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HomeMy WebLinkAboutBench Marks 06.60.01MEMORANDUM TO: File FROM: Terry DATE: June 12, 1997 SUBJECT: Eaglepoint /GIS Datum JEFFERSON COUNTY DEPARTMENT OF PUBLlC WORKS P.O. Box 2070 1322 Washington St. Port Townsend, WA 98368 (360) 385-9160 Klara A. Fabry, Director/county Engineer The vertical datum for the GIS benchmarks is NAD 29 and the horizontal datum is 83, adjusted. to 86 datum per Bruce Laurie. 100% Recycled Paper KEY TO NUtIDERED STATIONS WASHINGTON TRIANGULATION DIAGRAM 1 LAKOTA 2 SON 2 SPIT 3 ALKI SW BASE 4 DUWAMISH ALKI NE BASE - 5 YEMOALT 2 6 SKjFF POINT 7 RAWLINS USE d ADMIRALTY EAST BASE 9 ADMIRALTY WEST BASE 9 ADMIRALTY HEAD 30 PORT TOWNSENO ASTRONOMIC 11 WORDEN l2 MOUNT ADAMS 12 MOUNT ADAMS SOUTHEAST PEAK 12 MOUNT ADAMS NORTHWEST PEAK 13 MOUNT ST HELENS 14 DESCHUTES PEAK 15 HIGH ROCK 16 SHARP PEAK 17 THE BROTHERS SW PEAK 18 MIN 39 MOUNT WOW 20 MINERAL PEAK -21 FOUR MjLE PEAK 22 MT RAINIER HIGH POINT 22 MT RAINIER BARE SUMMI T_ -23 EXPANSION 23 EXPANSION USGS 23 GLO NO 2 23 GLO NO 2 RM 24 MONTGOMERY USGS 25 MARYHILL USGS 26 USGS BENCH MARK 27 EAST 28 148 L USE 29 149 L USE ECC 29 149 L USE 30 FALLBRIDGE STANDPIPE 31 GATE 31 GATE HOUSE NOHTHxESi CORNER CONCRETE 31 UMAT ILLA USE 32 GRAVEL 33 43 R USE 33 TRANS VSE 34 44 L USE 35 UMATILLA STANOP IPE 35 UMATILLA HIGH SCHOOL FLAGPOLE 36 USGS CAIRN 36 CHINIDEKE 100KOUT HOUSE CENTER OF FIRE LOCATOR 37 BIG NUCKLEBEHRY 3T BIG NUCKLEBEHRY 2 37 bIG HUCKLEBERRY MTN LOT 38 LEMEI ROCK 39 ECHO CATHOLIC CHURCN SPIRE 40 HOUND TOP 41 MARBLE USfS 41 MARBLE MOUNTAIN LOOKUUT_ TOWER 42 LOOKOUT MOUNTAIN 42 COLUMBIA LOOKOUT T_UWER USBH 43 FIR USFS 43 FIR 100K0U7 TOWEK 44 MUCKAMUCK LOOKOUT 45 WINDY PEAK 46 N TWENTY MILE LOOKOUT TOWEK 47 GOAT PEAK LOOKOUT Q8 T9 N~ MO Uf~TAj N_ 49 LAKE IRON PIN ULU Ib5 HARK 50 LEONA USGS 51-BODIE USG$ c LEMANASKY USG$ BENCH MARK 52 GLO NO 9 52 GLO NO 9 KH S2 AENEA$ LOOKOUT TOWER 53 CHUPAKA U5 AND CB STATION MARK 54 TIFFANY BOUNDARY SURVEY MAMK 54 7IFFANYLOOKOUT TO WEN 55 REMMEL US ANO CB tlENCH MARK 56 GLACIER UN1TE0 STATES AND CANADA BOUNDARY MARK 57 GLO NO 1 57 GLO NO 1 RM 58 Gl0 NO 3 E BASE 58 GLO NO 3 EAST BASE RH 59 GLO NO 3 W BASE 60 GLO NO 4 60 GLO NO 4 RM 61 GLO NO S 61 GLU NO 5 RM fit GLO NO 6 N BASE 6Z GLO NO 6 62 GLO NO b S BASE HM 63 GLU NO 7 63 GLO NO T RM 64 GLO NO 8 M C 64 G1.0 NO 8 ORIGINAL SECTION CORNER 64 GLO NO 8 RM 64 MT BONAPAkTE LOOKOUT TOWER 65 GLO NO !0 65 GLO NO 10 RM 66 GLO NO 11 W C 66 GLU NO 11 ORIGINAL SEC T_ION CORNER 66 GLO NO 11 RM 66 tlUCK USGS 66 BUCK MTN LOOKOUT TOWER 67 GLO NO 12 x C 67 GLU NO l2 ORIGINAL SECTION CORNER 67 GLO NO 12 HM 67 SALT LAKE USG$ HM NU 2 SALT 68 GLU NO 14 68 Gl0 NO 14 RM 69 GLO NO IS 69 GLU NO 15 RM NU 1 70 GLO NO 16 70 GLO NO 16 RM 7l GLO NO l7 - ;i ', ~ l PAGE 1 71 Gl0 NO 17 RM NO 2 72 GLO NO 18 72 GLU NO ltl E BASE HM 73 GLO NO 18 W BASE - 74 GLU NO 19 74 GLO NO l9 NM NO 1 74 GLO NO 19 RM NO 2 75 RESERVE 76 GLO NO 21 76 GLO NO 21 RM 77 GLU NO 22 77 GLO NO 22 RM 78 GLO NO 23 78 GLO NO 23 RM 79 GLO NO 24 79 GLO NO 24 RM NO 1 79 GLO NO 24 ftM NU 2 80 GLO NO 13 HM 80 NAGGED USGS 80 GLO NO 13 81 GLO NO 15 RM NU 2 82 GLO NO 17 RM NO 1 83 MOSES MT LOOKOUT TOWER 84 LOOKOUT MT 85 tlILIY GOAT HT 86 UTHELLO WATER TOxER 86 OTHELLO SCHOOLHOUSE 87 MOBLEY USES 88 CRAB USGS 89 MCIEANS wlNDN ILL 89 MILLER USGS 90 BENDER USGS 91 SCHUSTEHS WINOMILI 91 SCHUSTERS wINDM ILL USER 92 KEICMS WINDMILL 93 FINKS WINDMILL 95 OMAK USGS RM NO 2 94 OMAK LOOKOUT TUWEH 95 SMITH ISLAND LIGHTHUVSE NUMBERS 96 TO 419 OMITTED. THESE STATIONS MILL BE FOUND ON KING COUNTY TRIAiJGULATjON DIAGRAM. 420 PITTOCK 421 WEATHERLY 422 POST OFFICE _ . 423 MOVNT TASUR -. - 424 CAKSON 425 DOG MOUNTAIN 426 MIND MOUNTAIN 427 KASEK 428 SEUFERT 429 FLUME 43D CUT 430 CUi 2 431 LHE DALLES CEL ILO CANAL WHITE TANK WITH GREEN ROOF APEX 432 GRASSY KNOLL 1U0K0UT 432 GRASSY KNOLL LOT 433 TMEEE CORNER ROCK LOOKOUT 434 INDIAN MOUNTAIN LOOKOUT 435 SILVEK STAR MOUNTAIN LOOKOUT 436 PORTLAND PENDLETUN A1RxAY tlEACON NU 9 437 TOPPER USE 438 KUYPERS USE 439 CLAUSSEN USE 440 bAHTLEMAY USE 441 ALMOND USE 442 SMYTHE USE 443 FDLTDN USE 444 SOUTH 2 445 HALE USE a46 PMILLIPI USE 447 BLUFF USE 448 W1L0 USE 449 LOWS USE 450 ARLE USE 451 ARLINGTON AIRPONT BEACON 4S2 CROW USE a53 BOULDER USE 454 MOLE USE 45S MALE USE 456 PATERSON USE 457 VEO USE 458 1RHIy0N- USJ< 459 MESA USE 460 HAWK USE 461 ARENA USE 462 CINCO USE 463 DALE USE 463 ALDER USG$ 46J ALDER USGS RM A 464 HOCK USE 465 SIn USE 466 tlARGER USE 467 COULIDGE USE 468 GRAF USE 469 RUSH USE 470 FENCE USE 071 BLUFF USE 472 473 THE BUTTE USE 474 JUNK USE 475 PASCO USGS 476 MOUND USE 477 VACA USE 47tl tlEKHAIN USE 479 MID USE 480 WHdTEY USE 480 tlENCM MARK B 378 4tl1 MOTT USE ' 482 $PDK USE 483 SPAx USE 4tl4 tlLAIR USE 485 xALL USE .BSA tlgkNEN USE 486 SjWgSH USE REV: 4/73 USCOAIM-NOM-ASHEVILLE KEY TO NUMBERED STATIONS WASHINGTON TRIANGTJLATION DIAGRAM 4B6 GAP USE 4tl7 480 AI.NSwONTH USE 4tl9 wHI7E BLUFF USGS 490 PORTLAND TO PENDLETUN AIRWAY BEACON 491 CAT USE 492 KELLY USE 493 PASCU COUkT HOUSE DOME 493 PASCO MUNICIPAL TANK ELEVATED w ONE OF TWU 493 PASCO MUNICIPAL TANK ELEVATED E ONE OF Two 494 PASCO 2 - 495 Two RIVERS USE 496 FORM 497 BGHHANK USE 498 EAST USE 499 BPA MjLHOwgVE MAST tl MILES 5 OF KENNEwICK 499 JVMP OFF JOE USGS 500 GRAND COULEE USBk 501 JOHN 3 USE 501 JOHN 2 IBC 502 TOwN 3 USE 502 fOwN IBC 502 TOWN 2 503 LOAD IBC USGS 504 FRANCES 2 USE 504 FRANCES SOS fIk USGS 506 BALD MOUNTAIN USGS 507 ARLINGTON HIGH SCHOOL CHIMNEY 507 ARLINGT UN OUH SAVIORS LUTHERAN CHURCH CRO55 SOB LOOKOUT TOKER 4 MILES SE OF MT VENNON 509 LOOKOUT TOWER 2 MILES SE OF M7 VEHNON 510 MT VERNON CARNATION STACK Sly BURLINGTON WHITE BHICIZ STACK 512 SAMUEL SON USGS 513 POINT ROtlERTS LIGHTHOUSE 514 PE E11 USE 515 LANGHES USE 516 MINOT REFERENCE MARK NO 1 USE 517 TENINO BEACON uSE 510 M10 USE 519 EDIT HOOK LIGHTHOUSE OLD 519 NEx ED12 NOOK LIGHTHOUSE 520 ANGELES POINT MONUMENT_ 521 CLASSET - 522 CAPE FLATTERY LIGHTHOUSE 523 LAkSON 523 YAKIHA 5T JOSEPHS CHURCH 523 YAK IMA DEL MONTE CANNERY MATER TANK 523 YAKIMa ICE STORAGE COMPANY STACK 524 TIYTUP LOOKOUT 525 BROMLEY USGS 526 AIkPORi 527 STATUS PEAK LOOKOUT 520 10VPEN15H MUNICIPAL SILVER MATER TANK 5'28 TOPPENISH MATER TANK bLACK 529 TOPPENISN U AND [ CU SMOKESTACK 530 YILLAH MUNICIPAL MATER TANK 531 wAPATU MUNICIPAL wATEk TANK 532 FAKM LAHUH CAMP MATER TANK 533 UN10N GAP STATE HIGHw AI/ STACK 534 YAKIHA LITY INCINERATOR STACK 535 YAKIHA KIT HAU [0 TOMEN 536 YAKIHA CASCADE LUMBEk MILL TALLEST STACK 536 YAKIHA CASC0.0E LUMBER MILL LANOEST STACK 537 UAHLAND LOOKOUT 537 DAHLIN RM NO 2 USFS 53tl wENaS AIRWAY BEACON Y 1 539 ELLENSBUHG wASnINGTUN COLLEGE OF EDUCATION STACK S39 ELLENSBUMG wA5NIN0iUN COLLEGE OF EDUCATION BELFRY 540 541 S42 SEATTLE SPOKANE AIRWAYS BEACON NO 10 543 544 SEATTLE SPOKANE A1kwAY5 BEACON NO 6 545 LION ROCK.LOOKUUT TOwEH S46 547 UEEHIYE LOOKOUT SaH fHHEE BHOTHEkS LUUKOU T_ 549 MISSION LOOKOUT 550 wENATCHEE LAUNDRY STACK 551 wENATCHEE VALLEY FUOUS INC BUILDING BLACK STACK SSI wENATCNEE STATE H1GHwAY SOUiHENN RADIO MAST 552 wENATCHEE AIRVORT AIMwgYS BEACON S52 wENATCHEE kAUIO MAST S53 AIRWAYS BEACON w l 554 BADGER MOUNTAIN LOOKOUT TONER 555 wENATCHEE 5T ANTMONYS HUSPjTAL CROSS 556 wENATCHEE RADIO MAST KPU S57 LEAVENxUHTH LOOKOUT 558 HOCK MOUNTAIN LOOKOUT HOUSE SS9 MOUNT DAVID LOOKOUT HOUSE 560 MOUNT STUART 56l ICICLE RIDGE LUOrcUUT TOWER 562 SUGAkLOAF LOOKOUT HOUSE 563 COUGAR MOUNTAIN LUOK(iUT HOUSE 564 UUNCAN LOOKOUT HOUSE S5S PYRAMID NUUNTAjN LOOKOUT HOUSE S66 STUkMY MOUNTAIN LUOKVUT HOUSE S67 CHUMSTICK LOOKOUT HOUSE 560 CVUPER MOUNTAIN LOOKOUT TUKEk X69 wATERVILLE MUNICIPAL MATER TANK 570 TYEE FGHEST SEkvICE LOOKOUT HOUSE S7l MANSFIELD w4iEH TANK 571 NANSF IELO GHA IN ELEVATOR 572 PILOT HOCK USGS 572 PILOT USGS 574 MOG kANCH U SGS 575 BkIDGE USE S76 PASCU BLACK STALK S76 PASCU TANK ELEVATED MOOD S77 578 KENNEwICK WOODEN TANK 579 KICMLAND ELEVATED MUNICIPAL TANK NU I 5B0 HIGHLAND ELEVATED MUNICIPAL TANK NU 2 5tl1 KICMLAND CONCRETE STACK Stl2 k1CHLAND ELEVATED NUNICIPAL TANK NO 3 Stl3 kICHLAND STACK s .. T-, 583 H ICHLAND-TANK Sb4 GRANUVIEw SILVER TANK Sb5 MABTUN ELEVATED TANK 586 BEVERLY RAILROAD wgTER_ TANK 587 S88 SB9 POT HOLES DAM MATER TANK 590 SEATTLE SPOKANE AIRMAY BEACON NO 13 591 SEATTLE SPOKANE AIHpAY BEACON NO 11 592 SEATTLE SPOKANE ASRwAY BEACON NO 14 593 PANGHURN FIELD AIRMAY BEACON 594 EPHRAiA ARMY AIH BASE CONTROL TOYER 595 EPHRAiA ARMY AIH BASE TANK 596 EPHRAiA METHODIST Ok MEMORIAL CHRISTIAN CHURCH STEEPLE 597 UUINCY STANDPIPE 598 OUINCY ELEVATED TANK 599 UUINCY CONCRETE CHAIN ELEVATOR 600 BURKE CHURCH CUPOLA 601 UHATILLA OREGON WOODEN ELEVATED TANK 602 SADDLE 2 USGS 2625 603 T17N H25E SEC 25 SE CORNER USBR 604 RDUND USGS 604 ULSON 2 505 1/4 CORNER 54 S3 USBk 606 BENCH MARK 0 10 USGS - 607 T16N R25E SEC 5 Sw COkNEH USBR 60B CAIRN NEAk MCCOY 509 w 1/16 536 S1 USBR 610 611 612 SPOKANE PENDLETON AIRMAY BEACON NO 21 613 T22N R27E SEC 24 SE CONNEH USBR 614 BENCH MARK P 50 615 714N R24E SEC 14 Sw CORNER USBR 616 T15N R23E SE CORNER USBR 617 618 TYLER PEAK 619 PEAK B 620 LAST 621 SYM 622 BROM 623 NAR 624 BLUFF 624 SHAWS BLUFF 625 OHAYTON ISLAND 2 626 TRAP 2 627 VLAY 628 CENTER ~ _ 629 SEAtON 630 EAST AXIS 630 USBORNE 1 631 WEST Axis 631 RIO VISTA 631 BALDY 631 BENCH MARK 14 A USGS 632 ALVHA 632 NIDBASE 633 FERRY 634 tlENU 635 NOBLE 636 CLARKE 637 LINCOLN 63tl INCHELIUM 639 KELLEY 639 fLAG USGS 640 SPRING CANYON 641 GRANITE 642 BASALT 643 GRAVEL PIT 644 LONE PINE 64S SUGAk LOAF 646 wYNHOFF 647 LIGHTNING 648 SAN POLL WEST BASE 649 SAN POIL EAST BASE 650 S P I S NO 2 651 SAGE 652 DICK 653 HAM 654 DICE 654 HUMP I S 655 HAHLINDA 656 SILVER 657 LODOEN 658 MEADUw 659 wATSUN 659 KELLER NORTH BASE 660 KELLER SOUTH dASE 661 STEEP 5 S 662 U L S P C P NO 7 S S 663 U L S P C P NO 7 S S 664 U L S P C P NO 8 5 5 665 DICK CHEEK R C CHURCH SVIRE 666 KELLER SCHOOLHOUSE FLAGPOLE 667 iHGRN SPRING ' 668 PENix CANYON 669 HELL GATE 670 PINE FLAT 67l wHITESTOivE 67l MMITE ROCK I S 672 LUNDSTHOM 673 SIMONS 674 MOPE 15 675 FLANAGAN 1 5 676 kOTM I S 677 FONK PINE 1 S 678 JUMP 15 679 M7 vlEw SCHOOL SPIRE 6tlU HOUSTON 6tl1 CROSSOVER 682 DEER 6b] NAOMy 5tl4 BANK btl5 COYOTE PAGE 2 REV: 4/73 ~ KEY TO NUMBERED STATIONS WASHINGTON TRIANGULATION DIAGRAM 686 CHINA 6B7 HALVERSON I S 688 PINE TOP I S 689 CASTLE I S - $90 PEACH SS 691 DUNE 692 EMERSON 693 PEARL 694 MILES 695 LINCOLN SOUTH BASE 696 LINCOLN NORTH BASE 697 LANTZY 69B FORT 699 CLIFF 700 MESA 701 EMERSON MILL STACK 702 LINCOLN MILL STACK MIDDLE OF 3 703 SWEDE CHURCH SPINE 704 SWEDE I S 705 BUCK 706 SIX MILE 707 STONER . 708 NINE MILE 708 80B I S 709 ORCHARD 710 MOODS 711 SMOKE -711 FOX I S SS 712 LARSEN 713 YILLMONT 714 GLASGOW 714 COLE I S 715 DREDGE 715 GOLD 1 S SS 7I6 GENOME 717 FOG 15 718 C P 96 55 719 ELBOW S 5 720 M E CHURCH SPIRE 721 ROGERS SOUTH BASE 722 ROGERS NORTH BASE 723 HUNTERS 724 STACK I 5 725 riUNTERS SCHOOL FLAGPOLE 726 NEZ PERCE S S 727 C P 111 SS 728 MARBLE 729 CRYSTAL 730 BIG SPRING 731 HUEY 732 TABLE 733 OETILLIAN 734 MOUND 735 BLACKIE 736 737 738 JOYCE 738 CAMP 15 739 PITNEY 740 tlURN 741 BLAZE .742 OLESON 743 RIDGE 743 HOCK S 5 744 CAYUSE 745 CANYON 746 POINT SS 747 SLIDE 15 747 TUBES [ 5 748 SLOPE SS 749 SgND 55 750 SHALE 5 5 751 CHIEF 7S1 SPUR-I S 752 wELLPINIT 753 LITTLE FALLS EAST BASE 754 LITTLE FALLS PEST BASE 755 LIITLE FALLS 756 MONDOVI II SS 757 BENCH 5 5 758 PIT I S 759 PLANT 15 760 S P I S NO 1 761 CEUONIA 761 CEDONIA CHURCH SPINE 762 LANDSLIDE 763 COVADA 764 TURTLE 765 GIFFORU SOUTH BASE 765 GIFFORD 5 5 765 INCHELIUH WATER TANK MAST 765 INCHELIUH FERRY TOYER NEST OF TNO 7b5 GIFFURD FERRY TOWER EAST OF Two 766 GIFFORD NORTH BASE 767 DAISY 76B INCHELIUH R C CRUNCH SPIRE 769 TT 14 M ECC 769 TT 14 M USGS 770 KETTLE SOUTH BASE 771 KETTLE NORTH BASE 772 MARCUS 773 NEST SS 774 SLOUGH SS 775 BRUSH S S 775 MILLER 15 776 PEHRSON 777 NAPOLEON 778 TURNBULL 779 LAKIN 779 eANSTOY SOUTH BASE 7B0 ARNOLD 781 BAR STOW NORTH BASE 782 MYERS 782 M C CHURCH SPIRT 783 STAN 5 S 784 DEYEY I S 7B5 ANDERSON 15 786 BEAR 787 KLUTCH 788 BOS58URG 788 BOSSBUHG !I 789 DILLY 790 LIME 5 S 791 YILLIAMS 5 S 792 00775 S S 793 SALLY S S 794 BILL S 5 795 NUGGS S S - 796 MABLE I S 797 TIP 798 LANE 799 gENNY 800 RYAN 800 SWEDE PASS L 0 HUUSE 2ND ORDER STATION 801 SMITH aoz ckowN 803 MARBLE EAST BASE 804 MARBLE WEST BASE - 805 ROSS 806 PEPOON. 807 DALLES 808 CON 809 BAR 810 OIL ZY S 5 B11 FLAG L S 812 DOME 5 5 813 NORTHPOHi 814 LAMB 815 80UNDAkY 815 BOUNDARY EAST BASE 616 BOUNDARY WEST BASE 817 U S CANADIAN BOUNDARY HONUMENT NO l80 81B COULEE CITY HIGH SCHOOL FLAGPOLE 819 GLO NO 1 819 ODAIR NAILROAD USER CONST HEADBLOCK 819 BENCH MARK T 56 C ANO GS RM 1 ODAIR b20 STEVENSON USGS 821 KELLER USGS 821 KELLER LOOKOUT TU wER 822 w]LBUR R C CHURCH SPIRE 023 SEATTLE HELENA AIRWAY-BEACON NO ltl 824 825 DAVENPORT SY OF 2 WATER TANKS 826 DAVENPORT NE OF 2 MATER TANKS 827 SEATTLE HELENA AIHYAY BEACON NO 23 828 TYLER AVIATION BEACON 829 830 WHITES TONE USGS OLU 830 YHITESTONE USGS NEw 830 YHlTESTONE LOOKOUT HOUSE OLD 830 LOOKOUT MTN WHI (ESTONE LOOKOUT MOUSE NEw USER 831 MOON MOUNTAIN LOOKOUT TOWER ' 832 COUP BUTTE LOOKOUT TOWER 833 DDNN VA 5340 USGS 834 LYNX CREEK LOOKOUT HUUSE B35 BALD MT PEAK b36 ROGERS LOOKOUT TUwER B37 TAYLOR RIUGE LOOKOUT TOYER 838 MINERAL LOOKOUT HUUSE 839 TOGO LOOKOUT TOYER 040 CHURCHILL LOOKOUT TOYER 841 CULL WHITE BARN SOUTH GABLE 842 HARPOLE 15 B43 FOBES 15 844 BARN CUPOLA 844 8155EL I S 845 BUTTE SS 846 BLUFF I S 847 MULLAH S 5 848 HAY S 5 849 kICE 55 850 RICKEY 55 851 COVPER BUTTE USFS C AND GS - 851 COPPEk BUTTE LOOKOUT HOUSE USER B52 FLAG USGS NEAR UTOOLE C ANU GS B53 JACKNIFE LOOKOUT TOYER 854 FIkST THOUGHT L U-TUYEk tl55. BENCH MARK US qN0 CBS NEAK FLAGSTAFF ' 856 SMELTER S 5 - B57 ELAINE B58 SPRING B59 15AAC 860 BALON S 5 861 SOUTH BALDY LOOKOUT TOYER 862 NORTH BALUY LOOKOUT TOYER 862 F3E NLH HANK Y USGS 863 MOLYBD[NITE MTN LOOKOUT MOUSE 864 CAL35PELL ROLK 865 SULLIVAN MTN LOOKOUT MOUSE 866 ROCK CAIRN NEAR CHEwALAH tlb7 GRANT TE LOOKOVT MOUSE tl60 OLD BALDY LOOKOUT TOWER B69 MT ANNIE LOOKOUT TOYER 870 UUARTZ NTN LOOKOUT TOYER 871 TUNK LOOKOUT TOYER 872 SHEEP MTN LOOKOUT TOYER 873 wHITNORE LOOKOUi~iUYEH 874 875 INDIAN AGENCY FLAGPOLE 876 SOU7M HUCKLEBERRY LOOKOUT TOWER USER 877 MILLER LOOKOUT TOYER USER b78 GOLD MTN LOOKOUT HOUSE B79 DUGOJT LOOKOUT TOWER CENTER OF AL IOADE 880 SPOKANE LOOKOUT HOUSE USER 881 GRAVES MTN LOOKOUT TUYEH USER 882 STENSGAR LUOKOVT TOYEk NEY 882 STENSGAR LOOKOUT HOUSE ULD USER PAGE 3 REV: 4/73 KEY TO NUMBERID 3TATIONS WASHINGTON TRIANGULATION DIAGRAM 883 13 MILE LOOKOUT HOUSE 884 WHITE MTN LOOKOUT HOUSE USER 885 sCALAMAG LOOKOUT TUwER USER 886 ST AHLEY LOOKOUT TOWER 887 GLENROSE 888 SPOKANE EAST BASE 809 SPOKANE WEST BASE 890 CLIFF PARK d91 SPOKAIR 892 FELTS 893 MOUNT SPOKANE 893 VETERANS FLAGSTAFF 093 FATHERHOOD MONUMENT CENTER 893 BOY SCOUT EMBLEM IN MONUMENT CENTER 894 MILE POST 83 894 GLO MARK tl95 BALDY 2 895 AIHMAV BEACON NORTHWEST OF FELTS AIRPORT 896 SPOKANE CENTRAL HEATING PLANT HEST STACK 896 SPOKANE CENTRAL HEATING PLANT EAST STACK 896 SPOKANE OLD NATIONAL BANK BUILDING STACK 897 SPOKANE CITY REFUSE DIVISION STACK 898 HOSE USGS 898 GLO MARK b99 SPOKANE 5f MICHAELS SCHOLASTICATE STACK 900 SNAKE USGS 901 STATE LINE 901 BOUNDARY MARK 902 BOUNDARY POST NO 12 903 BOUNDARY POST NO 36 904 905 SPOKANE PENDLETON AIRWAY BEACON NO 50 906 SPOKANE PENDLETON AIRWAY BEACON NU 24 907 SPOKANE PENDLETON AIFtwAY BEACON NO 23 908 SPOKANE PENDLETON AIRWAY BEACON NO 30 909 CHENEY AIRMAY BEACON CODE w 910 SPOKANE PENDLETON Al R.WAY BEACON, fJ0 2J 911 VULLHAN WASHINGTON STATE COLLEGE BRYAN HALL FLAGPOLE 911 PULLMAN WASHINGTON STATE COLLEGE WATER i_ANK 912 WEST HIGHLINE POLE 912 EAST HIGHLINE POLE 913 MOSES 914 ALP 914 ALV DOUBLE POWER LINE POLE CENTER 915 SILCOTT USGS CAIRN 916 PEYTON 917 SPOKANE TO PENDLET ON AIRMAY BEACON NO 2B 917 AIRWAY BEACON 28A 3 MILES NNw OF MAY 918 LAMB(E AZIMUTH 919 ALMOTA 920 BISHOP 920 BENCH MARK F 214 USE 921 INDIAN 921 BENCH MARK L 214 USE 922 WHIT 923 RICE 92a ROBEHTS 925 SWIFT 925 BENCH MARK L 213 USE 926 SPOKANE TO PENULETON AIRMAY BEACON NO 27 927 GOOSE 928 CENTRAL 929 HIDPATH 930 RIDPATH AZI 930 HOUSE CENTER 931 LYONS 932 TUCANON 933 HIPANIA 934 PLEASANT 935 AYERS 935 AYERS ROCK CAIRN CENT_EH 936 UAVIN 937 HAAS 938 LHEw 939 HANDER 940 MAGALLON 941 MATTHEW 942 FARRINGTON 942 w1NDU57 R R WOODEN MATER TANK ELEVATED 943 SMITHY 944 KLUNDT 945 946 SACAJAWEA 947 FOURTEEN 948 MAk TINDALE 949 HIUGE USE 950 S MILE 951 RAPIDS USE 951 GAUGING STATION USGS RM NO 7 952 PASCO NAVAL AIH STATION TANK ELEVATED NW ONE OF Two 953 PASCO NAVAL AIH STAt7ON TANK ELEVATED SE ONE OF Y_w0 954 531 532 1/4 USBR 955 USBR MARK 57 Sd t/4 9S6 SCHOOL HOUSE SE CORNER 956 NEFF 957 GLO MARK 514 516 522 523 957 JUNES 958 BEAD LAKE LOOKOUT 959 NEWPORT MOUNTAIN LOOKOUT 960 SEDUM POINT 960 SEDUM POINT AZIMUTH 961 GREENLEAF 961 GREENLEAF PEAK LOT 961 GREENLEAF LOOKOU T_ CENTER POST 962 TYEE 962 U 0 X USE 963 MILL 963 L 0 X USE 964 BUNKER MILL 965 MARTIN 966 GREEN POINT NTN LUT Y67 MUFFMAN PEAK LOT 968 SUNRISE PEAK LOT 968 SUNRISE PEAK LOOKOUT 969 1 0 X USE 970 F 0 X USE i ..,t I 1 PAGE 4 971 OBSERVATION PEAK L 0 FIRE LOCATOR 972 LITTLE HUCKLEBERRY LOOKOUT_ HOUSE FIRE LOCATOR 973 CAMP 973 CAIRN NEAR STATION CAMP 974 RED tlIRD 974 CAIRN TARGET 975 LO57 PRAIRIE 976 SADDLE BUTTE USFS RM NO 1 976 SADDLE BUTTE LUUKOUI TOWER 976 SADDLE BUTTE USFS 976 SADDLE BUTTE USFS kM 3 977 TEN MILE USGS 978 tlUkR AZIMUTH MARK 979 980 981 CLARKSTON 982 ASOTIN 983 LExiSTON 983 PROPERTY MONUMENT_ 984 OFFSET 984 BOUNDARY MONUMENT 985 MONUMENT NO 9 v9~ CITY OF LEMISTON 986 987 LEwISTON RADIO STATION KRLC MAST 988 LEwISTUN PUTLACH LUMBER CO STACK WESTERLY ONE OF Two STACK 989 LEMISTON IDAHO STATE NOkMAL SCHOOL STALK 990 WILSON USG$ 991 ROGEk58UHG 991 ROGERSdURG AZI HK 991 BENCH MARK GMM 42 USG$ 992 COTTONWOOD 993 BLACK 993 BLACK BUTTE USGS LAIHN 994 PUFFER 994 CAIRN NEAN ST ATfON PUFFER 995 SCHUNACHER 996 KUHN USGS 997 MOUNTAIN VIEM 998 MEDICINE 999 GRANDE RONOE 999 BM GKANOE RONDE 1000 GLU OUART ER CORNER 1001 EDEN 1002 kOGEHSBURG AZIMUTH MARK 1003 U(AMUNO PEAK LOOKOUT TOMEk 1004 1005 1006 MADDEN 1006 BENCH MARK K 143 USE 1007 CAIRN SSw OF STATION FISHER 1007 CAIRN MSW OF STATTON FISHER 1008 DERRICK USGS 1009 BIG BUTTE LOOKOUT ..______-__-________________ _. 1010 1011 GLU MARK 1012 SILVER USE 1012 SILVER USE RM NO 1 1013 218 T USE 1014 HAYFIELD AZIMUIM NARK 1015 MOSSY 1015 PRIMARY TRAVERSE USGS 1016 S A 9 USE 1417 dUSWELL 1018 TOLEDO 1018 MAP CONTROL DISK USE 1019 CASTLE ROCK 1019 USGS GAGING STATION kM RM NO 1 1020 VADER SAN FRANCISCO SEATTLE AIRWAY BEACON NU 63A 1021 ABERNETHY USE 1021 ABERNATHY LOOKOUT TOWER 1022 TOLMIN AZ IHUTM MARK 1023 POMPEY USGS 1023 POMPEY LOOKOUT HOUSE CENTER Uf ALIDADE 1024 GLENOMA 1025 Z17 Y USE 1026 RAINY 1027 HUFF 1027 BENCH MARK 218 F USE 1020 OkCHARD 1028 BENCH MARK 21tl C USE 1029 DRY CREEK 1029 ORY CREEK RM NO 2 USFS 1030 217 A USE 1031 217 D USE 1032 l3 22 BPH 1033 13 50 BPR 1034 KILdORN 1035 CHAPARRAL AZIMUTH MARK 1436 SODA AZIMUTH MARK 1037 HAHTLAND 1038 CENTERVILLE 1039 GOLOENDALE 1040 HAHTLAND AZIMUTH MARK 1041 wAH AZIMUTH MARK 1042 SWALE AZIMUTH MARK 1043 CREEK AZIHUiN MAHn 1044 KLICK AZIMUTH MARK 1045 ITAT AZINVTH MARK 1046 HAMILTON AZIMUTH MARK 1047 tlADGER PEAK LOOKOUT 1048 JENNIES BUTTE LOOKOUT 1049 CISPUS LOOKOUT lOSO MT AIX LOOKOUT 1051 HOUND MOUNTAIN LOOKOUT lOS2 TlMBERwOLF LOOKOUT 1053 NAM [ETON BUTTES LOOKOUT 1054 GREY BACK LAIHN 1054 GREY BACK LOOKOUT HOUSE lOSS SAM HENRY USE 1056 HUCKLEBERRY LOOKOUT 1057 VANSON PEAK LOOKOUT HOUSE 1058 119 A USE 1059 ALPHA LOOKOUT TOWER 1060 BENCH MARK D 65 1061 SILVER USE 1062 TRAILS ENU LOOKOUT CENTER 1063 TATOOSN LOOKOUT MOUSE lOb3 TATOOSM LOOKOUT USFS 1064 SOUTH POINT LOOKOUT 1065 1066 1066 1067 1068 1069 1069 1070 1071 1071 1072 1073 1074 1075 1076 1077 1078 1079 1080 1081 1082 1083 1084 1085 1086 1G87 1088 IU89 1090 1091 1092 1093 1093 1094 1095 1096 1096 1096 1097 1097 1098 1098 1099 1099 1100 1101 1102 1103 1104 1105 1106 1106 1106 1107 (108 1109 1110 1111 1112 1113 1114 tits 1116 1116 1117 1117 1118 1118 Ilia 1118 1119 1119 1120 1120 1121 1122 1122 1123 1123 1124 1125 1126 1127 1127 1128 1129 1129 1129 1129 1130 1131 1131 1131 1132 1133 1134 1135 w 1175 1136 1137 1138 1139 L 1140 1141 P 1142 H 1143 H 1144 1145 KEY TO NUMBERED STATIONS WASHINGTON TRIANGULATION DIAGRAM 219 Z USE RM NO 2 LOST LAKE LOOKOUT CENTER 1057 LAKE LOOKOUT TOWER OLD SITE NAwKEYE LOOKOUT MOUSE GOAT BUTTE LOOKOUT TUMAC LOOKOUT HOUSE FIRE LOCATOR TUMAC LOOKOUT USF$ DISK DIAMOND GAP LOOKOUT TOwEk USGS BENCH MARK SIGNAL PEAK LOOKOUT TOWER BENCH NARK H 37 USGS OUTLET AZIMUTH MARK GEODUCK G$ OF C MONUMENT 4 18C OERTEL IBC OFF SHORE RANGE MARK IBC SEMIANN00 LIGHTHOUSE IBC LADYS ISLAND 2 SANDY TATE GARY BRUSH CORBETT DUNCAN CLIFF 2 GROUT TUN USE WILL MT ZION 2 SHEPPARD 2 ANGEL LONGVIEW PACIFIC PAPERBOARD CO EAST ONE OF Two STACKS LONGVIEN PACIFIC PAPERBOARD CO WEST ONE OF T_w0 STACKS SAN FRANCISCO SEATTLE AIRMAY tlEACUN NO 61A SAN FRANCISCO SEATTLE AIRWAY BEACON NO 618 USGS CAIRN TOWER STONE JOHNNY USGS BENCH MARK MUSCOM UNIVERSITY OF IDAHO GYMNASIUM CUPOLA MOSCOW UNIVERSITY OF IDAHO SILVER HATER TANK MOSCOW BLACK MATER TANK HOSCOw MATER TANK LETTERED IDAHO SUNNYSIDE STACK CENTER UNE OF THREE $UNNYSIDE TANK ELEVATED OBSERVATION TOWER NEAR STATION OUTLOOK USGS HUP HOUSE STACK APPRO,C 7~MILES ESE OF STATION MEMBRE USE GRANGER LABOR CAMP SILVER TANK ELEVATED OTHELLO MUNICIPAL MATER TANK aIRKE7T CAIRN WEST OF 6IRKETT SEMIAHM00 HARBOR SEMIAHM00 ALASKA DRAYTON 2 HEMBRE USGS MULE USGS SNIPES USGS HORSEHEAVEN USGS MARTMAN USGS PAGE USGS LIGHT PACKERS ASSOCIATION CANNERY TANK rALLULA USGS MONTGOMERY ECCENTRIC USGS POINT ROBERTS IBC EAST R08ERT5 SATELLITE 2 SATELLI T_t; SEMI AH M00 SEMI AH MOO FLAGSTAFF SEMI AH MUO 085 ASTRU STATION CAMP GROUSE SHELLBANK WEST ROBERT$ BLUFF SEA BIRD FARM BRANT MONUMENT 5 IBC PARALLEL NW BOUNDARY LOMM FLAGSTAFF ROBERTSVILLE POK iLAND SPOKANE AIRWAY BEACON NO 29 PORTLAND SPOKANE AIRWAY BEACON NO 31 RITZYI LLE ADAMS COUNTY SHERIFFS OFFICE RADIO TOWER NITZVILLE MUNICIPAL TANK SOUTHERNMOST OF TMkEE NITZVILLE MUNICIPAL TANK NORTHERNMOST OF THREE NITZVILLE CENTENNIAL FLOURING MILLS CO TANK k1TZVILLE CONGREGATIONAL PHILADELVHIA CHURCH STEEPLE RITZVILLE LUTHERAN CnukCH STEEPLE RITZVILLE CHURCH OF THE NAZARENE STEEPLE SEATTLE HELENA AIRMAY BEACON NO 16 M KELSEYS FARM WINDMILL M KELSEYS FARM GNAW ELEVATOk M KELSEYS FARM MATER TANK W G CURRYS FARM STORAGE TANK C L WOODwARD FARM GRAIN ELEVATOR N J WILLIAMS FARM WINDMILL 1NDMILL SOUTH ONE OF Two WINDMILL NOR1H ONE OF TWO LUTHERAN CHURCH tlELFkY~ G ILTZ JRS iARM BARN CUPOLA CHURCH STEEPLE 10 MILES SOUTH OF RITZVILLE AMONT ELEVATED TANK BALL MARCELLUS GRAIN ELEVATOk ACKARD GRAIN ELEVATUk J WACKEN$ FARM REO BARN CUPOLA OBEHT SCMELLS iARM NED BARN CUPOLA 1146 CHENEY EASTERN WASHINGTON COLLEGE OF EDUCATION STACK 1147 TUKIO CENTENNIAL FLOURING MILLS CO GRAIN ELEYATOk 1148 rILBUR LLEWELLYN ANO LLEWELLYN GRAIN GROWERS GkA7N ELEVATOR 1148 w(LBUR UN1TE0 GRAIN GROWERS GR A1N ELEYATOk WEST ONE OF Two PAGE 5 1149 ALMIRA FARMERS WAkEMGUSE CU GRAIN ELEVATOR 1149 ALMIHA TANK 1150 LION METHODIST CHURCH OF ROCKLYN STEEPLE 1151 SEATTLE HELENA AIRWAY BEACON NO 19 1152 SCOOTEN RM A 1152 SCOOTEN RM 3 1153 E M DORMAIERS FAHN DARN CUPOLA 1154 wAUKON EDNALL GRAIN GROWERS NE GRAIN ELEVATOR 1154 wAUKUN EOwALL GRAIN GROWERS Sw GRAIN ELEVATOR 1355 HOCKLYN GRANGE MILLING CO GRAIN ELEVATOR 1156 HASRINGTON WATER TgNK 1156 HAHRINGTON GRAIN ELEVATOR 1157 BLUESTEM WEST GRAIN ELEVATOR 1157 eLUESTEM EAST GRAIN ELEVATOR 1158 DAVENPORT UNION WAREHOUSE CO GRAIN ELEVATOR WEST ONE OF Two 1158 DAVENPORT GRANGE MILLING CO GRAIN ELEVATOR NEST ONE OF Two 1159 LAKELAND VILLAGE STACK 1159 LAKELAND VILLAGE ADMINISTRATION BLDG CUPOLA 1160 REARDAN EVANGELICAL UNITED BkETHREN CHURCH STEEPLE 1160_REAR_DAN LUTHERAN CHURCH STEEPLE _____ __ 1160 REARDAN SCHOOL STACK 1160 kEANDAN ELEVATED TANK 1161 NEARDAN CENTENNIAL FLOURING HILLS CO GRAIN ELEVATOR SOUTH ONE OF ir0 1161 REARDAN GRAIN GROWERS INC GIiA IN ELEVATOK EAST ONE OF T_w0 1162 ESP ANOLA REARDAN GRAIN GROWERS INC GRAIN ELEVATOR 1163 RITE GRp1N ELEVATOR 1164 DENT 1164 T_IMMERMAN AZIMUTH MARK 1165 1166 PORTLAND SPOKANE AIRWAY BEACON NO 33 1167 USGS BENCH MARK NEAR WgSHTUCNA 1168 GRAIN ELEVATOR NEAR TRIANGULATION STATION wILLIAMS 1169 NEACE USGS 1170 DAN REIDER RANCH WINDMILL 1171 wA55ELLM AIV U5G5 1172 PORTLAND SPOKANE AIRMAY BEACON NO 34 1173 wILBUR AZIMUTH MARK 1174 DONE PEAK 1175 SPIRE PEArc 1176 BOSTON PEAK ' 1177 TIMMERMAN 1178 CHIWAWA MTN 1179 DEVIL USGS 1180 SENTINEL PEAK 1181 VUGM MTN LOOKOUT HOUSE 1182 1183 BENCH MARK LOOKOUT HOUSE 1184 CIkCLE MTN LOOKOUT HOUSE 1185 MONTE CRISTO PEAK 1186 GLACIER PEAK 1187 OEL CAMPO PEAK 1188 SLO AN PEAK 1389 1190 PILCHUCH MTN LOOKOUT HOUSE 1191 GREEN MTN LOOKOUT HOUSE 1192 wHITECHUCK HTN 1193 LOOKOUT MTN LOOKOUT_ MOUSE 1194 $NOwFIELD PEAK 1195 HIDDEN LAKE LOOKOUT HOUSE 1196 ELDONADO PEAK l l9T FINNEY PEAK LOOKOUT HOUSE 1198 GEE POINT LOOKOUT MOUSE 1199 MT BAKER 1200 SAUK MTN LOOKOUT HOUSE 1201 MT SHUKSAN 1202 CRATER MTN LOOKOUT HOUSE 1203 1204 DOE MTN LOOKOUT MOUSE 1205 FIRST BUTTE LOOKOUT HOUSE 1206 SWEETGR ASS BUTTE LOOKOUT TOWER 1207 BURCH MTN LOOKOUT HOUSE 1208 DRIVEWAY BUTTE LOOKOUT 70wEN 1209 MIDNIGHT NTN LOOKOUT HOUSE 1210 LOOKOUT MTN LOOKOUT TOWER 1211 JUNIOR PT~LOOKOUT HOUSE 1212 KLONE PEAK LOOKOUT HOUSE 1213 THHAPP MTN LOOKOUT TOWER 1214 KNUWLTON KNOB LOOKOUT HOUSE 1215 WINDY PEAK LOOKOUT HOUSE 1216 ILLpBET PEAK 1217 1218 FRAILEY MTN LOOKOUT TOWER 1219 HIGGINS LOOKOUT HOUSE 1220 LEECHER LOOKOUT HOUSE 1221 BENCH MARK 824U YA USGS 1222_ FtE_MMEL LOU_KOUT HOUSE 1223 N TwENTYMILE LOOKOUT TOwEH 1223 U LE USFS 1224 CAIRN 1225 IHHEE FINGERS LOOKOUT MOUSE 1226 WASTE USE 1227 LAND USE 1228 PEACH USE 1229 wEBeER USE 1230 SAHARA USE 1231 70P0 USE 1232 BAkR[CADE USE 1233 Uklfi USE 1234 TAILS USE 1235 BkA55 USE 1236 DRAIN USE 1237 BENiON USE 1238 X LNG USE 1239 TUwEH USE 1240 BARNYARD USE 1241 FOWL USE 1242 FLAT USE , 1243 GOH SE USE 1244 TAYLOR USE 1245 CUTUP USE 1246 wgyM USE REV: 4/73 KEY TO NUMBERED STATIONS WASHINGTON TRIANGULATION DIAGRAM 1247 JENSON USE 1248 USGS MARK USE 1249 TURNEk USE 1250 LANDING USE 1251 PONEk USE 1252 GATES USE 1253 CURVE USE 1254 KHAN USE 1255 BREAK USE 1256 ALLEY USE 1257 D LWAR7 USE 1258 DAMSON USE 1259 NECLAIM USE 1260 SNYDER USE 1261 SHOULDER USE 1262 POCKO USE 1263 STUBBY USE 1264 FRANK USE 1265 PUMPER USE 1266 HIVE USE 1267 CORNER USE 1268 OPEN USE 1269 MOTOR USE 1270 PIT USE 1271 CIVIL USE 1272 MINT USE 1273 COLYAK USE 1274 SPARSE-USE 1275 KENRICH USE 1276 POLE USE 1277 DODGER USE 1278 ESTATE USE 1279 GRAPE USE 1280 APPROACH USE 1281 CHEV USE 1282 HANSOM USE 1243 UNION USE 1284 RU[N USE 1285 CELLER USE 7246 DUMP USE 1297 M C 19/24 USE 1248 TENT USE 1289 BALL USE ~ 1290 HOMLEY USE 1291 GUr USE 1292 ARNOLO USE 1293 ENGINE USE 1294 HOVER USE 1295 BLACK USE 1296 DONET USE 1297 UIL USE 1294 JIGG USE 1299 CUT USE 1300 FORT USE 1301 HUNTS USE 1302 ATT AL IA USE 1303 ULLIE USE 1304 SCHIN USE 1305 HEO USE 1306 SAN VSE 1307 STORAGE USE 1308 M C 19/30 USE 1309 BOMB USE 1310 OVER USE 1311 LESLIE USE 1312 POODLE u5E 1313 JONES USE 3314 ALMONG USE 1315 NRES7LE USE 1316 MILE 23 USE 1317 T9N H28E SEC 26 w 1/16 CORNER USE 1318 REURSE USE 1319 FlSM USE 1320 EAST USE 1321 ADAM USE 1321 ARAN RESET USE 1322 tlEkNY USE 1323 STkAw USE 1324 DEFEAT USE 1325 PEHRINES u5E 1326 FIVE MILE NESET USE 1327 PLATEAU USE 1328 BURRS USE 1329 MEAD USE 1330 TIGER USE 1331 HANDLE USE 1332 NO 15 USE 1337 PENNT USE 1374 NO 18 USE 1335 VAN USE 1336 END USE 1337 1338 1339 1340 1341 1342 1343 1344 1345 1346 1347 1348 1349 1350 SPOKANE RADIO STATION KHO RADIO MAST 1351 CRESTON CHURCH BELFRY 1352 ODESSa SCHOOL STEEPLE 1352 ODESSA CHVHCH 1353 SPOKANE PENDLETON A1kWAY BEACON NO 288 1354 OEEH VARK T4NK ELEVATED 1355 MCLEAN RR NO 2 1355 MCLEAN NM NO 3 1356 SOOY RM NO 2 1356 SOOY RM NO 1 1357 ROtlINETTE 2 RM NU 2 1357 H081NET1E 2 kM NU 1 1358 HOOFER USGS HM NU 2 I3S9 JACK W000 kH NO l 1359 JACKw00D kM NU 2 1360 fLOYU HUDLOwS FARM WINDMILL [ PAGE 6 1361 BENCH MARK 0 70 1362 RALSTON USGS 1363 CAIRN NEAR STA7I ON WELLS 1364 WINONA AZIMUTH MARK 1364 WINONA RM NO 1 1365 CAIRN NEAR STATION YUAN 1366 wASHTUCNA AZIMUTH MARK 1366 NASHTUCNA ftN NO 3 1367 BLANKENSHIP RM NO 1 1367 BLANKENSHjP RN NU 2 1368 KNACK RM NO 1 1368 KNACK RH NO 2 1369 HEYER USGS RM NO 1 1369 HEYER USGS RN NO 2 1370 SILVER STAR MTN 1371 wAH LOOKOUT HOUSE 1372 CMILIWIST BUTTE LOOKOUT HOUSE 1373 PEARRYGIN LOOKOUT TOWER 1374 USGS TARGET 1375 1376 PRAIRIE MTN 1377 ARLINGTON D4RIGOLD STACK LEFT ONE OF T_NO 1377 ARLINGTON DARIGOLU STACK RIGHT ONE OF TNO 1378 DIAMOND PEAK USFS 1379 1380 HARDY RIDGE USFS 3340 HARDY RIDGE RM USFS 1381 CLEARWATER LO USFS 1382 GODMAN USFS 1383 KN08 W T C 1384 MALLORY W T C - 1385 RIDGE W T C 1386 WATSON W T C 1387 eRUDEVOLD W T C 1388 COWAN PEAK LOOKOUT TOWER 1389 WILLAPA HARBOR LUMBER MILL TANK 1390 SPUR N T C 1391 LOG W T C 1392 ABERDEEN MUNICIPAL MATER TANK - 1393 POINT GRENVILLE LORAN MAST 1394 SADDLE MOUNTAIN LOOKOUT HOUSE 1395 TRAP CREEK LOOKOUT TOWER 1396 ARTIC LOOKOUT-TOWER 1397 MINOT LOOKOUT TOWER 1398 BENCH MARK 0 62 1399 PRICES PEAK LOOKOUT HOUSE 1400 DEEP CREEK LOOKOUT HOUSE 1401 COL BOB LOOKOUT HOUSE - - - 1402 BRITTAIN LOOKOUT HOUSE 1403 PACK SACK LOOKOUT TOWER 1404 BUMNT HILL LOOKOUT TONER - 1405 POINT GRENVILLE LOOKOUT TOWER 1406 WHjpdE Y__J SLAND_N_A_5_M1 VERNON 0 L F CONTROL TOWER 1406 BENCH MARK 5 327 1407 MT VERNON P U D NO 1 MATER TANK 1408 SCHNEIDER 1409 YARD USE 1410 T 8 USE 1410 BENCH MARK J 27 VSGS 1411 BONNEVILLE PONEk ADMjNISTRAiION MARK 1411 TUMWATER 80NNEV[LLE POWER ADMINIS T_HATION MICROWAVE TONER 1412 DAYTON PEAK LOOKOUT HOUSE 1413 CAPITOL PEAK LOOKOUT TONER 1414 DENNIE AHL LOOKOUT TOWER 1415 OOw MOUNTAIN LOOKOUT HOUSE 1416 PARLEY USE 1417 GOLD HILL LOOKOUT TOWER 1418 HNG SMELTUN SMN 1410 SHELTON Z HARKEN 1419 AjHPORT BEACON OLYMPIA AIRPORT 1420 BENCH MARK M 16 1421 ANDERSON LOOKOUT HOUSE 1422 TACOMA SV STATION KMO MAST 1423 TACOMA RAD70 STATION KTOY FM MAST 1424 TACOMA TV STATION KTNT MAST 1425 1426 TACOMA RADIO STATION KTNT MAST 1427 TACOMA NARROWS BRIDGE NW TUwER 1427 TACOMA NARROWS BRIDGE SE TOKEN 1428 PANKLAND MUNICIPAL TANK 1429 MCCHORD A f B TgNK NU 1209 1430 MCCMORD A F 8 TANK NO 729 1431 LAKENOOD MATER OISTNICT GRAVELLY LAKE STANDPIPE 1432 LAKEWOOD wAiER DISTRICT WASHINGTON STANDPIPE 1433 7ILLICUM LAKEw00D HATER DISTRICT STAN OP IPE 1434 FT LEwIS GRAY FIELD POWER HOUSE NO 3132P STACK 1435 FT LEw[S GRAY FIELD POWER HOUSE NU 3292P STACK 1436 MCNEIL IS FEDERAL PENITENTIARY TANK 1437 MCNEIL IS FEDERAL PENITENTIARY STACK 1438 DUPONT POWER CU STACK 1439 OLYMPIA WEST CITY TANK _ 1439 OLYMPIA EAST C[TY TANK 1439 OLYMPIA RAU[O STATION KGY MAST 1439 OLYMPIA STATE CAPITOL BLDG DOME 1440 RNG MCCHORO RADIO TCM 1441 FT LEwIS bEACON TOWER 1442 YELM MUNICIPAL TANK 1443 GREEN MOUNTAIN LOOKOUT TOKEN 1444 SHELTON RAYONIER PULP DISPOSAL STACK 1445 MCCLEARY SIMPSON DOUR AND PLYWOOD CU STACK 1446 LACEY ST MARTINS ABBEY TANK 1447 MASH 2 1448 LONE MOUNTAIN LOOKOUT TOWER 1449 GEODETIC HILL CABIN 1450 RYAS 75 USE 1450 MYAS LOOKOUT MOUSE 1451 BENCH MARK Y 27 1452 GUNDERSON MOUNTAIN LOOKOUT_ TOWER 1453 NORTH POINT LOOKOUT HOUSE 1453 KLOSnE NANICn LOOKOUT HOUSE 1454 WgAUA ISLAND LIGHT 1455 tlAHUKUS PEAK U S A F NADAN DONE 1456 b1TE USE 1457 LOG 2 AZIMUTH HANK 1450 FONT 2 1458 TIDAL BENCH MARK 7 14Sd uU 111 1458 uu1LLAYUTE RIVEN COAST GUANO LOOKOUT TOwEH 1459 JAMES 15LAN0 RSV: KEY TO NUFIDERID STATIONS WASHINGTON TRIANGULATION DIAGRAM 1459 JAMES ISLAND LIGHT 1460 lA PUSH 1461 TEA AZIMUTH MARK j461 HUB A 3462 MUB 8 1463 DERRICK 1464 MONUMENT 21 USE 1465 MONUMENT 2 PLUS 00 USE 146fi SPAD 1466 SATELLITE TRACKING STATION 3 1467 NEAR BAY RADIO RANGE EBY NORTH TOWER 1467 NEAR BAY RADIO RANGE EBY EAST TONER 1467 NEAR BAY RADIO RANGE EBY NEST 70WER 1467 NEAR BAY RADIO RANGE EBY CENTER TONER 1468 TUCKER 1468 EAST BASE 1468 EDIZ HOOK LIGHTHOUSE 1468 BENCH MARK 6 1469 SCHOOL 1469 CLOCK 1470 NCDONALD 1471 CARLSBORG 1471 BENCH NARK R 14 1472 KNAPP 1472 BENCH MARK X 14 1472 BENCH MARK NO 59 1473 PLACE 1473 PLACE 2 1474 SHINE LOOKOUT TOWER 1474 SHINE LOOKOUT 1475 BLUE MOUNTAIN LOOKOUT HOUSE 1476 1477 DODGER POINT LOOKOUT HOUSE 1478 BENCH MARK 219 TT 2RB USGS 1479 VA 5940 USGS 1480 HURRICANE LOOKOUT MOUSE 1481 JUPITER LOOKOUT HOUSE 1481 VA 5690 USGS 1482 OLSEN USE 1483 MT PLEASANT LOOKOUT TONER 1484 BANGOR LOOKOUT TONER 1485 MEBB MOUNTAIN LOOKOUT HOUSE 1486 MT ZION LOOKOUT MOUSE 3487 THE BROTHERS 1488 CAPITOL PEAK 1489 PEAK 22 1490 MT CABBIE - 1491 APPLETON PEAK 1492 MT STORM KING 1493 MT CONSTANCE 1494 PORT ANGELES RADIO STATION KONP MAST 1495 MT SEATTLE 149fi CUL BOB LOOKOUT HOUSE 1497 SPENCE USGS - 1498 DALE 1499 SPOKANE TV STATION KALY TOWER - - 1500 SPOKANE RADIO STATION KSPO MAST 1501 PERRY NSHD 1502 LIBERTY 1503 PACIFIC 1504 HARTSON 1505 MUFF NSHD 1506 SPOKANE GREAT NORTHERN R R ROUNDHOUSE STACK 1507 SPOKANE COUNTY COURTHOUSE FLAGPOLE 1508 SPOKANE RADIO STATION KHO MAST 1509 SPOKANE RADIO STATION KREM MAST 1510 SPOKANE JOHN ROGERS NIGH SCHOOL CHIMNEY 1531 SPOKANE MARKUS NHITMAN SCHOOL CHIMNEY 1512 SPOKANE WHITE PINE SASH CO TANK 1513 SPOKANE DIAMOND MATCH CO TANK 1514 STATE OF IDAHO PUBLIC WORKS RIGHT OF MAY MARKER RM NO 2 1515 GEIGER ~ - 1515 GEIGER FIELD CONTROL TONER 1515 GEIGER iIELD STANDPIPE BEACON 1516 CAH 1516 CAM 2 1517 BENCH MARK Y 261 1517 SPOKANE AIR BASE NOR T_H ST_ANOPIPE 1517 GAM 1517 FAIRCHILD AIR BASE STANDPIPE BEACON 1518 1519 ESPANOLA 1519 SEATTLE HELENA AIRWAY BEACON NO 22 1520 MEDICAL LAKE EASTERN STATE HOSPITAL CONCRETE STACK 1521 TWIN ~ " 1522 CHENEY USGS 1523 SPNAGUE BELL TELEPHONE CO MICROWAVE RELAY STATION TONER 1524 RITZVILLE - 1525 ALfORO 1526 GREENNALT 1527 MENNONITE 1528 WARDEN MUNICIPAL STANDPIPE 1529 wANDEN COLUMBIA PRODUCERS INC GRAIN ELEVATOR 1530 BENCH MARK E 108 USBR_ 1531 HILLTOP 1532 FENNO 1533 MINE 1534 SHELL 1535 MUSEUM 1536 ST PAUL 1536 ST PAUL 2 1537 PELICAN 1538 MCDONALD 1539 U ANO I SUGAR REFINERY STACK 1540 POT 1540 BRIDGE 1541 T19N R27E SECS 26 27 34 35 1542 MOSES LAKE NAOIO STATION KSEM MAST 1543 MOSES LAKE LAKEVIEw TERRACE NEST STANDPIPE 1544 MOSES LAKE LAKEVlEW TERRACE EAST STANDPIPE 1545 MOSES LANE RADIO STATION KwIU MAST 1546 MOSES LAKE RADIO STATION KSEM NORTH MAST 1546 MOSES LAKE RADIO STATION KSEM SOUTH MAST 1547 MOSES LAKE U S AIR FORCE HOMING BEACON MAST 1541 R8N CARSON MSK - 1548 MOSES LAKE 1549 BLUWED 1550 STERNBUHG 1551 MOSES LAKE FAIRGROUNDS STANDPIPE 1552 MICRO 1552 KITTITAS MICROWAVE STATION KOI 59 TOWER 1553 CR18B 1553 CRIB ROCK CRIBS - 1554 CRIBT7 AZIMUTH 1555 CRIBIT 1556 BUTTE USGS 1557 STETSON 1558 SMITH 1559 ROVEM 1560 REN 1560 T17N R20E SECS 10 11 14 15 1561 RNG ELLENSBURG RAD.IN ~LN_C~NTE.R_MAST_OF F~V~ 1562 TS 19.8 WSHD 1563 ELLENSBURG - 1563 ELLENSBURG VISTA HOUSE OBSERVATORY 1563 ELLENSBURG RADIO STATION KALE MAST 1564 AIR 1564 SEATTLE SPOKANE AIRWAY BEACON NO 8 1565 RTS )9.7 WSHD 1566 ROBBINS 1566 HOBBINS AZIMUTH 1566 BENCH MARK R 312 BOBBINS RM 2 - 1567 WOLDALE 1568 NORTHWEST BASE 1568 T5 19.6 WSH 1568 RTS 19.6 w5H _ 1569 MOORE 1570 TS 19.5 MSHD 1571 RTS 19.4 WSHD 1572 HORLICK 1573 DUDE 1574 SEVEN 1574 SEATTLE SPOKANE AIRWAY BEACON NO 7 1575 BRISTOL 1575 BENCH MARK 19.10 WSM 1576 TS 19.3 WSH - 1577 5NYOER 1578 PpCIF IC 1578 BENCH MARK 19,6 w5H 1579 TS 19.2 WSH 1586 PINE 1581 CLE ELUM 1582 HOSPITAL _ ~ _ ~ _ - 1583 LINE - 1583 LINE AZIMUTH 1584 AIRWAY BEACON NO 6 5 MILES NN OF CLE ELUM 1585 NELSON 1586 AMABALIS AIR BEACON 1507 JOLLY MOUNTAIN LUOKOUT_ 7588 REDTOP 1588 REDTOP LOOKOUT TOWER 1589 THORP MOUNTAIN 1589 THORP MOUNTAIN LOOKOUT 1590 fi0A7 PEAK - 1590 GOAT PEAK LOOKOUT HOUSE 1591 SAGE 1591 SAGE 2 1592 GRANT 1592 DAM BROTHERS SURVEY MARK 1593 GEORGE 1593 USSR BENCH MARK GEORGE RM 2 1594 GOLF USE 1594 RESERVOIR USE 1594 60LF RESET_ USE 1594 KENNEWICK TV STA T_ION KTRA MAST 1595 HIGHLAND 1596 PASCO RAD70 STATION KALE CENTER MAST 1597 PASCO RADIO STATION KPKw MAST 1597 PASCO RADIO STATION KOR_D NpST 1590 KENNEWICK WATER TANK 1599 SPOKANE PENDLETON A1RwAY BEACON NO 18 1599 JOHNSON BUTTE TV STATION KEPR MAST 1600 WALLULA DEPOT U P R It wAT_EH TANK 1601 ORIFi 1601 OVERHEAD USE 1602 PHILLIPS PACIFIC CHEMICAL CO LIGHT 1603 TARGET 1604 SANRTDGE USE 1605 DRAKE STATE FOREST LOOKOUi_ TOWER DRAKE RM 1 1606 TOLNIN 1606 T_OLEUO WINLOCK AIRPORT BEACON RM 1 1607 1608 1609 1610 WARDEN RM 1 1610 JACKSON USGS 1610 GLO NO 20 1610 GLO NO 20 RM 1611 WELSH 1611 FERRY 1611 AIRSTRIP 1612 JACOBSON 1613 UNDERw000 - 1614 CRESTON UNITED GRAIN GROWERS GRAIN ELEVATOR 1614 CRESTON CHURCH BELFNY 1615 CRESTON BUTTE 1615 GLU NO 3 1616 SCAB 1616 STOCKPILE lfi lb FOUR CORNERS 1617 PLOWING 1618 GOAT 1618 SHADY 1618 BACHELOR L6le TWIN PINE 1619 STOUT USGS - 1619 CLARKSTON TV SiAT10N KLEW MAST 1620 MAYER 1620 LEw[STON ORCHARDS COMMUNITY TV ASSOCIATION MAST 1621 LEwISTON kA01U STATION xOZE SUUTM MAST 1622 AIRPORT BEACON LEw15TON NEZ PERCE COUNTY AIRPORT 1622 PROPERTY RONUMENf PAGE 7 REV: 4/73 KEY TO NIIMHERED STATIONS WASHINGTON TRIANGULATION DIAGRAM 1623 BLYN USE LOOKOUT TOWER 1955 1623 BLYN LOOKOUT TONER 1961 1623 BLYN LO - 1624 WEST 1624 AVERY 1625 MILE 7 LIGHT 1626 MONUMENT 1626 MEM ALOOSE ISLAND L1GMT 1627 FAIRCHILD AIR FORCE BASE EAST TANK 1627 DEEP CREEK A F 5 WATER TANK NO 213 1627 DEEP CREEK A F S MATER 1ANK NO 206 1628 PRO7ECT10N ISLAND 1628 PROTECTION USE 1629 NEM DUNGENESS 1629 DUNGENESS 2 1629 NEw DUNGENESS LIGHT MOUSE 1630 ERIE USGS - 1630 BADGER USE 1630 ERIE RM A 1631 PLUM USER 1632 MOLD USBR 1633 TNUFN LOOKOUT TOWER 1634 AIRWAY BEACON 25 8 MILES NW OF DAYTON 1635 BENCH MARK 2078 USGS 1636 EUNAKA - 1636 EDRAKA 2 1637 WHITE USGS 1638 MCFALL USGS 1639 PGT MICROWAVE NAST NEAR LOST SPRINGS 1640 LEHLERC USGS 1640 LERIERG 2 USGS 1641 JUNIPER USGS 1642 TUMALUM USE ' 1643 NALLULA 2 USE 1643 GOVAN UNITED GRAIN GROWERS GRAIN ELEVATOR 1644 OREGON BUTTE 1644 OREGON BUTTE LOOKOUT HOUSE 1645 TABLE ROCK 1645 TABLE ROCK USFS 1645 TABLE ROCK LOOKOUT HOUSE 1646 REEEE 1646 REESE MSHD - 1647 HOODOO RM 2 USFS 1647 HOODOO LOOKOUT_ USFS 1648 NALAIR - 1640 NALAIR 2 1648 CONTROL MARK USE 1648 AIRPORT BEACON WALLA MALLA CITY COUNTY AIRPORT 1649 WALLA WALLA 1650 COLLEGE 1650 COLLEGE PLACE MUNICIPAL WATER TANK 1651 WALLA WALLA STATE PENITENTIARY STACK 1651 WALLA WALLA STATE PENITENTIARY WATER TANK 1652 WALLA WALLA U S CORPS OF ENGINEERS WATER TANK 1653 BURG 1653 WSHD MARK 1654 MALLA MALLA RADIO STATION KUJ SE MAST 1655 MHITMAN - 1655 NATIONAL PARK SERVICE MARK 1656 TOUCHET WSHD 1657 MALLA WALLA VA HOSPITAL WATER TANK 1658 WALLA MALLA RAOIU STATION KTEL MAST 1659 WALLA MALLA RADIO STATION KNIT MAST 1660 OAM 1660 GAR USE 1660 GAL USE 1660 ICE USE 1660 ROD USE 1660 HARBOR USE 1660 BIOM USE 1660 BLOW RESET USE 1660 ICE HARBOR DAM LIGHT 1 ' 1661 24 USE 1661 HAHO ROCK PT LIGHT 3 1662 ASH 1662 21 USE 1662 NET USE 1662 DODGE USE 1662 ISLAND USE 1663 LEY 1663 FOR 1663 LEVEY 1663 LEVEY 2 USE 1663 THREE ISLAND BEND LIGHT 4 1663 THREE ISLAND BEND LIGHT_ 5 1663 MARK 57 58 1 4 USBR 1664 BEN 1664 HEN 1664 HEN 2 1664 7kREE ISLAND KENO LIGHT 6 1664 THREE ISLAND tlEND LIGHT 7 1665 CAN 1665 ADKINS 1665 FISH HOOK RAPIDS LIGHT_ 9 1666 MANSER 1667 HOK 1667 FISH HOOK RAPIDS llGHT 10 1668 GOS 1668 PAGE RAPIDS LIGHT 11 1669 PEG 1669 PAGE RAPIDS LIGHT 12 1670 REU 1670 PAGE RAPIDS LIGHT 13 1671 BLACKIAM - 1672 OIG 1672 ANCHOR CANYON LIGHT 15 1673 MCCOY 1674 MIA 1674 ANCHOR CANYON LIGHT 17 1674 ANCHOR CANYON N OAYBEACON l6 1674 ANCNOR CANYON 5 OAYBEPCON 16 1675 HUN 1675 BENCH MARK R 211 USE ~- r - i , f `r PAGE 8 1676 5EM 1676 ANCHOR RAPIDS LIGHT 22 1677 PIT 1671 ANCHOR RAPIDS LIGHT 23 1678 RAP 1679 MEN 1679 SNAKE RIVER LIGHT 25 1680 MON 1680 SINM0N5 LIGHT 26 16tl1 VES 1681 SNAKE RIVER LIGHT 27 1682 SHEFFLER 1683 UHY 1683 LAN 1683 FOkD ISLAND LIGHT 31 1683 FORD ISLAND LIGMY_ 33 1684 SAT 1685 TOK 1685 COUCH ISLAND LIGHT 35 1686 RAT 1686 ABE 1686 ICE HARBOR POOL LIGMY 43 1686 ICE HARBOR POOL LIGHT 45 1687 OAT 1687 PINE TREE RAPIDS LIGHT_ 47 1688 PEN 1689 RUN_ ' 1689 TOP 1689 SCOTT LIGHT 52 1689 MTNDUST LIGHT 53 1690 SIN 1690 BOW USE - 1690 MATTHEMS LIGHT 58 1691 INDIAN MT LOT 1692 MOSES LAKE ARMY AIR FIELD WOODEN MATER TANK 1692 LAkSON AFB WATER TANK 1 1692 CARSON AFB WATER TANK 2 , 1692 (ARSON AF8 MATER TANK 3. 1692 GRANT CO AIRPORT SI% LEGGED CHECKERED TANK 1693 CANAL C 1693 FL0O0 C 1694 8Ai A 1694 WING A 1695 HAT B 1696 TOP B 1697 GRANT CO AIRPORT CONTROL TONER 1697 GRANT CO AIRPORT TANKBEACON 1698 GRANT CO AIRPORT FOUR LEGGED CHECKERED TANK 1699 GRANT CO AIRPORT SILVER TANK 1700 MOSES LAKE BELL TELEPHONE CO MICROWAVE TONER 1701 MARLIN AZIMUTH 1702 HANNING 1703 GRAM 1703 GRAM 2 1704 POWER 2 1705 MIND 1705 MIND 2 1706 LAING 1706 LA3NG 2 1707 LEwISTON NEZ PERCE COUNTY AIRPORT AP STA B 1707 LEWISTON NEZ PENCE COUNTY AIHPO:iT ARP 1708 LEWISTON NEZ PERCE COUNYY AIRPORT AP STA A 1709 EUREKA MALLA MALLA GRAIN GROMERS~ELEVATOR 1710 ELMO00 STATION GRAIN £LEVATOH 1711 SHORE 1711 SHORE HM A 1711 SMURE RM 2 REV: 4/73 46 Wash. UNITED STATES COAST AND GEODETIC SURVEY First order leveling Uncus to Hadlock, Washington April 30, 1948 Standard elevations based on the Sea-level Datum. of lg2g throu.~h the medium o~ ., the ~'acif is Northtaest Suppl®mentary Ad juetment off' lg~-7 for b®nch. marks describ®c1 in the attached list are given below. 1VOTE,°-For tidal bench tnar}ss included in. this list, elevations with respect to local tidal datum planes are availabl®, on request to the Directox°, UoS. Coast and Geodetic Survey, Washington 25, D.C. R.lyi, Ad usted Elevation. D.i~l. Ad usted E]'evation Meters) Feet) Meters: Feet) G 1 (USE) 3.618 T.T.S. ~+ RB (USGS ) 3.645 12.6 mi. SW of Port Town- send, bridge. n 259 48.073 C 259-~ 20 (USE) 125.532 11.0 mi. SW of° Port Townsend, rdo ~c°~, B 259 - 122.421 A 259 71.848 Z 257 20,187 g. o mi. sw of P®r=t Townsend, rd. int. -Y 257 45.827 8 . o mi . Sri o~ P Townsend, rd. int. Z 256 41.347 ur line to fort Townsend aa~d Fort Worden ZZ 256 (USE) 40.812 133.897 Y 256 66.100 216.863 5.0 mi . SGd of Port Townsend, rd. pct. 260.7 X 256 85.174 278.442 4.6 ffii. SW of Port Townsend, 3-rd. iaat. 279.8 3.7 ~,. s'G~ of Pox°t Townsend, brid~ea 188.4 ~ 3 (usE) 53.284 174.-816 3.l ani. SW of Po~°t Townsend., rd. ~cta 14409 T 257 65.417 214.622 D !~ {USE) i~G ~, ~~~ ~ ; C~ 54.955 180.288 1 < g mi ~ SNT of Port Town° send, rd. pct. 172.0 Port Townsend. 1V.E. Dase - 2.278 7.~-7~+ ReM. 1 Port Townsend N.E. pass 2.508 80228 R4NI. 2 Port Townsend 1V',E. base 2;220 7.283 S 257 30762 12,342 R 257 4.814 15.794 ~ 5 (USE) 290.834 97.880 ~ 257 53.222 174,613 ~ 257 52.812 173 595 U 257 16.152 52.gg2 Tidal. 7 16.339 53.606 Tidal 8~south ~as® (USA )23,872 78.320 Tidal 5 7.475 24.524 Tidal 2 3.251 10.6_ , Tidal 3 2.397 7.864 Tidal 1 3.123 10.246 Tidal 4 (tTSE ) 4 0 050 13.287 11.873 11.959 15.3 157.719 411.850 413 . ~. 40.643 235..721 66.230 6702 150.351 154.0 135 653 End of th® spur line At E+~our Gorne~°s, rd. int. 132.3 N 257 36.974 121°306 1.3 mi. SE of Four Corners, rd. ~cto 121.0 S ur~line to fort Townsend Air.Field v 257 31°886 104.613 x 257 35.709 117~~155 W 2~.7 31579 103.605 End. of the spur line B~_ Ad u'sted E1ega,tion ~ 257 360828 120.827 L 257 36°579 1200010 g 257 29 0 x+32 96 a 561 257 1.5+2 5 e 059. B 257 ~ 18a~+~+1 60.502 A 257 6.179 20,272 C 257 59 782 196 ° 135 D 257 x+6.215 151 a 62~+ G 257 x+10170 135eo72 130.87 (A. Co . ) 38 ; 2~+6 125 e x-79 H 257 37160 1210916 E 257 39~~80 129527 EE 257 (USE) 37737 123°809 F-257 28°982 95°085 46 wash9 UlVITID STATES COAST A1VD GEODETIC SURVEY : _ First~os°der leveling Unous to.Hadlock, Washington April 30, i9?+8 Standard elevations based. on the Sea-level Datum of lg2g through the medium of" the. Pacific 1Vorthweet Supplementary Adjustment of 1847 for bench marks described in the sttached list are given belowe 1VOTE,--For tidal bench marks included in this list, elevations with respect to looal tidal datum planes are available, on reg,uest to the Director,.UoS. Coaet anal Geodetic Survey, Waehington 25, D.Ca B:M. Ad ust~d Elevation B.M. Ad usted Elevatio~ AZeters) Feet) Meters) ` ' F®et G 1 (USE)- 3a61g T:T.se 4 RB (USGS) 3<645 12°6 mi.. SW of Port Town- send, bridge, 259 48,073 C 259=8 20 (USE) 125-,532 110 0 mi a SW of .:Port Townsend, rd. jct $ 259.. 122.421 A 259 71°'848 z 257 g.0 mio S47 of"..Port Townsend, rd. rit,. Y 257 8 0 0 mare SW of Port, Townsend:, rd.iint: z 256 20:187 45.827 11.873 B 4 (USE) 54955 18o.2g8 11.959 1. g mi SW of -Port- Town.- -send, rd: jct, 172x0 15.3 Port Townsend. N4E. Base 2.278 7>474 157,718 R:M. 1Fort-Townsend N:E: .Base"" 2.508 8°228 411,-850 R:M. 2 Port Townsend-1VeEa .413.1 Base " 2.220 7.283 401.643 S 257 3:762 12;342 235p721 R 257 40814 15.794 ~ 5 (USE). 29.834 97:880 669230 ~, 257 53.222 174.613 67.2 ~ 257 52°912 1734595 150,351 tr 257. 16.152 52.992 .Tidal 7 16:339 53.bo6 15.0 Tidal 8~South Baee (tTSA)23a872 78:320 41.347 13 5 653 Si~ur -line to-Port Townsend and Fort Worden ZZ 256 (USA) 40,812 133.897 Y 256 66a1oo X16.863 5 , ~- mi 9 SW of .Port Townsend, rd. jct9 26.0,7 x 256 : 85,174 279,442 4:6 mi. SW of Port Townsend, 3-rd:` irat. 279.8 3 e 7 mi . 547 of Port Townsend, bridged 188.4 B 3 (USE) 53.284 174.816 3.l mi, 547 of Port Townsend., rd. jcto 14409 T 257 65.x+17 2140622 Tidal 5 7,475 24.524 Tiaai 2 30251 100666 Tidal 3 2397 7.864 Tidal 1 3:123 10.2.6 Tidal 4 (USE) ~+a050 13e~87 End of th® s-pux^ 13.ne At Four Corners, rd. int.' 132°3 N 257 36.974 121,306 l03 mi: SE of Four Corners, rd. jcto _ 121,0 S~pux line to Fort Towne~nd Air Field 257 31:886 .104.613 x 257 35:709 117..°155 ~ 257 31x579 1030605 End of the spur line -2 BeM. Ads~sted Elevat3:on ~Metere) Felt` M 257 36°828 120.827 L 257 36 579 .120;010 25~_ 2g o x-32 9~.-561. J 257 ~ 1.5+2 5~-059 B 257 18 ~+~+1 60; 502 A 257 6.179 20.272 c .257 59 782 196 ° 135 D 257 x+6.215 151.62+ G 257 x+10170 1350072 130.87 (A. co. ) 38a 2~+6 125. x+79 H 257 37160 121.916 E 257 39~~+80 129°527 EE 257 (USE) 37'737 123-.809 F 257. 28.882 95,085 ~T" ~f ~ ~' . , '~ _ _ April 30, 1948 TED STEI.TES COAST AND GEODETIC SURVEY First--order .leveling Uncus to Hadlock, Washir~ton Standard elevations based on the Sea-level Datum of 1929 through the medium of the Ps;cif is Northwest Supplementary Ad juetm®nt of 19+7 for bench marks described in the attached list are given below. .NOTE,-=For tidal `bench marks included in this list, elevations with respect to local tidal datum planes are available, on recquest to the Director,.U.S. Coast and Geodetic Survey, Washington 25, D. C. BeM, Ad~usted Elevation Ba~+I. Ad'usted Elevation Meters) Feet.) Meters Feet G 1 {USE) 3 e 619 11..873 B 4 {USE) 54.955 180, 298 TrT.S. 4 RB {USGS) 3.645 ;11.959 1,9 mi SW of'Port- Town- 12>6 mi: SW of Port Town- ~ send, rd pct, 172:0 send, bridge. 15.3 Po~'t Townsend N<E. Base 2.278 7>474 D-259. 48.073 157719 R.h1e 1Port-Townsend N<E. ease " 2,508 80228 C 259=B 20 {USE) 125-•532 411.850 11. o mi o SW of .Port R e M. 2 Port Townsend. N. E a Townsend, rd. pct`, 413.1 -Base 2;220 7.283 ` B 259 122.421- 401.643 S 257 3x762 12 .34-2 A 259 71.848 235-.721 R 257 x+:814 15.794 B 5 {USE) 29.834 970880 Z 257 9.0 mi. SW of Port Townsend, rd. x~t. Y 257 8.o mss Sw o~ Port Townsend, rd. rata Z 256 20.187 66.230 67.2 4.5.827 150.351 1.54. o 41.347 135.653 Shur lime to Port. Townsend. -arid Fort' 4dorders. ZZ 256 (USE) 4-0.812 1.33.897 Y 256 660100 216.863: 5 , o mi a SW of -Port Townsend, rd. •jcts 260,7 .x 256 85x174- 279x442 4: 6 mi . SW of Port Tower nsend, 3-~d, int. 279.8 3:7 mi. SW of:Port To~end, bridge, _3,8984 B 3 {SSE), 53.284. 174x816 3,1 mi, SW of Port Townsend, rd. ~cta 144og T 257 65..4-17 214.622 ~, 257 53.222 1748613 P 257 52912 173.595 U 257 16.152 52.992 ..Tidal 7 16;339 53.606 Tidal 8=South Base (tTSA)23o872 78.320 Tidal 5 Tidal 2 Tidal 3 Tidal, 1 Tidal 4 {USE) 7.4.75 24.52+ 3.251 108666. 2.397 7.864 3.123 10:246 4ao5o 13.2$7 End o~° the spur line At Four Corners, rd. int. 132e3 N 257 36,974- 121;306 13 mi. SE of four Corners, rd. pct. 121.0 fur line. to Fort. Townsend Air Field ~" 257 31e886 1.04-.613 x 257. 35e7o9 1170155 w 257 31.579 .103.605 End of the spur line -2 B.M. Ad~usted Elevation • Meters) Feet ~ 257 36;828 120.827 L 257 3~a579 1200010 K 257 2g o x+32 96.561 J 257 1.52 5°059 B 257 18 e ~+~+1 60 0 502 A 257 6,178 20.272 C 257 59.782 1g6e135 D 257 x+6.215 1510 62~+ G 257 x+10170 135°072 130.87 (A.Co. ) 3802+6 125,x+79 g 257 37a-160 121.916 E 257 39,x+80 1290527 EE 257 (USE)- 370737 1230809 F 257. 28.982 95<-085 April 30, 19+8 UNITED STATES COAST AND GEODE'7.'TC SURVEY First-order leveling Uncus to Hadlocl~, Washington Standa~°d elevations based on the Sea-level Datum of lg2g through the medium of the Pacific Northwest- Supplementar~r Ad~ustm®nt of 1g~+7 for bench m~r°ks described in the attached list are given belowo NOTE.°~mFor tidal bench anarks included in this list, elevations with respect to local tidal datum p3anss are ava~,lable, on reg,uest to the Director, U.S. Coact and Geodetic Survey, Washington 25, Do C. BoNi, Act usted Elevation ~ Bvl~t. ~ Ad'usted Elevation Meters) Feet) M®-ters) Feet G 1 (USE) 3.619 11.873 T;T.s. ~+ RB (USGS) 3e6~+5 11,959 12.6 mi. SW o~-Port Town- send, bridge. 15=3 259 x+8.073 -157.-719 C 259-~ 20 (USE) 125x532 x+11.850 1140 mio sw of .Port Townsend, rd. pct'; x+13.1 B 25g 122. x+21 ~+oa~. 6~+3 A 258 71a'8~+8 235.721 Z 257 2os387 66.230 g a 0 mz. o s6d of .Port Townsend, rd e rzt. 67 0 2 y 257 x+5.827 150,351 8.0 mans: , Sw of` Port Townsend, rd. i 15+.0 Z 256 ~+1.3~7 135 653 ur line to-Port. Townsend and Fort Worden zz:-256 (USE.} X0.812 133.887 Y 256 66e1oo 216.863 5. o ani. SW of .Dart Townsend, rd. ~cte 260,7 x 256 85.17 279.0-~2 ~+:6 mi. SW of Port ` Townsend,'3®rd.nt. 279.8 3 ; 7 aaai . SGT of Port Townsend, bridged 18g.~+ B 3 (USE) 53.28+ 17+.836 3.1 an,i. 'sW of -Fort Townsend, rd. ~~to 1~+~+.g T 257 65 . x+17 214 0 622 B ~+ (USE) 5~+~ 955 180.288 1 < g m~. SGT of Porte Town- send:, rd: jcts 172.0 Port Townsend.NaE. Base 2.278 ~ 70~-74- R;hI. l Port Townsend NE< -Base 2.508 8°228 Rohe 2 Port Townsond N.E> Base 2.223 7°283 s 257 3 a 762 12 s 3~-2 R 257 ~+ 0 81~+ 15.79+ , ~ 5 (USE ). 2g.83~+ 97e 880 Q ?57 53.222 17~-..613 P 257 520932 173 595 U 257 16°152 52,992 Tidal 7 16;339 .53.606 Tidal 8~South Base (tTSA )23.872 78 e 320 Tidal 5 7. x-75 2~+. 52~+ Tidal 2 3.251 10.666 Tidal 3 2.-397 7.86 Tidal 1 3.123 10.2?~6 Tid.sl ~+ (~sE) ~ 0 050 13 e 287 End of the s~pu~° line At Four Cornex°e, rd. int.' 132°.3 257 36.97+ 121;306 1 e 3 any. , SE of Four Corners:, rd. pct; 121.0 Spur line to Fort Townsend Air,,F'ield ~r 257 31-.886 1o~+e 613 x 257 35;7og 117..155 W 257 31.579 _1030605 .End of the spur line M 257 36°828 120.0827 L 2 bo 1200010 g 257 2g o x-32 g6 0 561 Ad usted Elevation Meters) Feet ~ 257 1.5+2 5 e 059 B 257 18e~+~+1 6oe5o2 A 257 6a17g 20;272 C 257 59°782 .186,135 D 257 ~+6 e 215 1510 62~+ G 257 ~+l0170 1350072. 130x87 (AeCoe) 38e2~+6 125,x+79 H 257 37<-160 121og16 ` E 257 39~~+80 129 0527 EE 257 (USE) 37737 1230809 F 257. 28x982 95<085 . ~. ti 4 584A U..S. DEPARTMENT OF C00.:.~~ERCE Y EODETIC SURV E N D G { Y 8 ~~ COAST A p / ~ : y~ { ~ s •- - ~~~®V ~ cif ttiV~S:.~ ~lti~~~ , p/~ 1Vl~RI\L ~+'aahinoton - 51. - %' Designation Tidal L 257 (1944} State ~,IsshinS'-.on County Jefferson j ' Nearest town : t Fo.•t :•lorden County Jefferson sef of Party ~,~~~ Ch Distance and direction from nearest town At Fort i~'ordon Recovery Date July 291 Character of mark StUndard Disk Stamping U 257 1944 Established by GoESt and Geodatic, Survey Present condition Good Detailed report At Fort ~,forden, set in top and center of lar Ge, octaSoral, ~ncrete ~ bloc:: forr.er•Iy usFd aQ b~s© for carnor., at nor*?^wost corner of inter section of Cherr,~ and ?•lest streets in : art kdoi~clQn Carter ryrou:~ds , 18 feet west of we: t ci:rb of Cherry Streat, 37 feet north of north curb of ir!est Stroet, flt:sh Frith prounc. ~ ~ :~t.r1: is about 135 feet north-rorthaast of red brick theatre buildir.S, and 41 feet east-so~ztheast of building 3GO, ti„-ihci: i s tl:e •~hi rd 1n:i~ di ng `n'est of thQ ~.dministrpti on Building of the Fort tn'orden Diugiostic a.:d Treatment Center. .HET USCOMM•DC 5167. j -, u C f1FPARTI/:hT AF Cnse_:'RCE ~ kJ' / FO~trt 6SSA COAST AND GEODETIC SURVEY - (1.8.58) Designation Tidal R 257 (19!{:,.} State'.. klashing•`~an County Jefferson Nearest. town ~t ?art Townsend County Jefferson Chief of Party ^,;~, Distance. and direction from nearest town ~t Fort Townsend Recovery Date Ju!y 1961 Character of mark S wrldard Lisp _ Stamping R 257 1.9b.4. Established key Coas-~ ar-~: Geodetic Survey . Present condition Good Detailed report r.t Port Townsend, set vorticall.y in saute brick wa1). of City iia11, at intersection of Water and t".adison Streets, Sench riarl~ is ona foot from southwest coma„ of wall, 5 fet~t abov© sicie~aalk, 2S fe©t west o° entrsnce to Cit;r Fall, and ~4 feat northeast of canter of irte~secti on of `rlatar and :•r.dison ,Streets. A ~ T .~.-. ~,~ USCOMM•OC 5167 . U.S. SURVEY Designation Tir3ai 10 {1952) State ~lr~shinaton County Sofferson . Nearest town nt Port Townsend County Jefferson Chief of Party F.~l. - Distance and direction from nearest town At Port ~'o~.*:~sond Recovery Date duly 19b1 Character of mark Standard Disk Stamping ~C 7.0 2952 Established by Coast and Geod©tic Survey Present condition Good [)etaiied report At Port Townsend, set on flop of r_or-ti'r::•rast cor:~o- ox concrete ~~71 ~ arouud storaSe tanks on Point Iiutson ati Union 4i1 Pie'.{, or. soufih s;de of Wale. Street. Bench Nark is ~ feet aLrove srxocd;, ~~ inc;':es f=_vr~ rorawh side of wa119 , and one foot from west side of wall. . A.E.T. ~+ ~ t I USCOMM•DC 3167 ~J /1~J ~ ortM, d85A U•S. DEPA?Tt.i~iVT OF CC:~:f.:.~;CE `~ g ./ COAST AHO G.QO:TtC SUrwcY ~ !•8. 581 ~')'=CC)V~ ~Z~ I~~ ~ ",., ~tiC~ ~~,~-~~ .rashn~~tan .- 51 - 2 Designation Tidal 9 (1952) State- t•3s~:~~:lgton County~efer~on Nearest town Port Townsend County ~effcrsan Chief of Party T'rcd ~?;~;,o'~~: Distance and direction from nearest town At Port sown: and Recovery Date 3uae 1g~3 Character of mark Str~7dard disk Stamping h10 ~ 1952 .Established by Coast and Geodetic ~u-ve;~ ~ , Present condition Good Detailed report A.t Port Townsord, at Unio:~ 6iT Leek, sot o~ fou.~d€stion of Goncreto w,~,i ~.^ourd tora~o tanks, 8 inches southwest os" southwest cor::er os" kai?', 8 incho~ frame ~:3st side of oundation, 8 inches from south side of foundation,. and ~ inches above the Srouzd.. i L. L. R. U.S. DEPARTMEPST OF CO: COAST AND GEODETIC SURVEY htashin~~ton - 51 - 2 Designation Tidal 11 (1952) State t•7asrington County Jefferson ~' Nearest town At Port ToG'nsend County Jeffe-,ion Chief of Party P,~I, Distance and direction from nearest town At Port To~.,~se d Recovery Date Jv1y 191 ~ Character of mark Standard Disk Stamping iua 11 1952 t Established by Coast and Geod©tie Survey Present condition Good Detailed report At Port. ToU~r_send, sot in %op ce7to: ox' south half of old concrete foundation built on brick foundation, :>ppra~.~:atcl~.* 3C0 yards rartn~~est of Point fiudson~ and. appiv:;l~.atoly 50 yares :.orth;;cst of nort.~~:es t ccrr:e-r of 4 Point ih;dson ;Enainoar 1`ainten3nco &:se concre~~o to:~.s courts. Top of found- ation is 2 :t 1~. feet, and threo feet above grou.~d. ~::•::c;. ~,..~ ~~ $5, 5 feet ~ west of road e.long west side of old Ar;rrt; h;.se, i,:.s:d 55 ~ee•,, ro-. ~n of iv;d ~ leading west from tkro garages at northwes~; corr~ar of tennis C:wl:2-t. r t A.E.T. uscos~M•oC 5167 !`ow. / i vo~~.+ 6E5A U.S. DEPARTN•~P.T OF COt.::::CF.CE (1•R• 58} COAST ANO CEOOETIC :iL'NYcY 4Jashir.~ton - 5I - 2 . Designation Tidal 12 (1952) State 'fTashir~ian County Jefferson .Nearest town fit Fors 4;orden County Jefferson Chief of Party F.i".7. Distance and direction from nearest town At fort jo~dc:2 Recovery Date .July lio2 .Character of mark St:~ndard Disk Stamping P•.D 12 1952 Established by Coast an3 Geod©tic Survey • Present condition Good Detailed report Ati Fort i;orden Conter~ sat on southeast side of largest moulder on • .beach, ~. f©et balow top of bouldor and 3 fear aco~*v the ss.;c~d. Bench- r".~:k is appro:d.r.Ytoly 650 feet sou-`~,h of soutl^. docc, and appro: *^^tc~ly 1b0 feet norz4a of small shed at foot of flight of ab3rdon~.d ~oeden steps lending up to the street in the southeast cornor of Fo*~t r'ordan3ia~..ostic and Trestmcnt Centar, A.E.T.. ,, September 27, 1946 UNITED STGTE6 CG++ST AND GEODEPIC SURVEY First-order levallhg IIncua to Hadlock. Wash. - Thia lineYOilowa State Highway 9 from Uncus to Four Corners, ragas Prom Four Corners-vi a.Hadlook Lo Iordlana Ferry, and a road on Indian Ialana from the Perry lanaiag to the U.S. Naval magazine. 'd spur line follava state Highway 9 Yrom Pour Corners.. toPOrt Town- send and r`ox•L Worden. The field work wasdone Prom September 11 to 20, 1944, by a party in charge oY Clarenoa Symne, Jr., aeeoaiate gaodetla.engineer. - - For additional Danan marKS in the vicinity of Uncus, sea "Twin Rivera to Ulympis, !`lash.." G 1 (U.S.%.1•--About~0.7 mile uorth along U.S. highway 101 Yrom the junotion~of State Highway 9 aL Unoua, JePi'erson County, about 100 Peet aouthweat of the vertex oY a curve at thenortheast end of a 1/4-mile tangent, at the edge of the abandoned highway, 58 Peet northwest of Lhe northwest rail 01' a railroad uraok,b5.5 Peet south of a white post lettel•ed "F11' 136 G (1 )," 53.2 feet northeast of pole 454, and 3y.8 Peet southeast oY the aenter Sine oY the highway. A CorpaoY L•ngineera, U.S. xr~y, standard map-control-station disk, clasped "G 1^ and sat in the toy oY s concrete post projaoting about l inch above ground. T.T.S. 4 aB (U.S.G.S.).--About 12.5 miles southwest along State Highway 9 Yrom the city hall at Port i'ovmaehd, Jefferson County, at Unoua,: at the junction oY U.S. gnway : 6 Yeat northeast oY the aeu~er line oY 0.5. tlighwny 101, 2'/ feet southwest-oi' the aenter line-of the northeast road of the junction triangle, and 2 Peet south oP a white wooden witnesepoet. d United States Geologiael Survey atandara disk, stamped "TT 4 lad lyaU 12° and sec in Lha top oY a oonorete post projecting about U.2 Poot above ground. About 12.6 miles southwest along State &ighway yi'rom the city hallat Port Townsana, about 0.2 mile asst oY Unoua, aenter line or orate rii way at the middle oY a bridge over unow Crsek. D-~25y.--Abdul i~1.9 miles southwest along State highway y from. the oily hall aL Port x'ovmsand, JefYerson.County, about U.9 mile east oY Lhe.junot on oz .~kiighway 101 at Unoua, on the northwest slope oY a'hill, 25 feet northeast oY the ean~line of rile Highway, 4.5 Yeet northwest of pole 251, and 2.5"i'eet southeast ox' a white wooden witness poaL. A aLandara aiak, stamped "D 259 1944" and set In the top oi' a concrete post projaoting about 0.4 Poot-above ground. - -. . C'259~B 2U (U.s.u.).--About 11.0 miles southwest alone State Highway~y from Lha city hall atri•ort Townsend, JaPPeraon County; about 1.8 miles east of Lhe Juno on o 7.5. ~ignway 101 at IIncua, at.the junotionoP State }ghway 9 E,24 feet north of Lhe oe line of Stale IIiBhwaY 9, 5.3 Peet wetiL of s highway signpost, and 2 %eeL northeast oP a white wooden witneea post. A Corps of Engin- eera, U.S. ArWy, atalklnrd disk, stamped "C 259 1944^ and sat in the top oP a oonorete poac projecting about 0.2 Poot above ground. About 11.0 mileesouthwest along State 1lighway 9 Prom Lhe aiL,y hall at Port wnaend, about 1.8 miles east of Uuoua, oenter line oP the b way a e junction of State Highway~f'Zl:~ B 259•--About 10.8milea southwest along Stara Highway 9 Prom the airy hall at port Townsend, JeYferaon County, about 2.1 miles. east oP Lhe junct onto 4~ignway 101 at Unoua, near the north- east end of a parking zone,~opposite s deep rooTout, 32 feat north-~ west oP Lhe oenter line of the highway, 4.5 PaeL southwest oP a white wooden witness poet, in the top oP a rock outcrop, and about level with the ground. A standard disk, stamped "B 259 1944•" a z5y.--About 10.I miles aouthweat along State Highway .9 Yrom the city hall at Port Towllsand, Jefferson County, about 2.8 miles northeast oY Lha uua on o .5. Highway 101 at Uuoue, on Lhe in- sideof s curve Prom northeast to south, 58 Peet nor~east oY the north poac oY a guardrail west oY the highway, 46.5 Peet east of pole 177, at a culvert,-in the top of the-south corner ofthe east head wall, 16.5 feetieast oPthe oenter line of the highway, and about 3 Yeet lower than the highway. A standard disk, stamped"A 259 1944:^ Z 257.--About 9:0 miles southwest along State Highway 9 Prom the city hallat port Townsend Jefferson County, alwut 3.9 miles northeast oY the uno on o .S. Highway 101 ati Unoua, at the in- teraeotign of the Romona Beach road, 60 Peat port east of a oroae- ing aig<1, 58 Yeet north of the oenter line oP the road, 39 feet weat~oY Lha banter line.of the highway,. and 2 Peet south of a whits wooden:"witneea poet. i. standard disk, stalaped "Z 257 1944" end set in the top oY a aonoreLe post projaoting about 0.4 foot above ground. ... - About 9.0 miles aouthweat along State Highway y from Lhe oily hall at Fort Townsend, about 3.9 miles northeast oP Uncus, highway surface n t e ceu sr oY the interaeotion of the Romona ~eaah road. Y 257.--about 8.0 miles southwest along State Highway 9 from 'Lha city hall at Yort Townsend, Jefferson County, about 4.9 miles northeast of the uno on o .S. Highway 101 at Uncus, at the in- teraeation oY roads leading north and south, 30.5 ae east of the , oenter liueoP the highway, it Peetweat of the aenter fins oP the road leadingsouth, and 2 Peet north of a white wooden witneea. poet, ii standard disk, stamped ^Y 257 1944" and set in the, top of n oonorete post projecting about O.b Poot above ground. about 3.U miles southweaL along SLeta highway y from Lha city hall at Ybrt Townaena, about 4.9 miles northeast of Uncus, aenter line oY a ghway at the dntereeotion oP side roads leading north and south. !~e 1i3ort b~ua~ wwM r~MMw~ to this WI, ~Mratloar w1~ Y!NNII M i~IN i~kcl 1aw~ ylanu as swipdMr M lyUN6 Z 25b.--About b.'! miles southwest along 9taLe Highway 9 Prom the airy hall at~I•ort Townsend, Jefferson County, at Four Corners,, 57 feet south oY a den er ne oT tna east-and-weal roa , feet west oY the center line of: the hii;hway, 18.6 Peet south oP pole 36 H-S, and 1.6 Peet south of a waits wooden witness post. A standard disk, atampad "Z 256 1944" and set in the top of a aon- cretepoat projaoting about,O.b Poot above ground. fur line to Port Townsend and Port Worden. 2Z 256 (U.S.E.).--About 6.6 miles southwest along State High- way 9 from the city hall at I•ort Townsend, Jefferson County; about 0.15 mile north of }'our Corners, alion~ISS Peet southof s drive- way leading east Lo a ama~isma house about lU0 feet east of the hialiwey, 20.3 Paet east oY the oenter line oi' the highway, 7-•2 feat west oY the west Yaoe oY a 40-inch stump, and about 1 Poot lower than the highway. A Corpa oY~Engineers, U.S...rmy, map-non- trol-station disk, stamped ^Z'L 256 A2~diTLTH DL',1iK^ said- set in the top oY a oonorete poet projaoting about 6 inches above ground. Y 25b.--About 5.7 miles soyth•~veat along State Highway 4 from the city hall at tort Townsend, JeYferaon County, at he junction oi' a private roan lan ng tree , 34.5 Peet weal oP the center line oP the highway, ib Peet north of the aenter line OP Lhe road, y.5 Yeet northeast of a Pence corner, 3.5 Paet east oP the Yenae, and 1.5 feat'north ox' a white wooden witness post. A standard disk, stamped ^Y 256 lyy4"~ana set in the top oY a oonorete poaL projecting about 0.6 Yoot above ground. About 5•U miles aouthweat along Strata Highway 9 Yrom the city hall at Port Townsend aenter line oP Lhe highway at Lna junction oP a pave ro ea irg southeast to ~OPL Ludlow. ' $ 256.--About 4.b miles aouthveat along State Highway 9 from the pity hall at Port Townsend, Jefferson County, at Lne nox•tuweat corner oY a pecan oY~ wooG~~a 3-road intersection, 27 feet south oY the oenter line of the road leading east, 27 feat east ox' the aenter line`oi' the Highway, and 1.3 Pest south of s write wooden witness post. a standard disk, sLampeo ^% 250 lyn4" and set in the top or a conoreta poet projecting about 0.6 Poot aboveground. About 4•b miiea soutn.teat along StateHighway 9 Prot} the city hall at Port Townsend, center line of the highway at a 3-roedin~ teraection. - - - s~+_ About- 3.7 miles southwest along State Highway 9 Prom the city hall at Port Townsend highway surface at the middle oY the bridge over the oago,~- Waukee, St. i•aul & i•soiPic Railroad. H 3 (U.S.E.).--About 3.6 miles southwest along Stara Highway 9 Yrom the city hall at?ort Townsend, JeYferaon County, shout 0.1. mile north oP an overpass, a a roa ,crossing, 4"1 Peet 6outh~ox' the center line oY tae roan, 27.5 feet west o1' the aenter line oi' Lha highway, at the top or a small nut, and 1.7 Yeet south of.-a white wooden witness poac. A Corps oY Engineers, U.S: Army, stand- ard disk, atawped "P.B.M. B-3-36" and set in Lha top oY a oonorete post projaoting about 0.5 Yoot above ground. ,about 3.1 miles southwest along State Higliany 9 Prom the oily hall at Port Towpaend, oenter line oY Lne highway at the junction or a pave roes cad ng east. . T 257.--:.bout 2.3 miles southwest along State Highway 9 from the city hall at port Townsend. JeYferaon County, about 115 Peet east oi' a service station at t e junction oY'a road leadingsotith, at the junction oi' a private road leading north Lo a small shingled house, 24 feet. north oP Lhe oenter line oP thehlghway, 13 feel west oY the aenter line oY the rose, 4.4 Peet west oY a Pence cor- ner, 0.9 Yoot south oi' a panel Yenae, and 1.6-Peet east bx' swhite wooden witneea poet, d standard disk, stamped ^T 257 1944" and set in the top oi' a oonorete post projaoting about 0.6 foot above ground. H 4~(U.S.E.).--About 1.9 miles aouthweat along State Highway 9 Prom the city hall at port Tosrnaeud, JeYferaon County, at Lhe juho- Lion oP the 3t. John's ap t road, at the corner or the highway cut at the northwest angle oP the junction, 43.2 Yeat north oi' Lhe oenter line oi' the highway, 36 Yeet west of the oenter line oY ~tDe road, 5.5 feet south o1' a barbed-v(ire Yenae, 1.9 feat east oP a St. John's Hoapitalaign, and about 7 Peet higher than the highway. A Corps ox' Engineers, U.S. Army, ataudard map-control-atatlop disk, stamped "P.B.M. B-4-36 180.000" and.aet in Lhe top oY a son- crate poet projaoting about 4 inch ea above ground. About 1.9 miles southwest along State Highway y i'rom the city -hall aL.POrt Townsend, oenter line of Lha highvay~at the junction oP tna,5 o `e Hospital road. Port Townsend Northeast B6ae.--At Port Townsend, JeYferaon County, about 1.0 mile southwest along o a e way 9Prom the., city hell, about540 Peat aouthweat oP Kearney Street, about 180 Peet northwest of Weahington Street, about 162 Peet eouthaast oY Lhe aenter line of the highway, aboub 108 Yeet seat oY a green two-. way Pire bydrent, and 1.5 feet southwest of a white wooden witness post. A standard triangulation-station aiak, stamped "N.E. BASE 1856 1908 1941" and set in Lhe Lop of a concrete post projeating about 0.8 Yoot above ground. R.M. 1 Yort Townsend Northeast Base.--At Yort Tovmsand, deYYv BreOn-COUnty, BbOLLt l.U L1x18 8oathweet along :iLate 11 gnWay YTOID the oily hall, 71.5 Yeet aouuthwest of triangulation station Port Townaeaa Northeast Base, described above, about 177 feet south- east oi' the neuter line oY the highway, 91 feet southeast oY a green two-way i'ire hydrant, and 2 Yeet norLhweaLoY.a white wooden witneea post. d staghard reference-mark disk, stamped "N0. 1 1856 lyyl^ and set in tb,5 Lop ox' a oonorete poat.projeoting about 0.4 foot above ground. H.M. 2 Port Townsend Northeast Baee.--AtPort Townsend Jaff- eraon County, about 1.0 mile aouthweat along. a a way from the city hall, 11,6.5 Peetnorthweat of triangulation station Port YeetBSOUthvreaLeofta poweratranismieaion andastreetrlight pole,n2138 373-7 -2. Peet southeast of the center line oY State Highway 9, 17 Peet north- west oY the avatar line of a gravel road paralleling the Chicago, Milwaukee, St. Paul & YaaiPio Railroad, and 1.4 feet northeast oP a white woodea witness goat. i. standard reference-mark disk, stamp- ed "SiU. 21556 1941" and set intheLOp of a oonoretepoat pro- - ~eoLing about 0.4 Poot above ground. 5.257.--At Port Townaettd, Jefferson Oounty, about 0.5 mile southwest along a e way 9Prom the city hall, opposite a steep bluff, .in the top oP the sea wall, 5.b Peet northeast of the southwest and, and 24 feet southeast oY the canter line of Lhe highway.- A standard disk, stamped "S 257 1544." $ 257,--At Port Townsend, Jefferson County, at the interseo- Lion of Waster an r n teats, in the southeast Pace oP the city hall, L foot northeast oP the south ,oorner,,and.4.9-feet higher than the aidawalk. A atandard~diak, stamped "R 257 1944^ and set vertically. - H 5 (U.S.E.).--At Yort Townsend, Jefferson County, at the in- Leraeation-oP :isahington ana err son Streets, at the poet oYPiae, 50.5 Peet southwest oP the southwest curb of Harrison Street, 13 feet northwest of the northwest curb of 'tlaehington Street,. 25 feet south of the seat corner of the post office, and Sn the southwest endof ~a water-system manhole cover. A CorpaoP Engineers, U.S. Army, standard disk, stamped !~?.E.M: $-5-36 97.542.^ - rl 25?•--AL ort Townsend, JafPeraoU County, at the school, in the south Paoe o a r o u Iding with a atone foundation, 6.4 feet westoP Lhe west-edge of the west basement window on the south aide of Lhe building, 1.3 Peet east oP the southwest corner of the building, and about 3:Peet a~ve the ground. A atandard~diak,. atampad "G. 257 1544^ and,aet vertically. P 259.--At Port Townsend, Jefferson County, about 0.7 mile north alottg the n roc ending t0-Fort Worden Yrom the school, at s road interaeotion; 37 Peat west' oY Lhe center line of the mein road, 15 Yeet north oP Lhe canter lino oP the east-and-west road, at the southeast corner oP a peatura, 1.6 feel south of s fence, and 2 Peet west of-a :dtira wooden witness goat. A stenflard disk, stamped "P 257.1544" t}nd set in the top oP a oonoa•8Le post prq~egting about 0.6 Poot above ground. U 257.--At orL 7lordeh, JePYeraon County, at the intersection of Oherry anfl`tYea tee s, opposite the theater, 33.5 Peet north of the north curb of WeatStreet, 18 feet west of'~the west oUrb oY Cherry Strast, 24.5 Peet aoutheasL of the southeast corner oP the ' guardhouse, at the southeast corner oY-the lawn, in -the top or an ogtaggnal,oonareLe block formerly used ua a. base 1'or a cannon, ana about 2 incases higher than the ground. --A standard disx, stamped "U 257 1544.^ Tidal").--At Fort `dorden, JeYYeraou County, on the street along the aortas sine oY t e parade grounu, xn the south Yaoe of barraeka building 225 Y7, 0,7 Pgot seat of the southwest corner, ana 2.4-feat above Lhe:grqunH. A standard disk, stamped "7 1935" and sat verti- cally. ~- Tidal S~tiouth~}3ase (U.S.A.}.--At Fort "orden,'Jefferaon County, at 'the soutneast.corner oY the~reserva on,~~a out 250 feet south by east of tna aotmnanaing general's house, 25.2 feet east oi' the center - 1Sne.o.Y the street paralleling Lne snore, 13.2 Yeet northeast oY Lhe seat post of aline oP steel gates across the street, 8.3 Seer south- west of theequtn sad of a pipe guardrail along tneblufY,in the topoY a oonoreta block about 3 Peet in diameter,-aria about 2 Peet. higher than Lhe ground. x 2-iuoh brava plug. Tina! 5•--At Fort 'rlordon; Je1'Yeraon County, on Lhe etreaL peral- leling lase ahdre, a ou ,yarns eouih ox' Lne southeast corner of building~5U0,'about 75 yarns north oP a bend in the sidewalk toward the Sieadquartera buildings, 41 feet north qY pole 5b, S.5 feet west of tine west sage of ttte sidewalk, in the northwest corner of a oon- oretb manhole top, and about level wiin Lhe ground. A atandaru disk; ata.aped "5 1939." Tidal 2.--xt Fort Worden, JaPrarson County, on lase arrest paral- leling Lhe shot e,about Peet southwest of the Snaaore end oY the - wharf, in Lne east wall oY oouorete building 501, 3.7 feel north oY the southeast corner, 31.8-YeeL west of the west edge oY Lne aide'waltc, and about 1 Toot above the ground. A atanaara• disk; stamped "2 1525" -ana set vertically. 'tidal 3•°At Fort ,]orden, JeYYereon County, on the heaoh, about 650 teat south oY lase south wharf, about 155 Yaet north or the canter line oYa amallsned ana a Plight oP Sy wooden steps leading up Lo the aommanaing general's house, and in the northeast face oY the only boulder oh the heaoh. A etandara disx, stamped "3 1925" and Bat vea•tioally. Tidal 1:--At Fort Jo den JePPeraon County, on the street paral- leling lase shore, eaOULf S. Pest~weaL oY the inshore end of the wharf, in Lhe east face or concrete Duilaing 502, 3.5 2'eet south oY Lhe northeast corner, 47 fast wear vY the center line of Lhe streetCC and about 1 fool anova tae ground. A atandai•a disk, stamped "1 ly2y", and set vertically. Tidal 4 (L'•S.B.).--At Fort ho•aen, Jefferson County, on the arrest paralleling the snore,-bra opt-llu yards north'oY the wharY,65 feat north ox' the northeast corner oY building Sly, 12.2 YeeL north- eeat oY.pole S 10, 42 YeeL west oP Lhe center line oP the street, in the weal Yaae~oi' the east retainingwali oP namail oonoreta oable- oroasing nuiiaiug, 3•S feet south oP the ngrth end, and 5.6 fast above, the aonorete floor.. A bronze wedge, stamped "H'M 6.71U 16..200." Eud ox' the spur line. Four Corners, road auTi`.pe at the center dY-tae intersection of irate ti w ana the lordland Ferry road. ~~:" • ~. N Zy7•--About 1.3 miles southeast along the 2tordlana Ferry road Prom the intersection of utate Highwep g at Four Corn ra, Jefferson County, at the 3unction of d. road leading nqr o-Port Townsend, 33.4 feat northeast of the center line of the ferry. road, - 25 feat east of the center line. of the Yort Townsend roafl, b0.2 feet north of a road sign, and 2.2 Peet aoutheasL of a white wooden witness goat. A atandarddiek, stamped "R 257..1944" and set in Lhe- top oP a aonorete post prgieotiug about 0.(i Foot above ground. About 1.3.mlles aoutneast along the Nordls¢d Ferry~roadYrom- the lntaraection.of State Highway 9 at Four Corners, road aurPnge at thaaenter of theiunotivn of the Yor ownaen .road. Spur line to Fort Toxnaeud .;ir Field. V 257.--About 3.3 miles southeast along She Nordlanfl Ferry toed from the intersection oP State HigUwag 9 at Faur Corners;'JePPeradn County, Lhenae about O.y mile north along.tihe •ort Townaendroad;. at Fort.Townaend Air Field, at the east end oY the Yield,.neal• tpe intersect on o s new road and the old road, 30 feet southwest of the canter-lino oP the new road, 1.3 feet southeast oP a Pence, and 1.7-feet southeast of a white woodenwiLnesa poet. A standard disk, stampefl "V 257 1944" and set in the top of a oonprete poet pro3eotingabout U.b Pgot above ground. X 257•--At Fort Townaend~.' r Field, Jefferson County, 12 feet southwest of the aou~ieas corner o tTie hangar, and in. the tgpoY~ the wastaorner of the aonorete hangar-door bl•aae. i, standard disk, stamped "X 257 1944." W 257•--xL Fort Townasna.Air F"e1d, Jefferson County, aL the south aide of lase le c rep 'y n ne with-the east Taos of the hangar at Lhe north aide qP lase fialu, sad 1.5 feat westof -s white vrovden witness post. A standard disx; stawped"W 257 1544" and set in the Lop of a couorate post protecting about 0.6 ibot above ground. Lind oY the spur line. M 257•--About 2.S.milea northrwest nlgtxE; the Four Corners road - Prom Lhe ferry Book at-N rfll~eg tI, JefPerson~County, at a 5- road intersection, 32 feet vas o ,e o8hter line of Lhe main road, 25 feet north oP the center iixteof the grevelrond leading - east, 1.3 Seet weal oY a fence oorne,-anfl 1.9 x'eet southoPa white woodea r+itt;esa post. .~ standard flick, stamped "L1 257 1544" and set in the top of aaorarete poet prgteating about u.4 toot above gro~ut+a. - - _ l 237:--xbout 1.7-miles northwest along lase Four corners rose Prow the-ferry look at Ngrdland perry,-,Tei'ferson County, at a-5- road intersection, 4U YaBt r1orL wear oP lase center line oftue ~. road load ittg norw.eaat, 3b Y9at north of'the venter line of.tue roan leading west, 36.5 i'eet squthwest oY lase west ogrnargf a. small rvaiting,atutign; ana 1.6~Peet northeast oP a waits woogen witness poet. °A standard disk, stamped "L 257 1544" and set 1A the top oY a concrete poet protesting about 0.6 foot aDOVe ga•ounq. ii 257.--AboutU.S mite southwest along rasa !roar-Corhera roafl Yrom the ferry dock at N rdland~Ferr , Jergaraon u'ounty, at a 3- road intereeotivit, 26 Peet wee o ue oentar lino oY rasa road leasing north, 27 feat north of the center line of she main road, 2.9 Peet northwest of a power-transmission line pole, and 1.7`feAL north of a ~dhite wooden witness post. A etandara disx, stamped "K 257 1944" ann;aeL in the top of a concrete goat protooting about U.v YovL above ground. J 257.--At Nordlnnd Ferr , JaPYaraon County, on the south shore oi' the Narrows, a ou ~ ~ ea east ofLne seater line oY the road. leasing to the Perry Hoax, 9.5 YeeL'eoutheast oY Lhe southeast cor- ner oY a aonorete block supporting an irgn'beam holding Lne cable,' and in the Lop bfthe north corner oY the aonorete anchor blocx of the Danis guard. A-atandara~aisx, stamped "J-257 1544.^ B 257.--At Indian Selena, TePPeraou County,. at the south (main) gate oY t e .S. d.nvy installation, at Lhe tunotign.of a. private toss leading south, 23 YeeL eoutnweat of the Debtor line of the paved road, 13•> Ye6t east of the seater line qY the private road, 3.6faeL southwest dP 6 pole and 2~Peet northwest Of a walla wooden witness poet. A.etannard d~ak, stamped ^H 257 1544" and set in Lhe top oY a oonorete'poat pa•oteoting about U.b foot above ground. A 257:--At Indian Island, JeYPeraun Ootutty, at the squth end of Lhe island, a out a southeast aloes a paved roaC-from the main gate oP the U.S. I:avy inetallation;.53 Peet wear oA.Lha northwest gate, 25'•5 faeLttorth of Lhe oenter~line oP thepavad - ra9fl, 1.9 Peet south oY the x'euae, and 1.9 YeeL east oY a waits wooden witnasa poet. A atandeid disk, stamped ^A 257 1544" anfl set in the top oY-a oonoreta poet protaoting about 0.6.Pootanove ground. ~ - G 257•--AL ndia Ialan JeYYereon.Couhty, spout U.5 mile nortl, along the n nor -and-south toss from the main gate oY Lhe V.r.taavy Snetallation, snout 0.1 mile aortas oY a Y-rgaa tuna- Lion-, 35.5 feet seat oY lase seater line of the road, iu lase west., corner oP lase north retaining :+all oP building 54, and 0.6 fogt east oP the west ettd. A standard disk, stumped "C 257 1944." D 257•--AL Indian Island, TafYoraon County; about 1.3 miles. north.ulong the main north-end-south road Yrom the main gate oP the U.S. Navy Snatallation, about 110 feet north of a roafl leading west, at building 55, Sn Lhe southeast corner oY the loaning ylatfarm, 41 feet weer of,the center line of the watt roafl, snfl 7 feet South- eest of Uhe south edge of the south door. A atandarfl disk, stamped ^D 257. 1944. " 0 257•--At Indian elanfl, JsfPeraoh Cgvnty, on the V:F1.'Saval Dtagazine reaerva on, on a toed landing east tram Lhe administratibn. building, at the south Bide of 'bu1141hg 63 or shaft 2, in the south oorner,oY the bottom donoreta step et Lhe we at and oP the loading platParm, ti3 Peel north of the center line of Lhe rogd, 12.3 feet southeast of the.southweat corner oY the builfllhg, and 6.4 Peet northwest of the southwest.ovrner vP the platform. A standard 8iak, sta+aped '+(i 257 1944•" 373-8 46 Waah. September 27 1946 ~ UNITSD STATES COAST AND GEODETIC 6UHVEY First-order leveling IInoue Lo Hadlack, Wasp. This line Yoilowa Stara Highway 9 Prom Uncua to Four Corners, roans ;ram Four-Cornera~pia.Hadlock to Nordlann Ferry, and a road on Indian Salsas Prom the terry lancing to the U.S. Navel magazine. A spur line follows 8tnte Highway 9 from Four Cornere.to Port Town-- aend and Fort Worden. The field work was done Prnm September 11 Lo 20, 1944, Dy a party in oharga or Clarence Symna, Jr., asaooiats geoaetio.englneer. For additional henna marks Sn the vioinity or Unous, sea "Twin Rivera to Ulympie, Wasn." G 1 (U.S.E./.--About 0.7 mile north along-U.S. Highway 101 Yrom Lhe junotion of State Highway 9 at Unous, JaPPeraon County, about. - 100 feet aouthweat oP the vertex oP a ourv~ at the northeast end of a 1/4-mile tangent, at the edge ox' the abaddonedhighway, 58 feet northwest oP the~northweat rail ox' a rairroad traok, b8,5 Peet south ` oP a white post lettered "FAY 138 G (1 l," 53.2 Peet-northeast oP pole 45/4, and 39.8 feat southeast oY the oenter line of~the highway. a Corps oP L'ngineera, U.S. Ar~v, standard map-control-station disk, stamped "0 1" and-eat in Lhe top oY a oonaretepoat projecting about 1 inoh above ground. - T.T.9. 4 xd3 (U.S.G.S.).--About 12.8.milea eouLhwest,alonngg State Highway y from Lhe oity hall at Port Townsend, JaYfergon County, at Unous, at the junotion oY ll.S. 'iw ',~8 Peat n1YrLheaat oP the aeH~ar 1111a oY U.S. Highway 101, z'j feet aouthaeat of the oenter line of-the northeast road oY the junotion triangle, and.2 feet south oP a~white wooden witness poet. A United States Geologiosl Survey etandai'd disk, stamped "TT 4 Id9 ly4U 12" ana~aeL in the top oP a oonorate poat'projeoting about U.2 foot above ground. About 12.b miiea aouthweat along State Highway y Yrom the oily hall at Yort Townsend, about 0.2 mile.esat oP U~tou9, canter line or - State iii way aL a middle of a bridge over unow Creek. D 259•--About i1.9 miles aouthweat along State Highway 9 1'rnm the oily hall at Port Tormeand, JePYeraon.COUnty, about u.9 mile east of the junot on o .' highway 101 at Unaus, on thenorthweat -slope oP a hill, 25feet noi'theaet oY the aefi~line of tae highway, 4.5 Yea4 northwest oY-pole 281, and z.5-1'eat southeast of a white wooden witness goat. A atanuara aiak, stamped "D .259 1944" and set in the .top oY a oonorate post pi•ojeoting about 0.4. foot above ground. , C 2>9~B2U (U.o.u.) --About 11.0 miles southwest along State Highway 9 frnm the,aityhell at i•ort T wnaend, Jefferson County, about 1,6 miles east oP the juna ono .u~iighway 101 at Undue, at the~~junotips~oP Stata.liighway 9E, 24 feel north of theaen er. line of SLaLe highway 9, 5.3 Peet we9t oY a highway signpost, and 2 Pest northeast oP a white wooden witness post. A CorpB of Engirt- eera, U•S: nr~gy, sliaixlard disk, stamped "C 259 1944" and sat in the top oP a oonorate poatprojaoting about 0.2 foot above ground. About 11.0 miles southwest along State Y.igluvay 9 Prom~the pity hall at ort Townsend, about 1.8 miles seat oY UHOUS, oenter line. oP the h way s e junotion of State Highwny~~ B 259.--About 10.8 mil ea aouthweat along State Highway 9 from the pity hall atP-o L To~wn~end, JePPeraon County, about 2.1 miles seat of Lhe junct oni~S Highway lol at Unous, near Lhe north- east end of a parking zone,•opposite a deep rout, 32 feetnorth- - wont of `the aentec lineoY-the highway, 4.5 Peel southwest oP a white wooden witness poet,- in the top oP a rook outorop, and about level with"the ground.,- A standard disk, stamped "B 259 1944•" A 259.--About 10.I miles aouthweat @loag 9tata Highway .9 from the oily half at Port Townsend, Jefferson County, about 2.8 miles northeast of Lhe unc on o .s. Highway 101 at U~~nous~u, on the 1n- aide of a ourve Yrom northeast to south, 58 feet norLTieaat of the north post of a guardrail west of the .highway, 46.5 feet east of pole 17?, at aoulvert, in the top oP thesouth-corner of the east head wall, 16.5 Yaet east of the oenter line oP the highway, and about 3 feet lowerthan the highway: A standard disk, stamped "A 259 1944•" Z 257•--About 9.0 miles southwest along State Highway 9 from ' the city;hall at Port Townsend Jefferson Ootmty, about 3.9 miles northeast of thq- wxo on o .S. Highway 101 at IIhaue, at the in- teraection bf t e Romona Baaoh road, 60 Peet nort east oP a orosa- ing sign, 58 Seat north oP the oenter line oP the road; 39 feet west`oY the oenter line of the highway,_end 2 Yeet southof. a white wooden withsea post. A standard disk, stamped '"L 257 1944".and set ig•the top oY a oonorate post projaotins about0.4foot aDOVe ground , About 9.0 miles aouthweat along State Hip(txway 9 Prom thepity Hall at Port Townsend, about 3,9 mil ea northeast qP Unous, highway , aurfaoe a _ own er of the interaeotioh oP the Romp-na sash road. Y 257:--About S.O miles aouthweat slang State Highway 9 from the city hall at Yort Townsend, Jefferson Gounty, about 4.9 miles northeast of the unp on o .S. Highway-101 at Uncua, at the in- teraeation of roads leading north and south, 30.5- ee east of the oenter line oP the highway, 11 Peet west of the center line of the toad leadingsouth, and 2 Peet north of-a whitewooden witness post.~ta standard disk, stamped "Y 257 1944" and set in tha~top of a oonora a poet prnjaoting about~0.b Yoot above-ground. about 3.0 miles-aouthweat along State highway y from the city hall at Yort Townsaua, about 4.9 miSea northeast of Unous, center 1Sna oT't a way at the Snteuaeotlon,oP side roads leading north and south. 1K abw~hi~+rNlw~k. i ~' ~~ 1y!M ~1 ~/ A~~ Z 25b.--About b.'1 miles southwest along State Hignv+ay9 Prom the oity half at I•ort Townsend, JePPeraon County, at Four Cornexa, 57 feet south of a oenter ns of the seat-and-weal roa , Peet. west oP th'e .oenter line of the highway, 18.6 Peet. south of pole 36 k-S, and 1.6 Peet south oP a waits wooden witness goat. A standard disk, stamped °Z 256 1944".and set in the top of a oon-~ orate post projecting abqut 0.6 Poot above ground. fur line to Yort Townsend and Fort Wprden. ZZ 256 (U.S.E-.-) --About 6.6 miles aouthweat along state High- way 9 from the oily hall at 1•ort Towneand,JefPeraon County,about 0.15 mile north oY Four Cornaxa,-'"~ou~a5 Peet south of a drive- way leading east to a small~ame~houae about 100 Peet east oY the Highway, 2U.3.Paet eastoi'~thQ center line or the highway, 7.2 feet west oi' the wear Yaca oP a 4U-inch stump, and about 1 Poot lower than the highway. A Corps oY Engineers, U.S. :.rmy, ms -aon- trol-station disk, stamped "4Z 256 AZeiU'LTH lLHiK" and set in the top oP a oonorate post.projaot~ng about 6 Snohes above ground. Y 256.--:.bout 5.7 miles south•.veat along State Highway 9 Piom the oily hall at Fort Townsend, SAPPeraon County, at the junotion or s private roan ea ag tires , 34•g feat west oPthe oenter line oP the. highway, 1b feet north of the center line oP the road, 4.8 Paet northeast oi' a Pence oorner, 3.5 Peet east of the i'enae, and 1.5 feel'north o1' a white wooden witness poet. A standard. diak,~etamped "Y 256 -1944"'anu set in the. top oY a oonarete poet projecting about 0.6 root stove ground.' - About 5•U miles bU11Lh1YaaL along state Highway 9 rrom the pity hall aU Yort T~ownsend~+- oenter line~oP Lhe highway at tun junotion oP a pavan roes ieaa?ng_aoutheast Lo YorL Ludlow. - , % 256.--About 4.6 milaseouthwest along-State 111ghway.9.frgm Lha city hall aL Port Townaehd, JeYParaon County attne northwaat corner of a patch oY~ wo- oas, aE a 3-road intsraec~ion, 27 Seet south of the oenter line oP the read leading east, 27~feat east oY the oenter line ox' the Highway,-and 1.3 Peet south of a waits wooden witness post. A sLendara disk, stooped-"S 25b 1y44TM and set in the top of a oonoreta post projecting about U.b Pp9t above ground. About 4•b miiea soutn.reat along StateHighway 9 from tna oily hail at Yort Totienaend, center line oY the highway at a.3-road in- teraeotio~ ~ - About 3.7 miles southwest along state Highway 9 Prom the pity hall at Port'Townaend Dighway~aurYaoe at.the middle oP the bridge over the cago, Waukee, St. i•aul & Paoifio Railroad, 8 3 (U.S.E.).--About 3•b miles aouthweat a}ong Stale Highway 9 from the airy hall at-Port- Townes Jefferson 9ounty;,about 0:1 mile north oP nn.ovarpasa, a a roa orasaYag, 4'1 Poet eoutn o1' the center line.oY the road, 27.5 Paet west oP the center line bf, the Highway. at the top of-a small nut, and 1.7 Peat south.pP a white wooden witness post. ACOrps of Engineers, U.S..Army,'stand- ard diax, stamped "P.B.M. H-3-36" and set in the,LOp.oY aoonorete poet-projecting about 0:5 Poot above ground. - ~ - , about 3.l miles aouthweat along State Highway 9 Yrom the oily hall at Port Townsend, panzer l.ne or the highway at the junation~~. of a pave road sad ng east. - T 257.--About 2.3 miles aouthweatalong State Highway 9 from Lhe ally halt at Yort,Towns~nd.. JefYeragn-County, about 115 feet east oi" a eervipe eta ion at t e juuotionoP n roadileading south;; at the junotion o1' a private road leading north to a small shingled house, 2k feat-north~of the oenter line of thehighway, 13 YeeL. west oY the oenter line of the read, 4.4 Yaat weat.gY a fence oor- Her, 0.9 Yoot south oY a panel Peaoe, sad 1.6 Peel 99at~oY a-white wooflen witness poet. .1 etandard~diak, stamped "T 257 1941x" and aet,ln the top oi' a oonorate poet projeoting about 0.6 foot above ground. B 4 (U.S.E.).--About 1.9 miles southwest along state Highway 9 from Lhe oily hall at Port Tosrnaeud, JaPfereon County, at the juno- tion oP Lhe st. John's osp t .road, at the corner oY Lha highway cut at the northwest angle oY Lhe junotion, 43.2 feet"north of the oenter llne.pi' the~hignway, 36 YeeL west of the oenter line oY the road, 5.5 Eeet south of a barbed-wire !ease, 1.9Peet east oP a 3t, John's Hospital sign, and about 7 Peet higher than the highway, A Corps oY Engineera,.U.S. Army, standard map-aontirol-station disk; stamped "Y.B.1A. 8-4-36 180.000" aad.aet in the top qP a oon- arete poet projaoting about 4 inches above grpuna. About 1.9 miles southwest along Stara Sighway 9 from Lhe pity hall at Pbrt Townsend, pahtar line oP the highway at thejunotion or the S o a Hospital road.. fort Townsend Northeast ease.--At Yort Towne nd, Jefferson County, about~l.0 mile southvreat along ~ a e iw. 9,Yrom the oily Hall, about 540 PeAt aouthweat oP Xearney street,-about 1$0 " feet northwest of Washington Street, about 162 Yeet gouthNat oP tha.oanter line of the highway, about lO8 Yeet seat oY a grean,two- way fire hydrant, anti 1.5 Peet aouthweat oP a white wooden witness poet. A atanaard trlangulatSpn-atatiom aiak, stamped "N.Ei ,BASE 1856 1908 1941".and eat in the Lop oY,a oonorate post projecting about A.8 Pootabova ground: - R.Si. 1 Yort Townsend Northeast ease.-~At Yort'1'ownaend, Jeff- erson County, sUout 1.0 mile aouthweat along ;ytata n g„way Yrom the oily hall, 71.5 i'e et aouthweat oP triangulation station Port Townsend Northeast sale, aesoribed above; about 177feet south- , east poi' tna oenter line oY.the highway, yl Peat southeast or a ~tnesa peaty idrsta~ndarfltraParenae--mark diak~,eatampedW'NO .11856 1y41" and set in the top of a aonorete post projeoting'ebout 0.4 foot above grpu¢d. ~ - , - R.M. 2 Port Townsend Northeast Sase.~-At Poit Townsend defP- . ,arson County, about 1.0 mile southwest along S s e _ wa from the pity hall, 146.5 feet northwest oP triangulatiop station PprL. feetesouthwreeLSOfta power~LrahismisaionvandgaLreetlighjC pole,a2138 373-7 -2 feet aoutheaet~of the seater line oP State-Highway 9, 17 feat north- west of the oenter line oP a gravel road paralleling the Cnioago, ~. Milwaukee, St. Paul & Paaifio kailroad, and 1.4 Peet northeast of a white wooden witness poet, A standard reYeranpe-mark. disk, atamp- ed "NU. 2 1856 1y41" and set in the top of a Donor@te poet pro- teoting about 0.4 foot above ground. ' 3 257r--At Port Townsend, Jefferson Cdunty, spout 0.5 mile eouthweat along a e way 9 Prom the city hall, opposite a steep b1uPf,.in the top oP the sea wall, 5.6 Peeb~northeast of the southwest end, and 24 Peet southeast oY the center line of the -highway. A standard disk, stamped "S 257 1y44." R 257•--At Port Townaend,JePPeraon County, at the interaeo- • tion oP Water an son teats, in the aoutheeat Paca of the , city hall,-1 Foot northeast oP the south corner,-and 4.9 Peet higher Lhan the sidewalk. A standard dick, stamped "R 257 1y44" end set vertically. , • 8 5 (U.B.S.).--AL port To send, Jefferson County,. at the in- beraection of lVashingto nn nrr eon Streets, at the'poat office, 50.5 Pest eouthweat of the southweat.ourb df Harrison Street, 13 Peet northwest oP the northwest curb oP Washington street, 25 feet south oP Lhe east corner of the poet office, and in~the eouthweat end oP a water-eyetem manhole Dover. A Corps of Bngineera, U.S. Army, standard aisle, stamped "P.B.M. B-5-36 97.542." ty 257.--'At ort Townaen , Jefferaou County, at the school, is the south face o a r u ding with a algae foundation, 6.4 ~eet west oP the wont edge oP the west basem ht window on the south aide oP the buildltSga 1.3 Peet east oP the southeast corner oP the building, and about } Peet above the ground. A standard disk, stamped."Q 257 1y44" anfl set vertically. P 257.--At ar' ownaen , Jefferson County, about 0.7 mile "north along the'ma n,.•ae ending to Fort Horden from the sohaol, at a road interaeotion, 37 feet w@at oP the oenter line oP the main road,- l5 feat north of the oenter lino oP the east-and-west rpad, at the southeast corner of a yaature, 1.6~eat south oP a Pence, and 2 Yaet west of a white wooden witnes poet. A standard 83ak, stamped "P 257 1544" qnd-set in the top oP a conorete poet protesting,about 0.6 Poot stove ground. U 257.--At Fort ilorden, Jefferson County, at'the interaeotion of Cherry and Wes'-£'~ee'~e; opposite the theater,'33.5 Peet north of the north curb oP West-Street, 18 Peet xeat oP the west curb of ' Cherry Street, 27..5 Yeet southeaat'pP the aoutheeat corner oS the guardhouse, at the aoutheeat oorneF oY the lawn, in Lae-top or an ootagonnT conorete block formerly used uea base Yore Gannon, and abpuc 2lnohea hither than the ground. A eLanaard sink, stempea "U; 257 X944•" Tidal 7•--At ort :dorden JeYi'ersou.UOUnty, on the street along She north eiae oY t a pare a grounu, in the south saoe oY,barraoks builaing-225. W, 0.7Pooteast oP Lhe eouthweat corner, and 2.4 Peel :above-tae grouna. A standard disk, stamped "9 1935" and set verti- pally,. Tidal B~SOUtn Base (U.S.A.).--At Wort ',Borden, JePYeraon County, at'tiha southeast corner of the reaerva ions , aoou~ 250 Peat south by east by Lna aommanaing general's house, 25.2 Y@et e8at oi' the oenter line oY'the street paralleling the shore, 13.2 feet northeast of Lhe east ,post oP a line of steel gates across the street, 8.3 Peat south- Weat pY-the south end of a pipe guardrail along the b1ufY, !n the top of-a oonoreLe tilook about 3 Peet in diameter,aud about 2 Peet higher than the gruund.~ x 2-inch brass plug. Tidal 5•--At Fort ;iordan, Jefferson County, on the aLreat paral- leling the share, e u yards south oY the southeast corner of buildin88 SUO,.abouL 75 yards north of a band in the sidewalk Lowara- the-headquarLera buildings, 41 Pest noFth of pole 56, 8.5 feet west Oi' the weal saga ox' toe eidawalk, in the northwweat corner of a aon- orete manhole Lop, and about level with the ground. A standara aiek, ata,rg ed *5' 1933." - Tida1 2.--xt Fort V1 rden, J.eYx~rsou County, on the asraet paral- leling the shore, a ut i'eet eouthweat of the inauore end oi' the wharY, intne east wail oP ooncrete building 501, 3.7 feat north oY the southeast corner, 31.g Peet wear oY the west sage of the side'.ralx, and about 1 foot above the ground. A~etanaara disk, stamped "2 1y25" ana set vertically. 'tidal 3.°-AL 1''or~, JeYYeraon County, on thabeaoh, about 65a Yset South oi' L11e scut wharf, about 158 Peet north o1' the oenter line oi' a amall.ahed and a flight of By wooden steps leading up to ttu~ apmmanuing general's house, azd in the northeast faoa oY the only bouldeF on the beach. H atandara dial, stamped "3 1925" and set vertically. _ _ Tidal: 1,--s.t i~ort Voraen Jefferson County, on the street paral- leling,tne shore, a u' o f5 eet~weat oY the inshore-end oP the wharf, in the east Pape oY conorete builaing SU2, 3.5 Ye9t south of the northeast bonier; 47 feet weatibY- the oenter lice of the street, and about 1 Yoo1 above rue ground. .A atandar•a disk, stamped "1 1925"~ ana set vertically, Tidal 4 (L'.5.iS.).--At Forte, Jefferson County, on the arrest-paralleling the shore,-a ou u yards north of the wharf, 65 feet north-oY tee northeast ooruer of building 519, 12.2 feet north- east oP pole B.10, 42. feet west of the Deafer line of the street, is the wear Yaoe'oi' the east retaining wall oi` a email aonorete.oable-. oroeaiag building, 3 8 feet south of the north end.,. and 5.6 feet above Lne oonaraLe floor. A bronze wedge, stamped "B M 6.'110-16.200." Sad or rue spur line. . FourCOrnera, roan euri'~.oe at the center of the interaeotion of 9Late.h Way and 'the Noraland Ferry road. Rti~ ~ N 257.--About 1.3 miles aoutheeat along the iiordland Forty road from the interaeotion or State Highway 9 at Four Corners, JaYreraon County, at the lunation oY a road leedi_ng no 0 orL Townsend, 33.4 feet hortheast bP'the canter line oP the ferry road, 25 Yaet east of the oenter line of the Yort Townsend road, 60.2 feet north of a road sign, and 2.2 feet southeast of a white wooden witness goat. A standard,disk, stamped "N 2>7 1y44" and satin the top oP a ooncrete post protesting about O.b foot above ground. About 1.3 miles southeast along the Koraland Ferryroad from the interaeotion~of State Highway y at Four Corners, road surface at the canter of the tunstiou of the Yor ownaen road. Spur line to Fort Townaend~.:ir Field. V 257•--About 1.3 miles southeast along the Nordland Ferry road from the interaeotion of Mate Highway 9 at Four Corners, JaPferaon County, thenoa about O.y idle north along the •or :ownsend road; at Fort Townsend Air Field, at Lhe east end oP the Yield, near the intersaot on o e new road and the old rood, 30 feet southwest of the oenter lino of the new road, 1.3 feet southeast of a fence, end 1.7 Peet southeast oY a white wooden witneeapoat. A standard disk, stamped "V 257 1944" and set in Lhe-top of a conorete poet protesting about U.ti Poot above ground. ~- S 257.--AL Fort Townsend r Field, Jefferson County, 12 Pest` eouthweat of the aou~eas wrner o 'tEe hangar, and in the top of the west corner of the conorete hangar-door brace. i. standard disk, staL.ped "X 257 1944. " - W 257•--At or Townsenh 1 r eld, Jefferson County, at the south aide oP rue s ,~reo y n ne with the east face oP the hangar at the north side of the fish, had 1.5 feat-west of a white rooden witnaas post. A standard disk, stamped "W 2y7 1944" and set in the top of n conorete post protecting about 0.6 foot above ground. - - >uuq oP the shut line. M 257•+-About~2.8 milee noi'Lhwe9t al0n,i the Four Corneraroad from ttie ferry dock at Nord ud e r , Jefferson County, at a'S- rgad interaeotion; 32 fee, east o ,e oenter line oP the main road, 25 feat north of the oenter Tina of the gravel road leading east, 1.3 fe9t west oY a fence corner' anfl 1.9 3'eet.south pf a white.wbodan witness pbsL. A ataudar~ dlak, statzpad "M 257 1y44" and aeL in tlla top of a uonareta post protecting about U.4 foot above growia. - L 257,--xbqut 1.7 miles northwest ulOng the Four Corners road Prom Lhe ferry look at itiardland Ferryi Jei'faraon County, at a 5- road interaeotion, 4U Yeet nor- -west oY toe aerter line-of tae road loaning northeast, 3b feet north oP the center line oP toe road leading weat,36.5 Ye'et eOathWeat OY,tne)teati OOrner bP~a small waiting station,, end 1.6 feet northeast pf a vrhlte wgonen witnaas-post. A stanaard disk, stamped "L 257 1944" and set 1II the top oY a.opnorate post protecting noout 0.6 foot above ground, $ 257,--About U.8 mile eouthweat along the~r~aur0ornereroad from the Perry dock at Norflland Ferr J®Pfersoh County, at a 3- road interaeotiott, 26 Yee ass o u9 oenter line oY the road ' leading north, 27 feet north of the center line of the main road, 2.9 Peet northwest of a power-tranamiasion line pple, anfl 1.7 Peet north of a whits wooden witneee post. .A etandaro disk., stamped "K 257 1944" nna set in Lhe top oP a conorete post protesting about O.b Yoot above ground. J z57.--At Nord au Farr , Jerreraon County, on the eoutn shore oi' the Narrows, aZi'ou' ee east oP tneoeater lino of_,tha road leading Lo the terry dock, y..8 Peet southeast oY the southeast ppr- ner oY a oonorate block supporting an-iron beam holding the cable, and in the Lop of the hart corner oY the conorete anchor block of the cable guard. A atandarn dick, atampea "J 257 1944.^ B 257•--AL Iuaian.ISla JefYereou Uounty, at the south (main) gate oY t e any ;netallation, at the tUnotion oP a private toga leading acorn, z3 Yeet aoutnwpet oP the canter line of the paved road, 13•> Yeat asst of the oenter line aY the private roafl, 3•b feet eouthweat oi' a pole and 2 Peel horthweat of a white wooden witnaas post. A atanaard d~ak, stamped "B 257 1544" and eat in Lhe top oY a Oonorete poetproteoting about U.b foal above ground. A 257•--At naian.ialand, JafPeraon Oounty, at the south end of thelsland, a u ) m eaoubheast along a.paved road Yrom. the main gate oY the U.B. 2:avy installation, 53 feet west,oi' thee. northeast gate, 25.8feet north of the oenter line oP trio paved roafl, 1.9 Peet south bi'-the Yenoe,and 1.9 feet east oP a white wodden witnaas poet. A standard disk, stamped. "A 257 1y44" and set in the top oY a conorete poet protecting about~0.6 foot above ground. C 257•--At ndian eland, Tefferaon County aboutU.5 mile north along Erie n nor -and-south roan from ~.he ma171.gata oY Lhe U.a. iravy inatallation,_eoout 0,1 mile antra of a Y-roes tuno- tion, 38.8 feat seat of Lne oenter line oP Lhe road, Sn the west aornar of the north retainiag'wa11 oP building 54, and 0.6 PopL east of the west cud, A atandarfl disk, stamped "C 257 1944." D 257.:-At Iufliau Island, JeYforeon County, about,l.3 miles north along Erie main north-anfl-south roafl Prom th@ main gate Of thA U.S. Navy inetaliatioa, about 110 feat north oi' a roafl leading west, at building Sg, 'in Lhe eouthweat corner oY the loading platform, 41 Peet west of the oenter line OP the maLi roafl, and 7 feet Abouh- east of the south edge of the anubh floor. A standard disk, stamped "D 257 1y44." a 257.--Ab ndian Ialand,,JaFPersan Oounty, on the.U,6'. Naval Magazine reaerva on, on a roafl leading seat Prom the adwinlatration building, at the south aide oP building 63 or shad 2, in brie south corner oP the bottom conorete sLeP at the waet anfl oP Lhe loading platPbrm, b3 Peet north dP the oenter line of the road, 12.3 Peet southeast oP the eouthweat corner oP the building, and 6.4 feat northwest oY the enuthwest earner aP the platform. A atanflarfl disk, atewpe@ "a 257 1944.• 373-g 46 Wnah. September 27, 1946 UPIITSD STATSS CG:~.iT AND GSODETIC SfTHVEY . First-order leveling Uncus to Hadlock, Wash, This line follows State~Highway 9 Yrom.Uncus to Four Gornera, roans from Four.COrners via.Hadlook to Iordlana Ferry, and a road on Indian Islann Prom the ferry laming to the U.S. Naval magazine. A apur~line follows State•Highway 9 Prom Four Corners.. to port Town- send anaFOx•t Worden. The field work was done-from September•11 to 20; 1944, by a party in charge or Clarence Symna, Jr., aasoolate - geoaetio-engineer. For addltionalbenen marks in the vicinity oa' Unous, see ^Twin Rivers to Olympia, Wash+^ ~ s - G 1 (U.S. S-, Y•--About 0.7 mile north along U.S.. Iiighwny 101 Yrom' ~'- the junction of State Highway 9 at Uncus, JePParson County, about 100 PeeLsouthweat ofthevertez oP acurva at the northeast end of ~ a 1/!,-mile tangent, atthe edge oi' the abandoned highway, 98 feet northwest oP Lhe-northwest rail o1^a railroad uraok, b8.5.Peet south of a white poet lettered-"FxY 138 G ll)," 53.2 feet northeast of 'pole 45/4, and 3y.8 Peet southeast of the center line oP Lhe highway. x Corps oY L'ngineera, U.S. gray, standard map-control-station disk, ateaped *G 1^and-sat in the top oY a oonorete post projeoting .- about 1 in4h above ground. - ~ - . '..y.S.-•4 ad3 (U.S.G.S.) --ibouL 1'2.8 miles southwest along St§to Hignwny y Prom Lha city hall at Port Townsend, Jefferson County, 6L Uncus, nt the junction oi' U.S. u ~waY. ,~ 8 Yeet northeast oY Lhe oenEer line oY U.S. Hignwny 101, 27 feet southwest oP the oenter - line of the northeast road oY the junction triangle, and 2-feet south - oY.a white wooden witness poet. A United states Gaologioal Survey atandara diak,~ stamped ^TT4 idi TyaU 12^ ana set in thaLOp bf a concrete post projecting about O.2 Yoot above ground. About 1'L.b mileasouthweat alon8 State Highway 9Yrom Lha aiLy hall..at Port Townsend; about0.2 mile east oY Unous, oenter line oY State rii way _at the middle oP a bridge ov~r~now Ureek. -. ~.25y.--About:ll.y miles southwest along. State Highway 9 i'rom the oily hill at Port 'Pownaend, JofPeraon County, about O.9 mile east~of,the junot on p ~.S.'HighwnylOlat Unous, onthe northwest - slops oY a hill,25 feet-northeast of thecen er ins of Lne highway, 4.5 Peet norLnweat of pole 281, end 2.5 -feet southeast of a whits Wooden.witneas poatr n atanunra Qisk, stamped "D ;259 1944^. and set in the top. or a cogarete post projeoting about 0.4 foot above - ~- C 259=B 2U JU.s.r,.).--About 11.0 miles southwest along,Stiate_ - Highway y Yrom.,tLa. city hall nt i~brt Townsend, JefPeraon County, '. about 1.8 mileassst oY the juno 4-o U.S~'ighway 101 at IInous,' ~- at the 'junction oYstate Iiighway.9..Ts; 2k Yestporth oYtha~oan er -- line of Stale E11ghWay~9, 5.3 Yaet westof~ehighway signpost. and -.-2-Pe~tnortheast`of a white wooden-witness post. A Corps oYSngin- ~- ears; U.S.'!~r!4Y,staniard {Sisk stamped "G 259 1944^ and set inthe top oP a concrete post projsdL~ngabout0.2 foot-above ground.' A.6out 11.0 miles souLhwsaL along-6tate I:igluvay 9 Prom the city hall a't Port Towhasnd', about 1.8 miles`esat.of Unous, oenter line 4Y the"h way a e juhotion of State Hip~hwny~}-L~ 'g 259.__About 10.8 miles southwest along StnteHi„+hway 9 Prom the city-heZ'1atPorL Townsend,- JeYfereon County, about 2.1 miles - east of the junot onI o .u. ighway 101 at Unous, near Lhe north- east end-oP a parking zone, oppbsita a deep roc aut,32.PeeB north=~ weal gP~the ocular line by the hi~hwap, 4.5 fe6t southwest oY a ,white wooden-wltnees pbet~inthe top of-croak outcrop, and-about •level with the ground. A atandord disk; stamped.^B 259 1944." A 259•^AbouL 10,1 miles southwsst~alongStateHighway.9~Prom the city hall at ort Townaond, JePYeraon County, about 2.S miles northeast pf the uno oh o .3~. Highway 101 at Unous, on the in- - aids ofa curvefrom northeast to south, 5ffi fact n6r~Tieast oY the north post of a guardralT wesU of the highway, 4b.5 Pest east oY pole 177, aL a aulverL,in the top~ofthe south oornerof the east bead wall, 16.5 Peet east of the center line of thehighway; and • about.,3 Peet:lower then the highway. A standard disk, stamped'"A - 259 1944." Z 257•--About 9'~,0 miles aouthwest.elong StataHlghgay 9-Prom the citq•hall atBOrt Townaan Jefferson County,. about.3.9miles - northesatoP~the ana on o .S.,Highway101 at Unous, at the in- teraeation of the komana Beach road, 60 Peet port east of a 4rdsa- ing sign, 58 Peet north oY the oenter line oP-the road, 39 Yeet weat~oY the oenter line of the.highway,.and 2 Peet southoY a white- : ~-wooden-witness post. i. atandard~diak,- atnmped,"Z257 1944" and set in Lhe top of a oonorete poet projecting about 0.4 foot above ground. ~. . About'9.O miles southwest along Slats Highway 9 from the oily hall at fort Townes d, about 3+9 miles northeaatoY Unous, highway surface n oen er of the interaeotion oP~Lhe Romona~Seaoh road. Y 257•--About 8.0 miles southwest along Sts eaHboiu~way99~les the city hall at Port Townsend, JefPeraon County, northeast of Lhe ana on o .B'. Highway 101 at Uncus, at the in- Leraeotion of roads'leadiag north and south, 30.S~ee~ east f the oenter lies of the"highway, ~.1 feet weat~-oY Lhe center-line oY the _ ~ road-lending south, and 2 Yest north oY n .rhite wo4dan witness: ~poaL.,-_Aatandard disk, stamped "Y257 1y44" and set,in•thetop of n oonorete post projecting about U.m foot above groans. About 3•U-miles southwest along State iIighway 9 from the city ~~ hall at ort To~msena, nbout4.•9 miles northeast of Unous, oenter line oi'~ e i way at Lneintsrseotion oP sideroadeTeading north ,and' south. d, _ >~;--! ~~tiMi~~tli1~ NrR dw+wr wll~ ~upKt la 1wA 1Ws1 ' MiN Moir w a~ r ~a~~ Z 256.--About b.7 miles southwest along State Highway~9 Prom the oily hall at~Port Townsend, JeYfereon County, at Four_ - Corners, 57 Teat south oP a oen er ne of the east-and-west road 39 9 Peet west oY the oenter line of the highway; 18.6 Peet aouth,oP pole 36 k-S,and 1,6 Yeat south of a white wooden witness.poet, A standard diak;etamped ^Z 256.1944".and set in the top of a,con- Crete post projeoting about O.b Yoot abovaground._ Snur line to Port Townsend and Fort Worden. 2Z 2564U.S.S.).--About 6.6 miles southwest along State High- way 9 Yrom Lhe city hall at Yost Townsend, Jefferson County, about. 0.15 mile north oY P'ourCornera~SI5 Yeet south of a drive- way lasdingeast to ee smaIS"ir'ame houaeabout100 Pest eastof the highway, 20+3feet east oY the center.Iine or the highway, 7.2 Peet west oi' the,weat Yaoe of a 4U-lnoh stump, and about 1 Yoot _ lower than the highway. x Corps oY Engihaera, U.S. ia'm,Y, map-son= trol-station disk, stamped "Z'L 256 AZiiU'LTHNI,FiK" acid set in the top of a oonorete post projecting about b inches above ground. Y 256.--;,bout 5.7 miles southwest along State Highway .9 Prom the city hall at Fort Townsend, JePYeraon County, at the junction oY a private road ea ngaea , 34:SPeet west oP.the center line - oP the highway, 16 Peet north by the oenter line oY the Todd, _ 4:8 feet northeast of a Pease corner, 3+5 feet seat oP the Yen4e, and 1.5 Yeet'north o1' a white wooden witness poet. A atandaid disk, atampea "Y256 1y44"'and •set in the Lop oY a~oonarete poet projeoting .about 0.6 fool above ground. _ ~ About 5.G !Riles southwest along State Highway 9 rrom Lha city hall atPorL Towneeha~.oenter line-oY tha.highway'at tae junction of a paves ring southeast to Yort Ludlo}r: S 256.--about 4.o milaseouthereat along State Highway 9 from Lhe airy hall at-Port Townsend, JaPferaod County, attnenortuweat_ oornerof a patch oY wow oas;aE a.3-road interaeation; 27`-Peet eout~ oY the oenter line oP the rvad lending east, 27 feet east oY the cantor line'of the highway, and 1.~ feet south of a walla wooden -witheas.post. A~aterdar4 disk,-stamped "7:.256.1yg4" and~aet in . the Lop oY a oonoreca poet p.•ojsotin8 abbut~U.6 foot above;ground. - About 4.6 miles soutneeat along State Highway~9frnm tns~aity~ hall at Port Townsend, oenter line of the highway at a 3-road in- teraeation. About-3.7.mflea southvreat along State Hfghway9 Prom the city- ' hall atPOrt Townsend highway surface at. the middle of the bridge. over the sago, Waukee, St. i•aul & YaaiYlo Railroad. , B 3 IU.S.E.).-+About 3.b miles soutlrtrsst along Stara Highway . 9 from the city hall nt.POrt Townae , JePYeraop County, about 0.1 - milenorth ofnn overpass, a a roa.,4rosaing, 47 Sect aoutn;or , Lhe centerline oY tharoad, 27.5 feet west oi' the Center 1ine~ol' - the~nighway; at the top oP a small out, and 1.7Yeet southoY•a - . whitswooden witness Post. A.Cgrps oY Sugineara, ti.S. hrmy, stand- ~ - - and dies, atawped-"Y•B.M. B-3-36" and sat,.ig-the tQp-oP a ognorete - post projeoting about-0:5 YooL-above ground:- ., - About 3.1 miles.southweat along State Hi~4~.ray 9 Prom the vity_ hall at Port Townaenfl, oenter 1=ne ofthe highway at the junction. - oY a pav roan sea ng east. - ~ ' T 257•--About 2.3 miles eouthweat along State Highway~9 from ~ • the city. hall at Yost Townsend,-.JePYeraonn County, about 115 Yeet , eaeL di' a service star on at a junotlon oY a~road leading south,. at-the junction oi'.a private road leading north to_ a amall'shinglsd house, 24 fe@@. north oY the oenter line of the highway, 13 Yeet weat^OY the oenter line q ,, the road, 4+4~P.eet weal oY a fence oor-. aer, 0.9 YooL south oY a paaal Pence, and 1.6 feet east oY a whits wooden witness post. x standard diaK, stamped nT 257 1944".and set in the top oY a oonorete goat projeoting about 0.¢-foot above groans. B 4 iU.S.E.J.-About 1.9`milea southwest along State Highway 9 from the oily hall at Port o~maeud; JefPeraon County, at the Juno-. tion oY Lhe S J e~ ap _ road, aL the corner oY the highway out aL Lhe.n hwea a e junction 3.2 Yest north oY the oenter line theig 36 set wes~t~yy/~L~he oenter line oY the road, 5.5 fe so o` ~Y~ae, 1.9 feet asst oP a St. John's ,~a a o feet higher than the highway. . A Corps oY n~ine~ ,. II.S. Army,. andard map-o4ntrol-station disk, stamped "Y.B.M•_i1-4-36 180,000." and.aeL in the top of a 6bn-,~~ orate poet projeoting'ebouL 4 Snchea above grounn. About 1.9 milaa aouthweat along utata Highw~Y y. Yrom the oily hall at Port Towhaend, oenter line oY the highway at Lhe junction 01' the S o 's capital road. fort-Townsend 2vortheaBL~Nase.--At Po t Townsend, JefPeraon County, about 1.0 mile southwest along S a e way 9 Prpm the oity~hally about 540 feet southwest oP Kearney Street, about180 Peet northwest of Naehington StraeL, about 162 feet southasstcf Lhe oenter line of the highway, about lOB.Peet east oY a green Lwo- wny fire hydrant and ~.5 feat southwest of a whitq.wooden witness` post. A'aLanaar~ triangulation-statics aiak, stamped "N,S. BpSB' 1.856 1908 1841^ ana eat in th's top oP,a oonorete poet projeoting about O.8 Yoot shove ground. - - ~ ~ '. R.i4.-1 Yort 1'ownasnd Northeast Baas.--AL Port lbwhsend, JePY- eraon County,. about 1.0 mile aouLhweet along State 11 ghway Yrom the-city hall-, 71.5 Beet eouthwdst,of~triahgulation etationPOrt Townsend Northeast Rase, described above, about 177 feetsouth- . eaeL 01'the Oeuter line OY Lha highway,. yl Peet SOUthe(iat OY 8 green twp-way i'ire hydrant, and 2 feat norLhiaeaL oY a white wooden ~. witneea post. .~ standard referen4e-mark disk, stamped "NOr l 1856,. 1y41" and set In the top oi' a oonorete post projeoting-about 0.4 foot above ground.. H.iE. 2 Port Townsend Northeast rises.--At Po t Townes d Jeff arson County, about 1.0 mile southwest along a e ,way -from , the oily hall, 146 5 feet northwest, of tfiiangulation'statios Port ,. Townaend~Northeast Base,deasribed'above; at a"Y-road junction 3L~~•~:' ~- feat.southwest of apower-transmission and street-light pole, 21.$ - 373-7 , . i 2 M 259,-~Abo 1.3 the t along the Hordlann potty rose Yrofd the in rseo oP'Ut$Le way 9 at !roar Oor ere, - ~ Peet~~eoutheast of the aenter line oP 3Late Highway 9, 17 feet north- Jei'reraon Co a junction of a road leading nor - o art west oP'.the aenter-line of a gravel road paralleling the Ohioago, Townsend, 33• et rtheast of the. oenter line oP the Perry roafl, Milwaukee, St. Paul & Ysoifio Railroad, and 1.4 feet northeast of 25 feat east % t Center line oP_tne Port Townsend road, 60.2 a white woodeu witness Agar. is ataudard rePerenos-mark disk, stamp- feet north 'road sign, and 2.2 Yset southeas6 oY a white wooden ed"NU. 2 1856 1941" and set in the top oP,a oonoreta.post pro- gitneas poet. A standard disk, staf¢ped 'Ri 257_lya4"andsst in Lhe jeoting about 0.4 Poot above ground, top oP aoonarete post prof eating Bogor 0.6 foot above ground. 3.257.--At Port Townsend, Jefferson County, about 0.5 mile. About 1.3 miles southeast along the Noraland Ferry road Prom southwest along a e way 9 Prom the city hall, Cppoalte s the interaeation of Stara Highway 9 st Faur Corners, road surface , aLeep~bluPP, in the top oY the sea wall, 5•ti Peet northeast of the. at the centerof the junction oP the F`or ownsan road. southwest dud, and 24-feet southeast oY the center line of the . highway. Aatandard diak,ateiaped "S 2571y44•" SEur line to Fort Toxnaehd .ar Field. R 257.--At Port Townsend, Je_*feraon County, at the interaeo= V 257.--About l.3smiles southeast along the HOrdlend Ferry road - Lion oP Water an son testa, in the southeast Pace oY-Lhe Prom the interaeotion of.:State Bigh•.ray 9 at Four Borners, Jefferson 3 -oily hall, 1 foot northeast qP the south.cornar, and 4.9 Peet County, thence about O.y mile north along the •ort Townsend road• h I higher than the sidewalk. 'A standard disk, stamped "8 259 1y44" e at Fort. Townae d Air Field,. at the east end of the Pie],d, near t 'end set vertically. ~ - inter act on o ne nex roroad and the old•rodd, 30 Peet southwasL~ i oP the oenter lino of the new rood ~1.3 feet southwest oP a feriae, /p - (U.S.i3.).--::t Port Towhaend, Jefferson County, at the in- 8 5 and L7 feet aoutheaat of a white wooden witness post. A'sftaudard t - teraeotionoP :Vashing'tonana arr. son S.treeta, at the poet oPfiae, disk, stamped"Y 257 1944" and set in the .top of a aoncretepoat _ 50.5 •teet southwest Of the southwest garb oY Harrison Street, 13 projecting about B,b foot above ground. feet northweet'of the northwest curb oY Washington Street, 25 Peet south oP tna.eaet Oorner of the post office, and in the southwest %,257.--At FCrt Townsend :,ir Fiel4, Jefferson County, 12 feet end of a water-system manhole Dover. A Corps of Engineers, U.S. uthweat of the ao~u leas corner oirtTie hangar, anfl in the toy of Arfby, standard flisk, Stamped "?.B.M. 8-5-36 97.542•" the west corner of the aonorate haugar-door brace: i, standard disk, ~ ste>w'pet3 "$ 257 1944." ; the school, in i1 257.--At orL Townsend, JsfPersou County, at ' ' -the south Paoe o a r o u ding witb a atone foundatign, 6,4 iel4, JePfaraou OoUnny, at the W 257.--At orL Townsanu iuF p ' - feet west of the west edg9 afthe west basement window on the south aoe of d reb y n ha with the asst i south side oP the 3e 5 Beet iveat bf a and 1 rth 'side of the Pialu th r h h aide o! tn8.building,-1.3 feat east oY the southwest eornarof the , . at e no e angw L ~ building sad about 3 feet above the ground. A standard disk, W 257 1544" whfta wooden witness post. A standard disk, atawpe atamped.~Q, 257.1y44" and sat vertically. ~ ~ - ~~ and sat in the top of a aoucreta-post pro actin,; about 0.6.foot~ above l;rauud. - . _ P 257•--At art o•,vnaAnd; LfefYersan~Couttty, about 0.7 mils ' north alonngg the n rod eftdiug to Fort Worded Prgm the sohnol, ~d OP Llfe spur line. aL a road interasation, 37 Peet west oP Lhs oenter 11na of the m81a road•, 15Pest-north oP the aonter lino OP the east-and-west M 257•--/fbout 2.8 miles-northwest along -4he Four Corners. road .road, aL`the~satheast corner of a~peeLUre 1.6 feet South of a - ~ Prom the Perry Book aL Nord an err J6Ytereon County, at a.5- • e tenoe„ahd 2 Peel weat`oi' a MhiLe wooden w~tnesa post. A atanflard oenter line oY Lhe main road cuter®aation, 32 feet eas• 0 , disk, stamped "P 257 1544" ~ eat in the top of a o0na_rete poet road, 25 Peet north: of the asater.lias of the bi'evsl road leading ' ~ projegting about 0.6 Pogt above ground. .1:9 fsnt;s0uth of a seat, 1.3 feat west oY a fehos o0rtter, and " " "19 257 1y44 white woodeu witness poet. A aLardard disk,. stumped ~ V 257.--1*~ Fort Warden, Jefferson County, at-the ihtersaotion and set. in tae top of a uor.Crece post prajeoting about U.4 Yost of Oherry anfl Wb fiee a, opposite the theater, 33•S Pset north above ground, ~ of the north ouru'oP West Street, 18 Peet west Of the west aifrb of -• ' Cherrq 8traet;-24.5 Y6at southeast of the southeast corner of Lne ,L 257.--About 1.7 miles uortheast along Lne Four OOrners road - : x guardhdusA, aL~the.a0utheast'aarnar oY Lhe lawn, Sn bh0 top aY an from ths,Yerry Book tut r n Fer Jefferson Caun9y, at a, 5 ` --OOtagonfLL00naraLe Q1adK-formarlyuasflas a Dasei'Or-8 ,cannon, and road inteYdsotlon,.4U Pest nor weal Of Lne center 11us of .cue ~ ~ pi --eboun 2-`~inchea hi~her'than;tha ground. w standard giax, atampea ~ road loaning ngrunsast, 3b-Psan north OY the canter lne'Of-tae- ti+ "V 257 Yy44." ' road leading .vest, 36.5 Ts9t 8outhwsat of tna west,cornsr Of a•, ' small waiting station, and 1:b Peet northeast of a wnita wOOaen Tiae~ '!•--At .Fort :cordon, JaYYeraoh Oounny, on the sorest along ~witnesa poet. A standard d~ek BLamyed !'L 257 1944't end set iii `N 6 f vo 'onad a t 0 i 3 " the ngrtti`siae oY t a p sae graunu, in ttia south race of bsrraoKS . ., ~ ou . sct ng.a a egnorete poet pro the top oi 6u33A1h6 225 W, 0.7 YooG east of the southwest corner, and 2.4 Peel above the: ground. A atanflard disk, atampafl "7.1935" and sat verti- i; 2y7.--About U.B mils aquthwest along t:he xaur Cbrnsra road _ gglly from th9 Parry dooK at Mar la Farr , J9i'PePaou Bounty, s$ g 3- • road intereaCLion, 2b Pee .Bea' o hai gsnter line oP the roafl '$ldal 8+houtn Huse (U.S.A.).--qt Fort iorden, Jefferson County, leading north, 2`A test nort~f ol" Lhe cedLer line of Lhe main road, Ghefist:gorner'oi' Lne reserve ori$i ; ailnu~ 25U feet aonth by at'ths aon 2.y feet northwest of a power,-transniasion lige pD1e, aAd 1,7 Paat , comufa'nain~ eneral~s hauas, 25,2 feet east oY Lhe oenter, eaat•of to@ north oP a 'suite wooden witness post. A stapdara disk, stamped , line 6Y tba straat'para~laling the shore, 13.2 i'eet northeast oY the "H 2S7 1944" una set ih the top oY a aonBreLe poet prbjsgtiag abqu -east post of p;line of ateei gates across the street, 8.3 fset`south- 0,6 POpt abpvs groaud. , -.west oY the.gouth`aud oY a pipe guarflrail elOng the bluff, in Lne ' - top or a Conorete'blook about 3 Peat in diameter, af,a scout 2 feet -~A t r ~~~ Jefferson Co ntY, on hs oath oho nigger tnan Lhe ground. 1. 2=inoh.braas plug. of Lne prrowa,a ou a easLOY cue 6 it fi t a - - - leadingtothe-i'erry floox, 9.8.feet south tns l - 21as1 5.--AL Fort ~lgrdan, JaYYeraon CounLq,.Cn cue street pare!- b e, ner oY a aoagrete b100x supporting an 1 nQg tfret a ol oi' ok oP the f ..yardeaouth oY Lne aouthenat oornerof !sling the share, a U . n e n the north corner of t end laths,top o " ^ = builainttSS 50U, About 7h ya?'ds north of pp bend in the sidewalk toward ' J 257 1y44 the cable guard. A atandarn:diak, stamped ~ ~ Lhe headquarters bulldingd; 41 feet north of po19-56;8,5 teat west oi' thewest sage oY tna' sidewalk; in the northwest corner oP a Don- ~ an s1a , Jefi'eraon L'ountyy, at tHs $auth- H257..--At Z • , orate manhole Lop; and about level with the (51•aun¢. .A etandara die's, ..agy'igstallstion, at the jnaoLidn of s (main) gate oP t e . ata.rpacl'"5 1933.^ private roan leading south, 23 Yset eoutnweat oP ths.•oenter 1ii18 of ' Lhs.privabe the paved road, 13•! i'eeL east of the aenter line pf ` Tidal 2.--.ft Fo t Zlordan, JePreraon County, on Lne street pars!- a waits road, 3.b feet aouLkwest-of a poi®t one 2 teat horthfrest oP - leling the shore,ahpu - YeeL 90utfwfeat oY Lhe Snsaore end oY the woodett t0lLneaBpoaL. h dtanuard disk, stamped "8257 1941+" and - wharf, in the eaEt wall qS couorete building 501, 3.7 Yeet'nortn oY about U.b foot above set in the top of a ooharate poet p,ojeoting the `soiftheaat corner; 31.8 Yeat went or the :vest edge oY the aide'.valx, ground. - and~sbout t Yogt ebovathe ground. A standard diak;`atamped "2 1y25" ~`~""_'""` ~~ - ' and ast vartioazly, ' q 257•--Ac cif of--~~dq, JuPtsraon Cotfnty, at the south and uf_ Te- sogt119asir atotfg a sued road .iron Of the island, a u' ~ Tidal 3•--At fort toraen, JeYYereon County,_on Lhe -beagh, scout , eet-west of the the main-gale-oYthe U.B. iavy inmtslatiopp, 53 650 Y6 eL aanth OY tlla Saf1t wharf, about 158 Peel nOYL¢ of the aenter nortaweao gate, 25.d feat. north of the aaaber line oPbhepaved lihe qY a small anad and a flight oP By wooden steps leading upto~ road, 1.9-feet eouthOf the Yehotl and 1.9 feet eastoP a white ! the oomgianoing general's house, sad in:the northeastfaae of the disk, stamped "w 257 1y44"-.and wooden witnasa.poat. A standard . only'boulder on Lne beach. w standard diax, atacipen "3 1925" and set in Lhe top qY s aonorate past projedting about U.b foot above ' .set vertically. ground. 'tidal 1.--At Fort toraen JeYPeraon County, on the street pars!- P P ~ ,..1t ndiatt aII JeYPerrgn County about U. S.miia ate oY ' ~h in Lh P i the wlier , feet west of the inahgre and O !sling Lne shore,- u g rom e.ma roan -eou north a1on~; the ma a nor. -ant in the east Saoe.ol' aonorate building y02,` 3.5 feet south oY the the V.fi. tvevy inatsllatiQn, cacao Oa mile north oPrd.Y-roan juao- nbrtneast corner, 47 feet,weat of the oenter line Of-the street and - tlon, 38.8 feat seat oP Lne aenter llus aP Lhe road, Sn Lna west - about !foot above the 5round. A atendaaddiak,.atampeG"1 ly2j.^, 0.8 PCbt - corner'oP the n~rLhretainj.ng,wa11 OP builflitlg 54, and and set vertically.. east of the west-ells. w aLaaflard disk, statrped "C 257 1944." Tidril. 4 (L'.S.k.).--At Fort Worsen, Jefferson County, on the ' ` D 257•--At Iudluh Talandt Jefferson Aotmty, about 1.3 m11A® r t th8 i t bout IIu yards north.ol the wharf;65 street.paralleling Lheanore,'a 2 Y eL n th- buil 1 12 n ga ram the ma s C north alonggthe main north-and-eouthrna8 ut 1l0 feet IIorth OY a roit6 leading wss~~ b ll ti y, . e or ding 5 feet noqrth oY.the northeass corner of on, a o a jL S. Navy insta -east of pole B 10,"42 Yeat west of the oenter fins of the arrest, is aL building $8; in Lha southeast corner of the laadicfg plstfarm, the west Paos'of- the east retaining wall oP, a email oonorete.oabla- . [,1-feet tveat of the oettter 11na of tbs. msiii rgsfl, anfl 9 t8et Ogtith- oirosaing buit.ding, 3.8 Pest south oY the north end, and 5.6 feet east of Lhe south edge of .Lhe south door. A standarQ disk, sLemped above the oonorets floor. A bronze wsflge, stamped "B M 6.'r1U 16.200." "D 257 1944•" ' &hd o2' tae spur fine; nd s n , JeFfsrann OatiaLy, on Lhe V.d. t:aval 6 257:--AL ~ Magazine reserve on, on s-road lathing east "tram the i~dmi,nistration ` ur Corners roasi surY~.aa'at:the Center oY the interAection of building, at Lha south aide of building 63'ar abe$ 2 in Lha ,eouLh S ~' ~$Late. wfW - n6 the P:oraland Ferry road. ~ osdinngg ~ths aorneroY the gottom.aoaorete step sL the west and o p1iltPOrm, 63 test narLh of the oenter line of the road, 12.E tt<sL• _ ' southeast of the eouthwest.oornsr of the bulldiIIg, sad 6:4 teat northweft oP the eouLnvdat garner of Lhe ylattOrm. A atander$ disk, stamped 1t0 257 194b.K •,. 373-g ~ ~~. _ ~- - - 46 Wash: September 27, 1946 UNITED STATES CCdST AND 0$ODETIC SUkVEY ' First-order leveling - Uaoue to Hadlook, Wash. -This line follows State Highway 9 from Unaus to Dour Corners, roses Yrom A'our Corners v1a,Hadlook to &ordlana Ferry, and a road on Indian Island from the ferry landing to the U.S. Naval magazine. A spur line follows state Hightvey 9 Yrom Four Corners..to Port Town- send and i~ort Worden. The field work was done from September 11 to 20, 194,4, by a party in charge oY,Claranae Symna, Jr., asaooiate geaaeLio.englneer. - For additional ashen marks in the vloihity or Unaus, see "Twig Rivera to Olympia,"WSan." ` '0 1 {U.S.B•).--About -0.7 mile north along V.S. tilgnwny 101-Yrom tae junatlon oP State Highway 9 aL Unaus, Jefferson County, about 100 Peat southwest of the vertez oi' a curve at the northeast end oP a 1/4-mile tangent, stthe edge of the abandoned highway, SS Paet northwest of Lhenorthwest rail ox'-a rai~lroaa traok,b8.5.feet south of a while post lettered "FAP 138.0 (1),v 53.1 feet northeast oP pole 45/4, and 39.8 Peat southeaeL of the center line'oP the highway. A Corps of t:ngiaeere, U.S. Army, standard map-oontrol-station dick, stamped "0 1^ eaa set in the toy of a'ooaorete poet projeoting about 1 inoh above, ground: ` ~ - - 'l'. T.S• 4 tdl {U.S•6.5.).--About 1'2.S miles southwest along bLate Highway y Yrom the oily hall at Port Tovmaend, Jefferson County at Unaus, at the junotivn oP U.S. n (~uwa~~n~8 1'Aet northeast o~ Lhe oeu~er line oa' u.s. tiignway 101, 27 feet southwest of the oenter line of the northeast road oP the junotion triangle, and 2 Peat south. oP a white wooded witness poet. A Uhited ~tatea Caologiaal Survey standard disK, stamped "TT 4 1fB 1y40 12'~ eaa set Yes the top oY e oonorete poet projeoting about U.2 foot above ground. About 12.b miles southwest along State Highway y from the oily he11,nL Port Townaena, about X0.2 wile-east oY Uaoue, oenter line or SLaLa H1 way a he middle oP a bridge overt Creek. D 254..--About 11.9 miles soutnw,eat along State ttighway 9 Yrom the oily hall at Port Townsend, Jefferson Aouaty, about U.9 mile asst oP Lhe junot o :b, ighway lOl at Uaoue, on Lhe northwest elope oY a hill, 2S feat northeast oY ells Den-'Eei-llne of tae highway, 4.5 Yaet northwest of pole 281, anfl 2.5-Peat Boutheaet oP'a white wooded witness poet. A atendara disk stamped "D 259 1944":and set in the Lopoi' a oonorete poet pro~ea lag about 0.4 foot above -. ground.. ~ -. C 259~B:ZU (U S.iscl•--About 11.0 milea:eouLhweat along State Highway y Prom the city sell eL iron T Wass d, JePYeradn Oounty; about 1,6 miles east of Lhe Sono Onn~'iBAway 101 at IInoua, , et the junotion oP 8tdte Flighway 9 8, 24 feet north of the ae~ei 7.ine 4P State Fllghway 9, 5.3 feet we8t of a highway eignpoat,'and 2.PeeL northwest oP a white wooden'witneas post. A Corya of Sngin- eera, U.s. Army, eLanflard disk stamped "C 259 1944" and sat is the top oP a oonorete poet projept~ng stout U.2 Yoot above ®i'ouad. About 11'.0 miles southwest along State ItleShway 9 Prom Lha oily hall at ort. wnsa~d, about 1.8 mi]1ea eaaL of Uaoue, oenter line of the h, way a e juaoLion of 9taLe Highway~~: B 259.--tibout 10.8 m11eA eouchweat along Statabouth2.1 milee~ the oily hall at Fort Townsend, Jefferson Cauaty, eaaL of, the junat oa1~o T~ Sighway 101 at ~~n~~o~~u~~e, near the narth- ~eaat end oP a parking zone,~oppoaite a deep roafout, 32 feet aorta- vreat oY the oenter line Of Lhe highway, 4.5 feet southwest of a white wooden wStaeaa•poet, in the top of a rook ouLOrop, and about level with the ground. A standard disk; stamped "B 259 1944•^ p 25y.--About 10.I miles southwest along state Highway .9 from the oily hall at Port To send, Jefferson County, about 2.B miles aortheasL oY the ono oa o .S. 1ilghWay 101 at Due, on LbA in- side of a curve Prdm northeast to south 58 feet nor east o4 Lhe north ppeat of a guardrail weal oP the h;ghway, 4b.5 faeL seat of pole 177, aL a oulverL, 1~ the top of the south oorner oP-the eaaL peed wall, 16,5 feat east oP the seater line oP Lhe highway, and about 3 feet Tbwer than the-highway. A standard disk, stamped "A 259 1944•" Z 257•--About 4.0 miles eouthwaet along State Highway 9 Prom the oily"hall at orL ownae fl JePfereon County, about 3.9 miles hartbeest oP the :ono on o .S. Highway 101 et Uno , at the ia- terseotilon oP Lhe nelsons Beach road, 60 Peel sort eaa of a Drees- ing sign, 58 Peat north oP the oenter-.line of tae road, 39 feAt west~oY the oenter line of Lhe highway, and 2 Peet. south of a white wooded witn~as peat. p standard disk, stamped "Z 257 1944" and set is Lhe top of a oonorete peat projeoting about 0.4 foot above ground. About 9.0 miles southwest elong.State Highway 9 Prom the oily hall aL Port Townsend, about 3.9 miles northeast of ou', highway surface n Den er of the intereeotion of the Romona soh road.. y 257,--about 8.0 miles aouthwast along State Highway 9'from Lhe oily hail at Y 't T wnaend, Jefferson County, about 4.9 miles northeast of the ono on o .S. Highway 101 at Unous, aL the in- tereeotion.of zoade leading north and south, 30.5'3'ee~ eaaL oP the oenter line oY the highway, ll Peet weer of the oenter line oP the road leading south, and 2 Paet-north of a r+hite wooflen witness poet. A standard fliaK, stamped "S[ 257 1y44" end set in the Lop of aaonoretapoat projeoting about U:ofoot above ground. , About 3.0 miles southwest along state iiigtwrey 9 Prom the oily hall pt Port Townaehd, about 4.9 miles northeast of Uaoue, oenter line of a ghway at the intereeotion of side roafle Tading north and south. , 1A, ~- t~M 1MO1.tlia~1 d~ ~iqM 4(1 OMEI , d 1rQWM• Z 25b.--About b.'7 miles southwest along State Higaway 9 from the oily hall at Y•orcTownaend, Jefferson County, at Fo Corners; 57 Peet south oT e.oen er ne of the east-and-west roe , Peet weal of the ashlar line oY Lhe hil;hway, 18.6 Peat south of ,. pole 36 R-s, and 1.6 feat south of awaits wooden wlLneea,~ost.. p standard disk, stamped "Z 256 1944" and set in the cop oP e.aog- . orate poet projeoting about O.b Yoot above ground. - fur line to Port Townsend and Fort Word_e_n_. `LZ 256 (U. S. B.),--About 6.6 miles southwest along State HSgh- way 9 from the oily hall at Port Townsend JeP?arson Couttty stout 0,15 mile .north of Four Corners, s ou ~ Pest south of a grive- way leadingeaat Lo a ama. - tame house aboutlUO faeL east oY.Lha _ highway, 2U.3 Peet east of the oenter line or the highway, 7.2 feet west or tae west Yaos of a 4U-inoh stump, and about 1 foot , lower than the highway. A Corpa.oY Engineers,. U.s. lar04Y, ma -oon- trol-station dish, stamped '!ZZ 256 AZ;dU'LTH NaRk" and sot. in -the top of a oonorete post projeoting about. 6 inohea ebo6e ground, y 256.--About 5.7 miles southwest along state Iiighway,9 Prom the oily hall at 'tort Townsend, Jefferson County, at the junotion of a. private roaa~ ea. ng.;rea , 34.8 feet weal oP the oenter line of the highway, 14~Pset north oP the oenter line of the road, 4.8 Peet northeast oi'.a fence oorner, 3.5 Peet ease oP the Yopoe, and 1,5 Peet 'north of a white wooden witness post. A atandarfl disk, stamped "Y 256 1y44"'and set is the cop of a oonorete poet _ projeoting about 0.6 foot above ground. About S.U miles BouLhweat along State Highway 9 Yrom the city hall nt Port Townsend oenter line of Lha highway at tixe junotion of a pagan ro ea ng eoutheaet to Port Ludlow. % 256.--jbout 4.b miles southvreat along Stet@ Highway. "from tote oily hall at Port Townsend,. Jefferson County, at the- set oorner oP a patch o }y+rorooas, a 3-road intereeotion, 2 ouch of-tae Denver line oP"the read leading east, $7 Peet a - e oenter,line oi' Lhe highway, sad 1.3 Psat south of a wu an Witness poet. A stat:dura flia};,,atemped "K 256 1y44""ah _ e, in the top or a aonarata poat.projeaLing about U.6 Poot aoove ground. About 4.6 miles sooentertllneaofgtheehighway at sr3mroad SnLy call at Port~owneend,_ Lerseotioa. About- 3.7 miles eouthaeat along State HiBhwaY 9 from the oily hall at Port Townsend highway aurfaoe at the middle oY the. bridge over tea oago, Waukee, St. 'raui &radiPio Railroad. 8 3 {U.S.B.).--About 3•b miles southwest alo[a; State Highway 9 Prom the airy hall nt Port Townsend, Jeffei•eon County, about D.1' mile north of an overpass, a-'~ roa~aroeaing, 47 Peel south oY" the oenter'lineoY the roan,. 27.5feet weatoi' the center.line bl' the highway, at the Lop oY a small out., And 1.7 Yeet south oP a ~ , white woodeh witness poet. A Corps oY Engineers, ti.S. i.rmy, stand- ard dieK; stamped "P.B.M. B-3-36" and set in the Lop or s oonorete poet projeoting about 0:5 fool above ground. , About 3.1 miles southwest along State Highway 9 Yrom the oily hall at Port Townsend, oenter line oY Lne highway at the junotion of a pave rose sap ng east. T 257•--About 2.3 miles southwest along States Highway 9 from the oily ha7,l at Yort Townsend, JAPPerson County, about 115 feet east oi' a eervioe stn on at a junotion oY n road leading south, aL the junotionoa' a private road leading north to a smell~ehingled house, 24 Peal north of Lhe center line of the highway, 13 Peet west oY~Lhe oenter nine of thAroad; 4.4 feet west oY a Pegoe oor-- per, 0.9 Yoot south oi' a panel Pende, aA~y 1.6 Peel east oY a white wooden Witness poet. a standard disk, stamped "T 257 1944" and set is the top or a aonorate poet projeoting scout 0.6 foot above grouse. , B 4 (U.S.E•).--About 1.9 miles southwest along State Highway 9 Yrom ,the oily hall at ort T was nd, Jefferson County, at the juuo- Lion of tea St•-John~a esp. a road, at the oorner or Lhe highway out at the northwest angle of the junotion, 43.2 Peel north oi'.the oenter line oa' Lhe highway; 36 Peet went oP the oent.ar line oY thb road, 5.5 Peet south or a "barbefl-wire Panes, 1,9 fa et east of e 9t. Joan's Hospital-sign, annabout 7 feet higher than the highway. - p Corps oi' 8ngineara, II.S. Army,'standard map-oontrol-station disk, stamped "P.B.M. 8-4-36180.000" aad.aet in the top of a Don- ., oreLe poet projaoLing about 4 inohas above ground. About 1.9 miles southwest along State Highway y Yrom Lae oily ' sell at POSt Towne nfl, oenter 11he of Lhe highway at Lhe junotion or the S o e ospital road. Port Totmeana Northeast Iia6e.--AL ort Townsend, JePfereon County, about 1.0,m11a southwest along a e way 9 from the oily hall, about 540 feat southwest of Kearney Street, about '180 feet northwest oP Washington Strabouta108yPeat east oYue grew Lwo- Lhe oenter line of Lhe highway, way fire hydrantt and-1.5 feet southwest of a white wooden witness poet. A slanders triangulation-station disk, stamped "N.B. liASB 1856 1908.1941" and eat is the top of a ooaarete poet projeoting about 0,8 Poot above ground. -- R.1&. 1 Port 'rownaend Northeast Base.--AL Yort 'ibwasend, Jeff- ' Arson County; about 1.U mile southwest-along State I - way Yrom . the oily hall, 71.5 Yeet southweatoY triangulation elation Port Tovmaehd Northeast Haee, aeeoribed above, about 177 Peet south- east OY'-the Oenter line oY the hignvray, 91 Peal southeast OY 9 - green two-way Pire hydrant, and 2 Yeet northwest oY a whit,a wooden witness poet. A standard raferenoe-mark disk, stamped '2v'0. 1 1856 1y41" and set Sn the Lop oi'.a oonorete.post projeoting about 0.4 .Pool above ground. B.M. 2 Port Townsend Northeast ease.--pt Port Townsend defP- eraon County, about 1.O mile southwest along a e way from the oily hall, 146.5 feet northwest of triangulation etatipn Port Townssnd Northeast Base, described above, at a Y-road junotloa, 31 feeL.aouthwest oP a power-tranemiseioa and street-light pole, 21.8 ;. 373-7 r~"~e; 2 feet southeast bP the oenter line. of State Highway 9, 17 feet north- west of the oenter line of a gravel road paralieliug the Chloago, Milwaukee, St.-Paul & YaoiPio Railroad,-and 1.4 Seet northeast of a white wooden witness-poet. A standard rePerenoe-mark disk, stamp- ed "NU• 2 1856 1941" and set in the top oP a oonoreta poet pro- Jaotlag about 0.4 foot above ground. 8 257•--At Port Townsend, defPereon County, about 0.5 mile southwest along a e way 9 Yrom the oity hall; opposite a steep b1ufP, Sn the ;top oP the aaa wall, 5.6 feat northeast of the southwe@t end, and 24 Peet southeast oP Lhe Deafer line of the highway. A'stagflarfl disk, aLauped "3 25~ 1y44•" R 257:--At rt Townsend, Jefferson County, at tine interaeo- tioa bP Water sn , eon testa, Sn Lhe southeast Paoe of the- oiLy hall, 1 Pool northeast oY Lhe south oorner, sad .4.9 Peat ,higher than Lhe,aidewelk. A. standard disk, stamped "R 257 1y44" and eat verLioally. H 5 (U.S.l~.~ -st P rt To send, JafPersan County, at the in- terseotlon of YaahingtoR an err son Streets at the peat ofYioe, 50.3 feet eouthwaot of the southwest ou~b of {iarrison Streets 13 Peat northwest oP the northvreat ourb oP 7lsehington Street, 25 feet south oY the oast oorner_oY the poet offioe, and Sa the southwest and of a water-system msnhple cover. A Corps of Engineers,. V.S. Rimy, standard disk; atampefl "P.H.M. H-5-36.9'7.542." 1 257•--At Port Townsend, Jefferson County, at the sohool, 3n the south Page o a r u ding wiLA s atone Foundation 6.4 Peet west of Lhe west edge of the west basement window on ~ha south side oP'th~ building 1.3 feet east oP the eouLhweat oorner oP the building rid-about ~ feet above the ground. A standard disk, ~tamped~g,57 1y44" and set vartioa7.ly. • P 25'x.--At ore o +sead, Jefferson OounLy, about 0.? mile north along LJia a roe a diug~to Fort Worden from the sohool, at a road intarseotibn, 37 Peet west of the oenter line oP the ~ main road, 15 Pset north of Lhe oentar:liua of the east-and~weat, ~ road, at Lhe southeast oorner bP a pastors 1:5 Peet south oP a ~ Panoe, and 2 Peel west oi' A white.rrooflen w~tneee post. A standard 1 disk, stamped "P 257 1544" @ad set Sa the top of a oonoreta poet , proJeoting about 0.6 Shot above ground. ~ V 257•--At eo PJo doh, dePParaon Oounty; at the interaaotloa of Cherry-and wee ~ roes opposite the theater 33.5 feat north oP tnA north @uru of sleet street, 18 Peet weeL o~' Lhe weeL ourb of Oherry threat, 24.5 feet sbuLhsaet oP the^eoutheaeL oorner of the guardhouse, at the'southenat oorner of Lhe lawn, in the Lop or an (~ ogtagonal'gonoreta blook formerly used as a-base Yor a oannott, sad About 2 inonea nigher than the ground: A-ataAGard a1eK, stamped "U 257 1y44." ~ ` Tidal '!•--AL o t 5lorden,Jefi'ersoA OOUaty, OA the attest along the noa'th-aloe or v s pare e.grouhu, in the aoutn.raoa of bsrrsoks ~ bu11d1Ag 225 W, 0.7 root saes of Lhe eouLhweeL oorner, and 2.4 feet _ above ins ground. A standard d1ak,'etampefl "7 1935" sad set vsrti- oaily: ` Tidal S~tioutn Hsae (U.B.A.).-rkt ort 'AOrdan, Jefferson County, at'tue aouthaaeL oorner of the reserve on, n ou -250 feet south by .east of Lne'oommanaing general's house, '25.2 YesL east or bhe oenter line oi' Lhe arrest paralleling Lthe shore, 13,2 1'9et aortheaat oY tins east post oY a lips.-oP steal aates'aorose true street, 8.3:Peet south- ' weeL oY the aquLh end of s pipe guardrail along Lna bluP1°, is the top of a aonorete biook about 3 Yeet is diameter, a+ta about 2 f9e4 higher than Lhe ground. Ic 2-Soon brass plug. Tidal 5•--At Fort ~lordon, Jei'Yerson CouaLyR on tins street paral- leliag tine slwre, a u settle south oY tae souLheasL'boraer of bullfling SUy, nbout 7y sates norm of a bend in Lhe sidewalk tawara ' the >hesdquartera buildings, 41. Peet north oi'. pgle 5b, K.5 rest what aY`Lhe'weat sage oY t+e elflawelk, in the northwest oorner oP a oon- brate:maAhole top, and about level with the ground. A etandara disc, ste,~ped "5 1933." Tidal 2.--~,t Fort i/orden, Jefrsraou County, oa Lne street paral- laling the shore, a u set southwest of the iaeuore end oY the -whsrY„ Sn Lne east wall oY oonoreta b~ilss~~ng 50~, 3.7 Peel north oP tAe~eoutheast oorner, 31:sPeet went of tea west edge oftne•sidswalx, sad-about 1 foot Above the`ground. A standard disk, stamped "2 1y25" -and set veptSOaily. , 'Fidel 3.--Ab !'orL ;Yo de , Jefferson County, on Lhe beaoh,' about 650 Yeet south oi' sou wharf, about ,15,8 fAe4 north or tins oenter - line by a email abed age a flight oP 8y wooded steps leading up to Lne aommeIltting general's house,- a7d is Lhe.northeaat Pnoe oi' the only boulder on Lne beaoh. A stnaaara disk, atampea ^3 1925" sad set vertioaliy: Tidal 1.--At F rt ~oraen Jefferson CounLy,.on Lne attest paral- leling Lhe shore, a u { est'wast br Lhe inshore end of the wharf, in the seat Yaoe or aonorete building 502, 3.5 Yeet south oY the '_ nbrLneast Dorset, 4% feet west of the oenter line oP the street, and about 1 foot above rue ground. A`atandard disk, atampea "1 1y25" Rnd.sat vertioslly. ~ Tiaa1 4 (U:+i.B.).--Ab Fort Ho den, JafPeraon County, oa the street paralleling Lhe snore, a ou u yards north or the whari',65 feet north oY tine aortheesL oorner'or building 51y,'12.2 YesL north-- east oY pole H l0; 42 YeeL vreet of .the oenter line of .tine street, in Lhe west Yaoe oi' tins east reLaihii+g wall oY a email oonorete.oable- oiroeaing buiiaing, 3.8 feat soAph of the north-end, .and 5•b PeeL above tine oonoreta P1oor.. A brdnSe wedge, stamped "H M 6.710 16.200." $nd oY Lneeaur line. ' ~OUr-.!)O Here, road-surf",08 ab Lne Oenter oY tna iutera~at}oD of - 6tate h why end Lhe Ptordland Ferry road. 4 - `~ ~;, -, .,r. ` - (' ~ i:: .,, .~ .b N 257.--About l.3 miles southaeeL along the ttordlana Barxy Y .road Prom the Sntaraeovion oT :frets Highway 9 ac Four Co re, , defrersoA-County, at the JunotionoP a road leading nor o orQ ~ ' Townaead; 33.4 feet northeast of the oenter line oP the Parry road, 25 feet seat of Lhe oenter line of L1Ye Yort Townsend road 60.2 PaeL,north oP a road-sign, and 2:2 feet sbutheast oP a wh~te wooden eritneea poet. A atan4ard disk, stamped "N .257.1y44" and set in the top oP a oonoreta poet proJaotiug about 0.6 Pobt abovo ground. .About 1.3 miles southeast along Ehe Nordland Ferry road from the intareeotion=oS Stets Highway 9 at Four Corners, road eurYaoe at Lha banter of the Junotiou oP the Por ownaen road. spur line to Fort Townsend ;.ir Field.. n 257.--phone 1.3 miles southeast along the Nordland Ferry road from the interaeotion oP state Highway 9 at-Four other , Jefferson County, theno0 about O:y mile north: along the nor ;ownaeud road; at-Fort Townsend'ASr Field,, at the easy end oP the flalQ, near,the intersao oA o e haw road and the yid road, 30 Pa@t southwest of the asnter lino of the-new road,. i.3 feet eouthweet of a Sense, and 1.7 feet aoutneaet oY a white waodeA witness post. A standard , disk, stamped "D 257 1944" and set in the top of a oonarete post prbJeoting about.U.ti fagt above ground, 8 257.--i.t Fort Townsend ;fir Field, JePYeraon:COUnty, 12 foot southwest bP tits' o>i~u Tied oorner q a hangar, aryd iA the.top of tins west oor++9r oP the aoriareta h@ugar-door braoa. ~: standard disk, ~tampedng:257 1y44," W 257.--At Fort<ToWnssna fir 1PSe18, Jeffaraor+ County, nt tins .- vouch aide oP tine @ reo~Iy~ihe w1t2+ the east i'aoe of . tins hangar at the ngrtn-.aide of Lt+e field, at+d 1.5 Pest weeL oP a white wooden witASSe post. standard disk, stamped "W 257 1y44" and set in the top of a'oonarete poet pi•oJ.eotiin,;-about 0.6 foot above ground. _ - End oP tla s ur line. , D! 257.--About 2.8 miles aortliweat along Lhe Bbur Corners road Yrom the Serry dook at A'o~l ad 'err , dePParaon County, at a, 5- road Suterenotion, 32 Pea, ass ~e oenter line oP Lhe main rdad, 25 Seat north oP the beater iine oP tine gravel road leading east, 1.3 Yaet west oY a:Peuba oornag and i.9 P@qt.south of a white wooden witness post:. A standard disk,: stamped "M 257 1y44" and set Yn Lha top Qf a aonareve poet proJeotinl5 about U.4 I'got', above grouiia. L 257.--About 1.~J miles northwest along tine Four -0cirnara roes from vhs i'erry dook aL.' rdla a Farr Jefferson County, ab d 5- road inLerseotion,.40 iSe91- or we,t~oY.Lne oenter 1,1ue'bP tine ~ ~. toss leasing nor~Eieast, 36:feet north bP Lhe oenter >.in$.bP Lue ,G1' roafl lensing wear-, 36".5 YdeL eouthvrbst oY tins xeat oorner oY w., smali.+vaiiing atutlon, sap, 1.6 Peet northeast oP a vipite_wbonan witness.poet. A eLanaard disk etam},ad "L 2571944" and eat 3a tine top of a oonoreta poet pro~eoting about 0.6 foot sbgve ground:-:~ - ' 1; 257.--about U.8 mile southwest along~tne Fb1ir Corners rdad Prom tine Perry dook at Nordland err „ JePfereou County, st a 3- ~- rand nberesotion, 26 Yse des o Aa oenter line or Lne-road ' leading north, 2'I Peet north oY-the genver line oP,the,mai'n road, 2.9 feet northwest of a power-trana++ilasion lies pole, and'1.7 feet north oP s dhite woodsa wicnsss poet. A atandara disk, stamped, "K 257 :1944" and set in Lhe top oP a oonoreta post proJeoting.abbut' U.b Yaot.above 8round:> - J 257...-qt N rdis ; F rr , Jafr rson un Y>, n t a u4h shori. oi'the Narrows, a ou e9 suet: fb - a road Seeding to Lhe tarry dosx, 9._s'Pa t ~ouLheaat oor. net oi' a'oonorete blook.eupporti n beam ,ding the sable, end in Lne Lop, of Lhe nortli oorner "f the aoubre anohor block o! the oaoleguarA ~.A.atsndara disk, scampea "J.'2571y44." H 257'.--Aa I+a e s - Jefi'ersou Cquaty,.at the south- ' (main) gate of t e tavY ~naLallation„ at Lhe Junocion oP e private rose lauding souLh'.23 teat southwest aY bhe oenter,line of the paved road; 13.5.1'eet:~aet oP ,the osALer line or the private road, 3,6 Peel southeast of a pole; and .2 feet northwest oP s white wooflan witness poet. x standard disk, stamped ^H 257 1y44" and set is the tbp oY.a oonoreta Abet profeoting'sbout U.b Soot above ground. A 257•--At Intl an• alanfl, Jefferson County, aL tins south qp4 of the ielead, a u e southeast along e. payed road from -the main gaits oY.the U.6. ]:avy inetaliatioas:53 teat"'weeL of Lhe aorthwesL-gets, 25:8-feat north oP,the oenter line oY the paved road, 1.9 Peet"south or the-Peuae, and l.9 YeeL.eaat oP a white ~ wooden witness post: 'A standard disk, stamped "A 257 1y44" anfl set in the top oY a ooaorate'post proJeotiag about 06 foot above ~grddnd. - . . . 0 257.--AL. ndian 1 , Jefferson Gouaty about, U•5 Jh11e north along the_ma n nor -and-south road Yrom ~he mnSh gate:oP tha.U:G: navy installation, about 0.1 mile.nortn of d Y-toss Juno--. tion, 38.8 Peek east of tine oenter iine oP the road, in Lae west oorner oP tins north retaining wall 04 building 94, and 0,6 igot east oY Lha weal.end. ' H standard di , stamped "C 2~j7 1g4G.." - D 25?•--At Iudi+u+ Island Jsfforaon County„ about 1.3 Wiles north along-tins main aorLh-and-south road Prom the main gate qS the V.B. Navy inetallatioa, about 110 fee4 north of a roafl leading west, ' aL building 88s,in the southeast oorneroY the 3oading platform, 41 feet went of the,aenLar line oP the main road;.and 7 Seat south- eaaL of Lne south edge of tins south door. A atandsrd disk, atemped- "D 257 1944.,x, 0 257..--AL Indi Ie ad, JePPeraon Co~nty, on :the U.s.-Naval Magazine-reserve. on, o a road leading east from the adL+inietratioa building at the south aide of building.63 qr shed 2, in Lhe south - .oorner gi~.the-bottom oonoreta stsp~ati Lhe west end of the loading p,Lattorm,.b3 Peet north oY the oenter.liae oP'the road, 12,3 YeeL southi3ast:of Lhe southwest oorner of the building, sad 6:4.feat nbrthw@sQ'oP the southwest oorner of the platYOrm.: A aLeadard 'disk, stamped "0 2$7 194&.^ 373-8 -3- Index of Lines of Control Lavelir~ for the STATE OF WASIIIlVGTON Number Lina Title 76 Pasco to Ringold, Washington 77 Wahluke to Beverly, Washington 78 Eltopia to Ringold, Washington 79 Ringold to Idahluke, Washington 80 Connell to White Bluffs, Washington 81 Morrison to Ephrata, Washington 82 Morrison to ~+ Mi. S of Quincy, Washington 83 Lowgap to Morrison, Washington 8~+ Vantage to Lowgap, Washington 85 Beverly to Corfu, Washington 86 Coulee City to Coulea Dam, Washington 87 Ontario, Oregon, to Lewiston, Idaho (10~+ Oreg.) (68 Idaho) $$ Morrison to Wheeler, Washington 8g Curlew to Danville, Washington g0 Vicinity of Seattle, Washington gl Renton to Duvall, Washington. 92 Granger Area, Washington 93 vantage Area, Washington 91+ Wenatche® Heights Area, Washington 95 Attalla to Eureka, Washington g6 Hanford Area, Washington AP 1 Nisqually to Ft. Lewis and Gray Field, Washington (See Line 12) AP . 2 Olympia to Olympia Army Air Field, Washington (See Line 12) AP 3 Colville to Colvill® Airport, Washington (See Line 25) AF ~+ Deer Park to Deer Park Airport, Washington (See Line 25) AP 5 8 Mi. S of Tacoma to McChord Field, Washington (See Line 27) AP 6 8 Mi. S of Tacoma to Mueller-Harkins Airport,Washington (See Line 27) AP 7 Ephrata to Ephrata Army Air Base, Washington (See Line 51) _AP 8 Coll®ga Plac® (Walla Walla) to Martin Field, Washington (See Line ~+9) AP g Harrington to_Harrington Int. Field, Washington (See Line 21) AP 10 LaCrosse to LaCrosse Int. Field, Washington (See Line 52) AP 11 Mead to Maad Airport, Washington (See Line 25) AP 12 Gloyd to Moses Lake Army Air Base, Washington (See Line 51) AP 13 12 Mi. W of Spokane to Spokane Army Air Field,, Washington (See Line 19) AP 1~+ Sunnyside to Sunnyside Airport, Washington (See Line 50) AP 15 Wilbur to Wilbur Airport, Washington (Se® Line 18) AP 16 Not used (See Line 59) AP AP 17 18 Not used (See Lina 51) Walla Walla to Walla Walla Army Air Field Washington (See Line 26) AP 19 Wanatche® to Faucher Airport, Washington (See Line 51) AP 20 Wenatchee to Pangborn Airport, Washington (See Line 51) 9? $an Juan island, Kashington g8 8iona - Paterson Area, itsahington 99 l~laryhill to Pasco, Nashington {USE} (13j Oreg.) 10g Pasco to Nindust, ~aahington (USE) 101 $iparia, tashington to I,eWiston, Idaho (USE) (87 Idaho) Elevations are on City of Port Townsend Datum Fort Worden Nov 22, 1965 November 22, 1965 Port Townsend Bench Marks NE Trunk Sewer Nove~aber 22,E 1.96 Port To~nd P ~3 KAH TAI `Z`RI3~ SETr7E~ a Bench HIGH SCHGOT~ N~em~x~ 22, 2.g6~ St~~ TRH SEt~1ER Head ~a 3 DEPARTMENT OF COMMERCE !J. S. COAST AND GEODETIC SURVEY OFFICIAL BUSINESS PENALTY FOR PRIVATE U8E TO AVOID PAYMENT OF POSTAGE, SSOO To the Director of the U. S. Coast and Geodctic Survey Attention: WASHINGTON, Section of Leveling Division of Geodesy D. C. DEPARTMENT OF COMMERCE U. S. COAST AND GEODETIC SURVEY Form 68S Ed. Apri] 1935 REPORT ON CONDITION OF BENCH MARK Designation of mark ------------------------------------------- State ---- -------------------- Count y ----------------------------------- Nearest town __________________________..____________ Distance and direction from nearest town ______________ - -------------------------- Mark searched for or recovered uy-(Name) _____________. _ ---------------------------------------------- Date -------------------------------------------------- (Occu ation p ) _- - __ -- ----- ----------- ----- -- (Address) ------------------------ Present condition of the mark __________________________.._______ _ Letters or numbers found stamped arx (not cast in) the mark _..._____________ __ Use the following space for reporting upon the thoroughness of the search in case mark was slot recovered, or for suggesting needed changes in the published description, if the mark was recovered U. 5. GOYERNMEnT PRINTING Ot'fICE lti-'16037-1 (Signed) _._ LJ. S. DEPARTMENT OF COMMERCE CHARLES SAWYER, Secretary COAST AND GEODETIC SURVEY LE6 OTIS COLBERT, Director Special Publication No. 226 Revised Edition CONTROL LEVELING UNITED STATES GOVERNMENT PRINTING OFFICE WASHINGTON :1948 i t CONTROL LEVELING CONTENTS Yage Introduction------------------ ------------------------ ---_ 1 Instrumental equipment and methods_ _ _ .. _ _ _ _ _ ._ .. _ _ _ 2 Computations andadjustments__________________________________.____ 5 History of the level net__________________________ __________________ 7 Fischer level--------------------------- ------- - --- -------- 7 1903 adjustment------------------------------ ----- - - ------ 7 1907 adjustment------ - ------------------------ -------------- 8 1912 adjustment-------------------------- -------------------- 8 Further development of net:____ _________________________ 9 New design for leveling rods____________________________________ 9 Orthometric correction_________________________________________ 9 1927 special adjustment________ __________________________ 9 1929 special and general adj ustments_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 10 Rapid expansion of the net____________________________________ 11 Bench marks--------------------------------------------- -- 12 Designations of bench marks_______________________________ ____ 15 ___-- Requests for leveling data_____________________________________ 15 F3levations of cities and towns__ ___________________._______ 16 Cooperation in preserving bench marks_______________________________ 17 Reports on condition of marks _ _ _ _ _ _ _ _ _ _ _ _ 17 Stamping elevations on bench marks_____ ________________________ 18 Relocation of bench marks______________.________________________ 19 Specifications f or vertical control _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ._ _ _ _ 20 Classification-------------------------------------------------- 20 Publications--------------- -------------------------------------- 20 ILLUSTRATIONS Figure 1. Fischer first-order level__________________________________________ 3 2. First-order leveling rods__________.._______ _ _____..__ 4 3. A first-order leveling party in action_______________________________ 6 4. A standard bench-mark tablet_______ __________ 12 5. Standard marks of the United States Coast and Geodetic Survey _ _ _ _ _ 14 6. Facsimile of Form 685, Report on Condition of Bench Mark_____ ____ 18 INTRODUCTION Leveling, in general, may be defined as the operation of determining differences of elevation between points on or relatively near the surface of the earth. It may also be considered to be the determination of the elevations of such points relative to some arbitrary or natural level surface called a datum. There are few surveying or civil engineering operations which do not require the use of leveling in some form. In order to define completely the location of any point on the earth, it is necessary to determine not only its geographic coordinates but its elevation as well. Geographic coordinates are expressed in terms of latitude and longitude. Geographic latitudes are measured, in degrees, minutes, and seconds, north or south from the Equator, while geographic longitudes are measured, in the same units, east or west from the meridian of Greenwich. The United States Coast and Geo- U. S. COAST AATD GEODETIC SURVEY detic Survey measures elevations in meters above the mean-sea-level surface. Afterward, when the leveling data have been computed and adjusted, the metric elevations are converted to feet for general use. The horizontal-control surveys of the United States Coast and Geo- detic Survey (triangulation and traverse) result in the establishment of numerous marked points throughout the country and for each of these the latitude and longitude are known. The vertical-control sur- veys (leveling) result in the establishment of numerous other marked points and for each of these the elevation is known. It is seldom that the latitude and longitude and the elevation of a single point are .known. This is the result of the entirely different methods used in de- termining geographic positions and elevations. Triangulation and, to some extent at least, traverse stations are located on the highest and most commanding points in order that they may be visible from other similar points often located many miles away. The bench marks are usually found to be adjacent to well-established transportation routes and are seldom located on summits, because the lines of levels run to determine their elevations follow the easiest grades for reasons of economy. In order to initiate a survey, the surveyor may obtain a start by connecting with the nearest triangulation or traverse stations, and the nearest bench marks. Barometric leveling will serve to determine approximate differences of elevation. Vertical-angle or trigonometric leveling will yield re- sults of greater accuracy. The ordinary engineer's level and rod, v~hen properly used, are capable of considerable precision in the determina- tion of differences of elevation. On the other hand, the use of geodetic equipment and methods in spirit leveling will permit the determination of differences of elevation between widely separated points with a remarkable precision. For the guidance of the various governmental agencies in the classi- fication of their work, the Federal Board of Surveys and Maps adopted standard specifications for leveling of various grades of accuracy. These specifications will be found on page 20 of this publication. Until 1922 the control leveling run by the United States Coast and Geodetic Survey was all first-order leveling. In 1923 and in 1927 a lifted amount of second-order leveling was done. Since 1932 it has been standard practice in this Bureau to subdivide the areas within the loops of first-order leveling with leveling of second-order accuracy. INSTRUMENTAL EQUIPMENT AND METHODS The principal instrumental equipment used by this Bureau for first- order and second-order leveling consists of the leveling instrument and the leveling rods. The instrument consists essentially of a telescope carrying a delicate spirit level mounted in such a manner on a portable tripod that it may be quickly and readily placed in a horizontal posi- tion. Various types of instruments have been used for first-order leveling, some of them being nearly like the "wye" level used exten- sively by engineers on construction work, and others differing widely from it. The second-order leveling and practically all of the first-order level- ing run since 1900 has been done with the instrument illustrated in fig- ure 1. The principal characteristics of this form of first-order level CONTROL LEVELNG ~ Y CS ~ s~ ~. ~y F'i q '~ o~ ~~ y~ 0 ~R y~ rA ~~ ~~ 0 ~~ H N o~ ~~ o~ ~~ ~" .~ a c ~, ~~ ~~ ~y R~ 4 U. S. COAST AND GEODETIC SURVEY are the irreversibility of the tele- scope and level,• the absence of "«yes" ; the rigid fastening of the level vial to the telescope, and its juxtaposition to the latter, in the barrel of which it is countersunk; the use in the construction of the telescope, and its adjacent parts, of stainless steel (invar was used prior to about 1923) ; the protec- tion of the level vial and the mid- dle part of the telescope from sud- den and unequal changes in tem- perature by encasing them in an outer tube ; and an arrangement by which, without any change of the observer's position, the level bubble can be clearly seen by his left eye at nearly the same in- stant the rod is observed through the telescope by his .right eye. The readings are made upon a graduated strip of invar about 1 inch wide which fits loosely in a groove iii a flat wooden rod (see fig. 2) about 10 feet long, and which is free to expand or con- tract when the temperature changes, being fastened rigidly only at the bottom of the rod. The bottom of the rod is made of steel and terminates in a. flat base of hardened steel about 1 inch in diameter. The rods are held at two points, the instrument being placed mid- way between them. The tele- scope is sighted first on one rod and then on the other. The dif- ference of the readings of the rods is the difference in height between the two .points. The length of sight is usually short and should not exceed 165 yards, even wi- der the most favorable conditions. By repeating the operation at suc- cessive instrument stations the FicuaE 2.-I^IRST-ORDER LEVELING RODS. Both the face and the back of the rods are shown. Three wires are read on the face of the rod and the middle one of the three is read on the back as a rough. check. CONTROL LEVELING JC difference of elevation of widely separated points may be deter- mined. For a complete description of the instrument, the rods, and the method of graduating the rods, see Coast and Geodetic Survey Special Publication No. 129, Geodetic Level and Rod, revised (1935) edition. This publication gives a very detailed technical description of the instrument as originally designed by E. G. Fischer and as later modi- fied by D. L. Parkhurst. The first- and second-order leveling of the Coast and Geodetic Survey is run, almost without exception, along railroads, highways, or roads. Automobile trucks are used for transporting the leveling party to and from the working grounds, for transporting the sub- party setting bench marks, and for other miscellaneous duties. Gen- erally during the actual leveling the party walks. When leveling along a railroad, the top of a spike, which serves to hold the rail in place, is used as the rod support; off the raih~oad the rod is supported on the top of a steel pin driven in the ground. In leveling of first-order accuracy the line is divided by temporary or permanent bench marks into sections, and the levels are run forward and back until two runnings in opposite directions agree within the specified limit. (See p. 20.) Second-order leveling is run contin- uously in one direction, though on most of the second-order lines al- ready run the leveling on alternate days was run in opposite directions with regard to the general direction of progress. The accuracy of first- and second-order leveling executed by the Coast and Geodetic Survey is well within the specifications for first- and second-order leveling as adopted by the Federal Board of Sur- veys and Maps, except in the case of an occasional line here and there in the net. When an excessive rate of correction is applied to a line in adjusting it to the net, the fact is noted in -the introductory para- graphs of the published list of descriptions and elevations of bench marks, with a caution that later leveling may require changes in the published elevations. The first-order leveling of the Coast and Geodetic Survey comes within the specifications of the International Union of Geodesy and Geophysics for "leveling of high precision," the most rigid classifi- cation yet recognized for spirit leveling; while the second-order level- ing is equivalent to that classified as "leveling of precision." COMPUTATIONS AND ADJUSTMENTS The records forwarded to the office by the field parties engaged 'in control leveling consist of the original notebooks in which the observa- tions are recorded, the field computations, and the original descriptions of the bench marks. The office computations include the checking .of the field computa- tions to see that the differences of elevation have been correctly carried from the record books to the computation sheets. The various cor- rections are then computed and added to the field-computation sheets. With modern equipment and methods these corrections are usually quite small. An office abstract is made, using the corrected differences of eleva- tion, and the preliminary elevations of the marks become available. 6 U. S. COAST AND GEODETIC SURVEY The next step is the testing of the circuit closures and, if serious dis- crepancies are not uncovered at this stage of the work, the leveling is ready for adjustment. When the adjustment consists simply of fitting a new line between known elevations at each end of the line the discrepancy or closure is simply distributed in proportion to the distances of the marks from t11e starting point of the line. When the new leveling consists of three or more lines radiating from one new junction point to fixed eleva- tions at the ends of the radiating lines, a weighted mean is used for determining the elevation of the new junction point and the adjust- ment of each line is then handled as in the case of a single line. When CONTROL LEVELING 7 HISTORY OF THE LEVEL NET First-order leveling was first undertaken by the United States Coast and Geodetic Survey in 1878 when field work was begun on the line of precise levels which was to follow the Transcontinental Arc of Trian- gulation. This arc of triangulation extended across the United States from Chesapeake Bay to the Golden Gate approximately along the thirty-ninth parallel of latitude. The primary purpose of this first line of levels was to furnish accurate spirit-level control for the verti- cal-angle leveling done in connection v-lth the triangulation for use in I•educing the observed horizontal directions to sea .level. However, during the course of the leveling along the Transcontinental Line marks were established at intervals of several miles and at most of the important towns along the route for the use of engineers and surveyors in initiating additional leveling on a sea-level datum. By 1899 the net had developed a total of 25 circuits, either all spirit leveling or spirit leveling between sea-leve] connections at tide stations. Closing errors were becoming troublesome to the extent that an adjust- ment of the net was decided upon. The adjustment was made and the results were published in appendix 8, Report for 1898-99, under the title "Precise Leveling in the United States," tivhich contained, in addi- tion to the details of the various studies and the adjustment, the descriptions and resulting metric elevations of all bench marks estab- lished along the lines in the net. FISCHER LEVEL ~~ FIGURE 3.-A PIKST-ORDER LEVELING PARTY IN ACTION. The umbrella is to protect the instrument from the heat of the sun rather than for the comfort of the observer. One of the two rodmen does not appear in the picture. the supplementary net to be fitted to the fundamental net becomes more complicated than either of the. two cases outlined above, it is necessary to use the method of least squares, or some other method of adjust- ment which produces the same results, in adjusting the new leveling to the fixed elevations involved. After the adjusted elevations are determined by distributing the closure corrections through the various links being adjusted, the standard elevations become known, but these elevations are in meters and the last step in the computations is the conversion of the metric elevations to feet. This is accomplished by multiplying each metric elevation by the conversion factor 3.2808333. The original descriptions which are forwarded to the office on printed forms are prepared for publication, the adjusted elevations are added to the descriptions, and the material is ready for repro- duction and distribution. About 1900 a new type of leveling instrument was designed by E. G. Fischer, then chief of the Instrument Division of the Coast and Geo- detic Survey. This level, with comparatively slight changes, has continued to be the standard instrument used by this Bureau for geodetic leveling since that time. (See p. 3.) The introduction of the new type of leveling instrument, which per- mitted levels of even greater accuracy to be run at much greater speed and consequently less cost, stimulated the leveling work of the Bureau. The network of lines of levels was extended more and more rapidly and developed an increased appreciation on the part of the engineering pro- fession of the value of a common datum for levels, readily accessible at many places throughout the country. ' 1903 ADJUSTMENT The amount of leveling added to the net by 1903 had been so great that it became necessary to make a second adjustment of the net in order to absorb the leveling added since 1899. The details of the adjustment and the resulting metric eleva- tions were published in appendix 3, Report for 1903, under the title "Precise Leveling in the United States, 1900-1903, with a Read- justment of the Level Net and Resulting Elevations." The descrip- tions of aIl bench marks added to the net since the publication of the results of the first adjustment were -given in this publication, but for the descriptions of the bench marks included in the net at the time of the first adjustment reference was made to appendix 8, Report for 1898-99. 790272°---48--2 U. S. COAST AND GEODETIC SURVEY 1907 ADJUSTMENT Progress in first-order leveling continued to be quite rapid during the period from 1903 to 1907. It was during this period that the first spirit-level connection across the United States between the At- lantic and the Pacific Oceans was completed. Although by 1907 nine. tide stations on the Atlantic and Gulf coasts. had been connected to the level net, the one at Seattle, `Nash., was the first on the Pacific coast to be connected by spirit leveling to the first-order level net. The additional leveling and the connection to mean sea level on the Pacific coast made it desirable to readjust the net in order to absorb the new leveling and to take full advantage of the greater strength realized from the Pacific coast connection to sea level. After the rigid adjustment had been completed certain areas showed such small. changes from the results of the 1903 adjustment that it was decided to hold fixed a considerable portion of the net as ad- justed in 1903 in order to avoid a large number of very small cor- rections to the elevations of the bench marks. For this reason the adjustment as finally published cannot be considered a strictly general adjustment. The results of the 1907 adjustment were published in Precise Leveling in the United States, 1903 to 1907, with a Readjustment of the Level Net and Resulting Elevations. In this publication may be found the descriptions and elevations of all bench marks brought into the net after the publication of the results of the 1903 .adjustment. Elevations determined in 1903 but changed by the 1907 adjustment were also included. For elevations not changed by the 1907 adjust- ment, it was necessary to refer to appendix 3, Report for 1903. For the descriptions of the bench marks included in the adjustments of 1899 and 1903 reference was made to appendix 8, Report for 1898-99, ,and appendix 3, Report for 1903. 1912 ADJUSTMENT By 1912 the net was greatly strengthened by another connection to sea level on the Pacific coast at San Diego, Calif., and by numerous additional lines, particularly in the West. Like the 1907 adjustment, the adjustment of 1912 was not a strictly general adjustment because, after the rigid adjustment had been com- pleted, the elevations of certain junction bench ma~~ks that showed only slight changes from the results of the last two previous adjust- ments were held fixed as previously adjusted. The results of the 1912 adjustment were published in Coast and Geodetic Survey Special Publication No. 18, Fourth General Adjust- ment of the Precise Level Net in the United States and Resulting Standard Elevations. In this publication may be found the eleva- tions, in both meters and feet, for all bench marks in the net at the time of the adjustment. The descriptions for all bench marks brought into the net since the 1907 adjustment were also included. At that time it was necessary to refer to the three previous publications for the descriptions of the marks brought into the net up to 1907. An index by States in Special Publication No. 18 shows where all descriptions and elevations of bench marks in the net in 1912 are to be found. CONTROL LEVELING 9 FURTHER DEVELOPMENT OF NET Additional leveling was added to the net at a fairly steady rate in the decade and a half following the adjustment of 1912, but most of the new leveling fitted into the net as adjusted without great dif- ficulty and it was not until 1927 that the need of an additional adjust- ment was felt. NEW DESIGN FOR LEVELING RODS During this period of about 15 years the only marked change in instrumental equipment was the introduction in 1916 of a new and im- proved type of rod in which the fine graduations were placed on a strip of invar. This greatly reduced the difficulties experienced as a result of temperature changes and permitted further increase in the accuracy of the work. ORTHOMETRIC CORRECTION Because the earth is an oblate spheroid, level surfaces at different elevations are not parallel but tend to converge slightly toward the poles of the earth. This necessitates the application .of an ortho- metric correction to the observed differences in elevation so that the resulting elevations of the bench marks may represent their true heights above mean sea level. This correction reaches a maximum on north-and-south lines run at high elevations, and it is zero on east-and ;west lines. It is small on lines run in any direction at low elevations. For a more complete explanation of the orthometric correction, see Coast and Geodetic Survey Special Publication \To. 140, Manual of First-Order Leveling, pages 47 to 53, inclusive, or Special Publication No. 240, Manual of Leveling Computation and Adjustment, Appendix C. The orthometric correction was not applied prior to about 1910, and in the 1912 adjustment it was applied only to the leveling along lines west of the Mississippi. River. It is now applied to all first- and second-order leveling included in the net. 1927 SPECIAL ADJUSTMENT In 1927 a special study of the level net was undertaken.. This re- sulted in an adjustment (for theoretical purposes) which is known as the 1927 Special Adjustment. In that adjustment only the closed circuits of spirit leveling, including water leveling in the Great Lakes region, were adjusted, no sea-level connections being held fixed. After the net had been made entirely consistent within itself by the adjustment, the unadjusted difference of elevation between mean sea level at Galveston, Tex., and the junction bench mark at Houston, Tex., was used to determine the elevation of the junction bench mark at Houston. From that starting point the elevations of all other junc- tion points in the net were computed. Using unadjusted differences of elevation between the mean-sea- level planes at the various tide stations and the nearest junction points in the net, elevations were computed for the mean-sea-level planes at the other tide stations. These elevations were independent of the local tide observations but were based on the mean-sea-level surface at Gal- II. S. COAST AND GEODETIC SURVEY CONTROL LEVELIITG 11 veston as carried to the other tide stations through the adjusted net- work. ' The results seemed to indicate that the actual mean-sea-level surface as defined by the tide observations tends to slope upward to the north along the coasts of the Atlantic and Pacific Oceans and upward to the west along the Gulf coast. The actual mean-sea-level surface on the Pacific coast appears to stand appreciably higher than the similar sur- face on the Atlantic coast. The results of the study may be found in Coast and Geodetic Survey Special Publication No. 134, Geodetic Operations in the United States, January 1, 1924, to December 31, 1926 (now out of print). 1929 SPECIAL AND GENERAL ADJUSTMENTS By 1929 the level net had been extended until it included approxi- mately 45,000 miles of first-order leveling. Many additional tide sta- tions had been connected to the net and a number of connections had been made to the leveling net of the Geodetic Survey of Canada. It was decided that a general adjustment was needed in order to produce the best available elevations for all bench marks and to permit the adjustment of a large amount of leveling added since 1912 without the excessive rates of correction which were sometimes necessary in fitting the new work to that already adjusted. It was believed that greater strength as,d theoretically better results could be obtained if the first-order level net of the United States and that of the Dominion of Gasiada could be combined and adjusted as a unit. Noel J. Ogilvie, director of the Geodetic Survey of Canada, placed at our disposal the results of the first-order leveling by that organization and in 1929 an adjustment of the combined level nets of the United States and Canada was made. To make a further test of the variation of mean sea level from a level surface, all closed land circuits in the combined nets and the water leveling in the Great Lakes region were adjusted without hold- ing any sea-level connections. Then, as in the 1927 Special ~ldjust- rrient, elevations based on Galveston, Tex., were computed for the mean-sea-level planes at the other tide stations. This adjustment was called the 1929 Special Adjustment. Then the equations for all circuits involving connections to tide stations were added, and a new solution resulted in the 1929 General Adjustment in which sea level was held fixed as observed at 26-tide stations, 5 in Canada and 21 in the United States. The total length of the lines of levels actually used in the adjustment was about 60,000 miles ; 40,000 miles in the United States and 20,000 miles in Canada. The results of the 1929 Special Adjustment verified and extended the findings of the 1927 Special Adjustment and were published in United States Coast and Geodetic Survey Special Publication hTO. 166. Geodetic Operations in the United States, January 1, 1927, to Decem- ber 31, 1929 (now out of print). The results of the 1929 General Adjustment have not been and probably never will be published in a single publication. Descriptions of bench marks with their elevations based on the 1929 General Adjustment have been published in a variety of forms; as ditto, mimeographed, and lithographed copies of manuscript lists, and in some cases as State publications. For a list of these State publications see page 21. RAPID EXPANSION OF THE NET In the years 1934 and 1935 extremely rapid progress was made. This resulted from the use of emergency funds for the relief of unem- ployment and permitted prompt completion of field work which, in the normal course of events, would have taken many y ears to complete. The total mileage of leveling on July 1, 1947, was approximately 134,000 miles of first-order leveling and 216,000 miles of second-order leveling, or a total of 350,000 miles. These figures include all relevel- ing whether for the purpose of detecting mistakes in the original leveling or for measuring earth movement. The present program for the developme-nt of the fundamental verti- cal-control net calls for first-order lines at approximately 100-mile intervals and the subdivision of the areas bounded by first-order lines by the use of second-order levels with lines spaced at approximately 50- and 25-mile intervals. In certain sections additional development has been carried out by using second-order levels to subdivide the smaller areas, with lines from 5 to 10 miles apart. After the 1929 General Adjustment was completed the elevations of the marks were published in one form or another as rapidly as possible and they were characterized as "Standard elevations based on the 1929 General Adjustment." As a result of the rapid expansion of the net and the resulting mass of new leveling which had to be fitted to the net, many supplementary adj ustments became necessary. Also, in certain places, hitherto unsus- pected errors in the original leveling were discovered. In addition, the new leveling, and some releveling also, disclosed areas where move- ments of marks had taken place either as a result of earthquakes or as a result of slow natural movements of the earth's surface. These condi- tions made further supplementary adjustments necessary. The con- fusion caused by characterizing the elevations resulting from the sup- plementary adjustments as "Standard elevations based on the 1929 General Adjustment through the medium of the -Supplementary Adjustment" resulted in a change of characterization for the standard elevations and the definite establishment of a policy with regard to the readjustment of the net, the essentials of which are given in the follow- ing quotation from a memorandum approved by the Director of the United States Coast and Geodetic Survey in November, 1937 It is therefore recommended that elevations based on the 1929 General Adjust- rnent be held fixed with the possible exceptions outlined below, and that the datum be officially designated as "Sea Level Datum of 1929." 1. The case where new leveling discloses blunders in the old work and necessi- tates readjustment of a limited portion of the net, in order to absorb the blunder. 2. The readjustment of limited portions of the net, as a result of earthquakes, or other earth movements which are proven to have taken place. 3. The question of the introduction of new tidal stations and connections into the net should be handled by fitting the new work to the net in the usual manner, but not necessarily holding the tidal datum planes in determining the geodetic elevations. * ~ ~ 790272°-48-3 1`~i U. S. COAST AND GEODETIC SURVEY BENCH MARKS In the early days of the activity of this Bureau in control leveling, the bench marks established along the lines of levels were of various types. Many of the marks were chiseled squares and chiseled crosses, often flanked or surrounded by lettering cut in the masonry on which the mark was established. These marks were established at rather infrequent intervals. After the lapse of some years they became rather inconspicuous and they were frequently destroyed by construction operations without even being noticed. When some of the marks on a line of levels, already widely spaced, are destroyed the spacing be- comes altogether too wide. On some of the older lines the marks still in existence are so far apart as to cause great difficulty in securing a checked start for new leveling. In the period prior to 1905 small copper or bronze bolts were often leaded or cemented into masonry structures to serve as bench marks. ~~~~~,~~ ~r„f+j.~ T '194~t ~ ~ ~a tom; ~' sruRb-~E~t`~~ ~ ~~~~ s~ .: FIGURD 4.-A STANDARD BENCH-iVIARI~ TABLET. This tablet is set solidly in masonry structures, rock outcrops, boulders, or concrete posts so that only the inscribed disk is visible. The difficulty with this type of mark was that, although they were more conspicuous than the chiseled squares or chiseled crosses, there was nothing on the mark itself to indicate its use and many of them were destroyed thx*ough lack of knowledge on the part of those who encountered them in the way of construction, repair, or maintenance projects. The first bench-mark disks or tablets of a character at all similar to those now in use were cast of bronze. They were about 31/4 inches in diameter and had a round shank centered in the back, 7/8 inch in di- ameter and 3 inches long. This shank was split and a wedge was in- serted to spread it and thus give greater holding power. The disk itself had a depression in the center, about 21/2 inches in diameter and 1/2 inch deep. Around the rim of the depressed portion were the raised letters "U. S. C. & G. S." tiVithin the ring of letters was a smooth, flat, circular, raised portion, 11/2 inches in diameter, which was the CONTROL LEVELING 13 spot on which the rod was held and represented the portion of the disk to which the elevation of the mark referred. These marks. were not used very long as it was soon found that they filled up with dirt, were hard to recover, and required a thorough cleaning out before they could be used. Since that time the type of bench-mark tablet has been gradually improved until now the standard type of bench-mark disk for use on first- and second-order leveling is as shown in figure 4. This tablet has a diameter of 35/8 inches and a 3-inch shank, and the surface of the disk is slightly rounded so as to give a definite high point in the center to which the elevation is referred. When these marks are set vertically in walls the elevation refers to the center of the horizontal line in the center of the disk. ~' At one time this Bureau used bronze caps screwed on the tops of iron pipes set in the ground, but the use of these marks was soon dis- continued owing to the difficulty encountered from rusting at or near the surface of the ground. During the period 1933 to 1935, inclusive, separate. organizations were developed m each State to carry on geodetic surveys of second- and third-order accuracy, using funds allotted by the Civil Works Administration and later by the tiVorks Progress Administration, under the technical supervision of the United States Coast and Geo- detic Survey, through State Representatives appointed in each State. The points established by these State orgamzations were usually marked by a specially designed bronze tablet similar in style to the standard bench-mark disk but bearing the legend shown in figure 5, No. 6, on page 14. These disks were only 27/8 mches in diameter and. had 21/2-inch shanks. Some of the State organizations used special disks of the same general type but of different appearance and size and with legends cast in them which differed considerably from that cast in the standard "State Survey" disks. Another type of mark sometimes used by these State orgamzations was a commercial, round- headed, morsel-metal rivet, 3/8 inch by, 2 inches, set with only the round head exposed. ~;. During the years just before, during, ,and for a short time after the expanded program of leveling, a cooperative program was in { operation whereby the engineering organizations of various railroads ~ established extra bench marks ahead of our leveling parties to in- crease the number of permanent marks along the lines of levels following the railroads. On this work the morsel-metal rivets de- scribed above were used. Many marks already established by the railroads were tied in. The character of these marks varies widely from chiseled squares to much more elaborate marks of many different kinds. The Division of Tides and Currents of the Coast and Geodetic Survey uses a tablet quite similar in size and shape to the one used on the geodetic leveling but with a different legend cast in it, and a distinguishing mark in the center which consists of •an outlined circle, about 1 inch in diameter, with a horizontal line through the center of the circle. (See fig. 5, No. 8.) At Boston, Mass., New York, N. Y., Atlantic City, N. J., Norfolk, Va., Charleston, S. C., San Francisco, Calif., Baltimore, Md., Key West, Fla., La Jolla, Calif., and Seattle, Wash., the Division of Tides 14 U. S. COAST AND GEODETIC SURVEY CONTDOL LEVELING 15 and Currents has established what are known as Basic Bench Marks. These marks consist of an attractive concrete block weighing about 800 pounds, 21/2 feet high, 11/2 feet square at -the base and tapering slightly toward the top. A standard tidal bench-mark disk is firmly imbedded in the top and it is the elevation of this disk which defines the elevation of the basic bench mark. This concrete block is set on an enlarged concrete base extending well below the frost line or to solid rock. Several different types of disks with slightly varying legends cast in them have been used by the Coast and Geodetic Survey since early in the first decade of this century. However, most of them are of the '~` same general size and shape as the present standard tablet and bear ~ legends which are self-explanatory. They should be readily recog- mzed by persons at all familiar with surveying operations. ~`" During World War II, owing to a shortage of bronze, the Coast and Geodetic Survey was forced to use a considerable number of j bench-mark tablets made of cast iron. These tablets were of the same size and shape as the standard bench-mark tablet shown in figure 4, i but manufacturing difficulties required that a greatly simplified leg- ', end be used. The center device is the same as shown in figure 4, but the lettering is 0.7 inch high and reads simply "U S C & G S B N1." The use of these cast-iron tablets was an emergency measure and was abandoned as soon as bronze could again be obtailied. DESIGNATIONS OF BENCH MARKS The bench marks of the metal-tablet type have their designations stamped on them with dies. Theoretically there are no two bench marks stamped with the same designation in any one State. Prac- tically, however, owing to the fact that mistakes have been made in the assignment of designations and in the use of assigned designations in the field, there are a few States in which one or more series of duplicate designations have been used. The system in use by this Bureau for. numbering bench marks is as follows : The first mark established ~in a Suite is designated "A," the next "B," the next "C," and so on through the alphabet, to and includ- ing "Z." The next marks are "A 1," "B 1," "C 1," etc., to and including "Z 1." The next marks are stamped "A 2," "B 2," etc., to and in- cluding "Z 2." The number is increased by one each time the alphabet is used. At first the letters "I" and "O" were used but they were so often confused with the numerals one and zero that later these letters were skipped in stamping the bench marks. The State Survey disks (fig. 5, No. 6) are not ordinarily numbered in accordance with the above system but have various types of desig- nations depending on the practice of the State organization which established them. REQUESTS FOR LEVELING DATA Picua~ 5.-sTAlvnARn 1~lARrs or TxE u. s. coAST Alvn GEOnETrc suxvEY. ', It will readily be seen that it is necessary to be quite specific in stating character, designation, and location when asking for the elevation of 1. Triangulation station 5. Gravity station mark. 10. Topographic station ~~ mark. 6. State survey mark. mark, a mark that has been found, because of the various types of marks that 2: Reference mark. 7. Gravity reference mark. ll. Magnetic station mark. have been used by this Bureau and other organizations. 3. Azimuth mark. 8. Tidal bench mark. 4. Traverse station mark, s. Geodetic bench mark. In order to avoid delay and confusion, a request for the elevations 1~ U. S. COAST AND GEODETIC SURVEY of bench marks should give the letter, number, and year which is stamped on each disk; the State in which each disk is located; and, to guard against duplicate designations, the distance and direction from the nearest town. Any other brief description of the character and location of the mark that may aid in its identification in the records on file at this office should be given. It is well to include rubbings of t:he marks with the request. A rubbing may be made by placing a piece of light- or medium-weight paper over the disk and then rubbing over the paper with a pencil, preferably a hard one, to bring out the legend cast in the disk and any letters or numbers stamped on the disk with dies. Other organizations sometimes use systems that correspond so closely to the system used by this Bureau in designating bench marks that confusion results unless we are sure of the name of the organiza- tion which is cast in the disk. The procedure outlined above is of interest chiefly to one who may have found one or more of our bench marks and who desires the data concerning the mark or marks which have been found. On the other hand, an engineer or surveyor who is about to undertake field work in a given locality may wish to obtain data concerning all existing bench marks in the territory in which he is to work. I+'or use in such cases the Coast and Geodetic Survey publishes, by States, index maps show- ing its control leveling .and indexes, also by States, showing the title and numbers of the various lines lying .~ holly or in part within each State. These may be obtained on request to the Director, U. S. Coast a,nd Geodetic Survey, Washington 25, D. C. Until recently the line numbers shown on the Control Leveling Index Maps have not actually been placed on the lists of descrip- tions and elevations of bench marks published by this Bureau. The indexes of line titles and numbers are published for the convenience of persons making use of our vertical-control data in correlating the unnumbered lists with the index map. On the Control Leveling Index 1Vlaps the line numbers are assigned arbitrarily without regard to numbers assigned to lines in adjoin- ing States. An interstate line usually has a different number in each State. For this reason, in ordering leveling data, it is necessary to give both the name of the State and the number of the line shown ors the index map or list from which the number was obtained. Because the editions of the various lithographed lists of descrip- tions and elevations of bench marks are small, requests for leveling data should be kept to a minimum consistent with the immediate needs of the user. Furthermore, this will serve the best interests of the user, since these lists are revisecl at rather frequent intervals in order to keep them as nearly up to date as possible. ELEVATIONS OF CITIES AND TOWNS This Bureau often receives requests for the elevations or altitudes of towns, cities, or other relatively large areas. Usually no informa- tion is given as to whether the maximum, the minimum, or the aver- age elevation is desired. Ordinarily, no reference is made to the use to which the information is to be put. Without some additional in- formation of this sort, we are unable to comply with such requests in a manner which is at all satisfactory to us or to the person seeking the information. CONTROL LEVELING I7 Many inquirers seem to overlook the fact that the elevation of the ground surface, even in a small city, may vary as much as several hundred feet from point to point. Take, for example, the city of Washing'on, D. C. The Potomac River is a tidal stream to a point somewhat above the city. This means that the rise and fall of the tide is noticeable in the river opposite the city of Washington. The average level of the surface of the river is a fraction of a foot above mean sea level. The adjoining land will, of course, have varying elevations, depending on the steepness of the bank and the distance back from the river. Much of the flat part of the city around the Mall and the portion of the city known as the Federal Triangle is at an elevation of approximately 10 feet above sea level. The Wash- ington Monument stands on a small hill having a summit elevation of .about 40 feet. In the higher portions of the city there are eleva- tions between 200 and 300 feet, while the maximum elevation of the District of Columbia is about 420 feet. Obviously, if an inquirer asks for the altitude of Washington, we might truthfully say that it varies from a minimum of a fraction of a foot to a maximum of about 420 feet. This statement might or might not be useful to the person seeking the information. Often approximate elevations are requested for use in deciding which of several places is best suited to some sort of recreation, to the search for health, etc. Sometimes elevations of a fairly high degree of accuracy are desired ~at particular locations in a city for the purpose of adjusting aneroid, barometers. In many cases eleva- tions of bench marks can be given with great accuracy. From these other elevations may be determined locally, with as high •a precision as may be required or possible with the available equipment. In writing to the Coast and Geodetic Survey for information as to elevations of towns, cities, or other places of considerable extent, the use to be made of the information should be stated in order that our reply may include all available information suited to the needs of the inquirer. COOPERATION IN PRESERVING BENCH MARKS REPORTS ON CONDITION OF MARKS Obviously the final results of all the field and office work in con- nection with control leveling are represented by the marks themselves and the lists of the descriptions and elevations of them. A bench mark is useful only as long ~as it is recoverable. When changes occur, as they often do, m the surrounding natural and cultural features, with relation to which the mark is described, it becomes increasingly difficult to find the mark by means of the published description. Engineers and others who have occasion to visit any bench marks, established by this Bureau or other Government organizations, will be doing a public service if they will report the condition of the marks and make suggestions as to needed changes in the descriptions. Form 685, Report on Condition of Bench Mark (see fig. 6) is a 5- by 8-inch card with blanks to be filled in when reporting the con- dition of a mark. Copies of this form will be furnished on requesi to anyone who may have occasion to search for or recover bench ) g U. S. COAST _ AND GEODETIC SURVEY marks .and who is willing to report their condition. Envelopes ad- dressed to the Director, United States Coast and Geodetic Survey, Washington 25, D. C., and requiring no postage will also be fur- nished for returning these reports. STAMPING ELEVATIONS ON BENCH MARKS It is impossible for the field parties of this Bureau to stamp the elevations on the bench marks at the time the field work is done, because the final elevations are not known until after the completion of the office computations and adjustments. At times this Bureau has had recovery-and-stamping parties in the field for the purpose of revising descriptions and stamping elevations on the bench marks. However, this feature of the work has not kept pace with the adjustment of the leveling. As a result, many bench marks exist for which standard elevations are available but which have not been stamped. ~.,u.rM~r o. ~MM~ R s.cwsr~~ ~ «~tY ad. •pr11 tKd REPORT ON CONDITION OF BENCH MARK Designation of mark ._V 8'S_-•_---_._.-------._-----, State PeIIt19y_1Vaa19_ County _FOI`e at ----__ Nearest town .'_~.10(1e-@ta-....-..--....... Distance and direction from nearest town Q.~-_IDa..----F..---2Y-----_ Mark searched for or recovered by-(Name) -5.---II...$cI}i~-----._-.----------------------------------------- Date ..AuB.uet_15,.-_l3?~---_ (Occupation) ----~~ineer--------- -------------------------------------- (Address) .._W~ehln(;ton,,_D.z.Q:------------------------------------ Present condition of the mark .--._...._f}OOd----_.-.-_-,--_„-__.__.___.--..__------.----'------"------------------' Letters or numbers found stamped on (not cast in)-the mark --..._Y...Bg.-19~-~}--------------------------------- Uee the following apace for reporting upon the thoroughness of the search in case mark was •not recovered, or foc euggestfng needed changes in the published deecriptimi, if the mark was recovered State Highway 66 has been relocated. It now crosses Tionesta Creek, which is the stream reYerred to in the description, about 1/4 mile we et oY the mark, and rune south and southeast up the hill. Mark ie about 1.0 mile southeast oY the courthouse. ......o....,..~.n..«.a< ,.~.,-r (Signed) ..---......Y_ I+'>cDlth; (i.-FACSIMILE Ol' 1`ORbi fi85, REPORT ON CONDITION OB' 13Ei\l;H ~tiann. Of course, owing to the difficulty of making the necessary changes when the final or standard elevations become available, preldminary elevations must 7aot be stamped on the disks. However, when the standard elevations have been determined, it is permissible to stamp the elevations on the marks. Persons who for any reason are anxious to stamp the elevation on any particular mark should communicate with the Director, United States Coast and Geodetic Survey, Washington 25, D, C. A rubbing (see p. 16) of the disk should accompany the request for permission to stamp the elevation. Upon receipt of the request, if the standard elevation Is available, instructions as to the proper pro- cedure in stamping the mark will be forwarded and the necessary dies will be lent for the purpose. This Bureau has no funds available from which to pay anyone other than members of its own field parties for stamping elevations on its bench marks, but will appreciate the cooper- CONTROL LEVELING ].Q ation of responsible persons in stamping final elevations on bench marks. However, no mark should be stamped without first receiving permission from the Director and then only after receipt of proper instructions and materials. RELOCATION OF BENCH MARKS Frequently new construction or repairs to existing structures necessi- tates the destruction of bench marks, in spite of the fact that every effort has been made to place them where they will be as permanent as possible. This Bureau has no funds from which to pay field parties to relocate bench marks when they must be moved. If these marks are to be preserved for the use of all engineers and surveyors who may have occasion to use them, we must depend on the cooperation of engineers and others throughout the country for assistance in their preservation. Obviously it is to the best interests of all concerned that bench marks be relocated rather than destroyed. There has been developed a routine method of handling such cases. If engineers who encounter our marks in the course of construction, repair, or maintenance operations will cooperate as outlined below, the destruction of useful bench marks will be very'`much reduced. As soon as it becomes known that a mark must be moved, a letter should be sent to the Director, United States Coast and Geodetic Survey, Washington 25, D. C., attention Section of Leveling, stating 'the necessity for moving the mark and giving its designation. The designation consists of the letters and numbers stamped with dies on the disk. It is desirable to furnish a rubbing of the disk as well. (See p. 16.) Upon receipt of this information, this office will send out a new disk, properly stamped to show that it has been reset. The proper procedure, in most cases, is to establish the new mark in a safe place nearby and level from the old mark to the new one by means of an engineer's level and rod. The leveling should be run in duplicate to avoid the possibility of large errors, and all read- ings should be made to three decimal places in order to preserve the accuracy of the original surveys. It is not necessary that the ne2v mark be established at the same elevation as the old mark. The old mark should not be disturbed until the observations in- volved in the leveling have been checked by the observer or the recorder. An assumed elevation for the old mark may be used in the leveling since we are principally concerned with the difference o f elevation between the old mark and the new one set to replace it. After the new mark has been established and leveled to, the old disk should be broken out and returned in a franked mailing sack which will be supplied for the purpose. A complete report on the action taken, including a description of the location in which the new mark is established and a copy of the field notes involved in the transfer of elevation, should also be for- warded to this office in a franked envelope which will be furnished. The cooperation which individuals and organizations may extend to this Bureau in preserving bench marks will be a service, not only to this Bureau and other Government surveying organizations, but to all who may have occasion to use the marks m the future. `~o U. S. COAST AND GEODETIC SURVEY SPECIFICAZ°IONS FOR VERTICAL CONTROL. [Approved by Board of Surveys and Maps of the Federal Government, May 9, 1933] CLASSIFICATION First-order leveling.-First-order leveling should be used in de veloping the main level net of the United States. The lines should be so placed that eventually no point in the country will be more than about 50 miles from a bench mark established by leveling of this order. All the lines should be divided into sections 1 to 2 kilo- meters in length, and each section should be run forward and back- ward, the two runnings of a section not to differ more than 4 mm. -~/K ar 0.017 foot-~M, where K is the length of the section in kilometers and M its length in miles. b'econd-order leveling.-Second-order leveling should be used in subdividing loops of first-order leveling until . no point within the area is much more than 121/2 miles from afirst- or second-order bench mark. Second-order leveling will include lines run by first- order methods, but in only one direction, between bench marks pre- viously established by first-order leveling anc~ all double lines of lev- eling whose sections, run in a backward and forward direction, check within the limits of 8.4 mm. ~/K or 0.035 foot ~/M, where K is the length of the section in kilometers and M its length in miles. Third order leveling.-Third-order leveling may be used in sub- dividing loops of first- or second-order leveling, where additional con- trol may be required. Third-order lines should not be extended more than 30 miles from lines of the first or second order; they may be single-run lines but must always be loops or circuits closed upon lines of equal or higher order. Closing checks are not to exceed 12 mm. kilometers in circuit or d.05 foot -/miles in circuit. Leveling o f lower order.-Leveling that allows closure checks greater than the limit stated for third-order work, such as trigono- metric leveling, or "flying" levels, shall be considered as belonging to the lower order of work. PUBLICATIONS The following publications containing leveling data are now out of print, but may be consulted at the larger public libraries, and at the libraries of some educational institutions. These publications are listed here only for their historical value in showing the development of the level net. The data contained in them have been superseded and should not be used for control purposes. Report for 1879, Appendix 15, pp. 202 to 211, "On Instruments and Methods Used for Precise Leveling in the Coast and Geodetic Survey." Report for 1895, Appendix 8, pp. 381 to 382, "Description of Leveling Rods, De- signed and Constructed for Use in Geodetic-leveling Operations." Report for 1899, Appendix 8, pp. 347 to 886, "Precise Leveling in the United States." (Contains descriptions of instruments and methods; details of the level net adjustment with the resulting elevations ; descriptions of bench marks. ) Report for 1900, Appendix 6, pp. 521 to 534,. "Description of Precise Levels Nos. 7 and 8, Coast and Geodetic Survey, 1900." Report for 1903, Appendix 3, pp. 189 to 809, "Precise Leveling in the United States, 1900-03, with a Readjustment of the Level Net and Resulting Elevations." (In CONTROL LEVELING ~1 addition to the details of the readjustment of the level net, this appendix con- tains elevations of all bench marks then in the net, and descriptions of bench marks not included in Appendix 8, Report for 1899. ) "Precise Leveling in the United States, 1903-1907, v~ith a Readjustment of the Level Net and Resulting Elevations." (Contains also descriptions of bench marks not included in Appendix 8, Report for 1899, and Appendix 3, Report for 1903.) Special Publication No. 18, "Fourth General Adjustment of the Precise Level Net in the United States and the Resulting Standard Elevations." (Also contains descriptions of bench marks not included in Appendix 8, Report for 1899 ; Appendix 3, Report for 1903; and Precise Leveling in the United States, 1903- 1so7. ) Special Publication No. 22, "Precise Leveling from Brigham, Utah, to San Fran- cisco, California." Special Publication No. 39, "Precise Leveling from Reno to Las Vegas, Nev., and from Tonopah Junction, Nev., to Laws, Calif." Special Publication No. 77, "Precise Leveling in Texas." (Originally published in 1922 and revised in 1929. ) Special Publication No. 86, "Precise Traverse, Racine, Wis., to Vandalia, Ill." (Contains also results of leveling over the route of the traverse from Rockton to Vandalia, Ill. ) Special Publication No. 95, "Precise Leveling in Georgia." Special Publication No. 101, "Precise Triangulation, Traverse, and Leveling in North Carolina." (Published in 1924. The portion concerning leveling has been superseded by Special Publication No. 210, "Leveling in North Carolina.") Special Publication No. 122, "First-order Leveling in Oregon." (Published in 1926, and has been superseded by Special Publication No. 177, "Leveling in Oregon." )' Serial 502, "First-order Leveling, 1935." Special Publication No. 185, "Leveling in Florida." The following is a list of current leveling publications, which may be purchased from the Superintendent of Documents, Government Printing Office, Washington 25, D. C., at prices which will be fur- nished on application. However, in each case except Special Publi- cations Nos. 129,140, and 161, these publications have been superseded, either wholly or in part, by lithographed lists of descriptions and elevations of bench marks, which are obtainable. on request from the Director, U. S. Coast and Geodetic Survey, Washington 25, D. C. Also, in all cases except for the three publications noted above, addi- tional material is available in lithographed form and covering level- ingdone since the issuance of these publications. Further, with special reference to Special Publication No. 140, see the note at the end of the following list. Special Publication No. 129 Geodetic Level and Rod. 140 Manual of First-order Leveling. 161 First-order Leveling in Hawaii. 169 First-order Leveling in Alaska. 172 First-order Leveling in New Jersey. • 176 First-order Leveling in Michigan. 177 Leveling in Oregon. 181 Leveling in Massachusetts, Rhode Island, and Connecticut. 182 Leveling in New Hampshire and Vermont. 184 Leveling in Dlaine. ' 188 Leveling in Arkansas. 210 Leveling in North Garolina. NOTE.-Special Publication No. 140, "Manual of First-order Leveling," is in the process of revision and is being issued as two separate publications, as follows Special Publication No. 239, "Manual of Geodetic Leveling." Special Publication No. 244, "Manual of Leveling Computation and Adjustment:' CONTROL LEVELING 23 PUBLICATION NOTICES To make immediately available the results of its various activities to those interested, the Coast and Geodetic Survey maintains mailing lists of persons and firms desiring to receive notice of the issuance of charts, Coast Pilots, maps, and other publications. Should you desire to receive such notices, you may use the form given below, checking the lists covering the subjects in which you are interested. DIRECTOR, U. S. COAST AND GEODETIC SURVEY, (Date)____________________ tiPashington. 25, D. C. DEAR Six: I desire that my name be placed on the mailing lists indicated by check below, to receive notifications of the issuance of publications referring to the subjects indicated :. ^ 109. Astronomical work. ^ 109-A. Base lines. ^ 109-B. Coast Pilots. ^ 109-C. Currents. ^ 109-D. Geodesy. ^ 109-E. Gravity. ^ 109~F. Hydrography. ^ 109-G. Leveling. ^ 109-H. \Tautical charts. ^ 109-I. Oceanography. ^ 109~J. Traverse. ^ 109-K. Seismology. ^ 109-L. Terrestrial magnetism. ^ 109-M. Tides. ^ 109-N. Topography. ^ 109-0. Triangulation. ^ 109-P. Cartography. ^ 109-R. Aeronautical charts. (Name) --------------- - ---- (Address) --------------------------- --------------------------- A catalogue of publications issued by the Coast and Geodetic Survey in litho- graphed form is available for distribution and may be obtained on request by writing to the Director, U. S. Coast and Geodetic Survey, Washington 25, D. C. This publication bears the title "List of Publications of the Coast and Geodetic Survey" and was published in July, 1947. c 123.2 U.S. DEPARTMENT OF COMMERCE POSTAGE AND FEES PAID COAS~~D~TE OqD IC 3 ~V EY U.S. DEPARTMENT OF COMMERCE OFFICIAL BUSINESS Rockville, Maryland 20852 Mr. Edwin A. Beckex Jef'f'erson County Engineer Port Townsend, Washington 98368 FORM (i1-7-883 USCOMM-DC 27174 Dear Sir: Your communication dated April 18, 1g~7 has been forwarded' to the following address for reply U. S. Geological Survey General Services Building, Room B 212G Washington, D. C. .2021+2 Coast and Geodetic Survey ,.. 5/26/69 WASHINGTON 51 U. S. DEPARTMENT OF COMMERCE ENVIRONMENTAL SCIENCE SERVICES ADMINISTRATION COAST AND GEODETIC SURVEY TIDAL BENCH MARKS Port Townsend, Admiralty Inlet Lat. 48°06'.8; Long. 122°451.0 BENCH MARK 1 (1925) is a standard disk, stamped "1 1925", set vertically in face of east wall of concrete building No. 502 (machine shop), about 1 foot above ground at eastern part of Fort Worden, west of street along shore. It is about 3~ feet south from northeast corner of building, 100 yards northwest of inshore end of new Fort Worden Wr~arf and 47 feet west of centerline of street. Elevation: 15.01 feet above mean lower low water. BENCH MARK 2 (1925) is a standard disk, stamped "2 1925", set vertically in east wall of concrete building No. 501 (paint shop), about 1 foot above ground, 4 feet north of southeast corner of buildin~, 75 yards northwest of inshore end of new Fort Worden Whar and 50 feet west of centerline of street. It is on west side of street paralleling beach, about 250 feet southwest of inshore end of old wharf, and 32 feet west of west-edge of sidewalk. Elevation: 15.43 feet above-mean lower low water. BENCH MARK 5 (1934) is a standard disk, stamped "5 1933", set in northwest corner of concrete manhole top, flush with ground, at eastern part of Fort Worden, 8i feet west of west edge of sidewalk, about 75 yards north of bend in sidewalk which turns towards Headquarters Buildings. It is about 100 yards south of southeast corner of building 500 which is just southwest of wharf and on west side of street leading down from parade grounds to dock, about halfway up incline of road and 41 feet north of pole 56 where transmission lines turn up hill. Elevation: 29.29 feet above mean lower low water. BENCH MARK 7 (1935) is a standard disk, stamped "7 1935", set vertically in south wall of concrete foundation at south- west corner of barracks building No. 225W, which is eastern most large building on hill. It is about 3 feet above ground, 6 inches east of building corner and on West Street, north of parade ground. Elevation: 58.37 feet above mean lower low water. BENCH MARK R 257 (1944) is a standard disk, stamped "R 257 1944", set in south brick wall of city hall, at intersection of Water-and Madison Streets, 1 foot from southwest corner of wall and about 5 feet above sidewalk. Elevation: 20.56 feet above mean lower low water. (OVER) USCOMM-CGS-DC -2- Port Townsend, Admiralty Inlet - (Cont'd.) BENCH MARK 9 .(1952) is a standard disk, stamped ''NO 9 1952", set on foundation of concrete wall around storage tanks near Point Hudson at Union Oil Dock. It is 8 inches southwest of southwest corner of wall, 8 inches from west side of foundation, 8 inches from south side of foundation, and 4 inches above ground. Elevation: 11.83 feet above mean lower low water. BENCH MARK 10 (1952) is a standard disk, stamped "NO 10 1952", set on top of northwest corner of concrete wall around storage tanks on Point Hudson at Union Oil Dock. It is on south side of Water Street about 3i feet above street, 22 inches from north side of wall and 1 foot from west side of wall. Elevation: 17.36 feet above mean lower low water. BENCH MARK 11 (1952) is a standard disk, stamped."NO 11 1952", set in center of south half of old concrete foundation, which is 2 feet by 4 feet and 3 feet high built on brick foundation, about 300 yards northwest of Point Hudson, and 50 yards northwest of no rthwest corner of Point Hudson Engineer Maintenance Base concrete tennis courts. It is 852 feet west of road along west side of Army Base, and 65i feet north of road leading west from 2 garages at northwest corner of tennis court. Elevation: 12.77 feet above mean lower low water. BENCH MARK 12 (1952) is a standard disk, stamped "NO 12 1952", set on southeast side of largest boulder on beach, 4 feet below top of boulder and 3 feet above sand, at Fort Worden. It is about 650 feet south of south dock, L60 feet north of small shed at foot of flight of 87 steps leading up to street, and east of Commanding Officer's house. Elevation: 12.69 feet above mean lower low water.- Mean lower low water at Port Townsend, Admiralty Inlet is based on 13 months of records, August 1952 - August 1953, reduced to mean values. Elevations of other tide planes ref erred to this datum are as follows: Feet Mean higher high water $.60 Mean high water 7.90 Mean tide level 5.25 Mean low water 2.60 Mean lower low water 0.00 ~.~ghQs~' The estimated awe-mot water level to the nearest-half foot is 12 feet above mean lower low water. The estimated lowest water level to the nearest half foot is 4~ feet below mean lower low water. U. S. DEPARTMENT OF COMMERCE COAST AND GEODETIC SURVEY SEATTLE REGIONAL OFFICE 1901 FAIRVIEW AVENUE, EAST .~ SEATTLE, WASHINGTON 98102 ENVIRONMENTAL SCIENCE SERVICES ADP~lINISTRATiON SEPTEMBER ~~ 1965 4201j410 1NASH/JEFFERSON COUNTY ENGINEER JEFFERSON COUNTY COURTHOUSE PORT TOWNSEND~ I~'~ASHINGTON DEAR SIR: THIS OFFICE HA6 REVIEWED THE PLANS OUTLINED IN BID NOTIGE S-©4~6~4-} FOR IMPROVEMENT OF THE i"~ADLOCK-iRONDALE ROAD IN JEFFERSON COUNTY+ iT APPEARS FROM THESE PLANS THERE I6 A POSSIBILITY THAT TWO (J. S. COAST AND ~'EODETIC SURVEY BENCH MARK8 ON w~ASHiNGTON LEVEL LINE 46 MAY BE AFFECTED BY THIS CONSTRUCTION. ENCLOSED {S A COPY OF THE DESCRIPTIONS AND THE ELEVATIONS OF BENCH MARKS L 2Jr7~ 1944 AND M 257, 1944 WHICH WILL HELP YOU TO LOCATE THEM IF YOU ARE NOT ALREADY FAMILIAR WITH THEM. iT IS REGtUESTED THAT YOU KEEP THIS OFFICE INFORMED OF THE PROGRESS ON THIS PROJECT SO THAT IF IT BECOMES NECESSARY OUR FIELD ENGINEER CAN RESET THESE MARKS WHERE THEY WILL NOT BE DISTUR®ED BY THIS CONSTRUCTION. SINCERELY cZ-i.c C_;~--; HAROLD ~.J,. SE BORG CAPTAINS SA REGIONAL OFFICER ENCL. 1801 Feuixview Av+eraia East Seattlsi Waehirigtan 981tY~ September 13~ 1965 Refereance is mace to your letter of September 3~ a,96~~ re- ~ard~.tag Bench M an W~hingtan Lea~e1 Line l~6. Bench Mark M 25T! 19ltlie ie 'beya~d the area of work beianE dens uxxler thin 3.mprovement but wee hav++e, tekeon every poas3b7re precaution to prevent ita accid~a=rtal distrubance. We are unable to locate L 257, 29lali., end have net had occasion to take Hate of its ex3.stererre 3.n the peat. Sn the past 10 to ~,2 years there hays been a store bu.ildin~ end parking area constructed at this appx~cE~dmate location., The present owner of the store thinks it might ha'v~a been buried when the parking area was paved. Sincerelyi N A„ BECKER Caurrty EngS.neer EAB/sd U.S. DEPARTMENT OF COMMERCE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL OCEAN SURVEY REPLACES ELEV, DATED JULY 1962 TWIN RIVERS TO OLYMPIA WASHINGTON F rs -or er The original field work (L-293) was done in the summer of 1931 by a party auper- vised by Charles Pierce, Check leveling (L-11205; L-11206) was done in the area of Maynard and Shelton respectively, in 1944 by parties supervised by Clarence Symns, Jr, In 1965 a portion of the line was re leveled (L-20503) from Quilcene to Brinnon and extended to Bangor; another portion was south of Potlatch to Union by a party supervised by Clarence Symns, Jr, The 1931 and 1944 elevations are based on the Pacifie Northwest Supplementary Adjustment of 1947. The 1965 elevations are based on a supplementary adjustment of 1966. For tidal bench marks included in this list, elevations with respect to local tidal datum planes are available and may be obtained by writing to: NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION, WASHINGTON SCIENCE CENTER, ROCKVILLE, MARYLAND 20852, ~. r! y. "~;:. . BEAiCH MARK PTS 50 (USGS) u 13 V 13 w 13 x 13 Y 13 Z 13 .. ..., ,. .. ,. ., ,. ~'. ~ ; ADJUSTED ELEVATION Meters Feet 48.912 160.472 53.570 175.754 78.572 257.778 42.036 137.913 86.747 284,602 124.290, 374.966 208.323 355.390 BENCH MARK ADJUSTED ELEVATION Meters Feet SPUR LINE TO PORT WASHINGTON TIDAL 2 1,487 4,87g VERTICAL CONTROL DATA by the NATIONAL GEODETIC SURVEY SEA LEVEL DATUM OF 1929 END OF THE SPUR LINE v 14 28.654 94,009 w 14 5.908 19.383 X 14 54,829 179.885 TIDAL Y 14 38,161 125,200 TIDAL 1 1881 1.g76 6.483 A 15 6,198 20,335 B 15 RESET 1939 12,665 41,552 C 15 DESTROYED ' D 15 56,854 186,528 E 15 62,101 203.743 G 15 RESET 1866 103,111 U 409 14.442 47.382 H 15 DESTROYED J 16 (USGS) DESTROYED B 409 10,625 34.859 SPUR LINE TO PORT CRESCENT TIDAL 3 1.638 5.374 END OF THE SPUR LINE B 14 C 14 E 14 F 14 G 14 H 14 TIDAL 6 TIDAL 7 TIDAL 8 PTS 1 (USGS) L 14 J 14 K 14 REST 1940 N 14 P 14 @ 14 R 14 S 14 T 14 U 14 76.090 117,850 102.442 g1,63o 62.578 5.958 6.323 7.703 9.824 28.742 41.430 24.856 64.263 58.355 51.459 51.395 62.458 57.306 55.821 59.546 249.639 386.646 336.095 300,623 205,308 19.547 20,745 25,272 32.231 94.2g8 135.925 81,548 94,081 210,836 191,453 168,828 168.618 204.914 188,011 183.139 195<360 SPUR LINE N THEN S ALONG TOANDOS P N - ANG A D POT Y 408 13.182 43,248 EFS 2 13.074 42,884 SPUR LINE SE TO LINDSAYS BEACH D 411 4.661 15.292 E 411 25.251 82.844 F 411 133.931 439.405 EFS 1 133.451 437,830 BENCH MARK ADJUSTED ELEVATION eters eet G 411 173.215 568.290 H 411 135.623 444.956 J 411 77.472 254.173 TULE RM 2 2.140 7.021 TULE 2.877 9.439 TULE FiM 1 2.899 9.511 END OF SPUR TO LINDSAYS BEACH Z 408 19.108 62,690 A 409 83.611 274.314 K,411 114.228 374.763 EFS 3 134.076 439.881 L 411 114.746 376.462 M 411 40.633 133.310 N ell 35.998 118.103 P 411 91.985 301.787 Q 411 173.110 567.945 R 411 171.607 1563.G14 S 411 160.845 527.706 T 411 184.359 604.851 TOANDO5 RM 1 186.489 611.839 TUANDOS RM 2 188.059 616.990 U 411 183.516 602,085 V 411 163.796 537.387 SPUR LINE W TO TRIANGULATION A 0 NG Z 409 91.467 300,088 TONGUE 2 2.542 8.340 TONGUE 2 RM 1 3.093 10.148 TONGUE 2 RM 2 2.744 9.003 END OF 3PIIR TO TRIANUULATION STATION PAGE N0, 1 45 WASH, MAY 1972 B_E__P;CH MARK ADJUSTED ELEVATION eters eet W 411 173.025 567.666 X 411 149.499 490.481 x 411 RESET 1866 489,457 Y 411 151,189 496.026 Y 411 RESET 1966 495.348 FULTON RM 1 3.249 10.659 FULTON 2.870 9.416 FULTON RM 2 3.241 10.633 Z 411 147,425 483.677 R 409 98.611 323.526 Q 409 129.970 426.410 P 409 44.842 147.119 SPUR LINE NW TO ZELATCHED POINT A 410 46.551 152.726 ZEL 58.755 192,765 TIDAL 1 2.264 7.428 TIDAL 2 2.535 8.317 TIDAL RM 1 2.501 8.205 ZELATCHED POINT (USN) 1.978 6.489 TIDAL 5 (USN) 3.504 11.496 TIDAL 3 3.729 12.234 END OF SPUR NW TO ZELATCHED POINT S 409 87.614 287.447 T 4U9 82.247 269.839 WILTON 15,906 52.185 E 410 108.057 354.517 D 410 106.827 350.482 C 410 86.329 283.231 B 410 82.695 271.309 END OF SPUR LINE TO BANGOR AMMUN, DEPOT USCOMM-NOAA-ASHEVILLE VERTICAL CONTROL DATA PAGE xo, 2 '°. U.S. DEPARTMENT OF COMMERCE by the 45 WASH, NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL GEODETIC SURVEY NATIONAL OCEAN SURVEY SEA-LEVEL DATUM OF 1929 MAY 1872 BENCH MARK ADJUSTED ELEVATION ~ BENCH MARK ADJUSTED ELEVATION BENCH MARK ADJUSTED ELEVATION . eters Feet Meters Fge Meters Feet TBM 88 (USGS) NOT RECOVERED W ~U9 25.955 85.154 P 16 73.738 241,922 C 409 38.126 125.085 TIDAL 2 9.867 32.3 72 J 28 (USGS) 75,015 246.112 TT 7 RB (USGS) 39.231 128.710 . Q 16 74.539 . 244,550 J 17 (USGS) DEST ROYED TIDAL 1 4.920 16.142 TBM 308 (USGS) 84.200 308.054 D 409 85.580 280.774 TIDAL 3 11.827 38.802 TBM 312 (USGS) 95.398 3?2.985 J 15 DEST ROYED X 409 y 409 28.215 41.176 ~ 92,569 135 092 J 27 (USGS) 84.161 276.118 TT 8 RB (U$GS) 117.729 366.249 *R 15 . R 16 84.388 276,863 E 409 F 4 158.532 520.117 RESET 1956 8.551 28.054 * 1,40 3 09 195.522 641.475 T 16 1 9 1 37.4 *K 15 221.528 726.796 S 15 10.417 34,176 *TIDAL 2 4.014 13,168 •d 18 (USGS) 221.208 725.747 T 15 U 15 4,2 9,407 14.098 30 86 ~ 5.633 18.481 V 15 i 24 568 . 80 604 V 16 33.470 108,809 G 409 189.684, 622.322' W 15 , DESTR . OYED W 16 RESET 1861 209.930 •L 15 170.277 558.650 X 16 30.770 100,851 H 409 116..948 383,687 X 15 4.033 13 232 Y 16 8.552 28.058 7 409 K 409 69.284 15.821 227.309 51 906 Y 15 Z 15 5.676 DE R . 18.622 TIDAL 1 12.476 40,932 . A 16 ST 15.967 OYED 52 385' TIDAL 2 9.379 30.771 SPUR LINE TO WHITNEY POINT Ci16 5.887 . 19.314 n 17 TIDAL 2 48.253 5.450 161.591 17.881 D 16 7.781 25.528 B 17 12,488 40,971 L 409 N 409 34.384 46.495 112.808 152.542 E 16 F 16 ~ 4,182 4 604 13,720 C 17 ~ 21.461 70.410 PULALI 2 RM 2 9,058 29.718 . G 16 . 2,808 15.105 9 213 E 17 4,743 15-.561 PULALI 2 HM 1 6.948 22.795 H 16 5 181 . 17 031 F 17 59.591 1 5.508 , , G 17 10.674 5,020 SOUTH CAMERA BLDG 24.794 81.345 J 16 K 16 2.173 5.606 7,128 18 392 g 17 29.258 95.991 SOUTH CAMERA J 31 (USGS) 10,536 . 34 567 J 17 K 1 34,600 113.517 BLDG RM 2 24.979 81.952 L 16 6.393 . 20.974 7 35.147 115.311 M 16 11,152 36.588 sovTx car~RA BLDG RM 1 22.252 73.005 M 409 38.309 125.685 SPUR LINE NE TO UNION - COMPUTER BLDG (USN) 20.525 67.359 SKOKOMISH RM 1 10.892 35.735 SKOKOMISH RM 3 10.325 33 875 COMPUTER BLDG . RM 2 (USN) 20.786 68.195 SKOKOMISH AZI 6.930 22,736 COMPUTER BLDG RM 1 (USN) 20 782 68 82 TS 30 (USE) 5.279 17.320 . .1 B 412 5.334 17.500 END OF SPUR LINE A 412 TIDAL 6 3.923 3.849 12.871 12.628 M 15 NOT RECOVERED TIDAL 3 TIDAL 2 3.694 2.858 12.119 9 377 TBM 42 (USGS) V 409 NOT RECOVERED TIDAL 4 4.576 . 15.013 J 21 (USGS) 6.279 20,600 DESTROYED TIDAL 5 3.097 10.161 . N 15 5.247 17,215 END OF SPUR. LINE . TBM 18 (USGS) NQT RECOVERED J 22 (USGS) BM (BPR) DESTROYED 8 723 28 619 J 30 (USGS) NOT RECOVERED P 15 . 6.334 . 20.781 C 412 TBM 25 (USGS) 6.577 21.578 NOT RECOVERED @ 15 RESET 1964 27.965 91,748 N 16 14,391 . 47 214 J 29 (USGS) , NOT RECOVERED Changed elevation. v_' ~,_ .,~ .~ *OR,.~,afN~~~i.n.:4. ~~a~.,.~~. ,, n+A~,'b~. ,~ai...~ti :r;:w ~i •~ i~~: ..,~..,>tyF4,.,~Y~e~.id9~sm~wMriil++Y:1Ga~.x3wL. r1.~.:i.~A a,., ... r,W.~ .,.... i„Ma..~t, ,. .i ~a~. .. r ~ ~ ~ .R':iS ~i. PORT TOWNSEND SOUTH QUADREIIVGLE ?fJ.~SfiINGTON f~, W. Moore ~ ! PV 129 {d} FROM POINT 1,3 MI, SE. OF FOUR CORNERS SE. ALONt# ~ RD. VIA CHZMTCUM SCHOOL TO PORT LUDLOW ADM2RAI,TY INL .C, ,,& G,S. st+andardldisk stamped ~-N 25? 191~t~t' 121.306 ~„^~'" I...-. j ~' # / C1 s9 S/ p 4 ~~.. © (•~ +B a it 7".w ~`E i ~ f !~ ~$ ~~ 0.02 U.E.s at. center of juneta,on of Por'gy' Townsend. rd. , and. IJnrdland Ferry rd,; rd. surface 121,~0'~6 ~t 59 1s06 U.E. x.60 ft. N. of T-rd. E. to Nordland Ferry, ?2 ft, E. side of 12-inch fir tree; E. of rd~,, in root on J copper nail with washers painted ~~130.9~s 130.935 ~ 61 2.11. Chimacum, 0.l~ mi• W. of, at NE.. entrance to Chimacum tSoneolicated Schools in concrete step; standard tablet , r -' ~ j stamped ~~70 GWM 195. X30" 13fl•3~5 4 60 2.3$ Reference maxk~ 1?6 ft4 N, of tablet, 30 ft, w. of rd,s 380 ft, S. of TMrd. W., on concrete post; painted square :~. , _ ,~, ~,~. ~ w s~+ ~.:~~~:~#:~ai~*¢, 130~bg2 ?~ 61 2,,8O U,E., 85 ft„ SW. of x-rds.~ an N, side of alley', bn ~concr~te wa3~S; chisefed square, painted ~~].19.9" 7.19,$6~..~ ?~ 62 3.65 d„ on SF. Q~d of concrete eulvert;_ U.E. ~.~ ft. SW. of r ~ / -' ' ~ '° ~~ - ~ painted square, painted "1it5.lt't 11t5.3~Q PORT TOWNSEND SOUTH QUADRANGLE 0 T G LE ~T, UADI ~ 64 u•5? Chimacum~ 1.77 'mi. SE. of~ 50 ft. Wi of tree with Y~'- ~ : 7 i T. ~' ~~ P ~~ tag marked center of „Sec, 2~.~ 2~. ft. NE. of T-rd,, t°~;~~ ,r t ~,+#, _ .. L ~'': `~ '~ 20 ft. SE. of dim rd. E., in concrete past; ` ~ ti~"'~ , r F i.S ~ r G ~ ~ ~= ° ~~r'`~~ . . ~ n / ~ ~ `~ j/ , , , . / ~ _~ '~v$ ,~ *. ~ ~ standard tablet stamped 't71 GWM 1951 ~.5$" . 15$riz~3 ~ ~~` a !~ 63 x..56 Reference marks ~,9 ft. W, of tablets 21 ft, SW, of rd,y on tree marked center of Sec. ?_1~~ in root on E• silo of lt~foot maple treQ; copper nail with washox 156,b5~ U. S. DEPARTMENT OF COMMERCE SINCLAIR WEEKS, Secretary COAST AND GEODFTiC SL7RVEY Il> ARNOLD KARO. Director TRAVERSE TOPOGRAPHIC GEDO REFERENCE GRAVITY (Oid Type) BENCH (New Type) Two Bench Marks Consolidated /GE00 T GRAVITY (New Type) BENCH BENCH (Old Type) FACE LEGENDS (Old Type) Standard bronze. station marks of the Coast. and Geodetic Survey that are set in concrete at- bedrock to serve as a per- manent mark for the particular station it represents: Additional information concerning these marks may be~obtained by writing to the Qirector, United States Coast and Geodetic Survey, Washington 25, D. C. F Page Z ProjeNo. Date Page 3 STA B.S. + ~ H.I. F.S. - ROD - DESCRIPTION ELEV. _ ~ c v Q C~ ~ 5 ~~oxJ. y s ~ g 3`f= 859 S ' SIOg C~C95 H r~~X ;sK t~ ++x. i ~i b sct~az . gb _ . . l.~f Z9.01 //. Z .58 { - ~ 'o~ • mob, ~- ~! .5 ~ / 1, 7~ y Z7 zo.69 z9 (o 6.~Z . . ~ - ~~~~ F o oe~u ~' ;Nye -.o.age~ Rage 1'Y) T'B 3 00 ~S3.39 .$Z ~ N. W, o~T B ' /V. . , . PnsT 0.~7 Zz o~ 90 Z _ ~ ~. oN v I .r , -p / Z~,b`} D•'L3 Zo •~' _ uN• E z~.ob 7 ~ Z Z.i 39,z6 p, 9~ 26~ _a; ,. ~ ,a -6. 3~f ... to , z g cc~y ~ o ti ~;o ~D g ~,I, 86 f S,1C _ / !o .yZ ~~ 0 z.o.88 ~~? ~ ~¢ ~ 26 6 S ~ ~1.GY~7 z ~ , ~F5 7 Z5, 9 •~; • av .v. w, - ,~~- ~vE c7 r~.c/ d -gyp of i4 . ~~~ t ~ r .~ . 9~s ~/"7 4 ~9 o q 3 R 7 ~ . Z5o I zS,20 ~ _ ~ s ~.v v • ic.~ ,w. u>.¢,v. " c ~ eia4~ xf'~P~ ~ _ o ' d 6 •-F-s. 239 ---------_ , . _ ~ i.6~ _ _ 3 98 z 6 z, o': Z' 3 _ 3'f .8 6 ~ ,~ " , - z ~ az -. 9o Z s.39 . ~, _ ~}.0 6~ ~~~ '~. 8'. q L,.:tti 2 s 7 - 6 . - O 1 -~ Z~. O' .f-U S7 Z9 .39 7 Z . o y {~ y.m Z ~ ~ ~~._ ~._ _ _ _..___ _ _._.. .__.. S . , 9-1078-.1 ~ A QUAD. STATE ALTITUDE ABOVE SEA LEVEL ' ORDER THIRD ADJ. (Feet) Book: B 7140 (2)I{ally Ranch at, 4bfl ft. S. of the ranch house3 20 ft. SE. of intersection of center of Ke11y Hanah Road and driveway N. to ranch k~ouae; lS ft. S. of center of rd. and l0 ft. W. of Roasts trail; tap of aoncre'te post; ffitaadard tablet stamped "TT 20 J 1930 25©" 250.589 Refer~oe mark, l8fl ft. NE., of tablet; on N. edge oi' rd.; int root S.~sides 36-in. l~emlook tree; wir® nail and oopper washer 247.?I Kelly Ranch, 1.3 mi. NE. of, 2100 ft. ~. oP Kelly Ranch House; l0 ft. S. oP wagon rd.; top of conci+e~te goat; stamped "TT zl J 7.936 2?1" 270.574 Reference mark, 60 ft. NE. of tablet; on S. side of trail; in root an iV. si de of large hemlock tree; ware nail and copper vrasher 270.55 ;, ~~.~ ~~ //' ~ ~ ~'_ to/s/ss e~ ;~, UNITED STATES DEPART'~IENT OP' TFiE INTERIOR-C7E~~LOGICAL SUIt~`EY ie-s~soz-i oro ,, , ti ~ . THIRD-0RDER LEVELING Bea Lvel Datum of 1929 Island and Jefferson Counties Edition of 8/1/55 Elevations based on the Sea Level Datum of 1929 through the medium of the Pacific Northwest Supplementary AdJ- ustment of 1947 UNITED STATES DEPARTMENT OF THE INTERIOR GEOLOGICAL SURVEY 48°15 DECEPTION R4SS 13201 I~ ~,,.~ R q ~ 1 ~--~ Gq Z B ~2 ~ I A D,y/R.9 '~ ~ u' i C < ` G1 m ~~ z ~ i 1 ~ O "'~ W"mg10 2 ~xtiarn PORT GAMBLE (258) 48°00 U.S.C.& G.S. Leveling Lines A. Uncus to Hadlock, Washington, 1948 (46 Wash.) B. 4.6 mi. SE. of Anacortes to 2.8 m).. S. of Clinton (Whidbey Island), Washington, 1953 (105 wash.) LINE 1. Feet FROM DECEPTION PASS QUADRANGLE SOUTR AND SOUTHEAST ALONG HIGHWAY INTO STANWOOD QUADRANGLE (by R. B. Steele in 1940; Book B 8866) Utsallady Beach, about 1.5 mi. SW. of; about 0.5 mi. SE. of Camp Grande; in NW} 3W} sec. 23, T. 32 N., R. 2 E.; at angle in hwy. from S. to W.; on E. edge of hwy. and in line with center of hwy. W.; in concrete post; standard tablet stamped "23 RS 1940 224" (reported uprooted by County road crew prior to 1954) 223.708 Reference mark, 13 ft. S. of tablet; in root on N. side of large cedar stump; copper nail with washer 224.39 Utsallady Beach, about 2.3 ml. SW. of; about 1.1 mi. N. of Camp Lagoon; 56 ft. S. of-center of private rd .; 23 ft. W. of hwy.; 26 ft. S. of fence corner; Sn root on S. aide of 8-in. hemlock tree; copper nail with washer 190.44 Camp Lagoon, on W. edge of hwy.; ,Just S. of forks of short rd. leading to beach; in stone and cement retaining wall of rd.; standard tablet stamped "24 RS 1940 41" 41.087 Reference mark, 40 ft. E. of tablet; in root on N. side of 12-in. fir tree; copper nail with washer 45.81 Camp Lagoon, about 1.1 mi. S. of; at first rd, summit 3E. of Madrona Beach; 150 ft. NW. of summit; 35 ft. W. oP~ rd.; in root on E. side of 10-in. fir tree; copper nail with washer 235.15 Camp Lagoon, about 2.1 mi. SE. of; in SW, angle in hwy. from SE. to S, along section line; 85 ft. S. of the angle and forks of rd, leading N.; 29 ft. W, of center of hwy.; in concrete post; standard tablet stamped "25 RS 1940 252" 252.426 Camp Lagoon, about 3.2 mi. SE. of; 0.7 mi. NW. of Camano Beach; at Camp Pleasant; W. side of hwy.; in line with T-rd. leading E.; on S. edge of concrete foundation for gasoline pump; chiseled square 172.49 Camano Beach, in NW. angle of rd. Pork at; 18 ft. NW. of the Jct.; 17 ft. W. of hwy.; in concrete post; standard tablet stamped "26 RS 1940 47" 46.735 Reference mark, 11 ft. SW. oP tablet; on W. end of concrete culvert; chiseled square 44.49 Camano Beach, about 0.8 mi. SE. of; in NW. angle of rd. Pork; in root on 3W, aide of 16-in, fir tree; copper Hall with washer 137.93 Camano Beach, about 2.0 mi. SE. of; 0.25 mi. NW. of entrance to Cama Beach; 420 ft. NW. oP rd. summit; 47 ft. NE. of center oP hwy.; 20 ft. SE. of 24-in. cedar tree; in concrete post; standard tablet stamped "27 Rs 1940 203" 202.473 Reference mark, 86 ft, 3W. oP tablet; in root on S. side of 8-in. hemlock tree; copper nail with washer 204,45 COUPEVILLE QUADRANGLE WASHINGTON 289 N4800-W 12230/ 15 LINE 2. Feet FROM DECEPTION PASS QUADRANGLE SOUTHEAST ALONG HIGHWAY INTO SOUTHWEST CORNER OF STANWOOD QUADRANGLE (by R. B. Steele in 1940; Book B 8865) Oak Harbor P.O., about 4.7 mi. SW. of along State Highway 1 D; about 5.3 mi. NW. of courthouse at Coupeville; 56 ft. SE. of Intersection with private driveway leading W. to ranch house; 26 ft. E. of center of hwy.; on large boulder; chiseled square 133.16 Coupeville courthouse, about 4.2 mi. NW. of; 245 ft. SW, of the NW. corner of San de Fuca post office; W, side of forks of rd .; 23 ft. NW. of center of hwy.; 1.5 ft. E. of yard fence; in concrete post; standard tablet stamped "50 RS 1940 19" (not recovered in Nov.1952) 19.015 Reference mark, 80 ft. SW. of tablet; on concrete base of a flag pole; chiseled square 20.39 Coupeville courthouse, about 3.2 mi. NW .; at Kennedy's Lagoon; about 350 ft. S. of store and office building; 29 ft. E. of center of hwy.; 3 ft. S, of a power pole; in concrete post; iron bolt 12.26 Coupeville courthouse, about 1.9 mi. W. of; in forks of rd. leading SW.; 36 ft. S. of the intersection; 26 ft. SW. of center of hwy.; in concrete post; standard tablet stamped "51 RS 1940 44" 43.859 Reference mark, 83 ft. W. of tablet; in root on N, side of 24-in. madrona tree; copper nail with washer 45.79 Coupeville courthouse, about 1.1 mi. W. of; 53 ft. S. and 23 ft. E. of center of forks of T-rd,-leading S.; on boulder set in ground; chiseled square _ 81.87 USC&GS Tidal B.M. "No. 4 1935" 46.788 USC&GS Tidal B.M. "No. 2 1935" .18.028 USC&GS Tidal B.M. "No. 1 1935" 8.346 Usc of E. B.M. "M 1 36 87" 86.920 Coupeville courthouse, about 0.8 mi. S. of; at Prairie Center; in SE. angle oP crossroads; at NW. entrance to Coupeville High School; 1.8 ft. NE. of center of concrete walk to; circle oP figure "9" in number "71931" cut in the walk 93.58 Coupeville courthouse, about 1.4 mi. S. of; 0.6 mi. E. of Prairie Center; 50 ft. NE. of center of hwy.; in line with E. edge of paved rd. ieading S.; in root on SE. side of 42-in. fir tree; copper nail with washer 115.98 Coupeville courthouse, about 1.9 mi. S. of; 1.1 mi. E. of Prairie Center; in forksof rd. leading E. to farm- house; 21 ft. N. and 21 ft. SW. of the forks; 14 Pt. E. of fence corner; in concrete post; standard tablet stamped "52 RS 1940 200" (recovered by USC&GS) 199.941 Reference mark, 228 ft. E. of tablet; 20 ft. N. of center of hwy.; in 4" by 4" post set-in ground; copper nail with washer 200.14 Prairie Center, about 2.0 mi. E. of; 20 ft. N. of cente r of hwy.; 16 ft: E. of E. gate post at entrance to farm house; 1 ft. S. of fence line; in root of Pir tree;, copper nail with washer 200.09 Prairie City, about 3.5 mi. ESE. of; about 7.6 sS. NNW, of Greenbank Post Office; in SW. angle of rd. forks; 130 ft. S. of center of rd. leading E.; 30 ft. W, of center of extended center line of rd. from the S.; 1 ft. E."of fence; in concrete post; standard tablet stamped 53 RS 1940 197" (recovered by UBC&GS) 197.257 Reference mark, 247 ft. SE. of tablet; 84 ft. E. of center of hwy.; in root on NW. side of large lone fir tree; copper nail with washer 198.50 Greenbank P.O., about 7.1 mi. NNW. of; in SE. angle of Porka of rd. leading E. to Harrington's Lagoon; 107 ft. SE. from the intersection; in root on W. aide of large lone fir tree; copper nail with washer 196.88 Greenbank P.O., about 6.6 mi. NNW. of; 41 ft. W. o£ center of-hwy.; opposite rd. leading to home of J. E. Cheeseman; in root on NW. side of 2 -in. fir tree; copper nail with washer 192.87 U.S.C. of E. traverse station stamped "G 2 36 215" 215.654 Greenbank P.O., about 3.9 mi. NNW. of; in NE. angle of T-rd. leading E. to Houston's Cottages; in root of large fir stump; copper nail with washer 251.75 LINE 2 CONTINUED Greenbank P.O., about 3.3 mi. NNW. of; 18 ft. W, of center of hwy, at top of grade; 44 ft. S. of Fence corner; 11 ft. SE. of small water tank; in concrete post; standard tablet stamped "54 RS 1940 312" (recovered by USC&GS) 311.784 Reference mark, 119 ft. NE. of tablet; on 3. end of concrete drain pipe; chiseled square 308.55 Greenbank P.O., about 2.3 mi. NNW. of; in NW. angle of forks of private rd. W.; 20 ft. N. and 56 ft. W. from the intersection; in root ~on W. side of large fir stump; copper nai] with washer 248.75 U.S.C. of E., B.M. "G 3 36 68" (not recovered in 1952) 68.848 Greenbank P.O., about 550 ft. S. of; in SW. angle forks of T-rd. leading W.; 76 Pt. 5. and 26 ft. W. from the intersection; in concrete post; standard tablet stamped "55 RS 1940 158" (recovered by USC&GS) 158.602 Reference mark, 80 ft. NW, of tablet; in base on N. side of .power line pole; rail spike 159.31 Greenbank P.O., about 0.9 mi. S. of; 16 ft. S. and 29 .ft. W. of center of crossroads; 2 ft. N. of fence corner; on burled boulder; chiseled square 269.78 Greenbank P..O., about 1.7 mi• S. of; at forks of T-rd. leading E. to Cottage Grove; 40 ft. S. and 27 ft. E. of the intersection; Oft. higher than the hwy.; on buried boulder; chiseled square 345.25 U.S.C. of E. B.M. "G 4 36 331" (recovered by C&GS) 331.925 Reference mark, 33 ft. NW. of tablet; in root-on SE. aide of large cedartree; copper nail with washer 334.45 Greenbank P.O., about 4.0 mi. S. of; on E. edge of forks of rd. leading NW.; 4 ft. higher than the hwy.; in concrete post; standard tablet stamped °56 RS 1940 192" (reported destroyed prior to 1952) 191.939 U.S.C. of E. B.M. "G 5 36 121" 121.508 Greenbank P.O., about 6.1 mi. S. of; in NE, angle of crossroads; 60 ft. NE, of the intersection; in root on S. aide of 8-in, fir tree; copper nail with washer 53.89 Greenbank P.O., about 7.2 mi. SSE.; 265 ft. E. of forks of rd. 12ading to Eaet Harbor; 17 ft. S. of center of hwy.; in concrete poet; standard tablet stamped "57 RS 1940 110" (recovered by USC&GS) 110.147 Page l of 2 ~ ISLAND ~~BYByrotl B. Johnson, 4233 1936 Spa LEVEL C)RDER THIRD ADS. Adjusted elevations based on the Sea-Level (Feet) _ Datum of 1829, and i94? Nd9. Add. Books 87096 ` , 4 ViASIiINC-,TOId M : ,, kw , DESTRUCTION IS L4ND 'QUADRANGLE ~ ' ~~a.~ ~ ~ ~ (Latitude 47°30"-4?°45'; Longitazde 124°15'-124°30') (MAYS HARBOR AND JEFFB~RSObT COUNTIES (1}1rR0~•' POIPIT PlORTHEAST OF CLEAR:~ATER IN •~QUEETS QUAA}~;NGT,E (234} SOUTHby~;ST ALONG TRAILS TO CLEAI~ATEPi, (THENCE SOUTH ALONG ROAD 3 I~IILES TO POINT 6 ~IL$S SOUTHEAST OF t~UE~,'TS l1 Clear~rator P.0., 6.0 mi. N'~. of; along ~Clearwater-Hoh truck trail, about O.a mi. ~. of wooden bridge over Shale Creek, s~bout 0.16 mi. Fs, df section line between s®ctions 28 and 33, T. 25 N., ,,.~~ ~.,:.,,~ R. 12 fit.; a.t the middle of a 500 f t. 6urve; 18 ft. N. of th® ~ - oenter tin®_ of rd.; in top of concrete post; standard tablet stamped "TT 10 J 1936 252" 2b~.S32 Reference mark, 148 ft. S'ri'. of tablet; 8 ft. SE, of the c~.t~' .line of the rd.; i.n the N. root of 30-in. hsmlook tree; copper ~~31 and washer 255.36 C1ees~ater P.0., 5.0 mi. NE. of; along Clearwater-Hoh truck trail; about 0.1 mi. 8. of woodee~ bridge over Hunt Creak at a~ ourv® in the rd.; 30'. ft. 'N. of w'. a dgs of small turnout on $E. side of the rd.; 20 Ft. IV'VP. of the center line and 2 ft. abov@ the rd.; in root oa E. side of 24-in. hemlock tree; copper nail and vrasher 2?4.30 Clearwater P.Q., 4.l mi. NE. oP; along Cl®ar~vater-Hoh truck •trail; about 0.2 mi. tiq. of wooden bridge ovor Deep Creek; 145 #'t. E. of Duly®rt No. 20; 20 ft. $, of th® center and 2 ft. ~bove the rd.; in"top of oonorete post; standard tablet stamped TT 11 J 1936 291 290.887 Referenoe mark, ?9 ft. 39P. of tablet; ?0 ft. NF. of culvert No. a0; 20 ft. 3. of the oenter and 4 ft. above the rd.; in the ~9. root of 18-in. herrlloak tree; copper nai 1 and washer a90. ~9 Clearwater P.0., 3.2•mi. Ng. of; along; Clearwater-Hoh truck tarail; about 0.14 mi. N$. of hair-pin turn in rd.; 12 ft. S'9Q. of the cent®r and 2 ft. abov® rd.; in ~'~. root off' 24-in. haon- lock tre®; copper nail and washer 263.1a Cl earorater P.0. , a. 6 mi. rte. of; s.l ong Clearwater-Hoh truok trail; 30 f`t. S, of i.0 mi. marker; 18 ft. ~;. of the a®nter line ~ of rd.; 12 ft. N'Ri. of 6 Pt. cedar tree; in top oP oonorete post; standard tablet stamped "TT 12 J 1936 2i2" 211.9$6 Reference mark, lI0 ft. Sp9'. of 1 Iri. marker,; 7? ft. S~, ei' tablet; 9 ft, E~ of the cent®r line cad 1 ft. above rd.; in vP. x~oat of 30-in. o edar t ree t copper nai 1 an d wasr .207.74 UNITED ST.ITES llEI'~RT:4Ir.Ni` OF TI3E I.~~TiNRIOR-OEOI.OOICAL SURVET 1 t. ~~ ~ 16 -69362-1 .Po Benchmarks Datum Planes at Port Townsend • Port Townsend First order leveling Revised Sept.-20, 1950 July 11; DEPAR'I'ME~V2' OF COMMERCE ~ - U1~ITED'STATES COAST AND GEODETIC SURVEY . Index: of;:~ines of Control.. Leveling for they STATE OF WASHIlVGTON The numbers shown on the Control.Leveling Index Maps Piave not been placed on all of the lists of descriptions and elevations_of bench marks published -by this Bureau. The following tabulation is for the convenience of persons making use of our vertical-control data in correlating the unnumbered .lists-with the index-maps. The numbers prefixed by the letters AP have been assigned to: short lines of levels to airports. The Control Leveling Index Maps issued by tf3~is Bureau are prepared on a state basis and line numbers are assigned arbitrarily without regard to numbers assigned to lines in adjoining states.- An interstate line usually has.a different number in each state. For this reason,: in-ordering leveling data, it is necessary to give both the name of the state and the number of the -line shown on the index map or list from which the number was obtained. _~ Because the editions of the'variaus lithographed lists are small, requests for leveling data should be kept to a minimum consistent with the immediate needs of the user. Furthermore, this will best serve the interests of the user, since these lists are revised at rather frequent intervals in order to keep them as nearly up to date as possible. Number 1 2 3 1+ 5 6 8 9 10 11 12 13 11+ 15 16 17 18 lg 20 21 22 23 21+ 25 Line-Title Aberdeen to Twin Rivers, Washington . Adrian to Brewster, Wa~hirigton Adrian to Harrington, Washington - Alm3.ra to Nespelem,.. Washington ~.. Beverly Junction to Quincy, Washington Blaine to Seattle, Washington _ Molson9 Washington, to Midway, British Columbia:. _. Bovill, Idaho,:to Pa~.ouse,:Washington (8 Idaho) Burke to Corfu, Washington - Burlington to Anacortes, Washington Butte,- Mont.; to Pa8C0, Wash.-' ~ . Centralia to Auburn, Washington Centralia to Grays Harbor, Washington Chehalis to Raymond, Washington :Clarkston, Wash., to La Grande, Oreg:~,~ Cle Elum to Molson, Washington Cosmopolis to Grays River, Washington Coulee to Davenport,. Washington Davenport to Spokane, Washington Ellensburg to Columbia River, Washington Fruitland to Pullman, Washington Hood River, Oregon, to Vancouver; Washington: Kelso to Alter, Washington Kruse via Darrington and-Sauk to Burlington, Washington Laurier to Spokane, Washington ~ Interstate line; Washington portion issued separately..` -2- ATumber Line Title 26 27 28 29 -30 31 32 33 3~+ 35 36 37 38 39 1~0 ~+l 1~2 ~+3 ~~ ~+5 ~+6 ~+7 ~8 ~+9 50 51 52 53 5?~ 55 56 57 58 60 61- 62 63 6~+ 65 66 67 68 69 70 71 72 73 7~+ 75 Lewiston, Idaho, to Pendleton, Oregon (28 Oreg.) Napa~ine via Kosmos`to.Tacoma,. Washington Newport to Chattaroy, Washington" Omak to Springdale, Washington Orondo to Coulee City, Washington.. Pasco to .3 Mie W of Waitsbu;rg, Washington .Palmer to Monroe, Washington Peshastin to:E~erett, Washington.. Portland, Oreg., ~o Centralia, Wash. Republic to 11 Mi. N of Keller,. Washington 5 Nli. W of Pysht to Neah Bay, Washington Rainier, Oregon9 to Kelso:, Washington ~Q$ Oreg.} Ripaxia,to Conned, Washington Grand Forks, British Columbia, to Laurier, Washington Sandpoint, Idaho, to Marcus, Washington (~+6 Idaho) Seattle to Wallula, Washington Shelton to Bangor, Washington - - Spokane, Washington, to Lewiston, .Idaho (52 Idaho) Tekoa, Wash,, to St, Regis, Mont. Twin Rivers to Olympia, Washington Uncas to Hadlock, Washington Vernita to Ellensburg, Washington.. _ Midway, British Columbia, to Curlew, Washington Walla Walla to Wallula, Washington- - Warden. to Mabton, Washington Wenatchee to Connell, Washington Winona to Waitsburg, Washington - Yakima to White Salmon, Washington 1+ Mi. E of Heppner Jcta,Oregon, to Mabton, Washington Mouth of Grand Ronde River, Washington, to Troy, Oregon (105 Oreg.) Beverly to 2 Mi. SE of Priest Rapids, Washington Wallu~:a, Washington, to Pendleton, Oregon (117 Oreg..) Biggs., Oregon, to Wallula; Washington (85 Oreg.) Republic to Kettle Falls, Washington Kosmos to Lester, Washington Lyle to 32 Mi. SE,of`Randle, Washington Northport to g Mi. N of Northport, Washington Wilbur to Keller, Washington Yakima to 23 Mi; NE of Paokwood, Washington 2 Mi. SE of Carson.to_,Randle, Washington Wapato via White Swan to 15 Mi, N of Glenwoodr Washington Oroville to Chopaka, Washington Oroville to ~+,~ Mio.N of Oroville, Washington.. Hunters to Kettle Falls, Washington Tonasket to Republic; Washington Curlew to R®public, Washington Enterprise to North Star, Washington. Lind to Wilbur;.Washington Warden to Lindp.Washington.- ~ .T. Othello_ to 13 Mi. S of Othello,, Washington Interstate line, Washington portion issued separately. i ' APRIL - U. S . DEPARTMENT OF COMMERCE Environmental Science Services Admirxistration Coast and Geodetic Survey Index of Lines of Cot7tz•ol Leveling for the 6TATE OF WASHINGTON The numbers shown on the Control Leveling Tndex Mope have not been placed on all of the lists oi' descriptions and elevations of bench marks published by this Bureau. The following tabulation is f'or the convenience of persons making use of. our vertical-control data in correlating the unnumbered lists with the index maps. The numbers prefixed by the lettero AP have been assigned to short lines of levels to airports. The Control Leveling Index Maps iseued~by this Bureau are: prepared on a state baois and line numbers are aeaigrted nrbi+.rarily without regard to numbers assigned to lineo in adjoining ste.tea. An interstate line usually has a different number in each et,zte. For thin reaoon, in orderin(; leveling data it is neceeBary to give both the name of the otate and t;he nwnber of the line shown on the index map or list from which the number was obtEiined. Ilccrzuse the editionn of the varlouci 11t;hographed lists are'emall, ,requests for levelin{, data should he )cept; to a minimu+n conoi-at,ent with the iln~e3i~a~ts needs of the uoer. Furthermore-;, thin will best ~ervc3 the interests of the users since these lists are revived at rather frequent j.ntervaJ.,3 j.n order to keep-them as nearly up to date `- an poooible. ,.. Number Linc `i'it].e I 1 Ahe.rdeen to Twin RiverFt, kJ;znh.ington nariizn to Drew:zter., Z•lnrhi.nl;i,on 3 Aiir..tcxn to Ifarz•int;ton, War,hi.n;;ton h A).m.1rr.,. to Nenpc.lo,n, t•ln;;hlnl;t;on Dcverly June tl on to Quincy, 41a,ohington (~ Dlaine to Scat:tlo, Warihinf;ton "l Mo_l,ton, F1F~uhinl;ton, to M.iclway, Dritish Columbia ~3 Dovi].1, Idaho, to Palou~+e, Washington (8 Idaho) 9 Dunce to Corfu, Wa:~hington 10 Duz•lington to Anacorteo, Washington 11 Dune, Mont., to 1'aoco, Wauh.~ (16 Mont.).(10 Idaho) 12 Centralia to Auburn, 1•lashinJ;ton 13 Centralia v~.a Aberdeen, to Raymond, Washington 14 Chehalis to Raymund, l•lashington 15 Clarkston, Waoh., to La Grande,~Oreg.* (31 Oreg.) 1~ Cle Slum to Dlolson, Washington 17 Coamopolis to Grays River, YJashington 18 Coulee City to Davenports Washington 19 llavenport to Spokane, Washington 20 Ellenoburg to Columbia River, Washington 21 Fruitland to Pullman, Washington 22 Hood River, Oregon, to Vancouver, Washington (8 Oreg.) 23 Kelso to Altoona, Washington 24 Kruse to 5.4 bii. SE of Concrete, Washington 25 Laurier to Spokane, Washington * Interstate line; Washington portion issued separately. USCOMM-ESSA-ASHEVILLE • 2- Number 26 27 28 29 30 31 32 - 33 34 35 36 37 3$ 39 k0 I+l-A l+l-B ~~-C ~! 2 4 3 -_ 44 45.... 46 47 48 4~ 50 5~ 5? 53 5! ~~ ,.58 59 do . 61 62 63 61{ 65 66 67 68 69 70 71 72 73 74 75 ' t. ~ i d x~p,~,y~,~p et Centrnt Lr~,n~d~ .~ ` STATE OF WABHIIlQ'1'Oq ` Line Title Pendleton, Oregon to Clarkston, Washington (~g Oreg.) Napavine via Koamoa to Tacoma Washington Newport to Chattaroy~ Washington Omsk to Springdale Washington Orondo to Coulee City Washington Pasco to 3 Mi. W of Waitsburg~ Washington Palmer to Monroe Washington Peahastin to Everette W~.shingtgn - Portland~ Oreg. to Cen.tralia~ Waeh.~ (89 Oreg.) Repub~,ic to 11 M3,. N of Keller Washington ~ . 5 M3., W of Pysht to Neah Bays Washhington Rainier 'Qregon~ to Kelso Washington (92 Oreg.) Riparia to Connelly Washington Grand Fork's British Coltzmbia~ to Lauxiert Washin toss Sandpoint Idaho to Marcus-~ Washington (46 IdahQ~ Seattle to Eaetony Washirg~t:on Eaatcan to Ellensburg- Wa~hingtcn _ . Ellensburg to Wallula~ Washington Shelton to 11n.ngor, Washington Bpokane~ Washington, to_ hewiston,_ Idaho (52 Idaho')__ -~ _ _ - Tekoa, Wacrh., to St. Regis, M:,nt.* (102 Mont. ) (S5 `IdgliO~:-- - Twin Rivera to Olympia, Wuehin~rton Uricno to lIn.dloclc, Waohington Vcrnitit to P;J.leneburf;, Washington M.Ldwny~ Britinh,Colunibia, to Curlews Washington Wa11a Wa].:la to Wallula., Washington Waruen to Mctbton, Washington 2 Mi. N of Wenatchee to Connell, Washington Winonrt to Wt~itoburr, Washington Toppenish to White Salmon, Washington 4 Ma. E of Iiehpner-Jct., Oregon, to Mabton~ Washington Mot~t)t of Grattd Ronde River, Waehingten~ to Troy OregOII Beverly to 2 bli. SE of Priest Rapids, Washington Wa1l.ula, Washington, to Fendleton, Ore on (117 Oreg.) Btggo, Oregon, to Wallttl~t, Waohington ~85 Oreg.) Rcpttblic to Kettle Falls, Waohington Koomos to Lester, Wuahington Lyle to 32 Mi. 5E of Randle, Washington Northport to y Mi. N of Northport, Waehic:gton Wilbur to Keller, Waohington Yakima to 23 Mi. NE of Packwood Washigton 2 Mi. SE of Carson to Randle, Washington (lO~ Oreg.) Wapato via White Swan to 15 bii. N of Q1enWOOd, Washington Oroville to Choplka, Washington Oroville to b.6 Mi. N of Oroville, Washington Hunters to Kettle Falls, Waohington- Tonaaket to Republic, Washington Curlew t'o Republic, Washington Enterprise to North Stars Washington Lind to Wilbur, Washington Warden to Lind, Washington Othello to 13 Mi. S of Othello Washington +~ .Interstate line; Washington portion issued separately. 4 Number Line Title. 121 3.1+ Mi. SW of Nighthawk to .Winthrop, Washington 122 Walla Walla to 1.0 Mi. E of Lamar, Washington 123 Ice Harbor Dam to Lower Monumental Dam, Washington 1~~ Plymouth to Pasco, Washington (formerly part of 99 Wash.) '125 Mussy Rock to 12 Mi. SE of Morton, Washington Nun,hr:r Linc 't'itle: AI` 1 N.toqual].y to Ft. Lewio and G~•ay ric].d, Waai~.ington (t;ce Line .12) Line 12~ (Se t hi A1' ~ e on n~; Olympia "to oly~~l~1~ nr-ny ~nir Ficld, Wno A1' 3 Colvi.llu to Colville Alrport, Wc+nhingtoa~~(See Line 25) AI' h cr ti'nrlc Airport, iJnr.hlnt,ton (See Line 25) Dr.cr T'nrk to pc ~[' j . ~ l,li . J of 'Tncomn to blcCtrord l~Fh, Wnr,hin6ton (See Lane 27) 27) s Li A1' G ne ee d hli, 6 of 'I'tico,nn to Piucller-llurkina Airport, 41o.nhin6ton ( Al' 7 r'1'hrntn to li~hratn Airport, WaohinCtun (See Line 51) (bee Line u~) t hi W M © on ae ng Colle6e Place (Wc+lla Walla) to ldartin Field, A}~ cJ }larrinCton to }Iarrir~Gton Int, Field, 4laohin~;ton -(See Line 21) AP to LnCrouor. to L~~.Croooc Int• Field, Wnnhin(;ton (yen Line 52) A1' Af 11 12 Aicnd to f•lcnd Atri+urt, 1Jnal+ln~ton (See Line 25) OLuyd to t•lonce L~+lcc A~•my Air Hr~nc (floe' Laroer. A.~'a), Washington (lase Lino 51) Ap 13 12 }11. W uf' Sl+okr+nc to Spokt+ne Army Air :'field (llo++ Fairchild Al~D)~ Waohington At' 14 (6ce Line 19) Sunny++idc t,o Sunnyulde Airport, Washington (Sea Lines 50 hnd 96) Ap 1j Wilber to Wilbur AS.rhoi•t, W~ohin~tun (See Line 14) A1' .lei Not need (:tee L•tne 5~) AI' Al' 17 10 Not un~d (ice Line jl ) Wrtlln Wni1n to Wnlln Walla Gi,ty-Co!rnty Airport, WashinLton (bee Lina 2G) A1' 1~) Wcnritcher> to Faucher A~.rport, Wnehin6ton (See Line 51) A1` 2p Wenrxtchce to 1'nnl;born Airport, Washington (See Line 51) Index of Linea of Control Levelln~ for the STATE OF WASHINGTON Number Line Title 76 .Pasco to Ringold, Washington 77 Wahluke to Beverly, Washington 78 Eltopia to Ringold, Washington _ 79 Ringold to Wahluke, Washington _ 80 Connell to White Bluffs, Washington 81 Morrison to Ephrata, Washington 82 Morrison to 4 Mi. S of Quincy, Washington 83 Lowgap to Morrison, Washington " 84 Vantage to Lowgap, Washington 85 Beverly to Corfu, Washington 86 Coulee City to Coulee Dam, Washington 87 Ontario, Oregon to Lewiston, Idaho (104 Oreg.) (68 Idaho) 88 Morrison to Wheeler, Washington 89 Curlew to Danville, Washington 90 Vicinity of Seattle, Washington 91 Renton to Duvall, Washington 92 `- Granger Area, Washington --- ---~-~-_~-- - - 93 Vantage Area, Washington 94 Wenatchee Heights Area, Washington 95 Attalia to Eureka, Washington 96 Hanford Area, Washington ' 97 San Juan Inland, Washington 98 Kiona - Paterson Area, Washington 99 Maryhill to Plymouth, Washington (USE) 100 Pasco to Lower Monumental Dam, Washington 101 Riparia, Washington, to Lewiston, Idaho (USE) (87 Idaho) - ~02 Troy Area, Idaho and Washington (95 Idaho) lo3 Colton to Wawawai, Washington X04 Colfax to 1.9 Mi. E of Pomeroy, Washington 105 4.6 Mi. SE of Anacortea to 2.8 Mi. S of Clinton (Whidbey Island.), Washington ' 106 Delaney to Starbuck, Washington 107 Dodge to Jerita, Washington 108 16 Mi. NE of Ilwaco via Ilwaco to 2.9 Mi. SE of Chinook, Washington 109 1.7 Mi. S of Manchester via Vaehon Island to Tacoma, Washington 110 Underwood to Peterson Prairie Guard Station, Washington 111 3 Mi. W of Spokane to 4 Mi. SE of Wheeler, Washington 112 7 Mi. SE of Moses Lake to Burke, Washington 113 Burlington to Riverside, Washington 114 Malott to 9.1 Mi. N of Malott, Washington 115 Ephrata to 8.3 Mi. W of Ephrata, Washington 116 8'.7 Mi. S of Odessa to 15.2 Mi. SW of Odessa, Washington 117 2.4 Mi. E of Twiap to Pateroa, Washington 118 Darrington to Index, Washington 119 2.2 Mi. N of Loomis to Ellisforde, Washington 120 3.5 Mi. SE of Conconully to 17 Mi. NW of Conconully~ Washington NOTE.--See AP's on page 4. . on reverse side) sties ~ Park, 2lJt~' feet ~; ^ete bridge ever Little ~~ ~txmp at a store, 1~2 fet~t rest °eet east of the acting about 10 inche~ above ~rolzrd . ~ .356 meters or lU2 . ~~`~ 1~ feet .) we m.a not nave a rod with a target avail.~-~ble so rail faux li>'x3s 4ritrl two different instrtunertt men. The thousandths were estimated by the' f nstrum.FSSnt man when he read tho rod of level Point B. S. N.1. F.S. Elevat.lon kemarlis Old mar 2. 2 10 797 102.87 1st lino --! `~ c; anon 1 New mar 2 680 1;0.17 2 60 10 .0 ' 2 8 0 102.877 Old mar 8 l0 1 102 8 2nd line-~-Gleason Ne>wr mar 6 lA 6 2 68 0 0 _ - Old mark l~ 8 102.87^ - -----_-` -- ld mar .8 2 lA 70b 1A2 87 1st line-~Tansen lew mark 10 6 0 1fJ 0 6 ola mark 861 102 87 _ mar . . 102.87 2nd ~ lane --Jansen ~-- ew mark 2 2 6 8 2 88 0 ~tion of netr mrk 2.770 102' 1.3 males north along U. S. Highway 101 frcra :~}uilcene, Jeffer:~on Couirty~ at. Wildwood Parks 330 feet south of the concrete abutmer~r o~''~he concise e ov}ar "little Quilcene Rivers lA8 feet south of the motel of1'ic ~E~• E8. ENGR, _ build3.ng, 32 feet west of the centerline of the hi}~w~y and 3 feet - REFER ,r? w _ _ _ __ west of an electric pourer pole. A standard disk, stamped x'102.670 ENGIIIEcR ~ (~ G ],5 RES~,T 1966" and set 3.n the tap of a 1~"Xl.t" concrete post ors ~;~~~~: ~` - pro~eating about ]A inches above ground fr; •,, ~~,,~ . ~~ia~ --+ /r> . .~,.:, 1. ~ ~ ~IIiCe Eaiguicar USW~-DC 11145:?•i'ti December 16, 1965 U. s Coast and Geodatic S Weshington 2~~ D, C, Attn: Section of Leve Dean S Tan order to re~,~a the approach of +caunty road N~,, 8d to P~Smaxy Mate High~~ N~#• :Q ~.t ta~1,11 be naaessery to x~rmcv+e C de a S H+~nah Mardc G»15a ~,93i,, .g?D• We are Soll„owia~ the prod as set forth wider ++Rslocation . __,~_-.~ off" B®anh ~I~rlcs" ~ spew Publiaa~:ac~ No,~ 2'6 CONPR.OZ IEVEL~G, , " Herewith ere 11:~-vtbbing of the dfsk and $ marked copsr of your ~' .. 1f,st ide~ntif~-ing this ~ Mark. { sincerelye EDWIN A, ~CI~R County s~3anear EAB/~d er~cl~. ~,~~ PLACE LIST DF DESCRIPTIONS FOR LINE 105 DATED MARCH z;, 1v53 VERTICAL CONTROL DATA PAGE N0,",' 27 Pl7BLZSHED AND PRINTED BY: by the 105 WASH. U.S, DEPARTMENT OF COMMERCE Coast and Geodetic Survey COAST AND GEODETIC SURVEY SEa"IEVEI onT~m ov 19[9 NOVEY$PR 1960 WASHINGTON D. C. Line SPUR LINE TO FuRBES POI'1'P DESCRIPTION OF BENCH MARK Designation 9 (NAS) State {7a shiRgton County Island Nearest town Oak Harbor County Zsland Distance and direction from nearest town 1.15 miles east • Character of mark Bronze Disk Stamping Established by WhidbyIslard Naval Air Station Public 'ttorks Detailed description 0.6 mile east along Pioneer Way from the post nffiee at Oak Harbor to the maim gate of Whidb^yIslard Naval Air Station seaplane base, thence 0.35 mile southeast along Maui Avenue, thence A.2 mile south along Coral Sea Avenue, at the intersection of Tulagi Avenue, 86.4 feet east of the southeast corner of hrri ~rl;nv 20, 65.8 feet northeast of the northeast corner of building 21, 51.1 feet north- xest of the Northwest corner of the concrete foundation for fuel prmtp 314, flush with and at the center of the intersection of the avenues, and set in the top of s concrete post. " DESCRIPTION OF BENCH MARK pesignation Tidal No. 3 State Washington County Island tJcarest town Oak Harbor County Island, Distance and direction from nearest ;own 1,4 ~',es southeast Character of mark $rarze disk Stamping NO 3 1951 Established by p, S, Coast and Geodetic Survey Detailed description 0.6 mile east along Pioneer ''Vey from the post office at Oak Harbor to the main gate of YJhidbeyIsland Naval Ai Station seaplane base, thence 0.35 mile sartt:east along Maui Avenue, thence 0.2 mile south along Coral Sea Avem~, thence 0,25 mile salt along Tulagi Avenue, in the top of the southeast corner ~ the con- crete base of fuel oil station No. 306, about 110 feet west of a rockfilled approach to the Naval Air Station pier in.Crescerrt Harbor, 122 feet south of the center line • of the aveniie, 17.0 feet north of the northeast corner of a 4^ by 5 foot concrete mare*.ele, and 9botrt level with the avenue, DESCRIPTION OF BENCH MARK Deslcnztlor Tidal No. 4 State >'Fashington Ccunty Island . . ,.., . .. Cak Harbor County Island ":'-,n f.o•^ nearest town 1.4 miles. southeast <• r' .",:',c Bronze disk Stamping NO 4 1951 U. S, Coast and Geodetic Survey I',ec: do _rip;'en 0.6 mile east along Pioneer ~iay from the post office at Q31c Harbor to the main gate eY VhidbeyIsLand I3aval Air Station seap~e base, thence 0.35 mile sov~heast along L:aui Avenue, t~~tence 0.2 mile south alor~ Coral Sea Avenue, thence 0,25 mile east alon^ Tulagi Avenue, at a sewage disposal plant, in the top of the southeast corner of the concrete wall of a se~arre clarifier, 60 feet nest of a rock- fiiled approach to the 17ava1 Air Station pier in Crescent Harbor, 25.2 feet east of the southeast corner of building 47, 162 feet northwest of the center line of a groveler? road and *,he tauter of a gate across the road, 4,3 feet north c£ a 6-foot- high mesh-w;.re fence, aztd about level with the avenue. DESCRIPTION OF BENCH MARK Desir;na!ion Tidal No, 2 St:rte Wa~t3ngton County Island Nramst brv+n Oak Harbor County Island DisL~nce and direction from nearest town 1.5 miles southeast Character of mark Bronze disk Stamping ~ 2 1951 Established by II. 5, Coast and Geodetic Survey Det:u!cd dcacri{Y.ion 0,6 mile east along Piomar Way from the post office at Oak Harbor to the main gate of the i~hitlbglsland 13ava1 Air Station seaplane base, thence 0.35 mile southeast along Laui Avenue, thence 0.2"mile south along Coral Sea Avenue, thence 0.35 mile east along Tulagi Avenue, 115 feet east of and across the road from the east end of s 40-foot wharf, in the top of a concrete-filled black pared bollard ~o3ecting about 2 feet above the ground, 76,0 feet west of the vrast end dY the Naval Air Station pier in Crescent Harbor, 31.4 feet west of the northwest corner cd a 7- b3' 13-foot concrete Rater-brain basin, 26z feet south of the center line of the road, and 25 feet south of and about 7 feet higher than the high-Rater line. DESCRIPTION OF BENCH MARK Designation Tidal No. 1 State Washington County Island (r'carest town pak Harbor County Island Distance and direction from nearest town 1.5 miles southeast Character of mark Bronze disk Stamping NO 1 1951 Est. Llished by II. S. Coast and Geodetic Survey Detailed description 0.6 mile east along Pioneer iTay from the post af£iee at Oak Harbor to the main gate of PdtidbeyIsland Naval Air Station seaplane base, thence 0.35 mile southeast along Maui Avenue, thence 0.2 mile south along Coral Sea Avemie, about 40 yards east of the east end oP a 40-foot wharf, Tn the top aS ~ bdncrate Y111ed black painted bollard projecting .about 2 feet above the ground, ~ ~'et rent oY fife west end of the Naval 4ir Station Hier at Crescent Harbor, 56.5 ~~~~ rest of the aorth- west corner of fuel valve shacY, 347, 50,$ feet northwest ~ anal across the road Yrom a 7- by 13 Moot concrete water-drain basin, 25~ feet north of the center line of the marl, 252 feet south of and about 7 feet higher than the high hater line. DESCRIPTION OF BENCH MARK Cesi~naticn BASE (13AS) State Y3ashington County IaLsnd Nearest town Oak Harbor County Island Distance and direction from nearest town 1.2 miles mutheast Character of mark ISOn bolt Stamping Established by ;~ti.dtpyIsland I3ava1 Air Station Public Yiorlm Detailed description 0.6 mils east along Pioneer Vey from the posh o~iee at Oak Harbor to the main gate of YSridb;yIslaad I3ava1 Air Station seaplauei base, thence D.35 mile southeast along I:,aui Avenue, thence 0.25 adle south alcitg Cbi~al Sea Avenue, 9n the crotch of the~tY' formed by the 3unction of the Yorks 5R Cbra1 Sea Avenue (the averrue leaps arotmd and connects back to this point), 235 Ye~ ~quthwest of the center line oY the southeast fork, 100 feet southeast of the ce~tki^l~ie by the southwest York' 2,4 feet northeast aP a witness post, about 4 feet 2Y~c0r thatx the southwest fork, and set is the top oY a concrete post pmSectdng^ b:6 foot above the ground. DESCRIPTION OF BENCH 14f/~f'~K Designation A 344 State Washington County Island t~.eare=_t to;:n Oak Harbor County IeLarid Distarce and dL-ection from nearest town 1.5 miles southeast Character c` mark grope disk ~ StampingA 344 1952 Es;=tis ~~.ed ~uy D. S. Coast and Geodetic Survey Deta~'e~~ descript~.cr. O,b mile east alarg Pioneer i7ay fray the post office at Ca:: Harbor to the main gate of {'di.dt>°yIsland 13ava1 Air Statist seaplane base, thence 0.35 mile southeast along t`zni Avenue, thence 0.25 mile satwh along Coral Sea Avenue, tksnce 0.2 mile southeast along tip southeast fork of Coral Sea Avenue, thence 0.1 wale twast along Tc:ser Road, 8.5 `set norihwes?: ~ the northwest comer of the control tower of the seaplaxe base, in the tee of the west edge oY a 5- by 5-foot maahcSe xith a 2A- by 2~-feat steel cover, srd about 1 foot above the ground. R£PLACEB LIST OF DESCRIPTIONS FOR LINE 105 DATED MARCH 23, Io53 PUBLISHED AND PRSNTED BY: U.S. DEPARTMENT OF COMA1ERCE COAST AND GEODETIC SURVEY WASHINGTON D.C. DESCRIPTION OF BENCH MARK VERTICAL CONTROL DATA by the Coast and Geodetic Survey SEA~LEVEL DATUM Uf 1929 Designation 20 (NAS) State Washington County Inland Nearest town Oak Harba¢> County Island Distance and direction from nearest town 1.4 miles southeast Character of mark Iron Bolt Stamping 20 established by WhidbcyIaland Nasal Air Station Public Works Detailed description 0.6 mile asst along Pioneer 'h'ay from the post office at Uak Harbor to the main gate of WhidbeyIsland Naval Air Station seaplane base, thence 0.35 mile aoutheast'along L4su1 Avenue, thence 0.25 m=1e south along Coral Saa Avenue, thence 0.2 mile southwest along the southwest fork of Coral Sea Avenue, at the 'Y' ,jurxtion of a graveled road leading north, 49.6 feet northwest of and across the road from a 3-foot concrete pipe projecting l~ feet above the ground, 39>0 feet southwest of the center of the function, 23 feet west of the center line of the road, 8 Peet north of a sign reading "SPEID LIMIT 25 KTTRS", 0.8 foot undergro-,s~d, and set in the top of a concrete past which is encased in a 6-inch steel pipe with a cast ixvn cover. DESCRIPTION OF BENCH MARK ~esignatlon 1B (NAS) State Washington County Island dearest town Oak Harbor County Inland Jis?once and direction from nearest town 1.9 miles southeast ~hara~ter of mark Iron plug Stamping stat•I~:.hed by Whidbey Island Naval Air Station Public Y'lorka ' Jetai:-c(de;.cripdon 0.6 mile east along Pioneer '/r'ay from the post office at Oak Harbor to tt;a main gala of Yliaidbey Island Naval Air Station seaplane base, thence 0.35 mile e:,:u'«haast along Kaui Avenue, thence 0.25 mile south along Coral Sea Avenue, thence ^.'7 mile southwest along the southwest fork of Coral Sea Avenue, 8 feet ^,outh of the :::car cf the ,}unction of a py.vate driveray leading east, on the center line of the ar:a:us, 51.8 feet southwest of the southwest corner of a rfiite F.ouse, 42~ feet scuth- ~s3t cf a power ~.e pole, 23.2 feet west of the southwest corner of a r.-iLite picket - ,:re, O.5 foot below the av~ne surface, and set in t`.r: top of a concrete post ocJ.oh is encased in a b-inch steal pipe with a cast i:.:.; cover. ??ESCRIPTION OF BENCH MARK >esir: ., C.o:~ 7,? (plAS) Sia!e Washington Couniy Island • ..:;nr'~ Oak Harbor Couniy Island _. _. .rc1 di: er,tion from ne«rssi town 2,0 miles southeast " " rt`~" k Iran] bolt Stamping ... ' ::v Whidbcyls7snd Naval Air Station Public Works ' r.!r't'°n 0.6 mile east alo:yc Pioneer Y,~y from the post office at Oak Harbor to ::.~iYA gala of Wl:idb°„ Isls.nd Naval Air Station seaplane bass, thence 0.35 mile i.eaet alc..ng i:sui Avern~, thence 0,25 mi1.e south along Co=.1 Sea Avenue, thence r..5?.e sazk•hwast aloatg the southwest fork of Coral Saa Avenue, 154 Faet south of *..lr.r. ;x+utteast corner of a large lumber-storage barn, E~ feet west of the eenver :.~ of the xwnua, 7 Yeet east of the center oY the Brest ditch of the avenue, 0. `not Foel~x the avenue su.:faca, az~ set ixx. the top of a concrete post rehich i.s en- ca~d, by r,. b. .;nab steel pipe with a oast irc?n cover, DESCRIPTION OF BENCH MAR'sC =es ~ 1fF.C'i R.K. I State Washington County Island . . -..n Oak Harbor County Island ,. arcc±!ort irmn nearest town 2.2 miles southeast ' of O1?'' Brosaze reference-mark disk Stamping R K NO 1 1951 Est.: ed k,'/ L'. S, Coas°a and Genetic Survey ~- ~ cec':c- !'' 0>6 mile east along Pioneer 2;aq from the post office at Cmk Herber to the main gate of ;•h:dtr-; la7.ard J+ava1 Air Statim seaplane base, thence 0.3,5 mile south:ast along b'aui. Aven::e, thence 0,25 ai:.e south alc;~ Ccr„1 Sea Aveau~, thence i.0 mite srnt'r,:rest alor~; the scaih~+pst for Y. cf C•oral Sea Averu®, about, 4?;"J yards northwe~ of triangulation-sta:ticn ;:.AYIi),,. 2 on Fortis Foi,:t, a'.:+aL~ S fret noz~h of the top of a i.0-feet-high bluff, 7.:55 feet ~L~?t oil' the cE~nter line ca' t-ha xc..d, bi.l feet west of triangulation statio:; !:AVY, about 3 fee;, lor:sr than tits *.oad, and sat in the top a s conrret2 pest ___~• rith t..° ~aa;~: DESCRIPTION OF BENCH MARK PACE N0, 28 105 WASH. Nov~sfft 7960 De=i,.n;,tlon NAVY St.ric 6t1ashington CnuntY Island . .. .; t..,.. pak Harb~ County Ia]and Die'. ~~ncc ::nr,' dirrc tivn arum nr.vcst tai 2,2 mi7ea eontheast Ch;.:,:r,"r' °` r: ~,:~., Bronze tri,angulat ton-station disk Stumping NAVY 1951 C~•.:'.141~c:', Ly U. S. Coast and Geodetic Survey ' u!;•,i.„ O.b mile east along Pioneer ';;ty from the post office at Oak Harbor to the main gate nY nhidFa;;vlsland plaval Air ;)lotion seaplane base, thence 0.35 mile southeast along L'svi Avenue, thence 0.25 rdle south along Coral Sea Avenue, thence 1.0 wile southwest alor~ the southwest f,~rk of Coral Sea Avenue, about 400 yams northwest of triangulation station KAYiC:R 2, about 8 feet north of the top oY a 4D- foot-high bluff, 132 feet south of the a rter ]ins oY the ivad, about 2 feet lower than the =»ad, and set in the top of a concrete post flush with the gz°gacl, DESCRIPTION OF BENCH MARK Deroi,~n::;ion KAYLCLR 2 R.K. 1 Strrte Ys shington County Island N ra: eat n,~::o pak Harbor CoontY Ialaxti Dis .,nee ::nd direction from nwrost town 2,4 mi Ina eoutFa vet Cb::.rac,:: rd mark Hronze disk Stampings, 1t4YLCR 2 1924 Fa t.: i.fi,hc•i i>y p, S. Coast and Geodetic Survey Dr:.!L~,l ~,-:-ol('•tion 0>6 mile east along Pioneer Ytay Yrom the post office at Oak Harbor to the main gate of 75tida.~Island naval Air Station seap]ana base, thence 0,35 mile southeast along L'aui Ave:tue, thence 0.25 mile south along Coral Sea Avenue, thence 1.1 sites southwest alor>c, the southwest fork of Coral Sea Avenue, thence 0.1 mile southeast along a track road, on Forbes Point separatic>3r Oak Harbor and Crescent Har- bor, in the top of a 12- by 1O-foal balder, set at about a 45~-degree angl» to the hori.ortal in the southwest side of a boulder, about 0,1 mile south of Coral Sea Ave- nue, 244.6 feet north of triangulation station 1.tA%LOR 2, and about 3 feet higher than the ground, DESCRIPTION OF BENCH MARK Cesi~n<:tion 1dA`YS.OR 2 State Washington County Isl.asd Nearest to++n Oak ktarbar County Island Cis tt, nee and direcli~.:, from nearest town 2.4 miles eoutheaat Character c` mark Bronze triangulation-station disk Stamping }dAYLOR 2 1924 ~stabf ;'nr.: i:y U. S. Coast and Geodetic Survey Ceti H.d dean iptlor 0.6 mile east along Pioneer i•!ay Prom tlx post office at Oak Harbor to the main gate of 'irhid]r.+islani t7aval Air Station seaplane base, thence 0.35m31e scu~heast along Maui Avenue, thence 0.25 mile srn?th along Ccrsl Sea :trenus, thence l.l. miles sothwest along the southwest fork c'f Coral Sea Avenue, thence 0.1 mile southeast .along a track road, on Forbes Point separating Uak Harbor and Crescent Harbor, on top of and 3 feet north of the edge of a 60--foot-high bluff, 244 feet <r.-~h o.f a urge lone bcv_lder projecting about 5 Peet above the ground, 81 feet pas'r.,~f the east one of too steel posts supporting a sign, and set in the top oY a cone*_°ete post pro~ectivg 0.2 foot above the grocmd, = `~ F~ LIi~'~ DESCRIPTION OF BENCH MARK Designation CD$t.L (NAS) State Yashington County Ie]atd Fk~arest ?ovm 0~ Hy~~. County' Islaal Distance and dire Ctien 4uro nearest ?own p,S mile EE.at Character of mark Bronze disk Stamping CGRAL Es',a~:lished b, ',`Saidbey Isla.v? Na~.:7. Aix Statics Public Works C e~';:i'e„ ~'es:ripicn 0.6 mile east along Pioneer ~.:=..y frca the post office at Oak Harbor to the lain gate of Yc~bcyIsiard tlsval Air Station seaplane base, t>zence p.2 mile east along ::idxay Boulevarl, in the ce:rter cf the brn;levazti directly opposite the middle entrance to a gage ccncreta building (S,:itd., - .,}j, i~ line rrt„ t;;e center lice of Coral ;yea Ars.^.ue 7R.ading south, 2 (.4 .feat .^,r. t,±. `t o2 t.;a ::Ler cf t,ha scasth face of a 6-fo-~:-him concrete ret.aisir~ wall. 0.3 for 4. ;^: ca' ti,e •':rnylr -„-v: stu'Pace, and set u. ttxs tun cf a co:tcr^te Tx'et xhie:h .s F.. Ca^a[' :~. a c ..,.-, ;ast-+xoyt p.i.ne with a e rs: iron cover, • REPLACES LIST OF DESCRIPTIONS FOR I.1xE los naTED xaRCx 23, 1953 VERTICAL CONTROL DATA PAGE No. ; 2s PJBLISHED AND PRINTED BY: by the U.S, DEPARTMENT OF COA7MERCE Coast and Geodetic Survey 105 WASH. COAST AND GEODETIC SURVEY SEA LEVEL DAT~JM or 1929 NOV);yBPR 1960 WASHINGTON D,C. Line 5.-- 1,K Mi. E of Oak Harbor to 6,6 ?3. E o. Dhk H:mbor DESCRIPTION OF BENCH MARK Designation DIISE State Washington County Ialard Nearest town yak Harbor County Island Distance and direction from nearest town 1.8 TT{rPS east Character of mark Bronze triangulation-station disk Stainj,uig DIY,E 1951 Established by U. S. Coast and Geodetic Survey Detailed description 0.6 mile east along Pioneer Flay from the post office at Oak Harbor to the main gate of Ydtidbep Island Nava]- Air Statism Seap]arra Base, thence 0.35 mile southeast along DSaut Avenue, thence 0.65 mile northeast alagg Torpedo Road, theme 0.1 mile northeast along Midway Boulevard, thence 0:1 mile southeast across country to the shore line of Crescent Harbor, on the top of a 30. by 10-foot earth-filled dike, 33 feet north aT and about 9 feet higher than the high water line, 5~ feet southeast of the seater line of a track road on top of the dike, 1.2 feet northeast of a witness post, and set !a the top of a concrete post pro3acting 0.2 foot show the grnuncl. DESCRIPTION OF BENCH MARK Designztion PIKE H M 1 State Washington County Inland tdcarest town yak Harbor County Is land is;ar.re and direction fivm nearest town 1.8 miles east Character of mark Bronze reference mark aisk Stamping R M NO 1 Estzbf.shed by U. S. Coast and Geodetic Survey Det,~L•d description 0.6 adle east along Pioneer Way from the post office at Oak Harbor to the main gate oY Whidbey Island Naval Air Station Seaplane Base, thence 0.35 mile southeast. along Maui Avenue, thence O.oS mile northeast along Torpedo Road, thence 0.1 mile northeast along ldidway Blvd., thence u,l mile southeast across country to the shore line of Cresent Harbor, on the top of a 30. by 10.foot earth filled dike, in the top of an embeded boulder, 54.6 feet east of triangulation station DIKE, to feet north of and about 9 feet higher than the high water line, 25 feet south- east of Lhe center line of a trackroad along the top of the dike, about 1 foot . higher than the track xvad. DESCRIPTION OF BENCH MARK Jr-'-r.i .n RI, - BQDi:AY (NAS) State >rashington County Island .._ ... -•-.vn •Ufyk Harbor County Island .. ...... ~ ~!i-ect~cn (rem nrzrest hewn 2,5 miles east .c cr or n-,ark Bronze disk Stamping g4 _ ~Dµ;Ay ~+`,lir.r~ec i y :Ynidbey Island Naval ,Sir Station Public Yforka Detaib~d des: r'~;.t'~:-, 0.b mile east along Pioneer ~Jiay ffom the post office at Oak .yarbor to the main gst.e of 'bv.dtey Island ;naval Air Station Seaplane Base, thence 0.35 mile eont:. east along yaui Avenue, thence 0.65 mile northeast along Torpedo Road, they re U.oS mile east along Midway Blad., on the center line of the Blvd., about 120 Peet north oY the north shore of Cresent Harbor, 63.8 feet rorthesat of Lhe northeast carnet of a 8- by 8-foot concrete tide catch basin, 27 Peet northwest of the west one of s row of orange and white painted 1Sght poles, 0.2 Foot below the surface of the H1vd.,.and sat in the top ofa concrete post which is ercaeed by a 6-inch steel pipe with a casi iron cover. ' Line, r, DESCRIPTION OF BENCH MAR Dc:.i~n;aion 114 + 1Q UWAY (NAS) St:;e Washington Coup y Island. :. ,,..::n Oak Harbor Ci~un;y Island Di:4,:nee .n,d direction t. ,in nr~rrst tu.vn 2.8 miles east n.:rk Brass disk St:unpiRg llq - MILWAY cst:i~ll:1hod~iry Whidbey Island Naval Air Station Publio Works Do:.:I:~~i ~.;,~~.n;p;io~i0.b mile east along Pioneer Wqy from the post Office at Oak Harbor Lo the main ga to of the Khidbey Island Naval Air Station Seaplane Base, thence U.3$ mile southeast alonq Maui Avenue, thenco 0.65 mile northeast along Torpedo Hoad, thence 1.2 miles east along ldieway Blvd., on the center line of the Blvd., about 125 feet north of the shore line of Uresent Harbor, 50.6 feet southeast of the southeast comer of building No.37, 29•o feet southeast of the center of the north end of a 12-inch coneretepipe culvert, U.2 foot below the surface of the Blvd., ana set in the top of a concrete post wnich is encased by a b-inch steel pipe with a cast iron cover. DESCRIPTION OF BENCH MARK Dc-.~-•n;r ion Ak.16G H Y 1 St,:ic Washington C::unIY Island F; ~:, n-at ;, wn Oak Harbor County Ie]and Di;.L,nec :end direction 4um nearest town 3.0 miles east Character r.( mark Iron Bolt $ta piping EstakJfshed by Whidbey Island Naval Air Station Public Works Doti.i!cd descr'q;tion0.b mile seat along Pioneer Way from the poet office at Oak Harbor to the main gate of the Whidbey Island Naval Air Station Seaplane Base, thence 0,35 mile southeast along kaui Avenue, thence U.65 mile northeast along Torpedo Road, thence 1.35 miles east slang Midway Blvd., at the eouthwoat comer of a triangle formed by the "T" ,junction of Solomn }toad, 44l feet northeast of power 11ne pole No.3026, 28.9 feet Best of triangulation station AY1d0, 15.0 feet north of the center line of the 'Blvd., 12 feet southeast of the center line of the northwest side of the triangle, U.4 foot below the surface of Lhe ground, and sit Sn the Lop of a concrete post. DESCRIPTION OF BENCH MARK Desicn;.;inn Ab'~0 State Washington County Island Kearest :o::n Oak Harbor County Island Distance and direction (turn nearest town 3,0 miles -east Chzrc;=r o. mark Bronze triangulation disk Stamping AI'.MO 1951 Establai,ed ty U. S. Coast and Geoeetic Survey Detzilcd description U.6 ffile east along Pioneer Way from the post office at Usk Harbor to the main gate of the Whidbey Island Naval A.ir Station Seaplane Base, thence 0.35 mile southeast slang lfavi Avenue, thence 0.65 mile northeast along Torpedo Road, thence 1.35 miles east along Midway Blvd , in the center of a triangle formed by Lhe r'T" junction of Solomn Road, in the tog of as embeded granite boulder pro- jecting 1 foot above the ground, 148 feet rest of the center of a 6-foot high gate across the ,31vd., 46.9 feet south of the aouthxeat corner of a 6-foot high mesh- wire fence, 29•G feet north of the center ]ins of the Blvd., 27 feet southeast of the center line of Lbe northwest side of the triangle, about 1J~ feet higher than the Blvd.. DESCRIPTION OF BENCH MARK Designation LINE State i(iashington ~ County leland {leave=.t :ov:ntJak Harbor County 1s]aad G;=;arss and d'vertion {rem nr;arest town 2.7 miles northeast C•,zrz::er of mark Bronze triangulation station disk S:zmping LINE 1951 ='z~,lle'"e'b U. S. Coast and Geodetic Survey u=...,;_ .eseri_ticn U.b mile mat along Pioneer Way frog the poet office at Gak Harbor tc the main gate of the "trl'idbep Island Naval Air Station Seaplane Base, thence G,35 mile southeast along Maui Avenue, theaceU,bS mile north along Torpedo Aos.d, thence 1.35 miles east along 2.'idvc^ay Blvd., thence U.5 mile north along Solocmn road, thence 0.25 mile asst a~ong Cres..ry*_ 4iarbor Goad, at and inside of the north fence and property line of the Naval Air Station Seaplane Base, 70~ feet south of the center line of the :road, 21.9 feet south of a b~-foot high barbed-wire fence and property line, 2.5 i'ee~t east c_" a vr.t:ness post, about 2 feet lower than the road, and set in the tap of cw;.c're't~ po~:p~~;:rojw•ting 0,5 toot above the grt:und. R£PL°,CES S.IST DF DESCRIPTIO??S FGR LINE 105 DATED MARCH 23, 1953 PUBLISHED AND PRINTED BY: U,S, DEPARTMEIJT OF C06ih1ERCE COAST AND GEODETIC SURVEY WASHINGTON D,C. DESCRIPTION OF BENCH MARK VERTICAL CONTROL DATA by the Coast and Geodetic Survey SEA~LEVEL DAT~JM OF 792? Designation LII71E R: d. 1 State YJashittgton County Zehand Ncarest town Oak Harbor County Ie]and Dicta oce and direction from nearest town 2,7 miles northeast Charctr.r of mark $ronze xaference-mark disk Stamping AO 1 1951 E s;,,idl::hc:.l Ly U, S, Coast and Geodetic Survey Detall: d des,-: ip;lo,: p,6 mile east along pioneer Play 3Yom the post office at Oak Harbor to the main gate of Y37idbgyIsla77d ISaval Air Station seaplane base, thence 0.35 mile southeast aloes L4aaui, Avenue, thence 0.75 mils northeast and north along Torpedo F,azd, thence 1,35 miles east along Midway Boulevard, thenco 0.5 male north aloes Sclo~n Road, thence 0.2 mine east along Crescent Harbor Road, at the north fence and propertc line of the seaplane base, 43.8 feet northeast of triar7E,ulation sta- tion L?1u~, 45 feet south of the center line of the road, 3.5 feet north of the property line Sence, about 1 toot lower than the road, and set in the top of a caz- crate post pro~ecting 0.4 toot above the ground, DESCRIPTION OF BENCH MARK Drsi_naiion ]$(, + Jdm7RT (NAS) Siatc i7ashington County Island Id;::,,-c~c+. town Oak Harbor County .Island Ui::;;nt~e and direction from nearest iom-n 3,6 miles east Char<:cte, n; ma,'n Bronze disk Stamping 1~.{. LSIDtiA.Y E> ah!I~ned by idv^"slbey Island Naval Aar Station Public Piorks L%c;:. ::': descrp;k,n D.6 mile east along Pio7~er t'!ay from the post office at Oak Harbor to J.`,s ^a;,, gate of tho YLvid>ry =stand Naval Air Station seaplane base, thence 0.35 mils utheast al,o7~ 7:aui Aven7x, thence 0.6 mio northeast alor~r Torpedo Road, thence Z,L" miles east along Pfi.d7vay Boul.evazd, at the rTr ~unetion ~ a gravel road leading r;orth, in the north edge ~. thc~ ba•,tl.evaxd, 1,35,0 feet cast of the appr~clmate cen- -i° of the Jw-7ction, ?.O~ feet eo7.theast of a telephone pole, 17k feet south of the ;;:rcod..~ate canter of the ncr+_h ditch . ~' tte boulera.J, 8,0 feet north of the center Gf tl:e i:~uierii~i,v,3 lust: uelor. ii.e s*__ace c ih" .~ow_ ~ set is the top ... a ccu7oi.~`w post ed:~ich is ~icased by a 6-inch steel piue with=a cast iron cover. DESCRIPTION OF EENCH MARK Cii2Ti State ~sshington County Islam T artw:,• County Is]aTri :dn: t ,, 4<4 miles east Bronze tx3angulatia-7-station disk S:~rnping CRES 1951 '=~ U. S, Ooast and Geodetic Survey -" . , . ~:' 0.6 mile oast along Pioneer ttiy from the post office at Oak Harbor to ', i-.e :v-.9n gaze of t're t:4:.ir1~7v Island idaval Air Station seaplane base, thence 0.35 ~:+le :+o:rt.^oast aic:7g t'.a:7i. Avenue, Chance 0.6 mile northeast along Torpedo Road, :.-::.:se 2,& r~i-ea e:,st alc:ig Lidway Baulevar3, in the top of a large embedded grants aau1;:.:r r'rr,,':e~,i'~g about 1 loaf above the gm7m-d, on the east side of a small clear ,::~,, ;.ti 1. fzet ncrtf7 ~ p-rer 1:.S7e pole 424, with a gt>vv mire, 1,36 feet rarth of the -. li:€ o.". the botie~,Y~;?, °5.3 feet sc•~xtheast of the southeast corner of an a]ti ~..., ;;~::. 't.:+m, and about t: fect hiFyrer than the boulevard. DESCRIPTION OF BENCH MARK GP_SS R.;.!. 1 S yashi.~^tor, C'oumy Ialarxl . ... Ca}: Y.arbor C..:.^;: Isla*.d _ ,. '.;,n 4.4 miles east ._.- ~ .~ ~. ^~ Ernrze,~reference--ark disk S+ampin~ ??r.; ?-0 1 - ... t Y U. S. Coast and ^AodeticBtu'vey ~ . L~, ..',:; dc.: rlp; ^r: 0.6 mile cast along Pic.-x`er tiny frog the ps>t office at Oak Harbor to 'che rain. gate Of the :~~.idh%rT91a.~ ;'.awl Air Station seaplane base, thence 0,35 mils souheast alox>r; 1'aai, f :~e;r.7xs, tita-7ce O.n ^ile norti7e.~st along Torpedo Road, thence 2,8 miles east alo+~; l.:i-d7^ay $ovlr.i~a-3, ii7 tits top of a s:~7ll e;,,bed;:ed granite haalder, in the northeast ecr.7er of a s--a.l,'; c:;.c~:;_n,-, 258 feet rc^t,hast, of the center ?_~.-ee of the boulevard, 1?2.2 feet rcrt^ea ~ of tx.,a:;g~.Li.aticn-siatiar. Onr"~.', li;i,5teet northeast of the nortk;east corr:er of ar. old a'auz9~ned ba;.7, DESCRIPTION OF BENCH MARK PAGE rvu, 30 l05 WASH. Nt,vErl$>~ lgbo De~~~n:::ion POLI~L (USED) c•,;r 'iashington County Island I,<::-~st t :.n Cak Harbor C:~,n,ty Zaland D::. ,..:....,,d din=^cr:„n f„•„, ,.. ,. c;t ~., ::n 5.7 rdlea east Ch,r,~tc~ o' ,.,;irk Zron plug St:,ml,in.q Eci;,i.iizimd Ly U. S. P,rrw Corps of I:nginecrs Dci:J'~~r.i ,:; ;.u ~;ei:"' 0.6 mils east along pioneer 7;ay from the post office at GaY. Harbor to the main gate of tho i:i7idb:y Island l:av~1 Air Station seaplane base, thence C~.35 rte so7tl:east along Is17]i Aroenue, thence 0.65 mile northeast along Torpedo Road, thence 3,1 r..iles east along Liidway Boulevaxcl, thence 1.0 mile southeast along s gravel ivad (Dutch Ifarbor Read) to the extreme south end cS Polnell Point, on the h„hest cart of the point, on the top of an 80-foot-high vertical bluff, 70 feet southeast of the center line of the south end of the road, 31~ feet south of a 36- irch triangle-blazed Yir tree, 25x feet west of a 12_i7ych triangle-blazed fir tree, and set in the top of a concrete post projecting 0.2 foot shore the ground, DESCRIPTION OF BENCH .MARK Dcsiynr,ticn FOL'°s"I„L R.Td. 1 St;,te ~$shington County Island Ab.:rcrt r:,•:n Oak Harbor County Island _.~.., ...d direction iron nearer; t ,vn 5,7 miles east C!-_.ar;cr n, :nark Brotu-.e reference-arY. disk ~~ Stamping 1S0 1 POLi'L3S, USas'D Esiai;Gsi;cd a)' U. S, Coast and Geodetic Survey 19~+ 1944 Dc;a~lyd des crlptiu, 0.6 idle east along Pioneer :'~y from the post office at Oak Harbor to the main gate of fl7idl~.Islarsl Ifaval Air Station seaplane base, thence 0.35 mile soot}east along jai. Avenue, thence 0.65 mile northeast along Torpedo Road, ther7ce onlthme hs ee t ~o~ Iidway $oulevrsd, thence 1.0 mile so•,xth along Dutch Harbor Road, >~'7 part and the extreme south end n£ Polnell Point, on top of an 80-Yost-. high vertical bluff, 2is feet north of the edge of the blufi', 21.9 feet north of tri- aa~ ~i.,tion station FOII*..~' '., (iBrr'D ), g~ £eet south of a 36-inch tz-:ar7~.e.-blazed Yix. tree, a:ai set in the top of a concrete pmt projecting 0,2 foot above the ground, DESCRIPTION OF BENCH MARK Dcsi„^.ra ~,c:~~ PO?,i:^,7,L 3.LI, 2 Sure Yeshington County Island nearest tv.:n (yak Harbor G..,:nt; Island Gis;a nc? .~ :; d!rec;i;n irr~rn cearest :own 5,7 miles east Ct:ar:,cier c' mark Bronze reference-mar}; disk Stamping SO 2 POll~,L TJS~ e.sialal:.d by U. S, Coast and Geodetic Survey 1921+ 1944 Ceta'.~~e::'de:c~:y.;ion 0.6 mile east along Pio.:eer 'ay Srom the Host office at Gak Harbor to the txin gate oY ~37idt:ylsland Piacal. Ai.r Station. seaplane bass, theme 0.35 m?le southeast along I:aui Avent~, thence 0.65 mile northeast along Torpedo P,oad, thv^,ce 3.1 miles east alor~ ki.d 4y Boulem,_rd, thence 1,0 mile southeast alor Dutch Harbor Road, oa the highest art and on t're e<ctreme south end of Pelrell Poi. L, 11 feet north of the edge of as 80_foot-hiv~t vart_cal bluff., 1.4,9 feet east of txlan6tilation station. POi:~,L, 10° £eet narthTm.s~ cf a 12-inch triat~ele-blazed fir treo, and set i+r t..c taY c.. a c,,,,,,rr;,a post rrojeci;.:.;< O.1 fact above the ground, F13D bF Sri11~E. u FILPLRCES LIST OF LESCRIPTIONS FGR LINE 105 DATED MARCH 2j, 19$3 PUBLISHED AN» PRINTED BY: U.S. DEPARTMENT OF COMMERCE COAST AND GEODETIC SURVEY WASHINGTON D.C. PAGE NO, 31 105 WASH. NOVF,HBPR 1860 Line 6: • • DESCRIPTION OF BENCH MARK VERTICAL CONTROL DATA bythe Coast and Geodetic Survey SEA~LEVEL DATUM OF ]929 Designation D 344 State Yashington County Island Nearest town Oak Harbor County Ie7ard Distance and direction from nearest town 5.2 miles east Character of mark Bronze .disk Stamping D 344 1952 Established by II. 5. Coast and Geodetic Survey Detailed description 0.6 mile east along Pioneer Way fmm the post office at Oak Harbor to the main gate of YhidYtyIsland Naval Air Station seap]ane base, thence 0,35 mile southeast along Maui Avenue, thence 0.65 mile northeast alor~q Torpedo Road, thence 3.6 miles east along 3iidway Boulevard, at a curve of the boulevard, 207 feet east of the appraYia]ate center of the ~Yr Junctio¢] oS a dirt lam leorling east t,, a faro- house, 94.4 feet southeast of the southeast corner of the farmhouse, 24:~ feet south- east of the center line of the drivevtay to the farmhouse, 1.7 feet north o2 a Senca post, 1.6 feet east oY a witness post, about 1 Soot loner than the boulevard, and set 1n the top of a concrete poet proSecting 0.5 foot above the groutd, DESCRIPTION OF BENCH MARK Designation E 344 State I'deahingtm County Ialaad Nearest town Oak Harbor County Ialard ' Distance and direction from nearest town 6.1 miles east Character of mark Bronze disk Stamping E 31~, 1952 Established by U, S, Coast and Geodetic Stawey Detailed description 0.6 mile east along Pioneer i7ay tYom the post office at Oak Harbor to the main gate of Whidb~yls],and Naval Air Statiaa seaplane base, thonca 0.35 mile southeast along Maul Avenue, thence 0.6 mile northeast along Torpedo Road, thence 4.4 miles east along Midway Boulevard, theme 0.1 mile east along a dirt road, set vertica]1y in the east Yace of a 10-foot-higtr embedded boulder, 72.6 feet west of a triar]gttlar blaze on a 36-inch Sir tree, 17 feet north of the ceatar ]3ne of the road, a~ 2.6 feat above the grot]rd. DESCRIPTION OF BENCH MARK •:I;~naiicn F 344 State Washington County Island , ~;:rest town Oak Harbor County Is].aad Distance %:nd direc?ion from nearest town 6.3 miles asst Character of mark Bronze disk Stamping F 344 1952 Established b: U. S, Coast and Geodetic Survey Der::i!od description 0.6 mi]e east along Pioneer Wsy Tram the post office at Oak Harbor to the main gate of Fd]idteyIslaat Na+ral Air Station seaplane base, thence 0.35 mile southeast along l;at]i Aveats9, th~]ce 0.65 mile northeast along Torpedo Road, thence 4.4 miles east along Midway Eovlevard, thence 0.3 mile east along a track road, in Yront oY an old wooden shack overlooking the entrance to Sl~git Bay, in the top nY oY a 2- by 3--foot embedde3 granite boulder, about 60 yards aorthsrest and about 18 feet hi,gt]er than the high water lire, 88,2 feet north of the north corner of a beset] cottage sad about level with the top of the roof, 61 feet west of a power line pole with a gqy wire sal transformer ~ H 1906X, 23.0 feet south of the northeast ceo- • her o° the old wooden sk;ack, 9 feet west oY the cazrt.er line of the road, sal about 1~ rr+v ; above the grot]-rd. DESCRIPTION OF BENCH MARK tiro Tidal2 State Yashington County Island r:.:;t ;„ern Oak Aarbor County Ialaal C.-:cure a:v1 direction from nearest tovrn 6.6 miles. east C'r.'-.r;:c;:r o! n:arF: Bronze disk Stamping Id0 2 1939 a:.ll;,h:--d r;y II. S, Coast and Geodetic Stsvey _. ~',•:~i d•;;cri,C:n~ 0.6 mile east along Pioneer ~~y from the post office at Oak Harbor to the ,^.iiia gate of i~hidb6ylslaai I7ava1 Air Station seaplane base, tbence 0.35 mite sent: ]east along Maui. Avenue, thence 0.65 mile northeast along Torpedo Road, thence 4.4 miles east slor]g L'idway Boulevard, thence 0.6 :u.+le east along a track road, is the top oY the northwest corner of a !r by 4.~tovt concrete tide catch-basin, ],32 feet south of a power line pole xith two guy wires at a right-angle ttsn of a po].er ]lrrea 65 feat west of and about 5 feet higher than the higY]~rater mark, lb feet wsst of the canter line of the road anti the canter of a wooden bridge, and ab,•Rrt, 3 feet higher tFan the road, DESCRIPTION OF BENCH MARK Designation 'Tidal 1 State tashington County Island N r:rr~st tov:n Oak Harbor C,unty Ie]aal Di;t.,ncc and direction from nearest town 6.6 mi]ee east Chorartcr oS mark Bronze disk Stamping NO 1 1939 E.~t;rLli,i,~d I.Y U. S. Coast and Geodetic Stu•vey D~;.:i!;•d ,;~~s,ri! ;i,.n 0.6 mile east along Pioneer Yday from the post office at Oak Harbor to the ~i.n gate of i'd]Sdirylelarul Natal Air Station eaap]ane base, theme 0.35 mile southeast along Maui Avenue, thence 0.65 mile northeast along Torpedo Road, thenoe 4.4 miles east ala~]g Midway Boulevard, thence 0.6 mile east along a dirt road, on the inside of a right,angie curve, at the remains of an old abandoned ferry larding, lbl feet north of the northeast carnet of a ema11 xooden bridge, 55 feat rest oY and about 3 feet higher than the high rater mark, 36.8 feet northeast of a power lino pole with txo gap wires and at a rigk]t-arygle tam of a power line, 12} feet west of the center line of the road, 3,0 feat southeast of a witness goat, and set in the top of a concrete poet ptro~ecting 0.5 foot above the ground. Line 6.-- 3.i ;a. 11 ::1' Oak Harbor vi.9 NocY,y_ Point Picnic Grounds t~ l.$~pi. N o:' Oak :Ir;rbor ~- DESCRIPTION OF BENCH MARK Gesl~nation B j State Washington County Iglu F. carol?tov:n 08k Harbor County Ie]8td Disiance end direction trorn nearest tovm 3,3 miles northwest Char;.c;cr of mark Bronze traverse-station disk Stamping g 3 1952 EstaLiished by II, S. Coast and Geodetic Stavay Detailc~i desc ri p;ion 0.4 mile zest along Pioneer Way from the post office at Oak Harbor, thence 2.7 miles north alor]g State Higimay 1 D, thence 0.2 mile we et along Clover Valley Road, an the tauter line of the road, 138.5 feet southeast cB a Yira hydrant, 50 feet southwest ~ a telephone pole, 29# Peet northwest ~ power ]Sz» pole 57.4, 0.5 toot below the stsface of the road, and set in the top of a concrete poet trd]ich is encased in a 6-inch cast iron pips with a cast iron cover. DESCRIPTION OF BENCH MARK Designation B 4 S;ate Yashington County Ial.arui P:esres; town pak Harbor County Ie]aai Dis;znce and direction from ne.zrest town 3,5 mile4 northwest CharzC,er et n,zrk Braze traverse-station disk Stamvin8 B 4 1952 Estzbiished by II. S. Coast and Geodetic Survey Dot;: i'~ed description 0.4 mile west along Pioneer Yay from the post office at Oak Harbor, thence 2,7 miles north along State Highway 1 D, thence 0.4 mile west along Cl.wer Ya11ey $oad, at the Sanction of the center ]fines of Clover Yallsy Road atti an asphalt road leasing southeast, 92 feet west of a gavot ]jne pole, 43 feat southeast oY a telephone pole, 0,5 foal below the stsface ~ the road, aa3 eat im the top of a concrete post encased by a 6-inch iron pipe with a cast iron cover. DESCRIPTION OF BENCH MARK Designs;ion B 5 State riashi.ngton - County Island Neares?town Oak Harbor County Island Distance and direction from. nearest town 3,6 ffilea northwest L"haracter of mark Bronze traverse-station di ak Stamping B 5 195: Estzblished by U. S. Coast and Geodetic Survey De;ailed description 0.4 mile rest along Pioneer Yap tmm the poet offlee at Oak Harbor, thence 2.7 miles north along State Highway 1D, Lhence 0.5 mile zest along ::lover Fwad, at the 3t]t]ction of the center lines of Clover Road and s graveled told lead- ing south, about 45 yards northeast of the northwest corner of a wd]ite house, 3L7 feet acuth of the property line fence of Ault Field of Pihidbey Island Naval, Air Stst,_on, 29 feet north of paver line pale AP-^<-4, 2b3~ feet south of a telephone pole, 0.5 tout below the s~sface of the road, and set in the top of a concrete pc at which is encased by s E:-inch i_c.n pipe +s~th s cast iron cover flush with the. surface of the rrt:uttd, REPLACES LIST OF AESCRZPTIONS F'GFc ilNli 20, LAT1•:D kARCH 2j, iyy3 PUBLISHED AND PRINTED BY: U.S. DEPARTMENT OF COMMERCE COAST AND GEODETIC SURVEY WASHINGTON D.C. DESCRIPTION OF BENCH MARK VER T iCAL CONTROL DATA by the Coast and Geodetic Survey SEA~LEV EL DAT:JM OF 1929 DesCnation TIMHE:t State P6~rington Coun!y Island Ne^rest !own Oak Harbor County Island Disi;:nrF: ar;.! direction from nearest fawn 3,9 mTleg IIOrthwast Char:~.caer r! mark Bronze triangulation-statics disk St,mp'~nE TILBtB 1951 Est.:bllsnoi i:; II. S. Coast and Geodetic Survey f;etnil<~d uc:~cr it,tion 0.4 mile west along Pioneer Itay Prom the post office at Oak Harbor, thence 2.7 miles north along State High::ay 1 D, thence 0.5 mile west a1anC Clover Valley Road, thence 0.3 mile south aloxy; a gaveled road, on top of a hill olsr- lookins Ault Field of Yrtlidby Island 1Java1 Air Station in a clearing, 59.5 fet,t north_ west of the northeast corner of a radar building, 57.E fo_t north of the noYh~st comer of the radar building, 52 feet north of the earth one of two antenna pales, and set in the top of a concrete post proye,cting 0.5 foot above the ground, DESCRIPTION OF BENCH MARK D=s);n;;fnn TIttBE@ R.M. 2 State Washington County IeLsrrl iJr;vcsi town Oats Harbor County Is]aid Di;r~r~,ce and direction from near,=st town 3,9 m3,],ea northwest -: ,-rr r+i m;,rk Brenza rafarence-msrk disk ~ Sian ping NO 2 1951 Eet.,i,li:::~:ed by U. S. Coast and Geodetic Survey ...:' ~ dc-;.~~~!:~;,:: 0.4 mile west along Pioneer Play from the post office 'at Oak Harbor, thence 2,7 miles north along Scats Higlxcsay 1 D, thence 0.5 mile west along Clover i/:,flap Road, thence 0.3 mile sotxth alort a graveled road, on top of a hill over- .,.=oking Ault Field of !"+lidby Island Naw.1 Air Station, in a clearing, ]25.5 feet ..~1°ih of the aorthnast corner of a radar buji~inn, 71.0 Sew, north of triang.:,it's ;tetian TP.5:i?, ]3 feet so:iiheast of the edge of the o.earirg, aff1 set in the top oY Caaerete post pro,jectiag 0,6 foot above the grormi. DESCRIPTION OF BENCH MARK Dn TI1S-ii~.'R R.td. 1. St,t!;; Y~shirtgton County Island !Sak t±arbor C.curty Ialacd i,an ircro nc . , , •n,n 3,9 miles northeast ,,,'k Bronzo referenca_mark disk St.xn•pinp PA) 1 1951 U. 5. Coast au3 Geodetic Slrrwy - "'"' 0.4 mile :~~st slang Pi~saer i'fay from the post oftica at Oak Harbor, ,;:~rn.^e 2.'i miles north along State Highway 1 D, thence 0.5 m::le ;test alms Clover "_S itc:d, ttx:nce C.3 mile south along a graveled read, ca tcp of a t.;tl o1ar. 'cyri;;r~, t.:ilt Field of 1;:3r+.by Islax;d Naval Air Station, in a clear^,,tlg, 97.9 feet ^.c°,i;•~sst op the no;-ttlwc:st corner of a radar building, b4.S fzet veest of tria..C,u- ;,cti.a:l ystation T1~;!9c'3, 3 feet scutheast of the northwest edge of ttx clearing, sad s:t is the tcp cf a Concrete post projecting 0.7 Yoot above the grol~.d. DESCRIPTION OF BENCH MARK E 5 State Nashington County Islarrl . ~. ~ Gak .Etarbor Cc::nty Island :. .;xer , . u _., .veto 3,8 miles northwest r. Hr'nnze traverse-station disk St;n,pine B 6 1952 . L'. :.. Coast and G•:odetic Survey r '''' "' 0.4 ~<;1e vent along Piouaer ;4ay from the pest office at Osk Harbor, thence ~2.7.miles north rl.c;;s ::"..tte Ri,~xur~ 1 D, thanes 0.7 mile wasp: vise; Clo;nr Y>lley Bead, at the 'T' ',u;cti.o-1 of the center lines of Clover l%aL'tly °c+a:3 and t„ngle±* Bdr•levruv.', 61.0 feet e~ithcact of the southeast corner of Ault Field 'r£'tid- t:aven Club b,:i1yL`rys, 0.5 foot bel..,,~ the eutace of t,ho rosd, and set in the top of a concrete post enca~sd by a 6-inch iron plps with a cast free Dover. DESCRIPTION OF BENCH MARK PAGE *!G, ; 32 IO$ WASH. N~VEMEPR 1960 De:.i~n::Sinn YrSS R.M. 2 ~....._ waehingtoa CoumY Ielaa<1 t ;• .. Oak Harbor ;,oumy Ie]s~ .. ; cirrction tom n, .,r, _, , v+n 4.1 miles northwest . Bronze reference-mark disk St;rrnping Nn 2 1951 ~~ ~~~ U. S. Coast and Geodetic Survey i:. : ,;.~: ~, ;.,~: 0.4 mile we at along Pioneer lYap 1Y em the post cffice at Oak Harbor, thence 2.7 m;lPs north slog, State Hi~lwsvy 1 D, thence 0,7 mile we et elasg Clover Valley Aoad, thanes 0.2 mile north along Langley Boulevard, thence 0.1 mile east aloe an asphalt road, about 90 yards northeast of and across the road Prom the officer's mess hall at Ault Field 103'g teat north of the center line o2 the err.. trance road to the mesa hall, 103 feet southeast of paver 1Sna po]s 9e3, 77,8 coat south of trian3+'iatirn-statim LESS, about b teat highor than the station, about 4 feet lower than the road, and set in the top of the not-theast corner of a 5- by 5-Soot concrete box enclosing a gate valve. DESCRIPTION OF BENCH MARK Dasinn4on LtF.SS Stutc Washington County Island ii:;::r.:a to:=,n0ak Harbor County Ie]acd Di~;:nc¢:;nd direction imm nw+reel!oum 4,1 mile8 northwest Charo~..;~:-r rd n-~. ~.rk Bronze triangulation-station disk Sta mpinr, t,¢:SS 1951 Est:dJi,'~v~; i.v U. S. Coast and Geodetic Survey Drc~lb i !b;~.c r,; •~"~ 0.4 mile west slang Pioneer FSay from the post nffieo at Oak Harbor, thence 2.7 mss north aloes State Highway 1 D, thence 0.7 mile west along Clover Valley Road, thence 0.2 mile north along L..nglep Boulevard, thence 0.1 mile east aloes an asphalt road, about 120 Bards northeast of and acrvas the road from the officer's cress hall at Ault Field, about b5 yards north of a road, 30.1 feet south of a 7-foot-hi+;h mesh-ccire fence, 87 feet vest of poTrer line pole 9A3, 1.8 feet north of a witness post, about lA feet lower than the road, and eat in the tap of a concrete post projecting 0.4 foot above the ground, DESCRIPTION OF BENCH MARK Des; nation H 7 ~ S!are YJaettStgtor_ County Ial.turd ,. ;,-cst to::,, 0ak Harbor Cwr;y Is]a~ D';fan.:e :-rC ~ re;.Lcr. `~,:m ner,n;r' ;own 4.D miles northwest :;er ... - ~ •,.rk Braze traverse-statics disk Stamping B 7 1952 lie i,ec b~ U, S, Coast and Gecdetic Survey Gr-. . ~'c; de.<c•i~,;i~r. O,4 mile west along Piomer Way from the post office at OaY. Hartror, thence 2.7 miles north e1csF State Highway 1 D, thence 0.9 mile west along Clover Valley Rcad, 1b3 Peet southeast of the southeast corner oY a broTm log building, 35.4 to=t so:rt:rrrrest of the SCllthTRSt corrxr of a white apartment house, 38 Seat north of the center Line of the road, lb feet northeast of the center line of a g':x:':e;i road Heading to a large Parking lot, 2,6 feet northeast ~ a witness post, abo,.~. lezel with the road, and set Sn the top of a concrete post, and 0,2 Scot undergrcrmd. DESCRIPTION OF BENCH MARK Dessraiicn H 8 =!e fYaahingtan County Island tJ earvst to•.:n C31c H~~. :aunty Island Dis'.sn^ an ~. .~-. r. `nom nezres::_.... 4,3 micas northvast Chzrz:;.~e r,:rk• Bronze traverse-station disk Stan,pw8 B 8 1952 E'.a!~:i:she.: ~~y ti. S. Coast and Geodetic Survey r:;:i' .: esc: i,' ,r• 0.4 mile west along Pio~er Ray from the post Mice at Oak Harbor, theses 2,7 zriles nc~h alo^,s :`ta+,e Higtw~.y 1 D, tharce 1.2 miles west along Clover Valley Rcad, at the +T' function of ~ asphalt road Leading north, 11.0 yards soath of a ticlite house on a small ..ill, b7 feet scutt:east cd the center of the ~uuction, 65 feet aolztt'. of and across the road .fxoa, +:c~;r 1i1x3 pole 018, 25.E feet north oL a fence, 42~ feat south of the renter lizrF cf the ro;d, 2,0 feet Test of a witness post, abr,:t levrol with the road, asd Best its t;;^.e trrp ~`; a Concrete post flush with the b:.;~W =. • • REPLACES LIST OF BESCRIPTIOHS FOR LINE 105 DATID MARCH z3, i95j VERTICAL CONTROL DATA PUBLISHED AND PRINTED BY: by the U.S. DEPAirTi•;ENT OF COi~7N!ERCE Coast and Geodetic Survey COAST AND GEODETIC SURVEY SEA~LEVEL DATUM OF t929 WASHINGTON D.C. DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT .~ SP Extra Foresight No. 11 State 4fash3ngton County Ielaal Distance and direction from bench mark Hear B 8 Detailed description Sttrfaee of the aenter line of Clover Valley Bond at the rTr ~uoctlan d the center line of an asphalt road leading myth, DESCRIPTION OF BENCH MARK ` Designation 8 9 State Washington County Island Nearest town Oak Ha3•bce' County Ialatd Distance and direction from nearest town 4.7 miles northwest Charecte.r o4 mark Brcme Lraverse-station disk Stamping B 9 1952 Established by U. S,Coaet cad Geodetic Survey Detailed description 0.4 mile west along Pioneer Nay from the post office at Oak Harbor, thence 2.7 miles north along State Highway 1 D, thence 1.6 miles west along Clover Va71vy Hoed, at 1gti,dtep Islatd Naval Air Station shotgtm range, 90 feat east of the canter cQ the rYs 3tmcticm of a gravel road entrance to the range, 78.6 feet east as the southeast corner ~ a s,r.jirt~,rg, 66} feet west of power line pole 029, 33 feet north of the seater.line ~ the read,2.3 feet south cf a witness post, about level with the road, and eat in the top of a concrete post protecting 0.1 foot the grotIId, .c~. t DESCRIPTION OF BENCH MARK Designation B l,0 State Waehitgtoa County Ialard Nearest town Ong I]grbor _ County Ielatd Distance and direction from nearest town 4,9 miles northwest Character. of mark BKa]Ze traverse-station disk Stamping $ 10 1952 Established by II. S. Coast std Geodeti^~ Stu•vey Detailed description O,4 mile nest along Fioneer Play from the post office at Oak Harbor, thence 2.7 miles north along State Highway 1 B, thence 1,8 miles west alcmg Clover Valley Road, at a 90-degree curve, at the *T+ ~tmetion of a graveled xosd leadiryg aorthn»st to Rooky Point Picnic Grounds, about 40 yards oast of a I?avy srrplar_e dttmp, 59} fast north•+rest of the center lfne of Clover Va71ey Road, 48 Yeet southeast of power litre pole C37s 10 feet east of the aporoaimate center of the zest ditch m'" the graveled road, b~ feat rest of the cettber 13ne of the graveled road, flush with the st±rfaoe of the road, end net iII the top of a concrete poet. DESCRIPTION OF BENCH MARK Designation FT.I'd? State ~ -6shingtoa County Inland .:e.rc;t lover, Oal: Harbor County Islatsi . ..._ ..nC dire+.icn from nearest town 4.9 t¢ilea aorthwa at ,.a:ar.:r-,~i „=ri: $rgrze triangulatiaa-station disk Stamping pSHB 1951 at~:~sn..J b~ U, S. Ceast and Geodetic Survey . , . ~:. ... :;,r, O.4 ~ _~:: ~.est alt.+gg Pioneer PFay iz~! the pest office at Oak Hazfior, t4et:cs 2.7 miles t:ox'4h along State Highway 1 D, those 1.8 miles west alaatg Clear r".~,'ey Road, at a right-eagle ttuv of the ra d, is the top ~ the southwest ~e of Saar concrete blocks spaced about b feel apart, 242 Peet northwest of the northeast corner of a Navy airplane dump, 12 feet east of the center line c'B a dirt road leading north from tine dump, about 69 yards north of the center line of a graveled road leading northwest of Rocl~ Point Picnic Gromds, aal about 1 Yoot above the grotmd. DESCRIPTION OF BENCH MARK PAGE N0. ~ 1 33 I05 WASH. NovPalHrx 1960 Lino b 4 Desir~nstion B ]1 S!atc Washington County Ia],and Nrarra! t.,+~;n Oak Harba¢• C+"~~"!y Island Ciet.:ncc oral dimction iron noarest town 5.1 t611ee northwe aE Character o[ ns:~k Bronze travatae-ataticat disk Stamping B 11 1952 E~.7.:blishcd iy U. S. Coast sad Geodetic Survey D t,,i'-•d iii;rri~.t~on 0.4 mile rest e1ot18 Pioneer Ytay txomthe pool office at Oak Harbor, therca 2,7 miles north aleng State Highvtay.l D, thence 2,0 miles southwest along Clover Va71ey Road, 0.2 rile north of the entrance to a golf course, 15.8 teet.eaet of a fence, ]b~ feet wed of the west face of a 10-foot cut bank, in the oentsr line of the road, 0.5 foot below the s,sface of the road, std set is the top oY a concrete post which is encased by a 6-iach iron pipe with a cast iron cover. DESCRIPTION OF BENCH MARK Designation B 12 State Yashington County Island Nearest town Oak HarbeQ Coim!Y Ielaad Dicta ncc anal dii c~ctinn trcm nearest 'own 5,3 zdle8 northwest Charac!craf mark Bronze traverse-station disk Stamping B 12 1952 Establisied by U. S. Coast at3 Geodetic Stn•vey Dc;,,i!c-~ description 0.4 mile west along Pi~teer P~,y iZom the post office at Oak Harbor, thence 2.7 miles north along State Highway 1 D, thence 2.2 miles eonthweet along Clooer Valley Road, at the rTr tunctien of an entrance to the Naval Air Station golf course, 0.25 mile north ~' traverse station B 13, 56 feet east of the canter of a gate acr_,as a road leading west, 46.3 feet southeast of the southeast earner of a white fro:.rc building (btr;lding ?28), 29.2 feet northeast of a fence ccaT.er post, on the carter line cf t!,e road, 0.5 foot below the surface of the road, and set is the top of a cotnretP post whisk; 39 encased in a 6-inch iron pipe with a cast iron cover. DESCRIPTION OF BENCH MARK Cesignation G^IP R.M. 2 State rgaehiagtoa County Zalaad ' !:rarest tc~+.'n 08k Harbor County Islatxi Distance and direction `rem nearest ;own 5,B miles northwest Gharacter o` mark Bronze reference-aark d38k Stamping Np 2 1951 Established 'oy II. S. Coast std Geodetic Survey Dc~z::cd ce scrip;ten 0,4 mile west along Pioneer :~wp from the poet office at Oak Harbor, ihen^.e 2.7 miles north along State Hi31'rt'xv 1 D, thence 2,2 miles southwest along Clever 4alley P.oad, thence 0.1 mile west along an aspha7.t road, thence 0.4 mile west along a dirt marl leading to Roclp Point Picnic Gx+otmda, at the west end of 20-foot-high bluff, about 90 feet east oY and abort, 15 feet higher than the high water line, 139 feet south oY the southeast corner of a brick barbecue pit, 33.3 feet east of triangulation-station CLF, 1.5} fact east of the center ljne of the road, about 4# feet west of the vr,:st c_,r, ~ the bluff, about 1 foot higher than the road, ats3 sat in the top ~ a concrete post protecting 0.4 foot above the ground= DESCRIPTION OF BENCH MARK Designation G07F B: r. 1 State washiagtoa County Ial.atui Nearest ;~ 'r Oak Harbor County Is]and Distance and dvecticn tom. nearest town 5,8 toilas northwe~ Character of mark goaye ieferettce-mark disk Stamping RO 1 19;. Established by D. S. Coast and Geodati~ Sm~wey Detailed descripticr~ p,4 mile west along Pioneer ~7ay from the post office at Oak Haator, thence 2.7 miles noz ~h along State Hig~hw3p 1 D, thence 2.2 miles acath+FSt aisr.~, Clover 4alley Road, t,*.anoe 0.1 mile west along an aspha7.t road, thence O.w r.3:a west along a dirt road leading to Rocky PoiTSt Picnic Ground a, at the west end of a 20-Pool-high b1uPf, abc±~ 20 parch east oY sad about ]$ Year higher than the huh water Line, 49,7 feet southwest of the southwest corner 4f a brick bare+;ne pit, 41,5 feet north of triaagn7atioa-station GOLF, 26 feet west of the center line a4 the road, about level with the road, std net la the too of a eeaerete post Plash with the gromd. REPLACES LIST OF DESCRIETIONS FOR LINE 105 DATID MARCH 23, 1953 PUBLISHED AND PRINTED BY: U.S. DEPARTMENT OF COMMERCE COAST AND GEODETIC SURVEY WASHINGTON D.C. DESCRIPTION OF BENCH MARK VERTICAL CONT~?OL DATA by the Coast and Geodetic Survey SEA~LEVEL DAT~JM OF 1929 Designation (•{ZIg State Washixtgtoa County Island N~carest town pgk Harbor County Is]a.n3 Distance and direction from nearest town 5 $ miles northwest Character o? mark Bronze triangulation-station disk St;impin.q GOLF 1951 Estatlished by U, S, Coast and Geodetic Survey Detailed description D,4 mile Brest along Pioneer i~yp frog the post nffiee at Oak Harbor, thence 2,7 lino north along State Highway 1 D, thence 2,2 miles so;t hnro st, along; Clover Valley Road, thence 0.1 mile roost alo:i<, an asphalt rvad, thence 0.4 mile west along a dirt road lesding to Roams Point Picnic Grounds, at the rest, end of s 20- foot-high bluff, about 20 yards east of aryl 15 feet hiChor than the hi;h w-itor ltr©, 38,7 feet south of the southwest cornor of a brick barbecae pit, 17~ feet r;~st oS the center line of the road, 2.0 Peet north of a witness post, about § foot hirr':er than the road, sad set in the top a% a concrete post pro~ectinp 0.2 foal above the gronrd. DESCRIPTION OF BENCH MARK Dasic;na?ion FII~R H.M. 2 State lYashlrigtoa County Zslarsl N oarest town0ak Harbor County Island ~hi:vr. •~ and direction irorn nearest Town 6,2 miles northwest Ct~:~~acter ct maik Bronze reference-mark disk Stampins FIt3Crit 2 1939 E ~aaL!i;~,ed by U, S. 'Coast and Geodetic Survey =t,i!~~d description 0.4 mile west along Pioneer 7iay from tho past affiw at Oak E.abor, \ t:rence 2.7 miles north alatg State Higbt',ay 1 D, thence 2.2 miles sout!-:rsst along Clover irtilley Road, thence O,l mile west along an asphalt roan, thence 0.4 mile •~~.y s~tg a dirt road leading tc Rocly Point Picnio G:otrds, thence 0.4 mile north ale; the beach, 3n the top of the most norther]y and large ono of tno prcmi.n¢ ~ OL`tCNyS ;.rotrtxling from the base of a 50-Soot-hib?: bluff out ;zxta the r2ter, at tkro ed~,=_ of the ~'igh water line, 13 feet roast of the Yoot of t':e. lr8f, 12.2 feat west of tri- angniation station FZNC~R. DESCRIPTION OF BENCH MARK .. .. ,n pl„t~'y Side -Pashington County Island .. .. Oak Harbor unty Island _... ...-., `ror•, ne.,r<^s' !~. b,2 miles northwest •~~ ~ Bmnza trian~alatiar-station disk St: mr r e :`Stv..~.H^' 1934 -... ~ U. S, Coast and Geodetic Srsvey -t.:1, :-J ccee~::~t!u" O.b mile vast along Pioneer itiay from the post office at Cz?c Hsoor, trrenco 2,^ mhos nortdr along Ststo Righaray 1 D, thence 2 2 riles sort hwt,st alczk; •C.lcver 'J~,.iiay Road, thence 0.1 mils west slor4q an asphalt road, thence 0.4 :.its Est s:i.ong a r.L~ti't toed leadirk, to Rocl~; Point Picnic Grohs, thence 0.4 mile nor;r alorh; the sltons oY .4dmiralty •alet, in tho teP ~ a 1ar6 st ono of tyro u.~atrat outer.., a astartd7sg out into rho :cater frr~ a 50-foot-High bluff, sad $ feet west a'L the foot of tl~.e hP,~.f, DESCRIPTION OF BENCH MARK .-.. .,ion Fi 13 State Kashington County Island ~:eerast town pak Harbor County Island " . ,,,ce and dhoctJon from na~zrsst ;own 4.0 miles northwest hen,-ter of manic Brame traverse-station disk St+mpL,g B >3 1952 tratr~hea by u. s. et>aat and Geodetic survey Detailed description 0.4 mile west along Pioneer ':.ay from Lhe post office at Oak Harbor, thence 1.4 miJ.es north slo.-tg State Highway 1 D, thence i.8 miles west alo.^.g a cotxty asphalt road, thence 0.1, mile north along Clover Fa11s; Road, 0.2 mile Beath cf the entrance to the Naval Air Statier, golf e:~:~b, in lits with a hat;v rEServ=t_er.fane., 32 feet north of a power lies pole, i9 feat yvc+Vt of the ce-:er ]ins aS t`.e ~s:aad; 3,5 feet north of s fence post, 1.4 feet so*_K:r. cf a witness po;,t, about ?. fe:.t :~.^:^;r ttu:.:, the. road, sal net Sn the top of a concrr.W past r a~ecting 0.2 foot :.b_nn the _c:'onnd, DESCRIPTION OF BENCH MARK PAGE No,~- 34. 105 WASH. NOYF7•BPA 196D Dcoi;~n:,;'„n B 11, St~~;~• Wa ahingtoa County Ielatd f.::no~' •..,.r. Oak Harbor Co::nti Island D!: ..•_~ ,n. .r r,.st : .•.n 3,9 miles northwe at `~~ ~ ~ ~ ~ ~ ~ Brcrxrtraverse-station disk Stam~•mr g ]k 1952 C"~r:~.c•''r ..~, .~,: U. S. Coast and Geodetic Survey ~• ~ ~ ': 0.4 mile rest along Pioneer gray Srom the post nftice at Oak Harbor, thence 1~.4 mLes north along State HSEhw'ap 1 D, tF.ence l..R miles rest slung a eormty asr`•a1t road, ti:cnce 0.3 mile north slo:tg Clover Fahey $oad, on the confer line of t!:e rc_'., on top of n hill, lla feet south of a power line pole with 2 trsc~sformera, 99~ feet r.~rth of the center of gate 32 and tho canter lirw of a load laadi~:g vest to a t:a'r; n~c:-vaticn, 21.e foot oa:.t of the reserrtion fence, 0,4 foot belor: the sur- face cf the read, and set 1n the top of a concrete post which is encased by a 6-.inch cast iron pipe with a cast iron coyer, DESCRIPTION OF BENCH MARK Desicn'.inn B 1$ State s~shiogtoa C.ounlY Ialaad t•:,.are~::~,..:n Oak Harbor G::unry Ialard D.• t..n-< ,:nd -tire..::.,:: L .n ..... ,,,wn 3,8 miles northwest Ch... .arc ~:r',c Bronze traverse-station disk Siampl B u 1952 - ~~~ U. S, Coact and Geodotic Survey -~ .-'~~_..± ;:.."~,,i-~~=~'~ 0.4 mile xc st along Pioneer y:ap from the post office at Oak Harbor, tt:ence 1.4 miles north a:cng State HSEhxay 1 D, thence 1.9 miles vest e].artg a crnmty asz.`alt rca~+, t:,.crce 0.1 mile nortY. along Clover Valley Rood, along a Navy reearvation `once Lr:~, 2.r~ fee-t northeast of the ceder of tY,e rT~ ~unctlon of a gravel road le;:din^ ~<_st to a house, 18 feet v,'est d' the center line oY the road, 1.2 foot north cf a fer_e oust, 2.2 feat scut!:r:est of a witness post, about level with the toed, and set in the top of a concrete post pro~ectinb 0.3 foot above the grorad. DESCRIPTION OF BENCH MARK Decigrai~~n B 16 Sta?e iYa ~tington County Islam s. ..,v:n Qak Harbor G,unty Islam r., ~ '"-~?'..,n 3.7 miles northwest C";:racer ark Bronzentraverse-station disk Stampi B lb 1952 J•+ U. S. Coast sci Geodetic Bravery --~- -~ ~~~ C.4nile west al~g 2ioneer y~y frvm the post office at Oak Harbor, thence 1.4 miles Werth aio.;; State Hif7':t+ay 1 D, thence 1.9 miles west along a wanly ae;r:>]-t road, ~at the rT' ~c:,ctic~ of Clever Palley Rrad 7aading north, 28 feet wael " the cs.^rer 13..~ r3 Clav'cr F~iey P.crd, 29 feet north of the center lice of the cow ,-, ro";l, 12.4 feet T.'E a a fence corer po.°t, 2.5 feet acuth o% a Navy resszd ~~tic. f~srce, 2,0 feet east of a witness post, about level with the road, sad sat in the t.'t: of a concrete pest flash with the grormd, C- ~T- ~ _h.i CTS? :~S DESCRIPTION OF BENCH MARK. - igr.a:!en B 1'f S:a?e S9ashington Candy Irlaud .ea•~e~t '.ov:n Oak Harbor Co r:!v Zslr..nd -.,--- c d;rE~:!on + . ^ezrar.:ov:r. 4,1 mdse aortSweat - r c- n,;:rk. Brcaze treverse-station disk Sta , U. S. Coast sad Geodetic Sw .ey "~-- - resri~'!cn 0.4 Wile we et alc:k; Pioneer i~a.y from the post office at Oak Rattner, t`~:enca 1 ~ miles ne:°th along ;'fate Hf.,^`-n ~y 1 U, '.`.once 24 mills west a7®g a cormty ss::^~lt road, or, the center 11ne cf tt:_ s::€3, 1I5+ fee: scuthna:st of a porr~r line pole n3th a gry :.re, :+3 -'Bet ncx ~`.rs>t c_° e,~'_c,°..•~ '.-inch fir :tae, 29 feet ao¢th at a :~a:; rrtservatirr: fence, 0,5 fa.~.t hc,iaw t!:e :: •-.ace r_•' the: mal, r°rl sat in the top o^ e. ~,~^rrota po:.>,. rri.cl, is r~:sased '.-, r.. <,..~::.,c°: ;n~:.: ~ . .lth fi ce.st iron coast. REPLACES LIST OF DESCRIPTIONS FOR LINE 10$ DATED MARCH 2j, i953 PUBLISHED A::D PRZPviED BY: U. S. DEPARTMENT OF COMMERCE COAST AND GEODETIC SURVEY WASHINGTON D.C. PAGE N0, 35 105 WASH. NOVEMBER 1960 Llne 6 `, 1' u DESCRIPTION OF BENCH MARK VERTICAL CONTROL DATA by the Coast and Geodetic Survey SEM IEVEI DATUM OF 1929 Designation B 18 State Washington County jalead Nearest town Qak Barbor County Island Distance and direction from nearest town 4,2 mi lwa aorth7~et Character of mark Bronze traverse-station disk StampinS B 18 1952 Established by U, S, CoseE and Geodetio Survey Detailed description 0.4 tai],e west along Pioneer Way from Lho post oPPice at Oak Harbor, thems 1.4 trdles north alctstg State NiglTVray 1 D, thence 2,4 miles west along a cotnty asphalt road, at a 90-degree ctu~ve, 76 feet southwest ~ a pc,^srline pole, 40 feet northwest of the center lira of the load (measured frcffi about the center of the curve), 25.0 feet south oP triangu]ation station TABGLT, 1k.9 feet southe'°.st of a Navy reservation fence corner, 2.1 feet sottheast oY a witness post, abauY. leral with the road, and set in the top of a amcrete post pro3ectigg 0.2 Soot above the grotmd, DESCRIPTION OF BENCH MARK Designation 4ARGEf B.Y. 1 State Y~shingtm County Ialaad Nearest town Oak Harbor County Island Distance and direction from nearest town /,,2 miles northwest. Character of mark Bronze raferefnCe-sank disk Stamping NO 1 1951 ' Established by D, S. Coast and Geodetic Stawey Detailed description 0.4 mile north along Pioneer Yrap from the post office at Oak Harbor, thence 1.4 miles north along State HighwsTq 1 D, thence 2,4 miles west alcxtg a county asphalt road, at a 90-degree ctn~ve, on the inside of a Navy re~.rvation, 58 feet north at the ceder, line of the road, 28.5 feet east of triangttlatim aWtion TAFfuST, 52 feet west of a power itne pole, 22~ feet south of the center lima of a graveled road on the inside tS the resarvatian fence, 4.6 feat north of the fence, abotsr` level with the a+oad, and out is the top ai a tartrate past projecting 0.4 foot above the !• DESCRlPTiuN OF BENCH MARK Designation TARGET State Waahingtoa County Inlaid Nearest town Oak Harbor County Island Distance and direction from nearest town /+,2 miles noithtrest Character eE mark Biottze txlangulatioa-station disk Stamping TARCEf 1951 Esta'ulist:ed by II. S. Coast aid Geodetic Surety Cc:.riled description 0.4 miTw north elealg Piorx.er iL'~p from the post c8fice at Oak Rancor, thence 1.4 mites north along State Highwsy 1 D, thence 2.4 miles ~ ~ al~~; a cosy asphalt road, at a 90-deg~'ae etu~va a£ the xvad, on the insido c: a I;ar~ xeser.stiL:'. fence, q5 feet east of a power line pole at a right-anp~e tt.^n'of the the pc~•ror fine, 66 feet southwest of the canter line of the road (meastsed from Lhe esrter of the mows) 28 feat southeast of the +T+ ~uneti.on of graveled roads, 10 feat north of a carmr post of the resauwation fame, about level with the mad, and set is the top of a concrete post prosecting 0.3 foot above the ground. DESCRIPTION OF BENCH MARK ^,vn B 19 State Wa$dugtoa County Zslsad ^~Nest town Usk Harbor County Island ~~tance and direction from nearest town 4,4 miles northwest Character of mark Burozme traverse-station disk Stamping H 19 1952 Established by II. S. Coast std Geodetic Sw r_y Detailed description 0..4 mile north along PioTrer 'fay from the post ~fica at O~+c Harbor, thence .1.4 miles north along State Higknay 1 D, thence 2.6 miles roost a1on3 a cotmty asphalt goad, at a right-eagle cure of the road, c?,6 feet southeast of a Navy reservation fence, 44 feet southeast of the center T•,., of the road (t~as,..~ed from the seater of the crave), 33 feet north cf the north aid of a 4-Soot:.-high rock wall, 8.8 feet west of a fence, 2,0 Peet mrtheast of a witness po~~, sheaf level with the goad, and sat is the top at a Cmcrete post pra1ecting 01 foot above the 8~• DESCRIPTION OF BENCH MARK Grslpn.~lion B 20 State ShshSngton County Island Ncarez? ;own Oak Harbor G,unty Islam Dis?rote and diruc?ion from nmrtst !own j,,rj miles noItd17r9d6 Char; ctcr of .nark Bronze traverse-station disk Stamping B 20 1952 E Y,;:blu.~~~.~J Lv II. S. Coast and Geodetic Survey Cr:.:i!c +. ~nacripti-~n 0.4 mile vost along Pioneer Way from the poet office at Oak Harbor, thence 1.4 miles north along State Hi~Jtwsy 1 D, theme 2,9 miles we at along a aautty asphalt road, 55.0 feet north of and across the rrnd from the north and of a 4.Soat- hi.gh mck rail, 22 feet north of the center line of the road, 17~ feet west of power lire pole 665, 5.3 feet south ~ a Navy raservatim Seme, 1.8 feet sottth of a wit- ness post, abctt level with the road, and set in the top of a concrete post pro~eot- Sng 0.1 Soot above the ground. DESCRIPTION OF BENCH MARK Designation TSlLH B.M. 1 State Y7ashingtm County Ialatid Ncarcst town Oak Harbor County I81aad Cistanr~ :.: .1 direction from nearest town 5,1 miles northwest Chararrr :::aark Bronze referenee~ark disk Stamping g0 1 1951 Establlsi~~<d Ly U. S. Coast and Ceodetie Surety De?silo. dosc~V:~~~.,•n 0,4 d1e nest along Piorter 1'~y Yxom the post r8fice at Oak Harbor, thence 1,4 miles north along State Highway 1 D, thence 3.3 miles west along s aottnty asphalt read, at a right-angle turn of the road, on a xeclq shore, 64 feet northwest of the center lire of the road, 36.1 feet northeast of triangulation station T&TN, 43 feet east of the hir~tt water li-te, 4.0 feet south c8 the southwest errl of Ault Field ptroperty line and fenco, abort, level with the road, and set in the top of a calcrete post pro3ecting 0,8 foC above the gromd. DESCRIPTION OF BENCH MARK Designation TC{LN Stz;e Wallington County Island NeareY town Oak Harbor County Island Distance and direction from nearest town 5.1 mhos northwest Character of mark Bronze triangulation-station disk Stamping TWIN 1951 Estaidishvd by U. S, Coast and Geodetic Survey Detailed dascrir' on 0.4 toile west along Pioneer Ytay from the post office at Oak Harbor, thence 1.4 miles north along State Highway 1 D, thence 3.3 miles we at along a ootltrty asr.?'.alt road, at e right-~eng).e curvo of the road and on a rocky shore, 66 feat north- trasC of the teeter line of the roa3 (mea~lred frog the agproxi~ate Beater oY the crsve), 23.4 Teat south of the eovthtz;t fenco o£ Ault Field, 23~ feet east of sal abo•~.. 2 feet higher then tYle hic,,h-m'FPr line, 1.8 fit southwest of a vdt~sa post, about 18181 with tae road, a.,d: sst in the top ~ a comrete post pm~ecting 0.8 Moot above the ground. DESCRIPTION OF BENCH MARK Designation TRLA B.}S, 2 State iAshington County Island Nearest town Cak HarboS County Island Distance and direction from nee rost :own 5,1 mdles 17S1I'tfl+Pe st Character e` mark Bron2e refereme-mark disk Stamping HO 2 19.51 Established by U. S. Coast and Geodetic Survey Derailed descrlp:ion 0.4 rile vast along Pierr=r ;ay from the post office at Oak Harbor, thence 1.4 -. , a: =:w ~~%= ?-~ _:' 1 D, thence 3.3 miss west slang s couutp aspha'_t rc d,~at a right-angle curve of the uvad and oa a rocky shore, 80.4 feat south of the Ault Field Dzopc^'ty Loa feats, 57 feet east ct sad about 2 Peet higher thsa the hiv?T-:Tatar liz:e, 53.0 fec-t south of trian~llation acacias TYY11t1, 29 Poet west of the cedar ].ins a° the road, abet. level v,'.th theroad, and set is tho top of a concrete post proiecti.ng 0.5 feot above the grosmi. REPLACES LIST GF ~~ ct:j pans ~ c;~ LINE 105 DATID MARCH 2j,~19S3 PUBLISHED AND PRINTED f3Y: U.S. DEPARTMENT OF COMMERCE COAST AND GEODETIC SURVEY WASHINGTON D. C. DESCRIPTION OF BENCH MARK VERTICAL CONTROL DATA by the Coast and Geodetic Survey SEA~LE VEL DATUM pF 1929 Designation Legg H.i[, 2 State Washington County Ig]gnd Nearest town Ogg Hgrbpr County Island Distance and direction from nearrsi sown 5.4 miles northeasE Character of mark Bronze referanCO-IDark disk Siarr';`in~ 2 hAKE 1939 Established by II. S. Coast aryl Geodetic Survey Detailed description 0.4 mile west along Piorxsr Yay Pros the post offics at Oa!: Harbor, thence 1.4 miles north along Stato Hihwr~y 1 D, thence 3,5 mites vast alot~; a cotmty asphalt road, in the top at' tho southeast corr3r of the north one of 2 4- by 6•,foot concrete bas tide gates, 57.5 feet northeast c$ tratlgulation ~aticn LA?"~, 57 foot eo•,xtheast o.Y the center line of a track road 1sadLzg to the beach, 24 =feet xost of the center ling aS the road, cod about 2 feet hi.gi:er than the road. DESCRIPTION OF BENCH MARK pesignation LAISE State -Vashiagton County Islatd Nearest town Oak Harbor County Island Distance and direction from nearest town 5.4 mllee northwest ;.haractcr of mark Bronze triangulation-stating disk Stamping LATE 1938 Established by U. S. Coast and Geodetic Survey Detailed description p,4 mile west along Pioneer Yk~p fxvm the post office at Oak Harbor, thence 1Js m17as north along Stato Hi;h:+ay 1 D, thotice 3,6 miles hest along a county asphalt mad, one 10-Moot card-arid-rock levee, 72'~ feet west of the cc:~cr line oY the road, 56 tact southeast of the comer Lies of a traok road leading to the beach, 45.3 feet southwest of the :~uthwc:st corner of the roll++: ono of tra 4- by b~foot eorxrete box tide gates, 1S feet east of a fins of piles alal~ the beach, 1.2 feet north of a witness post, about 3 feet hiahar than the road and ti:•:" h>,;`:-cater ]isle, .:rui set in the top of s eonarate post psroJectinC 0.2 foot above tho ~tmld a-13 co- CTS god ~ d 4-'1riCh 11On plp6. DESCRIPTION OF BENCH '`AARK C'^~si,:,nation PAYDAY H lR 1 State Washington County Island ,,,,,, r;~ct ;uwn Oak F'sarbor Count} Tslatrd .... ce and direction iron, nee rest '.own 5.7 miles northwet , !'~, ,rerot snarl. '3ronze ra°eieae-mark disk Stamr'ne PAYDAY 1 1942 . Ishs3 i~> U. S, Coast and Geodd,;ic Surs~cy ~. ...r. doscrlpr::r, 0,4 mite west s1o:y; Pioneer Y,hy from the post office at Oak Han4vor, ti~:ancs,l.G Idles north along State ifighr~ 1 D, tM11ce 3,9 miles rest aleag a cot~ty asl.:`~lt mad, 0.3 rile sot>wh of triangalatio:l station LA.~, in line v3th a nox'ch- sc,^Sth row of pilis>t;s, 35 foot wort of the center Tina of t;ae mad, 37 Sect east cf tl,c h1 et/•-water l.i~, 1.6 fast northwest of a witness post, about levsl ndth the road, ay;: act in the top of a coxrete post encased art tin an3 proSecting 0.2 foot above t:-le ground, DESCRIPTION OF BENCH MARK n C T_ State Washington County Island :; Town Oa?: ?:arbor County Island .....env: a. J~rrr.'„~:' from nearest town 3,5 ^iTe9 northwest or of mark Bron^,e traverse-station disk Siamring C 1 1952 .:zblisi,o,? by t,'. S. Coast std Geodetic Survey Detailed d^scrip~ion 0.4 mile rest alort; i~ioneer :iaq from the post office at Cak Harbor, thence L4 m~Tes rurth slo^...g S4.ste ?ii~;l:v y 1 D, thence 1.7 miles w?st alc:b a c~:lnty asphalt x~oP~, on the seater lira of the road, abott ]20 yaxvis vast of tie center a a ri~lt-angle c>r~, 41 feet wet of the center of the 'T' Jtnction of a dirt ?roe; lsadi-tg no~.,h, 34e feet northeast jf' t»war line pcl.e 5101, 17 feet north of a fence, 0.3 foot below the surface of t?te ma^., a'id sat in the top of a ccmexete past which >a encased is n 6-ixh iron pipe with a cast iron cover. PAGE N0, 36 105 WASH. NovFLNSrR 1960 DESCRIPTION OF BENCH MARK Drsirnation C 2 Stare YhshinQ,toII County Ia]and N~:arest town Oak Harbor County Island D'ci;:ncc .:nd dhc:liun fiom nearest t,nvn 3.1 miles aortheest C haraaar ref m,+rk Bronze traverse-station disk Stampi n!: C' 2 1'i52 Ert,dr.i~~d i,y U. S, Coast and Geodetic Survey .+ .:b~d Jrscri~r,l~:n 0.4 rile west alor>tq Pioneer ;lay from the post office at Oak Harbor, thence 1,4 miles north aloa.S State Hi~tvrzy 1 D, theme 1.3 miles past along s calmly asohalt road, on the center line of the road, 75 feet east of the center of the 'T' Junction of a dirt road le.:ding south, 74 foot northeast oY the northwest one of two 18-inch pino tre.;s, 26 fact southeast of a telephone pole, 17 feet north of a fence, 0.5 foal 'oelow tl:e surface of the road, sad set is tho top of a concrete post phioh is encased by s 6-inch iron pipe with a cast iron cover. Note: The cast iron cover ie 0.1 Soot below the asphalt pavsmeat surface. DESCRIPTION OF BENCH MARK Desfenntion C 3 State Washlzgtoa County Ielard P::.arest town Oak Harbor Coi.,n;y Island Dot nr, .•.r .~ .,. ,:nd di,cct;,,n atom n .. rat ;own 2,6 miles northwest Cho: roster of m::rk gronye traverse-station disk S;nmy,inR C 3 1952 Esiai;lb.lwd b)' U. S. Coast and Geodetic Survey Do;~:;loJ Jcsui{~aion p,4 mile west aloTg Pioneer i'tay from the post office at Uak Harbor thence 1.4 stiles north along State Highray 1 D, thence 0.6 mild west along s corurty ~aschalt road, at a north-south graveled road intersection, ]3 foot south of the cen- ter line of the cos;ty road, 1.5 feet east of the center line of the graveled road, 77 Peet souther oi' a telechone pole, 57< feet west oY a poser 1"ine pole, 0.4 foot below the mad surface, and set in the top of a concrete post which is encased in a 6-inch iron pipe with a cast iron cover. Nola; The cast iron cover is covered with 2 imhes of gravel. DESCRIPTION OF BENCH MARK Designation C 4 State VJasbitlgton County jg'yapd 'J ea rest toy+n Oak Harbor County Island Cista ace and direction from n=crest town 2,4 mdles aos'thwest Ch=racer cf r,,ark Brasze traverse-station disk Stamp~n C 4 1952 ~s-.aoC~c-!,end C.y U. S. posse and Gecdatie Survey Detsi!ed do=_crip;ion 0.4 mile west along Pioneer Yay 12~om the post Mice at Oak Harbor, thence 1.4 miles north along State Y.i hway 1 D, thence 0.6 mile west along a county asp::a],t road, at the rT' Juxtion of a graveled road leading south to a fatshovsa, 27 Seet e~~ h a the center line of tho road, 19 feat east of the center line of the drive, 2,k feet northwest of a fence, 1.9 feet northeast cR a witness poet, about level with the road, and set in the top ~ a concx~ate post pro acting 0.1 foot above the ground, DESCRIPTION OF BENCH MARK Designztion C 5 State Pia'371Tlgtonl ~ County Island Nearer; town Ogk Farbor CourtY Island Distznce 2nd direction from, nearest lawn 2.2 m.Ll' se northwest Chzracter ci mzrk gmnze traverse-station disk Stamping O 5 1952 Established 'oy II. S. Coast and Geodetic Survey Cetai!ec destrip:lo^ 0.4 mile "rrest al~.g Pioneer fay from the post office at Oak Harbor, thence 1.4 miles north alanl,g Sts+,a Hig,way 1 D, thence 0.4 mild west along a calmly asu`lalt ro2d, 72K Pest non+ahwest of and across the mad frrnt the center of a log gala across a track road leadinlg so;th, 2g $eet earth ~' tt:e ce:her 7s„e of the road, 35~ £eet.v,°t of a telephcr~ pole, 9 feet northeast cB the centea ].foe of a track road leading aorthvxst, 2,1 feet T.ESt of a rltnese post, aba:t level" with the road, aryl set in 'the top of a concrete post prcJectir~. 0.2 feat above the g2mturl, • • $EPLACES LIST OF DcSCRIPTI0N5 FGR LINE 10$ DATED MARCH 23, 1953 PUBLISHED AND PRINTED BY: i.'.S. DEPARTMENT OF COMMERCE COAST AND GEODETIC SURVEY WASHINGTON D.C. DESCRIPTION OF BENCH MARK Designation G 6 State Washington County Island Nearest town Oak Harbor County Island Distance and direction from nearest town 2,1 adlee north Character of mark Broome traverse-station disk St.u~y,h,,~ C 6 19$2 Established by U. S, Ooast and Geodetic Survey Detailed description 0.4. mile west along Pioneer Hay fmm the post office at Oak Harbor, ' theme L4 miles north along State Highway 1 D, thence 0.3 Dale west alor;3 a county asphalt road, on the scoter line of the road about 100 yards east of the top ~ a hone 21 tele ole 51 Seet ~ f t OH SID) th f f t f B p p , y ee eat wes , sou o a o .Y. (U grade, 721,5 northwest of a power Lt,re pole, 0,5 foot below the mad stuTace, and set Sn the top of a oonareta post which is encased Dy a 6-Snch iron pipe with a cast iron cover, Holes The oast axon Dover has been coverod with a 2-ioch lgyor of asphalt. • DESCRIPTION OF BENCH MARK Designation OH (USTsD) State i~ahington County Ialend N e,arest town Ogk Hgrbar County jaland Distance and Jirectlun from n .vest town 2.0 stiles northwest Character of mark Bronme~diak St:unlnnc B.Y. O.H. Established by II. S: ~ Corps of Engineers Detailed description OJT mile ,~~ along Pioneer Hay from the post office at Oak Harbor, thence L4 miles north along State Highway 1 D, thence 0.2 mile west along a catvrty saphal.t road, 2b.5 Yeet north of the center ljm of the road, 5.4 feet northeast oY a telaphass pole, 1.6 feet west ~ a witness post, abort 2 feet higher than the road, and sat Sn the top of a oonorete poet pm~ecting 0.8 toot above the ground, VERTICAL CONTROL DATA by the Coasi and Geodetic Survey SEA LEVEL OAT JM OF 1'.-,5 DESCRIPTION OF BENCH MARK PACE N0, 37 105 WASH. NOVEMBt~t 1960 D~ ,. .. n Z 344 _.., Bash itif;ton C,~n~~t~ Iela~ .. ~ ~ :.n Coupevilla , .._:. Is]and . ~ ~.... ... .. .. ..~: 3,8 miles southeast Bronze disk ~..~~' ~ z 344 1952 ~~ ~•~ U. S, Coast and Geodetic Survey 3,8 miles southeast along State 1{iEltwa9 1 D from the county eotuthouse at Coupevnlle, at a ri~tt-artg7.e ctn'va oY the hi.~nray, at the 'Y+ junrtipn of a gravel coed leading rest, at the north property line of l'rltidtcy Island Naval Air Station Qt~- lyln3 Field, 167 feet south of the cezher lino of rho nighaay, 34.feot southeast of the center i;r,<, of rho mad, 2.Ofcet north of the fence, 2.3 feet northeast of a witness post, about level with the read, and set in the top of a concrete post pio- ~ecting 0,5 foot above the ground, DESCRIPTION OF BENCH MARK C•° ,._., ,...,n 93 its (0.iGS) .~ Washington Cr~uniy Island .. ~ .. ..:~ Conpevnl]e ~ ~.~.~ ~, Island .,.,.. ._, .. ... . ~ ~ ..~, 4,2 miles southeast , ~ Hronze disk 5t....., :. 5g RS 197 -..~.. U. 5. Geological Stn-vey D,~t ~.~ ~ ~ ~ 4.2 miles eovtheast along State Highway 1 D frog the county courthouse at Coupeville, on the inside of a right-an{~e tune of the hignw~, at the 'Y+ 5unctr ion of a private track road leading east, at the northeast corner of YBvdheyIsland llazl. Air Station Outlying Field, ]1,2 feet south oY the center line oY the track road, 19.6 feet west of the canter line of the Highway, 1.0 foot east of a fence, 1.7 feet north o£ a witness post, about level with the highway, and set in the top of a conerats post pro3ecting 0.1 foot above the grouxd. 1. "e' .ii .i.. 'c,. __ _113 „ y r__~,. _._ .. _._ _ __ -~_~ -_ DESCRIPTION OF BENCH MARK 0=sgn,;t~or. 52 RS (USGS) State 4Yashington County Island ?dearest town Coupevilis County Island Gists n<e and direction f , ,Den rest town 1.8 miles Southeast Cn;rr;ccr of mark Bronze disk Sian,t,~•,.~ 52 RS 1940 200 ha:i :, U. S, Geological Survey _ ~~'a, ~d ::escr,pt.on 1,8 miles sotheast alonLv, State Highway 1 D Ymm the cottrtty cotuthotuae at. ConpeTriLle, at the 'Y+ Sunctinn of a graveled road leaning northeast to a Yax¢ house, 22 feet mrth of the center line of the highway, 2l# feet southeast of the Deafer line of the road, 7.9 feet east of a telephone pole with a metal tag stamped 199.8 ].,l.feet west of a ta<itneas post, about level with the highway, and set in the top o~ a concrete poet projecting 0.2 foot above the grotmd. DESCRiPT10N OF BENCH MARK Dec; c,•~a~cn Y 344 Stale P~tt3.ttgtoa County Island ^IC:ares; tc.vn Coupeville County Island Distance and dire. ion from ncn•est :own 2.'j miles Southeast Character of mark $xonze d18k S:amp:n~ y $41a 1952 Established f,y II. S, Coast and Geodetic Stsvey Detailed dr;xcr,~i,<.,.,n 2,7 vdlea southeast along State Highway 1 D from the county conrthotise at CoupavLlle, 54,6 feet southeast of the eautheast corner of a fratte fai~hotvse, 50.9 feet north of and across the highwt{q from power line pole 4024, 28 feet Werth of the rerC..er line o*_ the hippway, 22 feet west of the center line of a dirt drive- wai to the banes, 8..0 Poet north of a teats corner post, 1.6 feet south of a wit- ness goat, about level with the highway, and eat in the top of a concrete post po- ~ectlag 0.2 foot above the gtorsd, DESCRIPTION OF BENCH MARK Desi.,r~:: ,n CA 1 (USr"D) S•>'e Wa~tington C>,ur~!J Island :ca•es: :. ..n Coupeville ~.< ; Island . -..,,., _ r....,. ,,.n 4,3 miles southeast Cho - ...... ~ Hronze disk ~••, ~ CA 1 Es:z eLe-e~ ,, U. S. Ara(q Corps of a'Ytgirteers Dete.'.c: ;~`r•''-'"' 4.3 miles southeast along State Highway 1 D from the county courthouse at Coupevi7le, 0.4 m=.le north of the ease entrance toY~dbey Island 2daval Air Station Gullying Field, 45.2 feet east of and across the hi.g'avray Stem the field property fins fence, 17.6 feet east of the center line of the highway, 4.? feet north of a telephone pole, 1.2 feet south of a fatness post, 0.2 foot rest of a fence, aboctz ~ foal higher than the higk:way, and set in the top of a concrete post pm~ecting 0.3 foatabove the grotaid, DESCRIPTION OF BENCH MARK Des.;^.z: ,n J 328 -.. 77astrtngtoa G.:~.',; Island _.. :.. Cotrpeville _., Islarrl _._ _. .. -_c .... 4,7 miles southeast ^Bronze disk c;="' ' ; J 328 1952 _ __ U, S. Coast and Geodetic Survey ~-~•~ = ~~_~- - ~ 4.7 mile: southeast aloe; State HirYsrac 1 D trom the county courthouse at Coupeviie, at the east ertra::ce to t!:e '~rirye3lsland tlaval Aix' Station Outing Fie]A, 35 Yeet south of the center line cf the e:.txance drite, 34? feet west of the center line of the highway, 5.0 feet west of the property 13z:e fence, 2.1 fact soutD of a witness post, about le;rl wily. the hi~ixay, and set in the top of a ccvu^ete post pm~ecting 0.4 foot above ti:a grotmd. &£.PLACES L_.ii DF iESCRi PT3u:r'a FvR LINE 105 DATID MARCH 23, x953 VERTfCAL CONTROL DATA PUBLISHED AND PRINTED BY: by the U.S. DEPARTI+IENT OF COMMERCE Coast and Geodetic Survey COAST AND GEODETIC SURVEY SEA~LEVEL oar~r~ oa 1929 WASHINGTON D.C. DESCRIPTION OF BENCH MARK Designation K 328 State lKaehington County Ial.am Nearest town Coupaville County Iala~ Distance and direction from nearest town 4.9 miles eoutheasL Character of mark Bronze disk Stamping $ 328 1952 Established by U. S. Coast and Geodetic Survey Detailed description /,,7 miles southeast along State Highway 1 D fromt the eovnty ooarthwae at Coupavi]].o, thence 0.2 mil» we at along a gravel road, at t~'Y Island Naval Air Station Outlying Field, 2.6 feet ao»theast of the northeast corner cS the adminis- tration building and control tower, 8.7 feet south oi' the south edge of a concrete walk, 2.0 feet east of the east face of the ho+l~ino, a~ act in the top of acan- crste post Is'o~ecting 0.1 foal above the gromd. DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT Extra Foresight No. High point State {Saahitlgtoa County Island Distance and direction from bench mark 0.4 mile northwest of 8328 Detailed description The surface of the center line of the north-south runway of Whidbey Island Naval Air Station Outlying Field, about 40 yards south of the north and, the highest point on the useable runways of the field. a DESCRIPTION OF BENCH MARK SP Designation L 328 State wadlington County Inland Nearest town CartpevilLs County Island Distance and direction from nearest town 5,/, miles southeast Charnel<~ ~f mark Bronze disk Stamping b 326 19SZ Establi;heo r;y U. S. Coaat aul Gaodetia Survey Detailed description 5,4 miles sotitdtsast along State Highwaq 1 D fray the cotulty courtbwse at Coupaville, at the rYr ~uncticn of a dirt road leading east, 94 feat northwest of axd across the highway from a telephone pole, 34 feet south of the cantor cR the function, 23 fact southwest d the center fins of the highway, 17~ feat southeast QY the eouthsast e~ of a fence line, 1.8 Yeet aorthweat of s witness poet, abaxt level with the hipµway, earl vet in the top of a concrete post pro3ecting 0.1 toot above the grotIDd. PAGE N0. $$ 105 WASH. NOVENBPR 1960 • w EDDITIOIIA ; DATA U.S. DEPARTMENT OF COMMERCE NA710NAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL OCEAN SURVEY VERTICAL CONTROL DATA PAaE xo, 39 by the 105 w~i, NATIONAL GEODETIC SURVEY SEA~LEVEL DATUM OF ~ez9 JUNE 1974 MIS..^ELLANEOUS REPORTS DESCRIPTION OF BENCH MARK . Designation LOG HOUSE 2 StateWaahington County Island Nearest town Oak Harbor County Island Distance and direction from nearest town5,9 miles northwest Character of mark Triangulation Station mark disk Stamping LOG HOUSE 2 1969 Established by N.E.T. 1969 Detailed description The mark is on a 70-foot high point on the western shore of Whidbey Island, about 3 1,12 miles south of Deception Pala, and on the Whidbey Island Naval Air Station, about 3/4 mile west of the control tower. The disk 1e eet in a concrete slab which xaa a garage floor and ie 25 yards southeast of the ~0-foot high bank, 10.6 feet west or the east edge of the concrete pleb and 7.1 feet south of the north edge of the sLb. To reach from the Administration Building (Building No. 108) on the Whidbey Island Naval Air Station, go southwest on 12th Street 0.1 mile to a T-intersection. Turn left on Saratoga Street and go south 0.2 mile to a crossroad, turn right on Yorktown Street and go 0..25 mile to a croeeroai about 75 Peet west of a side road left. Turn right and go 0.05 mile to a summit of the point along the beach and the mark. 76.o73~ft. LOG HOUSE to LOG HOUSE 2 =.~6.3~ Feet -- -• ~ _ _,69.7 0 DESCRIPTION OF BENCH MARK , Designation .LOG HOUSE 2 RM 3 State Washington County Island Nearest town Oak Harbor County Ieland~ • Distance and direction from nearest town 5.9 miles northwest Character of mark Reference mark disk Stamping LOG HOUSE 2 NO 3 1949 Established by N.E.T. Detailed description The mark ie 24.18 Peet southwest of triangulation station LOG HOUSE 2, previone>,y described. The disk is set in a round concrete poet flush with the ground, 9.4 feet southeast of the southwest corner of the concrete sLb, and 7.4 feet south of the south edge of the concrete slab. ']6.0'7 ft. LOG HOVE to LOG HOTtiE 2 RM 3 = - 6 DESCRIPTION OF BENCH MARK Designation CRrS 2 State Washington County Island Nearest town Oak Harbor County Island Apr 1eF7 Distance and direction from nearest town 3.8 miles east ;; ~ S. Character of mark Triangulation Station Disk ~ Stamping ~ti S 2 1Q67 B'.•: rF.~_i Established by U. S. C, & G.S, Detailed description 3.8 miles east along A3dwt~y Boulevard from the rsin gate of the i'.S. Naval Aar Station Seaplane Base, Set in the tep of an R-inch square concrete r..^n~ rt, projecting 6 inches; 88 feet west-southwest of wooden telephone pole t'o, 1F8; 71 feet west of a wooden pom~er transmission pole; 50 feet southwest of the centerline of the road; 20 feet northwest of a triangular blaze of a madrorr tree; 18 feet north~rst of the top edge of the coastal bluff and 2.8 feet southeast of a steel picket vitrees rest, 1'18.602 ft. ORES to CRES 2 =- 20.262 Feet. .3 ft. DESCRIPTION OF BENCH MARK Designation CRES 2 R.M, 2 State Washington County Island Nearest town Oak Harbor County Island Apr 1967 a Distance and direction from nearest town 3.8 miles east .i ~ S Character of mark Reference Mark Disk Stamping Cif 5 2 NO 2 19F7 Established by I .S. C, 8, G,S, Detailed description 3.8 miles east along N3dway Boulevard from thr msin gate of the U.S, Naval Air Station, Seaplane Base. Set in the top of an 8-inch square concrete r..enti^o=rrt, projecting Q inches above the surface oP the ground, and 27 feet so~ithvest of the center- line of the road, 118.602 ft. CRES to CRES 2 AM 8 = - 18.942 Feet. ft. e tN REPLY REFER TO: UNITED STATES DEPARTMENT OF THE INTER[OR GEOLOGICAL SURVEY. TOPOGRAPHIC DIVISION 345 MIDDLEFIELD ROAD MENLO PARK. CALIFORNIA DAVENPORT 5-6761 May 26, 1960 Mr. Edwin A. Becker County Engineer Department of Highways Jefferson County Port Townsend, Washington Dear Sir: Attention: Mr. Harvey S. Christian Office Engineer Thank you for your letter of May 16, 1960. We would appreciate it if you would have our bench mark "?3 GWM 1951 20?" reset in a place where it will be protected in the future. Kindly have the reset data entered on the enclosed form and return to our office in the self-addressed envelope. In a separate sack, we are mailing you a tablet stamped~WM 73 1951 RESET 1960". The-sack is reversible self-addressed, with postage paid for returning the old tablet to this office. Very truly yours ~!~~~~~~ Robert 0. Davis Pacific Region Engineer Enclosures ~ La ~ ~ ~ ~ ~ r 7 j a t ~ ~ 1 / -__ ~ ~ - moo. 7o ~' zl-7.~ - - - -~~j .~,a7. ,~'~ -1 U,7D -- v7,cs o - -- -- -- ~1_~1- -- - - - -- -7-, ~ z- - --- -~ v-~ - a ~ ---~j - - - - - - - r~~}~-- ~G-~- ~ 12.E ~~~ 7 bi --- _ ~ ;, -L-f ~ , - G - ~ -~' '~'°C ~ 0.4-1± DSDWI~1 A.: BECKER May 18, 1950 U.S. Department of the Yx-terior Qeological S rTopographic Division Post Office Hox 11197 Sacramento 21, California Dear Sirs During the reconstruction of a portion of the Port Ludlor~-Chiaaacum road now in progress, it will be necessary to remove oru+ of the Geological Survey bench marks described as followso !t 71 8.56 Chimacum~ 5.$ mi. S.T. of, 4.07 mi. NW of Port Ludlow . Dock, 26 ft. SW of rd. from Sec. Rd. 2-ing, 11 ft. S. of Sec. rd., in concrete poat~ standard tablet stamped "73 awN 1951 207" 207.293 The above description of this bench mark is included in a mimeographed list we received from you in 1953 headed PV 129 (d) From point 1.3 mi. ST. of Four Corners SE along rd. via Chimscum Schaal t® Port Ludlow Admiralty Inlet It is not listed in the material we received in 1957 covering the vertical control fro Jefferson County Washington. What procedure do you wish us to follow in aesetting this bench mark? We have the Coast and Qeodetie publication No. 225 on Control .Leveling. We could.Pollow the method outlined therein if you would send us a new disk, We have already established a reference mark and will await further word from you. Rubbing of the disk is enclosed. EAB/HSC/ad encl. Sincerely, EDWSN A. BECKER County Engir~er HARVEY' S. CHRI5TIAId Office Engineer y s _' Y UNITED STATES DEPARTMENT OF THE INTERIOR GEOLOGICAL SURVEY TOPOGRAPHIC DIVISION 345 MIDDLEFIELD ROAD MENLO PARK, CALIFORNIA DAVENPORT 5-6761 February ll, 19b0 Mr. Edwin A. Becker County Engineer Department of Highways Jefferson County Port Townsend, Washington IN REPLY RfiFER TO: Attention: Mr. Harvey. S. Christian E7ffice Engineer Dear Six :• Thank you for your letter of January 28, 1960, and your courtesy in reporting-that our bench mark +171 G~2 1951 156".has been dis- turbed. T.nformation such as you have furnished enables us to keep our records up to date. Ver~r tru.7.y yours, obe C2, Davi ~ Pacific Region ngineer E1~TN A, B~CtSFR Je~nuary 2$, 1960 U. S. beet, of the Interior aeala~.aal surrey Typogra}~hfc Division -Pacific R®gi.on Pont ©ffice boat t~19? Saer~aento 21: CaliParnf.a bear t3.ra During the course of our aperatiana~, our survey area had accasi.on t© abser~ne o~ of your bench marks nem~],y} Fort Qasable Qu eng~ ~ Washing~an 2~8 Chiaea~um~ 1.8 mi. ~,~. oP; 8.0 zni. NW oP Fort Ludlr~t~ Daek; 50 f.'t, ~ aP tree xith tag labeled "CRN 9EC. 21t" f 2~t f't. NR aP dim rd. forks; in een~erete post; standard tablet stamp,-d "'71 EDP[ 1951 15~#. 158.bT8` Sdsasc~ne has apps~tiit7,y run ovjer this with the track oP a trader. It ~ harre been mid ~ slight]y# enough perhape~ to giv®a aanall diff~rrence in elevation. Also th® numbers stamped on tha standard disk have been partially obscured. S3.nceretly~ ~D4+ISN A. BECKNIt Gcunty Engineer NAR9~Y ~. CHRISTIAN Office En~naer EA~f.HSC/ad ~, t'' ~- February 8, 195? tJ. 8. I3ept. of Interior aeologiaal Survey 2opographia Division P. O. Box 3Lt6 3aorsmento 2, CaliFornia t3entlemsn~ ~n eacompanying package is-your standard benah tnaark disk "J-11- 1929." Thin was deatroyod by the aontraator~n bulldoser during roaonstruction of the quilcene-Centsr road. tie were not aware of it$ exigtenae until it had been completely moved from its location and wero therefore unable to preserve or transfer it. If it ~.s practical, we would like to have a list: o!' X11 your bench raarka in our county. 8uah a list would be useful to u~ ae well as helping to avoid r~ciy disturbing of benah marks in the future. i~ie already have your ltat titled, "From point 1.3 r~~i.. B• B. of Four Corners S. B. along rd. via Chimacum school `o Port ~,ud2a~r Admiralty Sn1et." 7[our€~ very truly, S~'J!NSC/sd ~TP~i ~'. JQNF.S County Engineer Harvey 3. Christian Office Tngineer C .aNNE..YY~I.IMY~.../Ir.rN~M"`sY.f:VbLMiTIA16Wi~.J-.a-J1s-eUAYl ~1r_~iY1..l~al/liL.tY/MA1'.~.,:~N..'...Yi•~`•"l~H iIWYlYf!. '.i d:-..'~Yl: ~ Aa::. '~1•.. ~n 1{'a.:.' ~(.. r.. - :/' Fbtbl"CBaGifi-f!(i ~ tJ.S: t)E:YFiRTA9ENT O.~' ('(141Air':KCGrDc..;iyn ;gin ~,,;r., •. _.<_~„__. .. _.. (8-24-553 ' COAST AhD GEOUET It. SURVEY (a ; d --` - -- til:PtltiT .ON Itk:LOCAT1i0N OF H~N(;tl N{AttK ~Sf.'.tA (See instructiuns on rorerse site) + A. Description of original mark ~.3 miles north along U. S. Highway 1U1 t`rurn ~;u:°. <<"~ r~ ~,+ 'c ; County, at Wildwood Park, 285 feet souti~. n,' i:Yte so~it., ~~.~(•,cre ; abutment of he concrete bridge ever Li tt ie ~uti 1.cFir:~:~ na i;~ .~, <~; ~ • south of a gasoline -pump at a store, 1~2 f~(~t =~c~.;t r>>' ~Yi~~, ~~rf1t.2! .. : i • .the highway, and 15 feet east of the cetlGr~r11r;e ~~i' ~aie ci-it:~ 1 i ~~:;;.: ; A standard disk, stamped "].02.67C C} 1~ l~)31" arr.z set in +:i:e t,x:, '_'~ a concrete post projecting about 10 inciie~above ~;rour:d, ~ Adjusted Elevation(31Y35$ meters or 1U2. `;; 14 feet.) e. Field notes We did not hatro a rod with a tatrg~et avail~'tble so rv~t avu:: y,.t~s •vritx, - ~ two differer~ instrument men. The thousa.*ldths were estL:iated her thc~ inst,?Mzme;lt, man when he read the rod . a:~c~~ ~r >~vN~ Ana __'~'~']~ ••~ '1 :.. _-~ ; Point B. S. H.I. F.S. Elcvstto^ liemark i Old mar 2. 2 10 .797 102 e 871_ lst- lino __ _c ~ a~on_ ' New-mar 2 680 10 .717 2 60 10 .0"'~- 2 510 102.877 i Old mar 8 lA 1 102 8 L 2nd lane-~(~:Lea:?an ) _ _ _- -_- -- - -- - - - ----- Naw mar 6 ]A 6 2 68 10 0 t ~. Old mark ll 81,9 102...87". ld max' 1t.8 2 l0 .706 1A2 87 1st line--~Tansen few mark 6 10 6 0 lA 0~6 Old mark 861 102 8'l 0 10 , 102.87 _ gnu ~ line --J ~ en __ ew mark 2602 6 8 2 8$ 0 _ _ ~tion of nex mrk 2.770 102. 1.3 miles north along U. Se ~Iighwadvy 101 frcxa ;hziloene, Jefferson ro7:u~y at. , Wldwaod Parks 330 feet south of thQ concrete abutmerr~~ o~~he conche~t e ove~'ittle Qu~.lcene Rivers 11J8 feet south of the motel ofi'ic ~~~• CO. ENG!Z, txul.ldir~, 32 feet west of the centerline of the hi,~nl~y and 3 feet REFER ~>`- -t~- _ _ west of an electric paver pole. A standard cti.sk, stamped "102,70 ENGir~E R~ ~ -'-- - , ; G ].5 RrsSET 1966n and set 3.n the. top of a !}t'X!t" concrete post - -- ___~, pro~eatr>g about ]A inches above ground oFF c ?;. a, i ~,, r ~ r,. :I n [~r~5. f ~~- - ~.;ItR -+ Y'!"~ .N...S~ d• ~ ' •~ i USComon-DC l ~ht ,:• i t~ "` I 4'89 ~~ g9o. 4&/ `i °10.48/ ~ 39.4' S8 4~o,~t8> - r - _. _ ..__. , .r_ i _ _~_. ~..., i I _ _. _ ._ 1_.. ~ ~... _... _. _ _-- _-, ._ ~P ~~~ k~ , Y;~s ~~ _~ __ ;. ~~~ ~~ Phone ~~~3tua1 2 33~ ext. 4b6 The aeattle Distract Office of the Coast and Geodetic aurvey is startin a program of recovery arxi preservation of survey and control markers established by tre 3ureau. This program is necessary because of the alarming number of these markers that have been lost through construction and improverQnt pro- ~ects or from natural causes. The enclosed leaflet gives a{~- ditional information about the value of these markers and the need for preserving them. ~'ar. James T. }tapletan, Surveying Technician, has been trans- ferred to the Seattle District, and ~:~ill undertake this program fn the State of `~.?a.sh:~.ngton. xll engineers, land surveyors, and private citizens who kno~:* of any of these markers that are in danger of destruction or are in the wa;~ o~' iFnproveraents are urged to notify the Bureau so that the necessary action may be taken to ureserve then, M. .. '~•~1~F,~tMARK Capt., C&GS Seattle District Officer PERI~IANE:.'T GEODET~G SURVEY i"~AftKER5 ftesur-9'e:~ing e^perations thrav~: ^ut the Ura.t~d States have revealed the deS'tr'tl'~i~:~..="Y2 .)x ~?. ,.......,....~~1~ ?7'_;-ri;;~'. ,'e;~ t :?:i`t'1~ ~"~1~~ cal` `~''.'.a Ct!^~k$o `.~'Q i.'~'7! ~'~'j t~118 b a Ss'' :u.~~1G:2 ~ ~ IF'",iC,t, ~~ Jr'S ~,~ ~ ;; ~ , ~,~ Of '.°.rIl ,lai~~'g y; ~:, 'v~(;L!z,~' y5,.•~`.a ~1 ~ c ~ trz- i _ E .'. ~: tx ~';3kiX piA 7, IiS V^TaL~.isC~J ~o~~ .It S.Z.Ln a. r. d~S3i1 i~.l"~' i ~ ..1i j. -ice s ~i 3 ~_ ~tS~.i .t.~'.~ !~J )~., i. ~'i RF?~ C;.!°T~ Q~3~~ '' .: 3 `~'~~ - O~ l~u:['~ ~;~'1`~n ~. ~ 000 ha~~ 1r:Gri('S 121 d.1.Cwii4iv~'G'.'y L.~i. ~f: '_l-:E:'1 i' ~~c'.J':lC~_'~".ice =~i.t. a yearn The Coast and G~'~' ° ~''= ~~~-"", f•:~ pia , •~~~ f^'°~ a~.r~`~st a hs.?.f ln3.~Iinn of tl:~°se riza2'kS throughcu~. ~i,i=+r 11z .1~,~~r•1 ~t ~' ~'~~ '~ 2Y ~ ~'!~- tr ~e^, c~ ; i; C~"''t'_l~ y c~.l'1~. ~. ila.l.f'a They - ~'r~.- ~~naYi ; 'fi'3.t r,..~ ',t,~a. P'r.!:7.F:s ca'3 ~;~1P. are used by en~;a^E~~x' ~ s~:y < a jai ~ >,- basis or frarae~or•k 1`0_ *s.:~,.~£ i c' 1 ~ v~ o i (I `yCbry f ~.;rw ~~y:~, a.'-:d #'or var-ions eng~.neer- ing projects, bath ~ub:~.~.,a ,~tna ~:~:~:~~s~:e.,, r ~- ~. <, ~. ~>65 for The cast of s~u:• ~ -; ~;~° ~: '~ ~~~ 'ir ~a e -~ " ~ y al'! Yes f~'am ~~.0 to =~ ~ -M v a _ , a benCl ~~rk i~'`.'ll,t~ ! ::sz i'] u. s ~ ~~ L ~s 3.:: y: i ~. "1 +. a .t ,a a ~ 'i~ C. ~ i 1J:~, r s.; ; t'°EsF?O'CiL' t'~~'~.C=i18 fOr a +g~~r~.y ~ s~' _ ,> ` ~ ,t% "nt'b~"'" 'rt r ^Z~.."` ra ~r ~.;:(..~.ai.'!~3 ab'1d .l.dng? ~.uda Of a p(~nt Oi3 ~t~Yle' c?c}7l"`.kq'-•3 ., ~=z its ~ };~a;~:;~, tit'•~°FZl'I`'a':+_, a~ C,":F 1 ? V C, !lt"i~'"'C~'~Ed ('O:35t.?:`l14`t1023 K2~QW;~.Pd~;E' '~sr.3'~• f~'1': e ~ 'I.3. it".~_ Z .s" ~ ~. .s. ~ r ; ~r '.:` i.C}4 s' -f''~ c,{+ "`~,~'_ w+" CGa3lri. F .s ''c~ f3d <~) t,~?~? 1~1: 02'' f C73' .G..C1t`IIf ~ E' ~, .~C ~s ~ 3 r L, }~ C~. i:Fe({'a~ _' ~, rJ~la '°et•~ ~.$°3a' s.'1 ~ (A ^ `v Lc ~'.a-• p ~'~ •t}C3 "1(.',~a,~~'~, i!^Sc,~.. u-Q ti, ~~- + :~- ~ ~:~ a 1~~;~;~.f c'~t:~rctiE~z~ of the ~O~r:t ~C7T~c z~ ~s~ ...~,( '"" ~. j_t,b a1:~ IA! ~1'~ 3 £.Z 1_T;t ~~ .v, a~°' `~ _ '~ g ~ ' 1 be }~ ~ ~ ' ~ ±s~ .~C. ^. ~ + :?~ ~c>y ... ia,:.~..e'ti?G~ ()f 3. ~..(; ti:a:~. ~il, '.die EY t~fl~. WOI.•IS _.6~ ~ Cn.Ld d~~9 uO~ C.LwC~• UNITED STATES DEPARTMENT OF THE INTERIOR GEOLOGICAL SURVEY TOPOGRAPHIC DIVISION - PACIFIC REGION POST OFFICE BOX 4197 SACRAMENTO 21, CALIFORNIA ITI REPLY REFER TO: February 28, 1957 Mr. Keith F. donee County Engineer Jefferson County Department of Highways Port Townsend, Washington ittentian: Mr. Harvey S. Christian Office Engineer Dear Ste: Thank you for your letter of February $, 1957, and for advising. us that the bench mark "J ]1t 1929" was destroyed. We are pleased to send you a copy of the vertical control established by this organization for Jefferson County, Washington. ©ery truly Yours, 2w obert 0. Davis Pacific Region Engineer Enclosure Fors CA88:86 U. S. DEPARTMENT OF COMMERCE Designation o~ mark (8-24-85) COAST AND GEODETIC SURVEY (~ ~ i.~ -~-"- -"-----"- REPORT ON RELOCATION OF BENCH MARK state ~Ccuu~y (See instructions on reverse side) Washington I~ ~lef.f'er:~oxi L_~_~ __.. ..e_ A, Description of original mark 1.3 miles north along II. S. Highway 101 from Quil.cene , Jeffer. ~~;~n .County, at Wildwood Park, 285 feet south of the south cor~crere abutment of~he conere a bridge over Little Quilcene Rivers 9o feet south of a gasoline pump at a store, 42 feet west of the centerlil~P of the highway, and 15 feet east of the centerline of the olcz Y~.i.ghvrasr A standard disk, stamped "102.670~C} 15 1931" and set in the top o`' a concrete post projecting about 10 inche~above ground. Adjusted Elevation(31.356 meters or 102.87 feet.) s. Field notes We did not hatna a rod with a t~grget available so ran four 1Lrns with ~~ two different 3.n4trument men. The thousandths were est~nated by the instrizment marl wh@n he 1'ead tho rOd Date of leveling FQhr, sxrv a.2f~6 , Point B. S. H.I. F.S. Elevation ftesarks _____..__._.r.•.___. 01d ~' 2. 2 ]A .797 102 87 lst line --Gleason New mar 2 680 to . 1 2 60 10 .o 2 8 0 102.87? Old .mar 8 lA ]A2 8 2nd line--Gleason en~r=mar 6 lA 6 2 68 0 Old mark It 8 102.8 ld mar .8 2 10 .706 ~ lA2 8 1st 13.ne--tTansen ew mar 10 6 0 0 Old mark 86l 102 8 ~ ~ 102.7 2nd line --Jansen ew 2 2 8 88 tion of new Dark 2770 1A2. 1.3 mi.]ss north along U. S. Highway 101 fran ~liilcene~ Jefferson County at , ~13.1dWOOd Parks 330 feet south of the earticrete abutmer~r o~'"~le co biome avar~ittle Quilcene River, 1A8 feet south of the motel offic 1E~F. E0. ENGR. ~~ 32 feet west of the centerline of the hi~~ay and 3 feat REFER ~- west of ari electric power pots. A standard disk, stamped "102.670 ENG NE t- ? I iR ~ Q 1,5 RESET ]966" arid. set in the tCp of a ItnXltn concrete post ("-- OFF. CY~R, pro~eQting about 1A inches abOV+e ground __- - • -- ftE' ~ f MG4. ~- ~tEN _ ~ _ ~~ _ _ i'~;t;i ii;'s:;. ~~~.~t. ,~ ~ Office Engineer (&igned) ' usco®-DC is4sz-PSa April 2l~~ 1961 District Engineer Corps of Engineers U.S. Arny 151J South AAlaskan Way Seatt3e !t~ Washington Dear Sirt We are sending today b9 mail thre® disks from Corps of Engineers monuments that have 'peen destroyed by road building operations now in progress on the Toandoa Peninsula. Th® disk stamped *MGS REF MIC" was located on the east side of our station ~ - . 1 3~3+5~. i'he other two had been maned around somewhat before they were discovered and wee do not know exactly where they came from. All w~sr® apparently fairly clos® together in the southwest quarter of section 26, township 27 no~th~ range 1 west W.M. W+e regret exceeding7,y the destruction of these monuments but had no prior knowledge of their existence. If you wi11 inforn us how we can get a listing of these monuments and their location ure will take thQ necessary steps to preserve them in the future. Since"rely EDWIN A. BECKER County Engineer HARVEX S. CH~tIcTIA1J Office Engineer EAB1FiSC/sd A. BECKER December 20, 396© Capt. M. E. Wennermark Seattle District Officer C ~ GS Q. S. Department of Commerce TO5 Federal O£fice Building Seattle ~s Washington Dear Sirt Re: triangulation station 20ANDOS 3955 We have campiied with the instructions in your letter of November 21, 1960s to the following e~ctent: 1. Check measureanents to the referenc® marks R.M. 1 66.93 feet di.ff. ~U.©5 ~i.M, 2 69.22 feet diff. ;0.02 We do not have a standardized tape 'but the measureme~ were taken very carefully and checked twice. Sinee the two differences are algebraically opposites the only conoluaion we can draw is that the monument may hav+® shifted alighlly. 2. Levels were run between the monuments and the reference marks and the field notes are enelased. ~. Due to wet weather ~ have temporarily suapend~sd construction on this project. We propose to leave-the monument in place until canstruction is resuaned. At that time we will remove the monument and mail in the bronze disk. !~. Our road plan ca13s for a cut of about ten feet at the point where the monument is located so it is unlikely that the underground mirk Ean be left undisturbed. 5. We will 1®vel an area for the new mark when the constuction is don®. Our present plans contemplate the resumption of this construction in fran two to four weeks. Sincerely, EAB~sd EAWIN A. BECKER County l~ngineer TYLER PEAK QUADRANGLE WASHINGTON UNITED SPATES DEP.4ATT1hNT OF TAE INTEAIOA GEOLOGICAL SURVEY 48°0 Third-order leveling Based on Sea Level Datum of 1Q29 through the medium of the Pacific Northwest Supplementary Ad,}ustment oY 1947 Clallam and Jefferson Counties Supersedes multilith list of 4/20/43 11/18/52 c,jg 11/21/52~y~, 47°45' (DUNGENESS) 0' 2 ~ 4 ~ 3 6 3 4 5 N _ J W Z Z J Q 7 f C7 124°ls ( THE BROTHERS) - 123°00' TYLER PEAx.QUADAANGLE~ WASAR7(Yi'ON N4745-SJ12300/15 3 Feet Schmith Knob, on highest point, in section 30, T. 29 N., A. 3 W., about 700 ft. SW. of W.A. Schmith house, in conglomerate rock in place; standard tablet stamped "J 7 1929" 1579.129 Reference mark, 38 ft. E. of tablet, on roct, outcrop; chiseled square 1577.64 LINE 2. FROM POINT 1 MILE SOUTHWEST OF LOUELLA GUARD STATION ALONG TAAIL NORTHWEST YNTO DUNGENESS QUADRANGLE (by S.S. Evans, 1940; Books B8645 and B8646) Louella Guard Station, 1.4 mi. NW. of along Clink trail, NE. 1/4 sectio:: 19, T. 29 N., R. 3 W•, at sharp U-turn across small creek, 10 ft. NE. of and E it. higher than trail,. 9 ft. N. of wall creek, in E. aide of large rock is place; standard tablet stamped "21 E 1940" 1127.505 Reference mark, 100 ft. W. of tablet, 12 Pt. S. of trail, in root on S. side of 20_inch fir tree; copper nail with washer 1119.48 LINE 3• FROM BLUE MOUNTAIIJ IN MOUAT ANGELES QUADRANGLE EAST ALONG TRAIL VIA SLAB CAMP GUARD STATION TO POINT NEAR MOUTH OF GREYWOLF AIVER (by E.E. Jones and L.B. Lint, 1929: Hooks B3400, B3404 and B3405) Hlue Mountain triangulation station, 3.0 mi. E. oP, 1.3 mi. 9W. of Slab Camo Guard Station, 50 ft. E. of rock ledge crossing, 8 Yt. N. of and 4 ft. higher than trail, in S. side of rock ledge; standard tablet stamped "L 46 1929" 4186.738 Slab Camp Guard Station, 99 ft. S. of 9W, corner oP old shack, 72 Yt. E. oY NE. corner of sew cabin, 21 ft. S. of Deer Park trail, 12 ft. 'A. oP Greywolf trail, in embedded sandstone boulder;standard tablet stamped "L 47 1829"(recovered in 1940) 2544.018 Reference mark, 69 ft. 9W. of tablets on embedded boulder; chiseled square (established in 1940) 2547.84 Slab Camp Guard Station, 2.0 mi. E. of, 75 ft. E of bottom of rock slide, 41 Pt. 9. oP Forest Servl.ee milepost 5, in heavy sec and growth fir, 2 ft. W. oP and 2 Pt. higher than center of trail, in sloping E. Pace of huge embedded boulder; standard tablet stamped "L 48 1929" 2498.690 Slab Camp Gard Station, 4.9 mi. E. of, 2.1 mi. SW, oP Pork of Greyuolf Aiver and Dungeness River trails, 230 ft. W. of branch trail leading to three forks of river, at bottom oP steep grade, on N. side of trail, Sn large conglomerate boulder; standard tablet stamped "J 10 1929" 1106.028. N4745-W 12300/15 260 2 Feet LINE 1. FROM DUNGENESS QUADRANGLE NEAA HLYN SOUTH AND WEST NEAR NORTH- EAST CORNER OF QUADRANGLE TO SCHMITH KNOB, T. 29 N., R. 3 W. (by E.E. Jones, 1929; releveled by S.S.Evans, 1940; Books B34D4 and B8645) Blyn, 2.8 mi. S. of, 4.4 mi. E. of Louella Guard Station, near 1/4 corner sections 24 and 27, T. 29 N., R. 3 W., 50 ft. N. from ,Jct. of Snow Creek and Jimmycomelately Creek rds., 10 Pt. E. of and 4 ft. higher than rd., in rock ledge; standard tablet stamped "J 6 1929" 625.114 Reference mark, 50 Pt. SE. of tablet, on boulder; chiseled square (established in 1940) 620.94 Louella Guard Station, 2.2 mi. E.of, SE. 1/4 section 22, T. 29 N., R. '3 W., 110 ft. SE. of gully, 75 Pt. SE. of SE. end of old trestle, 28 ft. SW. of and 2 ft. higher than center of rd., in buried boulder; standard tablet stamped "19 E 1940" 1088.524 Reference mark, 109 ft. SE. of tablet, 11 ft. N. of center of rd., on embedded boulder; chiseled square 1089.61 Louella Guard Station, 0.2 mi. S. of, at main entrance to Louella Guard training camp, 36 ft. N. and 21 ft. E. frcm center of rd. Pork and 1 ft. higher, 6 ft. E. of E, portal of gate, in buried boulder; standard tablet stamped "15 E 1940" 1423.735 Reference mark, 46 Pt. W, oP tablet, on buried boulder; chiseled square 1425.93 Louella Guard. Station, 1.4 mi, SW. of, NW. 1/4 section 29,. T. 29 N., A. 3 W., at fork of rds. to Greywolf River and Quilcene, 39 ft. S. of, and S ft. higher than center of rd. fork, 26 ft. SE. of center of rd., in buried boulder; standard tablet stamped "16 E 1940" 1361.340 Refpreace mark, 91 ft. W. of tablet, is root on E, side of 20-inch cedar tree; copper nail with washer 1356.13 4 Feet LINE 4. FROM DUNGENESS QUADRANGLE SOUTH ALONG ROAD TO POINT 2.1 MILES SOUTFI OF SLAB CAMP GUARD STATION (by 5.5. Donee 1940; last 2.1 miles s spur. line Leveled twice; Book B8645j McDonald Creek Guard Station, 1.0 mi. SE. of towards Slab Camp Guard Station, 33 ft. E. of and 2 ft. lower than center of rd., on E. side of rd., in S. end_of southernmost of group of very large rocks; standard tablet stemmed "27 E 1940" 1903.18E Reference mark, 26 ft. N. of tablet, on very large boulder; chiseled square 1904„78 McDonald Creek Guard Station, 3.3 mi. SE. of, 1.8 mi. N. of Slab Camp Guard Station, 1630 ft. N. of Pate Creek, about 600 ft. N. of S. edge of timber, 9 ft. W, of and 3 ft. higher than center of rd., in N. end of large embedded granite boulder; standard tablet stamped "28 E 1940" 2493.481 Reference mark, 223 ft. 9. of tablet, 13 ft. E, of and 3 ft. lower than center of rd., in root on W. side of curving fir tree; copper nail with washer 2490.22 Slab Camp Guard Statloa, 2.1 mi.-S. of, at kink is rd. crossing gully, 28~ft. N. of and 8 ft. higher than center of rd., 6 ft. W. of gully, is large embedded boulder; etands.rd tablet stamced "29 E 1940" 3D67.E81 Reference mark, 120 ft. SW. of tablet, 30 ft. NW, of center of rd., in root on NE. side of 18-inch fir tree; copper nail with washer 2074-nF LINE 5. FROM 9CHMITH KNOB SOUTH ALONG TRAIL UP DUNdafESS RIVER 4.4 MILES (by E.E. Jones, 1929; Hook H3404) Sc hmith Knob, 3.6 mi. S of, about 400 fL. up Dungeness River from point where trail urosaee Gold Creek, at foot bridge across Dungeness Aiver, in N, aide of large boulder eupporting E. end of crib work; standard tablet stamped "J 8 1929" 1219.806 Schmith Knob, 4.4 mi. 3. oP, 0.93 mi. from W, cad of trail bridge across Dungeness River, 100 Ft. 5. of small creek from W. and 2 ft. 5 oP pack trail up Dungeness Aiver, in conglomerate boulder; standard tablet stamped "J 9 1929" 1617.959 ~T1fIEk2 PEAR QUADRANGLE WASHffiC~PON x4745-W123OO~15 5 Feet LINE 6. FROM SCRMITA RROB SOUTHEAST ALONG ROAD 3.3 MIyES (spur line leveled twice '~y S. S. Evans, 1940; Book B8645) Louella Guard Station, 1.4 mi. SW., thence 1.8 mi. along Gold Creek rd. SE. from, at milepost 21, 200.ft. NW. of sharp bend in rd. at gulch crossing, 40 ft. W. of milepost 21, 26 ft. N. of and 19 ft. higher than center of rd., in large granite rock; standard tablet stamped "17 E 1940 1844" 1844.758 Reference mark, 4g ft. E. of tablet, in root on N. side of 12-inch hemlock tree; copper nail with washer 1844.79 Louella Guard Station, 1.4 mi. Sw., thence 3.4 mi. along Gold Creek rd. SE. from, 200 ft. N. of sharp bend in rd., at N. edge of clearing, 20 ft. S. of edge of timber, 25 ft. E. of and higher than rd., in buried boulder; standard tablet stamped "18 E 1940 2351" 2351.907 Reference mark, 74 ft. N. of tablet, on buried boulder; chiseled square - 2346.62 LINE 7• FROM DOSE FORKS II7 THE BROTHERS QUADRANGLE NORTHWEST ALONC ROAD ACROSS SOUTHWEST CORNER OF QUADRANGLE INTO MOUNT ANGELES QUADRANGLE (by R. H~. Bruce, 1940; Book B8640) Dose Meadow Ranger Station, 10.0 mi. SE. of, 283 Pt. W. of Steep Creek, 193 Yt. W. of Constance Pass trail fork, 5 ft. N. of and 4 ft. higher than center of trail, in large boulder; standard tablet stamped "RB 1 1940" 2181.753 Reference mark, 150 ft. W. of tablet, 5 ft. N. of and 6 ft. higher than trail, on large boulder; chiseled square 2188.34 Dose Meadow Ranger Station, 8.0 mi. SE. of, 0.27 mi. W, of Slide Creek, 33 ft. E. of 42-inch fir tree, 16 ft. N. of and 7 ft. higher than center of trail, in boulder; standard tablet stamped "RB 2 1940" 2451.412 Reference mark, 33 Yt. W. of tablet, in root on SE. side of 42_inch fir tree; copper nail with vaeher 2445.50 . FORKS (265) ST9TL YdASHIN~TON RY Byron B. Johnson, :'~I.1'I`i'L'D7; AsovE 1936 ~IE.~~ ~I•A LEVEL URDER ~IIRD Ana. Ad~u9ted el©VQ.tions based on the Ssa-Level (Feet) Dates of 1929 and 1947 29W. Add. Boos s B 7096 R;AS ~rJ NGTON k17RRu ~UADR? ~`?GLE (Latitude 47'45'-48'00'; Longitude 124'lb'-124°30t) JEPFF~2SO~Q AND CLALLA.pd COUNTIES (1)F1~3M SPRtTCE M0~'RTAIAT ~LTAb~?ANGLE (264) ITT POINT 1 MzLE NORTH OF HOH RIVER BRIDGE NORTHt'PEBT :LONG HIGIi"~AY TO POI2dT 2.5 ?dII.L'S NORTH- V9EST OF HOH RIVER BRIT.~E Forks, 14.4 mi. #~E. of= along U.S. Highway No. 101; about 1.0 ~ni. N. of Hoh Riv®r bridge; 90 ft. N~• oP a hwy. curve sign; S5 f t. B. of the centerline and 1 ft. below* the hwy.; in W. root of 24-in. hemlock tree= oopper nail and washer 459.61 Cx-ippen Sohool, 5.7 ra. W. off 13.4 mi. SE. of Forks; 65 ft. W. of the intersection of II. S . High~cay PIo. 101 and Rah Ri~~ er; $5 tt° W. of cent®xline of hwy. and 15 ft. L. of 48-in. ceder tree; ix~ top of eo~rete post] standard tablet stmnped "TT 2 J 1936 470" 470.397 Roferenee irk, 102 ft. F. of tablet; 40 ft. F. of crossing of - U.S. Eighway 101 and Hoh Road; in the N. root of 12-in. ceder #resf copper nail%and washer 466.92 Forks, 13.1 mi. S. of; 323 ft. SF. of USCd;GS BPR "S 27 1933"; 4O ft. E, of th® centerline of hwy.; in the ~9. root of 18-in. hem- _ l~sk Creel copper mail and washeP 48.~~ g2 nS 8? 1983" (tJSCkt~S Line No. 1) 487.492 ~~ -F, ,. ~. .;.y ~ :,, .. ,~, .~ :~, C' r 10~8~5B e~ ~ ~ ' `"~ , L~\ITED ST;ITES I>EI'.1RTSiI:\'I' OI"i'iiE II~TERll)R-(:EuLUGIC.IL SGR"vEY 18-r~ar2-l oPo 1929 ~LTITIIDE 1,. SEA LEVEL ORDER SECOND ADJ• Adjusted EI.evF:tions~ BaSE'8 ;Feet) on .Sea-bevel Datu3n of 1929 , Bt?~JKs 83344 and 1947 N,tid. Add. WASTiTPdGTON EZK PARK ~UADRA23GLE (Latitude 47°30 i-I~7°1,.5 ~; ~.ongitude 123°45'-~124i°~' ) GRAYS BE~RBQR ~'iPdD .?EFFEFi.SpN (X}UR;TIES (l) ~t~ wUTATAULT L(~Y~ 4U1~DR:~i~1GLE (203) ~~ac;Rtr~AS?~ .tLLOPdG :?IG$irIAY ~. 9 rraTO i~rr, CHRISTIE ~vADRA.NGT.,E {23z) ~~uinr~~lt, ~.l mi. ~d. of; 0.2 mi. N. eS ~effer5on-Grays Harbor ~~k~;: ;:~4~.,,~;:::,~ county line; in Jefferson pounty; 24p ft. Pd. of NAT. corner of ~ ~ „~ old Haan Hultin~s homestead house; 33 ft. S. of SE. corn®r of old barn; 16.8 ft. W. o~ center of rd.; in concrete post; bronze te.bl®t str~a?ped "L l6 1929" 256.520 ,. . ~., ,~;:.q~" ~~ ~~ ,y 9/19/56 ew UtiITED ST.ITF.S AEPART_IIE;rT OF TLIE L:iTERCOR-CIEO LOOCG AL SURVEY ie--ssac2-~ cra Page 1 of 1 F`+ LTITi'DT: ,ABOVE 1986 ~'fi:Alr SL'A LLVEL ~ItD.y.'R TH1RD L1DJ. Ad~uftAd elevations based cal the Se&-Lgva1 (F~et) D~.turl of 1929 and 1947 N~. Add. Book $ ?096 :`r~i5 J~PdGT" , PT SPRTJCE AsT~t. ~TI~.L~RA DTGLE (Latitude 47°45t-AA°00'; Lor.itudc~ 124°00~-124°15t ) JEF?ERSOt~I F~TD CL.^_LI,~^:'~ COL'NI'IES (1}1~~ HOT3 RI a, BRIIJGE, NO:R~Iy'EST ,~LOl'TG J3IGHtfi1?Y INS Fl?RKS t7~D?3AIdGLE (265) "R 2? 1933" {(JSC~CGS Line ?tla. 1} 237.888 Fr~l~, 15.5 mi. S. of; along T~3.S. ~i~;hvra~.~ 1^1; 500 f`t. 1~?. of C&GS B~ "R 29 1~J33"f top N. enda~. banister of concrete briuge over fioh Riv®rj chiseled square 251.34 K :y~x ~~ C 4f v` ' ~ 10~8~56 e j UNI'PED ST RTES DF. [':~RT'~4E\T OP THE Iti TERIOR-i,EOLO(7~C.~L SURVEY ie-sssaz-i cao Page 1 of 3 C~LAL~. SPRUCE ?fTN. (264) STATE ~tASHTI~~GTO1T B~ Byron $. Johnson, ALTITLsD~: ~~1IOVE ],9~(j '~fI:AI ~7I:A LE]TEI. ~?r3DER ~iIRD ~iDS. Adjusted ~lsvations based on the Sea-L®vel (Neer) Datum. of 1929 and 1947 NYC. Add. Books B 7096 a' K ~ Yt ~JASHINGTON ~ '° K SPRUCE STN. Q,UADR.~NGLL' ~ ' .. •,, ~ a ; ~ . (Latitude 47'45-48°00f; Longitude 124°OOp-124°15') JEFF~sRSON ~iI~'D CL4LI.~f'.'±° COUPiTIES (2)FROR~. FOP.KS QLTADF.AArGLE (265 AIEAR LIME BFTtiJ~'EI~ CLF~LLAR4 p~tD JEFFERSON flOi7NTT~S, SE. ALONG HOH ROAD TO Ht7ELSI7JNK CANOE CROSSING, 'I'~iENCL~ s0U1`~r.~s2 ALOPTG TRAILS r?`?TO r,~JR7I3t~EST tX1A'i1ER OF QUE~S wU4D£~.g.NGL~' (234 Cxippe~. School, 4.7 mi. rr. of; at a curve ~_r the rd.; 35 ft. ~~~. of I-~.. mark®r and 20 ft. N. of centerline of the rd.; in the S, root of 48-in. cedar true; copper nail and washer 475.47 Cr~.ppen. School, 3.7 mi. '7~. of; about o.1 mi. I~IYd, of wooden bridge over small oreek; 20 ft. NE, and 3 ft. above centerline of doh Road; in E. root of 18-in. hemlock true; copper nail Fad we:sher ~° 30.39 ~uslsdonk Canoe Crossing, 7.6 mi. '~~'. of; 3.3 mi. ti:. of Crippen S©hoal; lb ft. N, of the centerline. of Hoh Road; in top of ' canvrete post; standard tablet US Cops of ~Igineers, U.S.A. "P4~ Control"; eta~d "B 13 1935 i$,FV, 445" 445.419 Refersnc® re.rk, 134 ft. E. of rJ.a. Corps. of Engineers; U.S.A.B.ffi. "13 13 1935" and PO ft. N. of c entsrli~.~ of Hoh Road; in the S. root of 24-in. hetr,lock tree; copper.'-nail and washer 443.66 Crippen School, 3.1 I^i. ~. of; 20 fit. S. of the centerline and ?Q ft, above Hoh Road; 15 ft. SE. ©~'_'~4-in. hemlock tree; in t®'p of an iron pipes J.S. Corps. of ~,pi neers U.S.A. standard $ablet ' CONTROL" stamp®d "REI' ~~`.~.~?K" 454o Q9$ Crinpea School, 2.2 mi. ~P. of; 362 ft. ~. of wooden bridge mrt~t' ~i1lou~by Creek; 2b ft. S, off' centerline of Hoh Road ~,d, 26 ft. w. of rc. fork "~. to Schmdt's Ranch; in N. root of 2~4yin. spruce t~'ee; copper nail anc? vrasher 279.08 ~r~.ppen School, 1.3 mi. '.3. of; 30 f ~ r. of break of B'. bank of, Iioh River; 15 f#;. ~. of the centerline of rd.; on top of . .boulder; chiseled square 282.0$ Hu~lsdonk Canoe Crossing, 4.9 mi. ~f. of; O,6 mi. T'y. of Crippen sa#IOOl; about 15 ft. h. of the aerlterl~.ne of b~oh River Rd.; in top Qf concz~ete po$t; standard tablet ^.S. Corps of Engine®rs, U.3.A.; BFap Control; stamped "B 14 1935 ELEV. 269" 269.355 Cxippen S©hool, 0.4 mi. E. of; about 2O0 f t. 5~;. of SE. cor. of Cart Fischer's house and 12 ft. I~. of the cent®rline of Hoh Road; in the SE. root of 36-in. maple tr®e; 40 penny wire nail 293.$1 ~ _i tiNITED ST.ITES DLI'ARTSIE~I'1` OF THLr IITLRIOR-Gi:UL0G[C _1L Sti RVLY 10-so3e,~ ~ aPo _. Page 2 of 3 MTN. (264) BY Byron B. Johnson, :~ i.~ril t-nr; :~B~+v1: _ 1936 llr.n~; 5~~ n LEy'EL vHDER ~~~ ADJ. i FeeT) Books $ .7096 ~ ~ F ~~. ' (2)Cr~ppen School, 1.8 mi. E. of; 0.18 mi. E. of Wooden bridge o~dr esiall creek ark 12 ft. S. of the centerline of Hoh Road; in the N. root of 48-in. spruoe tree copper nail and Washori 307.01 Huelsdouk Canoe Crossing, 2.0 mi. ~. of; 2.3 mi. E. of Crippen 6chool; about 0.? mi. W. of Y-rd. fork to suspension bridge ov®rr Hoh_River; about 20 ft. N. of the cflnter of Hoh River Road; in top of conorete post; standard tablet L'.S. Corps of Engineers U.S.A.; kdap Control; stamped "B 15 1935 ELEY 338, TT STATION 450" 33$.3?4 Reference mark, 187 ft. SE, of U.S. Carps of Engineers; B.M. nB 15 1935"; 12 ft. SW. of the centerline of Hoh Road; in N. root of 48-in. spruoe tree; copper nail and washer 332.06 Hueledonk Canoe .Crossing, 1.0 mi. -~l. of; 244 ft. E. of II.S. Forest Service marker; between secs. ~4 and 35; T. 27 N.; R. 11 W.; ZO ft. N. of center of Hah Road; in the S. root of 3O- in. heaalack tree; oopper nai 1 and washer 372.7? Httaisdemk Canoe Crossing., about 170 £t. S. oP Hoh Road; 12 ft. N. wf the break of the N. bank and about 7 ft. above the river; - in the S. root of 12-in. spruce tre®; copper nail and washer 368.79 Reference mark, 2g8 ft. SW. of ti~blet3 170 ft. SV6. of the oon= fluenoe of Hoh River and Owl Creek; in the NtY. root of 12-in. maple tree; copper nail and washer 365.44 __ Huelsdonk Canoe Crossing, 0.4 mi. 5~~ `of; near the N?'7. cor. of ~,0-acre clearing; 570 ft. NtFir. of the i~~f. cor. of farmhouse; 150 ft. E. of the $. bank of Owi Creek at the confluence of Owl Creek and Hoh River and 20 ft. S'~~. of the NP6. cor. of atone ____ __ fence; in top of concrete post; standard tablet stamped "TT 3 ~~" ~\ J _ 1936 364" ~ ~. ~ 364.602 l ~, __. Huelsdonk Canoe Crossing, 1.4 mi. S=~'. of; along Clearwater ----" trail; lfi ft. W. of the break of cli#'f about 100 ft. above Obvl Creak and 15 ft. E. of trail; in the ~tE. root of 38-in. hemlock tree; copper nail and washer 576.25 ya ~ p '~y> Huelsdonk Cano® Crossing, 2.4 mi. SW. of; along Clearwater trail; 0.9;mi. N. of .Maple Creek; 6 ft~ W. and 2 ft. abovd the ,. trail; in the ,NT's. ,root oP 36" hednlock tree; .copper nail ,and washer 632.77 F Huelsdonk CarioeT Crossing, 3.'4 mi. 547. of;along Clearwater trai l; ~ ~1~' y~~~',~+r,~a"~,"~~ on. a heavily timbered bench about 225 ft. W. and about 50 ft. '~ above "+-~. bank of Maple Creek; 10 ft. Gl. of trail; in the top of con.arete post; standard tablet stamped "TT 4 J 936 E'LF9. 678" 678.732 Reference mark, 127 ft. S9Y. of tablet; 2 ft. W. of Clearwater trail; in -the NE. root of 30" hemlock tree; oopper nail and washer 682.02 U\IT~D ST_1TP•.3 DF,Y:IRT'~TE:V1' OF TIIE P,~TI:P,!~)R-CitSOl.v~_,tl' .1. SliR~'~1 - 'lt; 5Y3uP-1 wo ! i~ ~. if .-C~ r j • ..^. Page 8 of 3 ()LaD. ~PR{7CE b9fiRT. (264) STATE tflASHZTQGTO~T BY Byron B. Jo~tnsoa, ALTITUnr ~lsovr, 1936 ~'IF.AN SLa LEVEL OHDF;ft q'liTRD ADJ. ;Feet) B®®ks B 7096 ' (2 )Huelsdonk Canoe Crossing, 4.4 mi. S"tR~, off 1.0 mi. s. of ~gaple Creek along Clearv~ater trails 2 f`t. ~. and 1.5 ft. above the trail= in E. root of SC3-in. hemlook tree; copper nail and washer 824.56 (Continued in G}ueets ~uadraxigle (284) Z° :r S ~ t F r ti Vii.' 10~8~5 6 e ~ i ti?`ITED ST 1TES DEPARTU}:N`P OF TIIf'. INTERIOR-i.EULOGICAL SURVEY 18 -5sscz-~ ~Po ~ ;. MOUNT STEEL QUADRANGLE WASHINGTON UNITED STATES DSPARTYENT OF THE 1NIERIOR GEOLOGICAL SURVgT Third-order leveling Elevatlone based on the Sea Level DaQm oP 1929. through the medium of the PaciYie Northseat Suppleeantarq Adiuetment of 1947 Jeffermn and Yamn Cowtdee 8/19/53 8/28/5 . ~' 47°45' (MT. ANGELES) 2 MOUTH OF K) BUCKMGHORSE CA. B N_ D14MOND MEADOW HONEYM~~W 6 ~ ENCHANTED VALLEY CHALET .~. 5 K W 6 W S N T O ¢ ~ S~ 7 O'NEIL CR. m r SHELTER SSHELTER = ~ ;' 3 8 I ~ LINCOLN o 4 I G.S. N (MOHRWEIS) 47°30~ NOUNT STBII, QUADRANGLE 7ASg12fOT0A N4730-1R2315J15 Pmt 3 Lincoln guard otationr 4.8 miles mrth of; doug trail r~ North Fork 9rokomieh %verl 20 ft. seat and 15 ft. higher then trail; in 1Wge boulder; etmdard tablet etmped "ft A 21 1940" 1550.725 Reference mark. 60 ft. north oY tablet; in root of treat copnar nail with xeaher 1540,80 Lincoln guard station. 6,8 miles north ofy along trail ~ North pork 9kokomieh %veri 1.0 site woet of fork of Heller trail; ~er tLan ground; in boulders d u 3 "J 37 19 tablet stampe tmdard 1682.771 Raferonao mark. 540 ft, north of 4eblet; 3 ft. seat and 3 ft. higher thin trail; m bouldery absented square 1711,80 LSnro7a guard atatiaar 9.0 miles north oft along trail up forth Fork 9kokoeieh %ver; ,suet north of Nine Strom Shelter; 450 ft. . of moth boundary of Olympic Rational !!ow.:eat dgl; (IIeB. higher; in il and 2 ft th f t , o ra Forest 9ervice)r 1 ft. nor boulder; atmdard tablet etemged °J 36 1929" 2097.393 Reference murk. 25 ft, north of tablet; on boulder; ohdaeled square L >~l 2100.01 - u. PA181 NOH@lgIS QUADRANGLE NORTIMEST ALONG ROAD TO POIIff 0,9 NILE NORTR OP LI1iCOLN GUARD STATD)N (by N. ds Allen in 1940; sink H8642) Lincoln guard station. soroee river from; on Dickermn'e Steiroam Resort; 45 ft. NB, of ee¢tar of north and oP bridge and 27 ft. a t o4 ce¢tar of road; in thud atone in bridge e~roach guard rail; etmdard tablet stamped "T T ^ 784.954 20 R S 1940 LII~ 5 " FROM NEAR NOATHxEST CORNER OF THE BROTHERS QUADRANGLE ALONG ROAD SOUgANgyR TO HONEDIOON ;OiA0pI3r THENCE Po71TH TO POIHT 9 YIL33 NORTH OF LHiCOLN WARD STATION (by N. A. Allen So 1940; Bmke 88643 end Beb44) Diamond )below Shelter. 0,9 tulle t/B. ofr along Ned Creek Trail; 50 Yte seat of dry et'remF 42 ft, north and 9 fmt higher thin trail; in boulder; standard tablet stmped "I1 A 10 1940^ 2815.040 Reference marks 8 ft. NW. oY tablet; on boulderl ebieded square 2815.22 Diamond Neadmr Shelter. 1.0 m11e 511, of; on hilldde at gradual carve Sn train 400 ft, mrth of summit oY hi713 10 Yt. west and 3 ft, higher thin trails in large boulders atanderd tablet stamped '71 A 11 1940^ (not found in 1947) 2913.141 Reference mark. 350 ft, moth of tablet; 4 Ft, east end 1 tt, higher 7) 2962 29 then trail; on boulder; chiseled square (not found Sn 194 . N4730-W/23/5//5 23/ 2 Feint L3t~1a PRDY YOHRIBIS QUADRANGLE 1;88f OF CUSHION Ir6$1RFOIR NOATIM83T ALONG ROAD TO POIhR 0.9 YII3 NOATNBES'f OF LINCOLN GUARD STATION (by B.R. Jomm in 19291 Bmk B3405) ISnm1n guard etatlmr 0,9 m11e Ng. of along trail ~ north Fork 8mkodsh %verl 1 fie north of trend in 2/. by 18-inch boulder 1 ft, higher then grormd; eteaderd tablet etempefl "J 35 1939" 927.799 Ll~..Za AH~Oe.ENB~ W RANf~dB~(b9 L~taE iffiIADS~NORT~AS83~1)0 YOIIYf Low elvids Chalet. 5.1 muss Ice:. of; 13'15 tt. east of trail oroedng at Hooking Buses Oreskt 50 ft. mutt and 35 !t, higher Ulm moth bank of &lwha %veri 5 ft. mrth of trail; in mbedded boulder aver seat Dam oP which a mall etroem of water flees etmdnrd tablet ete~ped Z 27 1929 2034• 2034.136 (not found is 19471! TROY PoDit 0.9 YIlB NOlTfH885T OF LINCOLN OUAAD STATIDN NORTH ALONG ROAD TO NIlD7 BTAEYI 91MLTSA (leveled t ~~ 8~~; mar Sn 1929 and N.A. Allen in 1940; Rooks B 3405, Lincoln guard etetdonr 2.4 m11ee mrUr oft 1.1 m1. muUr of effi oP Cvahmm Lelm road; 0.6 m1. NII, of milepomt 18; 27A ft, /$. of rood forks= 43 ft, east of neater of road; oa mrUr dde of sharp double ovrvs end 15 h. higher thin the road; in boulder; atmderd ll67,090 tablet stamped 4 T 21 R. S, 1940" Hefsreuae meadcr 22 ft, west of tablet; on rook outoropE nhdaeled ]161,21 +9°ar'+ Liamla guard etetionr 3.6 miles mrth ofi e]oag road W North Sort 9ykoaieh %ver; Sa saddle where dralnege divldee to east end moth; 150 tt. went of brook Erin nortbi on north dde of road sad 2 ft. higher; in ledge of rocks stmdard tablet stamped 92,515 +J 36 1929" Hetezmae marks Z75 ft. north of tablet; 13 ft~~ aden~~• ~ 86 lover thin roedt on proeiaent soot out°roPi 4 FaeL Diemnd Yssdow 9helterr 2.1 dlee 88, of; in 8g. portfoa of Bongmmn Ysadowe; 100 ft. SB, of Neat OsMk; 80 h. moth of ptnminent lpuldsri ~ boulder 2 ft. higher than grovad; eteminrd tablet steeped "IS A 12 1940" 3526.650 Reference sarkr SO fie NN, of tablet; om boulder; chimled square 3528.% Honeymoon Yeadowsr 1.5 mf]ee 858. of; wag Laeroem Peee trail; 70 St, N8. of edtohbadrt 13 ft, xd and 4 fb, luxe. thin trail; in rook outoropt etmderd tablet damped As A 13 \ 1940" 4325.471 Aeferond mark. 20 ft. ~. of tablet; in root on seat dde of 4332.13 tree; mppsr ne11 with washer Honeymoon Yeadowdr 3.3 miles 556. off 3.2 m31ee north of Duoknbush tra117 25 i't, 1B. end 2 tt, hdghei tha¢ point xhere - trail musses rldgef Sn boulder; standard tablet eEemped 7 l 14 1940" 5566.431 Reference enrkr 14 ft, wed o8 tablet; oa boulder; obleded square 5563.49 &rmywon Yeadawer 3.3 miles 583.1 thence 0.5 mile (airline) ~. fromi 20 tt. sad and 2 fie lower thin top of peeks etmderd b tablet etempefl "H A 15 1940" (oleo trlengulation station) 620 ,445 itsferonae mark. 5O ft. weal of tablet; on boulders ohieded square 6189.02 Honeymoon Yeadower 5.3 miles &!. Sr 3 miles R, of Duokebuek Shelters 25 fte west of sdtahbaok in trails 6 ft, south amt 2 ft. lower tbea trail; Sa ror][ outcrop; wtenderd tablet ste,yd +N A 16 1°40" 3868,124 Heferenm merle. 340 tt, dom trail from tablet; on grmite 12 62 outcrop; chlaelad e9°~'^ . Dnaknbueh Arelterr 1.0 mile ~. ofr 30 ft, NN. and 4 fie Lighei thin trails !n large toulderl etmdsrd tablet etmoped "g A 17 1940" 2641.203 37 tt. SB. of tablet; in root on north dde of Reference mark . 24-lnah cedar tsmt mPPer na;1 xlth washer 2637.90 E08NT SYEEL QBADAANOLE EA91RlGTON N4730-182315/15 Feet 5 Duokabueh 9nlter, 1.2 miles south oP; 1 vile NN, of Hom Sweat 16m Salter; 1.5 miles north of P1ret Divide Pees; t ehasp bona Sm trail from south W Ng,; 3 ft. 91;, and 1 ft, aide of elanting boulder; atandord tablet 3556,447 Reference narks LO ft, ~. of tablet; on toulder; chlmled square 356611 Rome Sweet Rome Shelter, 0.6 mile south of; 3 miles NE. of Nine Stream Shelter; in eurmit of First Divide; 15 ft, seat and 1 Ft. higher then trail) Sn Plat boulder; standard tablet stamped "N A 19 1940" b688,362 Reference mark. 20 ft. mrth of tablet; on boulder; chiseled square 4688.77 Nine Street shelter; 1,2 mi. Ng. of; 10 ft..eeet end 3 ft. lower thm trail; in large boulder; standard tablet stamped "N A 20 3000,260 1440" Reference mark, 57 ft, dawn trail from tablet; 1a root of an evergreen tree; copper nail with washer 2998.15 LIt~ 6. FAQi HOIihRg00N 61EAD0115 SOUTFB;ESf ALONG ROAD TO PYRITE CTd49i, Bk B8 1940 644) . 1 2.5 RILES NE. OF O'hEII. CRgER SRELTER (by N. A. Arlan, Honeymoon Needowes 1,5 miles 5R, of; in Anderson Paee; 50 ft, south and 5 ft, lower tLen daderwn Glacier troll forK; on seat edge end 6 ft. higher then ®e71 pond; in west ids of pinnnLient boulder; standard tablet atmped "R A 22 1940" 4464.552 Reference mark. 50 ft. mrth of tablet, on boulder; chiseled square ~~'~ lndereon Peea, 1.9 miles SH. of; 40 ft, north end 10 ft. lower than tra31; in large boulder; standard tablet stamped "il A 23 1940" 3010.743 Reference nark. 100 Tt. east of tablet, 20 ft, east of bend in 3077 58 troll; on Winder; chiseled square . Anderson Pees. 4.0 miles 911, of; 0.9 mile NE. of Enchanted Valley Chalet; in clearing; 10 ft, north end 3 ft. higher rhea trail; in boulder, standard Tablet stamped "II A 24 1940" 2117.845 Reference nark. 50 ft. ;~, of tablet; in notrL et Lase oY a 2118 46 lone evergreen tree; copper nail with washer . lmdereon Paee, 6.0 miles 8g, of; 0.9 mile Sg. of bridge over Quinnnit Riser; 50 ft, SN, of Lmate Creek. B ft, MP, and ateaq~edl"H A 25a1940"u ~ large boulder; standard tablet Aeferance nark. 30 ft. 911. of tablet; on boulder) ohiealad square Amdereon Pees, 8,0 ntlee SIT, of; 3.0 Hiles RB. of O~Neil Csmek Shelter3 160 ft. t>E, of Pyrites Creek; 25 Yt, NE. of trntl; in boulder; etandazd 4blet stamped "A H 20 1940" Lffi 7. FAOIi 1R. CARISTIE WdLAdNOLE HORTBeABf ALONG QDD;RACY AIYEA TRAII. RO PYRITES CANER (by A. J. Hruce in 1940; Hook 88640) Graves Greek guard elation. 7.1 miles NE, ofi at O~Na11 Crteic 9~e14r; 55 ft, north of center of river, 53 ft, south of trail and 8 ft, south of ~. corner of elualter; in boulder; standard tablet stamped "R 8 18 1940" Reference mark. 32 ft. west of tablet; in root on mrfh aide of 30-inch eeple trees copper nail with washer O~NeII Creek Shelter. 2.0 miles 2IE, f. 0.6 mile NE. of Nonam Creek; 25 ft, south of dry wash; 8 ft. mrtL and 7 ft, higher than trail; in boulder; standard tablet stamped "A B 19 1940" Reference mark. 57 ft, NI;, of tablet; on large pmminant boulder; chiseled square O~Neil Creek Shelter, 3.0 miles NE, of; 8.0 miles 5;1, of Anderson Pees; 160 ft. NB. of Pyrites Creek3 25 ft. Rg, of Lra11; 1n boulder; standard tablet stamped "A H 20 1940" Reference corks 190 ft, SR. of Pyrites Creek trail with junction of river trail; Sn root crown on south aide of 3b-inch fir tree scribed "U S Y A BR 1445"f copper nnil with washer L$$'.B.• FR(A; TiIE HRVli@A8 QDADRANGLE ON HANHA pAYYI RIVER IB9T ALONG ROAD TO 8ND OF AOBD (by N, A, Allen in 1940; Rook B 8641) No pexmenent bench marks tali on this quadrangle. 6 Fat 1740.994 1738.65 1449.890 1179.381 1180,61 1362.873 1370.35 1449.890 1446.92 CORPS OF ENGINEERS, U.S. ARMY ARMY MAP SERVICE WASHINGTON 25, D.C. 1N REPLY REFER TO ~Vl County Engineer Jefferson County Department of Highways Port Townsend, Washington Dear Sir: ~. i MAY 1961 Your letter of 24 April 1961 to the District ~gineer, Seattle District regarding the destruction of three Corps of Higineers survey monuments was referred to this headquarters for reply To assist you in preserving these valuable markers 3n the future, de- scriptions of the Corps of Engineers monuments in Jefferson County are being furnished under separate cover. Sincerely yours, g, ~, 1 Incl {under sep cover) D. L. MILLS as Chief, Department of Geodesy oi~~,,k fi/~w ~a~~ ai~~~k d 5~ ~~Q~ ~ ~, ,~`~c,w I'~a~ I~ ~~~„, ~ 3,ohb ~, ~ 7 ~ 44 ~' w ,d1- =' ~~ -~99. io z .5'0 0. g 7B ,_ ' ~: .. ~~ ~</ `s, ~.7 s5 s.t~-$, ~~° :~.... ~~6,r~z~ ~ ~ S .35 a ~ 9~, o a G C~ ~ ~~ ~ ~ ~ ~'~ I ~.. 1 \\ . ~~ ,~ ~~. F ~. ~estt~s I~.str~.ct ~f'~3.Car G & t~~3.c ~u~way ~e~at~t e~er~ta® ~ Dear:Sirs We ~ ~c+etux~r~xg '~~ t~ex~ ec-te cowers -two tri~~,tlatiaa at ati~ ~~ d~ka et~ed eT 1955'e. Thew ate epparent~- 2'rcm the maru- ~r that mere ranvv~ed by road aons'~ru~.3.aa 3x~ eaarr3y ~.~61,. P'~r,aee rater 'Co oo~epor~ce of I+1cber and Dec~tnber: lgb0s ~l.3ex ~~ ~f~~ S~exe~,~ Eli A. ~GI~,R ~ouuoty der HAR',TF'Y ~~, GFi'i~LST~d t?~3`9.t3e ~r~g~~eer EABf SSG/ed w..ui..r» ti}~+t-" C:r xa ~~~ wir•ra.r 0 eA m.anM Iw (htLlC Onm ~sY/ J 1~r M iA1r' ~~ f IYa~R4 Wn ;-aww aar '...tt~ll~ !l.^e t,rat taws ~~A `~ Cei2.p! ,rMtMq kter a,Mcmra W ~ tl,.n.ta re wlr G~aS 'Cariait„u2.ieEtst~ ossaiRaa GDlbemrw a0 ewri~ i.ta-ttaiM tv Ckui i(iN~MlYarm rc p1 mraat,rm er.nrtt.a 5 3 soil9~ q aa~leeim iat hi cSlcane, Ut~a+~ 33• ~; ~ ~i~ ' N ~1! kmi<6 AP :.: :, a.' 6atr~ ~ A~ ,~ ,.- tYBA ~WW1~~,~., e o4 LAo r.s-t.n vornar ed a ~ *Y . }~~~t ~ Lha1t b; ,. :..>y ad a aalnuT3, r'Oet AA t~ ~Y! 1~ ,~a,G7r+y s~,i. Paeb M~iEi 6Yf • -. .t , ~~ ~d~ ~~~ E i e ~:.., 'di f~i~ ~-~v lam rev arm aata..atcr 1'"i7t.'f'f~i ~dYk k aebw A/ gwVlSe?PS}'elaGi~i a.wl~et ta~ew Cu l.~.ttt.a pp ~~taa ~•.y~__ A"FAO a}At +'{~7R~ a Plet.geo 6e< FI r.sSlw. fl~e'anBNrtS'e ft:) •; rl~.>•.f~.' t9~r imra}ieb 4afA r .d1 G shells .f eafi~~,~ iyy ~T( ~yl~( ~ ~ j 7 ratr-t~saM W GkGS xa+.tt.e e..weasl~ea S.S ~ ~ +.MiA LM'e~ MO! ~ mb Gu17~o[m, tb+»,e~ dr7,p~1 q~{~9 ~,~ m:ila norchvaYb ix fi 7'qm&, {t.2 a 1~~ ~~q the r.,m~ v8 a ~ }` q roa~.ar vP a aoi~o ~-~~~ ' Itss)ar ».a a9E6t i G¢7Y N ~~ Q, .. slam .. - ' F.. ~;< o '<.~~' c ~ 8 • ta# . • ~t~.a~i yra- sws 4s ss +~ oIWcGAt1kTR1R aF ~At 11~t ~ ,, '`~ F+~a Gs:~lo6wa mrmre «e 8~~~+'~~ 4~+`° swN`. ,d A~,ntltn hca ale vew, tare r ~ ,ijyp~~ ^~r~~ ilOtN ae ~ " yl .,~. ~. oe au to ~S R961•~ l9-94i ~ ~ a ~ w~R ~~'~ _~: _ _ itC ,.+ a GS GS eiw Ntitaryt~ ~ri ~~ ~i . c..:rtyttea ~.S a.~lem ~ y,~ b ~h1i1 r i~rflf c~ ++t 6~r~vsam, ~vi,r.~il~gi~~#p~ nv ~+rrt a ~;, 7ore!: of • ysa.~ g~1e e31 qf~ 8 ~ vr;i p~ L'W~ ~1 .i.o cga4ter Anna eA xl6o awe +- sM iEm1+k. 40t'*~aN neaavsaat aA' v d'i~sae ~~ ~ 4~~ s lot+t,, E_`C ~ten~wsi a~ al Hass iii kKie Yob o.f a ~tl,~c9itt i~Mil r; ~~,; ~ ~ ~ ~ ~'~ +Ar_+~,,t.•~ ~ kGK1 mate MauAL~SSt~ eressr JaPParoot uu..-~: 1 z.+.a QLii.~l'. ~7.i;s~ +jart:7 Jatteaal+s ttYal rP mrrrr V^. €g$c.'.>~ ,Mrcnw. oN aelast cox ". ca ae taM rraa :~e~~ ~IiwfA t-g1e6~/F)3Ger AMatta,•MN ~V. e~j ~a.«s<a+. »e as» CPi~' ~qtd~ t $~ or+in+w A 4~ 1+lMSf 9[+aae! t a1~ r~ ~~ .. Nreat;:ea moantrolwr S.! ~3sle ' altEt X1.1 4 rsed lA'vei rlt~ lekv80 6u:1AAeae, ~f ifi+De ~l~a~ A~ 3Mait. lWss ~. 'Y maBE$1i t!P ch9 eS~ AC OM oty ~ • vib WGd iFeit':hWeiy Pecan ezesG ~ trite e~oar 1J0s Get tt~iMi~, b i ts~'~i-st a ys~r ymJ*, ~.R ~r~ aesta.~ et!' r• t~Q@tRnGq !fin •LGea_, s Pam d1i.4 iD~ +~iM~s ' re3ead , asx',. ears #a, Q~ 4ag .~ ~ slw?~ts~q pal pig g3ra ~'soe~ad. .. ~~t~ .~~. *~~ ~. ~' ~~ ~; dtQM"«~ ...., °~ ,a~a........,.tiaal~.. z . - .~k ~~., - ~~~ q~ ~~C>" a y _ _ _ .>y, ., ; n ~,~ U~ SoJ.~PAI{TMh;NT OF' COi4MMuRC~ CAA:iT AND GI~7JDI.TIC SUR`JEY Seattle ftegiona2 OPfioe 1.501 Fairview Ave, East Seattle„ Washn 9$142 Jute 9, 29f~k COAST ANll CEULi~".`l~ >U}3VEY ()F'FIC~ TO ;-t4VK .,~..~.r. ~..~..o. ... The Seattle Keg~.ana~. UfPice oz" t}Ye Coa.ast and Geodetic :~ur~vey, ~,rhich has been l.oaated at Room 745 ~~'ederal. 4~'fiwe Bui?dinge 909 First Avenues Seattle, .£or many years, wi11 mouse about Ju1~;r 1, 19b4, to the Suiwege s Saae on Lake Un~.on~ The new address wi21 bee seattla }~egioxial Office 4=~a.at ~d Geodetic Survey :t~C~...~air'vi,esw Aveok:ast AJl3~Mt:1es WFlshington 98Y42 s~3nphc~ns s t'it! 2A3300 Exto 4~i4a 465, 466 AL1 mai.]., ex~u'eaa, frei~t ~:tci local de? ~.veries for the ~.;aast and Geodetic Survey should bs sent tc~ t}~ls as~~irase~ G, .. IRA R ~ KJ }~TTOM CA 1 TA IlV 'J:;C~"t5 Ii~sGI0I3A~, UFFTC~;R - - ..._ .. Jest l7„ ],9ff~t ~ractc~ U,~ ~„ t3ao . t'3~t~tic 8w~v~ ~t~g~ 2S~ n, C. Isar S enGlot~d H~rc~ra,~r~ph~.c3t~3tm marl~r woe tur~asd atn to this off3.~ x~s~t]y h'Y ~ lsl recite ~+h~i o'trta~afl it ,f +xcr~e ~r~osmg wha td they ~fauad it on tl~r be.# J4r rxa~r as ~ ct~n cieter~.i~e~ ite locatio~t 'ov~s an the eae~herly ~hc~dr of tae 8tr~.t of Jinn de ~a~ apmately two mikes weeter~ of .Fart Wi'~,eca~ is~ J'eff,~x~'t e~~ W~h~,n~cet. When c~$i~t~c1 t~a ~,~ it xsa ~ a thix~y inch leri~hh off' 1~ 3.ncth iron piggy ~ rr~a'iret'~ 3~ir easier .;~. 8incerely;~ ~' A. HECK Cauz~ty Ear HAR'f~Y $ ~ t~1RTb~~AN offi.~ ~~sr EABf ~Clsd erul~.~ I t3 o S o D~ PARTNI~NT OF' Cpi~lMMuRCE COAST AND GNYJDETIG SURYE7C Seattle Regional Office 3,801 F'sirv~iew Aveo East 5eattles Washy 98102 June 9s 19b4 COAS3' AN1l C1~UD1;~~C iUl~'VEY ()l~'F°IC~; TU ,•tOVE .~~~~ ........ ,.:_..........._..d_~. The Seattle Regional Office of the Coast and Geodetic Survey, which has been located at Room ?05 ~~'edaral Office Building, 909 First Avenues Seattlea for many years9 will moves about du3;;~ 1s 19649 to the Suiwey~e Base on Lake Union Thy new address wi11 bey c~+~att3e tegional Office f;~~srt and Geodetic Survey 3,+3C•i .~airview Avea least .3eewtlas Washington 48102 s~lepnanet t2U 2A33o0 ~;xto 464, 465' 466 Al.l mai.].s exFresa, fz~eight ,~:u! zocel drsliveries for the (:oast and Geodetic Suawey ehauld brts sent tc~ tFiiu ad~ireae~ ..- _ _ ~ ~w IRA R a RU BSTT'OM CAPTAIN 3SCl~G5 R'r:GIONA~, OFFICk~R ~~:- . E~~:u.._ ~/ ~ d d i ~ 2 ~,~' THIRD-ORDER LEVELING Bea Level Datum of 1929 Jefferson, Kitsap o and Mason o Counties M N Edition of 7/1/55 Supersedes Multilith list of 4/14/43 Elevations based on o the Sea Level Datum N of 1929 through the medium of the Pacific Northwest Supplementary AdJuatment of 1947 a w F UNITED STATE8 DEPARTMENT OF THE INTERIOR GEOLOGICAL SURVEY 4745' QUILCENE (259) C; Q 1 1 0 ~ m t BRINNON ~ O FLATS 2 BJ PT.MI ERY DUCKA- BusH p~- N A g/ `P SE BECK TRITON O O ~O O HOLLY 6 6 PANTH ER 4 LAKE O 5 7 4 3 A ALLYN (199) 47'30' USC&GS Leveling Lines A. Shelton to Bangor, Washington, 1948 42 Wash. B. Twin Rivers to Olympia, Washington, 1948 ~45 Wash. Feet LINE 1. FROM QUILCENE QUADRANGLE SOUTH ALONG U. S. HIGHWAY TO POINT 0.7 MILES NORTH OF BRINNON THENCE NORTHWEST ALONG ROAD INTO THE BROTHERS QUADRANGLE (by E. E. Jones 1929; Book B 3404, releveled by W. A. Allen, 1940; Book B 643) Quilcene, about 8.7 mi. S. of along Quilcene-Brannon Road (U.S. Highway 101); 4.7 mi. N, of Brinson; opposite Olympiad Camp; 20 ft. W. of rd.; in root-on N. side of 60-in. cedar stump; copper nail with washer (recovered by USC&GS) 42.336 Brannon, about 1.5 mi. N. of; opposite Seal Rock Camp; 6 ft. W. of rd .; in root on E. side of 48-in. cedar stump; copper nail with washer (recovered by USC&GS) 17.677 "22•J 1929" (recovered by USC&GS in 1931, by USGS in 1940 and reported not found in Oct. 1952) 10.233 Reference mark, 247 ft. W. of tablet; 20 ft. N. of and about 2 ft. higher than the rd.; on ranite rock; chiseled square (established in 1940 13.00 USC&GS standard disk stamped "P 15 1931" 20.781 Reference mark, at N, end of W. aide of steel bridge over Dosewallipe River; over pier; on concrete guard rail; chiseled square 26.52 Brannon School, about 0.75 mi. NW. of along Dosewallipe Road; about 300 ft. W. of bend in rd .; 170 ft. N. of frame house; 60 ft. E. of treat of hill; 10 ft. N. of and 3.5 ft. higher than rd.; On corner of large boulder; chiseled square 250.65 Brannon School, about 1.8 ml. NW. of along Dosewallipe River Road; 360 ft. N. of frame house; 25 Pt. S. of and 2 ft. higher than rd .; near fir tree; in boulder; standard tablet stamped "1 WA 1940 159" 159.071 Referenae mark, 29 ft. S. of tablet; on boulder; chiseled square 154.85 "23 J 1929" (reported destroyed prior to 12/28/54) 130.648 "2 WA 1940 2l3" {reported destroyed prior to Oct, 1952) 213.397 Reference mark, 130 ft. W, of tablet; 20 ft. 3. oP rd .; on boulder; chiseled square 214.41 Dosewallipe USGS gaging station, 1.3 mi. E. of; 300 ft, W. of crest of hill; 230 ft. E. of frame house of Sam Lehman; 18 ft. 9. of and 2 ft. higher than center of rd .; on N. aide of large rook outcrop; ahiaeled square 229.53 Brannon School, about 6.6 mi. NW. of along Dosewallipe River Road; 25 ft. N. of Corrigenda ranger station; 15 ft. S. of rd .; in 10 by 10 by 5 ft. boulder; standard tablet stamped "24 J 1940" 372.450 Reference mark, 185 ft. W. of tablet; 13 ft. N. of rd .; on boulder; chiseled square 368.32 LINE 2. FROM POIMP ON U. S. HIGHWAY 101 ABOUT 2.6 MILES SOUTHWEST OF BRINNON NORTHWEST ALONG DUCKABUSH ROAD INTO THE BROTHERS $U~4~GLE (double-run spur line by W. A. Allen, 1940; Book PT. MISERY QUADRANGLE WASHINGTON 229 N4730-W12245/15 Feet Brannon, about 2.6 mi. SW. of; USC&GS standard disk stamped R 15 1931" 18.734 Reference mark, 245 ft. NE. of tablet; 15 tt. W, of hwy.; on boulder; chiseled square 30.55 Brannon, about 2.6 mi. SW. thence 0.8 mi. NW. from; 2.8 mi. E. of Interrorem guard station; 306 ft. E. of driveway entrance to farmhouse; 15 ft. N. of OI Pa.; on 00Ulaer; CRlaelea squire L11. Br innon, about 2.6 mi. SW. thence 2.0 m1. NW. from; 1.7 m1. E. of Interrorem guard station; in forks of rd. leading SW. to U. S. Fish Hatchery; 28 ft. N. of rd, to hatchery and 20 ft. S. of main rd .; Sn concrete post; standard tablet stamped "T T 23 RS 1940" 196.726 Reference mark, 67 ft. N. of tablet; in root of tall fir tree; copper nail with washer 197.66 Tntennnnam eua nA sta Y.l nn. 0.7~i m1. F.. nf: 2q7 fY.. R. of rd. milepost 3; 55 ft. W. of wooden bridge over drain; 17 ft. N. of center of rd.; on boulder; chiseled square 315.89 Interrorem guard station, 225 ft. NW. of gate entrance; 14 ft. N. of center of rd.; in small clearing; in boulder; standard tablet stamped "T T 24 RS 1940" Reference mark, 118 ft. E. of tablet; in root on N. aide of 24-Sn. cedar tree; copper nail with washer 317.8D LINE 3. ALONG ROAD IN SOUTHEAST CORNER OF QUADRANGLE (by E. E. Harris, 1941; Boox B 9283) No marks fall on Quadrangle LINE 4. FROM PORT ORCHARD QUADRANGLE SOUTHWEST ALONG OLD NAVY YARD WAY INTO ALLYN QUADRANGLE (by E. E. Harris, 1941; Book H 9283) McCabes service station, 0.2 mi. SW. of; 30 ft. SE. of center of rd.; 28 ft. NE. of center of dim rd. leading S.; 2 ft. NW. of fences in concrete post; standard tablet stamped "75 H 1941 2721 271.249 McCabes service station, 2.2 mi. SW. of; 0.5 mi. NE. of Bear Creek service station; on line between Kitsap and Mason Counties; 18 ft. NW. of center of rd .; in concrete post; standard tablet stamped "76 H 1941 140" 139.467 LINE 5. FROM ALLYN QUADRANGLE NORTHWEST ALONG ROAD TO FORKS OP ELFENDALE PASS ROAD THENCE WEST 7 RIL°^ (double-run spur line by W. D. Wlthinton, 1948; Book PV 70 a) Bear Creek service stations about 1.9 mi. NW. of along Bear CreekRoad; at forks of gravel rd, leading N.; 100 ft. NW. of the Jct.; 27 ft. NE. of center of main rd.• in concrete post; standard tablet stamped " 1 w 1948 493.891 Reference mark, on S. concrete head wall of culvert; chiseled square 490.97 Bear Creek aervlce station, about 2.5 mi. NW. of; 70 ft. 3E. of forks of rd. leading SW.; in base on N. aide of 10-in. madrona tree; rail spike 502,25 Bear Creek aervlce station, about 2.8 mi. NW, of; 15 ft. E. of rd.; in root on W. side of 12-in. pine tree; copper nail with washer 556,87 Bear Creek service station, about 3.7 mi. NW. along Bear Creek Road thence 0.2 mi. W. from along Elfendale Paea Road; 28 ft. SW. of forks of rd. leading SW.; 15 ft. NIJ. of main rd .; in concrete poet; standard tablet stamped 2 W 1948" 562.730 Reference mark, 25 ft. S. of tablet; in root on S. aide of 12-in. fir tree; copper nail with washer 562.93 Hear Creek aervlce station, about 3.7 mi. A1W. along Bear Creek Road theme 1.2 mi. W. from along Elfendale Paes Road; 15 ft. N. and 6 ft. E. of forks of T-rd, leading N.; in root on S. aide of 40-Sn. fir tree; copper nail with washer 543.89 Bexr Creek service station, about 3.7 mi. NW, along Bear Creek Road thence 2.2 ml. W. from along Elfendale Pass Road; at forks of Elfendale Pass Road leading 3W. and rd. leading W. Just S. of county line; 159 ft. E, of small wooden bridge; 33 ft. S. and 120 ft. E. of the rd. et.; in concrete post; standard tablet stamped "3 w 198" 428.873 Reference mark, 103 ft. W. of tablet; in root on N. side of 30-1n. pine tree; copper nail with washer 429.01 319.040 LINE 5 CONTINUED Bear Creek service station, about 3.7 m1. NW. along Bear Creek Road thence 4.2 mi. W. from; 0.25 mi. W. of forks of dim rd. leading S. to Hlacksmith Lake; 16 ft. S. of rd. and Sn line with old rd. leading N.; in concrete post; standard tablet stamped "4 w 1948" 549.206 Reference mark, 4.5 ft. S. of tablet; in root on W. -side of 10-in. fir tree; copper nail with washer 549.39 Bear Creek service station, about 3.7 ml. NW. along ' Bear Creek Road; thence 5.3 m1. W. from; 20 ft. N. and 33 ft. E. of forks of trail leading S.; 3 ft. higher than the rd, level; in root on W. side of 10-in. fir tree; copper nail with washer 561.80 Hear Creek service station, about 3.7 mi. NW. along Bear Creek Road thence 6.1 ml. W. from; about 1.5 mi. E. of forks of Dewatto Bay Road; 400 ft. W. of summit of hill; 18 ft. S. and 15 ft. W, of forks of trail leading NE.; Sn concrete post; standard tablet stamped "5 W 1948" 480.938 Reference mark, 30 ft. N. of tablet; in root on W. side of 6-Sn. fir tree; copper nail with washer 481.59 U. S. 29th Engrs. standard disk "T 3 M 2 L 1 B 7 1937 228.07" 228.569 Reference mark, U. S. 29th Engrs. standard disk stamped "RM 3 1937 T 3 M 2 L 1 B 7 242.00" 242.520 LINE 6. FROM JUNCTION OF HEAR CREEK ROAD AND ELFENDALE PASS ROAD NORTH ALONG ROAD TO_ FORKS OF GOLD CREEK ROAD THENCE EAST ALONG ROAD UP GOLD CREEK TO NEAR EAST BORDER OF QUADRANGLE ' THENCE GENERALLY SOUTHWEST ALONG ROAD INTO ALLYN QUADRANGLE (by W. D. Withlnton, 1948; Book PV 70 a) USGS standard tablet stamped "2 W 1948" (described in line 5) 562.730 Forks of Bear Creek Aoad and Elfendale Pass Road, about 1.4 mi. N. of; 1.8 mi. 5, of forks of Gold Creek Road; 21 ft. N. and 18 ft. W, of dim crossroads; Sn concrete post; standard tablet stamped "6 W 1948" 555.397 Reference mark, 46 ft. N. of tablet; Sn root on S. side of 10-in. fir tree; copper nail with washer 555.96 Forks of Bear Creek Road and Gold Creek Road, USC of E standard disk stamped "T 2 M 3 L 9 H 3 1937 625.66" 626.007 Reference mark, USC of E., standard reference mark disk stamped "RM 2 T 2 M 3 L 9 H 3 1937 624.585'" 624.925 Forks of Bear Creek Road and Gold Creek Road, about 1.0 mi. E. of; about 700 ft. E. of cable crossing; 15 ft. S. of rd .; in root on S. side of 14-in. maple tree; copper nail with washer 780.01 Forks of Bear Creek Road and Gold Creek Road, about 2.0 mi. E. of; about 2.1 mi. W. of forks of rd. leading down Union; at sharp angle in rd, from NE. to S.; 24 ft. E. of dim rd. leading NE.; 20 ft. NE. of main rd.; in concrete post; standard tablet stamped - "7 w 1948" 807.800 Reference mark, 14 ft. N. of tablet; in root on S. side of 14-in. Willow tree; copper nail with washer 810.16 Forks of Gold Creek Road and Union River Road, about 1.0 mi. W. of; 7 ft. SE. of rd .; in root on W. side of 8-in. tree; copper nail with washer 834.63 Forks of Gold Creek Road and Union River Road, 21 ft. W. of center of horseshoe bend in rd. at; in concrete post; standard tablet stamped "8 W 1948" 791.970 Reference mark, 40 ft. W. of tablet; in root on E. side of 10-in. tree; copper nail with washer 790.08 Forks of Gold Creek Road and Union River Road, about 1.0 mi. SW. of; 15 ft. E. of rd .; in root on W. side of 10-Sn. tree; copper nail with washer 673.50 Forks of Gold Creek Road and Union River Road, about 1.9 ml. SW. of; 18 ft. SE. of rd.; in concrete post; standard tablet stamped "9 w 1948° 572.691 Reference mark, 55 ft. N. of tablet; in root on E. side of 10-in. fir tree; copper nail with washer 574.54 USC of E., standard disk stamped "T 4 M 2 L 3 B 2 1937 311.22" 311.330 _ Reference mark, about 400 ft. E. of tablet; in concrete ost; USC of E. standard reference disk stamped ~RM 3 T 4 M 2 L 3 B 2 1937 312.86" 312.950 LINE 7. FROM POINT OF BEAR CREEK ROAD SOUTHWEST ALONG ROAD INTO ALLYN QUADRANGLE (by W..D. Withlnton, 1948; Book PV 70 a) Bear Creek service station, about 2.5 mi. NW. of (described in Line 5) 502.25 No other marks fall on Quadrangle GPO 969663 U ~ S o D ~.'PARTMEN?' OF COMMERCE COAST AND GEODETIC SURVEY Seattle Regional Office 1801 k ai rviewr Ave ~ Eas t Seattle, W'asha 98102 June '9, 19~~ COAST AND GEODETIC SURVEY SEA2TIdi OFFICE TO BISCONTIN[IE,_SALE AIdD DISTRIBUTION OF GEODETIC CONTROL DATA Effective ou Jralp 1, 19b4 the sale acrd distribution of geodetic central data by the Seattle Regional Office! C~G5s will be discontinuedo This data consists of geographic coordinates9 state plane coordinates, and descriptions of tsiangulatian stations; deacriptio~ and el~ratioas of bench marks; and control indexes sad diagrams Customers should obtain this data fromx The Director Coast aad Geadetic Surveq Uo So Department of Commerce Washington, D~ C~ 20230 Descriptive circulate and price lists gertaining to this data are obtainab is on requeat~ ~-`,~a~'Ct"'~~C , IRA Ra RUBOTTOM CAPTAIN, USC&G$ REGIONAL OFFICER t w1r M~MM1M~ ~ t01~~i1 M'MMA Nf111 ~ ~M IIM ~rllir $1- _~ ~, 46 Nesb. Sleptember 27, ly4b ~' ~ 25S•-`i.bout °:'t miles.southwest along SCata RigLway 9 frw •'•~ %-~ - - the D1cy hallaL rt Towpa na, Jefferson Cowrty; at b$cag~Cglg~, . UMI?tl) S?¢TBS CCnST J-~A•k>wPR'PYC SUMV$Y~~~ 57 feat-south of easn ec ae of the seat-and-weal on 799~:44~. tirsfrbrdei' levelin5 ' feat vreet pT LLe oincer line, of fns l:i~tsway, 18.b coat sout4 oP .. pole )6 !c-v, ono l.u feoc nbutn off' n white wooden. witness poet... S[neus~-LO tladl0bk,.Waep. A. standard d1aw, at+aayea "L 256 1y44".,anA eat in Lhe top of a a°A- or~te post proteccind about O.o foot above ground. This lino i•oilowa SLate~t(S.ghway-4.fraerUnoua~ co Your Corners,-.~ - ~roaas from Pour Cornera'g1s Healoak to 7:ordlanv }+.erry, end..a roa$ '~ - _ Spur line to Yort Townsend an{ "Port.Wgrden• ~. - on Indian Yslam Prom Lhe ferry anaing to the U.$: Naval rwgazine: A spur line foliowa :;Cate HS8hway 9 Prvr Your Corners to Part Town- 'LZ 256 1U.S.E.1.--„Wet 6.6 arilee abuthwsst along State High- ; send and s+orCWordeA• Ttae~~[lgld worw Was donefrgm SepteaDer llto. wny 9 from the city unllat i-o t Tormaen Jefferson County, about 20, 1944, by a party in ohargs of Glnronbe 8ymae,'Jr., aasooitlte, - O.15 mild north of tour Corners, sou -5 feet eoutLof r drive- gaodeWo engineer. way leabing oast to n s~°mo house about lU0 foes oast Of Lne - ~1eh~•ray, 2C.3 feat ensc off'. tre Dancer, line of tine Llghway, 7.2 Fhr additional Oencq warkrin th8vlelnity off? Lueua, sea.^Twin.. feet west or t:,e west roan oY a 4U-inou atumy, and about l~too~a- Rivers to Ulpmple, rlaen." a lower thou. the highway. -,+ Corps oP, Engineers, U.Ei.....rmY,. pp '~ ~ trol-station d1sA; stewped "Z"L 250 ,tZ,aU'LTES L:,nK" aitd set isthe 3 0 1 (U.S.Y.).--About~0.7.eila north ~sldngU.S. Higi[wsy lol 1'roa top of a conbreteyoet proteotls6'alrbut-b.ingpea abovsgrouad. ~ ~ ~I tbs tunotlon of State Highws.y 9.at Un,~ oua,.JeY'~sraon Canniy. about ~ ~ - ~~ lU0 feet southwest of the gerteY qY a aurMe tlGLhn nortli6a>ltend"of Y 256.--wbouc 5.7 mllea eouth:vest along State HigLway 9 Prop _ u i e 1{!,-ells LaagaRL, aL the edge off' the:eonnaonea Llgnr+ay[t~Sg 1'ee6 LLe city hall nt ort ? •en Jeffersgn County, at the Junotion ~X northwest bf the northwest,rail of n rai.ronQ treble, ob.> feet south of a yrlvnte:roea-ton [+6 tea 34.e toot west oP Life oenter line oY a white past letlerea "yak' 13g Jill,"~53.?feet northeast Of oY LLe t.i~Lxay; lb feet north of W,e oenter line. off; tpe rood, h pole 45/4, sad ;y.g: Peat. aoucLeaet .off chsoen~tec i1.ne otipe 'Dlghway. y.6 roar northeast of a fence eorner, 3.5 Peet east of tae. i'enoe, a Corps off' Lagioesrs U.3. orgy acnndaru map-oontrol-elat1o17 A'iak, ena1.5 Seat'uorth of a whiw woooon wltneas post-. A etwndara eLnnped ^0 1^'sad wE 1A the toy of a oonQrei* ppeL pa'OteeLing d1ak, atampea ^Y z5o 1944" and set in the top. qY a conorata post` about 1 inoh above ground. ~ ~ pr°)ecting about 0.6 foot above glrouna. ~. ~; •'; .5..• aH (U.b.G.S 1•+-J,bvut 12.6 miles aouttarsE,L a?,oAB bLa~te About 5•u miles euutuwest along dtate Yiighway 9 from cue DSDy Lighway y 1'ron the oicy hall, atPort 'wwne Jel'Parson Coyaty, ll nail ut yort Townaeu~, oenter line oP tus bi,ghway altne tunotion Unaua, aL~the Junativn df' U.S: u bnwT-'- ay-IOI, 2~ i'Qei YlDrtnealt of the of n paves r`~d++dir>6 southeast to YorL Lud10Vi - _~` ~!!l~~~ - ~i Nn line off: y.S. Itignway 10~, ~-2`! Psst soutnwest off' tbs oenter ~ ~ . ilea of tae-aorthsest road ol'. tun Junntion trial:gle, anb 2 fNt south ,~, Y 25b.--:.bout 4.,i mhos wuchwest Blond Stgte Fliguway,9 iron v of a wLite wooden witnwr post, A lTnised 5tacea 6solo~lcal aUrvey /the oicy lwll at Port ownaoad, JetferaonConniY',-pt toe nb.•tuwest ~. stsadeld alak, atampea-•"fT 4 nH 194012"'and aeon toe top oP a + obrnar of a patcl, o woods, a a-3-rood iawi•sevt.an;,??Pasttouta 1 oonarrte goal pro}eocing ubcut V.2 1004 above ground. - ~ oY the oe[.cer line oP cue road iendibg east, 27 feet east by Lne gencur lino or tt:e :u~:wny, and 1.) feet south of.a w:•SLe Mooaen ADeut 1'2.b lallaisoutbwdl4 Alon88tate tilghway YYroa the,olty ` wltnesa post, n aca,.aara disy, stea:ped~"Y 250 1y44^ and'aet ~a ~. hall at or a wane n,, about0.2 mhe Nat oY us; oenter line or ~ the coy of a aonc.ntu poet y:o)eoclag about U.b Toot aoovs.ground~ ,,: state bi at Wre middle, vt a: aridge oar .mow 4;eex. \ Ni4` ~ ' About 4•b miles soutn.reso-along State H16~'taP.y troy[ Las oicy D 25y•--About 1i.9 d9.i es 804t1iwe6L along :stew Highway-y 1rW tall et P, ort Townaerd, _oenter li°a of Lhe DidhwaY at a 3-toed in" the oicy bRll st Yo t " di2rsrson County, about u:y oils teraection. ' NaL of LLetunpt oniighway 101 et Una oa taea4rtLvHSt ghoul ) 7 miles aoutuweat along State Higuway9 from chs ~oity slope of • hill, 25 lest northeast by tap Hsu a 1ias Of the Ulghwr+Y, ' 4.5 Psat northwest of pole 2g1, pna 2.5 Yee4~evulhssst of a wDitr hull atrort Towneenawauhee,mutsasui ha.aoifis Rail;oad~lse bri$ge ` wooasa witness post. x:atanuara alex, atmpad "D 259 1944^ ens uve:• ttw o go, sec in rue copoY a nuncrste post protecting about 0.4 foot,aboge grow:a. ~ - B) IL.S.a.1•--wbouc ).b raffles eouclaleat along ytate i~18h+fsr ~ \• 9 1 om cue oicy Iwll ae ;'ort Tows , Jeftaieba County, about 0,1 C 25yad 2U (U.y.a~:)~.--about 11.0 auda souursraat along State ml-e ncrthDf hn overpass, a n roe orosslnd, 4;lteet, south qi H1gLway y fi'oai LLe DSty Loll nG --ort T wnaead, Ja"ftereon County, tna center line o1' the roan, 27.5 fee L.wgyL off' taeaeittar line ql' ~_ ~ about 1.6 adlee ensc ofc4etunD no.. :Sghway 101 ut ou , cLe nida•.+ay, at rue coy o1 a auall out, end 1."1 feet south of e r \, at the junotion, of ytaw f.il;bwa~r 9 $, 24 feet nor~L of the asp er waits woods[, wiine sa yoac. A Corps of Endluesre, li.b: „rmy, stand- \\\ line of Sta4o~J[166wd`q 9, 5.3 feet wear of a hit;twiay signpost, nod am disrt; atawyed ^1'.B.M. B-3-36" ann set; In the Coy,uY i ooaarete •~' 2 Peet northeast of a white woodan~wicnsee yciat. A Corps of liagin- yoet projaocing about u.5 Soot above ground. ~ oars, U.S. wrW', atatidr:d diaK, stamp e8 "C 259 1944^ and set la tae. Scats Hidt[xn from the O1Ly ~ ~ - Lop of a oon0 tats post pi'oteotineS nbouLU,•2 foot above ground. - dbout 3.1 r:ilae sou tuweat alolyi Y 9 [.ell at Yort 'rownaenn, oenter l:re of Lne LSglavay at too tunotioA 6bout 11.O~wiUS southwest along State 7:1,5mrey 9 Yrom cbe city oI u pave roan eaa nu seat. ,- ~---= ---,'~ -•,•:•~~. _- r. t lwll at t ee,d, aboutl.8 wiles east of Uacus, oenter line -T 257•--wbouc 2.) wiles eoutbweat ulougState HigLway 9 ftow- ~t of the b Ma B tuYiotlon of State I11Mhway~T ~~ ~ ~ she oicy hall at Port Townsend, Jslfsraon County,.about li5 reef ' B 259.--wbouc 10.g tailed-sou hweat'eicng State Hi,;hway S froze ~ atetuel unOtionaol enayrivate roadt ending no rtsrtvdalamallgshYng el + Lbe oicy Hall et Port To end, Jaffa-so:: County, about 2.1 ailss ' ) seat of Lhe tunot ono • .Sdu^a+Y kOl.at non Haar rho north- house, 24 foot notch of cue Nater line oI' the hlgnwny, 13 felt east end oP u parting zone, oppusitaa deep too out, 32 feet nortL- wea4 D1' rho oenter ..ins oY tno roan, 4.4 feet west oY a canoe -OOI- west of Lhe oenter line of the uibr,ray, 4.5 feet southwest of a ~~5 ear, 0.9 foot soutL o1' a yanel Peaoe, and 1.6 feat east oi'a white white wooden witneoe pba t,-inthe top of n rook ouLOrop, and aDO Ut t wooden wl ~reea yoac. w standard disk, etnmysd ^T 257 1944"•apd level wltp the ground. A ~sts[idarddlak, stamped "B 'e59~1yL4." ~t°~•cLe top of n oonoreLe post proteotiag abo)ut~j0.6 Pfoot above A 2Sy•-`ADout 10 '~m11es aputhweet along SLeta Highway 9 from (~ .- - ~ ~~..j-;,boUt'1:9~de eoulttwaeG" bag Stela ttigprN-y.9 ~~ the oily hall at t T w[ a d, JaPfarson Ccuaty, nuout 2.6 mllea B 1`. l1i ~ - northeast 01 tLe u1:c `,n 0~ .S• kiighwny 101-at ~U~u~~ayy~~s_~, on cho in- frog cLe city uas aL Y rt- + e,d Jefferson. County, at the WW` aide of a autos Eton northeast to south, 16 Peet oortbsaet of the lion oY tae t, ,iota's oa a read, at the~goraer of tae hi~tMY north ppo_et of a guardrail-gear OY the ulgpxay, 46.5 feotea+il of: cut ns tae n t!cweat nndlare4"fSie tunotlon ! Y3.2 feet north oY the pole 177 aL a oulverts-inthe top o1• Lne vouch Dorn+r of Lbe~ensL oenter lira tLr AS,,.t: )b set went a tieYOf~`re6.`eo= eLbe Lead wal~, 16,.5 feet east-gfLUe center line of Lhe highway, and road,•5.5 Ye sou ~o~i1"M bagb~}•wSt ~0 about 3 feet loxsr tnan-the higtrway.. A standard disk,-stamped ^A 3t..John's - itia~ga'ua,aEa nDo_y~t 7 feet h ghat LLan the algalw.y. 259 1944•" A Curpa or nt;ined_ U_S areq~5 aid map oontrol-station . a1ak, -sta[apec ~ .b.H. tl-4-)b Y80.0 (~' and set i'n Lhe Lop Of t ~on- 2 257•--About 9.0 nileaeouth'weet slmrg State dighway i from crate -poet pru.eccln6 atwuc 4 incheaabOve grouaa. _ ; Lhe Olty ball ac o -Mae Jettersun County, about ).y nS1eR wbouc 1.9 miioa •outnweet aloltp, otaco Highway 9 rromLbe oicy aorLheeYL ofLpe c on .S• HigLwey.lOl~a6 Utio , et cbe 14- _ wreed4foa oP OLs Stowona Bead road, 60 feet nort vas of n oroae- tall at t Townsend, center line of Lhe highway at cLe tunotion x ing al Sg feet north of Lbe banter line•of the road, 39 feet ' of tno 8 o e Hoeyltal road. ~ west`ol' the opgtsr line of LLe Highway, pad 2 Peet eoutir of a-wLlie wooden wltneat•.poat. e•. eLandurd dSak„ atamyed 'x_257.1944" and Port Tuwnaend eorchenec ease --wt ort [ d, Jefferson i L~. ib sort abOnt 0.4foot above County, nboui 1;0-reiae aoucpweat along u u e way 4 from Lhe set In cue top-of a oonore$i ptrH~ Y'.t rs - oily deli, nbalit 540 Peet southwest of Y.earneY Street, about 180 BrO ~•• ~ ~ ~ feet nor Lnxeet of, llnahington Street, a o::'Peet eoutLatsL'of wbouc S.0'milsa eoutht-t1sE aiond Stair Sildhwey 9 Preis tLS oicy Lbs oentsrlino oP the hlgLway, about OB et east of a gresD two- , Le11~nL ~~~~~, -baut.3..y:mteles ugrtLabet at o , Lighway.•. wny fire hydrant and l,•S Peec aauthwe .. of nxhite wgodea ritness , surtroe a. aeu o1' oP"taa'intarssotion of Lhe R~saah roaadd poet. A ettumar~ Lripi,ruieslgn-elation disk, alleged !',p'.fi..Wt9k. 1656 14Q8 1941" and set in Lhe tgp•of s oonorate poet prbtsoting Y 257•--wbouc g.valYee anutUw•aL'-alon6 blot. Hlgitwey 9 fro: about o,e toot eoove,.grouna. tlr oicy hall:Mt kQ t ,~JeffaxsoA.Couaty. aUOUt 4t9 a11sa nbrthonst of the 7twa~o`S• 1i16dL'rsY 101 at U~na.~~/., at cps in- H.Y. 1 .'oe~u`wnaub~lleraoutLwesNtaalonY,tStaie a ~xayd tc~ terseotioa of roadta lead ao}'*:~ alt i0ut4, 30,5 N4C.bt cLe erson'County, - oe[iwr liw of .tea hiilliraS'11'tset wait of _tLs osawr iine.of the - cps oicy ae~l, ~/1.5 i'sst southwest ot. triat+gulatlon station Port road loading 1uuLL; aad~~ lest po>rLh ot.axbiLeMOSdea witness •;oeneena Nprtuepet tlase, baesrlDed aooie,- about 177 feat'-sodLh- poe6.-'a etnnaare dia1C -t ed."Y,Zp~ 1y44^ end-- Yc 1a~Lhe top oP a sea two~wayaPira Lggranc,LaadLZ~seL~northwebtsofta whitetwooden ~. n oonoreLe yoBL.. Rro^teo~SGK ~6 ut ti.b Foos abowe grorha.'.. witneea poet; w standard reference-mark aisle. i1Laglred R30. 1 lerjb' About 3,u mllei souttnveeL ',Hoag :.let! kligtnrey 9 PrCI-t,W o1Ly 1941" arw sot in the wp 01 e. oonoreLe yoet pro~sbcing about 0.4 tall at o ~-about 4.9p1iea.ngtLLOastof ~;~se~aniooyr~ tboL above ground. _, - ... .' line 01' ~ t.'t/w Sateraeodion of side ;osr$a ~. - ~ _ and eoutA + - ~ ~8`Y 2.poi't Towaesnd trorLhNat base.--At `t se d argon ~oupCyjr,~, about L:0`[ail~ soaCLweec alone ~~+~~1~ f ,7 ~ tno °iiyy' ~}qIl 14b.5 font nortpNert of triang~.atio4 etistgs P#Ka ' .. Tbwnifen4 ti0rtfieast Haee,.tlsearlbod abbge, at a Y-road tWbtibn feet aouchwest of a power-trbnaafeeioa and ~treet4ig~i~ pole, ~la - :~ ,s a 373'7 ~~1~ :3ewcl~ Vvla~kt NOAA FORM 29-3 U. S. DEPARTMENT OF COMMERCE 1. REQUISITION OR ORDER NO. 2. NOAH AGREEMENT NO. (11-74) NATIONAL OCEANIC ANO ATMOSPHCRIC AOMiN, GEODETIC CONTROL DATA (~ ~c~l) AUTOMATIC MAILING LIST AGREEMENT , ~`i~ INSTRUCTIONS - (See reverse side). Return origind and one copy to the National Geodetic. Survey 3. DATE Information Center, Clfl, National Oceanic and Atmospheric Administration, Rockville, Maryland 20$52. Q-PR-1l~ 81 fQi ~•f~ 4 APPLICANT rJi~~so~ ~~~ ~~suc. rfo»~s ~p~. , ~,, ,.pp,_._ ' # l' ~ c ~C~ . _ Go v rLr t~o~ sL poQT Tow~s~,.i~, ,1c~la . 9s3bo _ ~. ~j :~ f~ -,9 t_ At't~ ; «ta, G A.rL~i ~~ ~, Ga~+sT ~c~ . J ~~ 5. DELIVERY INSTRUCTIONS s ~ I v 8>~s-r wAa~! po ssat3t~ S: ~ 4cs.~ subscribers a:e re:;,;estc-d to car,.plete all ::ppl.r.ahlc items. 7. IMPORTANT NOTICE t[~"A renewal of free subscriptions is required annually by the Congressional Joint Committee on Printing. Your signature below indicates that you wish to continue receiving this service. Your name will be removed from the mailing list if these forms are not returned within 21 days. 'EXPIRATION DATE ' 8. [v]' User charge subscriber -Review your requirements and confirm your subscription agreement by signing item 13. 9. DESCRIPTION OF MATERIAL DESIRED, INCLUDING AREA. Horizontal and vertical data may be ordered separately. ~ Q ° ) a y 3 m ~ a 3l ~f y~ l ~ ~~ 3 ~/7~~~,f1,~ y$iav~, 3 ~ E AL /~DiAGRAMS ~ N L ~ © ~ w Q yfO CONT O L CONTROL ~g_ JD OF COPIES 7v e , TU ° I~ O~ t ~ .` o c~ Z - - ~ O t G vl.-~4 ' 'a 4 % 301 c ~g7°-3vf ° LONGITllDE ° N '~-' ~ N N 10. Check here if the applicant desires an initial shipment of all available material described above. The purpose of this shipment is to establish initial file. Prepayment for this shipment is requested. l 1. The applicant agrees to accent all material sent under the agreement and to pay for the same upon receipt. Prices will be based on the current price list 12. This organization is qualified to receive free data and diagrams as: Q Federal Government State or Local Government 0 Educational Institution ~] Library 13.AUTtfOR1ZED NAME ~~~~ A I~D~~ TITLE GGNST'TLI,tCTTOa ~~~~~ OFFICIAL (Applicant) SIGNATURE DATE 14.ACCEPTED NAME TITLE Director, Notional Geodetic Survey Information Center FOR st (::~ a,~yl ~ ~" `° 8~~~'. rA~r1 ';• 1`(ational Geodetic Survey NOS, NOAA NATIONAL GEODETIC SIGNATUR€ 3 r ~~PtQ.,J} u!<;~r ':~i' DATE ~ a~ k s"* 5 ~~f~~ (3 SURVEY , . SUPERSEDES PREVIOUS £DI TON. n-:. -.~. ,. yy +.t lw..afe--, ~f_:.$~~+'Y~.'~Sde. `i- 'n ~ ....__._.r~.r .~........- .-.e..a y~m.Mrw.. z.~c~.,s.~. _ Cctcher 1, 1979 GEODE'iIC CONTROL DATA L'SER-CHARGE SYSTEM ~ GENERAL INFORPL4TION The national network publications of geodetic control data are pri- warily represented by standard quadrangles of 30° of latitude by 30' of longitude. However, in congested control areas, standard quad- ' rangier are 15'' of latitude ~y 15' of longitude., and in most areas of Alaska, due to the sparsity of control, quadrangle units are 1° of latitude by 1° of longitude. Data are now ~:vailable in these formats for approximately 85 percent of the Nation, with the remaining' 15 percent being in the old publication format:;, i.e., state level lines, plane coordinate sheets, geographic position lists, description booklets, etc. Until the old format data have beern converted to the standard quadrangle formats, the vertical or hvrizoex*_al control da*_a in the unco;n~erted areas will be available only by complete county coverage. Field data and recently adjusted projects in manuscript form are available upon special request. Diagram.: which depict the location. of geodetic control stations are available for most areas of coverage. • Federal Government agencies may be furnished a coriplimentary copy of these data for their jurisdiction as required. DATA FOR SURVEYS BY OTHER ORG_ANIZP.TIONS Control survey data in NOAA publications may result from field surveys by other organizations. When field observations xre performed to NGS standards anr, data are evaluated and~ad;usted by PIGS, the resultant data are included in the national network publications. NOAA publishes and distributes supplemental data for control surveys by other ,organizations that are not ev;~luated •or adjusted . by NGS. These publications are reproductions of data prepared by, the establishing organization and assembled in the adopted NOAA quadrangle units. COPiBINED HORIZONTAL AND VEP,TICAL DATA The horizontal and vertical geodetic control data are normally published separately. However, certain supplemental surveys by "other oxgani- zatians" are being published and distributed by NGS in which hori- zontal and vertical data are published together on the same data sheets. For simplicity, these data are assembled and pr.tced under horizontal data. AUTOMATIC MAILING SERVICE The NOAA Geodetic Control Data Automatic Mailing 'List Agreement provides the mechanism through which users maintaining act:!ve files receive: newly published data automatically fora spec3.fic area. To facilitate this service, it is necessary that the desired area be requested by complete quadrangle units. The prices for initial data furnished through the automatic mailing service are the same as for individual orders. Rcsvlsed or additional published data for tine requested area will be automatica7.ly~furnished thereafter for an annual subscriber charge bas+ad on the number of sheets mailed. during the year (nor. to exceed $3.00). Handling and postage cos CS icrvo).ved for each supplemental data sh.irment will be , charged to the subscriber. It is necessary that a copy of each charge stattement accompany payment to insure proper cred9.t. In the event no data is mailed to the user, there will be no sa n;l.ce charge. A11 persons subscribing to the automatic mailing service are required to execute a "Geodetic Control Data Automatic Mailing List AgreeieentS1 and return it to: The Director, National Geodetic Information Center, C1$, National Oceanic and Atmospheric Administration, :tockville, Mzryland 20852, A copy will be returned to the applicant iadica*_ing the action taken by this organization. CHARGES AND BILLING Except as specified under the automatic mailing service contract, a minimum charge of $2.00 will be made for all orders. Prepayment is required for all orders which exceed $5'!.00. The standard charges for geodetic con- trol information are as follows: 1. Published quadrangle booklets - horizontal or vertical control ' 1 to 20 sheets, per booklet $2.00 each 21 to 5C sheets, per booklet X5.00 each 51 or more sheets, her booklet $8.00 Each ~L. Complete county coverage - horizontal or vertical control ._._ Old format data not presently available in published quadrangle booklets $4.00 each 3. Manuscript form - hor~.zontal or vertical control Unadjusted field project data or recently adjusted ' projects in process of being incorporated into quadrangle booklets. 1 to 20 sic.eets, per project $2.00 each 21 to 50 sheets, per project $5.00 eacl: 51 or more sheets, per project $8.00 each 4. Geodetic diagrams (regardless of size or area covered) 53.00 each The above prices in~~lude postage. Any special handling or mailing request will require additional expense and will be so noted on your bill. As an additio.,cl service, NOAA provides other related geodetic data, i.e., gravity valuer astronomic positions, preliminary adjusted horizontal positions, horf~.zontal and vertical control crustal movement data, UTM coordinate data, etc. In most cases, these data are available on magnetic tape and/or paver. New micro-publishing techniques are being introduced in the form of, computer-generated microforms and certain geodetic data are available .gin microfilm or microfiche. Charges for automated data are dete~rn!ined on ;in individual request basis and reflect processing time, materials, andgpostal costs. • :Secondary and :tertiary information products such as the NOAA Geodetic Newssheet, information brochures and pamphlets, and diagrams depicting the status of the rational control networks are provided .free upon request. To obtain in~o~~-mation and/or data, please forward your request to: r The Director National Geodetic Information Center, C18 National Oceanic and Atmospheric Administration Rockville, Maryland 20$52 Tel: (~O1) 4/a3-$631 t ,~ ADDITIONAL DATA 1 WASHINGTON U. S. DEPARTMENT OF COMMERCE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL OCEAN SURVEY - ABERDEEN TO TWIN RIVERS WASHINGTON First-order +SUPPLEMENT ABERDEEN TO 4.8 MI. N OF HOQUTAM WASHINGTON ra -or er Standard elevations based on the Sea-level Datum of 1929. •This list REPLACES supplement dated August 1954. APRIL 1972 The 1947 elevations for the above portion of the line have been readjusted and the changed elevations are shown below as a comparative list. The field work (L-21396) was done in the spring of 1968 by a party super- vised by Clarence Symn s, Jr. The spur line (L-14629) was done in 1952 by a party supervised by C.W. Clark, but was not releveled in 1968. These elevations are all based on a supplementary adjustment of 1970. For tidal bench marks included in this list, elevations with respect to local tidal datum planes are available and may be obtained by writing to: NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION, WASHINCPI'ON SCIENCE CENTER, ROCKVILLE, MARYLAND 20852. LIST OF COMPARATIVE ADJUSTED ELEVATIONS BENCH MARK ABERDEEN TIDAL 4 U 423 T 423 TIDAL 6 TIDAL 4 A TIDAL 5 TIDAL 2 TIDAL 3 Y 284 x 25 v 423 MILS MILE RM 1 MILE RM 2 A 285 B 285 c 285 D 285 Y 25 L 1 (USGS) L 1 (USGS) RESET 1957 TIDAL 2 Z 284 Z 25 (L-12216) (L-14629) (L-21396) 1947 1952 1968 Re-adj. 1970 Fee Fee Fee 18.993 18.993 11.841 DESTROYED 1961 8.363 7.352 10.938 DESTROYED 1968 8.255 8.179 14.721 14.534 10.449 10.184 10.846 10.755 10.013 9.875 10.951 10.879 8.944 SPUR LINE TO MOON ISLAND AIRPORT DESCRIPTION OF BENCR HARK seatevacpov U 423 state Washington cosvcy Grays Harbor xearesn to,n Aberdeen cosnt> Grays Harbor chter or party 0. Symms 03atanee .va mrectmv frov a great towv At Aberdeen teveLlve sate April 196$ character of .arc C&GS bench mark disk sts.plns U 423 1968 aacanuanea n> C&GS oetnaea aevcnpttov At Aberdeen, at the southwest corner of the Junction o£ Pacific Avenue and North Division Street, in R9W T17N, section $., at Hopkins Junior High School, in the top of the concrete base of the flag pole, 1.0 £oot north of the"pole, 53 £eet south of the center line of the avenue, 20 feet east of the east edge o£ a sidewalk leading to north entrance to school, and about +~ foot higher than the avenue. DESCRIPTION OF BENCH MARK Dealgnatfoa T 423 acute Washington covvty Grays Harbor xearesn mm Aberdeen covvty Grays Harbor chief of party C. Symms ptatevve ova aLreccaov iron vastest town At Aberdeen be>euve sate April 196$ character of .art C&GS bench mark disk sca.ptae T 423 196$ satanuanea h> C&GS patataea aaanrspttov At Aberdeen, at the Junction of Bay Avenue and Martin Street, in R9V7 T17N, section $, at A. J. West School, in the top of the concrete base of the flag pole, 44} feet south of the center line of the avenue, 343 feet west o£ the extended center line of the street leading north, 15 feet west of the center of the entrance to the east most building, 1.0 foot south of the flag pole, and about ~ foot higher than the street. RECOVERY NOTE, BENCH MARK ceaisa.r;oa TIDAL 6 smr= l•]ashington cvaary Grays Harbor R mars. ra.a Aberdeen oeseab<a is 1 Viash. cni=r of pars 0. Symms oia.aa<e aaa ai.«ava r.om aea,ear .awn At Aberdeen a«o.=rr sere April 196$ cb.ra<r<. oL mart C&GS bench mark disk Esrannanea nr CB:GS sr.mpias ntav nor;,°srar <oarrot polar ~ Pr<aear <avaaiva Not recovered-COnaiderad Deatroyec cerairea .epam: A thorough search was made £or this mark but it was not recovered. She vault has been moved or destroyed and the mark is believed destroyed. RECOVERY NOTE, BENCH MARK R 9.209 9.209 oea;taaava TIDAL 4 A srar< Washington a°vary Grays Harbor 8.107 H<.rear rv.,a Aberdeen o<><.rb<a ;a 1 Wash. en;ef or parry 0. Symms 7.835 oca.aae<aaa acr<aiov t.am aear=a..a.,a AL Aberdeen x=eo.<.v aaa April 196E 10 046 DESTROYED 1954 emraaer =f man Chiseled Cross Esrablisned by C&GS srampms . 10.207 Ama nosaoarar <oar.a pviar Q Pres=n, <aaaiaoa Good 11.07 43 9 o<raa<a r<pvm: pt Aberdeen, at the Junction of Weat 2nd and O~k Streets, in R9W T17N, section 7, 0.2 mile east along the Northern acific Railway . from the crossing of Myrtle Street and bench mark TIDAL 3, on the Lop END OF THE SPUR LINE of the northeast side of an iron Dase flange o£ an 1$-inch steel man- hole cover, 90x5 feet north of the north rail, 31 feet north o£ the extended center line of West 2nd Street, # foot west of the center 12.280 12".280 line of Oak Street, 19.5 feet east of a power pole with three guy 14.977 DESTROYED 1957 wires and bearing a street light, and about level with the attests. 20.121 7.379 DESTROYED 1968 7.894 9.820 RECOVERY NOTE, BENCH MARK FOR MLS CELLANEOUS REPORTS SEE END OF SUPPLEMENT RECOVERY NOTE, BENCH MARK R oea;aa.aov ABERDEEN s.re Washington eovarrGrays Harbor Hear<ar r°.aAberdeen oea<.;beam 1 Wash cnieL of%.ry C. Symms piaraaa aaa ai.e<eoa frvm ae.r=a..a.a At Aberdeen a«c~<ry aar= April 196$ Chereacr of mark C&GS bench mark disk Ear.bsanea by C&GS srampia, ABERDEEN 1933 Arav naazaarar <aar.vr palsy O Pr<a<vr <oaairiovGOOd 1$.65$ rx,a;r<a •epom: At Aberdeen, at the south corner of the Junction of North I and East 3rd Streets, in R9W T17N, section 9, 0.2 mile northwest along North I Street from bench mark F-0 (C OF A), 17.0 feet southwest of the southwest curb of I Street, 22.8 feet southeast of the southeast curb of 3rd Street, 19.$ feet north of the north corner of the Natiomal Guard Armory building, 1$ feet southeast of a power pole with a trans- former, 3.2 feet southwest of the southwest aide of a sidewalk along I Street, about 1 foot higher than the streets, and set in the Lop of a concrete post protecting 0a1 foot above the ground. a~A~rar.,R a ~mr.,,,~ R ~~ aa.ewutwa REPORT ON CONDITION OF BENCH MARK Designation of mark Tidal 4 -- State Washington _ County Grays Harbor Nearest town _ Aberdeen _ Distance and direction from nearest town At Aberdeen -Mark searched for or recovered by-(Name) Seattle District Office Date Feb . 1961 (Occupation) _ ----- (Addr~s) - - Preaent condition of the mark Destro ed _ -_~- Lettere or aumbexa found stamped on (not teat in) the mark "-_ ~~4_ 19~9t- - nwelkefolb~Iaaew for repordne upon the tho sham ith rch iv cue ark wn not tared, [or tins needed eha io the Wihed dew(tl If the oarY wu remeered_ R ceaisaaa=a TIDAL 5 srar= V!a shington coaary Grays-Harbor Hear=ar rooa Aberdeen o<a<.rbea m 1 Vtash Gi<f ar parry 0. Symns pi°raaa aaa aiaaioa rrom scares, rv.a At Aberdeen a«v.=ry aa.e peril 196$ cnara<rer of mare C&GS bench mark disk Ewranri°nea by C&GS s.mpiat 5 1934 nlav bar oral < ral poi r Q Pr< oaaid Good na.aslea~r=pv,r: At Abe*deen, about 300 feet north of the Junction of West First Street and Industrial Avenue, 0.1 mile southeast of bench mark TIDAL 2, in R9W T17N, section 7, in the top of the south corner of a 4}-foot-high concrete retaining wall around Union 76 storage tanks, 107 £eet northeast of the center line of the avenue, 70 feet southwest of the southwest corner of a boiler house, and about 4~ feet higher than the ground. Note: This mark is covered by the third plank north of the south edge of a truck loading platform, RECOVERY NOTE, BENCH MARK p<aisa.aov TIDAL 2 sra.< Y'ashington e=°ary Grays Harbor H<.rear .a.a Aberdeen o<a<ab<a is 1 V!ash. cnid of parry C. Symms o;araaa aaa ahe<ava fmm ae.,<a..a.a At Aberdeen ae<o.err aaa April 196$ cna.aae. or morn C&GS bench mark disk Esnbllsned br C&GS sr.mprvs 2 1927 Also norizoaml conv°I polo, Q Presear c°ndirion GOOd n<wr<a repo.r: At Aberdeen, at the Junction of Industrial Avenue and Myrtle Street, in R9W T17N, section 7, 0,15 mile northwest along Industrial Avenue from bench mark TIDAL 5, in the top of a 10-foot octagonal block of concrete which is covered with dirt, 37} feet northeast of the center line of the avenue, 323, feet east of the center line of the street, 52.0 £eet southwest of the southwest corner of the concrete base of a large propane tank, $.$ feet southeast of the second guard- rail post south o£ the north end of the guardrail, 7.2 feet north of the fourth guardrail post south of the north end of the guardrail, 7.2 feet north o£ a witness post, and about level with the avenue. R USCOMM-NOAA-A$ HEVILLE ADDITIONAL DATA APRIL 1972 PAGE N0. 2 1 WASHINGTON RECOVERY NOTE, BENCH MARK R R Designation B. N. 2 11II8 State Maehington County Grays Harbor Nearest town Hoquias County Grays Harbor Date September 1952 Distance and direction from nearest town 1.0 silo west Character of mark Standard reference-tart disk Stamping }fIfB Np 2 1940 Established by U. S. C. & G. 5. Detailed description About 1.0 ffile treat along the Northern Pacific Hailwgy from the atetion at Hoquiaa, 37 feet south of the south tail of the lain track at a point 740 feet east of a awltch atetd at the west std of s aiding on the south aide of the lain track aM 58 Peet seat of a sign "STATION OHR 14TH", 27.2 feet mrth of KIIB, 3 feet tlwth of a white witness poet, in think bnaeh and eat in top of a coactete pipe flllsd with concrete aM projecting 3 inches. D<slsa.aoa TIDAL 3 sa,e Washington eo^^rr Grays Harbor rv<,.ear ro.° Aberdeen Described m 1 Wash. cni<r ae p.rrr C. Symns Dia,aa<e •aa ai.eaioa eo~o stare„.o.a At Aberdeen Re<o<<a aa,e April 1968 eharaaer of A.an C&GS bench mark disk E„mranea by C&GS ~•mPi^s 3 1939 nr:a nos:oa,.i <oorr°, polar 0 Preseaa c°nd:,ioa coos Derauea r<pa": At Aberdeen, at 640 T9yrtle Street, in R9W T17N, section 7r 0.15 mile north along Myrtle Street from the function of Industrial Avenue, 290 feet northwest of the crossing of Myrtle Street and the Northern Pacific Railway, 240 feet west of the center line o£ Myrtle Street, in the top of the southwest corner of the concrete foundation of the southwest one of a group of six cylindrical oil tanks of the Bay City Fuel Company Union 76 plant, and about level with the street, RECOVERY NOTE, BENCH MARK ceasaaa°^ y 284 sore Washington esoorr Crays Harbor Ne•,ea, rs.a Hoquiam Deaer:nea is 1 Y.'ash. enid ar wmC. Symms o:araa<e aaa ai.«as^rwm a<a,ear w.a 0,6 mile east ae<o.<rv aaa April 1968 en.raaer or irk C&GS bench mark disk Earablianed by C&GS s,.<w:^aY 284 1947 nrao bor r.r < nor poi^, Q Pre oaair: Good ce..aearreporr: 0,6 mile east along the Northern Pacific Railway from the station at Hoquiam, 1.05 mile west along the Northern Pacific Rail- way from bench mark TIDAL 3, in the top and 1.4 feet north of the south end of the east concrete abutment of a draw bridge over Hoquiam River, 2.5 feet east of the east end of the draw span structure, and 9 feet lower than the track. RECOVERY NOTE, BENCH MARK DESCRIPTION, OF BENCH MARK °'a taws. a°`°" RECOVERY NOTE, BENCH MARK R Designation A - 9..85 State VYashdngton County Grays Harbor Nearest town Hoquiam County Gaya Harbor Distance and direction from nearest town 0.6 Ni. W Date September 1954 Character of mark Stamping Established by Present condition Detailed report Mark has been destroyed. The storage tanks have been taken out, and the concrete foundation the mark was on has been turned over. R Deaisaaaaa R 25 sar< Washington eo°arr Grays Harbor rv<.rear ro.a Hoquiam Deacdb<a m 1 Wash. enter or P.rry C. Symms Diana^« a<a air«aoa nom aearear,s.a At Hoquiam ae<a°en a.a April 1968 ehara<rer or wrn C&GS bench mark disk Es,ablishea by C&GS s,amp:^aR 25 1933 10.699 ale nos:oarar <oarror pots, ~ Presea, <anaaisa Good cera:rea reps": At Hoquiam, at the south corner of the ,junction of 8th and L Streets, at the northwest entrance to the city hall, in R10W T17N, section 11, in the top of the northeast balustrade of the northwest entrance steps, 15 feet northeast of the center of the entrance, 9.0 feet northwest of the northwest face of the building, and about 2~ feet higher than the streets. DESCRIPTION OF BENCR MARK oeatenattm V 423 state Washington comtr Grays Harbor neermt tom Hoquiam comtr Grays Harbor terse of arty C. Symms ~i~t.n« ana atr<ettm xro. ae <st tom At Hoquiam berettaa aat< April 196$ Caere<ter oe .era C&GS bench mark disk steaotoa V 423 196$ eataeuabea br C&GS o<tataea see<rtpuon At Hoquiam, in R10H T17N, section 12, at the ,junction of Lincoln , Emerson and 5th Streets, at a city water lift station, in the top of the northwest corner of a concrete wall around the pumps (wall is 16 feel deep), 35~ feet east of the cents{' line of Lincoln Street, 5 £eet south of the extended center line of Emerson Street, 0.9 foot west of the east edge of the wall, 6,0 feet east of the west fence, 1,1 feet southwest of the southwest corner of a concrete building, and about 1~ feet higher than the streets. SPUR LINB TO MOON ISLAND AIRPORT v ~~~~ ar ar n~ ~<.a~ R ' ao.mws. RECOVERY NOTE, BENCH MARK . Designation NIIB State Ya8hin8Eas County Grp. Harbor Nearest town Hogffiaa County Gr'aYe Harbor Distance and direction from nearest town 1.0 ffi].e west Date September 1952 Character of mark Starriard triangulation-elation diet Stamping 1fII8 1940 Established by U. S. C. 4 G. S. Present condition Good Detailed report About 1,0 tilt west along the Northern Pacific Nailry from the elation at Hoquien, 64.feet eonth of the eonth nail of the lain troth at a point 340 test east of a erLtch stool st the weal aM of a Biding m the south side of the min track am 58 feet east of a sign "STATION ON6 KIIA, 46;3 feet east of R. M. 1 3~8, 27,2 feet south of R. N, 2 MIIB, in thieh brush and set in top of an iron pipe filled with concrete ar,d projecting 28 inches. ilia ~mtk was racovared projecting~26 i~hee with a Dollar of conoreta arwp8 the pipe about 1 foot above the groom. This ran reamed asd sore concrete placed arwM the pipe trm the_enr2ace to_a depth of about 18 inches. The mrlt xae not othetriaa disturbed, DESCRIPTION OF BENCH MARK Designation R, M. 1 NT18 State Iteahdngton County Grays Harbor Nearest town Hoquias County Gmye Harbor Distance and direction from n .rest town 1.0 ffile weal Date September 1952 Character of mark Standard<reference-mrk disk Stamping 11338 ND 1 1940 Established by U. 5. C. & G. 5. Detailed description Snout 1.0 ffile watt along the Northern Pacifle kadlway from the station at Hoquiam, 50 feet south of the south tail of the Hain track at a point 92 feet east of a ariteh atard at the went erd of a aiding on the .oath aide of the min frank, 35 feet south-southeast of a sign "STATION ON8 NII8", 6 feet east-ewtheaet of 10-inch alder tree wlth a triangular blase on the rorth aide, 46.3 feet watt of MIIB, in thick brush and eel 3n top of a ooncrete pipe tilled with concrete and projecting 6 Snches, °'a° twm,®a. evav° RECOVERY NOTE, BENCHMARK ~ R Designation B 285 State tifahinaton County ~ Hatbor Nearest town Hogoiu = County Grays_~Haarbor Date September 1952 Distance and direction from nearest town At Hogrtias Character of mark Staaland bsmh nark disk Stamping B 285 1947 - Established by U. S. C, k G.. S, Present condition Good Detailed report At Hegniaa, at )bon Island }Srporb, abwt 800 fast awthaaet et the adffinialratioa bn{lAin., near the ssathessL eoruer of t)x airportF e0 feet Werth of the eztamion of the canter -liar of bhe rtzeet along the bay shore.lsnding to the airport, 69 feet eonllnest of the Darter Sins of. the street at incur the adddl,e of a anx,le right into the airport, 35 feet south of the artansion of the south side of the ranaay, 141 test north of the inner bulkhead along the south Bide of the island asd sat is the top of the aouthseat eomsr of the aouthreetsrl, of tiq 4s6E eooarete ee®ni.cation sanholes joined together at the corner. 'Rte nark is about flsteb tdth the surface of the ground, ~ 6aaA U. a. aEPaRTYERT OF COWERCE Ir-e-Sal c as •xP erooEric uavrv RECOVERY NOTE, BENCH MARK R Designation C-285 1947 State Washington Nearest town Hoquiam County Grays Harbor Distance and direction from nearest town 2 mile SW Character of mark Standard disk Established by USC&CS Present condition good Detailed report Recovered ae described in good condition See level line 1 Wash. Pg. 1 for deae. County Grays Harbor Ghief of Party K L Geiger Recovery Date 11/2/64 Stamping C-2851947 ", Asa U.a. OEP.tRTMEHT OF CowERCE ~~. g. eg, a,T .xo a oparic uevrr RECOVERY NOTE, BENCH MARK - R Designation D-285 State Waeh. County Gtaya Harbor Nearest town Hoquiam County Crays }{arbor Chief of Party M L Geiger Distance and direction from nearest town 2 ffile uW Recovery Date ll/2/64 Character of mark Standard disk Stamping D-285 1947 Established by USCAGS Present condition good Detailed report Recovered ae described in good condition. See level line 1 Naeh. Pg, 1 for Deac. END OF THE SPUR LINE RECOVERY NOTE, BENCH MARK R ceas^•ao^ Y 25 ware Washington eavsar Grays Harbor Neeaes, mwa HOgniID Described iv 1 W89h. Chit( ^( prry D, Bylm19 oi.ra^« aoa air«aoa from aear<ar ass At Hoquiam ae<o<err aar< April 1968 cn.r.<,er sr.arn C&GS bench mark disk Earebliahed by C&GS s,.o~p:^s Y 25 1933 11.936 nr,o hod.oar•r <oarror po:^, p pressor <oaairioaGood - Deradearepor.: At Hoquim, at the function of Lincoln Street (U.S. Highway 101) and Ramer Avenue, at the east entrance Lo Lincoln School, in R10W T17N, section 2, in the top of the east end of the south concrete retaining wall o£ the east entrance steps, 32} feet west of the center line of the street, 34 £eet east of the east entrance door, 6 feet south of the center of the steps, and about 3~ feet higher than the street. pADDITIONAL DATA 1 WASHINGTON xr or cowwsaos °~ a o ,~°~,'°°: °oa°^ RECOVERY NOTE, BENCH MARK Designation L 1 (U,S, G.S.) State Washington County Grays Harbor Nearest town Hdquiem County Grays Harbor Date June 1947 Distance and direction from nearest town 1.8 miles north Character of mark U. S,G.S. bronae bench nark disk Stamping L 1 1929 14.698 Established by 0. 3. Geological Snrvey Present condition Good Detailed report Abont 1.8 miles north along U. S. Highway 101 ftou the intersection of Eighth sod SSmpsoa Streets at Hoquiam, at the ~mmction of the Hoquiam end Little Roquiu %vere, at the northwest end of the Little Roquiam %ver bridge, about 140 teat northwest of the-center of the atael~draw epee df the bridge, 26 feat southwest of the canter line of the highway, 14.9 Paet south of the west comer of the bridge, 4.8 feet northwest of + power line pole which Se the nearest the nortMrast bank of the river, about 1 fool above the bridge floor, cad set is the top of a coaorate post pro3ecting 0,2 foot above the ground. . This is a good mark aM does not appear Lo base ~baen-disturbed. Destroyed 1957 APRIL 1972 PAGE N0. 3 R MISCELLANEOUS REPORTS r~ E9aA U.3. DEPAgTMENT Or CDMIERCE ii. e• set coAST aa° eroosn< svevrv RECOVERY NOTE, BENCH MARK R Designation Ir2-1929 Reset 1957 State Washington County Crays harbor Nearest town Hoquiam County Grays Harbor Chief of Party H L Geiger Distance and direction from nearest town 4,8 miles North Recovery Date 11/2/64 Character of mark Standard USGS disk Stamping L-2 1929 Reset 1957 Established by USGS Present condition good Detailed report 4.8 miles N along US highway 101 from the intersection of Eight and Simpson streets at Hoquiam Grays Harbor commty, set in the aide walk in the NW corner of the bridge crossing Benard Creek. RECOVERY NOTE, BENCH MARK R o<.+sa°d°a L 1 RESET 1957 (USGS) s<<.< Viashington- c°°°a Grays Harbor N<s.«e ,a.a Hoquiam o<.=,m<a ~° 1 Wash, cnt<r or P.,,r C. Symms or<..°=<.°a a.,«u°a r,om °<.,«,.=Wa 0,$5 mile north R<=av<,r a..< April 196$ cn<,<ac, <t wrk USGS survey disk B«.bu,n<a ty USGS s°o,P~as L 1 1929 RESET niao n°,iraavi raa.,ar pope. p Pr<z<°, =o°aiao° Good 1957 - D<mu.ar<ro.~: 0.$5 mile north along U.S. Highway 101 from Lincoln School at Hoquiam, in R10W T17N, section 2, in the top of the southwest concrete sidewalk of a bridge over Little Hoquiam River, $2,0 feet southeast of the northwest end of the sidewalk, 17 feet southwest of the center line o£ the highway, 0,2 foot northeast of the southwest steel guard- rail, and about 1 Foot higher than the highway. RECOVERY NOTE, BENCH MARK R p<aiEaad<a TIDAL 2 s,>.< Washington a°°°.r Grays Harbor n<..<a, ,a.a Hoquiam D<:=at<a .a 1 plash. cn~<t =t Pa,a 0. Symms or„<a=< sea aiaama r,am n<a,«.,°.a 1.$ miles north x«°°<.r a.,< April 196$ cn<re=,<r at m«k C&GS bench mark disk Fa..nuan<a er Cg.GS s,amPi^g _ Also bmizo°ml <aaoot P<;ar p Pv<.<a. <oaa;aw, Not recoversd-Considered Destroyed o°oau.a .<P<c: A thorough search was made for this mark but it was not recovered. A nett bridge has been built and the mark is believed destroyed. ~y 686A V.S. DEPARTMENT OF CUM.IERCE jj_a_eet cossr ,.q°6EOOtric auwgv RECOVERY NOTE, BENCH MARK R Designation Z-284 State Waeh. County Grays Harbor Nearest town Hoquiam County Grays Harbor Chief of Party H L Geiger Distance and direction from nearest town 2,7 mile N Recovery Date 11/2/64 Character of mark Standard disk Stamping Z-284 1947 Established by USC&G$ Present condition Fair Detailed reDOrt Description good but delete (1.3 feet northeast if a white wooden witness poet) The etonument 1e good but the disk 1a badlay scarred. V.a. DEPARTMEM Or CDWERCE it-e~ae~ c ear ARO Eoorii aaavrv RECOVERY NOTE, BENCH MARK R Designation Z-25 State wash. County Grays ftarbor Nearest town Hoquiam County Crays Harbor Chief of Party N L Geiger Distance and direction from nearest town 3.5 mile N Rewvery Date 11/2/64 Character of mark Standard disk Stamping 9.488 Z-25 1933 Established byUSCAGS Present condition good Detailed reDOrt 3.5 miles north along US hi~way 101 Srom the intersection of eight and aimpeon streets at Hoquiam, Grays harbor County, 1.3 miles south of the ~mmetion of state highway 9 C on the outside of a curve, 59 ft 3N of the front door of a white two-story frame house 28 tt NE of the centerline of the old highway, 18 tt ffi.~ NN of the centerline of the driveway leading to the house. The mark is level with the Mghway and pro5ecta 0.4 it above the ground, EGEOLMOGiGL SIJwVEVlOR MwP IxwawAaoN OPncE Foaa s-ttss REPORT ON PERMANENT SURVEY MARK Wnab9nrtrnt On!ye 5arbor v.,aa ftrRrrLUlipe STeza __...__ ..... ........_ - Paurear Raeaasaca 10.b-ad.- nor~~i n~niij~'T -;t s Hsy IOI m ~`o°4uiam --~_.__._....___..-...._ -_-___.._.__-iu~im~de~~ ___ _... ...-_._. ....._._..___.._.--. areaewp oa Mee:11'(.8'[(_0 26-1y~3_ Tres or M.aa: BM ._ __. TT ___..-.. zsreao.._....__.....__ ~ coca Ear., r rrrow ar,.aaso p k Let -____.. ° .___..... -.___-__.... ° Disturbed ^ USGB ^ USBR ^ . Long. -_.-...__° --..._..._ _..-.-....__! Dmtro9ed ^ IISCkG9 ® State GS ^ ~a Elev......_.____._....._118.1Qg_feet NoE FOaad ~] USNPB ^ IISNFB ^ USGLOI ^ @ Rcwaaea oa Rewem Dawrmexroa: ®~ onrahed fort not formd. g~ A blook of eonorete with the apnasreaoe of a beaoh mark post, but having no e. Eeblet, was four~.d lying on top of the ground fa the described looatioa, Bettah .n Yark aopeara to have seen dettroyada g o, svvuwrea ar. A''..~'"..r).?±_?laeLa__-__._. ___ Como:-rea!TOr _.-.-.....- Dera_ 11 n_r~aab 5 t___ Tmx _-.....-.___-.x.--......__.--_..--.._ ___..____ ao~,°:. n.-s. noul~;„Qa1.Suzvey------ w.,a. ewn=.aaao...q..,a,.w.w. °~a° ,r,rm®aa °°°°°° RECOVERY NOTE, BENCH MARK ~ R Designation L 4 R1°SET 1933 State Washington County Grgvs Harbor Nearest town Rogviam - County ~Graye Aarbor Distance and direction from nearest town - Date February _ 195? Gharacter of mark Stamping Established by ' Present condition Not reewered Detailed report A thorough aeerah was made for Chia mark using the mileage and references in the 1933 description. No mark could be found. The highway grade has been raised, the culverts replaced and the draimge ohanged so that the descripticn does not fit present conditlana, The previous deaoriptioa ie on Page 1 LSae 1 Waeh, DESCRIPTION OF BENCR BARK pestgDattpo L 7 USGS RESET 19b0 state Washington Lbaaty Grays Harbor Nearest Lom HUmptUllps Cpmty Ct1ef oP patty mataece spa atreetiov fro. peaces[ tom 2.4 miles south bereuoz sate 5/60 cearacter oe .art standard USGS disk ase.pmg L 7 RESET 1960 eataettesea ey Washington Department of Highways Defence ae.artpttoo The mark is located 2.4 miles south along U. S. Highway 101 from the Humptulips River bridge at Humptulips, 100 feet north- east from the Rayonier railroad crossing, on the inside of a curve, 67 feet northeast and at a right angle to the centerline of the highway, 5 Feet lower than the pavement, and set in the top of a concrete post pro,Jecting 6 inches above the ground. L 7 (USGS) to L 7 (USGS) RESET: _ + 1.798 feet 147.273 ft. ~+~1.798 ft. °'a vara..aaa °°"°`r RECOVERY NOTE, BENCH MARK R Designation H-26 State Washington County Grays Harbor Nearest town At Humptullps County Grays Harbor Date November 1953 Distance and direction from nearest town At Humptulips. Character of mark Standard disk Stamping 142.995 H 26 1933 Established by R, T. Oliver Present condition Poor Detailed report Tha mark was recovered in poor condition. The concrete post has been hit by a road grader and tilted toward the east, The Loomis General Store mentioned in the 1933 description[ is no longer in existence. The disk now ~ies 98.8 feet east of U. 5, highway number 101 and 83,8 feet southwest oP telephone pole number H 16 3, ADDITYONAL DATA 1 WASHINCIPON w ~~ U.3. D PAgTMEMT OF CDMIERCE ii-e. 591 oaa .xo aroprric auavrr RECOVERY NOTE, BENCH MARK Designation J 26 State Washington County Grays Harbor Nearest town County Chief of Party Distance and direction from nearest town Recovery Date !,/19/62 Character of mark Stamping J 26 1933 Established by USCSGS - Present condition Good Detailed report Approx. 35 feet east of station is centerline of old abandoned Quinault Highvay - ttot shove on Goad. Mctiutt road East of Humptulips APRIL 1972 PAGE N0. '4 REPORT ON CONDITION OF BENCH MARK o: a c .'R~ ~Aa°,+x a ::.: RECOVERY NOTE, BENCH MARK R Designation L-9 (II,S .G.S •)' State Washington County Grays Harbor Nearest town Humptulips County Grays Harbor Date November 1953 Distance and direction from nearest town 3.0'miles north Character of mark 11SGS standard disk Stamping Esteablished by pr sent wnditicn Not recovered Detailed report Three men searched for one hour and failed to find this mark. The highway roadbed has been raised and widened at this point and the mark is presumed to be buried. a"g ~o~ NT ox o~ ~ :n: R avrmaaR. RECOVERY NOTE, BENCH MARK Designation R-26 State Washington County Grays Harbor Nearest town Humptulips County Grays Harbor Date November 1953 Distance and direction from nearest town 4,8'm11ea north Charaaer of mark Standard disk Stamping 349.253 R 26 1933 Established by H. J. Oliver Present oondinon Gooa Detailed report Due to highway r_eroutirig., the mark now lies 4.8 miles north of Humptulips instead of 5.4 miles'as was given in the 1933 description. Due to a change in the marking o£ the telephone poles the mark now lies 2 feet southeast of pole number 581 instead of pole nttmber 17 10 as was given is the 1933 description. Tha new highway runs about 100 yards east of this mark. The highway mentioned in the 1933 description is no longer in use and is heavily grown up in trees and brush. c~o~F sc8-318510EV x REPORT ON PERMANENT SURVEY MARK unP IxeoamArmx omts 8rere ......_.Wa-~ti~ton._,......- covaTeCayea_Ffarhae__-__. @o.oR.xou m•t^,au1S-laka_._.- Pmaeax Rw.¢axxoa .2..75.Niles..8outh_ai°ng-Si'S~-1~91.:~fxa ~.R.ilton.------.-------------------.--- ,. 6r.+ue,x0 ox MAa¢Y..26..1933----------------- Tres or Meea: IIhi._Z._ TT..._.__ Tarexb..-_ ____.___-- a Coxnrr Ears aso er -e wx acre s lat. .......,.._° ........ _..' ....._...._.. • .Good ^ -UBGB ^ U6BR ~ ^ ° ° Lena. __ .... ° - _ ___ ~ _-__ _ _- . ° Dwmrnea fl 'uacacs f7 amce cs ^ ~$ slev.--_---36y.2g7--_.._...-tret nestrvrea ^ baNP6 ^ - usNFS ^ eE Not FOaml^ -UeGLO ^ _... _..._ ^ co,ew~ €g Raxsa¢e on Aewaeo Dascmer,ox: sg 8tatioa L aptaoziaab),y 2.75 +Slea South along higmrt~ U. S. 101 frog ~$ village of Heiltoa at old railroad grade cr ing approximately 0.2 mile. ° south of bridge ower Ooek creak. Sbtioa ie !~' mouth of waterline of old s$ railroad grade , 21' 8.w. of polo 736, 36r want of waterline of 301. 14rk g !Quad puaMd aE an angle of about 20 dagreee ho. vertiwtl. a avaxrrrev xr .dean. _a._Ota+haslsiw......--_-...--- T,ria .~---c.rtogrrpn.r.l2oppgraPniol------- nAnAV~~c_zo .?.955 ---~ _.. Aoaxes.. Q~Be._aRR14di?-al_bSVffQ._____._ sutra kwd In w°a m,ditl°°aaauM m,epo.trA.I Wb,orar domdbEV Vntwpnrm rtmrt.;. oFTxE ~xrea~oR MAP Ixroaawnox Omce c~0 Poax a~-1165 vev REPORT ON PERMANENT SURVEY MARK wa ------------------ coax:: a*SY.!-HS?br------ Ov.aa.xor.¢_~fn_!c lt-L`k'------ arer¢-------_-- PawearAereaaxca _5~0_atlaa_mA!_slamg. U~ 8.-.-8py_102_tta_I~i1bRA_._........._....._.._.___. ._tuo.w°o.oa aausm 8reaetx0 ox bfee¢ _Q. ~_ 1933 __ __-__ 1Yee oe Meae: BM _a...,. TT .... z.._ Tauxa. _._ ................. e CozrotrtoN Esrsen,eean ar k Lek _.._..'!/. ° -..._~_ ..-.__~10 Disturbed ^ UHG9 pp USSR ^ ~' • zo°~ --- 323 ° --...53_' _.__?7a2g n~trnYaa ^ uacacs ~] stela cs ^ a Elev.___-._....,.__Q18e.95~__..__feet Not Found^ IIBNPB ^ U6NF9 ^ 3~ U86LOl ^ ---------.-. ^ J thvl g8 Rawn¢e oa RsweaO DaeORrer,ox: UBHLM 'o ~c 3ae ffilea myth alaag 0. 8. Hwy 101 trap 8ailtgy 0a1 ails waE td tM steel e9 bridge over the Qeiaaait Rivera 1 toot of the want aide of tb dvda Park aer-!ae atstim sad story at lab Qniaault a 50 teab mrbh of tlr Deafer line e~ of the hqe 25 fast oast of the Dater lies of s drivawga 0.6 tti loser then rt the hq A etsndard dlek etampe6w218.66B Q at 1933"Wd eat !a the top of a € aomrete pose Pro~aaLfag 7 inches shoe the grotnWe ~- av Alfred L. Plosta avaxrrren av .- -- ---'--------------------- OGrto6s*Phtr --- _ ears vt_~_`~.+~.-_._....._._ Tms _.._. ..._...._.. ..... Avaxaa __0•.Sa-Owloprioal_-iar-g_-_..-.. tfvtsmm me.oa mmxbv ua m, a nhw W. Designation of mark R 26 State washington County - ~Y8-~.flarbor Nearest town _ Neilton _ - - Distance and direction from nearest town _~ ~)? & W _ Mark searched for or mwvered by-(Name) - ___-_ .-- Date --- _ (Occupation) __ -----.._- (Address) __- Preaent condition of the mark -... ~~ -_....-_._._._...__._ __._.._-____.. Letters or numbers found stamped on (not cast in) the mark _._ . _- __-_____-.-_-- Daethe foaowingapa~e for reporting u Wn the thorouehneee of the eeareh ro ease mark was axf4emvereq or far sua6®tine needed change in fhe DuNbhad deecriPtion, if the mark was remrerod R 7bR ~ffi.~{j_56 4eot from the original location oY R 26, described as follows: (Insert description from litho list) A standard dicky stamped "R 26 RESET 1951." (411.821 feet.) NOTE.-This bench mark was established end i.ts elevation determined by a party from this Bureau in July 1951. (Z 26 io R 2L RE SE7 -p.gOp 412.230 ft. 9 {T.. -off xAP mPVaaAaoN oerlt~a coo Boaii ~IieSn~ ~ REPORT ON PERMANENT SURVEY MARK arAre ._WaIA!i?seea__ _ - ----.--- coPx:r s-r-,q~ BaeY°-T------ 4yv~-e~-na~rar.. -Gtit?-alt Lb _ --- PewAar Raraasxce _et4:L~Sg mrt-hwA !Za!~f.Ua_6.-_!q_l01 try-Hliia----_--.---- tP~.maa~, -- ,. 8rerretx0 ox Mea¢ _~ x_1333.-__ Tm or Mene: BM =-.._. TT._.._..._ Tauxa..._.__._..__.._ a Coxoatox Eereeam®o ar a rat _..-_..--° --........-~ -.-.---.-.-• Dhduvbed ^ Dace ^ DesR ^ ~ Lam. ___,---° --_ -.-.-.- " - - - .. • Dmtcorea ^ paeaea LI State Ga ^ n Eiev.__ ..............`S!3."~73._..._Feet ~ Not Found® 'tiBNPB ^ UBNFB ^ 3@ imGLO~ _ - ^ e ^ ...__..... ~ DBBLM t°tt^> g Rsvaace oa Aevree0 Dammntox: 'S~ gaarWed tart asb leoa4. it appear. that thla lank rrt 1a sow sarl.d to • B~ depth et tear tact. as . Bvax.rap ar .Alfred-L_Pleatt.__._-_ Trrse _...._Ogtoyrrtpb.4._..._.__- ___.._ DAO ~ a!2~ ~ _-._.__ Ana U ~aa1..4ewy-~ ._..- xw av.d m e°°a w.aua, a..s a e...w.m. MAe Ixeoamanox OPnce c ~ Foau 9~11851~ R REPORT ON PERMANENT SURVEY MARK arere ~!~6~____-..._.,.__. comn'r Ores!a earDar------_-- QaiaWlt take vevaexarn _.____._.._..._...____. ParxAar Rneaa.xa. l0a5_>•1l.Se_uerMawrt aiaej_O!._~!..~4:_-..... tre+. Hailta e..t~ ~~.~ tnadhn,mdbtem) a Brexvtx0 ox Mns¢ _3!^!a~~!. __~ 19~Lw- Tm oP Mean: BM._x._. TT.._=._. TarsxO....._...__-__.__. a ~',r LgxpQION Eeraanmasa sr e Let. .....ya_° __._~._ __flila32__• D6tvrbed ^ U8G8 ~ UBBR ^ ° Long. --123-° _-59- ~ --07.+~--• Dmtrarm ^ uacacs Htate Oa ^ ~~ Etav..__-,--_-594a712._......taat xataanna^ usxPa ^ oaxPa ^ ° UaGLO ^ _ .. ^ io~:ai ~8 Raxen¢e oe Aeneso Daxmerwx: IIBHLM sg 9e2 ffilea mrEhwA along o. 8. 8q 101 trm leiltag 1.3 ffilea wA nt a emerete -Dridgy 0.6 ffiler east et a eomrate bridges o.4 ffila web of the eseb and of a 8~ pat want baogaba 364 last wart o! the meth sad of a logglag NR Ra* whiW ss formerly eroaeed the hq baE i^ new diaatled ml7h o! the isrya 12 taeb mrthaaat S of a 3-toot seder abta~ P~3~~ 6 taab abort the grotmda 33 last myth of tM fi sates ilea et the by sad lml with the pavealat. A ebawdafd disk cheeped +jp6a1t26 S 2t5 1933" and art ffi the top o! a aomrabe poet Pro3aetiag 9 imhaa ° Ware the g avaxrrrap xr.~_L-Plaata._.______._._ 17 sePt 54 Tra¢.___c.rtogzaPhsr ..... ..-------------- Dema ---------------=- --- Anexce __o.-_$._Biolo&ioal- Bur+q---_------ Maaafwmmc°.dPmeu+wne.emEe..owm. u Goigociu~su RVEY OR MAP Ixeoaaaaox Omce Foav e-uas REPORT ON PERMANENT SURVEY MARK arere _xo4h.LnKk1R__... ____.. covxrr Orypl.liHiaL.._..._ Qveoaexoae ~-Rior_._.____..... Pmaear Rxrsaaxca .-.12Sa_d:lsg_nolthn'~R_a?~>vS_0 _9.._>&rJ!_141.3'rma.Iftilbo~_--._.___--' trnxxa...a aa,..x, ~ ar.xetxa ax M.n¢44~~L_9_~_1933_ Tea ae Mea¢: BM _z._... TT.._--. Tanxa....._._.__...._ a Coemmox Eereaamsan ar s let. _.--'~ ~~ ....37t~• Dgwrbed ^ uacs p ueaR ^ ., 12iY .......n..Or.l~ w__c..J~.81~• DmiroYed ^ _] State Ge ^ Lone. __._ _- ~ UBCa08 °a Elev....-......_......sy-.ee~.r..__.feet Not Pound^ U8NP9 ^ UBNFS ^ 3~ U8GL01 ^ J ^ -"ioeue;i-~ ~ Asxssaa oa Aans¢o Dexatrsrox: IIBBLM ~~ 11.3 ffilea aorthweat damg II. S. Heq 101 tea He316dsa 1.7 ffilea ash as the culvert ab ltmoh Oreeita 0a2 ffile wuddmmet of tM eomrate bridge over Heuldar as Onelq on bhs earl prolagatiaa of ea nab. moat taagata a the eutaide of a cloves 75 tact rotrtb et the seater lino of the hq at the toot o! • !y-toot rR Da1c and 2 tact lower than tb pavsati. 1 ataadard dirtc rbupad a1y92.22/ D 2ti ~§ 1933" and eat iti the top of a eomrste poet prolaetiag 6 faehea shore the grotmde avax,rren xx _Allred_L__Ploets.._...._.__..._.____ Trees ..__Oartogrepher ...... _ __ ___ D¢ra .J.7seat .5h _____ __ a. . -_._._...._.._ b: ~: tTitilo Dal aa....w...~ Aaaxas .-_.__.._..__.__._.'_.__.__.r~_i__ Lvb nom m N°a mmm®_ . mt M nm.kd. ADDITIONAL DATA a 1 WASHINGTON ffiar lxevaxArrox orp:cx ccoiF o~v s`-tissfl c x REPORT ON PERMANENT SURVEY MARK Weehia~a ...._.... covxTT .Crays-Harbor Ratt RS~er arara --_--'-------- - --...... @veaaaxar. ---------'------- --- Pmw+pr n:.aaaxcx _1088_g41a~_wu6h_rlon6_U~._s._8ry_1o1_tra~._gweEp______-___.________-__-____- __ f ,a,m i Brwerxc ox Afepa 55~(bl ~ ~ 1933_ Trea ov bfeae. RM _l TT._Z... Teuxo. __. ...___. a Coxocrrox Esreanreaso er k Leo ... '~ ' .. ! Dbturbui ^ UBGS ~ U8DR ^ -. -. g ° - ~,,-. ~0.~~ -a S° Lava. _-----" --~~ -- ------------. Pesaayea ^ uececs smte cs ^ a Elev.-__.. ..._._5~!.~-.-........feet NoE Found^ USNPS ^ USNP9 ^ 3~ USOLOI _ __ ^ °~'e UBBLM ^ 1°'be1 F Reaeasa os Aeneso Darca.errox: g`g9~ 13.4 elUe yerthweb elan{ II. 8. S•y 101 fns 4siltaae 16.8 mdse eoubh Prm R' Qeeetee 2065 feet weal o£ the out»rt fn iweh Craalr. E96 !•et waab et the ~~ eulxrt Sa bw~ Criek. 32 feet north of the venter line of the hey and level &g aith the panned. A rteadsrd disk rtemptW "558.601 ~ P6 1933" and est Sa the bP o! a aonorete pest pro~eotina 9 Sdwhee eootre the bromd• awLfrrap nr .Allred 1. P1tN10a 17 t 54 6arFo~raPher __.. -- _._.. _..-...... Dare . __--?'.,.._-_ Tma __.-~ 9. 0soIosieal - - _.._._.--.._._. __ _ Aaeacr __-.-------._...._..--.-...________.-_..-.. lrvta mm msom mm:wn mad nm eenwrtm. REPORT ON CONDITION OF SURVEY MARKER ~f Rome or Uesignacion: ~j•/ ~.7. / Described in: /~/%$j/ "~e•r Bw..v xe. q: argf3 stare: `U/;Sr/ cowry: Js;~~_..>:. ,. Barabfi.nea Ar: ~-/._,:: veer j°; ~, Mark semched fm or reeovereA by: Name - WHIiEFORD, INC. Oreenizarioo - P;dpiO ar une f E 3 -- ~~ _ ` ~ _IO Pre. or " ~ GPre C'dd. MA. 2-a~!e Dace at report ~ Address- •-kti nay Mark cramped: Cwdii J~ ~ / cs ~~ ~ -. /- a g .no pog char ark o ogrher per meer (acts. `ace o ma.,...e. n~~ ._..~... ee .~~ •~ s .~. -•° v. w.. ..«~ .~. : .- U. s~SOexra~~~ ~vev~ MAP INFORMATION OFFECE Fox. s-lisc REPORT ON PERMANENT SURVEY MARK fan. rgsn ware -4~~----_- -. cox _7~tfasam - --- @uaoxaxcra 1ra!.I9s~. Px:x,axr Rev¢nexct &6 _atS-ss mx'~h s1m6~.M llllpnatl itil_Pcm_~~t9s_#h9s -------- _-~ ~ -ini-.Hii;; Ana air.~.:i .. JLtsrta ----~>a - nrafaxAnoxlsreLpa-_m'~tRf29$--_y- Trn: or uaax: Bffi._x-.. rr --.-- Tpuxo.-..._.-- Coxoacox Esrasusxeo pr ° Let. -._._-__° --...--- ---...--_ Dishrbed ^ UBGS ^ 2 USBR ^ Ea Lane.-~---- Deatmyed ^ uscacs L7 statecs ^ ~7~ .- fat Nat FOUnd ~ USNPS ^ U8NFS ^ 8`~9 Elev.._-___-..-._-_..-. _- ~g RxLnpse arz Rena® D~BtsnON: USHLffi~ 1O ~9 fie a4e me P. ate ibe9 m lesbfr Wafa•~f01ea eaia eorfad oft >Rd a M W eAer DhL 1&76 ahes2a Lew bfm bet IOlia isolated )tole 2609 rs.a s Wle t $oa 6t fhb rn o! fLe Ymripfir iam Hi 769. Yret of 6 looel iebnaw poet esb g w0.O6 Ma11061f6~ (7'A beariptia/a q3e t01;201i6. e031'OL 114raefial• Ib~ sueLrr,~ xr __~~° fe 801t Tdrds -----~-------.._--- Dais aspis'f'ir Ib/1966-- --------------------- Acxxcr....._.....-__- __ __-__-__..-____-._.- x..tr mom m awe enn&emn nd not s..gpomd. c_ aFrxerxorrxe:~~:ox REPORT ON PERMANENT SURVEY MARK MAF INFORMATION OFFICE ~ FoeL 91186 (x.v., Js~SOm x x irbYOttm 1Q.06 Srwre-___._,.....-__--_ - Cox -._ _ __. .._-. -- - -7.6-~Liis " sIeoL ff.>t~-A- '~~+d 7s^46i~m QtrmS Xuutar Reeamxts --------- - -----'----- --- '~- ~ni-.Kme.m-wtenre) ------------ --------- • P n®oxAnox { Lixr®_0 M _ __ _ a $raxesv ~'~~ ~ ~ 1~._.__..- Tres or Afape: HM_ _... TT-..-._.- Tpuxc. -..__ -° Coxomox Esraxuee® pr 6 Lat. __.-___° -.-.--- _.---_ D'uturbed ^ USGS ^ USBII ^ Long. __-_ •~ DeatraYed ~1 useecs ~7 state cs ^ ° Elev. ~~5... _- _' -_- feet Not Fowd ^ USNPS 1y ^ USNFS ^ ~g USHLMI ^ IoM°`t ^ 38 R®taxes ee Hevra® DesBtFnox: r€ ran .tu bblef .. Tama 171ef m ir. aiae helve eater or blot!. llbin ~pgpg aea serves tea b.nroi.b. - G EupLrrdm eY -~ss!~ s• 90~ °'~------ ------ lEe 1606 Trcta._._. DAxa _-__~_~.-__ Aoe+cr __-_-.._--.---..-..__~_-_-_.__-._._. inawammt~a..~_wta. APRIL 1972 PAGE N0. 5 scpeo~ocEC ~PSx gvev ~ MAP INFORMATION OPFICB "~ e n u REPORT ON PERMANENT SURVEY MARK Fopx 9-1166 sae".`~i'.bSygtm JairireoB Deetxaeflm 2eleaa Scare ....,....._......__._.-.-..-_-- COUNrY .,... ......_. -......- Quao Ncrz _____ __-_._--.. - guore Pwntnxr ReesRexce 10.8 r31.s mr6h eI-e~5 u. G. HiL~I>~Y~Ol- it+tw t..JaSYyt7m Oelm ._ _ . - _ _ t7. ( ... m~Rnunn mw m.ra 1 ~ nes,cxercox { L'nfD _. 98.310 T 9?-1954 _ _ Z SraLxso ____---___.__ .. Trre of AfaxY: Bffi .._. TT--,..... Tauxc. __.-... _' CONOmON EsraxusNeo er a Loa _.__-_° _-----~ --~~ n;atarted ^ uscs ^ ,,i+trr usBR ^ Ce Lone. ----- ° ----- DeatraYed ^ USC6GS 1.1 State GS ^ 63 Elev. -_ ~~~------------ feet Not Fpwd [3 USNPS 1} ^ USNFS ^ '~zE USBLMJ ^ (ow.j~ ^ ReLaxxs oa Renstn Des<stertox: V h1~la0k afmlp eaila Oat ba fame. • Qili~at MenL :s near a airs err 9ellea b novel wbin. isttwal7 fbiok brmh SntetmtAd altL _" ! b ~' s! belt deasgowd m~ slaehtabe soda an esbnded search Stapnotiael oy adtLrt • son aea0lew 6saerlPtlm• sxpL,rrxa pr_1H]lim B. Ooot -...----__, 9epfeceer 23~19fl8 IIertopeybl-_ .____ . _- - Acexcr..._Q~--.--. -. LarMn twm m wad mmNOn nsd not be remerm. - U. aGOtenx~1' mm~iHE ltnsx:op - - - -... - xU Foal 9-1186 vsr REPORT ON PERMANENT SURVEY MARK MAPP INFORMATION OPPICE Ixn, fBN) srarx ___9Lrbabfaa........-___- covxrr _71th.em_._-_ @vaopaNCra _.-..]hats_.....__ _ ..._. @NOre Puxanr Reemexce.i.5-silos-.eaafh~9~-~~,~-101--tas-~--------- y Dratcxwnox { Ltxr®..~_x.1pa-_-_.-...._____ 9 ISrwar®.._-_.____ .............._...-. ...... Tree or Maps: Bffi-.=-- TT _....... Trtuxc.....___ Coxomox EsrAeusx® ar ? Lat. ...._._-' -------~ - ---~~ nixmraea ^ uscs ^ vsBR ^ x$ I.an&---__-_° -..,.-.--._ --._...__ Destroyed ^ USC&GS p State G3 ^ °e~ Elev. _--_-~•4~-__-......._- fat Not FOUnd ~I USNPS1 ^ USNFS ^ 9e Reaaxsa op Rsvd® DPSCnivetox: USHLffi x~ - Ps Misr et lab~a6 eofivib L eaea lsalestaa b9 A.esrifxiw. 3a a~ Y S s sxxLtrddn pr ..61111s.Ar_9aaL_-._...._____._.... Jam 1 1906 Luke tmm ro wm mmitbn nod mt>,c ecuorem. v.s. opo.LxrcEC ~su`a'"~'e`"r10P ce FoaL 9-1186 REPORT ON PERMANENT SURVEY MARK MAP INFORMATION OFFICE ixr. rgr,l scarp _-...___.,..._.... couxrr __JafL~aee_-.... @utpxaxorx..._lerics_..._-_...:__... @uade Pwmaxr Rxeutsxce_15+if.allsa.ienq- D.6t.. 101.-lY'i.11s-.1eNxebgee _ d ArIer1J 8tneb ad Folla Awns .! ""°" ~~~"°`;- ~ D~:cxartOx { Us, s __.. j_p..1yyS..,_._...-..____. 8 Sraa:em_.......__.-....-__......__.......-.- Tres as ffiaxs: BM...j__ TT-_ _.... Txuxc.-....__ -` Coxomox Esranusxeo pr _ LaL _- _.__ ._......_. -.__ _... ` Diatnrbed ^ USGS ^ - USBR ^ ka Lane. --~----' --------_~ ---_---'~ neatrorea ^ vscdcs ® state cs ^ g~i Elev. -_.._ ,~tts~_...-_-..._ fcet Not Found ~ USNPS ^ USNFS ^ 9° USGLOl ^ J ^ -waj €oo Reriapxe ox Rsvisso Descatpreox: USBLM co %f Mbesee et LS{fr7 rideeiob !a aeee teatafea b Ieeeri9ttm ye as Y e a 3veLtrrm ar-..~~..bppk.......__...-__...__ Trru._......_ _....____.._.__....__ DAre._.._1_~_l~._ _....,..._-..._- Acsxor _._~__ ____...._ . ........ . ...__ _ _.... Wree [aem In woe mna:tba cad oot te.w.ma. ~~.- 6ceoio~ cnt°FTSURVev1OR REPORT ON PERMANENT SURVEY MARK MAP INFORffiATfox OFFICE F ~xn 9-166 5rwrz-~0lfi_...___.'_-_._ covxrr _JKilixssli._.___. @uaoeaxaca __11~p. .Rl..-_-..__....__.. @xxtx PxcLaer Heptxexce ll.isliaa..erq_a1ta6-A,b_Ldlbp~Iil._iQl._~va ~ fAM.r.4s K iMPLr>• eelaef eel 7blts Aettre of Totem"n°a am ama~.xl Dxs:cxarcoN 5 Ltsrso __.!.)A.19~_--.. ___....__- _ It Srnxem ___.-___...___...-__.___..... Tree oe Ataxx: HAl .._Z.. TT..___. Trwuc......__ Coxomox Esraetssxm er ~ Lat. ----- ----° - ---- ~ ~~ Disturhed ^ USGS ® USBR ^ -' - s$ une.------° -_-_--~ ----._ _~~ Deatrorxa ^ vscaes fj state cs ^ $'~ Elw. __..-RlTaAEa--.._-....-.._. fcet Not Fowtl ~ USNPS ^ USNFS ^ e; VSGLOI ^ - ^ J IoW..j o= ReMaxas os Revis® DaccetenoN: USHLM e; s~ Mbesoe et 1ae01n6 eetlrib ie one Sadiwfea bJ aeaeripfir. i g x a suxLaxopr.- uii..a._-ate ---- T,rt~_-_-._..~r_eogiepltFr_._.._......_._.._--- DAre-._.._1 Taae 164f_........__.....-_. A4ENCY __.._)•~......_.....__ ....__ ......... ........ LerYe twm N amd mmxbn mad mt b reronm. ADDITIONAL DATA APRIL 1972 PAGE N0. 6 1 WASHINGTON ~ oar smar rxs x REPORT ON PERMANENT SURVEY MARK MAP INPGRMATION OFFICE ~ Foam 9~1185'~ (an. tau) sr..re _-- 6aaMa8iaa----------- couxrr ----Satt°ra°=----- eonaa<xora----)min----_.------- Quota Patmaar Reernexce-6.6s11aa.[eath clans-D.S.-1®1Di_Slri-fffi~S6tOSMat1a• a7 ~!'a>r1T etaeat aa8 Au'ia ~»mo at 'axYa to;.au,e t a Deatnxnnpx { Lrsan...- _-Q.j'J-1866-_ _...-.......__ ~ Srnmreo......_____.-._._...._.____...__ Tyre or Rees: HM __Z TT-..._._ Tauttc......... - - Corvorrrox Earnatasem ar s Lae -_.._-" ---..-~ ----__-~• Dietnrhed ^ uscs ^ usHR ^ 5a Lnng. ___-.-° .....-.--' ---..---•~ neeemrea ^ vsce.es Q stare cs ^ 5 Elev. -.._..6.q.OlJ---__._.....-_ Poet Not Found [~ USNPS ^ USNFS ^ ~; USGLOl ^ _o~t ^ ~`= Ramnaga oe Rsn® D~traor: USBLMJ "~ Mdww of LlBLap gel.esWm is ease tnataataA n7 6saaglpttm. s~ r a e _s w saamrr,m ax -~-iw--0ul---------------------- i rm 1968 :. Ttrra-..__AtrjpB~+pLa!__.....__-__-__......._ Dare--.___-.....-._......._._---___--_..-..._ Acancr .--j,606....__-____. _..... _____.........__-- maa. rao,amwr.waxtw .an.w. ae..w.nt cco ocic ~i'sLna"ve"v1Ofl REPORT ON PERMANENT SURVEY MARK ~ INFORVnTION OFFice Foam 9-1186 ta... rsae> Sre+s_--laaLtngtaa._-. ___-._.._. Couxrr ___?lAiltl--__..- @oewuxns _-__. _.___-._....._ _ Quora Fatmatr Ht~exca-4.8.atlas.amtL..aia68-If:~..H1~iaZ-141_xtax_fAl..inOl.>!xtof198 _ Of Aaksal7 ($trMf ae6 loxka ~waua at leslts lonKm,.m m...:1 111 Srnmtm .................___.____.......__. Tree or Meax: HM-._I-_ TT--...._. Taraxc. -____ Corvotnox Earpatusn® ex s - lat. ---..-..° ---.`--~ --.---,, nleenrM1ed ^ uscs ^ usHR ^ eo Lpng.....-....-` .-.--.-• .---_---•' neetmrea ^ uscacs Q staracs ^ 9~ Elev. _-..._.._666•m.L_..-.-._._ [ut Not Fouts Q USNPS ^ USNFS ^ USGLO ~ ^ --.-...-.-.. ^ i~ USBLffi lot°e1 v Rem.+aKe oe Revta® DsgLwnlON: 3~ M6mee e! LSBLaey aarthvest at spot lndirtats6 by QasorlPtlm. i a suamma ax __41111aE.--Qad---------------------_- i Jma 1666 Tara-------0arlo6>t+aDLae.------------------- D.ra-------------------------------- Acarrcr..--..-II86s___-_ .____-_.........._...._ _ _. meet twr m eaod mr:tbo nad>.otk..wxd. - o esrasxrorrxr x REPORT ON PERMANENT SURVEY MARK MAP INFOExaTION OFFICB ~~ Foam 9-1166 ~ ra...:m+t srAre-......_ ................ cooxrr ...IDaliw---__-_ @veoaxata_~......_._.__.___. @nore Pwmeax R,aeRaxce-A6-.ilea-.6WL-dms-~q!d;~.~J,,"a,~-,~°s.-sacra-tar-tse.,...tta+t of Apr17 etnaf ash lwla atauts at foeta $ Dtrstcxnxrorv f(Lrsrat__..-..-.-_~..._-...._..._...-..-.- 9 ISxnmr'eD_____..___--...._._-_____.. Tyre oe Mnag:BR---z.- TT--.._._ TvAxc.-.._..., Cox x Esrrauae® ar ` Let __.--..---° -------' --------" Diehrbed ^ USG3 ^ DBHR ^ 4s Iuns.--------' --------= --------~~ neetrovm . Q uscacs [~ smtecs ^ = B Elev. _-_me~--- -------------- feet Not Found ^ USNPS ^ USNFS ^ ~ USHLffi Remaaae oa Rerts® D~catrrtorv: ~ :~ na Otiate'aM Dew 'see Sbm6 •ttL LeD1st taaova6. ey suamrtrm ax __413LaB..-0ooi_ _.__ - ____._ 17ma 1968 Ttrra_-....._Qn~m~tSplri'____.. __-._____..... Dore-.._._.--_._____-. _. Acexox _...-0~.....__._.. __ . .. .. m.rb rwm b wr mriam Had mt m z°wrW. ..................... DESCRIPTION OF BENCH MARK Designation ~. ai. 1958 State .~ashir,=ton County C1e.13 ;; Nearest town County Date April 1958 Distance and direction from nearest town 2.9 :a i' ~s nrr `h Character of mark stv d~~i d Stamping C ?? t, iE'!' 1''S? Established by Bursa.. c- ;u*:.`^ Hnads <^?2. 397 Detailed descrivtion r '~ - .orth slung ~ `. Hieh~Hg 1J1 from the intersection of l:rker;y S±reet ' _:-ks :;v=^e~e ,t °~~~ :;lallnn Ccunt.;f, at a concrete trid„r. over Col. 'ono i23.ver, lrJfe~-t. .scatM?st ;:T the,ce:^ter '_ e oT the hiahne;-, and on the upstresn! end of the tn+s= ;,_.r n•. :he =:.att, :,ids •.° the bridDe. ~ 231.581 ft. C 78 to C ?A Rai - L.n29 feet +1.029 Pt. ZrQSwr or eorem~aw.z ~a:a~.m; REPORT ON CONDITION OF BENCH MARK R DeaignaUOn of mark D ?? _ State ~.:.shinrton Couaty ''~' 't>l~^' Nearest town _.._.-".'ate s___- Distance and direction from nearest town .S..;l^t " Mark searched for or recovered by-(Name) _-_.-... -__ __- Date -.._ (Occupation) ..__.________-_..._..___.____.-_. (Address) ------.-__,.______.._.__.__- Present condition of the mark _'- _; ~~ - --_..___-_......._......____....__._--.._....... Leiters or numbers found stamped on (not cast in) the mark __... _ _--_-_..._.._-_____-__ Use the folbwing apace for reporting upon tM1e tM1oraugMeu o[tae search is use rk wunot reurered, or far suggesting nered changer In CM1e DuNhked description, if the aurk wu reuvered y 3i5a:1453-5.0 miiea north alen~ D J. Hthwa, 101 rron the intersection of .cCer1; C±reet ..M "arks Avenue at Folks CLHi1~~ ^ount;•, a ar the junction of a road ' ~Cir east to ^~-desli ranch, 10 feet tram. tiz; z_;cxoach road to the Ford .'.Hoch, znd et `:.!le Left (-~+est) ri.°hi.--.f-t:~-g fence. is standard dis;<, stamped "D 2F ?.~. T 1955^ and cat in the tap, of =. concrete post. (29Z0~0 feet.) --ibis bench rack ~•: as estrhlished and its elevation deteradned by engineers of the U.S, Eureau o" Public 3oads 'n dune 1955. 298.136 Pt. 28 td D 28 RESET = -1 • I ~ bJ{t • X91:1~_ c ~iaonei s~1i66 ~ REPORT ON PERMANENT SURVEY MARK 1SeP INFORMATION OAFiCE te... rma 8rw¢e..-._1.~3.LSi)<'GaIl....-_. .._..... COUtRZ ¢p_119~..____-. ..... QuADnaxcia.'n rnm.A y)pp._. ...-- @uo,s Pwmear Rat>Raxca_1r-.0_ct,{~?rn_Ityy'C!1-S+~o:':.r:~,_:tea:;;.J.O?. ^~•arr.Sariv --- ---- r cm.~.r sweat __.-____..... Drmaxwnox 5 Llsrao..U•'c'.4-------'----------------_-------_- _ lsremtm.k_25_x433_twoat..i355.... TrrgorNeag:HR..a. rr..__.-- aarervc...------- ~ Coxatrrorv Eernataseao ex - Lat. _. _.._.. ._-___... -_...-_... § ° ~ ~~ Dishrhed ^ VSGS ^ VBBR ^ 2~ Lone. .._.._.-_° -.......__ .._... - Deetmred ^ USC&GH Q State G9 ^ 8f Elev..___. _--.._...._.._-.._.____ fat Not Found ^ UBNP3 ^ USNFS ^ 8I VSGIAI ^ Fi.i°4.ts.. . ^ J IOweel i e Remeaga on Renaea DeacatrT~ox: URBLN a~ k.G IxL.eD mrUl n-ouE il:: ?@~Irmy iC1 1r3,I Tae ilt.arW_oi::on of NRtvrly _~ eltzcet crx' :-grim _vw•nru aE ebrfro 67n-1m Ootct4/a 25.5 1. oL rmdl of a f2.'u iron lnroiir~ wBt, -ml°'T~5 feat nor'Git of the ccatar ~.im of Ulu s hi;~/. about 3 foci below the lovol of tau road. !. ctari:,~uxi d1BL•s of°.r{:d D 2D 1933a Eooet 1955a onrl cot Sn tau toP of a aoncirote post ProSoctlfi: ~ loot dwvo Ute Gz+oum• ~atlon as ;;ivrm DY tae Dincau of Pt$lio ?bale suammaax-_Btmrr^,r-.?..a"1TUba_.._.__._._-.--. Ttxta.. _ __--•~--.-rY4.lrelll;l..._.........-._.__.-.....- Dwre-.. t~L-_ l_14~L........._.-_.. Acexcv.Q.i._sAa!n;~,C.._r -::liY•~r.._....__......._ wrkc rmr re ewd mrn~ n.ee war ce..m.ua. c earasxrorrxs x REPORT ON PERMANENT SURVEY MARK MAT I7.'FORDiAT30N OFFICB ao F (~ 9~i~ ve 8rwre-_-,_._.____-- Courvrr ......ltiaili _....__ gaeDaaxara____~....__........... Qnore ParmAar R®merrca*i7"~"laa~'10Z66~i1iR-\n,'~ma1~g>T"--~~-~~-gym ., a7 6C1Mt aa8 1Ddb >tOatla at 1~a ~ l ~-b-_- _ _ . ..... ............ DsaHxwfl !ox Lterm __.- - _ - ~ Srnmran__ ..................._.. .-_______ Trrs or Meae:BM _.=.. TT__.._. Tauxa.-____ -° Corvotrtox Esrgauat® az Lea ---..-__ ^ _.._-• -___-_~• nietnrM1ea ^ uscs ^ vasR ^ "g. tong.---_.--^ --._.-.--' -.----_~• ne•trored ^ vscacs f3 sratecs ^ i; Elev. -..--618.676___-_ _ -._.. feet Not Found Q USNPS ~ ^ VSNFS ^ USGLO ^ _-~_. ^ 9e Remnaae oa Ren® Dasrntrrrorv: USHLM ~5 5$ Dew ~61sa6• 3'111glr16 M is 8awrlptim ae laa6as asiaM. ffi(~ae7 Lea sDamr,~,max.-_~yw3,-A6at----------------- Trma-.-_.-.._..__..........._....._. Dire_..-..;Itot.17b8__..___.__..- Aavrcr -..-._-._II~_.....-_-____...._ .............___. m..s. mar m aer ®a:mo eau eoe m ~ eo Forman 9-3186n~r REPORT ON PERMANENT SURVEY MARK MAT INFORMATTON OFFice IRev. tmal , Srwre-.~~Iyy~tA,n.._..-._.._._...- Conxrr ...ClAl..lw...__...._.. Qn.oanxora-IIoaBmi.-It1I0B----.._- @uore Patmenr Recesses .7s4--ILL.-llor1r-~ -.. P Dts.axe:tDx { Lratm 6-18- ----~- -- ---- -- 1 scnmeao..3{tZ.&A-..°70~-1 $_....._ Tree or mesa: Btl ... a 93 mm Tx _.----- Truxa..--_--. Coxprrrorv Earneuea® ar 6 Lt. I/b-~----° ----(3~'-- --~5,,(~_~ Dlehrbed ^ VRG3 ^ UHHR ^ ~ Long. 1?L.-_.° 22.--.__• -39..!10" nsatmred Yl uscACS ® state cs ^ 8 € Elev. ---~utOl`t7 ---- ------..---- feet Not Found ^ USNP9 ^ USNFS ^ g UBGLOI ^ _ ^ I `` $emeaaa o¢ Rena® Dsa®ttnox: UBBLM IdW..I y.g 17t1o murk hec Dcoa daIItl'O,yOdg it tea lotold 1jLrE on top of tae ~~ Fpvaad• s soamtrrm ar -161I1G'9J.-1{•-Bwk6_-_...._.._.....-_-.. Tars---_.B::rtot~°Bphcr....--- ---- - D.re..-._1kiR.10~-]35fi-___---- Acaxcr....Sl~..a.-Daa-.0~1' !.°al..,v1t91~....-_._-. ]rvsa tmm m wad emaiuon ne.a w[ x rtrm:ea. AI9DITIONAL DATA APRIL 1972 PAGE N0. 7 ~1 WASHINGTON ~ Aarxaxr orrxa ve"r~rn REPORT ON PERMANENT SURVEY MARK MAF INFORMATION OFFICE ~ F 8x BL3165 (rev. lss,) ..~`... - STArs)iBAµay,xyA._.. ... Collxtz C-t~.~•m q ty_ _ - Ce It ~a{T' quore PwrAxr Rsemexce 3.7_1.E9.•..;~outh_LL: ~?4:. ~ - Y:.a - _ . m _--- -- _ ..... -- _7ui7~~ ~ae aamaaal ( .~ DmtcxAnox (Ltsrm-.l h . ___-._ ..__..._ _.._-.._ g SrAxem.llG2,e;fY'...._2~.-14~J~......-. Tees oe MarR: BM.~-_ TT-..-.._. Tauxc.......... ll Coxorttox Esrnewexm az Lek 1kQ----. _° .. G3....' ZLUr.3-" Diehrbed ^ - USGS ^ USHR ^ ~' Lpxa. 12L..-..° -20...-' .lS.1D.•' Deatmrea ^ vscecs ~ state cs ^ ~ Elev.....~}2,'~- -~~-- -. ----- fit Not Found ® USNPa ^ USNFS ^ $ - Considered destroyed ^ ~~ USBLM ION..j- ^ a ReMnaxa os Rensm DesrsteT~ox: _~ Pcddarlt at :.~:-.icc ~.,atina s:~ti the cur:: c:y Weed. ;mi.; rhwro a~ F°~ di,I°xw'd r~ ddc: Imt uncovc2 Wy-Croce o3 the 'vt..tien. ~ , & suarnTm ar _ iiaseEf-1 R RonkD _........-..._ -CartouraPScr--------- D.xe ---t~?g'i..17...-2~------------ Q -.. 3DD.A(ycnI--tYh'YFpt---~ Acexcr ...... ........._._. _-- _._-..-......__........ r..k. twd m avm maauoe a®d nu ee reweva. aEO FOeti s-`kis6x~ REPORT ON PERMANENT SURVEY MARK MAP INFORMATION OFFkcf (xav. rssfl SrAn; Y~ehin84vR...-_ ._... couxrr OLllam gxAxaAxcw: _._$%~14 ___. quire PaeMnar Reemexcx-9.9.nilea._nsS_.1sna.9^...troa_?3~~-4---...----...__..___...----.--- (rf mn.°.vaa .aa ai.nn«I Desccxnrtox t Usrm...-. _T..'~. ......_-...._...._._ ......- SrAxnn..198aSlbi_1'2$_3473_-_.__- Trre or xAax:Bx .._?u- TT ___.... Tmnxc..._..... Coxomox Earwwdaxm xr Las --.__-' --- _ _-' -----" Diatartea ^ uscs ^ usaR ^ E9 Lxng....-_---~-` ----- - ~~ ----~-- "" Deetrxred ^ py vscacs ~i crate cs ^ Sy Elev..___.... le4:o4~._. ..... _ feet Not Found {Yi USNPS ^ USNFS ^ Bg USGLO ^ tou..l ^ Rexnaxs oa Rsvseo Dgacsrenox: USBLM~ s5 azLmaire •saroh in dsaerlbed position and lenedlaLa rieinity F~ rerealed m aUtion. 5~ g€ & sxaxrrrex ar ..._ ApthRl~'_Y:._Wkllaee__....._...._ Trrm _._.-_ carLOYr~DA~L...._....-__......_..._ Dnre._.__?4Y...~b _.14'J-6._.__._._- wcexor- _ _...V._c.._~oaladQ0.1.-atvrey....._ RECOVERY NOTE, BENCH MARK R Designation G 28 RESET 1956 stare Washington eaaaty C.~allam Nearesa rown Described in 1 Wash. ebtef or parry USGS Diaraaa ana aiaeoaon tram ne.reaa ao.o 1.55 miles north a,eoverr sere September 1956 cha„ae7 nr mark Standard disk Earablisbed by C&GS sr.mping G 28 1933 Reset Also boa:,oral nonrrnl puma p Pre,em eoaaiaon Good 1956 Deviled repoa: Concrete poet and tablet reset by Department of Public Works survey crew in the summer of 1956. Tablet is 0.472 Peet lower than the previous eleva- tion. New description follows: "1.55 miles north along highway 101 from the past office at Beaver, 174 Feet SW of dead end road leading NW, 186.5 feet TIE of driveway leading to small house, 67 feet NW of the centerline of Highway 101, set in the top of a concrete past projecting 3 in. above ground and about 2 feet lower than Highway." G 28 to G 28 RESET 1956 = - 0.268 ft. 502.952 ft. -0.268 ft. 5~2. 8 tom. u. s. Darn o arraxrorrxE~vxv REPORT ON PERMANENT SURVEY MARK MAP INFORMATTON OFFICE Eo~ocicwe sux FUnn.9cu1x6 srAre-..._4Y1B]~in'•Lm-------,__-...-- coax in oD:Arrt. :x,x, '`y --Cie-Sim----------- @vu,wm'ata---...._-~------_------ qumx Pa[xMr Rmmexce..-At-``e.PPyos-Cy-'`"''.C°ult.Y------------._.._...---._._.___--_-`------ m;.eerrn and m.raaal f Ltsf®-. ....- A Dasivxwnox arnxrm',~_J-2~1Q~~_-~_-. Txec oe MAaR: HM ... ~- TT ._.-_- TwAxc.. ....... 3 EsrAewsxm Ur CoxU S n[oN _ tat. ---la@__° ...0lp.--' 11g.38-•' nmmrnea d uscs ^ vssE ^ Luxe. lPla_--' -]6---' Wsa7f1-,. Deatmyed' ^ uscacs ® crate cs ^ s .-- fcet Not Found ^ USNP3 ^ USNFS ^ .° Elev.-.._....):j;?.Fi,''.a-.......,.. _ ^ e USGLO~ ^ _.... 'gE vsBLM 1Othe" 3 & Reglnaxs oa Rxvtsm neg~tenox: g~ :station is in plax, tmi _condlp; h:ally. It >s wt the od;,n of a ~9 drlvevyY. b3 E9 ay~ S 3uerrrrm ez-.. P.oeoell d. 31nF]D_.-_ .................. Ttr~ ---------~9"t'ei'har ----- Acefrcr ___V,S,-_iaolopct:--'u;°'=~------- x.... r.md ta.aad,aaaxma n.ed aw ba ~a.rd. n rgxror>•xaimcziar REPORT ON PERMANENT SURVEY~MARK ceo OGicw~suavEr MAP INFORMATION OFFICE FORM 9-1166 (xe.. tsaal srAre.__..-.._._.Yaahlnalpn---_.. CUUNrr .......Ola1LLL._..._.. @vnxanxats.... P.yehL___.._..__.__ quote Pwrear Itmmexce-_ 2.0-alias-.eut.aloeg. Lira _4a_LmeL.P;r1hL__________ - .._....... - - cn,rar~n .ae a~tiaa:l 8 Dgecoxwnox { vaxm __..._.A38__._.-.____......._ n~naz-i2E-jfl33...._.. TresoeMnex:BM..X}l._ TT.._.._. Taznxo.__--- ~ srnx.m__ ' 9 CoxUmox EsenUUSxm az 5 Int- --------- ---------- ------ Dinturhd ^ USGS ^ ~~ia[ VSHR ^ x~ye Long.-__.__° ._-_.-_.' -._-.-...." IkatmYed ^ rx USC&GS L3 State GS ^ C? Elev ...............yTEa 169.--.------feet Not FOUnd p USNPS ^ VSNFS ^ 9g UHGLOl ^ g USHLM ^ loix.j~ S Reanaes oa Renam Deacxlenox: a€ Tro fndependsnt ewrahae rnealed ro autibna There hu Darn 3a deav aeLlrlty abna this etratoh of road. Sa gay ggg sr suxurrrsx ar..__..Aetho~f-Y-.-ealLOe----.---__.-. T.nB._____Aprtpgzephpr.....___.....___..._ Dxts.._.__14y.-26...1456.-_.-.--.__--..-. Aasxcr ........._9..J...Sieolegleal.-4arsay-_.. m.am,oaaxma ama aaa a nw.tm. REPORT ON CONDITION OF SURVEY MARKER flame or Designation: w ~S' Described in: L,y/ ~~. ~ ~emg.r em.ea xe. et~9zs pare: /f£~) coumy: [/J/.EJr1~ Esreblishea by: EBf~r..° n /. roar i9'7 Mark searched for ar recoveraa by; Nema- H- Organizarion- ~~ ~/z~~~//~"/6 _ D.re of report~G=r Aameaa - /?! fi Zvi ~ j~~i.~ y'ar!xs/h. Condition of marks: Liar letters and numbers found stamped in n ach mark. Mark cramped: Condition: n~ - Plea n rho her ugMe of the rch in case a mark was nog re<wered, uggested thong m description, need (or reparr- iag o. no Png ihp mark, o~orher peninenr facts: ,F~rY,crs era ~/J rw o rl/s¢ ~Nevw- in f/e ea.~ ~ ~.~e. %~iev c~ s /Ere` alf~.~t Grp lxu, .~of r~%~° ~~~; ~ 4~ <e «=u~/ri ~ ~t.r{e nurse%,~ t/~ P ~o Sip ~ t dii...~.,~ if .1 Wash. August 17, 1954 UNI7T;D STATES COAST AND GEODETIC SURVEY 0~, ~ First-order leveling ~~ ~ ~ .~ 4ti~~ Aberdeen to Twin Rivors, Washington ~~ TAE'' ES Vv SUI'PLEIJLENT ~tiE,ti LG 13 ~~ O~ 1~~~ Tria.n lotion Station "Mil A~~V~~~~ (1952 releveling) The standard (adjusted) elevations in this list are based on the Sea-level Datum of 1929. (Elevations derived from the 1952 levelings) This station is located one mile west of Hoquiam, Grays Harbor County. The field work was done on September 19, 1952, by a party supervised by C. W. Clerk. Mile.-- 1.0 mile west along the Northern Pacific Railway from the station at Hoquiam, Grays Harbor County, 58 feet east of the sta- tion-one-mile sign, 64 feet south of the south rail of the main track, 140 feet ©ast of a swj.tch stand at the west end of a siding on the south side of tho main track, 46.3 feet east of R.M. 1 Mile, 27.2 f{et south of R.A. 2 Mile, and in thick brush. A standard triangula- tic~n-station disk, stamped "MILE 1940" and set in the top of an iron pipe fillc;d with. concrete and pro3ecting 28 inches above ground. (2..607 m©ters or 9.u09 feet.) NOTE -- The mark we.s recovered projecting 2Ei inches with a collar of concrete around the pipe abcaut 1 foot above the ground. This was removed and mor© concrete placed around the pipe from the surface to a depth of about 18 inches. The mark was not otherwise disturbed. R.M. 1 Mile.-- 1.0 mile w©st along the Northern Pacific Railway from the station at Hoqu~rii, Grays Harbor County, 35 feet south-south- oast of the station-on~~©-~_ml.lle si{;n, 50 feat south of the south rail of the main track, 92 .feet east of a switch stand at the west end of a siding on the soot;h side oJ' thc~ main track, 46.3 feet west of tri- angulation statiox2 rlilc;a G L'eot oe,st- o~~theast of a 10-inch alder tree with a triangular blaze on tl~e~ north lids, and in thick brush. A standard referenc©-maz~k ~.isk, stamped "MILE NO 1 1940" and set in the top of a concrete pipe filled with concrete and prc~.~ecting 6 inches above ground. (2.4'71 meters or 8.].07 feet. ) R.M. 2 Mile.-- 1.0 mile west along the Northern Pacific Railway from the station at Hoc~~,i:L~.ts}, iiT'flys Harbor Count;, 58 feet east of the station-one-mile. ~_1.tAs ~~ :'7`~ is Ft south of the south rail of the main track, 140 feet east of a switch stand at tlx© west end of a sid- ing on the south side of t;lic.~ z~as.i:~ track, 27,2 fc3et north of tris.ngula- tion station Mile, 3 feet :youth of a white wooden witnc3ss post, and in thick brush. A standard rc~~fnrenc©-m~~rk disk, stamped 14t~iTL~~ NO 2 1940" and set in the top of a concre~#:e pipe, filled with eoncr-ete and pra- ~ecting 3 inches above grotiuzc~.,~ ~:~:'.~88 rac,ters or 7.835 feet. ) End of the supplement. 1 Wsah. 7/18/50 UNITED STATES COAST AND GEODETIC SURVEY First-order leveling Aberdeen to Txin Rivera. Wsahlnaton Standard elevations based on the Sea-level Datum of 1929 through the medium of the Pacific Northwest Supplementary Ad,jvat- ment of 1947. These elevations SUPERSEDE those atamned on the bench-mark disks. This line follows the Northern Pacific Railxay from Aberd aen to Hoqulam, U, S, Highway 101 from Hoquism through Neilton and Queeta to Sappho, and State Highway 9 A from Sappho through Pyaht to Tvin Rivera. The field xork vas done from April 28 to May 25, 1933, by a party in charge of A, J. Oliver. Releveling vsa done in the vicinity of Aberdeen and a spur line vas run to Moon Island Airport from June 24 to July 3, 1947, by a party in charge of E,B, Brown, Jr. This list SUPERSEDES a lithographed list dated July 2, 1941, and contains additional data from the releveling and from reports received since the list vas published. For tidal beach marks included in this list, elevations with respect to local tidal datum planes are available on re9vest to the Director, U, S. Coast and Geodetic Survey, Washington 25, D. C. For additional bench marks in the vicinity of Abe rcleen, see "Centralia to Grays Harbor, Washington (13 Wash.)." ABERDEEN.-- At Aberdeen, Grsya Harbor County, at the south- west corner of the intersection of East Third and I Streets, at the National Guard Armory building, 90 feet north of the main entrance, 19.4 fast north of the north corner of the building, and 2.8 feet east of the vest sidewalk. A stand arc? disk, stamped 18.658 ABERDEEN 1933" and set is the top of a concrete post flush with the ground. (5.788 meters or 18.989 feet,) Tidal 4,-- At Aberdeen, Grays F.arbor County, at the inter- section of Simpson Street and U, S, Highway 101, at a war monument in a triangular park, and in the top of the concrete base of the flagpole. A standard disk, stamped "4 1939." (3.608 meters or 11.837 feet.) Aberdeen, at the south corner of a triangular park around a war monument, attest surface at the center of the intersection of Simpson Avenue and Division 9t rest. (10.6 feet.) Tidal 6.-- At Aberdeen, Grays Rarbor County, 0.4 mile south oP the intersection oP U. S, HSghxay 1C1 and Myrtle Street, 147 feat northeast oP the T-Sntereacti on of Myrtle Street and a street bores Bring the eater front, 92 feet seat of the cantor line o£ Myrt to Street, 65 feet north of the north sail oP the Northern Pacific Railway track, at an old abandoned concrete vault xtd Ch Ss ell that remains of the old general office building of the Pcrt of Grays Harbor, and in the top of the middle toe on the neat aide of the vault. A standard disk, stamped "6 1934." (3.333 meters or 10.935 feet.) Tidal 2.-- At Aberdeen, Grsya Harbor County, 0.4 mile south of the intorsection of U, 9. Highway 101 arnt Myrtle Street, at the site of the old general office building of the Port of Grays Harbors G4,7 feet xeat of the southeast corner of an old concrete vault `all that remains of the building), 30 feet east of ttae center line of Myrtle Street, 28.5 feet north of the earth real of a spur track, and in the center of the top of a 10-foot-octagonal bloc Y. of concrete which vas sa old flagpole base. A standard disk, stamped 2 1927." (3.184 meters or 10.446 feet.) NOTE.--This bench mark may alas be reached from the union station at Hoquism, by going 1.6 mi lea east along the Northern Pacific Railway, thence about 600 feat south along Myrtle Street (the Haquiam-Aberdeen boundary line). Tidal 3.-- At Aberdeen, Grsya Harbor County, 0.4 mile south of the intersection of U,S. Highway 101 and Myrtle Street, 0,3 mile north of the Port of Grays Rarbor dock, 289 feet northxest of the crossing of Myrtle Street and the Northern Facific Railway, in the Union 011 Co. yard, at a group of 6 cyli.nd rical oil tanks, and in the top of Lhe southeast corner of the concrete foundation for the southeast one of the group. A standard disk, stamped 3 1939.° (3,305 meters or 10.843 Yeet, Tidal 4 A.-- At Aberdeen, Grays Harbor County, 1.7 miles vest along the Northern Pacific Railway from the station, near the Snteraection of Oak arts Second 3t rest s, 90 feet northeast of the north rail of the main track, 40 feet north of Lhe center Ilse of Second Street, 21 feet seat of a power-transmission line pole, aryl on the top of the base flange on the northeast side of the iron Lop of a concrete manhole. A chiseled cross. (2.514 maters or 8.248 feet.) Aberdeen, top of the northeast rail of the northeast track at the crossing of the center line of First Street. (10,1 feet,) Tidal 5.-- AL Aberdeen, Grsya FLarbor County, et the IInion 011 Co. Marine Plant,~l`eet north of the north rail of a spur track of the Northern Pacific Railway, in the top of the southeast corner of a concrete wall around the at ornge tanks, 5.2 feet south of the soutknreat corner of the lead inp, rack and 4,6 feet higher than the ground. A standard disk, at amped 7i5 1934." (4.485 meters or 14,715 feet.) N01'E,--This bench mark may also be reached from the union station at Roguiam by going 1.6 miles seat along the. Northern Pacific Railway, thence 0,1 mile south along Myrtle Street, thence 0,1 mile seat along a gravel road. It vas reported in June 1947 that this mark is covered by the third plank north of the earth aide of the platform at the truck-loading pump, 1.2 miles east along the Northern Paeif is Railway from Hoquism, top of the north tali of the south track at the crosafng of the center line of n paved road, (8.5 feet.) 0.7 mile asst along the Northern Pacific Railxay from HagU ism, top of the north rail oP the south track at the crosafng of the center line of Twenty-third Street. (10,0 feet.) Y 284.-- 0.5 mile seat along the Northern Paclf is Railway from the union atatl on at Roc uiam, Crays Harbor r, aunty, at the bridge over Hoquism River, in Lhe top of Lhe south end of the east concrete pier, 2.5 feet east of the east end of the draw span, 1.4 Peet north oP the south end aP the pier, and ~ feet loxer than the track. A standard disk, stamped Y 284 1947.' (3.051 mete ra or 10.010 feet,) ' 0.4 mile seat along the Northern Pacific Railxay from H uiam, top of the north rail at the rest end of the bridge over Hoquism River. (18,6 Peet.) 7C 25.-- At Hoquism, Grays Harbor County, at the Snteraectior. of Eighth and L Streets, at the city hall, at the northwest (Eighth Street) entrance, 15 feet northeast oP the center line of the en- trance, 9 feet northwest of the port hwe st wall of the building, in the top oP the northeast concrete banister of the steps, and 2 feet higher than the sidewalk, A atardard disk, stamped 10,699 A 25 1933." (3.336 maters or 10.945 feat.) Spur line to Moon Island Airport H uiam, top of tY,e south rail of the main track of the North- ern Pecif is Railway opposite the asst end of the union station. (9.9 feet,) Mlle.-- 1.0 mile veal along the Northern Pacific Railway From the union station at HagUiam, Grays Harbor County, 74 feet sovth- esat of the station-one-mile sign, 63.5 feet south of the south rail of the main track, 60 Peet north of the high-valet line, and 0.5 foot east pf a 25-foot signal pole. A standard triangvlation- atation disk, stamped 'MITE 1940" and set in the top of a 4-inch iron pipe pro,je d Sng 2 feat above ground. (2.807 meters or 9.209 feet,) A 285.-- 0,3 milo xeat slong~ the Northern Pacific Railway from the union station at, _H~~u~ia~m, Grays Harbor County, thence 0,4 mile south along Fifth Street; 100 yards north of the Grsya Rarbor Machine and Electric shop, 71 feet north of the center line of Fifth Street, 58 Peet northeast of the canter line of a gravel reed leading hortheaat, at the southeast end oP the northeast one of two Mobi lgas Marine Service storage tanks, and in the top of the asst corner of the concrete foundation. A standard disk, atampad A 285 1947." (3.060 meters or 10.039 feet.) 8 285.-- 0.3 mile vest along the Northern Pacific Railway from the union station at Ho uiam, Grsya Rarbor County, thence 1.5 miles eouthveat along Fifth Street; at the southeast corner aP Moon Island Air art, 68 feet southwest o' the center line of Fifth Street, feet northwest of the canter line of a gravel road Lead- ing from Fifth Street to Lhe east end of the runway, 34 feet south of a point in line wit's the south edgy pf the runway Pavemnrt, ar_d in the top of the southeast corner of the southwest ono of tvc power-a~-comminicatlon line concrete manholes. A starulard disk, stamped R 285 1947." (3.109 meters or 10.200 feet.) C 285.-- 0.3 mile vest al ang the Northern Paclfle Rallvay from the union station at Hoquism, Grays Harbor County, thence 1-.6 miles southwest along Fifth Street; at Moon Island Alr crt, 320 yards east of the shop hangar, 54 yards north o t a earth ed;;e of the runway, 10.7 feet vast. of n runway ll.ght, and 8.4 feet south of the south edge of the taxi strip. A standard d1ek, stamped "C 285 1947" and set in the tag of a concrete post flush xith the ground. (3.375 maters or 11.073 feet.) Moon IalaM Air art, pavement aurPsco at the canter of the asst and oP the east-a ~veat rurxway. (11.7 feet.) D 285.-- At Moon Island Airport, Orays Harbor County, 144 feet southwest of the southwest corner of the office building, at the southeast corner of the shop hangar, in tho tap oP the concrete ~ovndation, and level with the ground. A standard Sisk, stamped D 285 1947." (2,874 meters or y.429 feet.) Moon Ialaffi Airport, highest point en the rvmray, 710 Peet seat oP t~ west end of the east-and~weat rummy pavement aurfaca at the center line of the rummy. (14,3 Peet.j Ead oP the spur line. Y 25.-- At Hoquism, Grsya Harbor County, 0.9 mile north along U,S, Righway 101 from the intersection oP %ighth and Simpsar. Streets, at the Lincoln School on Lincoln Street, 34 feat east oP the main entrance, 32.5 feet vest oP the center line oP the highway {Lincoln Street) 6 feet south oP the center line of the entraz.ca stops, 1n the top of the oast concrete retaining wall at the south end of the steps, 3 feet highor than the eidevalk, sad lsv~l v1tL the sixth stag from the bottom. A standard disk, stamped 11,936 Y 25 1933." 13.741 meters or 12.274 feat.) L 1 (U.S.G.S.).-- 1.8 miles north along U,S. Highway 101. from the Snteraection of Eighth anfl Simpson 3t teats at Roquiam, Grsya harbor County, at the ~unctioa of Roqulam and Little Rnquiam R].vars, at the northxest end of the bridge over Little Hoqulam R7 vet, 1.40 Peat northxest oP the canter of the steel draw apnn of the brad ge, 26 feet eputhxeet Of the cantor line oP the highxay, 171.9 fast a oath of the vast oorner of the bridge, 4,8 Peet northxest of a pover-traneadaeioa line pole (the pole nearest tho northxest bank oP the river), affi 1 foot higher than the bridge floor. A United 3tntea Geological Svrvey standard disk, stamped "14,698 L 1 1929° affi set in the top of a conarete poet project ing 0.2 Poot above ground. (4.563 meters or 14.970 Peet. 1.8 miles north along U,9. Highway 101 Prom the intersection o£ Eighth and Simpson Streets at H~a uiam, center line of the high- vay nt the northxest end of the br ge over Little Hoquism River. (13.7 Peet.) 441-27 -2 Tidal 2.-- 1.8 nilea north along U.9, Highway 101 from the Sntersectlon of ESghth aM 9lmpaen Street at Aogv_~, Grays Harbor County, at the junotlon of 8e4uiam sad i t e Hoqulam Rivera, an the aoutheeat aide of Little Hoquiam River-, 73 feet northreet of Llrs soutbeaat affi oP the highway bridge, 62 feet southeast of the noels! of the steal drat span of Lhs bridge, 38 feet north of the north oorrr of a houee, 22 feet sovthveet of the aoutheeat side of the Drldgs, 14 feet south of s purer-Lransmiaeion line pole (the pole nearest the southeast bank of the river), 12 feet southeast of the high-eater mark, end 6 feet hither than the bridge floor. A atatdard disk, stamped 2 1940" and net Sn the top of a coaonte Doat projecting 0,3 foot above ground. (2.248 rtsrs or 7.375 feat.) Z 284.-- 2.7 miles north along U, 9. Hdghvny 101 from the intersection oP ESghth and Simpson Streets at H uinm, Grnya Rar- bor County, in s small clearing, TS feet reel of t a neat corner oP afro-story Prar houee, 73 feet northeast of highway etstion post 273, 71 Peet northwest of pols.114, 43 Peat northeast of the center line of the highrsy, 14 feet northenet of a lar¢e eater pipe, 1.3 feet. northeast oP a rhlte wooden vl4neae poet and level with the highway. A etaMard disk, stamped ~ 284 1947A and net in the Lop of a concrete post projecting 0.8 Toot above ground. (2.405 maters or 7.800 feet,) 2,9 ^+i lac north along F 3. Highway 101 from the intersection of ESghth and Simpaor. Streets at Hoeulam, highway aurfnce et the center of the Y-SntereectSon of s gravel. road leading aoutheeat. (9.3 feet.) . Z 25•-- 3.5 miles north along L', 3. Highva9 101 from the interseotion of Eighth and 3lmpson Streets at Hoauiam, Grays Har- bor County, 1.3 miles south of the Junction of State HigMnay 9-C, on the outside of a curve 59 feet southeast of the front door of a trn-story ..^rar house, 88 feet nortlusat of the center line of the higiaay, 18 feet northeast of the center line of the driverny leading to the house, 12 Pest vest of Etas aoutheeat one of three mayle t:roee, at the aouthvsst edge of a hedge, and level rith the highway. A etsMand disk, stamped "9.488 Z 25 1933" and set in the toy of a concrete poet projecting C.4 PooL nbova ground. (2.992 maters or 9.8111 feet,) L 2 (U.S,G. 9.).-- 4,9 miles north along ti, 3, HSghrey 101 from the intersection of af.rhth and 3lmpson 3treeia at R uinm, Grays Harbor County, 120 feet south oP the Junction of State Rigtaray 9-C, nt the northwest eM of bridge 9-430, in the top of the northeast concrete railing,, 18.2 feet southeast of the north- reet em of the railing, 13 feet northenet of thr, center line of the hdgnrag, end 3 feet higher than the h~gtaray. A United Statsa Geological 3urveq standard disk, stamped 16.824 L 2 1929." {5,229 meters or 17.155 feet.) A 26.-° 6,2 m11ea north along D. 9. RS gltvay 101 from the Snter•~ aec'1 on of Eighth std Simpson 3trsete nt Hoavlnm, Grnya Harbor v otaty, 1.4 miles north of the Junction of-3tata Highway 9-C. 210 feat aor.th of the south end oP the roaden bridge over Hoquism River, 115 feet east of a esuell log cottage, 33 feet east of the center line of the highway, arA level rith the pavement. A atand- are disk, stamped "17.694 A 26 1933" and eat in the top of e c one rote r. oat pro ject lag E lnchea stove crovnd. (5.493 maters or 18.022 feet,) 3 26.-- 8.4 miles Werth along L', S. Aighvay 101 from the i.rt.eraection oP Eighth and 3lmpaoa 9Lreeta at H uinm, Grnya Har- bor County, 0.1 mile northeast stooge a curve from nn 18-Snch con- crete pips culvert, st the soutlareat std of a G,1-mile tangent bearing, northeast affi aouttnsrest, 60 feet aoutheeat acroee the high- vap troy Lhe northenet esd of nn earth cut, 46 feet southeast of the center line of the hl~hvey and 3 feet lover than the pavement, A standard disk, stamped 70.05 B 2b 1933" and set in the top of n concrete post projecting 7 inches nbova ground. (21.462 meters or 70.413 feet.) C 26.-- 10.0 miles north along U.3. Flghway 101 from the inieraeetion of Eighth and 3lmpson 9treete at lio6viam, Grnya F.ar- her Cour;ty, 4S0 feat northeast arouM a curve Prom the rortheaet end of n wooden brie: e, en a north-and-south tangent, 50 feet n oath of • j-foot charred stump projecting 12 feet nbova ground, x8 feet enaf. of the canter line of Lhe hiatntn~, and 1 feat lower c.nar. the psverx. nt, ! at end std disk, ~etemTx-d 117.877 C 26 19'3" arri eat Sn the top oY ~. concrete peat prcjecting 4 inches nbova groats. (96.027 maters cr '_18.190 feet.) L 4 RESET,-- 11.J aS lea north along T?,3. Highway 101 from the Sntereectlon of ESghth std Slayton Streets nt vine, Grnya Rarbor County, 12.9 miles south of ~um~tulipe, C.2 m e northeast of voaden bridge 9'423, on s northenet-std-eouthwast tangent, 385 feet northeast (aoutheeat 7) of a Signal 9ervloe Station, 30 Peet northeast of an 18-Such corrugated-iron pipe culvert, 30 fast southwest cP a 5-foot oharred stump projecting 7 feet above ground, 36 feet northeast of the canter line of Lhe highway, and 1 toot lower than the pavsrnt. A standard disk, stamped 1°5.820 FE 1933 .G3 L 4 1929" std eat in the top of s concrete post projecting 4 Snches above ground. (156.141 feet,) SOTS.--This Dauch mark gas established and its elevation aetereinsed Sn Deeembir 1933 by a field yarty of this Bureau to replsae L 4 (U.9.C,9,), vhiah ran destroyed due to highway re- lvaatdon. D 26.-- 11.2 miles south along U,9. Aighray 101 from ~H p tv 1 s Grays Harbor County, 0.6 mile south Of l highrq-rl~en- anas garage midray bstrsen Lro roadea bridges boated at each em of a O.s-mile tangent bearing north affi south, 120 feet eoutMeat aaroae file hlglray fram • small cottage aM garage com- bined, 36 feet rest of Lhe eantsr line of the hdEtnay, at the foot of s 3-toot earth bank, am level rith the psvernt. A standard disk, stamped "213.290 D 1926" std set Sn the top of a oonarste poet projecting 8 inchue above gromd. (65.109 rtera or 213.612 feet,) L 5 RE~T•-- 10.1 miles south along II.9. Highway 101 from Huotullea, Oraya Harbor County, Sa timber, 160 feet northeast of the top of the eivlde bstreen BoQuiam sad Aumptullps, 50 feet southeast of the eantsr line of the highray affi 1 feat hlgAar than the ~agrnt. A staffiard disk, steeped "328.014 Rf 1 -~ L S ab2m9ie greumNdt d(322335pfe°teta)eonerete poet yse~aetiag 6 3aaM.a E01L,-rPhla bsaoh esark ran established sad its aLwLlea N- termdned in Daeembar 1933 by a field party of thin Em1vW to sa- placs L 5 (U. 9.0.9. ), rhloh we destroyed due to h1gMw7 raless- tion. 8 26.-- 8.8 soles south along U,9. Righwy 101 fra• Jpa~ t~ul~iQ~, Oraya Harbor County, 0.6 awls south of a roasaa brTd -"ever a Crack at five Junatioa of a road leading eaaE to the ~erga =teen farm, 3J teat east of the Dealer lies et the hlgbaay, 1 fNt south of tbs eantsr line of the road affi 1 toot lever than the pavarat. A ataffiard disk, stamped 197.785 E 26 1933" nee eat in t!r top of a oanerste post projeoting 6 iaobes abe-a gs+ewd. (60.382 attars or~198.103 fast.) L 6 (U.S.0.9,).-- 7.1 miles south along II.9, ffigbaay 101 from to s, Grays Rarbor County, 500 test southaaat of a 3-foot Donate s culvert, 225 feet southeast of the baslaRlag of • curve at the eoutheaet eM of a 3.5-mile tangent bearing aoutheeat and souEbsast, on the outaids of the eurvs, 33 fast aerEbsaet of the Dealer line of the higttvay, sad level rith the pavarat. A United Stntea Geological Survey standard disk, stamped "168.605 L 6 1929" sad set in the top of s ooncrsta Yost proJeetiag 6 iaebee above grouts. (51.488 meters or 168.924 feet,) F 26.-- 5.3 sSlas south along D,9, Highway 101 fram tali a, Grays Harbor County, 750 teat aoutheeat of • roaden ridge over a small rxek, on s 3,5-mile tangent bearing northaaat-aad- eoutheast ant paralleling Lhe Poison Logging Co, railroad, agar the top of s grade, 58 feet southwest of the oantar 11r of the track, 40 feet northeast of the oantar 11r of tlr hlghray, 8 teat southwest of the right-oP-~ay fence, sad level rith the pavarat. A stamard aisle, etampsd 150.085 P 26 1933" am eat la the top of a aenarete post projeoting 9 inches above grouts. (45.842 meters or 150.400 feet.) L 7 (II.9,G.9.).-- 3.5 stllea south along U, 9, 8lgbny 101 from A to 1 s, Grays Harbor County, 0.5 mils northsaat of the Spring old School, 360 feet northwat of hlgtsny bridge 9-416, oa the outside of • curve, 75 feet aoutheeat ot,tlr Polaoa Logging Co. railroad crossing, 15 feet aoutheeat of • 4-foot abetted tit stump projeotitrg 12 feet above grovtd, 60 feet rest of the oantar line of the hlglaray, and 5 feet lover than the pavsrnt. A United States Oeologlaal Survey eteadard'diek, stamped "146.958 L 7 1929" and net in the top of a concrete yoeC projecting 5 laehsa above ground. •(44.889 rtere or 147.273 feet,) C 26.-- 1.9 miles south along II, 9. 8lglrvay 101 from~p t~l~~ino__a, Grays Rarbor County, 0.4 atlle southeast of a graveIe~ county road leading northeast, on a taogent near tlr top of a grade, 33 feet seat of the Dealer line of an sbandpnad logging railroad grade bearing north, 50 feet northeast of the eantsr line of the highwq aM 1 foot lower than the pavsrnt, A ataffiard disk, stamped x/219.432 G 26 1933" dm set in the Lop of a eonANte post projecting 10 inahea above ground, (66.978 rtsra or 214.744 feet.) L 8 (U,9,G,9.).-- 0.5 mile south along U.9, Hlghray 101 fra• __H t~~u11~~a, Grays Harbor County, at the Snterssetloa of Ebe Rusrp- tu- 1lpe-COpalie higlrray leading northwest, 83 teat seat of the aoutheeat aornar of Lhe Edison 34e11 nerviae ataElon, 26 fast north of the center live of D,9. Highway 101, 27 feat aeuth-est of Lhe center line of Lhe Humptulipa-COpalie hlgtsay, 6 fast vast of pole 11-30, affi 3 inches umer~rouM. A united 9tstse Oeoleglaal Survey etnndard 31ek, atmped 130.695 L B 1929" a~ ut 1a tlr top of a concrete post. (39.930 rtsra or 131.004 feet.) H 26,-- At Lu11 s, Grays Rarbor County, 120 test south- veet of the entrance o Loomis gametal et ore sad vest oftiss, 5 Peet snot of the Hoduiam-Reditoa signpost, 105 feet south engross the higheay Pros vole 12-10, 123 feet east aerose Ehe highway from pole 12-9, 55 feet southeast of the osntsr lies of fir high- vay std level rich the pavsrnt, A standard disk, stamped 142.995 R 26 1933" and sec in the top of a concrete post project- ing 6 incite above grovM. (43.679 rtere or 143,304 test.) J 26.-- 1.8 miles north along U,9, Righvay 101 Eras H~~H toll a, Grnya Rarbor Comity, at the Lop of a rinding graee~3 feet north of the south end of a 0.1-mile tonnggsat bearing worth arrl south, 75 feet northeast of pole 13-26, 36 feet vest cf t!r center line of Lhe highway, and level rith the yavsrnt. A stand- ard d1ek, stamped "265.921 J 26 1933" and set 1n the toD of • eoa- crete poet projecting 10 inches above ground. (81.147 Mters or 266.230 feet.) L 9 (D.9,G.9.).-^ 3.5 miles north along U,9. BSghny 101 from Humotuldpa, Grays Rarbor County, 0.2 mile south of Lhs Poison Logging Co. rsilroed erossiag, 200 tact north of roaden Dridgs 9-414 over Slovene Creek, 27 feet east of the osntsr ilea of the highway, std 1 foot lacer than the pavsrnt, A United 9taLee Geological Survey atatdartl dlak, stamped "239.370 L 9 1929" and set in the top of a conerste post projecting 6 inobea above grouts . (73.054 rtsrs or 239.678 feet.) ROTE.--It tae reported in Deoember 1934 that ttr top of the poet ran inclined 6 inches to the east. The elevation given thew is no longer accurate, t~l_iD~ Gray R or C y, eng ing aortal-std south, on the outside of a ourve, 2 test southeast of pole 17-10, 45 feet rest of thr canter line of the h1 bray am level rdth the psvernt. A standard disk, etsmped ";47,25 E 26 1933" affi net in Lhe toD of a 10-inch poet projecting 7 inahra above grouse. (105.936 rters or 347.558 feet.) L 10 HE9ET.-- 6,9 miles north along D,3. HSghray 101 tram H Lu11 a, Grays Rarbor County, 0.3 mile north of tea south end of a -mile tangent bearing north std south, 0.3 mile south of U.3. Forest 9ervioe road 33 leading eoutlueet, 18 feat norttraat N1-Ee E 26.-- 5.4 miles north along D, 9. RSghray 101 tram RuusQ- e orb Dual at the north end of e t ant sr .., UNITED STATES .COAST AND uGE ODETIC ST;•17VEY First-order leveling of a 5-foot fir struap projecting 7 feet above ground, 40 feet vest of the center line of the highway, and level with the pavement. A atantlard disk, stamped "435..150 1933 L 10 1929 CS" and set Sn the top of a concrete post projecting 7 inches above ground, (435.452 feet.) ROTE.--This bench mark was eatabli shad duel its elevation de- texrmizred in December 1933 by a field party oe this Bureau to re- place L 10 (U.S.G, S.) which yea destroyed due to higlxway reloca- tion, L 26.-- 8.5 miles north along U,S. Highway 101 from HvmptuliQs, Grays Harbor County, 6,2 miles south of Neilton, on a 0,3-mile tangent bearing north and south, 48 feet south of a T-road lead- ing east, 65 feet southeast of pole 20••10, 30 feet east of the center line of the higtrway, and level with the pavement, A stand- ard disk, stamped "517.889 L 25 1933" and sec in the top of a concrete goat projecting 10 Snchea above ground. (157.9U4 meters or 518.7.88 feat.) L 1'_ RESET.-- 4,6 miles south along U, S, Highway 101 from Nellt on, Grays Aarbor County, 0.8 mile south of wooden brldre mat the southeast end of an undulating tangent bearing nortknre st and southeast, on a small flat, 220 feet southeast of the Pole on Logging Co. railroad crossing, 15 feat port hwest of a 3-f oot hemlock stamp projecting 5 feel above grou;ul, 60 feet northeast of the center lino of the hlghvay, anti 3 feet lower than the)lave- ment. A standard disk, stamped "4115.195 193:` L, 7.1 1929 GS' and set in the top cf a concrete post projecting 6 inches above ground. (445,484 feet.} NOTE.--This bench mark xas established and Sts eleval.i nn de- termined in December 1933 by a field petty oY th±.s Bureau to r~- place L 11 (U, S.G.S.I which xas destroyed due to highway relocation, Id 26.-- 2.9 miles south along U, S. Highway 101 from tie ilt on, Grays Harbor Comity, 0.2 mile south of a wooden bridge, on a long and slightly undulating tangent bearingg north and south, at the Poison Logging Co. railroad crossing, 40 feet south of the center line of the track, 21 foot southwest of pole ?3-14, 36 feet west of the center line of the highway, and level whir the pavement. A standard disk, stamped "369.C02 M 26 1933" and set. in the top of a concrete goat projecting 6 inches above ground. (112.562 meters or 369,207 feet,) L 12 HESLT.-- 1.9 miles south along G, S. Highway 1C1 from Neilton, Creya Harbor County, on a level tangent bearing north and south, in the yard of the Salonie guard station of the U, S. Forest Service, 2B feet southeast of the southeast corner of the veoden station house, 28 feet, neat of s wixre right-of-vap fence, 62 feet west of the core er lino of the highway, and level vitb the pavement. P. standard disk, atampad "405.11? 133 L 12 192 GS" drat set to the top of a concrete post projecting ? inches above ground. (405,41.5 feet.) NOTE.--This bench mark xas established and its eleration de- tezmtined in DecernUer 1933 by a field party of t.hia Bureau to re- place L 12 (Ti, S.G.S.) which was destroyed due to hiP_trway reloca- tion. N 2F,-- At Neilton, Grays Harbor County, cn U, S, fiigtrvay 101, directly opposite the front entrance tothe pest of:'ice and st or~,8 72 feet anrih of the north end of a highway-ma,nte name t•ara,^e, feet east of the center line of the highway, and level with the pav2mert. A standard disk, stamped "4$2.512 N 25 1933° and set in tY,e top of a r.oncreta post projectingc 5 inches above Ground. (141.160 meters or 4112.807 feeC.) I. 13 TE SET.-- 1.7 miles north nl.nng U. S. Highway 101 from Neilton, Grsva Harbor County, 0.9 mile north of wooden bridle 9-411, 510 feet north of a crushed-roeL• stock pile yard or. the east. side of the highway, 140 feet. north of pole 27-22, 100 feet south of polo 2?-23, 60 feet zest oP the cantor line of the highws^, and level with the pavement. A stand and disk, stamped "401. C31 1933 L 13 lmz9 G;" and set Sn the top of a concrete post pro jading f inches above ground, (401.323 feet.) NOTE.--This bench mark was established and its elevation de- termined in December 1933 by afield party of this 9ureau to re- place L 13 (r=.S.0.S,} which was daatrnyed due t.o highway r~loca- tion. P 26.-- 3.5 miles north along U,S. HiP.hvay 101 from Tie ilt on, Grays 2L,.rbar Cowrty, at the triangular junction of the Qut vault road loading northeast s1onE tare south shore of Lake Quinault, 72 feet northeast of the center tine of the highway, 26 feet: vest of the ceder line of the rood, 20 feet northeast of pole 21, in the top of a rock ledge and 7 feet hiP,her than the road. A standard disk, staerped 215.4-:9 P 26 iq?3," (65.760 meters or 21°~. 748 feet.t ,j ^,-- 5,7 rnl lea north elor,? L'.4 ?ig'rwsy 1Gl frnm Tie 7.lt on, ^rR-ye u -bon Cnuntg, 0. 1 mile went of the stns] brid ~e o~'ar QvSnavit River, 1 foot vest of the vebt side of th„ Amanda Park service staff en and at era at Lake Quinault., .18 rest east of the center line of a roes leading to Amanda Park camp-grounds, 55 feet north c" tare canter line of the }tighvey ar? 7eve7. with the high- va~. A ~tar~.d arTMl disk, stamped "218.66c~ Ci 215 1933" and set in the top of a r.rncrate post t:roiecting 9 inches above ground. (66.738 meters cr 218.95`.+ feet.; R 26.-- 7.0 miles northwest along U.S, Highway 101 from Neilton, Grays Harbor County, at the junction of a road leading northeast to the north chore of bake Quinault, 60 feet northeast of ttx center line of the hlgknray, 40 feet Wort heeat of pole 974, 30 feet soittheaat of the center line of the road and level with the road, A standard disk, stamped "411.041 R 2~ 1933" and set in the top of a concrete poet projecting 10 inehea above (round. (12.5.648 meters or 412.230 feat.) S 26.-- 8.4 miles Wort tare st sl oz>,v, U, S, Higlxvay 7.01 from Neilton, Grays Ha*bor County, on an east-and-west tangent, 50 feet west of the gasoline pump at a Union service station, 15 feet -3 Aberdeen to 'twin Riverg, washinFt on northeast of pole 1010, 42 feet north of the center line of the hlghvay, 1-1/2 feet southeast of a fence and 1 foot higher than the pavement, A standard disk, stamped x406.791 S 26 1933" and set 1n the top of s concrete post projecting 8 inches above ground. (1212.076 meters br e7;o73 fact.) T 26. 10.5 miles northwest along U.°. Highway 101 from Neilton, Grays Harbor County 1.3 miles vast of wooden bridge 9-~G over a small creek, 0.6 mile east of wooden queen-poet brad Pe g-407, 0,4 mile vest of the east end of an east-and-vest tangent, 90 feet east of gels 1061, 12 feet northves* of a 3-foot cedar stump projecting 6 feet above the ground, 42 feet north of the center line of the highway, and level with the pavement.. A stand- ard disk, stamped-"506,426 T 26 1933° and set in the top of a concrete post projecting 8 inches above ground. (154,446 meters or 506.712 Feet.) U 26.-- 12,6 miles norttrveat along L'. S, Highway 101 from Neilton, Grays Earbor County, 1.7 miles east bf the wooden bridge over Lunch Creek, 0.2 mile southwest of woaten queen-post brid ge 9-405, on the east prolongation of an east-axd-west tangent, on the outside of a sharp curve, 95 feet southwest across the high- way from pole 1111, 36 feet south of the center line of the hioh- vay, at the foot of a 4-foot bank and 3 feet laver than the pave- ment. A standard disk, stamped "(192,227 L' 26 1933" and sat. in the toP of a concrete post pro je ct ing 6 inches above 5round. (.150.116 maters or 482.506 feet.) V 26.-- In Grays Harbor County, 16.8 miles south along i7, S, Highway 101 from oast s, Jefferson County, 14.7 miles northwest of Neilton, Grays Harbor County, 0.4 mile east of the woolen bridge over Crane Creek, 0.4 mile west of the wooden brid ce over bunch Creek, 60 feet east of pole 1163, 36 feet north of the cen- ter line of tho highway, and level with the pavement, A stand and disk, stamped "558.601 V 26 1933" and set in the top of a concrete post profecting 9 inches above ground. (170.346 meters or 558.877 feet.) w 26.-- In Grays Harbor County, 14.7 miles south along, U, S. Aighway 101 from ~ueatai Jefferson County, 1.8 miles southeast of the wooden bridge over Raft River, 300 feet northwa st of the sor:th- east end of a 0.2-mi le tangent bearing northeast and southwest, 90 feet south of pole 1214, 40 Poet seuthsre st of the center line of the hlghvay, grid level with the pavement. A standard disk, stamped "530.225 w 26 1533" and set Sn the top of a ccnerete post projecting 8 inches above ground, (161.69; meters or 530,501 feet.) R 26.-- In Grays Harbor County, 12.5 miles south along P, S. Hi glxway 101 from oast s, Jeffers on County, 0.4 mile norttnre et of the bridge over Rat's River, 195 feet southeast of the nnrtinre at end of a northwest-and-southeast tangent, 90 feet north of a gravel pit, 5 feet oast of po'_e 1267, 34 feet northeast of the center line of the highvaty and 2 Peet lover than the pavement. A stand- ard disk, atampad 435>153 R 26 1933° and set ir. the top oS a concrete poet projecting 6 inches above ground, (132,718 meters or 435.426 feet.) Y 26.-- In Grays Herber County, 10.4 miles south alone L', S, HSGknaay 101 from meats, Jef±'erson County, 2.5 mfles ncrtheaat cf a wooden bridge ovez• Raft Fiver, 1.7 miles an+aheast of a redar- shingle mill, at the southeast end of a 475-foot cut at the bagin- ning of s fill, 28 feet southeast of pole '320, 31 feet northeast of the center lira of the highway, and 3-1/2 feet lower than the pavement. A starxlard disk, stomped "2130,114 Y 2i; 1933° and set. i.n the top of a concrete post project lrrF, 7 inches above ground. (131.182 maters or x30,386 feet.) Z 26.-- in G.rsys Harbor County, 8<2 ^~i lea south elonp U, S, Highway 101 from ~ueets, Jei'fersnn Corurty, 1.0 .mS.le east of Jeffer- son County District 20 grade-actiool building, on a tangent, 0.5 mile vast o£ a cedar-shingle mill, 0.4 mile east of a T-road leading north to Kelaay Rrnr, h, 21 Yeet east of nola 1377, 33 feet north cf the center tine cf the highway, and 2 ~cet lover than the pavement. A stand and dS.sk, stamped '252.335 %= 2t. 7.933" and set in fire top of a concrete past project S.nc about 6 inehea al;oae grow-rd. (76,994 meters or 252.604 feet,) A 27.-- About 6.1 mi 7.es south along U,S. Highway 101 `tom oasts, .Teffers oa Comir.y, 0.2 mils west of .Teftarson County Di.s- triet 20 grafle-school bvil.d Sng, on an east,-and-west tangent, 80 feet southeast of pole 1426, 45 feet south o' the center 7.ine of the mghway, ar~ ' fact laver than the pavement. .4 standard disk, stamped 184.547 P. 27 1933° and seC in the top of a concrete poet project ing 6 inehea above erourd. (56.331 meters ar 184.813 feet. B ?'7.°- 4,2 - al.`nv U, S, 111 ~. !x!~s.• 1~;' fret., c . Jeff error, Cewrt- ~rn~ .. ,. ghee sz -era- :gut n°=era +F - n~ ~..-- .Tefferson-r-re.ys~i3srbr, ~,~tv line, _- r., ...t.'~.- 1475, 23 fe t nor; e ~c n.~:..: '. F+r ~_ '~ 4'a-~.t.:~s` rt the pen..*,er line ~ tree ::way, a t _-te pave..^.,<~+r t, A standard disk, atts:sf•a^_ 'k+:5 _-x lt2 lc+;e;. and,. set ?n the 'o;~ of a c-nharet:; ~;os'e -, ~o i._~^ f.n/ 7 inshes s":n:~° ;z1`mit:?. `44.bcG mat^rs m.• 1lr5.i; 7 fx•<_~t. ~: 27. In Grey ftarbrr .unt e. es soot ~::~ ^- - 7[Sahway 1.Oi from Au, eat- fe: sort Count f _.15 art start of ti:.; east and of an seat-and-west tangent, 120rfeat southeast act°oss the higtnray from pol.a 1528, 40 fast south of the canter line of the highway, and level with the pavement, A standard disk, atampad 1G3.294 C 27 1933" and set in the top of a concrete pose; projecting 7 inches above ground. (31.564 meters or 103.556 feet.) D 27.-- 0.2 mll.e north along U,S, Hig}rway 101 from ueeta, Jefferson County, 100 feet south of the north end of f.he concrete- and-steel. bridge over Queets River, in the top of the east con- crete railing, 12 feet seat of the center line cf the pavement, and 3.5 feat higher than the pavement. A standard disk, stamped "44,570 D 27 1933•" (13.664 meters or 44,829 feet.) 441-2Q ~, t' ' ~~ Z 27.-- 2t# ffiln aorta alaag II,9. 8lgfaray 101 fror ta, Jetl~rsan Cernty, 2.9 atlas south of the station at ooh, on a tatrSaM, 95 tart nut of t1r ante satranae to the A. • a- brsaoer BLandaiM 011 service elation, 33 feet east of the center Sine of tar hlghray, 80 twt eauth of pole 1636, in line vita a • Qi~k~sLOampM °65.220 Et2h1g~3"tom :hs plavthsatop ofaaaaoncrete post projsating ~ laobsa abesa grewd. (19.957 rrtars or 65.476 feat.) F 27.-- 4,6 ffiLs earth alao~ 0.9. Highway 101 from Quests, Jefferson County, 0.7 a1L south of the station at log a tangent, 110 fuL aorthtrat acreu the highway from po • 1687, #2 teat that of tar neater liar of the highway, aM level vita the pavraaffi. A ataadard disk, ataapad "50.#53 F 27 1933" and set 1a the fay of a asMrats post re3eetiag 6 iaohas above greuM. (15.456 sreEars er 50.709 fsat,j 0 27.-- 6.5 atlas rorth +long U.9, Alghrsy 101 from vests Jetlsreon County, 1.2 atlas north of Isloch, 105 feet tro~ tlr vest sntrsnee Lo a hlQpray department gangs, in line vita the north sad of tat garage, 60 fast vast at tlr osnter 11ro of the hiBhray. 3 feet real of a wooden guardrail, aM 2 feet east oP tlr edge of the bluff, A etamaid disk, stamped 38.7#0 0 27 1933" aM set iA the top of a ooaorate post projecting 5 inches above groom. (11.885 maters or 38.993 feet.) NOR'li.--In June 1939 it vas reported that this bench mark vas in danger of deatruetloa ante to further erasion of the bluff. 0 27 RR9HT,-- 6.5 miles north along U.3. Highway 101 trap vests Jefferson County, 1.2 ffile• north of ]Celsloch. 4.5 feet nor st of the northrtsst corror of a highway department garage, sad 35 test east of the oentar 11ro of the higMay. A etaralard disk, stamped "0 27 RE~L'f 1939" sad set Sn the top of a oonorete- filled Lile projecting # luabsa above ground. (38.507 feet.) , AOI'B.--This beach mark vas satabldehM and its elevation determined by engirrera of td U,S. Forest Service in February 19#0. 8 27.-- 8.7 ailsa north along U. 9. Higlmay 101 from ueeta, Jefferson County, 3.3 ailes north of Rslelooh, at the north eM of a 525-feot cuELL at the bottom of s grade, at the Louth end of a 225-tcot Pill, 76 feet rest of the center line of the hl3hvay, std 1 toot higher lane the pavement. A etanctard disk, atemped 119.278 A 27 1933" sad set in t1r top oP a concrete past pro- jaoting b inohes ebove grouts. (36.433 meters or 119.531 Peet.) J 27.-- 10.8 miles north along U.9. Aighvay 101 Pram ueeta, Jefferson County, 880 fast eoutiraat of Steamboat Creek, on a northwsat-and-southeast tangent, 250 feet nor*.hveet of the top of a grade, 18 Peet north of a 4-foot Trmiock stump projeetin[; 8 feet above grouts, 36 feet southeast of the center line of the h].phvay, axd 3 feet laver than the pnvsment. A atandsrd disk, atemped 98,320 J 27 1933" and set in the top of a concrete past projecting 6 inches above grouts. (30.044 sretsre or 98.569 feat.) R 27.-- 13.0 ffiUs north along U.3, Highway 101 from ueeta, Jefferson County, 0.3 mils south of the Ruby Beach Camp office building, on a n..3-mils tangent bearing north and south, at the south end of a 400-foot grade leading north, nt the south end of n• 150-toot fill over a smell creek, 32Pest east of tar osnter line of LM hlgltray, at the bass oP a 6-foot eloping eai~h bunk, aM level vita the pavsrent, A standard disk, stamped 106,755 R 27 1933" aM eat Sn the Lop of a concrete goat projecting ~{ inches above ground. (32.62# asters or 107.001 Peet.) L 2T.-- 15.3 soles north along U,s. ffighwny 101 from ueeta, ,tefferaan County, 2,3 ffiles south of the concrete bridge over Braden Creek, 1.7 ailsa south of s road leading northwest to 011 City, 300 feet aorthssat of the soutlaroet end of s tangent, 25 Peet aouthrest of tlr northeast sad of as 18-inch concrete culvert, uMer the eouttrast sags of a 5-foot osdar atvmp projsctinEC 12 feet above grouts, 36 test northwest of the center line of the highway, aM level with the higMray, A etaMard disk, stamped '178.533 L 27 1933" sad set Sn the top of n concrete peat proteat- ing 7 daahe• above grouts. (54.492 enters or 178.779 feet.) N 27,-- 17.6 miles north along U,3, Highvny 101 Pram Cveets, Jefferson County, at the aoarrsts bridge over Braden Creek, in the top of the aouthvsst sM of the northwest Iona rate railing, 14 feet northwest of the. osnter line of the highway, nM 3.5 Peet higher than the pavement. A.stardard disk, stamped "87.460 M 27 1933." (26.732 meters or 87,703 Yest.) R 27.-- 19.2 miles north along D,9, RSgtday 101 from ueeta, Teffereon County, at the concrete bridge over Rolan Creek, in the top of the aoutltveet eM of EM southeast concrete railing, 14 feet east of thecsntsr line oP the highway, aM-3.5 feet-higher than tlr pavement. A standard disk, etuped 108.340 R 27 1933." (33.095 maters or 108.579 Peet.) v 27.-- 21.3 miles north alotrg U.9, Highway 101 from veeta, Jaffe neon County, 4,4 ffiles south of the concrete-ancl-steel arch bridge over Aoh NSver, 770 feet west of n 6- by 12-foot rectangular concrete oulvert, 170 feet east of a highway curve sign on a 0.3- mile tangent bearing east and west, 32 feet aouthenet of a 3-1/2- Yoot remlock tree, 30 feet north of the osnter line oP she h1-mray, and level with the pavement, A atatdard disk, stamped 151.0$6 Y 27 1933" end set in Lhe top of • 10-inch ooncrete goat projecting 8 inohea ebove grouts. (#6.1x4 maters or 151.326 Pest.) Q 27.^- In J~ttereoa County, 18.1 miiea south along U,3, Highway 101 from tlr intersection of Aakerly Street aM Forks Ave- nwe at Forks, clallam County, 1.2 Hiles south of the oonerete amd easel areFi~6ridgs over Hoh Aivar, 750 feet vest of a one-story shale house at the east sM of n 0.3-mile tangent bearing east std rest, 2(r feet south of a #-fool spruce tren, 39 Peet north of Las nester liar of fate highway, affi level with the pavement. A etamsid disk,-ataeped 155.715 Q 27 1933" aM set 1n the top of a conorete poet rojseting 8 inche^ above grouts, (47.534 maters or 155.951 test, R 27.-- In Jsifera6n County, 16.0 ffilsa south aleag U,g, Hlghray 101 from the intersection of Aeksrly SElwt sad For1n Avs- mr at clallam County, st the south Bird of the eeaeraq and steel are ridge over Hoh River, Sa the top of the aeutb std of the sot eoacrets railing 13 test east of the oentar lies of tfr highway, ud 3:5 feat hig{rer than the pavement. A atartlard disk, atempad "237.650 R 27 1933." (72.507 enters or 237.88} feat.) 3 27.-- In Jefferson County, 13.5 miles south along U,S. HigMay 101 tram the intersection of Aolterly Street and Forks Aw- nue at ark , clallam County, 6.1 ffiUe south of the Clallaa- JefPerson county lino, 2.5 silos north of the ooncrate-sad-atlsl area bridge over Hoh River, 0.5 mile north of the Upper Heh Valley road leading northsaat, 210 feet northwest o! the seuthstat aM of s 0.2-mile tangent, 110 fNt northtraet oP a #-foot seder sEu~ projecting 6 feet above the grouts, 31 fast souttroestet tM cen- ter line of the highvsy~ std 2 tact higher than the psvesrnt, A etatdard Qlsk, stamped 487.263 B 27 1933" eM set Sn tlr top of a oonorata gpoat projecting 6 inches above greuM . (118.588 metsra or 487,4gt feet,) T 27.-- In Jefferson County, 11.4 mdse south along U.3, Highray 101 from the intersection of Ackarly Street and Forks Avenue at o ks, clallam County, 4,6 miles north of the concrete- etd -steel aroh bridge over Hoh Adver, 4,0 miles south of the Clsllaa-Jefferson oounty 11ro, 0.3 ffile east of a 1.1-ails eaat- affiwest tangent from a cedar-ahingls mill, 40 feet vest of e y-foot cedar tree, 36 feet north of the osnter lira of the hlgh- vay, sad 2 feet lover than the pavement. A standard disk, stamped "577.197 T 27 1933" aM net in the top of a concrete post projset- ing 6 inches above ground. {175.999 maters or 577.423 test.) U 2T.'- In Jefferson County, 9.5 miles south along U.3, Highway 101 from the interseotion of Aakerly Street and Parke Avenue at Forks,.C1e11am~COUnty, 2.0 miles south oP the Clallaa- JefPersan county line, on the outside of a curve, 70 feet south- east of a solvent under s 25-foot P111, 16 teat eouthveat of the aovtheaat eM of a wins-cable guardrail, 16 feet nortMset of a 10-foot vertical earth bank, 26 feet southwest of the center lira of the highvay4 std 2 feet lover than the pavement. A stsMSrd disk, stamped 530.872 U 27 1933" std net in the top of s eonerste poet projerting 6 inches above grouts. (161.878 meters or 531.09A feet.) V 27.-- '1.4 miles south along U. 3. Highway 101 from the Sn- tereection of Ackeriy street and Forks Avenue.at F rk Clallem County, 1.1 miles south of the steel-and-concrete br ge over Bogachiel River, 270 feet nortlnreat of the clallam-Jefferson county line, 210 feet sort hsreet of a 30-foot fill, on tfr outside of a curve at the base of a hill, 40 feat vest of tar center lira of the h2ghvay4 aM 1 font lover than the pevernent. A etsndatN disk, stamped 253.y92 V 27 1933" and net Sn the top of a concrete post Projecting b inahea above ,vraund. (77.486 meters or 254.219 feet.j W 27.-- 6.3 miles south along U,S. Hi¢hvay 101 from the Sn- teraecr,ion of Aakerly Street and Forks Avenue et Forks, ..^.lsllam County, at the north end of the steel and concrete bridge over Bogachiel P.iver, in the top of the vest end of the north concrete Hier, 12 ^-. :~~we st of fire c^nter line of the lr1ltihvarp and 5 fee*. lover than tare pavement. A atardard disk, stamped 203.070 W 27 1933.° (61.y,4 sclera or 03,294 feet.) E 27.-- 3.8 miles south slangs U.3. Alghvey 101 from the in- teraectlon of Ackeriy Street std Forks Avenue at Forks, clallam r, aunt y, 220 teat south of n higlrvay curve a1gn, on a .1-mile tan- gent, 225 feet north of sn 18-inch concrete pipe culvert nt the south em of a steep hill, 24 feet north of a 36-inch riemloek stump projecting 7 feet above the ground, 21 feet vest of the center ].ins of the hiylrwa~ and 2 feet: higher than the highway. A atendar2 disk, stamped 239.343 E 27 1933" and set Sr. the top of-a concrete poet projpr.tine 6 inches above vrrn+trr. (-r3.019 meters or 239.563 feet.j Y 27.-- 1.3 miles south alone U. S. H].e.`rvay 1C1 Erna tY+e in- tersection of Ackeriy Street and Forks Avem+a at Fogk~, ciallem County, 0.4 mild vest. of a wooden bridle over Mill Creek, on a 1-ml la east-std-vest tangent, 205 feet east of s north-era!-south wire fence, 28 feet nnrth of the oentar line of the hiP.hvny, 10 feet vast of a ;.ale, is line with s rev of pates, 2 feet sntth o` the right-of-vayfencet end 1 foot hleher than the pavement. A atatdard disk, stamped 2A6.066 Y 27 1c33" an9 set in the t.op of a concrete goat projectint; 6 inches above ground. (61.250 meters or 286.286 fee±.) 2 27.^- At Fo. ka, clallam County, a!. the main. entrance Co the Ctu111syute HigTi School, in the west lane oP the concrete f orudatton, 1 Soot aovth of the 9ovtY, side of the recenaed entrance, std levee with Clre top of the first atop. A atarxtard Sink, ' stamped 303.55E ~ 27 1933" sort net vertically. (92.591 meters or 303.776 feet.i p P8 ~F;~m,_- pt Forks, Clallar., Counr.y, 0.1 mile nnrth elonF F orka Avenue (ii. S. Highway ~O1) from the Srteraection of Ac ke tdy Street, et survey station 112+72, 45 yardsnorthvest of the con- arete base of the gasoline pumps at the Reinhow servtae Station, and 39 feet vest of the oentar line of the highway. A. stardatN disk, stamped A 28 Fv°.3ET 1938" aM net in the top of a concxte- filled tile. (302.821 Pea*..) NM'E.--This trench mark vas eatabllshed and its elevation de- termined by engineers of the Wnahinfton Department of Higtrways Sn Novemlxr 1938• B 28.-- 1.7 miles north along U, S. HSFlrvay 101 Eras the intersection of Ackeriy Street and Forks Avenue at Forks, Clallem - Covnty, at the junctl on of the La Push-Mora hiehvay ee SnF. vest, 55 feet north of s 4A-inch fir stump projecting 4 feet above the ground, in the center of the ;unction trlanF le, 3T feet vest of the osnter line of the highway, 15 feet southwest ~f a polo, and level with the highway. A standard disk, stamped 295.360 B 2A 1933" std .set in the top oP a concrete poet projecting 6 incase above erouirl. (90.091 meters or 295.574 feet,) 441-30 URIRED STATES COAST AND GEODETIC 9LfRVEY First-older leveling C 28.-- 2,? miles north alone U, S, Hifhvay 101 from ttb Ln- teraeotion aP Aakerly Street aM Forks Avenue at Forks, Clallam County, at a concrete bridge scar Soleduek P,ive r,~n t:he top of t1~e southeast sM of the southwest concrete abutment, nM 14 feet aoutheae~ of the center line oP the higtaray. A atnMard disk ataepee 231.368 C 28 1933." (70,586 maters or 231.581 feet,j ~D 28.-- 5.0 miles earth along U,S. Highway 101 from the in- terseotion of Ackelly Street aM Forks Avem~e at Forks, Clallam County, ,95 feet north of pole 46-4, 66 feet northers T-road lead- ing east to Oaydeski Ranch, 30 foot east. of the center line of the highway, aM level with the pavement. A ataMard disk, stamped '297.926 'D 28 1933" and set in the top of n concrete poet pro- jecting 7 Lnchee above grouts. (90.872 meters or 298.136 feet.) E 28.-- 7:4 miles north along U. S. Highway 101 from the into reaction of Ackerly Street nrd Forks"Avemie at Forks, Clallam C ovnty, 5,7 miles south of the jvnctl on of State Highway 9-A gat S_aAPho, 0.1 mile north of Ieke Creek bridge, at the aouthwent and of a Lang tangent, 130 Peet eovthvent of a hl ghvay curve a1 gn, 70 feet north sarose Lhe highway from pole'43-20, 25 feat north- veet of the Center line of the hi~hvay aM level with the pave- ment. A staMard d1nk,. stamped 347.860E 28 1933" and net in the top of a concrete poet projecting 6 inches above grouts. (106.091 meters or 3>8.067 feet,) F 28.-- 3.7 miles south alone U,9, Highva9 101 from the unction of State Highway g-A at n ho, Clallam County, on a flat, ~30 feet eovtheaet of the southeast corner of the State Forest Fire Anexiation building, 12 feel aovthveat of pole 41-24, 36 feet south of the center line of the hi ghvay, aM level with the pavement. A atatdard disk, stamped "402.092 F 28 1933" end net in the top of s conorete post projecting 7 inches above grouts. (122.621 meters or 402,299 feet,) 0 28.-- 2.1 miles south along, U,S, Highway 101 from t:he junction of State Righway 9-A.at 9•Dpho, Clallam County, 0.1 mile northeast of the poet oPfiae at Besver, 125 feet north of trio north corner oP s smell house, 4~es£ norttnreat.of the center line of the hipahway, aM level with the pavement. A atendard disk, ntemped 502,748 G 28 1 33" aM net 1n the top of a concrete poet level with the grouts. (153.300 meters or 502.952 feet.) H 28.-- 0.5 mile south along U,9. Highway 101 from the junction of State HiF.hvay 9-A at 9nDDh0, Clallam County, 430 feet west of the vest entrance Lo West lands Camp, at the concrete bridge over Besver Creek, in the Loy of the north concrete railing, 22 feet Beat of the vest concrete abutment, 12 feet north of the center line oP the highway aM 3,; feet higher than the pavement. A standard disk, etsmped 417.42A R 28 1933." (127.293 maters or 417.62? feet.) J 28.-- At Sappho, Clallam County, 225 feat northeast of the junction of Stela Righvay 9-A aM U,9, Rigtnray 101, on a flat, 210 feet northeast of the gasoline pump at the Junction Service Station, 25 feet aoutheaet of the osntar line of the hlE~~~y, aM level with the highway. A ataildatd disk, stamped 459,438 J 28 1933" and net in the Lop of a concrete poet projecting 6 inches above grouts. (140.098 meters or 459.638 feet,) R 28.-- 2.1 Hiles northesat along State Hlghvny 9-A from the junction of U,S. Rdgtaray 101 st 9a ho, Clallam County, 545 fact veal of the neat abutment of the a eel girder bridge over Beaver Creak, aL the bouMary signpost of the Olympia National Forest, on the outnlde of a sharp curve, 25 feet aouttnreat of the center line of the h1 hvay aM level with the highway. A standard disk, stamped "467 912 R 28 1933° aM net in the top of a concrete poet projecting 6 inches above ground. (142.681 meters or 468,113 Peet.) P,T.S, S6 (U,9.0.9.).-- 3.7 m11ea northeast along State HLgh- xay 9-A from Eris junction of U,S. Highway 101 at 9aopho, Clallam County, 90 feat northesat of the center of a vendee bridge, 75 feet vent of a ;0-feet rxk ledge, on the outalde of n curve, 15 feet north of the Center line of the higlatay, at the Poot of a steep alopin6 hill, aM level with the highway A United 9tatsa Geological Survey standard cep, stamped "576.429 PT PRIM TRAY 9TA NO 36 575 1917" aM riveted on the top of a 3-1/2-inch iron pipe encased in concrete nM pro acting 6 Snchea above grouts. (175.756 meters or 576,626 feet. L 28.-- 5.5 miles northeast along State Rlgtrtray 9-A from the junction of U. 9, Righvay 101 at 9a hobo, Clallam County, 5-1/2 miles south of the junction of tie t ghvay lead leg to Clallam Bay, at a wooden bridge over Canyon Creek, directly under an abandoned high-timber railroad trestle, 20 feet south of the south corner of the bridge, 21 fret seat of the renter line of the hiRtnray, in the Lop of • rook ledge, end 7 feat ].over than the highway. A st.lndara disk( atamp~~i "6~~3.3ya L 2R 14"3." (105.1511 meters or -, coq pert. , . 35 (O.9. G, S, ). -- 5.4 miles vest along State Highway 9-A "rom•Y,he, four-corner intersection at Pvaht, Clallam County, to the ,jvrc 1.1 on of the. Neap Bey covat.y road, thence 3.4 miles sowch e].ox.q State }IS ~hv¢y o-p; on the outside ed ga of a horseshoe curve, .=6 feet souttnre st o£ Lha carter line of t.tu hietnrey, and reap a v%,+te voa4e;; vlt.peas poet, A United States Geclogical Survey standard cap, atampad "762.439 PT PR1T1 TFAV 9TA NO 35 761 1917" anr! riveted on the top of a 3-1/2-inch Sron pipe encased in concrete and ProjactinR about 9 inches above grouts, (232.451 maters or 762.633 feet,) For additional bench marks in this locality, nee "5 Mi. W of Pyaht to Neah Bay, Washington (36 Weah,)," R 28.-~- 0.1 mile vent along State Highway 9-A from the four corner interaectlon at Pvaht, Clallam County, at. the public school, 12 feet Wort heaat of the south corner of the fence in front of the school build leg, 1.5 fast aoutheeat of the fence, 24 feet -5 ADe7dNn Lo 'Aria Aivap. ihahimetan northwest of the asntsr 1Lr of ths`highvay, nerthNSt aeroaa t1N highway tram pole 1156, aM Hoar a rhitn wooden witness peat. A ets7dard disk, atsmpsd "1j .BTS A 28 1933" aM set Sa tTr top o! a aonorete poet projeoting B inohse abavs grourd. (4,279 srtars er 14,039 feet.) NOTE.--Although this bench mark wan lnaluded !n EM 1933 leveling, the elevation given above ie based on 19#2 iavaling, 10 (U.9.G,9.).-- 0.5 mile northeast along the road to Pysht Bay Pram the four oorner Sntsrseetion at P e , Clsllat CeunL~ 171 feet eovttnreat oP a gate across the sM o road, at Ella o poet office aM weather bureau bui]ASng now used as a ratideNS, !1 test vest of the vent oorner of the building, 9 fast southpst of t1r center lino of the road, aM near • whits reedap witnsas pat. A United States Osologioal Survey stamard sap, steeped "10,37 FT 10" and riveted on the Lop of a ;-1/2-inch iron pipe projsotint 3 Seabee above grouts. (3.220 meters or 10,564 feat.) 9 28.-- 2.0 milaa seat along State Highway 9-A trom PeahL Clallam County, 1.6 miles veal of a wooden bridge over a gu o ~0 feet northwest of pole 18-27, 21 Peet northeast of the center dine of the highway, aM 5 feet northeast of a line bettrssn ad,jaeenR telephone pole a. A etarefatd disk, stamped "227.982 s 28 1933" aM net in the top of s concrete post yrojecting 6 inatees above grouts, (69,546 maters ar 228,169 feet.) T 28.-- 4,0 miles seat along State Righway 9-A from ,P htht, Clallam County, 0.8 mile vest of a wooden bridge over a ssall creek, 30 feet north of the south eM of a 0.1-mile tangent Daarlne Werth aM south, 27 feet vest of the center Tina of the hlghrai~ aM level with tM pavement, A staMard disk, ntampsd "188.861 T 28 1933" nM net in the top of a concrete poet projecting 7 Snahes above grouts. (57,621 metsra or 189,045 feet,) U 28.-- 6.1 miles east along State Highway 9-A trom ppy~~ht, Clallam County, 5,4 miles vast of the junction of the read en Ong south up a hill to the abandoned railroad town of ~~n~~ R~~v~~rs-.. 0.8 mile vest of the bridge over Deep Creek, 395 f~f • curve, nt the top aM met of a steep winding grads, 25 feet north of the center line of the highway, aM 12 feet northeast of a pole. A etaMard disk, stamped 190,672 U 28 1433" aM net Sn the top of a aonarete poet pro,jacting 8 inohee above grouts. (58.172 meters or 190.853 feet,) b 28.-- 8.3 miles anal alanL: State Righvay 9~A from P~ht~, Clallam County-, 3.1 miles vast of the junetlon of the road leading south up a hill to the abaMOned railroad town of ~ v ~, 40 feet went of a 0.1-mile tangent bearing east aM was , set eouthmet of s pole on the north aide of the highway, at the toot oP a 6-foot earth Dank, nM 2 test higher than thsparswsnt, A atatNard Aiek, stamped "161.365 V 28.1933" aM net in the Lap of a oonorete poet level with the ground. (49.238 maters or 161.542 feet.) w 28.-- 10.2 miles east along state Highway 9-A from Pveht, Clallam County, 1.2 miles vest of the junction of the road landing south up a hill to the nDaMOned railroad town of Tw iv re, 70 feet vent of a wooden gate, 66 feat southeast oP a po a, set south of the center line of the highway,. aM 3 feet ne~th of a 3-foot vertical earth bank. A ataMntrl disk, stamped 235.015 W 28 1933" aM net in the top o£ a ooncrete poet pro jectinF 4 Snchea above grouts. (71.687 meters or 235.193 feet,) r^or additioml bench marks in thin 1xa11ty, see "TVin Rivers to Olympia, Washington (45 Waah,)," 7C 28.-- 12.0 miles west slang State Highway 9-A from ce, Clallam County, 1.5 miles east of the junction of the road land ng south up a hill to the abandoned railroad town of Tvin Suers, 1.2 miles east of the Eaat TYln A1ver bridge, on the ou e e of a sharp curve, 115 feet north of the center line of a drlvwsy lead- ing seat to s email farmhouns, 40 feet aovth of n pole, 21 Pest sent of the center ltne of the highway, 4 Peet west of the rLRht- of-way fence, aM level with the pavement. A standard disk, atnmped 337.401 E 28 1933".aM set 1n the top of a concrete post projecting 3 Snchea above grouts, (102.893 maters or 337.575 feet.) Y 28.-- 10,8 miles vent along State Rlghvay 9-A from Jo~~cs, Clallam County, 2.6 miles east of the junction of the road lead~nR south up a hill to the abandoned railroad town of Twin Rivera, on the inside of a sharp curve, 70 feet earth oP poled, ~li~`eet cant oP the center line of the higlnrnyy, and level with the highway. A ntaMand d1ak, etnmped "558.066 Y 28 1933" aM net in the Lop of n oonc rate post projecting 5 Snchea above grouts, (170,152 meters or 558.240 feet,) EM of the lino. 647-31 February 5, 1985 National Geodetic Information Center x/cG174:xx Information Flyer 85-1 PRICE INCREASE ~.. and PREPAYMENT POLICY The_NOAA user fee, based on U.S. Government policy requires the National Geodetic.Survey to charge users the marginal cost of handling and disseminating. geodetic products. The following prices will be effective March 1, 1985. Published quadrangle booklets - horizontal or vertical control: 1 thru 25 sheets, per booklet .:.................... $6.50 each 26 thru 50 sheets, per booklet ......................$13.00 each 51 thru '100 sheets, per booklet....... .............:.$26.00 each 101 or more sheets, per booklet ......................$50.00 each Complete county coverage - horizontal or vertical control: Old format data not presently available in published quadrangle booklets .................................. $4.00 each Manuscript form - horizontal or vertical control: Unadjusted project data or- recently adjusted projects in process of being incorporated into quadrangle booklets. 1 thru 25 sheets, per project ....................... $6.50 each 26 thru 50 sheets, per. project ..................... $13.00 each 51 thru 100 sheets, per project .................... $26.00 each 101 or more sheets, per project ..................... $50.00 each Geodetic diagrams (regardless of size or area covered) ...................................~............. $6.00 each Geodetic main frame software First program copied to 9-track tape. ................$60.00 each Each additional program copied to same tape..........$10.00 each Calculator programs for HP-41CV and NP-97 ...............$10.00 each Geoid height, Laplace corrections and gravity predictions First prediction .....................................$20.00 each additional predictions on same order ................. $5.00 each The above prices include postage and handling Costs. It is now NOAA policy based on Department of Commerce guidelines to require pre-payment on the sale of mission information to non-federal organizations or individuals. Therefore, effective Marsh 1, 1985, all services will be rendered only after payment is received. 45 4iash• Rarlsed Ja-Hoary 5s 1952 April 6, 1943 IINITED STATES COA5T AND GEODETIC SITi2YEY 1Pi-_sb-order leveling Twin Rivers to Olympia, tYashington Standard elevations bsaed on the Sea-level Datum oP 1929 through the medium of the Pacific lorthwest Suppleiventary Ad$ust- mont of 1947• These elevations SLfF3RSEDE those previously publlahad, This line Pollcws the Port An€;eles-Nash Bay Highway east from the abandoned town oY T.vin Rivers to Port Angoles; the Chicago, L'ilvrauL•ao, St. Paul & Pacific Railroad from Port Angeles through Soquim to Port Diseovery° II.S. Highway 101 from Part Di sc owery to the $unction of U.S. f:ig#xway 410; and U.S. 1',igtrrray 410 Prom this $unetion to O1;^aaia. The field work vitas done from July 10 to August 28, 1931,~by a party in charge of Charles Pierce. This list SUP;f25SDES a mimoograp;:ad list dated September 9, 1932, and iarludes additional data frnm reports raoeivad since that 7.i.st .vas published. ror tidal cinch ryar?s included in this list, elevations with ras_noat to lees.] tidal datum nlares are available on rec nest to the Diroctor, U.S. Coast and Geodetic S+u vey, iYashin3ton 25, D,C. Foi° additional bench marks in the vici7aty of T~.vin 3lvers, see ";berdaen to Twin Rivors, `AashinEtcn (1 lYash,)," F.T.S. 50 (U.S. G.S. ).--At the abandoned town of Txin P,ivers, Clallam County, about 300 feet east of the former rai rr oad-sta- tion alts, about 210 feet east oY the center of an old railroad grade crossing, about 80 feet east of the asst side of an old building formerly known as Pool Rall, 3v^ feet north oP the cantor oP an old railroad bed, 6 feet north of the edge of an earth bank about ti feet higher than the bed, and 4-1/2 feat east of an un- uaad pole. A United States Geological Survey standard cal,, stamped 160.298 PRIM TRAY STA NO 50 1917" and riveted on the top oP a 3-1/2-inch iron pipe pro,j acting about 3 inches above ground. (1,8,912 meters or 160.472 Peet.) NOTE.--The tows may be reached by driving about 200 yards west up the Eust Tw1?+ River bridge and turning left on the first areas road up s. hill. U 13.--About 12.6 miles weal along the Port Ange ies .yeah Eay Highway from Jae, Clall sm County, about 0.6 wile east uphill Yrom the cantor of the East Twin River bridge, about 210 feet northeast of tho front oP the williem Cooper rosiden ce, about 110 feet east oP the oenter of the entrance gate, 22 feat south of the center line of the highway, and 1-1/2 feet north of the right-of- xay fence. A at andard disk, stamped ^175.580 U 13 1931" and set in the top of a concrete poet pxro ,7eciing shout 4 inch as above d'ound. (53.570 meters or 175.75k feet.) V 13.--About 7.1 miles west along the Port Angeles-27eah Bsy highway from Joyca~, Clallam County, on a tangent, 18 fast east across the ro air.. from the east end of the east shack c{ a gra up oP three :rood en shacks, 20 Pest north of the cantor line of the high- way, 12 Peat west oP a pole, and at the east end oP a 'borrow pit with a 3-Scot earth bank. A standard d1 ak, at ampad "257.604 Y 13 1931" and set in the top of a concrete poet pr o$scti ng about 6 Inches above gxvund. (78.571 molars or 257.77 feet.) W 13,--About 5,8 m11 es west along the Port Angeles-Neah Bay highway from Jo co, Clallam County, in front of the John W. Butcher residence, about 0 feet north oP s gasoline pump, 20 fort west of the ccwtar line of Lhs highway, and 5 foot south of a polo. A standard disk, stamped "137.739 tY l3 1931" and set in the top of a oonorete po at pro$ecting about 8 inches above ground. (42.036 meters or 137.813 feat.) Y 13 •--About 3.2 miloa west along the Port Angela s-Nash Bay hLghway from Jo ce, Clallam County, 34 Peet south of the aer_tar line of the h-g way, 30 feet north-of a recaasod gateway, 10 feet w96t cf tho oenter line oP the driveway to the William Poeainger ranch house, and 1 foot asst of the drive'xay fenoe. A standard dick, stempod ^284.432 X 13 1931" end set i.n the top oP a concrete poet ppro acting about 4 inches abo via gxro und. (Sb.747 mot ore or ?.84. 6C2 foot. ) Y 13 . --About 0.5 mile west aioae' the Port Angeles-Neah Bay highway from Joyce, Clallam County, at the Crescent Consolidated 9ahccl building oouth of the bighnay, at the west entrnnoa, and Sn the top of the south end of the first step Pmm the bottom. A atnnda_d disk, stamped "3'!4.799 Y 13 1931." (114.290 mat era ar 3'14. 966 Post. ) Z 13.--.t Jo• ce, Clallau County, about 55 fast west of the wont and of the ago, Milwaukee, St. Psul & Pacif l.; Railroad station, about 90 foot southeast of the so uthaast corner oP the Joyce General Store building, about 95 feet north of the center line oP the Port Angeles-Neah Bay highway, 63 feet east of the osn- ter line of the Agate Beach road le eeling to Port Croseant, an3 27 fast north of tho can.tar lino of the main track. A standard dick, atampod "355.222 Z 13 1937," end sat In the top oY a co aereto post pro$a atl ng about 6 inches above ground. (108.323 motors or 355.39D feet.) Shur lln© to Port Crescent. A 14•--Destroyed prior to Decembor 1934. Tidal 3.- about 2.2 miles north along the Agate Reach road from Jo ce, Clallam County, th shoe about C.2 ~1e northwest along a oan y each; at .the west side oP Port Crescent, at the south end oP a smell. roc}~~ bluff, Ln a ledge at the base of the bluff and at the high-water lino. A standard disk, stamped "3 •" (1.38 maters or 5.374 feet.) - S10i'r--.-- T'n1s bench mark pannot bo visited at eatrema high tide. Tidal 2.-- Destroyed prior to November 1944. Tidal 1.-- Destroyed prior to November 1944• End^of the slur line. B 14•--About 2.7 miles oast along the Port Angeles-Neah Bay highway Prom J_~;/ca, Clallam County, about 225 Pest southeast of a 3-span. Roodan ~dga, about 55 feot southwest of pole 6/2, at the ,junction of the Ramapo Road lending south, 34 Peet southwest of the eon tex• lino of the highway, 12 feet west oP the center line of the road, end 2 feet east of the right-of-way Penes. A stand- ard disk, stamped ^244.471 B 14 1931^ and set in the top of a con- ereta poet pro $acting about 7 inoh ea abovo ground. (76.090 meters cr 21,9. 639 feot. ) C 11;.,--About 5.3 miles oast along tna Port Angeles-Neah Hay highway from J~ce, Clallam County, about 120 Peat east of the gssoline pump of a Standard 011 Co. servios station, 26 Paet south of the center line oP the highway, and 3 foot north oP the rlght- of-ersy Ponce. A standard disk, stamped ^386.479 C 14 1931^ and sot in the tap of s co ncrota post pro$eeti ng about 6 inches above ground. (117.850 meters or 386. b1,b feet.) ll 14 .--About 8.3 miles oast along the Port Angeles-l7eah Hay highway from Jo ea, Clallam County, 15 f eat west of the center of the crossing a. a road lending to Felon Valley, about 55 Poet south of the canter line of the highway, and on a bank about 2 feet high- er than the Cross road. A standard disk, stamped ^294.384 D 14 193i" end sot in the top oP a co nc rate post p?'oJee ti ng about 5 inch os above gx~und. (89.780 meters or 294.553 Peet.) E 7.4.--Destroyed or icr tc April 1939. F 14•--About 3 silos west along the Port Angalea-Nash Bay highway Pmm the oorner oP Linoo In and First Straata at Port ales, Clallam County, at the Lincoln City Park, 40 Pas-worth of the cantor line oP the highway, 33 Peet wvat of the center oP the park gateway, and 2 Peat south of the wire right-of-way Pence. A standard d1 ak, stamped "300.459 F 14 1931" and gat in the top oP a concrete goat pro$ecting about 8 inches above ground. (91,60 maters or 300..623 fort.) G 14.--At Port An ales, Clallam County, at the corner of Eighth and C Streets, at a Lincoln Sohoo 1, at thesoutheast en- trance, and in the top oP the southwest end of the first, step from the bottom. A standard disk, stamped "205.144 C 14 1931." (62.578 maters er. 205.308 feet.) :~ 41 (U.S.G.S,).--At Port An ales, Clallam County, at the corner oP Eighth an3 C Streets, at t e Lincoln School, in the eon- erete walk at the northeast (main) entrance on Eighth Street, b inches nor thnast oP lire north ease wall of the building, b inches nor thwoat of the southeast side of tho reoessad entrance, and Haar tho so uthaast edge of the walk. p Uuit e3 States Gao logical Survey standard disk, stamped "208.841 L 41 1929." (63.705 mo- tors cr 20 y. 005 feet. ) B 14.--At Port An~~~l~es, Clallam County, at the southeast cor- ner of Front and ~ureS Streets, at the Laurel Street side of the First National Benk to ]]ding, in the concreto ledge of the first window south of Front Street, 19 feat ao nth a the Front Street curb line, i5 foot east of the Laurel utre6t curb line, and about 4 foot higher than the sidewalk. A standard disk, stamped "].9.380 H 14 1931." (5.952 meters or 19.547 feet,) Tidal 6.-~-At Port A~n~a~l~as, Clallam Count y, on the west aide of Laurel Street bo~~n Ivront and First Streets, at the northeast corner of tho 't{, tdvrsa building, in the north concrete wall (ad$a- aent to un allay crossing La+arel Street), 6 inches west of the corner, end about b inches higher than the pavement. A standard disk, set vertically, (6.323 motors or 20.745 feet.) Tidal 7.--At 'port An plea, Clallam County, at the north asst corner of Fir. st and aura trasts, at the D.H. Fry Drug store, 4.2 fact west of the main entrance, 14,5 Peet east of the Laurel Street curb line, 21,5 feet north of the First Street curb line, 7 feat north of the south line cf the building, in the top oP the south a±~id of the wart water table, and shout 6 inches higher than th.e sid e~,aalk. A standard disk. (7.703 mat ere or 25.272 feet.) Tidal B.--At P_a~rt~A~nKe~l~ae~, Clallam County, on the south sl de oP Fir at Stra et, a o~u£ midway tatween Laurel and Lincoln Streets, at the ISCC:111ivary building, at the =uinland+s ?dusk and Ftadi.c.. Shag , 12 foot east oY the wrest wall, and in tie tap of the southeast and of the main doorsill. A standard disk. (9.824 meters or 32.237. foot.) e.T.5. 1 (U.S.G.S,).--At Port Angeles, Clallam County, at the southwest corner of First cud Race Streets, 28 Yeet south oP the center line of First Street, 25 feet west of the center line of Race Street, and 2 feet east of a pole. A United States Goo Logical Survey stardard cap, stamped "94.134 PRZ?,R TRAY STA NO 1 1917" and rivotad on the top of a 3-1/2-inch iron pipe pro$ecting about 15 inches above grouad. {28,7 42 maters or 94.298 feet.) L 14•--At Port kn ales, Clallam County, at the southwest cor- ner of First e.n~ nnn s Streets, 38 fast south oP the center line of First Street, and 33 Peat wost of the canter line of Ennis Street. A standard disk, stamped "135.7,58 L 14 1931" and set in 477-1 the top of a conorete poet about 1-1/2 feet under ground. (41.7..30 meters or 135.925 Yeet.) J 14.--At Port An elan, Clellam County, on the seat aide oP Lincoln Street, a u 9 set south of the center line of Third Street, at the county courthouse, at Lhe main entranoe, in the second tier of steps above the street level, and Sn the top oP the north end of the fourth step from the bottom. A standard disk, atemped "81.384 J 14 1931.^ (24.856 maters or 81.548 Peet.) % 14.--Destroyed in Mqy 1940. % 14 RESET.--At Port~An eyes, Clallem County, on Fourth Street, at the Rooaeve-It-Sch~o oT grounds, 33 Yeet north oP the cen- ter line oP the street, and 34 Peet south of the so utheeat wall of the eohool building. A standard disk, stamped ^K 14 RESET 1940" and set in conorete about iluah with the ground. (94.245 Yeet.} • NOTE.--This bench mark wsa established and its elevation de- termined by the City Engineer of Port Angeles in May 1940. M 14.--About 4.1 miles east along the Ch'•.engo, Milwauke a, St. Paul & PeciP is Railroad from P~ort~ An able a, Clallem County, at the inside oY a ourve, about 200 eeP--~as$~~~ a farmhouse, about 115 feet northeeat oP the northeast corner of a large barn, 21 feet southwest oP the center oY a Parm-raced orosaing, 24 Peet northeeat of the right-oP-way fence, end oa an earth bank about 4 Peet higher than the track. A standard di ak, aLamped ^16.965 M 14 1931^ and net in the top of a conorete poet projecting about 3 inch ea above ground. (5.222 meters or 17.133 Peet.) N 14.--About 7.6 miles east along the Chicago, Milwaukee, St. Paul & Pacific Railroad Yrom Port~An ales, Clellam County, at the Fairview Road orosaing, 30 Pee so-t~of-the center line oY the track, and 15 Peet east of the neater line of the road. A stand- ard disk, stamped ^210.662 N 14 1931^ a~ set in the top oP a con- orete post projecting about 4 inches above ground. (64.269 meters or 210. 836 feet. ) P 14•--About 9.9 miles east along the Chicago, Milwaukee, St. Paul & PaciPie Railroad Prom Port An elan, Clellam County, about 0.4 mile east oY a trestle over o .S. ighway 101, 16 Peet south of the center line oP Lhe track, 96 Paet south.oP the center line of the old highway, and 21 Pset went of the center line of aside road leading south (438+29). p standard di ak, aLamped ^191.279 P 14 1931^ end set in the top oP a co nq rate post pxo jesting about 6 inohea above ground: (58.355 meters or 191.453 feet.) Q 14•--About 5.5 miles west along the Chicago, Milwaukee, 9t. Paul & YaalYio Railroad Prom Sequin, Clellam County, about 1.9 miles west of Carl~sbor_g, at a croaring of a gravel road (591+75 ), 15.4 feet nort~~e aenter line oP the track, and 47 Peet west of the center line of the toed. A atendard disk, stamped "168.651 Q 14 1931^ and set in Lhe top oY a conorete poet projecting about 6 inc,hea above ground. (51.4 ~`9 meters ~ 168.828 Peet.) R 14•--About 3.6 miles went along the Chicago, Milwaukee, St. Paul & PaniY ie Railroad Yrom Se~~u__i_m_, Clellam County, 7 Yeet asst oP the northeast corner of Thee-~$Son at Carlsbor 42 feet north of the aenter line of a road paralleling t e trac , and 23 feet south of the center line of the track. A standard disk, stamped ^168.441 R 14 1931^ and net in the top of a conorete pos ojeat- Sng about 6 inches above grvund. (51.3 95 meters or 168. ~8 Pest.) Carlsbor , top of rail opposite the Chicago, Milwaukee, St. Paul & Pao a Railroad station. (167.3 Yeet.) S 14.--At Sequin, Clellam County, about 85 feet southwest of the so utheeat corner oP the Chicago, Milwaukee, St. Paul & Pacific Railroad stet ion, about 55 Peet south oP the center line oP the main track, 28 feet east of the center line of 9equim Avenue, and 21 feet south of the center line oP a sld attack. A standard disk, stamped ^204.731 S 14 1931^ and set in the Lop oy a concrete poet pro je sting about 6 inches above ground. (62.458 meters or 204.914 Peet.) 63 (U.S.E.).--At Sequin, Clellam County, about 100 Peel south- west of the aouthxest oar net oP the Chicago, Milwaukee, St. Paul & Pacific Railroad station, about 70 Peet south of the center line of the main track, 28 Peet seat of the oen ter line of Sequin Avenue, and 15 feet south of S 14, described above. A brsae plate, stamped ^U.S.7SNG. 1923 NO 63 EL 108.8 B M^ and fastened on the top oP a concrete poet projecting about 3 inches above ground. (62.140 me- - tera or 203.871 Yeet.) T 14.--At 9o~ui~m, Clellam County, aL the northeast corner of Sequin Avenue and-$sple Street, 25 feet east oP the center line oP Sequin Avenue, 18 Peet north oP the center line of Maple 3tree t, and 4 feat southeast oP a pole. A standard di ak, stamped "187.831 T 14 1931^ and set in the top of a concrete poaL projecting about 6 inches above ground. (57.306 meters or 188.011 feet.) J 3 (U.S.G.S. ).--At ~S~e~uim~, Clellam County, at the ao utheeat corner of Sequ im and Wash ng Avanuee, is the north aide of the State Bank of Sequin building, 1 Pool east oP the northwest corner, and about 1.4 feet higher than the sidewalk. A United Staten Geo- logical Survey standard disk, stamped "182.959 J 3 1929* and net vertically. (55.821 maters or 183.139 feet.) II 14•--About 2.4 miles east along the Chicago, Milwaukee, St. Paul & pacific Railroad Prom Se uim, Clellam County, at the Johnson Creek road crossing, 23 Peet sou went of the center line of the road, end 18 feet northeast of the center line of the track. A etandard~diak, stamped ^195.177 U 14 1931» and net in the to of a concrete poaL projectingg about 5 inohea above ground. (59.56 meters or 195.860 Yeet.) Spur line to Port Washington. J 4 (U.S.G .S.).--About 2.5 miles seat along U.S. Highway 101 Prom Sequin, Clellam County, about 350 Peet east of the Johnson Creek toed, at the inside o1 a ourve, opposite pole 61/11 p/S 3, 21 Peel southwest of the center line oP the highway, 12 Peet north- east of the right-of-way Pence, in the top of a 4-foot square granite boulder painted ^USGS BM 154^, and about 3 Yeat higher than the highway. A United States Geological Survey standard disk, stamped ^159.491 J 4 1929." (48.649 meters or 159.675 feet.) Tidal 2.--About 1.8 miles east along U.S. Highway 101 from 9e~ui~m, Clellam County, th eaoe about 1.5 miles north along a road to t~ beach,• mar Lhe entranoe to WashingWn Harbor, Suet inside of a sharp curve 1n the road to the south, at the Bugge Canning Co. property, 67.5 feet north oP the north Ysae of the A.A. Bu ge 2-story white house (the nor thernmoat house at Port Weahi ng ton, 5 feet west of the seat face, in line with Lhe oen ter line of a small Book about 350 Peet north oP the cannery dock, 18 Peet south- west of the canter line oP the road, cad 2 feet east oP Lhe north corner of a picket Pen oe. A standard disk, stamped ^2^ and net in the top of a concrete poet about 2-1/2 Peet under ground, acoesa to which is had through s wooden well about flush with the ground. (1.487 meters or 4.879 feet. ) Tidal 1.-- Destroyed prior to November 1944. Tidal 3.-- Destroyed prior to November 1944• End oP spur line. v 14.--About 4 miles east along the Chicago, Milwaukee, 9t. Paul & PaciPia Railroad from Se~uim, Clellam County, about 0.6 mile northwest along U.S. Highway TO1 from Sequin Bay State Park, about 300 Peet southeast of the enter line of a timber railroad trestle, at the crossing of the highwr{y and the railroad, 27 feet southwest of the center line oP~tha highway, and 11 Peet south of the center line of the track. A standard disk, stamped ^93.825 v 14 1931" and net in the Lop of a concrete post about riuah with the ground. (28.654 meters or 94.009 feet.) W 14.--About 6.7 miles east along Lhe Chicago, Milwaukee, St. Paul & Yaoif So Railroad Prom Se uim, Clellam County, 3 Peet north- esat of the northeast end of t e a ation at H~~1~~nn, ebo ut 112 feet northwest oP the center line of U.S. Highway 2131, about 45 Peet southeast of Lhe center line oP old U.S. Highway 101, and 20 Peet northwest of the center line of the track. A standard disk, atemp- ed ^19.199 W 14 1931^ and set in the top oP a concrete post pro- jecting about 10 inohea above ground. (5.908 meters or 19.383 . Peet.) B1~n_, top oP rail opposite the Chicago, Milwaukee, St. Paul & Pacific Railroad station. (19.3 Peet.) About 1 mile east along Lhe Chicago, Milwaukee, St. Paul & Pao ific Railroad Prom Lhe station at B1~~nn, top oP rail at the crossing of U.S. Highway 101. (92.1 a .) X 14•--About 2.6 miles east along the Chicago, Milwaukee, St. Paul & Pacific Railroad Prom H1~, Clellam County, about 0.8 mile west oP the Jefferson-Clellam county line, at the croa si ng of old U.S. Highway 101, 30 feet south of the center line oP the track, and 15 Peet south of the center line of the old highway. A stand- ard disk, stamped "179.695 X 14 1931" and net in the Lop oP a con- crete post projecting about 6 inch ea above ground. (54.829 meters or 179.885 Peet.) Y 14.--In Jefferson County, about 5.3 miles east along the Chicago, Milwaukee, St. Paul & Pacific Railroad Prom B1~, Clellam County, 8 Peet went of the west end of the station at Gardiner, about 0.2 mile north of the post"office, about 75 Peet east o the center line of a road leading to Discovery Hay, 33 Peet south oP the aenter line of a road paralleling the track, 23.7 feet north of the center line of the track, 22.3 Peet east of a re ilroad switch block, and in a grassy plot. A standard disk, stamped "125.010 Y 14 1931^ and net in the top oP a concrete post projecting about 6 inohea above ground. (38,161 met ere or 125.200 Peet.) Tidal 1.--About 1 mile southeast of Gardiner Landin , Jefferson County, on Lhe went shore of Port Discovery, west o err point, on the southwest corner of a 15- by 15-Foot detached rock at the riigh- water line, and about 6 Peet above the base of Lhe roe k. The aenter line of Lwo crosses with drill holes at the center oP each cross. (1.976 meters or 6.483 Peet.) NOTE.--This bench mark is inacaeaeible at high tide. Gardiner, top oP rail opposite the Chicago, Milwaukee, St. Paul & Pac c Re lroad station. (125. feet.) Z 14.--In Jefferson County, about 7.9 miles east along the Chicago, Milwaukee, St. Paul & Pacific Railroad Prom B_1 n, Clellam County, at the junction of U.S. Highway 101 and %eeler beach Drive, 48 Yeet northeeat of. the center line of the highway, 27 feet aouth- weat oP the aenter line of the track, 12 Peet southeast of the cen- ter line oP the drive, on a bank, and about 4 feet higher than the drive. A standard di ak, stamped *121.427 Z 14 1931^ and net in the top oY a concrete post projecting about 6 inohea above ground. (37.07A meters or 121.620 feet.) 47?-2 July 2, 1941. First-order leveling Aberdeen to Twin Rivers, '8ashin~r•ton. Standard elevations based on the Sea-level Datum: of 1929. This line follows the northern Pacific Railway _'rwn Aberdeen to Hoquian:, U.S. Highway 101 from Hoqui a~: through Sieilton and Quests to Sappho, and State Highs¢y 9-A from Sappho through Pysht to Twin Rivers. The field work was done from April 28 to 1sy 25, 1933, by a party in charge of H.J. Oliver, junior hrdrographi.c and geodetic en~i ne er. For add~t'-o^a= bench narks in the vicinity of Aberdeen, see "Centralia Lo Grays Harbor, Ylashirrgton." ABEFDFE'.~.--At Aberdeen, Greys Harbor County, at the south corner of the intersection of East Third and I Streets, at the north corner o£ the National Guard Armory grounds, about 20 feet north of the north corner of the Ar7ncry building, and 3 feet in- side of the inside edges of the concrete sidewalks. A standard disk, stamped °18.E58 ABERDEEN 1933" and set in the top of a con- crete post about flush with the larm. (5.687 meters or 18.658 fee tr.) Tidal 4e.--About 1-3/4 miles west along the Northern Paci £ic Railway from the station at Aberdeen, Grays Harbor County, near the intersection of Oak and Railroad Streets, about 92 feet north- east of the center line of the main track, on the center line of Oak Street, about 40 feet north o_° the center line of Railroad - Street, and 21 feet east of a pourer-transmission line pole. The top of the base flange of the northeast side of the iron top of a concrete manhole. (2.279 meters or 7.477 feet,) Tidal 2•--About 2.1 miles east along the iorthern Pacific Railway £rom 12oouiam, Grays Harbor County, thence about 600 feet south along 1lyrtle Strse t, at the old site of the Port of Grays Harbor general office building, about 35 feet east of the center line of the street, 17.6 foot west o£ the southwest corner of an old conex•ete vault, in the top of the 10-foot octagonal concrete base of a flagpole, and 2.9 feet east of the east side o£ the pole. A standard disk, steeped "2 1927." (3.216 meters or 10.551 foot.) X 25 r-At file uq ism, Grays Harbor County, at the city hail on Eighth and L Streets, at the northwest or Eighth Street entrance, Sn the top of tY.e northeast concrete banister, 15 feet northeast of the center line of the main entrance, 10 feet northwest of the northwest wall oP the building, and about 2.7 feet higher than the concrete sidewalk.. A standard disk, stamped °10.699 X 25 1933.° (3.261 maters or 10.699 feet.) Y 25.--At Hoguism, Grays Harbor County, on Lincoln Street, at the Lincoln School, about 35 feet west of the center line of the pavement, about 33 feet east of the main entrance to the school building, 6 feet south of the center line of the entrance walk, in the top of the east concrete retaining wail, at the south end of the cone rote steps, and about level with the to~ of the sixth step from the bottom. A standard disk, stamped '11.936 Y 25 1933." (3.E38 meters or 11.936 feet.) L 1 (U.S.G.S.).--About 1.8 mi lea north along U.S. Highway 101 £rom the intersection of Eighth and Simpson Streets at Hoduiany Grays Harbor County, about 200 feet southvre st of the junctt onon of the Hoqui am and Little Hoquiam Rivers, about 112 feat northwest of the center of the steel lift span of the steal bridge over the Little Hoquiam River, 27 feet southwest of the center line o£ the highway, 5 feet north of a power-transnission line pole on the northwest bank of the Little Hoqui axn River, and about 1-1/2 feet higher than the pavement. A United States Geological Survey stand- ard disk, st ernped "14.698 L 1 1929" and set in the top of a con- crete post projecting about 3 inches shove ground. (4.480 n:e tors or 14.698 feet.) 2 25.--About 3.5 rnl les north along U.S. Highvray 101 from the intersection of Eighth and Simpson Streets at Hogulam, Grays Harbor County, about 1.3 miles south of the jiurc tion of State Highway 9-C, on the outside of a curve, 19 feet northwest of the center of a driveway gate, 30 feet northeast of the center L'-ne of the hlgheray, 28 feet northwest of a pole, 2 feet southwest of the right-of-way fence and about level with the pavement. A stand- ard disk, stamped x'9.488 Z 25 1933" and set in the top of a con- crete post projecting about 6 inches above ground. (2.E92 meters or 9>488 feet.) L 2 (U .S .C .S.).--About 4.8 miles north along U.S. Highway 101 from the Sntersection of Eighth and Simpson Streets at Hooulem, Grays Harbor County, about 120 feet south of fire junction of State Highway 9-C, at cone rote bridge 9-427, in the top of the northeast conc rata railing, 18 feet southeast of the northwest end of the bridge, 14 feet northeast of the center line of the highway, and about 3,3 feet higher than the gavernent. A United States Geolog- ical Survey standard disk, st ar.:ped °16.824 L 2 1929." (5.128 meters or 16.824 feet.) i70TE.--In December 1934 it was reported that the concrete ap- proach spans showed signs of settlement at boor ends of this bridge. Leveling by the 1'la shingtor. Department of Highways in 1941 indicated that bench mark L 2 (U.S.G.S.) had settled about 0,02 foot. A 26 .--About 6.2 miles north along U.S. Highway 101 from the intersection of Eighth and Sirrpson Streets at Hoguiem, Grays Harbor County, about 1.4 miles nor•tkr of the junction of State Highway 9-C, about 210 feet south of the south end of the wooden bridge over the Hoquiem River, about 115 feet east of a small log cottage, 33 feet east of the center line of the hi ghvrgy, and about level with the pavement. A standard disk, stamped '17.E94 A 26 1933" and set in the top of a concrete post projecting about 8 inches above ground. (5.393 meters or 17 .E94 feet.) B 26.--Ab ouC 3.4 miles north orlon- '.. Hi cm az 101 fret:: the intersection of Sign uh and Si•~:peon Str. ~.ts ai ou ..`_~ , ~rs~s Harbor County, ate ;~ 0.7. mile nor aheas~ arcu ~ x cur e fro::: ar. 18-inch cone rota -.e eclve rt,, zt t'.e south .c st ate. o.. a G.l-n:'_lc tangent bearing nor tk:e est and souttvre st, about 60 fees-, soy.:tin ~:•=:st across the highway firer;: t}re ncr t}ie est end o` an eartl. cut, 46 feet southeast of ~=1:2 ce rzer lino of the 1:'.rh~.va r, ~ - 3 `-moo= ~nz •s:, ... , lever than t?• pa: ~~ A standa_~ _ _ - ' 1933" and set~in core top of a concrete post projectit,_ ac at 7 inches above r-_rcc~ .21,~..c~ n:F tors er ', .,. :_.~ -:,. ~,• C 26.--Ace ~t r+_l~s norm along :">> -ti -t_oay Oc Yr ;: the intersection of .•- end Sir:pson Streets .t Hoq=l ar, ~ _- ',s Harbor County, sb - :~0 f st n~-•tieFS arcane a :i ve ~ c^: the :?,orcLesst enu o` a r~odan o~ase, o a o-tr er ,c=t: u~r l-en-, ,iC feet south of a -_cot r_a rred ~:.u..:p .;rc c ., ~_. n;:r ., l.: . ~... above ground, 3v ~. azst o° ~c:e ..enter line o^ the h'~frv: e.-;; _- about 1 foot lcrrcr -._=an is ,, pa..,<;e nt. A str.r ., - . °117.°-77 C 26 1S3 sr~:a -„ _ lie cop of a oorc~e`,o p~.s':, r,r~tect- s~ ~• _ ing about 9 inches =c„ve gro .:^',. l30 ?29 a:et ors cr ~l ! ~. .,.. ., L 4 (L".S.^ ~ ~...., c __, ir. ,;ecc:::cer _., ~.,> i ~,_ _=. „ors or 155,724 feet.) L 4 REST:^.--About 17..0 n las north along U.S. Hir~r,va>' 101 from the intersection; of Fa ~hth anri Si.r:.oscr. S~reets st Hooai es_, Grays F_arbor County, ¢i^ut 12.9 n~I lcs soy:tk: of Hur:r ~al id;s, at-tut 0.2 mile northesst of wooden bridge 9-4`L3, en a nor tine ast-and- southvrest tsrgert, e.b out 385 feet north:ve st (southwest ` ) of e Signal Service Station, 30 feet northeast of an 1~_-it:ci: corru;; eted•• iron pipe culvert, C feet southwest of s 5-foot charred sta:r.p l;ro•~ jecting about 7 Yect above greu::d, 36 feet nsr tl:r:est o.' Cho center line o£ the higher ay, and about 1 foot lover titan the naver.:e rt. A standard disk, st an;p ed °165.820 RE 1933 GS L 4 1929" and set 1n the top of a conerote post projecting about 4 i..ciiee orb o•tc- ground. (155.820 feet.) P,OTE.--This bench mark ~,vss est e'cli fined ar:d its elev sti on de- termined in December 1933 by e field parity cf ties P,:reau to re- plaCe L 4 (U.S.G.S.), which was destroyed fine tc hr_~;`.rrrsy reloceti o::. D 26.--About 11.2 Hales sontix el cn -" - - - ;; e•% 1^ from Hur;:p tuli.n s, Grays 1--arcor Oounty, at`o ~ iie s~l:a-x: o:fa };i ch~re, ~; maintenance garsse, eb out ;nidvr ¢y between. two wooden brides located at each end of a 0.?-;;.iie tangent beariu> .:o rti: and so.a:n, about 120 feet-southvest across the ni~rvray from s smell cottage snd gar sge comb Shod, 3u feet ;;ast o_' file ce.^.i=.r L'.ne of file ri;-~i:r; ay, about level •wltn tl~:o pave;.:e nt, ¢nd at the toot of a :,-foot-earth bank. A standard disk, sta.,ped "213.29C D 2b 1953° snd set in the top of a concrete post projecting about 8 '_nches orb o•ae ground. (65.011 a:eters o-r 213.290 feet.) L 5 (U.S.G.S.).--•Destroyed in December 1333. (99.23]. mei:ers or 322.280 feet.) L 5 RESET.-Ati out 10,1 miles south along ''.: rii gi=~vray 101 ~. from Huniptulip s, Grays Hnr}:~or County, in ti; c rr, oreout 18G feet nor fire ast of the top of tiro divide bett;een lion:x'. es er.d Hvmptulipa; 50 feet southeast of -tie center lino of t e hi: hvray, a::d about 1 r. foot hi, her than ti:e pavei;e nt. A standard disc, si ~:pec. °:`,`12.014 RE 1933 GS L 5 1:;29" anal set in tLO con. ai- s concrete pcsc proje;.. ?:.. fng about 6 inches t:e eve ground. (322.014 feet,) i10TE .--This beach work was estabL'.shed and its elec e^Y on de- tertained in Decor::be.r 1933 by afield party cf this Bureau tc re- place L 5 (U.S.G,S.), ;vh1cr. was destroyed due to hi;;hvra}~ reloca- tion. E 26 .--About 8.E r:.S las s ~; along TJ.S. High:^a;; 101 ^r ore Humptulips, Grays Herber County, about 0.6 mile south of a wooden bridge over e crook, 18 feet south o£ the center line cf a road leading east to the George Evans farru, 33 feet salt cf the center line of the hlgirway, and about 1 foot lower than t}~:o pevcme nt. p standard disk, stan.ped "197.785 E 26 1933° snd set i. r, the top of a concrete poet projectin' about 6 inches above gro~~ind, (60 >285 rse tors or 197.785 fee .~ L E (U .S .G .3.). -At:out 7.7. miles South along :i,3. g}iwav 101 from Hurnptulips, Greys verb or County, about 225 feet southeast of the beginning of a curve at the southeast enri o:' ¢ 3>5-r.a1n tsnge rt bearing nor t}i••ve st snd southeast, nn the outside of the curve, about 500 feet soothe sort of a 3-foot conerate c~l.v=r C, 33 fe.ei nortkxe ast of the center line of t}xe hlghvra';, and about level ;vi 'c}: the pave- rent. A United States Geological Survey sit an:d and d.i sk, st coped "168.605 L 6 1929" end set in tY,o `op of a conc rate post nrojcct- ing about 6 Snches above ground. (51.391 nee t:e ss or 168.FG5 Seet,) F' 26 .--About 5.3 ra les south along ~~.5. Highway 101 from Humptullps, Grays Harbor County, on a 3.5 -nd le tangent bearing northwest snd sou tT:e ast and paralleling the Fols or. Logging Co. railroad, near t}:e top of a gr ode, about 750 feet soiatxe ast of a wooden bridge over a s:::all creek, 58 face souzhvre st of the center line of the tree lc, 40 feat nort}ro ast of the center line o` the highway, B feet south~;re st of the right-of-:ray Pence a.nd about level with the paves:art. A st at=lard di skc, aten~,ped x'150.035r 26 1933° and sat in the top of a concrete post projec ti.n~ about 9 inches above Er ourd. (45 .?46 motors er 15C,Or+S feet. L 7 (U.S.C.S.).--Ab o•.xt 3 5 na,les south along U„5, tlighvrag 101 from Humptulips, Grays Harbor County, about C.5 :rile northwest of the Springfio].d Sc}:o ol, about 360 feet nor th;ve st of hizirxay bridge 9-416, on the outside cf a curve, about '75 feet scutir;;a st: of the P Olson Logging Co. railroad crossing, 15 feet southeast of a 4-foot charred fir st;u;.p projecting about 12 feet above ground, 60 feet west of the center line of the hlEhway, and about 5 foot levrer than the pavement. A United States Geological Survey stand and c_s'r,, stamped "146.958 h 7 1929° and set in the top of a cohere 'ce post projecting about 5 inches above ground. (44.793 n:o tors or 146.958 feet.) G 26.--About 1.9 n:i les south along U.S, Highway 101 from Huaptulips, Grays iie rbor County, about 0.4 rd le southeast of a graveled county rrad leading northeast, on s tsr•,gent near the top of a grade, about 33 feet east of the center line of an abandoned logging railroad grade bearing north, about 50 feet northeast of the center line of the highway, anal about 1 foot lower than the ?tfa-23 -2 pavement. A standard disk, stamped "219.432 G 26 1933" and set in the top of a concrete post projecting about 10 inches above grcundo 166.883 meters or 219.432 feet.) L 8 (U .3.G .S.),--About 0.5 mile south along U.S. Highway 101 from ?iumpt'vlil s, Grays Harbor County, at the intersection of the highway 4nd the Humptulips-Copalis highway leading northwest, 83 feet east oP the southeast corner of the Edison Shell service station, 26~feet .. orth o£ the canter line of U.S. Highway 101, 27 feet southwest of the center line of the Hump tulips-C bpalis high- way, 6 feet west of pole 11-30, and about 3 inches underground. A IInited States Geological Survey standard disk, stamped "130.695 L 8 1929" and set in the top of a concrete post. (39.836 meters or 130,695 feet.) ,. H 26.--At Hump tulips, Grays Harbor County, about 120 feet southwest of the entrance to the Loomis general store and post o~- fice, 5 feet east of the Hoquiem-Neilton signpost, 105 feet south across the highway £rom pole 12-10, 123 feet east across the high- way from pole 12-9, 55 feet southeast of the center line of the. highway, and about level vri th the pavement. A standard disk, ataraped "142.995 H 26 1933" end set in the top of a concrete post projecting about 6 inches above ground. (43.585 meters or 142.995 feet.) J 26.--About 1.8 miles north along U.S. Highway 101 from Humotulins, Grays Harbor County, at the top of a winding grade, about 15 feet north of the south end of a 0.1-mile tangent bearing north and south, about 75 feet northeast of pole 13-26, 36 feet west of the center line of the highway, and about level with the pavement. A standard disk, stamped °265.921 J 26 1933" and set 1n the top of a cone re to post projecting about 10 inches above ground, 181.053 meters or 265.921 feet.) L 9 (U•S•G•8•)•'-About 3.5 miles north along U.S. Highway 101 from Hum tuli e, brays Harbor County, about 0.2 mile south of the poison gging Co. railroad crossing, about 200 feet north of wooden bridge 9-414 over Stevens Creek, 27 feet east of the center line of the highway, and about 1 foot lower than the pavement. A United States Geological Survey standard disk, stamped +239.370 L 9 1929" and set in the top of s concrete poet projecting about 6 inches above ground. (72.960 meters or 239.370 feet.) NOTE.--It was reported Sn December 1934 that the top of the post was inclined about 6 inches to the east, The elevation given above is no longer aocurate. K 26.--About 5.4 miles north along U.S. Highway 101 from Humntulius, Graye Harbor County, at the north end o£ a tangent bearing north and south, on the outside of a curve, 2 feet south- east of pole 17-10, about 45 feet west of the center line of the highway, and about level with the pavement. A standard disk, stamped "347.253 K 26 1533" and set in 'the top of a 10-inch post projecting about 7 inches above ground. (105.843 meters or 347.253 feet.) L 10 (U.S.G .S.).--Destroyed in December 1933. (132.701 meters or 435.370 feet.) L 10 RESET.--About 6.9 miles north along U.S. Highway 101 £rom Humntuli~s, Grays Harbor County, about 0.3 mile north of the south end o£ a 1.3-mile tangent bearing north and south, about 0.3 mile south o£ U.S. Forest Service road 33 leading southeast, 18 feet northeast of a 5-foot fir stur:,p projecting about 7 feet above ground, 40 feet west of the center line of the highway, and about level with the pavement. A standard disk, stamped "435.150 1933 L 10 1929 GS" and set in the top of a concrete post project- ing about 7 inches above ground. (435.150 feet.) NOTE.--This bench mark was established and its elevation de- termined in December 1933 by afield party of this Bureau to re- place L 10 (U.S.G,S.), which was destroyed due to highvray reloca- tion. L 26.--About u.2 miles south along U.S. Highway 101 from Neilton, Grays Harbor County, about 8.5 miles north o£ tiie station ~wnotulins, on a 0.3-mile tangent bearing north and south, about 48 feet south o£ a T-road leading east, 65 feet southeast of pole 20-10, 30 feet east of the center line of the highvra~ and about level with the pavement. A standard disk, stamped 517.889 L 26 19.33" and set 1n the top of a concrete post projecting about 10 inches above ground. (157.853 meters or 517.899 feet.) L 11 (U.3.G,S.).--Destroyed in December 1933. (136.455 meters or 447.686 feet.) L 11 RESET.--About 4.5 wiles south along U.S. Htghway 101 from Neilton, Grays Harbor County, about 0.8 mile south of wooden bridge ~, at the southeast end of an undulating tangent bear- ing northwest and southeast, on a small flat, about 220 feet southeast o£ the Poison Logging Co. railroad crossing, about 15 feet northwest of a 3-foot hemlock stump projecting about 5 feet above ground, 60 feat northeast of the center line of the highway, and about 3 feet lower than the pavement. A standard disk, stamped "445.195 1933 L 11 1929 GS" and set in the top o£ a concrete post projecting about 6 inches above ground. (445.195 feet.) NOTE.--This bench mark was established and its elevation de- termined in December 1933 by a field party of this Bureau to re- place L 11 (U.S .G .S.), which was destroyed due to highvrey reloca- tion. M 26.--About 2.9 miles south alone U.S. Highway 101 £rom Nall ton, Grays Harbor County, about 0.2 mile south o£ a wooden bridge, on a long and slightly undulating tangent bearing north and south, at the Poison Logging Co. railroad crow sing, about 40 feet south of the center line of the track, 21 feet southwest of pole 23-14, 36 feet west of the center line of the highway and about level with the pavement. A standard disk, stamped 369.002 As 26 1933" and set in the top o£ a concrete post projecting about 6 inches above ground. (112.472 meters or 369.002 feet.) L 12 (U .S.G.S.).--Destroyed in December 1933. (123.535 meters or 405.298 feet.) L 12-RESET.--About 1.9 miles south along U.3. Highway._101 £rom Neilton, Graye Harbor County, on s level tangent bearing north and south, in the yard o£ the Sal onie guard-station of the II.S. Forest Service, 28 feet southeast of the southeast corner of the wooden station house, 28 feet west o£ a wire right-of-way Pence, 62 feet west of the center line o£ the highway, and about level with the pavement. A standard disk, stamped "405.117 1933 L 12 1929 GS° and set in the top of a concrete post projecting about 7 inches above ground. (405.117 feet.) NOTE.--This bench mark was eatabli shed and its elevation determined in December 1933 by afield party o£ this Bureau to replace L 12 (U.5 .G .S.), which was destroyed due to highway re- location. N 26.--At Neilton. Grays Harbor County, directly opposite the front entrance to the poet office and store, about 72 feet north of the north end of a highway maintenance garage, 48 feet east o£ the canter line of U.S, Highway 101, end about level with the pavement. A standard disk, stamped "482.512 N 26 1933" and set in the top o£ s concrete post projecting about 5 inches above ground. (147.070 meters or 482.512 feet,) L 13 (U.S.G,3.).--Destroyed in December 1933. (122.348 meters or 401.403 feet.) L 13 RESET.--About 1.7 miles north along U.S. Highway 101 from Neilton, Grays Harbor County, about 0.9 mile north of wooden bridge 9-411, about 510 feet north of a crushed rock stock pile yard on the east side o£ the highway, about 140 feet north of pole 27-22, about 100 feet south of pole 27-23, 60 feet west o£ the center lino o£ the hi~hway, and about level with the pavement. A standard disk, stamped 401.031 1933 L 13 1929 GS" and set in the top of a concrete post projecting about 6 inches above ground. (401.031 feet.) NOTE,--This bench mark was established and 1ta elevation de- terndned in December 1933 by afield party of this Bureau to re- place L 13 (U.S.G.S.), which was destroyed due to highway reloca- tion. P 26 .--About 3.5 miles north along U.S. Highway 101 from Neilton, Grays Harbor County, at the triangular junction of the Quinault road leading northeast along the south shore o£ Lake Qulnault, 72 feet northeast of the renter line of the highway, 26 feet west o£ the center line of the road, 20 foot northeast of pole 4, and in the top of a rock led~e about 7 feet higher then the road. A standard disk, stamped 215.458 P 26 1933." (65.672 metara or 215.459 feet.) Q 26.--About 5.0 miles north along U.S. Highway 101 from Neilton, Grays Harbor County, about 0.1 mile west o£ the steel bridge over Quinault River, 1 foot west of the west side of the Amanda Park service statl on and store at Lake Quinault, 18 feet east of the center line of a road leading to Amanda Park camp- grounds, 55 feet north of the center line of the highway, and about level with the highway. A standard disk, stamped °218.668 Q 26 1933" and set 1n the top of a concrete post projectlrlg about 9 inches above ground, (66.650 meter9 or 218.668 feet.) R 26.--About 7.0 miles northwest along U.S, Highway 101 from Neilton, Grays Harbor County, about 30 feet southeast of the cen- ter line of a T-road leading northeast to the north shore of Lake Quinault, 40 feet northeast of pole 974, 60 feet northeast of the center line o£ the highway, and about level with the road. A standard disk, stamped "411.941 R 26 1933" and set in the top of a concrete post projecting about 10 inches above ground. (125.560 meters or 411.941 feet.) S 26 .--About 8.4 miles northwest along U.S. Highway 101 from Neilton, Grays Harbor County, on an east-and-west tangent, about 50 feet west of the gasoline pump at a Union service station, about 15 feet northeast o£ pole 1010, 42 feet north of the center line of the highway, 1-1~2 Peet southeast of a £enc e, and about 1 foot higher than the pavema nt. A standard disk, stamped °406.791 S 26 1933" and set in the iop o£ a concrete post projecting about 8 inches above ground. (123.990 me tare or 406.791 feet.) T 26.--About 10.5 miles northwest along U.S. Highway 101 from Neilton, Grays Harbor County, about 1.3 mi lea west oP wooden bridge 9-408 over a small creek, about 0.6 mile east of wooden queen-post bridge 9-407, about 0.4 mile west o£ the east end of an cast-and- west tangent, 90 feet east of pole 1081, 12 feet northwest of a 3-foot cedar stump projecting about 6 feet above ground, 42 feet north of the center line of the highway, and about level with the pavement. A standard disk, stamped "506.426 T 26 1933" and set in the top of a concrete post projecting about 8 inches above ground. (154.359 metara or 506.426 feet.) U 26.--About 12.6 miles northwest along U.S. Highway 101 from Neilton, Graye Harbor County, about 1.7 miles east o£ the wooden bridge over Lunch Creek, about 0.2 mile southwest of wooden G'ueen- post bridge 9-405, on the east prolongation of an east-and-west tangent, on the outside of a sharp curve, about 95 feet southwest across the highway from pole 1111, 36 feet south of the venter line o£ the highway, about 3 feet lower than. the pavement, end at the foot of a 4-foot bank. A standard disk, stamped "492.227 U 26 1933" and set in the top of a concrete post projecting about 6 inches above ground. (150.031 meters or 492.227 feet.) V 26.--In Graye Harbor County, about 16.8 miles south along U.S. Highway 101 from seta, Jefferson County, about 14.7 miles northwest of Neilton, Grays Harbor County, about 0.4 mile east of the wooden bridge over Crane Creek, about 0.4 mile west of the wooden bridge over Lunch Creek, about 60 feet east of pole 1163, 36 feet north o£ the center line of the htghvray, and about level with the pavement, A standard disk, stamped "558.601 V 26 1933" and set in the top of a concrete post projecting about 9 inches above ground. (170.262 meters or 558.601 Peet.) W 26.--In Grays Harbor County, about 14.7 miles south along U .S. Highway 101 from seta, Jefferson County, about 1.8 miles southeast of the wooden bridge over Raft River, about 300 feet nor thweat of the southeast end of a 0.2-mile tangent bearing north- west and southwest, about 90 feet south of pole 1214, 40 feat southwest o£ the oenter line o£ the highway, and about level with 248-24 UNPPID STATES COAST AND GEODETIC SURVEY First-order leveling A 15.--About 14.3 miles north along U.S. Highway 101 Prom uilcene, Jeff arson County, thence about 400 feet north along the n a Camp roads at the oroeaing oP the Chioago, tdilwauke e, St. Paul & Paol Pic Railroad, 18 Peet northwest of the oenter line of the track, 13 feet north of the center line of the road, and 6 Peet southeast of a 6-foot earth bank. A standard disk, stamped ^20.138 A 15 1931^ and set in the top of a concrete post project- ing about 8 inches above ground. (6.198 meters or 20.7,3k feet.) Ma ard, top. oP rail opposite the Chieagb, Milwaukee, St. Paul & Pac flc Railroad atat ion. (9.6 Peet.) B 15•--Deatr Dyed in February 1940• B 15 RESET.--About 12.9 miles north along U.S. Highway 101 from oilcan e, Jefferson County, thence about 0.2 mile seat along State way 98 about 610 Peet east of the east end oP the 9nox Creekbridge, and 22 Peet south of the center line oP the highway. A standard disk, stamped "B 15 RESET 1939" and set in the top oP a ooncreta-filled concrete pipe. (41.551 ieet.) .. NOTE.--This bench mark was eatahl iahed sad its elevation de- termined by engineers of the State Department oP Highways in February 1940• C 15.--About 11.7 miles north along U.S. Highway 101 from uilcene, JePferaon County, about 1.1 miles south of the west unc on oP State Highway 9 near the head of Dia covert' Bay, at the inai de oP a curve, about 105 feet south of a small creek underan abandoned timber railroad trestle east of the highway, at an scuts diagonal cross road, 44 feet east oP the center line of the high- way, 43 feet west of the center line oP the abandoned railroad grade, 21 feet southeast of Lhe center line of the cross road, 3 feet east oP a fence, and about 5 Peet high ar than the highway. A standard disk, stamped ^87.388 C 15 1931" and set in the top oY{ s concrete post projs sting about 10 inches above ground. (26.696 meters or 87.5 g5 feet.) D 15 .--About 9.7 miles north along U.S. Highway 101 Prom uiloene, JePPerson County, about 400Peet south oP a Union Gaao- ne s anon and store, at the junction oP a driveway leading to a Dream-colored house, about 50 Yeet east of the oenter line oP the highway, and 22 Peet north of the center line oP the driveway. A standard disk, stamped "186.328 D 15 1931" and set in the top of a ooncreta post projecting about 8 inch as above ground. (56.854 metara or 186.528 Peet.) E 15•--About 6.1 miles north along II.S. Highway 101 from @@,,uilcene, JePferaon County, about 4.7 miles north of the concrete bai~over Little Quilcene River, at the crossing oY a road lead- ing west to Lake Leland, 48 Peet west oP the center line oP the highway, 40 feet north of the center line of the road, and 1-1/2 Peet east oP a wire Pen ee. A standard din k, stamped *203.540 E 15 1931" and set in the top of a concrete goat pm jseting about 6 inches above ground. (62.104 meters or 203.743 feet.) F 15.--About 3.3 miles north along U.S. Highway 101 Prom uiloene, Je Pf arson County, about 1.4 miles north along the highway Prom the road to lake Leland, and about 1.1 miles south along the highway Prom a large barn and farmhouse about 1/4 mile west oP the highway. A standard disk, st®ped ^F 15 1931" end set in the top oP a concrete post. (61.988 metara or 203.372 feet.) NOTE.--This bench mark was searched for but not recovered in November 1934• G 15.--About 1.3 miles north along U.S. Highway 101 from uilcene, Jefferson County, at YJildwood Park, about 285 Peet south oP he south concrete abutment o the ooncreta bridge over Little Q,uilc ens River, about 90 feet south of a gasoline pump at a store, 42 Peet west oP the aenter line oP the highway, snd 15 Peat east of the center line oP the old highway. A standard disk, stamped "102.670 G 15 1931^ and sat in the top of a concrete post groject- Sng about 10 inches above ground. (31.356 meters or 102.874 Peet.) H 15.--At uilcene, Jeff arson County, at the guilcene Public School building, 2 eat north of the west ant ranee, 4-1/2 feet south oP the northwest corner oP the building, and 1-1/2 Peet west oP the west concrete wall-. A standard disk, stamped "36.155 A 15 1931" and set in the top oP a concrete post pm jecti ng about 4 inches above 83n und. (11.083 meters or 36.361 feet.) J 16 (U.S.G.S.).--At uilcene, Jefferson County, at the guild ane Public School bui ng, foot north of the southwest wr- ner, in the west ao ncrete foundation, and about 1-1/4 feat higher than the ground. A United States Geological Survey standard disk, stamped "36.161 J 16 1929^ and set vertically. (11.086 metara or 36.371 Yeet.) T.B.M. 88 (U.S.G.S.).--About 0.5 mile south along U.S. Highway '101 from ullc ens, JePferaon County, at the junction of a private .. road lead ng nor west, about 150 feet north of the George Bancroft residence, about 65 feet east oP a driveway leading to the residence, 27 Peet north of the center line of the highway, 9 feet northwest of a U.S. Forest Service pole, in a notoh.on the south side of a biased 15-inch fir stump painted "88^ and pro jseting about 2 feet above ground, and about Plush with the ground. A United States Geological Survey standard copper nail and washer. (26.9 ~7 metara or 88.474 feet.) S 17 (11.S.G.S. ).--About 2.2 miles south along U.S. Highway 101 from uilcene, Jeff arson County, about 475 Peet southwest of the Penny Creek ridge, at the U.S. Fisheries Hatchery station, about 85 Peet so utheeat oP the timber entrance arch, 40 Peet east oP the oenter line oP the highway, 21 Peet east oP a yoxer-trans- misaioa line pole, at the southwest corner of the southwest reotangu- lar concrete rearing pond, and ih the top oP a concrete wall about level with the ground. A United States 9922logi cal Survey standard disk, stamped ^123.632 J 17 1929•" (37 .~4~/ meters or 123.842 feet.) Twin Rivers to Olympia, Wash. J 15•--About 2.7 miles south along II.S. Highway 101 Prom uilcene, Jefferson County, about 0.5 mile south of the II.S. Fish- er ea atchery station timber entrance arch, at the beginning cP a curve, about 70 feet north of an old private road leading to the ~yuilc ens River, 31 feet west of the center line oP the high- way, and 20 Peet northwest oP a U.S. For eat Servioe pole. 8 standard disk, stamped ^249.061 J 15 1931^ and set in the top o2 a concrete post projecting about 3 inohee above ground. (75.97$ meters or 249.193 feet.) T.B.M. 278 (U.S.G.S.).--Destroyed prior to December 1934. T.B.M. 456 (U.S.G.S. ).--Destroyed prior to December 1934. T.B.M. 525 (L'. S.G.S. 1.--Destroyed prior to Dec amber 1934. T.B.M. 651 (U.S.G.S.).--Destroyed prior to Deoember 1934. K 15•--About 5.3 miles south along U.S. Highway 101 from uilcene, Jefferson County, at the summit of the Hood Canal-Qullaene ver vide, 30 Peet south of the center line oP the highway, and 18 Peet west oP the center 11 ne oP the Rainbow Trail road. A standard disk, stamped ^726.501 K 15 1931^ and -set In the top of a eonerate post pivjseting about 8 inches above ground. (221.5.43 meters or 726.714 Pest.) J 18 (U.S.G.S,).--About 'S .3 miles south along U.S. Highway 101 from @,uilcene, Jefferson County, at the summit oP the Hood Canal-Qui ceS- ne River divide, about 95 Peet east oP the juneti on of the Rainbow Trail road, 22 feet north of the center line oP the highway, 9 feet north of the edge oP the highway, in s 36- by 16-inch Dould er, and about 2 Peet higher than the grro und. A United States Geological Survey standard di ak, stamped "726.436 J 18 1929." (221.483 meters or 726.649 feet.) NOTE.--In November 1934 it was reported that the boulder had in all probability been moved Prom its original position. IY so, the present elevation of this bench mark is unknown. T.H.M. 64b (II.S. G.S.).--Destroyed prior to Deo ember 1934• L 15 .--About 6.6 m11 ea south along U.S. Highway 101 from Q,u~i~l~c~e~ne~, Jefferson County, on a tangent 50 Peet south of the be- g~ng ~oY a curve, opposite the north road leading to the George HaekPord res idenoe (former looation of the Rainbow Lodge), about 140 Peet north oP the Limber entrance arch, 18 feet east of the center line of the highway, in the top oP a small al Dying rook ledge, and about 2 feat higher than the highway. A standard disk, stamped "558.358 L 15 1931.^ (170.253 metara or 558.572 Peet.) T.B.M. 451 (U.S.G.S. )>--About 7 miles south along U.S. Righ- way 101 Prom @uilcene, JePPerson County, about 0.4 mile north of a wooden bridge over a small oreek, about 0.3 mile south of the George Aackford residence (former location of the Rainbow Lode), on a tangent, 18 feet east of the center line oP the highway, and on the top of a 16- by 24-inoh boulder about level with the high- way end adjoining a rock ledge painted ^TBM." A chiseled square. (137.639 meters or 451.571 feet.) NOTE.--This benah mark was searched for but not recovered in October 1940• T.B.M. 335 (U.S. G.S. ).--About 8,0 miles south along II.S. High- way 101 Yrom Q,~ilc~ns, Jefferson County, about 0.9 mile north of the Olympiad ou2T-risb Perk at Markle Creek (formerly Jac kaon Creek), about opposite a highway reflector sign, 18 feet northeast of Lhe center line of the highway, and in the top oP a circular cedar post (formerly used Por a guardrail) painted "TBM 335" and pro- jecting about 1 foot above grouud. A IInited States Gad logical Survey standard copper nail and washer. (102.335 meters or 335.744 feet.) PIOTE.--This benah mark was searched for but not recovered in October 1940. M 15.--About 4.7 miles north along U.S. Highway 101 Yrom Brinnon, JePPerson County, on the former route cP the highway, ab- out760 Peet north of Markle Creek (formerly Jackson Creek), op- posite the entrance to the Olympiad Tourist Park, and 40 Peet northwest of the center line oi' the highway. A standard disk, stamped ^40.627 M 15 1931^ and set in the top of a conarete po§t projecting about 5 inches above gm und. (12.449 meters or 40.843 feet.) T.B.M. 42 (U.S.G.S.).--About 4.7 miles north along U.S. High- way l0i from Brinnon, Jefferson County, on the Former route oP the highway, about 4 Peet north of Markle Creek (formerly Jackson Creek), opposite the entrance to the Olympiad Tourist Park, 30 feet northwest of the center line of the highway, in a notch on the northeast side oP a 60-inch cedar stump painted ^USGS TBM 42^, and about 3 Peet higher than the ground. A United States Geological. Survey standard oo pper nail and washer. (12.904 meters or 42.336 feet.) J 21 (U.S.G.S.).--About 4.0 miles north along U.S. Highway 101 from Brinnon, JePPerson County, about 1.9 miles north of the south boundary oP the Olympic National Forest, near the center of an S- ourve, shout 95 Paet west of a 36-inch fir stump painted ^USGS 22 PHM" on the southeast edge oP the highway, about 80 Peet northwest of the ati ore line oP a small cove on the west side of Hood Canal, about 50 feet southwest of the southwest cad of a gravel bluff at the di vergenoe of the canal, 24 Peet-northwest of the center line oP the highway, and ih a 2-foot square embedded rock about Plush with the ground. A United States Geological Survey standard disk, stamped ^22.162 J 21 1929.^ (6.821 meters or 22.379 Peet.) NOTE.--This bench mark was searched for but not recovered in October 1940. _ 477-3 _4 T.B.M. 31 (U.S.C.S.).--Destroyed prior to December 1934. N 15•--About 2.7 miles north along U•S. Highway 101 Prom Brinson, Jefferson County, at Seal Roek Camp, about 165 feet south owe store, 18 Peet east of the caster line of the highway, and in the top oP a 3- by 4-foot boulder projeot ing about 2-1/2 feet above ground. A atardard disk, stamped ^16.998 N 15 1431.* (5.247 meters or 17.215 feet.) T.B.M. 18 (U.S.G,S.).--About 2.7 miles north along U.S. High- xay 101 Prom Brinson, Jeff arson County, opposite Seal Rock Camp, 21 Peet west o~3'"t~e 'oenter line of the highway, at a 40-inch cedar stump projecting about 3 Peet above ground, in the top of the northeast root, and about 1 foot higher than the ground. A United States Geologi eel Survey standard copper nail and washer. (5.388 meters or 17.677 feat.) J 22 (U.S.G.S.).--About 1.3 miles north along U.S. Highway 101 from Brinson, Jefferson County, about 90 Peet north oP "The Maples" SarvToe Station gasoline pump, at the fork oP the Dose- xallips River road, about 55 Peet west of the canter lino of the highway, 24 feat southeast oP the canter line of the road, 12 feet west of a fence, and 1-1/2 Peet southeast oP a Penoe, q United States Caolo gioal Survey st ardard di ak, stamped "10.013 J 22 1929" and set in the top oP a ooncrete post about Plush with the ground. (3 119 mete rs or 10.233 feet.) P 15•--About 0.7 mile norm along U.S. Highway 101 Prom Brinson, Jefferson County, at the steel bridge over the Doaewallipa vet, and in the top of the west side oP the north pier. q stand- ard die Y., stamped "20.561 P 15 1931.^ (6.334 meters or 20.781 Peat.) Q 15•--At Brinson, Jefferson County, about 340 Peet south oP the poet oPidce~feet Beat of the east side of Standard 011 Co. tank 3, about 60 feet east oP tin center line oP U.S. Highway 101, asd 31 feet west of the center line of the old highway, A standard disk, stamped ^76.519 @ 15 1931" and set in the top of a ooncrete post projecting about 6 inches above ground. (23.3 90 maters or 76.739 Peat. ) R 15•--About 2.7 miles south along U.S. Highway 101 Prom Brinson, Jefferson County, about 0.3 mile north of the ooncrete arc~Tiriflge over the Duokabuah River, thence about 0.1 mile seat along old U.S. Highway 101; on the inside of along semicircular curve, 35 Peet north of the aen ter line of the old highway, and 30 feet west of Lhe center line oP a driveway leading to a shingle house. A standard disk, stamped ^18.510 R 15 1931^ and set in the top of a ooncrete poet projecting about b inches above ground. (5.710 matora or 18. 73t~ feet. ) 5 15.--About 3,9 miles south along U.S. Highway 101 Prom Brinson, Jefferson County, about O,y mile south of the ooncrete arch bridge over the Duokabuah River, near the esn ter oP a rock out, 18 Peet west of the center line of the highway, in a narrow shelf in the mek bluff, and about 4 feet higher than the highway. A standard disk, stamped "33.953 S 15 1931.^ {10.417 meters or 34-•176 Peet.) T 15.--About 5.2 miles south along U.S. Highway 101 Prom Brinnos, Jefferson County, about 2,4. muss north of Lhe SePlerson- Mason county line, at bridge 9/202 over McDonald Creek, in the top oP the west end of the north concrete abutment, and about level with the pavement. A standard disk, stamped "13.871 T 15 1931." (4.297 meters or 14.098 feet.) U 15•--In Jefferson County, about 6.9 miles north along U.5. Highway 101 from Eldon, Mason County, et the concrete bridge over Fulton Creek, in the top of the south end of the west concrete railing, and about 3.2 feet higher than the highway. A standard disk, stamped "30,636 U 15 1931." (9.407 meters cr 30.863 feet.) V 15.--About 4.0 miles north along U.S. Highway 101 from Eldon, Idason County, across the hi e~way from the entrance mad to the Robbinswold Seattle Girl Scout's Csap, about 100 feet west of the timber entrance arch, and 45 feet west of the center line oP the highway. A standard disk, st sped ^80.377 V 15 1y31^ and set in the top~of a concrete post projecting about 6 inches above ground. (24.568 motets or 80.604~Peet.) 1'1 15•--About 3>0 miles north along L'.S. Highway 101 from Eldon, 7:iason County, 21 Peet west of the center line of the highway, ~n c- rock outcrop about 15 feet high, and about 2 feet. higher than the pavement. A standard disk, stamped "y9.619 '.Y 15 1931." (30.433 meters or 99.846 feet,) MOTE.--It was reported in October 1934 that the bench mark was covered by several inches of earth. % 15•--About 1.7 miles north along U.S. Highway 101 from ^ldon, Lie son County, at the bridge over Waket ickeh Creek, in the top the west concrete wing wall oP the north aDUtment, and about level with the pavement, A standard disk, stamped "13.002 % 15 1931." (4.033 maters or 13.232 feat,) Y 15•--About 0,5 mile north along U.S. Highway 101 from Eldon, Sisson County, at the north co rcrete bridge over the Eamma Hamms River, in the tap oP the north end of the west co nerete railing, and about 3.2 feet higher than the highway. A standard disk, stamp- ed ^18.392 Y 15 1y 31 ." (5.676 meters or 18.622 Pset.) Z-15•--About 0.3 mile south along L'. S. .Highway 101 from Eldon, Mason County, about 3C0 feet north of a standard reference-mark d sk "Hama Kama ?70. 2 1934" set vertically iu a :rock ledge, 27 feet west of the center line oP the highway, about 3 feet higher than the highway, near a rock crevice, and in s ledge of a smooth rock bluff. A standard disk, stamped "50.935 Z 15 1931." (15.596 meters or 51.168 feet.) NOTE.--In October 1934 it was reported that the bench mark was co eared with earth. A 16.--About 2.8 miles south along U.S. Highway 101 Prom Eldon, Mason County, at a T-road leading southeast to Stetaon'e Resort on Hood Canal, Sn line with the prolongation oY the road, and 33 Peet west oP the center line oP the highway. A standard disk, stamped "52.152 A 16 1931" and set in the top o% a concrete post projecting about 6 inches above ground. (15.967 meters or 52.385 Peet.) B 16.-- Destroyed prior to June 1950• C 16.--About 4.4 miles north along II.S. Highway 101 Prom Hoods or t, Mason County, at the ooncrete highway bridge over Lilli- waup reek, in the top of the east end oP the south concrete rail- ing, and about 3 feet higher than the pavement. A standard disk, stamped "19.075 C 16 1931.^ (5.887 meters or 19.314 Peet.) D 16.--About 3.4 miles north along U.S. Highway 101 Prom Hoods or~t, Macon County, about 200 feet north oY the bottom oP a grade, Hoar the beginning of a our ve, about 120 Peet southwest oP pole 36/3, 24 Peet west of the center line of the highway, in a slightly recessed rock ledge, about 1 foot from the Pace, and about 4 feet nigher than the pavement, A eta nderd disk, stamped ^25.289 D 16 1931,^ (7.7 81 meters or 25.528 Peet.) NOTE.--Tnis bench mark was recovered in Cctober 1934 under s gravel al ids. It was reported at the time that a streamlet trickles over the ledge in wet weather. E 16.--About 2.6 miles north along U.S. Highway 101 from Ho~odspor~t ,. Mason County, at the concrete bridge over Sund Creek, and the top of the north. ®d of the west concrete railing, A standard disk, stamped "13.484 E 16 1931.^ (4.1 82 meters or 13.720 rest.) F 16 ,--About 1,8 miles north along U.S. Highway 101 Prom Ho~odspor~t, :des on County, at the concrete bridge over Miller Creek, a3 t-fia top of the north end oP the west concrete railing, and about 3 Peet higher than Lhe pavement. q standard disk, stamped ^14.865 F 16 1931•" (4.604 meters or 15.105 feet.) G 16.--About 0.6 mile north along U.S. Highway 101 Prom Hoodaport, Mason County, in the top of the north end of the con- asete sea wall, 45 feet east of the sestet line of the Highway, and about 15 Peet lower than the highway, A standard disk, stamp- ed ^8.973 G 16 1931.^ (2.808 meters or q.213 feet.) H 16.--At Ho~od~spor~t, Mason County, at the concrete bridge over Finch Creek, in h~top oP the south end of the west concrete rail- ing, and about 3 Peet higher than the pavement. A standard disk, stamped ^16.791 H 16 1931.^ (5.191 meters or 17.031 Peet.) J 16.--At Hoods or t, Mason County, about 85 feet south of the south end oP the oo sport Lumber Co. building, 63 Peet south of pole 32/11, 25 feet east oP the center line of U.S. Highway 101, about 10 feet lower than the highway, and in the top of the east end oP a rectangular concrete culvert. A standard disk, stamped ^6.886 J 16 1931.^ (2.173 meters or 7.129 feet.) K 16,--About 2,0 miles south along L*. S. Highway 101 Yrom Ho~o d~spor~t, Mason County, thence about 450 feet northeast along a road leading to Hood Canal; at Potlatch, on the east side oP a north-and-south road, about 55 set east oP the east side oP a hotel, 9 feet southeast oY afire hydrant, and about 1-1f2 Peet west of a fence. A standard disk, stamped ^18,150 K 16 1931^ and set in the top of a concrete post projecting about 6 inches above ground. (5.606 meters or 18.392 feet.) J 31 (U.S,G.~,},--About 2.0 miles south along U.S. Highway 101 from Hoodaport, ;Jason County, at potlatch, at the Standard Oil Co. depot, at the northwest side of a~anTlatform, at the base of the second co nerete post from the southwest corner directly under tank 3, and in the concrete footing about flush with the ground. A United States Geological Survey standard disk, stamped "34.324 J 31 1929." (10.535 meters or 34.567 feet.) L 16.--About 2.4 miles south along U.S. Highway 101 from- Hood~~s or__t, Mee on County, at Cushman Power Plant 2 of the Taooma Ibunicipal Power System, at the concrete highway bridge over the tail-race between the powerhouse and Hood Canal, in the top oY the north end oP the west telling, and about 3.4 Peet higher than the sidewalk. A standard disk, stamped "20.728 L 16 1931.^ (6.3c3 meters or 20.974 feat.) M 16.--About 5,1 miles south along U.S. Highway 101 from H~oo~ds oar t, Mason County, about 600 Peet northeast of a Traffic Con- trol }fe ighing Station, at the junction of State Highway 14, about 70 feet east of the canter lino of U.S. Highway 101, and 22 feet northeast of the center line of the northeast branch of State Highway 14. A standard disk, stamped ^36.345 M 16 1931" and set in the top oP a concrete post projecting about 7 inches above ground. (11.152 maters or 36,588 feet.) J 30 (U.S,G.S.).--About 5.1 miles south along U.S. Highway 101 Prom Ho~o~dsQor~t, P.iason County, about 460 feet northeast oP a Traffic Control Neighing Station oY the Department oP Highways, at the junction of State Highway 14, about 60 Peet east oPthe cen- ter line of U.S. Highway 101, and about 50 Peet west of the center line of the nor theeat branch oY State Highway 14. A United States Geological Survey standard disk, stamped "36.952 J 30 1929" and set 3n the top of a concrete post pm jeeti ng about 8 inches above ground. (11.337 meters or 37.195Peet.) T.B,M. 25 (U.S,G.S,),--About 5.6 miles south along U.S. High- way 101 from Hoods or t, Idason County, about 1.5 miles north of the saw steal bri ge over the Skokomish River, about BS feet south oP pole 27/4, 24 Peet east oP the center line of the pavement, in the west root oP a 30-inoh fdr stump painted "USGS 25", and about 2 feet higher than the ground. A United States Geologioal Survey standard copper nail and washer. (7.881 meters or 25.856 feet.) 4,"7-4 UPIITED STATES COAST AND GHDDETIC SURVEY First-order leveling N 16.--About 6.5 miles south along U.S. Highway 101 from H~oods~or~t, Meson County, thenoe about 0.7 mile aouthweat along old U.S. Highway 101; at the steel bridge over the 3kokomiah River, sad in the top oP the east end of the north conorete abut- ment. A standard disk, stamped ^46.968 N 16 1931.^ (14.391 meters or 47.214 feet. ) J 29 (II.S.G.S.).--About 6.5 miles south along U.S. Highway 101 from Hoo~dspor~t, Mason County, thenoe about 0.7 mile southwest along old-~T.3. fIlBhway 101; at the steel •bridge over the Skokomish River, 5 test north of the north eo ncrete abutment, and 12 feet seat of the aenter line of tae highway. A United States Geologl- oel Survey standard di ak, atamped~^47.329 J 29 1929" and set in the top of a co na rate post about flush with the ground. (14.501 meters or 47.57 feet. ) T.B.M. 32 (U.S.G.S.).--Destroyed prior to November 1934• T.B.M. 69 (U.S.G.S. ).--Destroyed prior to November 1934• P 16.--About 6.8 miles north along II.S. Highway 101 from the interaeotion oP Railroad and First Streets at Shelton, fdason County, on a long tangent, about 140 feet south across the highway from a small sawmill, 30 Yeet aouthweat of the aenter line oY the highway, and 6 feet southwest of pole 21/20. A standard disk, stamped ^241.673 P 16 1931^ and set in the top of a eo ncrete post projecting about 6 inahea above ground. (73•"138 meters or 241.922 feet.) J28 (U.S.O.S.).--About 6.2 miles north along U.S. Highway 101 from the inter caption oP Railroad and First Streets at Shelton, Mason County, about 480 feet northwest of the Brockdale ServT- 9tation, at the junction of the Web Hill Road leading to Union, at the outside oP a curve, about 40 feet northeast of the center line of Lhe highway, at the northeast edge of the iroad, about 1-1/2 feet higher than the road, and in the top of a 3- by 4-foot pointed boulder painted ^USG3 PBM 245.^ -A United~States Geologi pal Survey standard di skt stamped ^245.862 S 28 1429." (75.0?-4 meters or 246.112 feet. / Q 16.--About 6.0 miles north along II.S. Highway 101 from the interaeotion of Railroad and Fir st Streets at 3hel to n, Mason County, about 0.1 mile south of the Hroekdale Serv ce Station, at n oonorete bridge over a small creek at the Poot of a grade, in the top of the south end of the west concrete railing, and about 3.4 feet higher than Lhs pavement. A standard disk, stamped ^244.301 Q, 16 1931.^ (74. 539 meters or 244. 550 Peet.) T.B.M. 308 (II.S.G.S.).--About 5.4 miles north along U.S. High- xay 101 from the interaeation of Rallraed and Fir at Streets at Shelton, Meson County, about 325 Peet north of the top of a grade, a o~uL700 Peet north oP pole 20/7 12 Peet west of the awn twr line of the highway, on .the top oP the most southerly conorete guardrail poet pointed yellow with a black top, near a wooden guardrail stamp- ed ^TBM 308^, end about 3 feet higher than the pavement. A white- painted square. (94•.200 meters or 309.054 Peet.) T.B.M. 312 (U.S.G.S.).--About 4.5 miles north along U.S. High- way 101 from the intersection of Railroad aid First Streets at Shelton, Meson County, about 160 Peet south of tae aenter line of sa ol~oroas road, about 110 feet northeast of pole 19/10, 25 Peet Beat oP the aenter line of the highway, Sn the xeat root of a 36- inch fir stump projecting about 3 feet above ground, and about 1 foot higher than Lhe ground. A United States Geological Survey standard popper nail and washer. (95.398 meters or 312.985 Peet.) J 27 (II.S.G.S.).-- About 3.0 miles northwest along U.S. High- wpy 101 from the high sohool at Shelton, Macon County, 0.5 mile southeast of the main entrance to~ie~ormer (1944) Naval Auxiliary 27r2Sfeetosouthweat of theooenterallnenofather~~~sding ~et~ north of the oenter line of the side road, 2.2 Peet northeast of a fenoe and 2.2 Peet northwest of a white wooden witaeas poet. A Unite States Geological Survey standard disk, stamped ^275.866 foot nDove groundt 1(64161 meters oral 61118 Peet~jeoting 0.2 R 16.-- About 3.0 miles northwest along U.s. Highway 101 from the high sohool at Shelton, Mason County, 0.5 mile southesat of the main eatranoe to a ormer (1944) Naval Auxiliary Air Stntion, at the junatioa oY an abandoned road leading west, 35 feet aouthweat of the oenter line of the highway, 28.6 Peet south oP the oenter line of the aide road, 14 Peet west-northwest of pole 648 5.4 Peat southwest of a fenoe, and 2 feet east of a white wooden w~tneae poet. A standard disk, stamped ^276.610 R 16 1931" and set in the top oP s oonorete post projecting 0.8 Poot above ground. (84.398 meters or 276.863 Peet.) T.B.M. 230 (U.S.G.S.).--About 2.3 miles north along U.S. High- way 101 Prom the intersection oP Railroad and First Streota at Shelton, Mason County, oa a tangent, about 108 Peet north of pole I7JT~12 feet west of the aenter line of the highway, on Lop of the moat eouLhe rly oo norsts guardrail post painted yellow with e Dlaak top and about 3.3 feet algher than the pavement. A painted aquas. 70.2 98 meters or 230.636 feet. ) $OTE.--Seerahed for but not reoaverad in August 1944. 9 16.--AL 9hel ton, Mason County, at the Irene 5. Reed High School, at Lhe T n ®traaoe oa the south aids, at the lower tier oP etspe, and in the west end of the aeoond step from Lhe bottom. A standard disk, stamped "50.833 9 16 1931.^ (15•?62 maters or 51.056 feet.) T 16.--At Shelton, Meson County, at Lhe county oourthouae, at the male enLreaoe on Lhe east side, and in the southesat oorner of the third granite atop from the bottom. A standard disk, stamp- ed "37.231 T 16 1931.^ (11.409 meters or 37.431 feet.) Tidal.).--Destroyed prior to August 1944. -5 Twin Rivera to Olympia, .dash. Tidal 2.--At Shelton, Mason County, on the east aide oP Fir at Street, about 145~o rth of the north fence line of _ Franklin Street, 25 Peet north oY the north end oP a rectangular concrete culvert over a creek, in the top oP the co ncrete side- walk, and 0.3 Poot weal of the east edge. A standard disk, stamp- ed ^NO 2 1917.^ (4.014 meters or 13.169 feet.) U 16.--At Shelton, Mason County, about 0.2 mile south along U.S. Highway 10 Pr rpm Railroad and First Streets, on First Street, at the eonorete bridge over Goldborough Creek, 10 Yeet Prom the north end, in the top of the west concrete railing, and about 3.2 Peet higher than the sidewalk. A stand and disk, stamped "18.343 U 16 1931." (5.633 meters or '_8.481 feet.) V 16.--About 1.8 miles south along U.S. Highway 101 Prom the intersection of Railroad and First Streets at Shelton, Mason County, at the oonerate bridge over Mill Creak, in the top of the south end of the west concrete railing, and about 3.4 feet higher than the sidewalk. A standard disk, stamped "109.§54 V 16 1931." (33.470 meters or 109.809 feet.) W 16.--About 4.4 miles south along II.S. Highway 101 from tae intersao~ion oY Railroad and First Streets at Shelton, Mason County, at across road 15 Peet north oP an abandoned rya .Tm ad grade, 46 feet east of the center line of the highway, 36 Peet south oP the aenter line of the cm sa road, in line with a rev oP poles, and 21 Peet south of the pole ne areal the road. A standard disk, stamped ^212.231 W 16 1931^ end set in the top oP a concrete post projecting about 6 inches above gm und. (64. 767 meters or 212.490 feet.) % 16.--About 5.9 miles south el ong U.S. Highway 101 from the interaeation of Railroad and Fir at Streets at Shelton, Mason County, at conaretebridga 9/104, in the top oP the •a ou~Ti ern oP the west eonorete railing, and about 3-1/2 feet higher than the pavement. A-standard disk, stamped^100.692 % 16 1931." (30.770 meters or 100.951 feet.) Y 16.--About 6.8 miles south along U.S. Highway lOl~~Prom the intersection of Railroad aid First Street at She lion, Mason County, about 3.9 miles north of the Mason-Thurston county Tine, at Old Kamilohs, at the oonorete bridge over Skookum Creek, 21 Peet~om the eou~~ end, in the top of the southwest railing, and about 3.2 feet higher than the pavement. A standard disk,-stamped ^27.795 Y 16 1931.^ (8. 552 meters or 28.058 feet. ) T1da1 1.--About 7.9 miles south along U.S. Highway 101 from the interaeation oP Railroad and First Streets at Shelton, Mason County, thenoe about 1.7 miles east along a road too 0ga~er Bay from New Kamilche; about 2.8 miles north of the Macon-Thurston county ne, a the Waldrlp house, at the outside red brick chimney, in the Lop of the southwest corner of the concrete base, and about 1 foot under ground. A standard disk, stamped "N0. 1 1917." (12.476 me tern or 40.932 feat.) Tidal 2.--About 7.9 miles south along U.S. Highway 101 Prom the interaeation of Railroad and First Streota at Shelton, Mason County, thenoe about 1.7 miles seat along a road to Oyster Bey Prom New Kamilche; about 2.8 mil ea north of the Mason-Thurston county line) a ou - eel west of the west end of the Waldrlp house, 73 feet west of the upper end oP the wooden steps leading to the beach, 44 Peet aouthweat of tae aouthweat co roar of a 1-story Yreme cottage, 15 Peet north oP the top of the bank, and in the top of a 2- by 4-~ foot boulder projecting about 1-1/2 feet above the ground on its lower aide. A standard di ak, stamped "N0. 2 1917." (9.379 meters or 30.771 Peet.) Z 16.--About 9.7 miles south ~: ?.ong U.S. Highway 101 Prom the intersection of Railroad and Firs-. Streets at Shelton, Macon County, about 1.0 mile north of the Mason-Thura~ton county Tine, about 480 Peet northwest oP the northwest ord. of the eonm•ete bridge over Kennedy Creek, about 75 Peet aouthweat of pole 6-6, 25 feet west of the sent ar line oP the pavement, and about 4 feet lower than the pavement. A standard disk, stamped "20.413 Z 16 1931^ and set in the top of a concrete post projecting about 8 Snches above ground. (6.902 meters or 20.676 feet.) A 17.--About 5.5 miles west along U.S. FIi ghway 410 Yrom the iateraecLion of Capitol Yray and Fourth Avenue at O1~mp~ia, Thurston County, thenoe about 3.7 miles northwest along U.S. g way 101, about 1.5 miles south oY the Mason-Thurston county line, 30 feet southesat of a driveway, 28 Peet southwest oP the center line of the highway, and 25 Yoet west of power-transmission line pole OK 244• A eta ndard disk, stamped "161.325 A 17 1.931" and set in the top oP a conorete goat projecting about 6 inches above ground. (49.253 meters or 161.591 Peet.) Tidal 1.-- Destroyed bet•.veen October 18, 1944, and December 1, 1944• Tidal 2,-- About 5,5 miles west along U,S. Highway 410 Prom the interaeotion oP Capitol lyey and FourthAvenue at Ol ia, Thurston County, thence about 2.2 miles northwest along U.S. Highway 101 to Sohneider~a Prairie, thenoe about 0.5 mile northeast along a road opposite Sohneider~a Pralrle Dance Hall to Prosperity Grange Hall No. ;i15, thence about 0.5 mile southeast to Mud Bay (Eld Inlet); on property ovtned by Joe EfcKnight, 71.5 feet west oP the west end oP the house, 62.5 feet south of the southwest oorner of a frame garage, B-3/4 feet northeast oY the northeast oorner oP s small shack, 4 Peet aouthweat oP the aenter of an old well hole, and 2 inahea under ground. A standard disk, stamped NQ 2 1917" and set in the top of s concrete post. (5.450 meters or 17.881 Peet.) 477-5 -6- B 17.--About 5.5 miles west along U.S. Highway 410 Prom the intersection of Capitol Way and Fourth Avenue at O~~1~~uuis--, Thurston County, thence about 1 mile northwest along U.S. A~Iw+sy 101, about 120 feet southeast of powar-transmission line pole OK 185, 24 Peet northeast oP the center line of the highway, and in line with a row of poles. A standard di ak, stamped ^40.705 B 17 1931^ and set 1n the top of a concrete post protecting about 8 inches above ground. (12.488 meters or 40.971 feet.) C 17 •--About 5.5 miles west along U.B. Highway 410 from the intersection of Capitol iYay and Fourth Avenue at 0_ lym.Qia, Thurston County, at the Junction of U.S. Highway 101, 18 Pee west of the center line of U.S. Highway 410, 15 Peet east of the center line of U.S. Highway 101, and in the top of the east end wall of an 18-inoh circular concrete culvert. A standard 'disk, stamped ^70.141 C 17 1931.^ (21.461 meters or 70.410 Peet.) About 5.5 miles wasi ei ong U.S. Y.ighway 410 from the inter- section of Capitol Way and Fourth Avenue at O1~~mm~~ia~~, top of high- way at Lhe interaec lion of U.S. Highways 410 ahd~IIIl. (65•~ Peet.) D 17.--About 5.2 miles weal along U.S. Highway 410 from the intersection of Capitol Way and Fourth Avenue at O1 m i~e, Thurston County, at a steel bridge over Perry Creek, and i~he top~of the north end of the seat central concrete pier. A standard disk, stamped ^10.961 D 17 1931.^ (3.423 meters or 11.230 feet.) E 17.--About 4.4 mil ea west along U.S. Highway 410 Prom the intersection of Capitol Way and Fourth Avenue at O1 Sa, Thurston Covnty, at the concrete bridge over Eiud Bay (Eld I et in the top of the southeast end of the southwest concrete railing, and about 3.5 Peat higher than the pavement. A standard disk, stamped ^15.292 E 17 1931.^ (4.743 meters yr 15.561 Peet.) F 17.°-About 1.8 miles west along U.S. Highway 410 from the intersection of Capitol 'Nay and Fourth Avenue at O~1y~mpi~e, Thurston County, at the inside of a curve, about 90 feet wed of a T-road, and 27 Peet north of the center line of the highway. A standard disk,'stamped ^195.239 F 17 1931" and set in the top of a concrete post protecting about 5 inches above ground. .(59.591 meters or 195.508 Peet.) G 17.--At O~~1~~nn~~i~a_, Thurston County, at the Fourth Avenue Weat ooncrete bridge~~he top of Lhe south concrete railing, and about 3.7 Peet higher than the sidewalk. A standard di ak, stamped ^34.747 C 17 1931.^ (10.674 met era or 35.020 Peet.) Tidal 13•--Destroyed prior to September 1935• H 17.--At Olympia, Thurston County, on the east side of Cap- itol Way, at the west entrance to the county courthouse, and in the south end of the second step from the bottom. A standard disk, steeped "95.715 H 17 1931.^ (29.258 meters or 95.991 feet.) S 17.--At C1~ie, Thurston County, at tha State Capitol grounds, on Axis I, at the main entrano a-to the Temple of Sustice, and in the east end oP the second step from the bottom. A stand- ard-disk, stamped ^113.241 J 17 1931.^ (34.600 meters or 113.517 feet.) K 17.--At 0_~pia, Thurston County, at the State Capitol grounds, on.Axis a the main entrance to the Legislative Build- ing, and in the east end of the seoond step Prom the bottom. A standard disk, stamped ^115.039 K 17 1931." (35.147 meters or 115.311 feet.) For additional bench marks in the vicinity oP Olympic, see ^Centralia to Auburn, Washington (12 ;lash.)," End oP the line. 4776 D D OCUMENTS/ RAWINGS i. y~ UNITED STATES DEPARTMENT OP COMMERCE ',~ National Oceanic and AtmosQheric Administration ~'o.,~,,,~` NATIONAL OCEAN SERYICE OFFICE OF CHARTING AND GEODETIC SERVICES ROCKVILLE, MARYLAND 20852 MEMORANDUM FOR: Distribution JAN 2 61989 FROM: ~ aptain Max M. Ethridge, NOAA~G%~-""°°` - ~• Chief, National Geodetic Survey SUBJECT: - Preliminary Comments to Policy Changes Regarding the Reporting of Control Points. The attached memo contains changes accepted by the National Geodetic Survey home office regarding the policies of reporting the status of Geodetic Control Points. The next logical step before final approval of these changes, is to allow the people affected by these changes to review them and express their views. Your comments are important so please take the time to read the memo and submit your comments: Michael S. Alt Systems Development Branch N/CG151 Rockwall Building Room 426C National Ocean Service, NOAA Rockville, MD 20852 Phone FTS (301)443-8446 In an attempt to provide submitters of Control Point Descriptions with the latest information on products, future updates, and technical assistance a survey is included. Please complete the survey and send it along with your comments by February 22, 1989. ~~',tr:.~~'_u~=~ `"A~PROVED DISAPPROVED LET's DISCUSS RECE9~iED FHB 7 1989 JEFFE~S~[~ ~~~~~~' ~tJ~LIG VV~R~(S i~~PT' ~y~ PTMO$q~ fqk` ~~~ H Z G f!' ~~~j~ oRPFt MEMORANDUM FOR: FROM: SUBJECT: ~f ~'~ °'`°- ~.'r~ ~s d Distribution UNITED STATES DEPApTMENT OF COMMERCE National Oasanic and Atmospheric Administration NATIONAL OCEAN SERVICE OFFICE OF CHARTING AND GEODETIC SERVICES ROCKVILLE, MARYLAND 20852 JAN Z 6 189 Captain Max M. Ethridge, NOAA Chief, National Geodetic Survey Policy Changes Regarding the Reporting of Center Points With the recent acceptance of the Unified description format by NGS, the task of integrating the vertical and horizontal descriptive data has begun. With this integration there is also a desire to standardize the entry, format and content of descriptive data received from the various sources connected with NGS. This standardization will enable NGS to significantly decrease the amount of time the office spends verifying, storing and distributing descriptive data. In order to"achieve this standardization, there are several policy changes (or clarifications) which must be stated. Single-Mark Descriptions At present the horizontal control point descriptions include the station mark, reference marks and azimuth mark. A requirement of the unified description format is that a separate description must be written for each mark, i.e., station marks, reference marks, and azimuth marks will be described individually. This will require that existing horizontal descriptions be broken up to create separate descriptions for each mark. This breakup will be accomplished by virtue of the fact that when existing descriptions for a project are distributed the people recovering the marks will be required to rewrite the descriptions creating one description for each mark. An additional requirement will be to write a description for any mark in the original horizontal description that has been destroyed. Complete Descriptions In maintaining descriptive text, it has been the policy of both the Horizontal Network Branch (HNB) and the Vertical Network Branch (VNB) to save the text far the original description and from all recoveries thereafter. This requires the branches to physically mark the lines of text that have been superseded. As sloppy and inconsistent text. To correct this, NGS will now maintain complete descriptions only. That is, the original text will be changed to remain current, rather than appending recovery notes to the text • pi~A~""Oy"Eq~Q~ ~~~9~yC O 2 i0 o ~~Ai'NEM OF 1.V' ~RP~j To accomplish this, each description submitted to NGS must describe the mark completely, following the format outlined in the next section. In the near future the idea of submitting all descriptions in complete form will be facilitated by sending complete descriptions on floppy disks to the people setting and recovering the marks. These descriptions can then be modified directly using the description entry program (DESC) and returned to NGS. Until the processes to do this are defined and developed, it is to the advantage of the cleanup of the existing data that this policy be implemented immediately. In this new environment of the complete description, four types of descriptions can be defined. First, a description which fully describes the control point, whether it be an original description or recovery note. A description of this type would be submitted for all marks where the text is original or updated. The second type of description will be the "Recovered as Described". This type of description will have no change to the textual information. Until descriptions are distributed to users in form readable by the description entry program, all marks with a description containing more than one mark, i.e., Horizontal descriptions, must be completely described as in the first type. The third and fourth types of descriptions are for marks that are destroyed or nvt recovered, respectively. As presently defined by NGS, a mark is considered destroyed only if the disk is reclaimed. In all cases where the disk is not reclaimed, the mark is, by definition, not recovered. For marks labeled as destroyed, the only statement allowed is the descriptive text is: "MARK WAS FOUND DESTROYED AND THE DISK RECLAIMED". This is currently supported by the description entry program. Marks not recovered should be fully described as in the first type, with an additional paragraph containing information about the attempted recovery. Once descriptions are distributed in a form readable by the description entry program the optional paragraph can be appended to the existing text. For control points that have been destroyed and "reset", NGS now will require two descriptions. First, a recovery description, with a condition code of 'X' (for destroyed), should be written for the destroyed mark. Second, an original description should be written for the new mark. ..,, ~ ,, ~~~~ Format of Textual (*30*) Records The following guidelines define acceptable content and format of descriptive text. The format defined here augments the new Bluebook Chapter 3 and should be used in conjunction with it. Where differences occur the requirements presented in this memo take precedence. For a completely described mark, (see attached example) whether an original or recovery, the text should be of the following format: General Location - This gives one or more references to some well known, readily available, location in terms of distances and directions. A major highway intersection in or near a city, a local post office or a court house are examples. For example, "THE STATION IS LOCATED ABOUT 8.1 KM (5.0 MI) EAST OF THE INTERSECTION OF CONNECTICUT ROUTE 10 A and CONNECTICUT ROUTE 15 IN WOODBRIDGE, 0.8 KM (0.5 MI) NORTHWEST OF THE WHITEYVILLE CITY COURTHOUSE." The last line of this paragraph may optionally contain property ownership and contact point information when private property must be crossed or occupied. For example, "OWNERSHIP, STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION, ME EDWARD J SULLIVAN, CHIEF OF BOUNDARY AND GEODETIC SURVEY, 24 WOLCOTT HILL ROAD, WETHERSFIELD CT 06109, PHONE (203) 543-0987". To-Reach - This contains detailed directions of how to get from one of the prominent locations described in the first paragraph to the control point. This paragraph will contain a set of "To- reach" instructions of the form: action, direction, distance, route, and terminus. For example; Action - GO Direction - SOUTH FOR Distance - 3.7 KM (2.32 MI) Route - ON ROUTIE l0A Terminus - TO THE STATION ON THE RIGHT The next line(s) of this paragraph contain the distance and direction from two or more reference objects in the immediate locale of the mark. Centerlines of roads, fire hydrants, telephone poles, chiseled marks in the pavement as examples. If a witness post exists the distance and direction from it should appear as the last line. Reference - This contains statements about vertical refer-ence from the mark to some nearby object. Distance above, below, or about level with the object should be stated. For example. "MARK IS PROJECTING .33 M (1.0 FT) ABOVE THE GROUND". .,, d~pF Characteristic - This contains distinctive information about the mark to help recognize it. This could be an expansion of the Marker type or setting classification, or an explanation if "other" is chosen in either of these fields. The intent here is to supplement, not repeat, coded information entered in the header of the description. For example, "MARK IS A DRILL HOLE IN A CHISELED SQUARE SET IN THE METAL RIM OF MANHOLE". If the description is for a mark "Recovered as Described", this implies that the textual information associated with the mark is complete and correct and no text should be entered, except for those descriptions which contain more than one mark described in the previous section. This will not reflect the state of the header information (*10* - *29* records), which will be updated. If the description is for a mark not recovered an optional paragraph may be appended to the existing text. This paragraph should contain information about the attempted recovery of the mark. This includes whether the mark is presumed destroyed and why. If the description is for a destroyed mark, only the statement: "MARK FOUND DESTROYED AND THE DISK WAS RECLAIMED" iS allowed. This is automatically inserted by the description entry program so it need not be entered. Acceptable Forms for Descriptive Data NGS will begin to accept two forms of descriptive data; output files from the description entry program on floppy disks and fixed-format scanable forms. This will allow NGS to control the checks being performed on the descriptive data as it is being modified or created. At this time, the scanable forms are not available, so anyone submitting handwritten or typed descriptions should call their point of contact in NGS for instructions on how to submit their data. The description entry program requires an IBM-PC or compatible and is available through the Information Services Branch (ISB). Anyone who would like to see support of other hardware platforms should contact Michael~Alt at FTS (301) 443-8446. Examples of Complete Descriptions THE STATION IS LOCATED ABOUT 8.1 KM (5.0 MI) EAST OF THE INTERSECTION OF CONNECTICUT ROUTE 10 A AND CONNECTICUT ROUT 15 IN WOODBRIDGE, 0.8 KM (0.5 MI) NORTHWEST OF THE WHITNEYVILLE CITY COURTHOUSE. OWNERSHIP, STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION, ME EDWARD J SULLIVAN, CHIEF OF BOUNDARY AND GEODETIC SURVEY, 24 WOLCOOT HILL ROAD, WHETHERSFIELD CT 06109 PHONE (203) 543-0987. FROM WOODBRIDGE AT THE INTERSECTION OF CONNECTICUT ROUTE l0A (DIXWELL AVENUE) AND CONNECTICUT ROUTE 15 (WILBUR CROSS PARKWAY), GO SOUTH FOR 3.7 KM (2.32 MI) ON CONNECTICUT ROUTE l0A TO THE STATION ON THE RIGHT. MARKER IS 9.6 M (31.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 23.77 M (78.0 FT) NORTHEAST FROM POWER POLE 2376. MARK IS PROJECTING .33 M (1.0 FT) ABOVE THE GROUND. MARK IS A DRILL HOLE IN A CHISELED SQUARE SET IN THE METAL RIM OF A MANHOLE. THE STATION IS LOCATED 16.7 KM (10.4 MI) NORTH OF ROCKVILLE, 8..5 KM (5.3 MI) NORTH-NORTHWEST OF DAMASCUS. OWNERSHIP, MR A.J. SPARKS, PHONE (301) 772-3416. FROM ROCKVILLE AT THE INTERSECTION OF MARYLAND STATE HIGHWAYS 355 AND 118, PROCEED NORTH ON ROUTE 355 FOR 3.4 KM (2.1 MI) TO THE INTERSECTION OF ROUTE 355 AND ATHENS ROAD. PROCEED WAST ON ATHENS ROAD FOR 2.7 KM (1.7 MI) TO THE TOP OF A HILL. MARKER IS 42.1 M (138.0 FT) NORTH OF THE CENTERLINE OF ATHENS ROAD AND 26.2 M (86.0 FT) WEST OF A WIRE FENCE. MARKER IS 0.4 M (1.3 FT) SOUTH OF A WITNESS POST. MARK IS FLUSH WITH THE SURROUNDING GROUND. ACCESS TO THE MARK IS THROUGH A 5-INCH LOGO CAP. i Name: as zrs z e nitial Company Name: Address: Mail Stop: City: ate Zip Work P one - 1) Do you have access to a Microcomputer for the purpose of entering descriptions? o Yes o No If your answer to (1) is yes answer (2) otherwise skip to question (6) 2} Type of :Microcomputer: o IBM PC or compatible o IBM PS/2 or compatible o Macin~os;~ o Commidore Amiga o Other _~~, ___ If your answer to (2) was IBM PC or Compatible just answer :~. If your answer was IBM PS/2 or compatib~e just answer (4). Otherwise, just answer question (5). 3) Describe the configuration of your IBM PC FAM: 0 256K o 412K o 640K o >640K (Expanded or Extended; Does your PC have a harddisk? o Yes o No - If Yes how large (in Megabytes) e Do you have a color monitor? o Yes o No Do you have a Modem? o Yes o No Enter the number of each type of floppy disk drive. 5 l/4" 180K Single Sided 5 1/4" 360K Double Sided 5 1/4" 1Mb High Density 3 1/2" 720K 4) Describe the configuratior. of your IBM PS;2 Does your PS/2 have a harddisk o Yes o No If Yes how large (in megabytes) Do you have a color monitor? o Yes o ~o Do you have a :Modem? o Yes o No Enter the number of each type of floppy disk drive. 5 1/4" 180K Single Sided 5 li4" 36CK Double Sided 5 1; -1" 1Mb High Density ~~ 3 li 2" 720K ~) If the Description Entry Program was available or. ;lour Microcomputer, would you use it to enter and submi'.: descriptions? o Yes 0 No 5) Do you expect to get a microcomputer in the future? o Yes o \o If yes, when? What kind? o IBM PC or compatible o Commidore Amiga o IBM PS/2 or compatible o Macir.tos!i o Other If no, do you have access to a typewriter? o Yes o \o Light...sfrong...protection clean through KA/SER ALUMINUM CULVERT ~~~"/ ~~ // ~ ~~ ~ ~o~5t ~ ~e0 ~ +c, a,^~e~~ S ~~ ~~ ~~° ~~ ~ ~- UNITID STATES COAST AND GEODh'PIC SURVEY First-order leveling the pavement. A standard diak, stamped "530.225 W 26 1933" and eat in the top oP a concrete poet projecting about 8 inches above ground. (161.613 meters or 530.225 feet.) X 26.--In Grays Harbor County, about 12.5 miles south along II.S. Highway 101 from eats JefPeraon County, about 0.4 mile northwest of the bridge over Raft River, about 195 feet southesat of the northwest end of a northwest-and-southeast tangent, 90 feet north of a gravel pit, about 5 feat east of pole 1267, 34 feet northeast of the center line oY the highway, and about 2 Peet lower than the pavement. A standard.diak, stamped "435.153 X 26 1933" and net in the top oP a concrete post projecting about 6 inahes above ground. (132.635 meters or 435.153 feet.) Y 26.--In Grays Harbor County, about 10.4 miles south along U.S. Highway 101 from eats Jefferson County, about 2.5 miles northwest of a wooden bridge over Raft River, about 1.7 miles southeast of a cedar-shingle mill, at the southesat end of a 475- foot out et the beginning o£ s fill, 28 feet southeast of pole 1320, 31 Peet northeast of.-the center line of the highway, and about 3-1/2 feet lower than the pavement. A standard disk, stamped "430.114 Y 26 1933" and set in the top of a concrete post projecting about ~7 inches above ground. (131.099 me tare or 430.114 feet.) Z 26.--In Grayer Harbor County, about 8.2 "S lea south along U.9. Highway 101 from oasts, Jefferson County, about 1.0 mile east oP Jefferson County District 20 grade-school building, on a tangent, about 0.5 mile west of a cedar-shingle mill, about 0.4 mile east of a T-road leading north to Kelley Ranch, about 21 feet east oP pole 1377, 33 Feet north oP the center line oP the highway, and about 2 Peet lower then the pavement. A standard diak, stamped "252.335 Z 26 1933" and set Sn the top of a conorete post projecting about 6 inches above ground. (76.912 maters or 252.335 feet.) A 27.--About 6.1 miles south along U.S. Highway 101 from sett JePferaon County, about 0.2 mile west of JefPe rson County District 20 grade-school building, on an east-and-west tangent, 80 feet southeast o£ pole 1428, 45 feet south of the center line oP the highway, and about 3 feet lower than the pavement. A standard diak, stamped "184.547 A 27 1933" and set in the top of a concrete post projecting about 6 inches above ground. (56.250 meters or 184.547 feet.) B 27.--About 4.2 miles south along U,S. Highway 101 from eats, Jefferson County, on a northeast-and-southwest tangent, at the Jefferson-Grays Harbor county line, about 60 feet northeast of pole 1475, 23 feet north of the county-line post, 35 feet north- west. of the center line of the highway, and about level with the pavement. A standard diak, stamped '146.342 B 27 1933" end set in the top of a conorete post projecting about 7 inches above ground. (44.505 meters or 146.342 feet.) C 27.--In Crays Harbor County, about 2.0 miles south along U.S. Highway 101 from seta, Jefferson County, about 165 feet ~weat oP the east end oP an east-sad-went tangent, about 120 feet southeast across the highway from pole 1528, 40 feet south of the center line of the highway, and about level with the pavement. A standard diak, stamped "103.294 C 27 1933" and net in the top of sconcrete post projecting about 7 Snchea above ground. (31.484 ~metora or 103.294 feet.) D L7.--About 0.2 mile north along II.S. Highway 101 from ~eeta JefPeraon County, about 100 Peet south of the north end of the ooncreta and steel bridge over Quests River, in the top of the east concrete railing, about 12 feet east oP the center line of the pavement, and about 3-1/2 Peet higher than the pavement. A standard diak, stamped °44.570 D 27 1933." (13.585 meters or 44.570 feet.) E 27.--About 2.4 miles north along U,S. Highway 101 from sate, Jefferson County, about 2.9 mi lea south of the station at Raleloch on s tangent, about 95 feet east of the mein entrance to the A. Ashenbrenner Standard 011 service station, 33 feet east of the center line of the highway, in line with a row of poles, 80 feet south of pole 1636, and about 3 feet higher than the pave- ment. A standard diak, stamped "65.220 E 27 1933" and net in the top of a concrete post projecting about 8 inches above ground. (19.879 meters or 65.220 feet.) F 27.--About 4.6 mi lea north along II.9. Highway 101 from seta, JefPeraon County, about 0.7 mile south of the station at Kalaloch, on-s tangent, about 110 Peet northwest across the high- way from pole 1687, 42 feet west of the center line of the highway, and about level with the pavement. A standard disk, stamped "50.453 F 27 1933" and set in the top of a concrete poet projeot- ing about 6 inches above ground. (15.378 meters or 50.453 feet.) G 27.--About 6.5 miles north along U.S. Highway 101 from seta, JePferaon County, about 1.2 miles north of %sleloch, about 105 feet went of the west entrance to a highway department garage, in line with the north end of the garage, about 60 feet west of the center line of the highway, 3 feet west of a wooden guard rail, and 2 Peet east of the edge of the bluff. A atanderd disk, stamped "38.740 G 27 1933" and net in the top of a concrete poet projecting about 5 inohea above ground, (11.808 meters or 38.740 Peet.) NOTE.--Ia June 1939 it was reported that this bench mark was Sn danger of destruction due to further erosion of the bluff. G 27 RESEP .--About 6.5 miles north along U.S. Highway 101 from sate, Jefferson County about 1.2 miles north of Kaleloch, about 4.5 Peet northwest of the northwest corner of a highwq~ de- partment garage, and about 35 feet east of the center line of the highway. A standard disk, stamped "G 27 RESEP 1939" end set in the top oP a aoncrete-filled the projecting about 4 inches above ground. (38.254 feet.) NOTE.--This bench mark was established and its elevation de- termined by engineers of the U.S. Forest Service in February 1940. -3 Aberdeen to Twin Rivers. 'Nashington. H 27.--About 8.7 miles north along U.S. Highway 101 from ueets, Jefferson County, about 3.3 miles north of Kalaloch at the north end of a 525-foot cut, at the bottom of a grade, at the south end of a 225-foot fill, 36 feet west of the center line of the highway, and about 1 foot higher than the pavement. A stand- ard disk, stamped "119.278 H 27 1933" and set in the top of a con- crete poet projecting about 6 inches above ground. (36.356 meters or 119.278 feet.) J 27.--About ,10.8 miles north along U.S. Highway 101 from sets, Jefferson County, about 880 feat southeast of Steamboat Creek, on a nor there st-and-southeast tangent, about 250 feet north- west of the top of a grade, 18 feet north of a 4-foot hemlock stump projecting about 8 feet above ground, 36 feet southwest of the center line of the higi:way, and about 3 feet lower than the pavement. A standard disk, stamped "98.320 J 27 1933" and set in the top of a concrete poet pro,je cting about 6 inches above ground. (29.968 meters or 98.320 Peet.) K 27.--About 13.0 miles north along U.S.~Highway 101 from eats, Jefferson County, about 0.3 mile south of the Ruby Beach amp office building, on a 0.3-mile tangent bearing north arri south, at the south .end of x400-foot grade leading north, at the south end of s 150-foot fill over a small creek, 32 feet east of the center line of the highway, about level with the pavement, and at the base of a 6-foot sloping earth bank. A standard diak, star,:ped "106.755 K 27 1933" and set in the top of a concrete post projecting about 4 inches above ground, (32.539 meters or 1C6.755 feet.) L 27.--About 15.3 miles north along U.S. Highway 101 from seta, Jefferson County, about 2.3 miles south of the concrete bridge over Braden Creek, about 1.7 trl les south of a road leading northwest to 011 City, about 300 feet northeast o£ the southwest end of a tangent, about 25 feet southwest of the northwest end of an 18-inch cone rata culvert, under the southeast edge of a 5-foot cedar stump projecting about 12 feet above ground, 36 feet north- west of the center line of the higheray, and about level with the highway. A standard disk, stamped '178.533 L 27 1933" and set in the top of a concrete cost projecting about 7 inches above ground. (54.417 meters or 178.533 feet.) K 27 .--About 17.6 miles north along U.S. Highway 101 from itueets, Jefferson County, at the concrete bridge over Braden Creek, 14 feet northwest of the center line of the highway, in the top of the southwest end of the nor there st concrete railing, and about 3-1/2 feet higher than the pavement. A standard disk., stamped "87.460 bf 27 1933.° (26.658 meters or 87.460 feet.) 21 27 .--About 19.2 miles north along U.S. Highway 101 from eats, Jefferson County, at the concrete bridge over Nolan Creek, 14 feet east of the canter line of the highway, Sn the top of the southwest end of the southeast concrete railing, and about 3-1/2 feet higher than the pavement. A standard disk, stamped "108.340 N 27 1933." (33.022 meters or 108.340 feet.) P 27.--About 21.3 miles north along U.S. Highway 101 from eets,Jef£erson County, about 4.4 miles south of the concrete an3 steel arch bridge over Hoh River, about 770 feet west of s 6- by 12-foot rectangular concrete culvert, about 170 feet east of a highway curve sign on a 0.3-mile tangent bearing east and west, 32 feet southeast of a 3-1/2-foot heulock tree, 30 feet north o£ the canter line of the hl~hway, and about level with the pavement. A standard disk, stamped 151.086 P 27 1933" and set in the top of a 10-inch concrete post projecting about 8 inches above ground. (46.051 meters or 151.086 feet.) Q 27.--Zn Jefferson County, about 18.1 miles south along U.S. Highway 101 £rorr. the intersection of Acice rly Street and Forks Avenue at Forks, Clallar.: County, about 1.2 miles south of the con- crete and steel arch bridge over Y,oh River, at the east end o£ a 0.3-mS le tangent bearing east and era st, about 750 feet west of a 1-story shale house, 24 feet south of a 4-foot spruce tree, 39 feet north of the center line of the highway, and about level with the pavement. A standard disk, stamped 155.715 @ 27 1933" and set in the top of a concrete post projecting about 8 inches above ground. (47.462 maters or 155.715 feet.) R 27.--In Jefferson County, about 16.0 miles south along U.S. Hi gYrrray 101 from the intersection of Ackerly Street and Forks Avenue at Forks, Clallem County, at the south end of the concrete and steel arch bridge over Hoh River, in the top of the south end of the east concrete railing~, 13 feet east o£ the center line oP the highway, and about 3-1/2 feet higher than the pavement. A - standard di sic st a,-::p ed "237.650 R 27 1933." (72.436 meters or 237.650 feet.j S 27.--In Jefferson County, ab cut 13.5 Hiles south along U.S. Higheray 101 frog: the intersection of AcY.orly Street and Forks Avenue at Forks, Clallart County, about 6.1 miles south of the Clallem-Jefferson county line, about 2.5 miles north of the con- crete and steal arch bridge over Hoh River, about 0.5 mile north of the Upper Iioh Valley road leading northeast, about 210 feet northwest o£ the southeast end of a 0.2-rid le tangent, about 110 feet northvre st of a 4-foot cedar stump projecting about 6 feet ali eve ground, 31 feet southwest o£ the canter line of the highv: sy, and about 2 feat hl~,;her than the pavement. A standard disk, stamped "487.203 S 27 1933" an3 set in the top of a concrete post projecting about 6 inc has above ground. (148.518 meters or 487.263 feat.) T 27.--In Jefferson County, about 11.4 miles south along U.S. Highway 101 from the intersection of Ackerly Street and Forks Ave- nue at Forics, Clallam County, about 4.6 nd.les north of the con- crete and steel arch bridge over Hoh River, about 4.0 miles south of the Clellam-Jefferson county line, about 0.3 mile east of a 1.1-mile east-and-west tangent from a cedar-shingle mill, 40 feet west of a 5-foot cedar tree, 36 feet north of the center line of the highway, and about 2 feet loner than tire pavement. A standard disk, stamped "577.197 T 27 1933" and set Sn the top o£ a concrete post projecting ab trot 6 inches above ground. (175.930 meters or 577.197 feet.) 248-25 -4 II 27.--In Jefferson County, about 9.5 mi lea south along U,S. Highway 101 from the intersection of Ackerly Street and Forks Avenue at Forks. Clallam County, about 2.0 miles south of the Clellem-Jefferson county line, on the outside of a curve, about 70 feet southeast of a culvert under a 25-foot fill, 16 feet eouthweat of the aouthesat end of a wire-cable guardrail, 16 feet northwest of a 10-foot vertical earth bank, 28 £eet southwest of the center line of the highway, and about 2 feet lower than the pavement. A standard disk, stamped °530.872 II 27 1933" end set in the to$ of a concrete post projecting about 6 inches above ground. 1161.810 maters or 530.872 feet.) V 27.--About 7.4 miles south along U.S. Highway 101 from the intersection of Ackerly Street and Forks Avenue et Forks, Clallem Countyy, about 1.1 miles south of the steel and conorete bridge over Bogachiel River, about 270 £eet nor thweat of the Clallam- Jefferaon county line, about 210 feet northwest of a 30-foot fill, on the outside of a curve at the base of a hill, 40 feet west of the center line of the highway, and about 1 foot lower then the pavement. A standard disk, stamped "253.992 V 27 1933° and set in the top of a concrete post projecting about 6 inches above ground. (77.417 meters or 253.992 feet.) W 27.--About 6.3 miles south along U.S. Highway 101 from the Snteraecti on of Ackerly Street and Forks Avenue at Forks. Clallam County, at the north end of the steel and concrete bridge over Bogachiel Rioer, in the top of the west end of the north concrete pier, 12 feet west of the center line of the highway, and about 5 feet lower than the pavement. A standard disk, stamped "203.070 W 27 1933." (61.896 meters or 203.070 feet.) X 27 .--About 3.8 miles south along U.S. Highway 1C1 from the intersection of Ackerly Street and Forks Avenue at Forks, Clallaui County, about 220 feet south o£ a highway curve sign, on a 0.'_- mile tangent, about 225 feet north of an 18-inch concrete pipe culvert at the south end of a steep hill, 24 feat nox•th of a 36- inch hemlock stump projecting about 7 feet above ground, 21 feet waet of the center line of the highway, and about 2 feet higher than the highway. A standard disk, stamped °239.343 X 27 1933" and set in the top of a concrete post projecting about 6 inches above ground. (72.952 meters or 239.343 Peet.) Y 27 .--About 1.3 miles south along U.S. Highway 101 from the interaecti on of Ackerly Street and Forks Avenue at Forks, Clellam County, about 0.4 mile west of a wooden bridge over bii 11 Creek, on a 1-mile east-and-west tangent, about 205 feet asst of a north- and-south wire fence, 28 feet north of the center line of the highway, in line with a row of poles, 10 feet west of a pole, 2 feet south of the right-of-way fence, and about 1 foot higher than the pavement. A standaxti disk, stamped "286.066 Y 27 1933" and set in the top of a concrete post projecting about 6 inehea above ground. (87.193 meters or 286.066 feet.) Z 27.--At Forks, Clellam County, at the main entrance to the Qu111aqute High School, in the west face of the concrete founda- tion, about 1 foot south of the south side of the recessed en- trance, and about level with the top of the first step. A stand- ard di ak, stamped °303.556 Z 27 1933" and set vertically. (92.524 meters or 303.556 feet.) A 28.--Destroyed in November 1938. (92.234 meters or 302.604 feet.) A 28 RESET.--At Forks, Clellam County, about 0.1 mile north along Forks Avenue (U.S. Highway 101) from the intersection of Ackerly Street, at survey station 112+72, about 45 yards northwest of the concrete base of the gasoline pumps at the Rainbow Service Station, and 39 feet west of the center line of the highway. A standard di~ak, stamped °A 28 RESET 1938° and set in the top of s concrete-filled tile. (302.604 feet.) NOTE.--This bench mark was established and its elevation de- termined by engineers of the Washington Department of Highways in November 1938. B 28.--About 1.7 miles north along U.S. Highway 101 from the intersection of Ackerly Street end Forks Avenue at Forks, Clsllam County, at the junction of the Lapuah-b;ora highway leading west, about 55 feet north of a 48-inch fir stump projecting about 4 feet above ground, in the center of the junction triangle, 15 feet eouthweat of a pole, 37 feet west of the center line of the high- way, and about level with the highway. A standard disk, stax:;ped °295.360 B 28 1933" and set in the top of a concrete post project- ing about 6 inches above ground. (90.026 meters or 295.360 feet.) C 28.--About 2.9 miles north along U.S. Highway 101 from the intersection of Ackerly Street and Forks Avenue at Forks, Clallam County, at s concrete bridge over Soleduck River, 14 feet south- east o£ the center line of the highway, and in the top of the southeast end of the eouthweat concrete abutment. A standard disk, stamped "231.368 C 28 1933," (70.521 meters or 231.368 feet.) D 28.--About 5.0 miles north along U,S. Highway 101 From the interaecti on of Ackerly Street and Forks Avenue at Forks, Clellem County, about 95 feet north of pole 46-4, 66 feet north of a T- road leading east to Gaydeeki Ranch, 30 feet east of the center line of the highwaty and about level with the pavement. A ataad- ard disk, stamped '297.926 D 28 1933" end sat in the top of a concrete post projecting about 7 inehea above ground. (90.E08 metara or 297.926 feet.) E `LB.--About 7.4 miles north along U.S. Highway 101 from the intersection of Ackerly Street and Forks Avenue at Forks, Clellam County, about 5.7 mi lea south of the junction of State Highway 9-A at Sannho, about 0.1 mile north of Lake Creek bridge, at the eouthweat end of a long tangent, about 130 feet southwest of a highway curve sign, about 70 feat north across the highway from pole 43-20, about 25 feet northwest of the center line of the highway, and about level with the pavement. A standard disk, stamped "347.860 E 28 1933" end set Sn the top of a concrete post projecting about 6 inehea above ground. (106.026 meters or 347.860 feet.) F 28.--About 3.7 miles south along U.S. Highway 101 from the junction of State Highway 9-A at 9avpho, Clsllem County, on a Plat, about 130 Peat southeast of the southeast corner of the State Forest Fire Association building, 12 feet southwest of pole 41-24, 36 feet south of the oenter line of the highway, and about level with the pavement. A standard disk, stamped °402-.092 F 28 1933" and set in the top of a conorete poet projecting about 7 inches above ground. (122.558 meters or 402.092 feat.) G 28.--About 2.1 miles south along U.S. Highway 101 from the junction of State Highway 9-A at Sannho, Clellem County, about 0.1 mile northeast of the post office at Beaver, about 125 feet north of the north corner of a small house, 40 feet northwest of the center line of the hi~hway, and about level with the pavement. A standard disk, stamped 502.748 G 28 1933" end set Sn the top of a conorete poet about level with the ground. (153.238 meters or 502.748 feet.) H 2B.--About 0.5 mild south along U.S. Aighway 101 from the - junetion of State Righway 9-A at 9a hoho, Clallam County, about 430 Peet west of the west entranae to YPeatlande Camp, at the aon- arete bridge over Beaver Creek, 22 feet east of the west aonarete abutment, in the top of the north concrete railing, 12 feet north of the center line of the highway, and about 3.3 feet higher then the pavement. A standard disk, stamped "417.424 H 28 1933." (127.231 meters or 417.424 feet.) J 28.--At S9Uph0, Clallam County, about 225 feet northeast of the Junction of State Aighway 9-A and U.S. Highway 101, on a flat, about 210 feet northesat of the gasoline pump at the Junction Ser- vice Station, 25 feet southeast of the center line of the highway, and about level with the highway. A standard disk, stamped °459.436 J 28 1933" end set in the top of a nono:'sto post project- ing about 6 inches above ground. (140.037 maters or 459.438 feet.) K 28.~--About 2.1 miles northeast along State Highway 9-A from the junction of U.S. Highway 101 at Saonho, Clellem County, at the boundary si gnpoat of the Olympic National ~'orea t, about 545 feet west of the west abutment of the ate el girder bridge over Beaver Creek, on the outside of a sharp curve, about 25 £eet eouthweat of the center line of the highway, a7d about level with the highway. A standard disk, stamped "67.912 K 28 1933" and set in the top of a concrete post projecting about 6 inches above ground. (142.620 metara or 467.912 feet.) P.T.S, 36 (U.S.G.S.).--About 3.7 miles northeast along State Highway 9-A from the junction of U.S. Highwa}+ 101 at S6DPh0, Clallam County, about 90 feet northeast of the center of s wooden bridge, about 75 feet west of a 30-foot rock ledge, on the outside of a curve, 15 feet north of the center line of the highrtay, about level with the highway, and at the foot of a steep eloping hill. A IInited States Geological Survey standard cap,-stamped °576.429 FT. PRIN. TRAV. STA. N0. 36 575 1917° and riveted on the top of s 3-1/2-inch iron pipe encased in concrete and projectin about 6 inches above ground. (175.696 meters or 576.429 feet.) L 28.--About 5.5 miles northeast along State Highway 9-A from the junction of U.S. Highway 101 at Sappho, Clallem County, about 5-1/2 miles south of the junction of the highway to Clallam Bay, at a wooden bridge over Canyon Creek, directly under an abandoned high-timber railroad trestle, about 20 feet south o£ the south aorner of the bridge, 21 feet east of the aentar line of the high- way, about 7 feet lower then the highway, and in the top of a rook ledge. A standard diskst stamped "643.358 L 28 1933," (196.096 metara or 643.358 feet.! P.T.S. 35 (U.S.G,3.).--About 7.4 miles northeast along State Highway 9-A from the junction of U.S. Highway 101 at SflDAhO, Clallem County, about 3.6 miles south of the junction of the high- way to Clsllam Bay, about 0.1 mile eouthweat of the southwest bridge of twin wooden bridges located about 0.1 mile apart, about 0.1 mile northwest of the northwest bridge of twin wooden bridges located about 0.2 mile apart, at the middle o£ a sharp curve cut through a steep mountain spur extending zest toward s tributary of the Pyaht River, directly over a rock tunnel of a logging rail- road cut through this mountain spur, 36 Feet west of the center line of the highway, and about 3 feet higher than the highway. A United States Geological Survey standard cap, stamped "762.439 FT. PRIti~. TRAV. STA. N0. 35 761 1917° and riveted on the top of a 3-1/2-inch iron pipe encased in concrete and projecting about 9 inches above ground. (232.392 meters or 762.439 feet.) bt 28.--Destroyed in the summer of 1933. (91.681 meters or 300.790 £eet.) N 28.--About 5.8 miles west along State Highway 9-A from Pvsht, Clsllsm County, at the junction of the highway leading to Clsllam Bep, on a flat, about 50 feet northeast o£ the center of the triangular junction, about 27 feet north of the center line of State Highway 9-A, about 5 feet southeast of the southeast aide of s 6- by 6-foot wooden shelter, and about level with the highway. A standard di ak, stamped "171.978 N 28 1933" and set in the top of a concrete post projecting about 2 inches above ground. (52.419 meters or 171.978 feet.) - P 28.--About 3.7 miles west along State Highway 9-A from Pysht, Clsllam County, about 2.1 miles east of the junction of the highvray leading to Clsllam Bay, about 0.2 mile northeast of a wooden bridge over a small creek, 35 feet northeast of pole 24-11, and 30 feet southeast of the center line of the highway. A stand- ard disk, stamped °54.367 P 28 1933" and set in the top of a con- crete post projecting about 2 inches above ground. (16.571 meters or 54.367 feet.) Q 28.--About 1.6 miles west along State Highway 9-A from Pv aht, Clellam County, on the inside of a curve, about 50 feet southeast of pole 22-10, about 27 feet south of the center line of the highway, on a flat in a grove of large spruce trees, and about 42 feet east of a 7-foot spruce tree located 25 feet east of en 8-foot spruce tree. A stand and disk, stamped °29.990 Q 28 1333° and set in the top of a concrete poet about flush with the ground. (9.141 meters or 29.990 feet.) 245-26 E S g BoMo Ad ° ted Elevation BB®M~ Adjusted Elevation Meters) (Feet) (Meters) (Feet) L 13 (UoSoGoso) 1220363 4010453 ~ 27 77 453 254 110 L 13 RESET 4010081 W 27 610933 203 192 F 26 650688 2150511 X 27 72989 239 465 Q 26 660666 218x720 Y 27 870232 2860194 R 26 125°577 411 997 ~ 27 92 563 3030684 S 26 1240007 4060846 A 28 920272 30 2 729 ~' 26 154°377 506485 A 28 RESET 3020729 U 26 1500050 4920289 B 28 900065 2950488 V 26 1700281 5580664 C 28 70°561 231 499 W 26 1610633 53®0291 D 28 900848 2980057 X 26 1320655 4350219 E 28 1060069 3470995 Y 26 131x120 4300183 F 28 122°600 4020230 ~ 26 760934 252 408 G 28 1530280 5020886 A 27 560273 1840622 H 28 1270274 41 7 565 B 27 1~4 0 628 146 0417 ~ 28 140 0 080 459 579 C 27 310508 1030372- K 28 1420664 4680057 D 27 130610 440652 PoToSo 36 (UoSoGoso) 175 740 576574 E 27 190904 650302 L 28 196°141 6430506 F 27 150404 500538 PaTaSo 35 (UoSoGoso) 232 437 7620587 G 27 110834- 380825 M 28 910726 3000938 G 27 RESET 380339 N 28 52°464 1720126 H 27 360384 1190370 P 28 16.,615 540511 J 27 29°996 980412 4 28 9015 300134 K 27 320568 1060850 R 28 40272 140016# L 27 540447 1780632 l0 (UoSoGoso) 30206 100518 M 27 260689 870562 S 28 690530 2280116 N 27 33 053 1080441 T 28 570604 1880989 P 27 460083 1510191 U 28 580154 190 794 Q 27 470494 155 820 ~ 28 490219 1610479 R 27 720469 237 759 W 28 710668 2350131 S 2? 1480552 4870374 ~ 28 1020873 33705®9 T 27 175 965 577 312 Y 28 170x131 5580171 U 27 1610845 5300986 #Leveling by this Bureau in 1942 indieates that the present elevation of benoh mark R 28 is 40265 meters or 13°993 feeta •_~ `a ~ ~~ .~~~i a 2 3 DNITID STATES COAST ANA GEODETIC SURVEY First-order leveling R 28.--At sht, Cle.l lam 0ounty, about O.lmlle southwest along State f?ighway 9-A from the 4-corners, about 140 feet south of the southeast entrance to a frame school building, about 92 Peat southwest of the entrance gate, 22 feet northwest of the center line of the highway, 12 £eet northeast of the south corner of the school fence, and 2 Peet southeast of the fence, and level with the pavement. A standard disk, stamped "13.875 R 28 1933" and .set in the top of a concrete poet projecting about 8 inches above ground. (4.229 meters or 13.675 feet.) 10 (U.S.G.S.).--About 0.5 mile northeast along a road to Pysht Bay from the 4-corners at Pvsht. Clellam County, about 225. feet southwest of the beach at Pyaht Say, 18 feet northwest oP the northwest corner of the former post office and L7e ether Bureau station building (now occupied as a dwelling), 6 feet south of the center line of the road north of the building, and about level with the road. A United Staten Geological Survey standard cap,- atamped "10.374 FT. 10" and riveted on the top of a 3-1/2-inch iron pipe projecting about 3 inches above ground. (3.162 meters or 10.374 £eet.) 3 28.--About 2.0 miles east along State Highway 9-A from Pvsht, Clallam Cdunty, about 1.6 miles west of a wooden bridge over a gulch, 60 feet northwest of pole 18-27, 21 feet northeast o£ the center line of the highway, and about 5 feet northeast of a line between adjacent telephone poles.. A standard disk, stamped °227.982 S 28 1933° and set in the top of a concrete post projecting about 6 inches above ground, (69.489 meters or 227.982 feet.) T 28.--About 4.0 miles east along State Highway-9-A from Ppsht, Clallem County, about 0.8 mt le west of a wooden bridge over a small creek, about 30 feet north of the south end of a 0.1- u31e tangent bearing north and south, 27 feet west of the center line of the highwa~ and about level with the pavement. A stand- ard disk, stamped 188.861 T 28 1933" end set in the top of a concrete post projecting about 7 inches above ground. (57.565 meters or 188.861 feet.) U 28.--About 6.1 miles east along State Highway 9-A from Pvsht, Clellam County, about 5.4 miles vre st of the junction of the road leading south up a hill to the abandoned railroad town of Twin Rivers, about 0.8 mile west of the bridge over Deep Creek, at the top and west of a steep winding grade, about 395 feet vrest of a curve, 25 feet north of the center lino of the highway, and 12 feet northeast of a pole. A standard disk, st arlped "190.672 U 28 1933" end set in the top bf a concrete post projecting about 8 inches above ground. (58.117 meters or 190.672 feet.) V 28.--About 8.3 miles east along State Highway 9-A from Pysht, Clallam County, about 3.1 miles west of the junction of the road leading south up a hill to the abandoned railroad town of Twin Rivers, about 40 feet west of a 0.1-mile tangent bearing east and west, about 50 feet southwest of a pole on the north side of the highway, about 2 feat higher than the pavement, and at the foot~oY a 6-foot earth bank. A standard disk, stamped "161.365 V 28 1933" and set in the top of s concrete °ost about level with the ground, (49.184 meters or 161.365 feet.} 1Y 28.--About 10.2 n;i les east along State Highvray 9-A from Pvsht, Clallam County, about 1.2 miles west of the junction of the road leading south up a hill to the abandoned railroad to}m of Twin Rivers, 70 feet west of a wooden gate, 66 feet southeast of e pole, about 48 feet south o£ the center line of the highway, and about 3 feet north of a 3-foot vertical earth bank. A stand- ard disk, stamped "235.016 '~~ 28 1933" and set in the top of a con- crete post projecting about 4 inches above ground. (71.633 meters or 235.016 feet.) For additional bench marks in this vicinity, see "Twin Rivers to Olympia, 'Nashington." X 28.--About 12.0 ndles west along State Highway 9-A from J09C6, Clallam County, about 1.5 nd les east of the junction of the road leading south up a hill to the abandoned railroad town of Twin Rivers, about 1.2 miles east of the East Twin River bridge, on the outside of a sharp curve, about 115 feet north of the center line of a drivevray to eding east to a small farmhouse, about 40 feet south of a pole, 21 feet east oP the center line of the highway, about 4 feet :vest of t:.e right-of-way fence, and about level with the pavement. A standard disk, stamped °337.401 :{ 28 1933" end set in the toc of a concrete post projecting about 3 inches above ground. (102.840 meters or 337.401 feet.) Y 28.--About 10.9 miles west along State riighvray 9-A from Joyce, Clallan: County, about 2.6 miles east of the junction of the road leading south up a hill to tY.e abandoned railroad town of Tcan Rivers, on the inside of a sharp curve, about 70 feet north o£ pole 7-29, about 26 fe et~east of the center line of the highway, and atiout level vri th the highway. A standard disk, st a,:.ped "558.066 Y 28 1933" and set in the top of a concrete post projecting abed 5 inches above ground. (170.C99 meters or 558.066 feet.) End of the line. -5 Aberdeen to Twin Rivery Washinrtton. FCB February 25~ 1943 Standard elevations based on the Sea level Datum of 1929 through the medium of the Neah Bay9 Washo9 Supplementary Adjus t went of 1943y for the bench marks descz°ib~ ed in this list are given belowo These elevations SUPERSEDE those published in this list and those stamped on the benehm mark disksa BaMo Ad °usted Elevation (Meters Feet ABERDEEN 50687 180658 Tidal 4a 20280 70480 Tidal 2 30217 100554 x 25 30262 100702 Y 25 30639 110939 L 1 (UoSoGoSo) 4483 140708 Z 25 2m894 9 495 L 2 (UoSoGoSo) 5x132 160837 A 26 50397 170707 B 26 210367 700102 C 26 35933 1170890 L 4 (UoSoGoSo) 47488 155 800 L 4 RESET 1550836 D 26 650017 2130310 L 5 (UoSoGoSo) 980237 322 299 L 5 RESET 322033 E 2b 600291 1970805 L 6 (UoSoGoSo) 51 398 1680628 F 26 45 754 1500111 L 7 (UaSoGoso) 440801 1460985 G 26 660892 2190462 L 8 (UoSoGoSo) 390845 1300725. H 26 43 594 143 025 d 26 810 063 265 954 L 9 (UoSoGoSo ) 72971 239406 K 26 105 ~ 854 347 289 L 10 (UoSoGoSo) 132 713 435~4~9 L 10 RESET 435~1g9 L 26 157865 5170929 L 11 (UoSoGoSo) 1360467 447 725 L 11 RESET 445 234 M 2b 1120485 369045 L 12 (UoSoGoSo) 123 549 4o5a344 L l2 RESET 4050163 N 26 147 0 084 482 558 24g-z7 • HEPL9C~S LZST lib' i.P.S7RIPTl~tiSr'JR LINE 105 DATrD i•ie,r.CH 23, 1953 PUBLISHED AND PRINTED BY: U.S. DEPARTMENT OF QOMMERCE COAST AND GEODETIC SURVEY WASHINGTON D.C. Bench I9 ark Adfusted Elevation (Meters) ZFeet~ B 19 19.725 64.714 B 20 29.070 95.374 TWIN RM 1 2.061 6.762 TWIN 2.470 8.10!} TWIN RM 2 2.060 6,759 LAR_E RM 2 2.Kg8 8.524 LAIC 2.998 9.836 PAYDAY RM 1 1.$74 5.16J} 2 47.315 155.233 C 36.269 118.993 C 3 53.856 176.693 ~ 5 60.560 148.687 64.255 210.810 C 6 59.55 195.387. ox (usE) 57.47 188,576 VERTICAL CONTROL DATA by the Coast and Geodetic Survey SEA~LEVEL DATUM OF 3929 line 7.-- 1.2rii, SB of Couneville via Whidbey Inland - NAS Outlyin~ Meld to 6,3 Mi. SE of Coupeville (ttSGS) 2 6 Y 344 .199 2 0.784 Z 344 58.901 193,244 53 RS (L`SGS) cA 1 (IISE) ~ 60.17, 6o.b3~u 197.421 190 943 . J 328 59.748 196.023 K 328 58.652 192•LE27 ` HIGH POIT_JT 193,1 L 328 58.505 191.945 Description of 25-26-32 D (IISBR) 2.05 miles south of Clinton 25-26-32 D (L~SBR),---0.15 mile southeast along State Highway 1 D from the post office at Clinton, Island County, thence 1.85 miles south along . an asphalt and gravel road, thence 100 yards esst across a clearing, 90 Teet north of the center of a dim track road which follows the south side of the clearin@, 12 feet east of e lone 18-inch pine tree, set ver- tically in the east side of a lone 18 a 30-inch granite boulder that projects about 3 feet above the ground, Stamped "25-26-32 D°, This bench reark_ was estebliahed by a Coast and Geodetic Survey party supervised by Clarence Symns, Jr, in July 1959. PAGE N0, 3 105 WASH. NOVErLLR 1960 F.EPLACES LIST Gs I1„SCPIPTIONS FOR LZNE 105 DATES BSAkCH 23, 1953 PUBLISHED AND PRINTED BY: U.S. DEPARTMENT OF C0;8MERCE COAST AND GEODETIC SURVEY WASHINGTON D.C. PAGE N0. 1_ 10$ WASH. NOVEMBER 1960 ` 122°30' v ~ ~ o • 1~.6 Mi. SE of Anacortes to 2.8 Mi. S oi' Clinton, Whidbey Island Washington The field work was done from August to October 1952 by a party supervised by J. R. Plaggmier. Line Title pale 1..... 1y.6 Mi. SE of Anacortes via Oak Harbor to 2.9 Mi. S of Clinton .. ........................................... 2 2..... 1.9 M1. S of Deception Pass to Ala Spit ................ 19 3..... Loop at-NAS Ault Field ................................. 20 lt..... NAS Ault Field via Torpedo Road to Forbas Point........ 24 5..... l.b Mi. E of Oak Harbor to 6.b Mi. E oi' Oak Harbor..... 29 6..... 3.1 Mi. N of Oak Harbor via Stocky point Picnic Grounds to 1.8 Mi. N of Oak Harbor .......................... 31 7..... 1.2 Mi. SE of Coupeville via Whidbey Island NP_S Outly- ing Field to 6.3 Mi. SE of Coupeville ............... 37 ~ COUPEVILLE 7 VERTICAL CONTROL DATA by the Coast and Geodetic Survey SEA~LEVEL DATUM OF 1929 EtEP.[,_9C~S L1~4' :ib' „riiri'~:J:: F~-; LINE 105 DAT'~ i•1AitCH 23, 19[3 PUBLISHED AND PRINTED BY: U.S. DEPARTMENT OF COMMERCE COAST AND GEODETIC SURVEY WASHINGTON D. C. Line 1.--u .c ]a. SIS oi' Anacortes vie Oak Harbor to <.9 :~ ~ :, o£' C1L-,tcn DESCRIPTION OF BENCH MARK Designation 41 R S (USGS) State YJashington County S}:agit Nearest town Anacortes County Skagit Distance and direction from nearest town q,b miles southeast Character of mark Bronze disk Stamping /~}, h S 30 1940 Established by U. S. Geological Survey Detailed description4,b miles southeast along State Highway 1 from the post office at anacortea, at the junction of State Highway ill, 2S~ Test north of the center line of highway 1, 17.2 feet southeast of a 2~-foot stump, 5.5 feet west of the south- west comer of the concrete base of a bill board, 2.2 feet west of a witness poet, 1 foot east of the prolongation of the center line of highway ill, about 7 feet higher than the highway, and set in the top of a concrete post flush with the ground. DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT Extra Foresight No. l State Washington County Skagit Distance and direction from bench mark At 41 R S (USGS) Detailed description At the surface of the approximate center of the "T' junction of State Highways 1 and 1L. DESCRIPTION OF BENCH MARK Designation C 343 State Washington County Skagit iJearest town Anacortes County Skagit D~star~•ce, and direction from nearest town 4.9 miles southeast Character of mark Bronze disk StampinS C 343 1952 E:=ta.,lisheri by U. 5. Coast and Geodetic Survey L'etoiieo due.crvptionlF.b sdles southeast along State Highway i £rom the post office at Anacortes, thence 0.3 mile south along State Highway lU, between the highway and a Puget Sound Power and Light Company sub-station, about 40 yards south- west of the southwest comer of a white frame house, 26.2 feet east of the center line of the highway, 217 feet south of the center line of a track mad leading east to the sub-station, 13.7 feet west of a ti-foot high fence around the nub-station, 57 feet south of power L.ne pole No.W I-07> 2 fzet south of a witness post, about 2 feet higher than the mad, and set in the top of a concrete post projecting 0.2 foot above the ground. DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT Exr ra Fm~esigfit No.2 State Washington County Skagit Distance and direction from bench mark 0.3 mile south of C 343 Gelzi!ed description At the surface of the approximate center of the "Y" junction of State Highway iii as:d an asphalt mad leading south. DESCRIPTION OF BENCH MARK ~•~~~'~• L 343 State Washington County Skagit .,.;~tc+:n Anacortes County Skagit . ....n,,. and d'vedion from nearest town 5.6 miles southeast .. ,,.. ~r~r ci mark Bronze aiak Stamping D 343 1952 t..;=c. .. i:y U. S. .;oast and Geodetic Survey ..~.,. . ..._.c~lp?ion 4.5 miles southeast along State Highwayl from the post office at Anacortes, thence 1.0 mile south along State Highway lU, in the top of a large granite outcrop projecting about 8 feet above the ground, 1.1t:.0 west of the west comer of a farmhouse, 70.7 feet southeast of the center L+.ne o£ the highway, 33 feet south of the approxirate center of s dirt road leading east to the farmhouse, 48 Peet southeast of power line pole No.W Z-0-23 with a transfomer, and about level with the highway. VERTICAL CONTROL DATA by *.he Coast and Geodetic Survey SEA~LEVEL DATUM OF 1929 DESCRIPTION OF BENCH MARK PAGE NO, Z_ i05 WASii. NOArEi~1L'r~ 1960 Dcsi~na?inn 42 R S (USGS) St.i;c Washington County Skagit N en ors; tav;n Anacortes County Skagit Dicta ncc ar,d diroctinn iron nearest town 6.3 miles southeast Chirac±cr of n,;rrk Bronze disk Stamping 42 R S 64 1940 Established Ly U. S. Geological Survey D:~;,:ilo~; cksnipU~+n 4•o miles southeast along State Highway 1 from the poet office at ~+nacortes, thence 1.7 miles south along State Highway lU, at the "T' junction of Ho sario Beach Hoad, about 2v0 yards north of the northeast point of Lake Cambell, 81.5 feet west of the center line of the highway (measured from the approximate center of a curve, 16.6 feet southeast of the center line of the mad, 47 Peet southwest of a telephone pole, 1.3 feet northeast of a witness post, about 2 feet higher than the highway and about level with the mad, and set in the top of a concrete post projecting 0.1 Soot above the ground. DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT SP' • Extra Foresight No.3 State Washington County Skagit Distance and direction from bench mark At 42 h S (USGS) Detailed description pt the surface of the approximate center of the "T' junction of SP State Highway lU and itosario Beach Hoad leading west. DESCRIPTION OF BENCH MARK Designation E 343 State Washington County Skagit lJ carest town pnacortea County $kagiL Dislance and direction from nearest town b.b miles southeast Chz ra cior of mark Bronze aiak Stamping E 343 1952 E sL:Llishod by U. S. Coast and Geodetic Survey D,',Jlcd descrptlun4.6 miles southeast along State Highrzy 1 from the goat office at Anacortes, thence 2.U miles south along State Highway lU, in the west base of a 10- by 4-£oot outcrop at the west base of a rock hill fading Iake Cambell, 105 feet southeast of and across the highway from the southeast corner of a brown house, 401 feet north of power line pole No.W I 1-23, 39 feet east of the center line of the highway, 177 feet southeast of the center of a wooden gate, 17.6 feet east of a fence, and about 1 foot higher than the highway. DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT SP Extra Foresight No. 4 State Washington County Skagit Distance znd direction from bcr.ch mark G,5 mile southwest of E 343 • Detailed description At the surface of the approximate center of the "T' junction of State Highway ill and a gravel road leading northwest. DESCRIPTION OF BENCH MARK Cesi~nzticn g 343 State Washington County Skagit Nearest town Anacortes County Skagit Dls?zr,ce rand direction from nearest town 7,8 miles southeast Character of mark Bronze disk Stamping F 343 1952 Established by U. S. Coast and Geodetic Survey Uetziled desai,^?ion 4.6 miles southeast along State P.ighway 1 from the post office at Anacortes, thence 3.2 miles south along State Highway 1D, 0.2 mile southwest of the "Y" junction of a mad leading southeast to Leweys Beach, 2 .7 miles north of the south end of ueception Pass Bridge, about 80 yarns northeast of the approxi- mate center of the "T' junction of a dirt mad leading south to a farmhouse, 77 feet southwest of a tall spruce tree with a traiangular blaze, 43 feet northeast of a telephone pole, 32.v feet northwest of the center line of the highway, 167 feet west of the southwest end of a 4-foot high cut on the northwest side of the highway, about 7 foot lower than the highway, and set in the top of a concrete post projecting U.3 foot above the f..mw^.d. • • REP;,AL' ~ LZST Ub' D:,S!,'RIPTIC:^IS r^OR LINE 105 DATED T•iAi;CH P3, 195 PLTPLISHEI) AND PRINTED PY: U.~. DEPARTMENT OF COMMERCE COAST AND GEODETIC SURVEY WASHINGTON D. C. DESCRIPTION OF BENCH MARK VERTICAL CONTROL DATA by the Coast and Geodetic Survey SF.A~LEVEL DATUM OF ]929 Designation DEWEY NO 2 State Washington County Skagit Nearest town Deception Paes County Skagit and Ie]and Distance and direction from nearest town 2.5 ffilea northeast Character of mark Bronze tidal disk Stamping DEWEY Iv0 2 1939 Established by U. 5. Coast and Geodetic Survey Detailed description 2.0 miles north along State Highway 1D from the south and of lleception Pass Bridge, thence 0.2 mile southeast along a gravel road, thence 0.3 mile south along a paved road to the old abandoned llexey Ferry Landing, at Yokeko Point, in the top of bedrock pm ~ecting about 3 Seet higher than the high water mark, 229 feet southeast of the southwest end of the landing, 103.5 feet southeast of the southwest end of a private dock, 85.5 feet north of the north corner of a house, 41.1 feet southeast of s 4- by 4°foot post eet in a aeuare block of concrete pro- ~ecting about 3 feet. DESCRIPTION OF BENCH MARK Designation DEWEY No.l State Washington County Skagit Nearest town lleception Paea County Saagit and Island Distance and direction from nearest town 2.5 miles northeast Character of mark Bronze tidal disk Stamping Day NO 1 1939 Established by U. S. Coast and Geodetic Survey Detailed description, 2.0 miles north along State Highway ill from the south end of Deception Paea Bx3dga, thence U.2 mile southeast along a gravel road, thence 0.3 mile south along a paved road to the old abandoned Dewey Ferry Landing, at Yokeko Point, in the top of bedrock about 1 foot lower than the high water mark, 107 feet southeast of the southwest end of the landing, 23.7 feet north of the southwest end of a private dock, about 20 feet northeast of the shore line, 17.0 feet northwest of the northwest side of a private dock. DESCRIPTiOi : OF BENCH MARK .esignation DEWEY No.3 State Washingtoa~~ County Ska t Nearest town Deception Pass County Skagit sad Island ~ vista nee and direction from nearest town 2.5 miles northeast :hzrader of mark Bronze tidal disk Stamping DEWgy NO 3 1939 stabhshed by U. S. Coast and Geodetic Survey Detailed description 2.0 miles north along State Highway 1D from the south end of Deception ?.ass Bridge, thence 0.2 mile southeast along a gravel road, thence 0.3 mile south along a paved road to the old abandoned llewey Ferry Landing, in the top of bedrock projecting about 7 feet higher than the high water nark, at Yokeko Point, 287 feet southeast of the southwest end of the landing, 161.5 feet southeast of the south- west end of a private deck, 126 feet north of the north one of a group of four spruce trees> 45•b feet northeast of the northeast corner of a residence. DESCRIPTION OF BENCH MARK Ge<~;.-nm±ion D.xtgEY R Y 2 State Washington County Skagit ;,•'::;res~ W~+:n Ueception Pass County Skagit and Island ~'rs;ance znd direction from nearest town 2.5 ffiles northeast Character of mark Bronze reference mark disk Stamping 2 1939 Es±abiished by U. S. Coast and Geodetic Survey Detailed description 2.0 miles north along State Highway 1D from the south and of Deception Pass Bridge, thence 0.2 mile southeast along a gravel road, thence 0.3 mile south along a paved road to the old abandoned Dewey Ferry Landing, at the south point of Yokeko Point, on the Lop of a bank over looking the Deception Pass, Deception Sass bridge is visible from this point, in bedrock, about 250 yards south alorkq the shore line from the Dewey Ferry Landing, 45.5 feet west of DSr~Y triangulation station, 29.8 feet southeast of the south comer of a large rambling house, 8 feet higher than the etation. DESCRIPTION OF BENCH MARK PAGE N0, $ 105 ldn:,H . NOVEDIF.ETi 1960 Line 1 Designation !~W-gy H 1 1 State Washington County Skagit t.'°.r°..t ,~ '" lleception Pass County Skagit and Island Di.ctanm rand <iiri~tion horn Wren-st tuwn 2,5 sdlee northeast ~ C h.r~arar of .n :.k Bronze reference mark disk Stamping 1 1939 i,'Ial,cd IrY U. S. Coast and Geodetic Survey ..~,,,~Ir~d dcs.crinGon 2,0 miles north along State Highway 1D fxom the south end of Deception Pass Bridge, thence 0.2 mile southeast along a gravel road, thence 0.3 mile south along a paved road to the old abandoned Uewey Ferry Landing, at the south point o% Yokeko Point, on the top of a bank over looking Deception Pass, lleception Pass Bridge is visible from this point, in bedrock, about 250 yards south along the shore line from the Dewey Ferry Landing, 38.3 feet southeast of the east earner of a large rambling house, 22.9 feet north of i7EY1EY triangulation station> about 3 feet higher than the station. DESCRIPTION OF BENCH MARK Design at;on llENEY Stato Washington County Skagit 1+r::~r>.; N:,n Deception Paes County Skagit and Island Dut;:n,c and Jhociion from nearest town 2.5 ffiles northeast Ci~~nra Ucr of mark bronze triangulation station disk Stumping E:.t:~6llshcd by U. 5. Coast and Geodetic Surve ~7 1939 Dt,ab::i description y 2.U miles north along State Highway 1D fmm the south and of Deception Pass Bridge, thence 0.2 mile southeast along a gravel road, thence 0.3 mile ;oath along a paved road to the old abandoned Dewey Ferry landing, at the south point of Yokeko Point, on the top of a bank over looking lleception Pass, Deception Pass is visible from this point, in bedrock, about 250 yards south along the shore line from the Levey Ferry Landing, 56.6 feet southeast of the south corner of a large rambling house, about 5 feet higher than the 'high water mark, 5 feet northwest of the edge of a 10-foot-high rock bank. DESCRIPTION OF BENCH MARK Designation G 343 State Nearest to++n Deception Pasa Count Washington County Skagit Distance and direction from nearest town y Skagit and Tel.and Charzcter ci mark 1.8 miles north bxunze disk Stam in EstzbGshed by U. S. Coast and Geodetic Survey p g G 343 1952 Detailed description 1.8 miles north along State Highway 1D from ;he south end of Deception Pass Bridge, in the top of the aertheast end of northwest headwall of a 4- by 6- foot concrete boa culvert, 183 feet west of the approximate center of a nq+r ,junction of a track road leading northwest to Pass Lake, 60 feet north of and across the highway from a power line pole with two guy wires, 13.3 feat northwest of the center line of the highway, and about level with the highway. DESCRIPTION OF BENCH MARK Designation BOAR State Washington ~ County Skagit Nearest town Deception Paes County Skagit and Island Distance znd direction from nearest town 1.3 miles north Character o` mark Bronze triangulation station disk Stamping gI~ Established by U, S. Coast and Geodetic Survey Detailed description 1.3 miles north along State °ighway 1D fmm the south end of Deceptio*i Pass Bridge, at the east boundary of Deception Pass State Park, 100 feet southeast of the southeast shore oP Pass Lake, 56.E feet southeast of the center line oP the ~gh~y, 49 Feet northeast of telephone pole Ho.52, 22 feet east of the southwest end of a fence and a 24-inch fir tree bearing a metal sign reading ^$tate Park Boundary No Hunting", 2,8 feet east of a witness post, about 5 feet higher than the highway, and set in the top of a concrete post projecting 0.6 toot above the ground. REPLACES LIST OF DESCRIPTIONS FOR LINO 105 DATED MARCH. 23, 1953 PUBLISHED AND PRINTED BY: U,S. DEPARTMENT OF COMMERCE COAST AND GEODETIC SURVEY WASHINGTON D. C. DESCRIP710N OF BENCH MARK VERTICAL CONTROL DATA by the Coast and Geodetic Survey SEA~LEVEL DATVN, OF 1929 Designation H 343 State Washington County Skagit Nearest town lleception Pass County Skagit and Island Distance and direction from nearest-town 1.0 mile north Character of mark Bronze disk Stamping H 343 1952 Established by U. S. Coast and Geodetic Survey Detailed description 1.0 mile north along State highway lD from the south end of Deception Pass Bridge,. at the south end of Pass Lske, set vertically in the north face of a rock ledge in the approximate center of a deep cut, 90 yards east of the appro- ximate center of the entrance to the Bowman Bay State Park, 129 feet east of and across the highway from a large maple tree, 49 feet southeast of power line pole No.13919, and about level with the highway. SPUR LINE TO ROSARIO READ DESCRIPTION OF BENCH MARK Designation TENT State Washington County Skagit Nearest town lleception Pass County Skagit and Island Distance and direction from nearest town 1.4 miles northxest C h._racter of mark Bronze triangulation station disk Stamping TFNT EL. 7.10 Estab!ished by U. S: Coast and Geodetic Survey D-ztziled description l.U mile north along State Highway lU from the south end of the Deception Pass Bridge, thence 0,3 mile west along Bowman Ray Hoad, thence 0.1 mile southwest along Fisheries Road, about 150 yards northwest along the long curved shore of Reservation Bay from the east end of the fish hatcheries dock, 137 feet northwest 'of the northwest corner of a parking lot between the park area andfish hatchery, 22 feet east of and atwut $ feet higher than the high water 2.u1e, 14~~feet southwest of a trail, 3.2 feet southwest of a witness post, and set in the top of a concrete post flush •uith the ground. DESCRIPTION OF BENCH MARK .?esignat:nn idFX;K State Yin shington County Skagit "!ee~est town Deception Pass County Skagit and Island 6 t::nce and direction from vearest towr~ 1.~, miles northxest ~J'~,:r,ct~~~r o` r.:.1rk Bronze triangulation station disk Stamping NECK EL.6.32 „r~i~~,.r•e:J by U. S, Coast and Geodetic Survey .. ~.,alics oerription 1.0 mile north along State Highway 1D from the south end of Deception :,:ss Bridge, thence c.J mile west along Bowman Bay Road, thence 0.1 mile south- west along Fisheries Hoad, thence about 400 yards south along a trail and rocky pr.'ant of shore from the east end of the fish hatcheries dock, on a narrow isthmus conr,.ecting Reservation Heads large prominent pennisula,with the main land, in t~+ecept?.on Pass State Park, at the southeast e•1d of Reservation Rey, L+4 feet south org a trail from a tapered. concrete post projecting 1.4 feet incribed. M C, 6 feet east of a trail, 3•b feet west of a witness post, and set in the top of a canerete post projecting 0.1 foot above the ground. i.?ESCRiPTION OF BENCH MARK _,.....,, ,'du•:K Y. 3d State Washington County Skagit _.. .vn ;~c~eption Cobunty Skagit and Island -.. nd .iire:alon from nearest town l.h >mles northwest ..... ~ of mark bronze reference-zoark disk Stamping Ej, 7,92 ri~,~shed by U. S. Coast and Geodetic Survey :..,,, . ~ Jscript!on 1.0 rule north along State Highway 1D from the south end of Deception Pass Bridge, thence 0.3 mile west along Bo~ran Bay Road, thence 0.1 mile south- west slang Fishezies frond, thence about 400 yards south along a trail and rocky point of shore from the east end of the fish hatcheries dock, on a narrow ist'rmus at the eoutheast end of Reservation Bay connecting Reservation Head,a large prominent pennisulajwith the main.lar:d, at the soutH end of the isthrris, 127.2 feet south along the trail from the t1k:CK triangulation station, 66 feet nortYeast of the northeast point of Reservation ?feed, lU feet east of the trail, and net in the top of s concrete post projecting 0.2 foot above the ground. DESCRIPTION OF BENCH MARK PAGE NO• '' 4 TO5 WASH. NOVEMBPfi 1960 Designation MAC$ State Washington County Skagit Nearest towm Deeeptim Pass 7Coumy Skagit and Ia]sud Uistance and direction from nearest town l.if miles northwest Character of mark BronpA t~A 9,tation-station disk Stamping IypC$ }~, 5/y,39 Established by II. S, Coast sad Geodetic Survey Detailed cieseription 1.0 mile north along State Highway 1 D from the south eId Of Deception Pass Bridge, thence 0.3 mile west along Bolriari Bay $oad, thence 0.1 mils aouthrsat along Fisheriee Road, thence about 500 yards west along a good trail from the east errs of the fish hatherie's dock along the near shore of Reservation Hap, oa the northwest shore of the bap, ca top of a rocky ridge axtarsling out into acid oven looking the bap, about 300 feet xeat oP a trail footbridge, about 50 feat higher than the hig;1-water line, in Daceptim Paee State Park, 27 feet southeast a2 the trail, 187 feet north of the south edge of a oliPC, and about 3 feet lower than the trail. Mark net is badxrock. DESCRIPTION OF BENCH MARK Designation EEACK R M State Washington County Skagit Nearest town Deception Pass County: Skagit and Island Dlsta nee and direction from nearest town 1:1,, tailea northwest Character of mark Bronze reference mark disk Stamping ~fA,+•,$ Established by U. S. Coast and Geodetic Survey Dc;ailed description 1.0 mile north along State Highway 1D from the south end of Deception Pass Bridge, thence 0.3 mile west along Bovasan Bay Road, thence 0.1 mile southwest along Fisheries Road, thence about 5~ yards west along a good trail from the seat end of the fish hatcherie's dock followi..reg near the shore line of the Reservation isay, on the north shore of the bay, in the top of a bedrock bluff overlooking 'the bay, about 3~ feet vast of a trail Soot bridge, in lleception Paas State Park, 54.3 feet northwest of (sloping distance) and about X6 feet higher than ldACK triac>uvulation station, 27 feet northwest of and about 13 feet higher than the trail. DESCRIPTION OF BENCH MARK Designation U 343 = BM Flay State Washington County Skagit Nearest town Deception Pasa County Skagit and Island Distance and direction from nearest town 1~ miles northwest Character of mark Bronze disk Stamping U 343 15.90 1934 Established by U. S. Coast and Geodetic Survey Deta'ded description 1.0 mile north along State Highway ill from the south end of Deception Pass Briage, thence 0.3 mile west along Bowman Bay tuiad, thence 0.1 mile southwest along Fisherie's frond, thence about 900yards west along a good trail Prom the east end of the fish hatcherie's aock~fo]lowing near the shore line oY Reservation Bay, on an isth.~mia connecting Rosario Head with the mainland, in Deception Pasa State Park, about 75 yards south of a log and stone park kitchen, about 44 yards north- east. of a wooden stair leading to the beach, 43 feet northwest of the northxest shore of Sharp's Cove, 15 feet southeast of and about level with the trail, and set•i.u the top of a concrete post flush with the ground. DESCRIPTION OF BENCH MARK Designation ROSY State Washington County Skagit Nearest town Deoeption Pasa County Skagit and Inland Distance and direction from nearest town2•oi-r!r miles northxest Character of mark Bronze triangulation station disk Stamping ROSY EL.82.51 1 Estzblished by U. S. Coast and Geodetic Survey Detailed description 1.0 mile north along State Highway 1D from the south end of Deception Pass Bridge, thence 0.3 mile west along Bov~an Bay Road, thence 0.1 mile southwest alongrisherie's Road, thence about 1000 yards west along a good trail from the east end of the fish hatcherie's dock,foLlowing near the shore line of Reservation Bay, cn the Lop of Rosario Head~a high corky penizsula at the northwest ~d of Reser~aatien Bay: oh a rocky sloping crest just =oath of the highest point of the head, in bed- rock, about SO feet higher than the high water lane, in Deception Paes State Park, , 7U feet east of a sheer cliff, 47~ fees', ocuttseast cf the aou.iheaavaost tic tree on Lha peninsula. • $EPLACES LIST OF AESCRIPTIONS FGR . LSNE 105 DATID MARCH zs, x95s VERTICAL CONTROL DATA PAGE N0. 5 , PUBLISHED AND PRINTED BY: by the 105 WASH. U.~. DEPARTN,EN'I` CF COD;D",ERCE Coast and Geodetic Survey COAST AND GEODETIC SURVEY SEA.LEVE L DATUM or 1929 NO~EMSPR 1860 WASHINGTON D.C. Lire 11 ~ DESCRIPTION OF BENCH MARK DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT SP Designation BOSY d ld ~ State Yashington County Skagit Extra Foresight No.S State Washington County Island Nearest town Deception Pass County Skagit and Island Distance and direction irorn bench mark At tsktI l~E (KHU) Distance and direction from nearest iown2~o3+~ miles northwest Detailed description At the center line of State Highway lll at the south end of lleception Character of mark Bronze reference mark disk St::n,ping 2 POSY EL 83.85 Pass Bridge. Established by U. S: Coast and Geodetic Survep Detailed description 1.0 mile north along State Highway 1D Trom the south end of DecepLlon Pass Bridge, thence 0.3 mlie west along Bowman Bay Road, thence 0.1 mile southwest along Fiaherie's Road, thence about 1000 yards west along a good trail fmm the east end of the fish hatcherie s dock following nor the shore line of heservation Bay, DESCRIPTION OF BENCH MARK On the top of Rosario Head,a high rocky peninsula at the northwest end of Reservation Desh~r.aUon 44 R S (USES) State Washington County Inland [tap, on the highest point oT the peninsula, in bedrock, about 80 feet higher than Leception Pasa County Skagit and Island ` ~''~-"~''•" the high water line, in lleception Pass State Park, 115 feet east of a sheer cliff, ( ^ :.~ncc god c. cc:6,n fr~~i„ n<;~rest tuv:n At Deception Psas • 69.8 feet north of BUSY traangulation station, 12 feet southeast of a 14-inch Ci,..~,:c;cr of m:~~k bronz a disk StompinC 44 R S 182 1940 Yadroaa tree, flush with the ground. Esc:!~'~shcd b>' U. S. Geological Survey NOTE: This Is reference mark No. 1 to Tri. Sty. Ro^.;; l 2 iJc;,,!!,~d cicscr!ptiun qt Deception Pass, 156.0 feet south of the south end of Deception erroneous y stamped Pass Bridge, in the top of a 2- by 4-foot boulder, SU feet north of the north end of a rocky cut on the zest side oT the highway, 257: feet south of the east ens of DESCRIPTION OF BENCH MARK two poatasupporting a Department of Highways Historic Sign, 19.3 Peet east of the center line of the highway, and about 2 Seet higher than the highway. Designation HpSY R 1d Z• State Washington County Skagit Nearest town Deception Paes z o County Skagit and Island ~ Distance and direction from nearest town ~rlr mile3 northwest Character of mark Bronze reference mark disk St: mpinp E ,ablished by U. 5. Coast and Geodetic Survey DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT SP Detailed description 1.0 mile north along State Highway 1D from the south aid of Deception Pass Bridge, thence 0.3 mile west along Bovaoan Bay Road, thence 0.1 mile southwest Extra Foresi,eht No. 6 State Vashington County Island along Fisherie's Hoad, thence 1000 yards west along a good trail Trom the east end Distance znd direction from bench mark U.5 mile south of 44 R S (USGS) oT the fish hatcheri e's dock following near the shore line of Reservation Bay, on Detailed description qt the surface of the approximate center of a "T' unction of the top of Rosario Head, a high rocky peninsula at the northwest end of ieservation State Highway 1D and an asphalt road leading west to Granberry Lake State Eark. Bay, about 100 Teet east of the highest point of the head, in the top oT a 6- by 18- foot boulder projecting 4 feet above 't'oe ground, about 80 feet higher than the high water line, in Deception Pass State Park, 104.3 feet northxest oS ROSY triangulation station, 43 feet east of a sheer cliff. END OF SPUR LT NE DESCRIPTION OF BENCH MARK DESCRIPTION OF BENCH MARK Desinatlcn Tidal 5 State Washington County Island Nearestio:,n Deception Pass County Skagit and Zaland _ ,,,nation K 343 State Washington County Skagit Gotznce ::rid direction from nearest to•~+n 1.2 miles south • ~..•es; fawn Leception Pass County Skagit and Island Ch~rzcter or mark Bronze tidal mark dSsk Stampm3 NO 5 1952 Panes and drect:on from nearer', iewn At Deception Pass olished ty U. S. Coast and Geodetic Survey ,.,attar of mark Bronze disk Stamping K 343 Cr4z!led de:cr.,rtion 1.2 miles south along State Highway 1D from the south end of Deception a.Gned h;: U. S. toast and Geodetic Survey ' Pass Bridge, at the "'in junction of a road leading northeast to Cornet Bay, in the D<A::~ ~ed ,iescrlption At Deception Fass, 0.3 mile north of the south end oT Deception Pass top of the southeast corner of a 5- by 10-foot concrete block, 64 Peet north of the Bridge, at the northr~est end of Canoe Pass Bridge, in the top of the northwest end approximate center of the "r' ,}unction, 39~ feet west of and across the highway of the northeast sidewalk 0.5 foot east of the crest corner, 12.0 feet northeast of from a telephone pole, 16.O.feet west of the center line of the highway, 0.6 foot tkse uenter line of the bridge, about 0.5 foot above the floor of the bridge. northwest of the southeast corner of the block, and about 2 Peet 4igher than the highway. Ivoiee The disk wan set at an unknown date, xas stamped this date august 1952• DESCRIPTION OF BENCH MARK i;Fsignation BRIDGE (W7iD) State Washington County Island Nca~cs'town Deception Pass County Skagit and Island ;ante and direction from nearer, town At Deception Pass DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT eF Ch.zracter of mark Brass plug Stamp;n, BRI D3E Es;a'v:fished by Washington State Highway Department Extra Foresight No. 7 State Was ton ~-n8 County Island Ue:z~led description At Deception. Pass, at the south end of the Deception Pass Bridge, Distance znd direction from bench mark At Tidal 5 D L' t d d i i in Lhe top of the west concrete sidewalk, 38.4 feet north of the south end of e a e escr pt on qt the surface of the a roximate center of the "T" ~•a>etion of 1cP the sidewalk, 11.5 feet west of the center line of the bridge, 0.6 foot west of State highway 1D ana an asphalt road leading east. the east edge of the sidewalk, and about 0.6 foot above the bridge floor. REPLACES LIST OF DESCRIPTIONS FOR Llx>r l05 DATED MARCH 23, 1953 VERTICAL CONTROL DATA PAGE No, 6 PUBLISHED AND PRINTED BY: by the U.S. DEPARTMENT OF COMMERCE Coast and Geodetic Survey LG5 WASH. COAST AND GEODETIC SURVEY sEn.~EVe~ DATVM of 1929 NOVEMBER 1960 WASHINGTON D.C. SFUR LItv'2, Ti; ;;~.^ri?;iET E:AY DESCRIPTION OF BENCH MARK Desicnation Tidal 4 State Washington County Island Nonrest ic'wn lleception Pass County Skagit and Island Di.a: nr~ and direction from ben rest town 1.5 miles southeast Char,:rtcr ut m;,rk Bronze tidal mark disk St.:n~plnn NO 4 1952 Est;:hlishc',i Uy U. S. Coast and Geodetic Survey G,~t,:fh:d dcscr;pt'ron 1.2 miles south along State Highway ill fzom the south end of Deception Yass Bridge, thence 0.3 mile northeast along Comet Bay Ftoad, in the top of a 4- by 20-foot moss..covered granite boulder projecting about 3 feet above the ground, 104 feet west of and across the highway from power line pole No.ri 1611, 35~ feet northxeat of the center line of the road, about 34 feet north of the south end of a cut, 19 feet north of a fir tree with a triangular blaze, and about 6 feet higher than the road. DESCRIPTION OF BENCH MARK Desls~natlon Tidal 3 State Washington County Island N r;: n'at town Deception Pass County Skagit and Island D~c;anci~ and direction from nearest town 2.2 miles southeast `, ~~.r°,csr of ma.k Bronze tiaal mark disk St:mpln~ NO 3 1952 . Ssi~ed by U. S. Coast and Geodetic Survey ~. '~.~<d desrripfon 1.2 miles south along State Highway 1D from the south end of Deception Pass Bridge, thence 1.0 mile northeast along Comet Bay koad, 0.3 mile southwest of tt:e State Park `vock, in the yard of the residence, o£ '.4r. W. H. Lang, in a flower bad, 134*: feet ^orth of the seater line of the ma?., 97 feet southwest of the south ~:rad oi' a private dock, feet seuih of the high a .er line, 6i feet south of the northeast corner of the yard fence, 26.5 feat east ~ - -:truest comer of the rouse, 1.0 foot southwest of the south gatepost of sngate in~the east side of the surd fence, and set in the top of a concrete post about 0.1 foot below the surface ^.f the ground, DESCRIPTION OF BENCH MARK . ~~~~..aon Tidal 1 State Washington County Island --•'--~~ ~r' Deception Yass County Skagit and Island :d c!irecbrn from n-zms! town 2.6 miles southeast r+ak Bzonze tidal rmrk disk S „^,ping NO 1 1452 >~ U. S. Coast and Geodetic Survey - ,~~ i --c~p..~or i.2 miles south along State Highxap 1D from the south end of lleception Pe. sr. tri agz, thence 1.4 n,i,les northeast along Comet Bay, in the top of a concr!~te case df a".'lag pole ant about flush with the ground, 37.3 feet north of the west corner oi' the dock keeper's House, 31 feet southwest of the,approxisate center of ..,.~ "'P" '^w:ct.on of a E•;rsvel road leading west to a dock, 19 feet south of the rzt.cr line. of ttae road, 0.8 foot northwest of the flab; pole, and atwut ~ foot ~. _~p P.riP tt'ttiY the rroad. DESCRIPTION OF BENCH MARK :o;~ Tidal 2 State Washington County Island ' -...-•.n ueception Pass County Skagit and Island _... ~~•, ri d'~re, c'.•or: ?rnn~. nee ~tsr. town 2.6 miles southeast ~~ ,~•~• rironze tidal mark aisk Starnp~inf; NO 2 1952 ~~ U. S. Coast and Geodetic Survey -~~- •dc-~'..,~.~"•~:1.2 milt;, sr:uth along State Higi:way 1D from the south end of ;,eception Pass Brides, thence _.,r. .,...its northast. along Comet Bay koad, i.r: the Los of the northwera end of thusouthwssL o::e of three concrete rnunts for a tank itank t:as been re_::,vedj e~:closed in a `r-foot high, wood•:t fence, b9 feet rrorkheast of the approri:.,ate center cf Lhe "'t" junction of a gravel road leading northv::;at to the Slate Farb: reek, 50.o feet rcrth rf the nc:~i t: comer of t;te dock l:eec~~r's ;•.-.;;ex•, 2G feet southeast of tY,e center ;.i:,e of t1.a :roxa, and about ~~ foot higi:ez~ ni:an the road. DESCRIPTION OF BENCH MARK DeeL-nation pILE State Washington County Island 'r:~ ,'_„own Deception Pass County Skagit and Island G;~.::nn: and direction f,on, nearest tr,.. , 2,7 miles southeast Ci~ ~r,ctcr of n-~.nk Bronze triangulation station disk Stamping PILE 1939 ' "" s~'~c~d U>' U. S. Cosst and Geodetic Survey Dif,~:il..l dasr,ript ion 1.2 miles south along State Highway lll from the south end of Deception Pass bridge, thence 1.5 miles northeast along G'ornet Bay Road, about 0.1 mile north of the northeast end of the State Park Lbck, 43 feet northwest of the center line of the road, 17 feet north of the north end of a gravel parking area, 9 feet south- east of the high water line, 1.8 feet north of a witness post, about level with the road, and set in the top of a concrete post projecting.l.5 feet above the gmtznd. EN1J OF SPUR LI1vB • DESCRIPTION OF BENCH MARK Desicnation M 343 State Washington Gourity Island Cr rest town Deception Pass County Skagit and Island D{sia ace and direction from nearest ;own 1.9 miles south C.•~;: raster cf mark Bronze disk Stamping ld 343 1952 Es;:a;li;hed by U. S. Coast and Geodetic Survey Detailed dcscriptionl,9 miles south along State Highway 1D from the south end of Deception Pass bridge, shout 155 yards north of the approximate center of the "1+' function of an asphalt road leading east, 83 feet northwest of the northwest comer of a farmhouse, 06 feet south of power line pole .d I 7 16, 42 feet south oY the center line of the driveway leading to the house, 40.1 feet east of the center line of the highway, 2.2 feet southwest of a fence comer, 1.7 Peet south of a witness post, about level with the highway, and set in the top of a concrete post pro- jecting G.5 foot above the ground. DESCRIPTION OF BENCH MARK Designation N 343 Stzte Washington County Island 'J serest b~'.•'n Deception Pass County Skagit and Island Distance anti direction from nearest town 2,5 ;~l,es sonth Chzrzcter of mzrk Bronze disk St=_mping N 343 1952 Es+acl~shto by U. S. Coast and Geodetic Survey Detaled rnscnption 2.5 miles south along State Highway 111 from the south end of Deception • Pass Bridge, at the northwest sage of a clearing, in the top of a large lone boulder projecting about 6 feet above the ground, directly across the highway from a fa.rm}:ocse, about 8G yards northwest of the approximate center of the "Y" junction of an asphalt road leading west, 80.5 feet northeast of the center line of the highway, 7 feet south of the north end of the boulder, and about 6 %eet higher than the highway, DESCRIPTION OF BENCH MARK Designation G 8 36 (IISQ). State Washington ~ County Isl.ead i:earest tcv:n Deception Pasa County Skagit and Island GIs".ante and direction from nearest town 2.5 miles south CF:ara;.ter of mark Bzoaze disk St~,m°{n~ G 8 36 ELEE 104 ' Eeta'uGshed by Corp. of Engineers U. S. Arvty ~~.,~lic•d descripton2.5 miles south along State Highway 1D frvm the south end of Deception Pass Bridge, ir. LhE svuti;wes corua; of a clewing, about 80 garde southeast of a urge lone boulder and B. M. N 343, 54 feet east of the approximate carter of Lhe "r' ,junction of an asphalt mad. 1r~aad:i:~ beep., 27 feet northeast of power line pole Nn.'ii I-8-11, 46~ feet rzortk;east ci the ces,r.e.r ''_?..n.= of the highway, about level sri th tee hi~;hvay, and and set ;.^ the t. , .,, a conc.~ete rx;et projecting 0.3 Yoot sb:,avc ti::: g;ouacd. t;£PhACES LIST OF DESCRIPTIONS FGR LINE 105 DATID MARCH zj, I953 VERTICAL CONTROL DATA PAGE No.-~ ~ PUBLISHED AND PRINTED BY: by the U.S. DEFARTMENT OF' COrvivIERCE Coast and Geodetic Survey 105 WASH. COAST AND GEODETIC SURVEY SEAiEVEL DATJM of :ea NOVEMBPfI ]q60 WASHINGTON D.C. Line 1 DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT SP Extra Foresight No. 9 State Washington County Island' DESCRIPTION OF BENCH MARK Distance and direction from bench mark At N 343 Dc{.~~:,:~ ~ FAHL No.2 c+~'~~' N h CO11~t ~ Detailed description At the surface of the approximate center oP State Highway 1D and aa in ton Y g Island ~~ a gravel road leading west. Oak Harbor .. .' ~"""'~` Island ) 11 "'•'~ 5.4 miles north t '~ ~'~'~ '~ ~~~ ~~ Bronze reference mark disk St.,r„y,rn`, NO 2 1951 DESCRIPTION OF BENCH tff1RK ~~~~ U. S. Coast and Geodetic Survey _ .. X0.4 mile nest along Pioneer rsay from the poet office at Oak Harbor, Designation P 343 State Washington C,n;n~y Island thence 3.5 miles north along State Highway lD, the::oe 0.5 mile east. along Torpedo Nearest town Deception Paes G~unty Skagit and Island ~ Road, thence 1.0 mile north along an asphalt county road, U.25 mile south of the Distance and direction from ncart•st town 3.5 miles south northeast comer of Ault Fl eld, 48.6 feet west of the center line of the road, Character of mark Bronze disk 5+.~~~.;~~~.~ U 343 i952 30.y feet northwest of triangulation station FARM, 19.0 feet west of the fence Established by U. S. Coast and Geodetic Survey and Ault Field property line, about 3 feet higher than the road, and set in the Detailed description 3.5 miles south along State Highway 1D from the south end of Deception top of a concrete post projecting 1 foot above the ground. • Pass Bridge, in the approximate center of a clearing, in the top of the highest point of a huge lone boulder projecting about 10 feet above the ground, 5.2 miles north of Oak Harbor, 0.6 mile north of and across the east-nest runway of U. 5. DESCRIPTION OF BENCH MARK Naval Air Station Ault Field, about ll5 Yards northwest of the north entrance to ~. ~ llI TCH ~ , ~ Washin ton ( ~~unt Ault Field, about 104 yards northwest of the approximate center of the intersection g . Y Island ... uak Harbor i :e of an east-rest county gravel road, 182 feet west of the center line of the high- . ., v Island - ,. _,, ,,,, 4.7 miles north way, 21 feet southeast of the northwest end of the boulder, and about 8 feet higher - bronze triangulation station disk Sr ' than the highway. . .~n~pn~~ DITCH 1951 - U. S. roast and Geodetic Survey ~~ " ' 0.4 mile west along Pioneer P,ap from the post office at Uak Harbor, DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT SP thence 3.5 miles north along State Highway ill, thence U.8 mile north along old highway 1D, in the top of an outcrop about level xith the old highway, about 1.U Extra Foresight No. 10 State Washington County Island mile east (airline from the control toner at Ault Field, 107 feet east of the ~ Distance and direction from bench mark U.1 mile south of P 343 center of the old hiahwap and awove:-wire gate across the highway, '~l.b Peet Detailed description At the surface of the center lines of the intersection of State east of the center of the east end of a 4- by 4-foot box culvert, 18# feet north Highway lD and a gravel rued. of the approximate center of a drainage ditch, 14.4 feet south of a b~-foot high woven-wire fence, on Ault Field property 11ne. DESCRIPTIC:N OF BENCH MARK DESCRIPTION OF BENCH MARK Des r~. r.=tion 46 R S (USGS) State 19ash1ngton County Island D'--'- ~ ~ DITCH R A 1 f;,.. .. Washington (,oun+y Island ~ County Island Lc. .~~n Oak Harbor ~- Uak Harbor G ~::r~ty Island r ...d a-' - n from nearest sown 4.7 miles north ~ ~ " ~ ~•'•n 4.7 miles north m:.rk Bronze disk S`' ^', ',. 46 K S 1940 _- Bronze reference mark disk St:,.nph~g NO 1 1951 U• S. Geolo cal Surve 13 FAT U• S. Coast and Geodetic Survey Dc:c,le~ rec. rlption0.4 ffile west along Pioneer Way from the post office at Oak P.arbor, "~ '-'~'~~'"°0.4 m11e west along Pioneer R'ay Prom the poet office at Oak Harbor thence 3.5 miles north along State Highway 1D, thence 0.8 mile north along eld , thence 3.5 miles north along State Highway 1D, thence U.8 mile north along old • highvap 1D, at and inside an entrance to the U. S. Naval Air Station Ault Field, U mile east (airline) from the control tower on Ault Field, 151 feet b ut 1 Highway lD, in the top of the south ea et corner of a 4- by 4-foot concrete box culvert vender the highway, about 1.U mile (airline) from the cont l t o a . southeast of the southeast edge of anortheast-southwest taxi strip, b0 feet ro ower on Ault Field, 71.2 feet west of triangulation station DITCH, 49.2 feet southeast north of the center of the east end of a 4- by 4-foot box concrete culvert, 3b.7 of the center line oS the highway and entrance gate. across the highway 32.6 feet northeast of the center of a wire gate across the highvraY, b~ feet east of , feet south oY a b-foot high woven-wire fence on Ault Field property line 24 a small drainage ditch, about level with the old highway, and set in the top of , feet east of the center line of the highway, about 5 Peet loxer than the high a concrete post encased in tin projecting 0.5 foot above the ground. way DESCRIPTION OF BENCH MARK .. r.',l~n FART( State Pr~ashington County Island '; ; tov:n Oak Harbor County Island Dlz:a nee zac direction from nearest bwn 5.4 miles north Character cJ mark Bronze triangulation station disk Stan-~ping FARM 1951 ~s;ELI!shed by U. S. Coast and Geodetic Sirvey Dctai!ed description 0.4 mile zest along Pioneer 2,ap from the post office at Oak Harbor, thence 3.5 ffiles north along State Highway 1D, thence 0.5 mile a3st along Torpedo road, th~ce 1.0 mile north along an asphalt county road, 0.25 mile south of the northeast comer of Ault Pi eld, 41.0 feet west of the center line of the xva d, ll•5 feel west of a fence and Ault Field property line,. about 3 feet higher than the road, and sat in the top of a concrete post projecting 1 Soot above the ground. DESCRIPTION OF .BENCH MARK Des!:r.ec'r. FE4CE S:zte Washington County Inland „- ._. :- .., Oak Harbor Csant7 Island -~cce '. -'~ dFec; F;n 4cm r.ares; :,::n 4.4 miles north C``~z'z:ie `c' mark Bronze triangulation station disk St<r, r,Int: FIIiCE 1951 = U. S. Coast and Geodetic Survey Deis:"e. __ _ :^. 0.4 mile west along Pioneer Play Prom the post office at Oak Harbor, thence 3.5 miles north along State Highway 1D, thence 0.5 mile north alo::g old High*aY 1D, 139 feet southwest of the approximate center of a "T" junction at a gravel road leading east, 3b.b feet >v~est of the ce:ter line of the highway, 23.8 feet east of a b~-foot-high barber:-wire fence and military reservation property line, 15 feel soutY:west of teiethbne pole No.it.E.A. 410 R 7~, 2 feet west of a witness post, about 4 feat higher char the highway, and set in the top of a concrete post projecting U.2 fool above the ground. REPLACES LIST OF AESCRIPTIONS FC•R LINE 105 DATED MARCH 23, I9$3 PUBLISHED AND PRINTED BY: U.S. DEPARTMENT OF COMMERCE COAST AND GEODETIC SURVEY WASHINGTON D.C. DESCRIPTION OF BENCH MARK VERTICAL CONTROL DATA by the Coast and Gecdetic Survey SEA~LEV EL DFTJM OF 1929 Designation FENCE it !d 2 State Yiashingtoa County Island Nearest town Oak Harbor County Island Distance and direction from nearest town 4.4 miles north Character of mark Bronze reference mark disk St:,n'q~h,G NO 2 1951 Established by U. S. Coast and Geodetic Survey petalled description0.4 mile west along Pioneer Way from the poet office at vak Harbor, thence 3.5 miles north along State Kighway 1D, thence 0.5 mile north along old highway 1D, 53.5 feet west of the center line of the highway, 23.9 feet northwest of triangulation station FENCE, 27~ feet west of telephone pole A.E.A. 41G k }, 6.2 feet east of a 67~-toot-high barbed-wire fence and militarg reservation pro- perty line, about 4 feet higher than the highway, and set in the top of a con- creta post projecting O.2 foot above the ground. DESCRIPTION OF BENCH MARK Des,r,ation FENCE R H 1 Stott Washington County Island Nearest town Oak Harbor County Island Distance and direction from nearest town 4.4 miles north Character of mark Brronze reference mark disk Stompinu+ ,y0 1 1951 Established b•Y U. S. Coast and Geodetic Survey Dr,t~,iF„d description 0.4 mile west along Pioneer Way from the post office at Oak Harbor, thence 3.5 miles north along State Highway lU, thence O.5 mile north along old highway 1D, 52.0 feet west of the center line of the highway, 32.8 feet southeast of triangulation station FFIVCE, 8.2 feet east of a bh-foot-high barbed-wire fence sod military property line, about 4 feet higher Lhan the highway, and set in the top of a concrete Host projecting O,2 foot above the ground. DESCRIPTION OF BENCH MARK D~.:i_ .flan 32 (NASA State Washington Ceuniy Boland N:;.-i s, ta•dn Oak aarbor County Island D:: r.: nd di~ect'an t~o n nearest town 3.9 miles north C .,c. ui n~a,rk AP8a3 plug Stampina 32 ` , ..fly W:.idt:ey Island Naval Air Statxon Public Works D,, .e::~scric:,~~,0.4 mile zest along Pioneer Way from the post Office at Oak Harbor, tnernca 3.5 miles cnorth along State Highway ID, about 90 yards east of the easi gate tPF salt Field, in the center of the intersection of Torpedo Hoad a^-d Hight~ay 1C, 53.0 feet northwest of the northwest comer of a service station, 46~ fast ann:theast of telephone pole No,52, 46~r feel south of power line pole tic. 4°_80, 0,5 foot loxer than Lhe surface of the road, and sat in the top of a concrete r,st wh,'oh is encased by a b-looks steal pipe with a cast ixron cover. DESCRIPTION OF BENCH MARK P~+r~nT State YYaehington County Island -. ,.',:n Oak Harbor County Island C'~ ; •.,.,e~ar:d direction fron~ nearest !own 3,4 miles north ranter ni mark Bronzy tringulati.on-station disk S:ampirg AD3[LA.AL 1951 E ~.~.:i:i,shed ty U. S. Coast and Geodetic Survey C%c."d d>ecrr`~r-n 0.4 ~{.7,e wQSSt slang iioneer'via.y from the post office at Cak Harbor, thence 3.0 miles north along State Nsghr:ay 1D, at the 'Y' junction of cou^t.y asphalt road 29b, about IOC yaxis east of the scttPleast corner of .Solt Field of '~~.idby Island Naval Air Staticsa, 1z4; feet south of te7eghcne pole Ac.A-445-]lt, 171 Seet aarth~of the southeast corner oP the ferw^e and gat.o er.',ranee to Ad^..iral. Quarters, 71 feet north of a telephone pole, 34.5 fort west oP tits ccnt.er '_iac: of t']c hi:h- rmy, 2,0 Yeet south of a witness post, about level witL the ga'at~nd, arid, set i.ra the top of a concrete post projectingP, 0.3 £cx;s~ at,o„r the gr^r.Xr'.. DESCRIPTION OF BENCH MARK PAGE NO, 1D5 BASH. NOVEMBL+R 1960 Co;:-~ _._, ADSffRdT R.6i. 2 ~•,.~'.~ Yla~nington County Island . " Oak Harbor ,~~' Island : .. ~ ~ :., .. ~- .. ~. 3.4 mile a north - ~~~ ~ Bronze reference-mark disk Sta,„plnq HO 2 1951 ~- ~ U. S. Coast and Geodetic Stsvey • ~ ~ 0.4 mile west slang Pioneer Y:6y hvm the post office at Oak Harbor, thence 3.0 miles north along State }iighv+ay 1 D, at the 'Y' fimction of a county asphalt road 196, about 100 yards east of the southeast corner of Ault Field of ~tlidby Is]Erld Naval Air Station, 76,0 feet north of the southeast corner of the fence and gate entrance oS the Admiral quarters, 37.3 foot south of triarlgulatien- station AD'..ZR^S., 34.2 feet north oP a telephone pole, 31.3 Peet west of the center line of the highway, about level with the highway, and set in the top of a concrete post projecting 0.3 foot above the grotud, DESCRIPTION OF BENCH MARK D,.',"' ... ,~, 47 RS(USGS) ..,.,~. Yhshington County Is7emd . .... Oak Harbor c~~::::+y Island i.., t ::.,,~ .:~ ; L,,.. t'~~ ,: i:..n. ,,. ,.,... ~.~.~n 3.4 miles north ;!.. ,.': :'`. Bronze dill: St.:,oph,s 47 RS 88 1940 " ,i:; U. S Geological Survey 0.4 mile west along Piomer Play from the post office at Oak harbor, thence 3.0 miles north along State Highway 1 D, at the 'Y' junction oP a county ro_d leading south, 28 feet east of the cantor line of the road, lb feet south of 'the certeK line of a dirt road 1»ading east, 4.2 feet south of a potaer line pole bearir>v a retal tag 1rarY.ed "U. S. Geological Survey Preliml ryo_ry Elevation 88.1 feet",~ 3.5 feet sol:thr•est of a fence corner, 2,0 feet north of a witness post, about foot higher than the road, and set Sn the top of a concrete post projecting 0.3 toot above the ground. DESCRIPTION OF BENCH MARK Ce=".•. ~ ::•,I ,~, B 1 Washington G.uoty Island _. , ,.. yak Harbor C-,vr~ty Island .• cc :.:• 1 drec;-:..., , r _..ra•,t :~~„ 3.3 miles north ~~ ~.... ~~ ~~ •Bronze traverse-station disk Stampin;; B 1 1952 -~- U. S. Coast atzi Geodetic Survey -~- ~-- ~ 0.4 mile west along Pioneer Ytay from the post office at Oak Harbor, thence ~2,9 miles north along State Highway 1 D, at the 'Y' junction of a county asphalt road leading east and curving to the south, 188 Yeet northeast of the cen- ter of the 'unction, 49~ feet northwest of and across the road Prom poxer line pole 4°95, 33.3 feet southeast of the center 1Sne of the hi~lway, 25 feet north c8 the cen'~er line of the road, 1.9 feet ao»thwest of a witness poet, about 1 toot hig~ler than the highmp, and set in the top of a concrete post projecting 0.1 foal above the grourul. DESCRIPTION OF BENCH MARK Desi<o~tion $ 2 S'stc lYaahirlgtoa County Ialard .~_:._ . ~ Oak Aarbor ~..~r,r~ Ie]arxi -~ _.~~_ .. .'rec'~ ..~ ~.orn n_.:re:st ..::r. 3,1 miles north C ~ Hrolree traverse-station disk Stamping B 2 1952 U. S. Coast and Geodetic Survey .-.-_' _ `°. : ~ 0.4 mile west alor~; Pioneer yiay f:ti,,^1 the post affico at Oak Harbor, t}:ence 2,7 miles north along State Hi.ghv~y 1 D, at the 'Y' junctim of Clover Yallay Road, l;j(i feet asst of the center cf the j°~nction; 57.5 feet northwroat of the center fins of the highr,2c, 26 feet so-.tl:^---..^t ;~ t`.e carter l:.ne of the ]road, lA fast east of telephone Bole F:EA-:`55-I.8, ll_. fact e::t ct po.rsr :tans pole 3t,8B, 1.9 Seei• north of a witness post, about 1ev'el ;d.th t.be hi,^hn~,y, .,.-::.! sF:,t in tlxe tap of a conca~te post flush xith the ground.. • AEPIACES LIST OF AESCRIPTIONS FOR LINE 105 DATED MARCH 23, 1953 PUBLISHED AND PRINTED BY: U. DEPARTMENT OF COii1rERCE COAT AND GEODETIC SURVEX WASHINGTON D.C. PAGE N0, 9 105 WASH. NovEMBrsr 1960 Line lj • DESCRIPTION OF BENCH MARK VERTICAL CONTROL DATA by the Coast and Geodetic Survey SEA~LEVEL DATUM OF 1929 Designation T 343 State Plashingtoa County Island Nearest town Oak Harbor County Iala[d Distance and direction from nearest town 2,3 miles north Cha~scter of mark Bronze disk ~ Stamping T 343 1952 Established by U. S. Coast and Geodetic Survey Detailed description 0,4 mile west along Piomer Way Prom the post office at Uak Harbor, thence 1.9 miles north along State Hipylv~y 1 D, lAb feet east of the northeast cor- ner of a house, 49 feet south of the center line of a Brawl road 1e'~inv wort, 31.0 feet west of the canter line of the highway, 27 feet north of the center line of a track road leadin; west to the house, 5~ feet southwest of a telephone pole, 2.0 feet northeast of a witness post, about 2 fact h3~ler'than the hi~lway, and set in the top of a cmarate post pro3oating 0.2 foot above the grotrad. DESCRIPTION OF BENCH MARK Designation O.H. 4 (USE) State Washington County Island Nearest town Oak Harbor County Islam Distance and direction from nearest town 1.8 miles north Character of mark Bronze disk Stampin;'. H.M. O.A. 4 Established by U. S. Angp Corps of Engineers Detailed description 0,4 mile west elmg Pimeor Way from the post office at Oak Harbor, thence 1.4 miles north along State Highway 1 D, at the rTr function of a county asphalt road leadiztg west, 24 foot soothes feet northeaster ther~~ pomi 2~ 0.1z,a1.5~~t the center line of the hi~tlway, 9~ Po'Y° northeast of a witness post, about }foot lower than the highxay, e~ sat in the top of a cmcrete post projecting 0.5 foot above the ground. DESCRIPTION OF BENCH MARK Gesignat~on C 7 State Washington County Ielatd Nearest town Oak Harbor County Is]and Dist: ^a r.. Cler~ `rem r^~.rrst town 1.6 miles north Charect,~r ;•• :,:ark Brotlza traverse-statim disk Star„i.':,,_ C 7 1952 Establlsb~:! ! U. S. Coast and Geodetic Survey De;r.:ie:: des--,p.'~on 0.4 mile west along PiaZeer l;ay from the post af£ice at Oak Harbor, theses 1.2 miles north alotlg State Hi~nss1P 1 D, 46.2 feet northeast of the northeast comer of a white church bnildine;, 70~ feet southeast of a power line pole with a gtp wire, 33 feet west of the center line of the h~ht:5y, 19 feet south of the seater 1irn, aP a gravel driveway leading west, 16.0 feet west of the center of the south end of a l:L- and e~tciII theta sot a concretetposl projecting 0.2 foot abo a gxouod. hlghway~ °4 DESCRIPTION OF BENCH MARK Dese~r.af~un C B State Washington County Island .. ..,.:own Oak Harbor County IS1aTd Distance znd d~~recifon from nearest tovm 1.4 ID31ee aDi'th C.•:araC,er c' mark Bronze traverse-station disk Stamping C 8 1952 Es;rk:i:shed by U, S• Coast and Geodetic Survey Drta!i,::-' description 0.4 mile vast along plcer•er iiay Yxom the post office at Oak Harbor, thence 1.0 mile myth along State Higklx-ay 1 D, 47 feet west of pon~er lies pole AF OjS, 29.7 feat west of the center line of the higklway, 16.5 feet southeast of the south- esat corner of a log house, 18 feet mrthwast of telephone pole AI•,t. 510, 2.1 feet northeast of a witness post, about level with the hi~j'i,iav, and set Sri the top of a eonerete post projecting 0.1 foal above the grotrad. DESCRIPTION OF BENCH MARK Dcsicn,:;on C 10 Stato Yhetlington County Island . ~ , , ,vn Oak Harbor County IeLsa<l tom.,. • Db~t.: r.,,~ :~r,i ,i~.r;;l.,, r.•,r„ nrarr-~t :~,wn At Oak Harbor C~~.•,. ... ,.r .. Bromic traverse-statim disY. St,u„pinp C 10 1952 E.. •~ -~~ . U. S, Coast and Geodetic Surwy C:..•,, •. •.~•~, ;:!.. ~~ At Oak Harbor, almg 700 Streot (forsnrly Neil Road), about 100 yards northwest of the northwest corner of Oak Herber Hie}3 School, 81.8 feat southeast of the southwest corner of a frame house, on the center lane of the street, 50~ feat west of a telephone pole, 31.8 feet southeast of power line pole ]J~-?.2, 0.3 foot ba.• low the surface of the etmot, and set is the top of a concrete post which i.e en- cased by a 6-inch steel pipe with a cast iron cover. Note: This mark Ss 0.8 mile east of traverse atatim C 8. DESCRIPTION OF BENCH MARK D~~~J7r•,:'.nn 48 RS (USGS) State Washington County Island . .rro , ;,,::n Oak Harbor G~unty Island ... .. ~ .~ ., ~~ ~~. r.. .. ... ,.n At Oak Harbor Ch:r, .: t• r •.i n~,rr._ Bronze disk •• ~• St:nnpu,q 4$ RS ]~ 1940 E-•,::.:..-; U. S. Geological Survey .. n pt OaY. Harbor, at Oak Harbor High School, in the top of the south e~ of the bottom step at the east entrance, and 0.5 foot east of the east Saes oZ the building. DESCRIPTION OF BENCH MARK D^si_r. ~:;ion B M 4 (NAS) Stale Washington County Ielaud Cares: ;o::n Oak Harbor County Ielard D.= cr.cc ,. ' d'nrai--. fc~rc~ nc:;rest :,+~n At Oak Harbca• ..era:;cr~ci rnarx Iron bolt Stamping i2ildby Island Naval Air Statim Pablic Works „~.. .. ,.._•!N:r~r At Oak Harbor, at the rTr ,traction of Simard Street (70 Northeast Street) and 700 Street (formerly Neil Road), on the center 13ne oY Simard Street, I2 Yeet south of the center line of 700 Street, 47~ feet northeast of telephone pole, 35 feat southv~st of the sotdhc:est corner oY a picket fence arotmd a Pttget Sound Pawar & Lig6.t Company sub-statim, 42.8 feet west of the ceszter of gate 1,3 to a tlavy reservati.m, 0.6 £oot below the surf ace of the street, and set in the top at a oonarete post which is encased in a 6-inch steel pipe xith a oast iron cover. DESCRIPTION OF BENCH MARK Desi^n-tlon B M 3 (2L1S) State Flasshington County Island 'nearest t v:n Oak Harbor County Island Distance and direction fron'~, nearest town At pak Harbor Ci,zra =5er c. mark Iron plug Stamping Es;at as'•e~i--; S~idby Island }ravel Air Station Puh11c Works D<;z'~'=; ~esc•~~:':n pt Oak Harbor, 0.6 )Wile east along Pimeer 7~ from the post office, thence 0.3 mile north along Simard Street (70 Northeast Street) on the canter ?ins of the street, 39~ feet south of the ceiirer line of an asphalt road leading east into a Navy housing district, 4b~ feet northeast of a telephone pole, 0.6 foot below the surface of the street, and. sat it the top nL a concrete post rich is arias-°ed by a 6-inch steel pigs with a cast iron Dover. REPhACES KIST DF LESCRIPTIONS FGR LINE 105 DATED MARCH 23,.1953 PUBLISHED AND PRINTED BY: U.S. DEPARTMENT OF COMMERCE COAST AND GEODETIC SURVEY WASHINGTON D.C. DESCRIPTION OF BENCH MARK VERTICAL CONTROL DATA by the Coast and Geodetic Survey SEA~LE VEL DATUM OF 1929 Designation B 1d 2 (NAS) State Washit~rton County j~~ Nearest town Oak Harbor County jsland pistance and direction from nearest town At Oak Harbor character of mark Sxan bolt Sta mping established by {1hif31Lyjslgnd Naval Air Station Ptibjic {Yorks petalled description At Oak Harbor, 0.6 mile east along Pioneer 1Yay from the post office, thence 0.1 mile north along Surd Street (70 Northeast Street) at the intersection of the canter lines of Simard Street and 300 Street, 108 feet sotheast of the south- east corner of a house, 42~• feet northeast of pourer jinn pole 372 xith a street lignt, 0.6 foot below the etreot surface, and set in the top of a concrete post viiich is eaoased by a 6-inch steel pips with a cast icon cover. DESCRIPTION OF BENCH MARK Desi_tnation $. M. 1 (NPS) State Y~ahington County Ielarri Nearest town pak Harbor County jsland Distance and direction from nearest town At Oak Harbor Cl,ar.acie:r of mark jron bolt Stamping 1 Established by NdiidbeyIslard Nava] Air Station Public Warlus Dtt,,ilcd description 0.6 mile east along Pio~er 6iay from the post office at Oak Harbor to the a-a.n gate of YdtidteyIsland Naval Air Station seaplane base, 11+3.9 Sect southwest of. the southwest corner of the sentry booth, 41 Yeet south of the center of the +T+ ~,.utoticm of an asphalt road leading north, 19~ feet east of a potter line pole with a =.^,~y wire, about 23 feet north of and about 12 feet higher than the high water line of Oak Harbor bay, about level with the road, flush with the ground, and set is the ;,op of a ooncrete post. DESCRIPTION OF BENCH MARK Dr->if:na:on g ~ State Washington County jaigryl Nearest town 0~ Har4,or County Islard C--.-',: r..:c: and -:I~ection from nearest town At Oak Harbor Ch:.rr:c',:~ :'" n:er:. Bronze disk Stamping B ~+ 19$2 E"''-' U. S« Caost and Geodetio Survey G-,:. .:,oescr~p;,on At Oak Harbor, at the post office, sat vertioally in the seat concrete tr;.?.ij, 2.i teat south of the northeast corner of the building, and 0.6 foot above the szu«faoo of a driveway. DESCRIPTION OF BENCH MARK ::ron 49 ItS (USGS) State Ykshi~gton County Island ,,.... ,,r.n Oak Harbor County jsla~ ,.. ... ~:n:i direction iron, :^~eares! t,.w-n At Oak Harbor , ,k Bror>ve disk Stamninn 49 RS 84 1940 .. .. ~... U. S, Geological Survey ,.,..n At Oak Harbor, at the water tank tower, in the top of the east corner +'tit'~~the concrete fotr:dation for the northeast leg, 7.5 feet west of the northeast cor- raar of a ~watar pump shack, and about 1~ feet above the grouscl, ii~8 re;,or~r• Cnan;e -.n description.-- At Oak 3arbor, .~ ,._,_, xator tank tower, in the top of the southeast orrner o° «he concrete foundation for the eo~%^°as~ leg, 7.5 Peet Wort?: o£ the northeast corner o a water gimp shack, sou"'-a~out 1 foot above mound. DESCRIPTION OF BENCH MARK =, .._ C 344 S;r.te Ylashington County Island clearest to„n Oak Y;arbor C-,.rty Island s;an•.„ r~~d ~.~ ., ~ T, n~~..t......,, ~ At. Uak Harbor '' ha ractr:r r,f care Bronze diaY, Stampir'!: C 344 1952 Estabiir:hed Ly U. S. Coast and Geodetic Survey . :~etalied descript~r,n At pak Harbor, 0.4 mile weet of the post office, at the intersertiou of i'i~.9er Y&y a:,d State. Y.ighw?,j~ "!. "a. in ttla top of „ha east. side of a 6- by 6-,Podu concrete tap over a avatar well., ut9 feet north of the center line of Pioneer Yaay, 90 feet east of the center Tires :it the higtwsy, end about 1 Yoot above the ground. DESCRIPTION OF BENCH MARK PACE N0, 10 105 WASH. yOVEMBPR 1966 DeslSn:r.Ln G 344 State y;ashington County l~gnd .Tares, ...vn Ogk }]arbor ::, j°l A.va r my D t. o:c and direr ti n is on, n~.vcst ; ~:n 1.1 miles southwest Chuactrr r; n.,:r„ Bronze disk Stampiu~ G 31piy 1952 E=t.:l.~,:'.:.' ~.y. U. S. Coast and Geodetic Survey --~~~~' '~" 0.4 mile wort along Pioneer IMgp from the post office at Oak Harbor, thence 0.7 mile southwest along State HigJ:way 1 D, 0.2 mile south of a right-angle cun~a, about 75 3ards north of the +Y+ ~tatction of a private drive leading south- east, lbl.4 Seet soutfi:e:;t of the southwest corner of a white farmhouse, .6 feat northeast of and across the hi~,tvgy Srom povar ]ine pole 17_2, 41.5 feet east of the ce,^,ter line of the highrap, 20 feet south of a loryg 16-inch spruce tree, 16 feet southwest nP the cerster line of a driveway, 1.8 feat woet of a witness post, about level with ti,e highrr~y, and sat in t!ie top of a concrete post protecting 0.2 foot above the gsotmd« DESCRIPTION OF BENCH MARK Dcsit~,n,alen g 344 Stat:' Y~ashington County ls].and Nr~arost tr:wn Oak Harbor Cr,u ntY Island DR ,:ncr• :.nd dirrct:r:n tr::n: r. ~rt '., ,n 2,5 m'Ll.es sotrth~st (.h::r:rr•,~, r,i .nark Bronze disk Svrmpins H 344 1952 E ~:::Lli~ ~,r<+. ;~: U. S, Coast a;cd Geodetic Survey Dct.a i~ ~i d. ~c:~p:~r.rr 0.4 mile west along Pioneer 'i'!ay from the post ~fice at Oak Harbor, t'rence 2.1 miles sa.•thwest along ~'tate Highway 1 D, at the +T+ 3unctinn of a county asphalt road leading south to 1Son.^oe+s landing, in the top of a 3#- by lt..,foot embedded granite boulder proJectin.g lz feet above t1:e grow~d, 97,6 feet aauthwast of the eoizth.- nest corner of a stone chSjmtey of a white shingled house, 98>5 feet south of the ven- ter line of the highray, 4b feet northeast of the center 1L-~e of the road, 40,3 feet northeast of a mower line pole, and about 1ew1 with the. hiy)tway. DESCRIP710N OF BENCH MARK Des'~Cnation J 344 State Pda shington County ja]gnd Nearer; iw:n peg Harbor County jslarrl Di=_;ance znd diredi•an r _n: ._e~e=_t ~.,wn 3,2 17d1es ~hwest Cha~ac to _,' mark Bx'onze disk Stamping d 344 1952 Es;ablhired i, U. S. Coast and Geodetic Stn'vey Detz:',::: ccscrif,;ion 0.4 mi.e west along Pioneer 5'iay from the post office at Oak Harbor, thence 2«B Tales set~hwest along State HiP#tvray 1 D, at the southeast edge od a paam tuna, 0.1 mile northeast ref the +T+ 3unction of a graveled read leading northeast, in the top of a 7_ by 4-foci granite boulder pro3ecting abrnd; 3 feet above the grotmd, 140 feet sctrthwest of a power lice pole, 83 feet southwest of the canter of a wire gate in a ~usture fence, 58 feet northwest of ~ across the hSghwap fro;¢ a power Line po]s, 37.8 feet nor°tt:t~st of the center line of the higtmay, 5,0 feet north- west of a fence, aryl about 2 Peet higher thaw the highvr~, DESCRIPTION OF BENCH MARK Designation 1{ x36 (Ugy) State y~ahj~,on County jelaaxl Nearest town Ogk P~.bor. County jgT n.vi Distance and direction from n.^arest town 3.3 miles sotxthrse~ Chararer of mark Bronze disk Stamping H 236 ~~. lk7 E<_tabi~.shed by U. S. Army Corps of k~ineera Detailed deseripticn 0.4 mile ^~;~, along Pioneer Way frm the peat office at Oak Harbor, thence 2,9 miles southwest along Scats Highway 1 D, at the 'T+ stmetlon of a gz'avel read leading northwest, 52.2 feet west c3 and across the hi~tway from a $elaphona pole, 40 feet southwest cf. the center lirz of the :read, 25.7 feet northwest of the cerrt,er line of the highway, 20,3 feel south~e5-t c8 power line pole 19•-8, 1.8 feat southeast of a fauna, O.B foot noxxe.h of a ritr.ass post, ab<,ut. level with the hig2r.= way, and art in the 'top a"' a. eonazre+x post Fsc,~octing 0„3 foot above the greed, i REPLACES LIST OF DESCRIPTIONS FOR LINE 105 DATED HAFtCH 2j, 1953 PUBLISHED AND PRINTED BY: U.S. DEPARTMENT OF COMMERCE COAST AND GEODETIC SURVEY WASHINGTON D.C. DESCRIPTION OF BENCH MARK VERTICAL CONTROL DATA by the Coast and Geodetic Survey SSA-LEVEL DATUM OF 1929 Designation K 344 State Washington County Ielnnd Nearest town Oak Harbor County Is]ancl ' Distance and direction from nearest town ,(,,5 miles eoathwe at Character of mark Bronze dlgk Stamping K 344 1952 Established by U, S, Coast and Geodetic Survey Detailed description 0.4 mile vast along pioneer L`~y from the post dtice at Oak Harbor, thence 4.1 miles aouttnrest along State Highvc~ 1 D, in the top of the northeast cor- ner of a 3- by 28-foot cmcrete fowidatic¢i vallcway extension to a cow mSlldng shed, 60 feet aorthv+est d the center of the rT~ function ~' a p¢-ivate dx-St~c;;sy leading nest to a Pannhousa, 32 feet nortitr+est d poorer line pole 20-12, 33.3 feet rtt; ~ of the center line oP the hi~lvray, 3.4 foot east ar the northeast corner anci in lino nth the north side of the milking shed, 3.0 teat sot~h of the northeast end ~' the wallc- way, and shout 3 feet higher than the highway, This mark is also 1.1 miles north ala~ng State Highway 1 D from the diatrl- lmtion plant of Standard 011 Gompsny of CallYonxia at San de Fuca, DESCRIPTION OF BENCH MARK Designation L 344 State Washington County Island Nearest town San de Fuca Cnuntt Leland Distance and direr,;inn from nearest town At San de Fuca Charzcter of mark Bronze disk St:nnpln:' L 344 1952 Estzblished Ly U, S, Coast and Geodetic Battey Detailed description At Son de Fuca, at the distMbution plant of the Standard 031 Coe;nr>,p of California, inside the east corner of a fence around the plant, 87,2 feet south- east of the ®utheast corner of a galvanized-metal warehouse, 3~ feet south of the cemtsr of a gate across the entrance drive to the plant, 33.3 feet northwest of the center line of State Higknvay 1 D, 67.9 feet northwest d the aorthrsst end of the pleat dock and the shore line of Pen- Cove, 1.8 feet south of a xitn°ss post, abort 2 feet h3~ner than the highway, and .:trt in the top ~ a concrete post gm~ectiag 0.4 foot above the gmrsd, DESCRIPTION OF BENCH MARK Designation M 344 State Washington County Island Nezres; town San de Fuca County Island stance and dire: C~ ^. From nearest town 1.0 mll.e southwest Character of n:zrk Bronze disk St mpin it 31,1, 1.952 ~s:zbh.shed i,y U- S. Coast and Geodetic Survey Detailed r..crip;ion 1,0 mile southwest along State Hiehx2y 1 ll from the distribution plant of Standard Oil Company cf California at San dr fllca, in about the cdddle o£ a prom- inent wooded point exte~tding about 30 yards east into Penn Cove, in the top of a granite boulder, in a emali clearing formed by a track road by-passing the boulder, 196 feet northeast of the center line of the highxap, 167.5 feet northeast of power line pole 25-22 with a guy wire, 70 feet northwest of and about 7 feet higher than the high-renter line, 58.9 feet southwest of LIBBY R.3P. 1, and abort 3 feet higher than the highway. DESCRIPTION OF BENCH MARK -'.ion LIBBY A.E. 1 State Vashington County Island hi e~r. res"own San de Ih'nC8 Count? Islam Gistznce znd d~rerti^.n from ncnrest L,:•n 1.0 mile son.~hwest Char c;er of mirk Bronze reference-mark disk Stamping Llggy II.S,E. NO 1 1920 Estzbi;'^ed 'u; U. S. Coast azri Geodetic Stsvey 1944 Detzi::,i desr,r:piion 1.0 mile southFxst alo:~ State Highrrap 1 D Prom the distribution plant of Standard Oil Cotrpartiy of California at San de Fu.^,a, oa a proainent wooded poidc of land about 40 yaps wide and extend.iu,; about 80 yards east into Fear. Cove, at tlae east and of the poi w, about 75 yards east of the highway, cn top of the edge of a 12-foot-him bluff, 58,9 Yeet northeast of A,L, ;,i 31+4, 20.7 feet southwest of tri_ angul.atir.A station Ll~'"'.,Y, 1,3 feet wort of the edge of the bltfff, 30 feel west of and about 1,3 feat hi{y-eer titan the high.-water 11no, and set in the top of a rr.,tnr.,te_gsit.w 3~-inch iso¢s.pipa pm3ecting 0.1 toot above the p~auad. DESCRIPTION OF BENCH MARK PAGE NO, 11 I05 WASH. NOVE1•~IIi 1960 Line 1 Dcsi naT'on L~Bi (Ugg) Statr Wa~ingtoa County Iglg~ !nearest tov:n San de Ihca County Ialard Distan:r .'r..+. dirc•cG%~n frc~n nr.ucs; ;o.•'° 1.0 mile southwest Ch, rac•,.• ,d mark Iron gluq Stamping Es;ai.f~;:,cd i II. S. Arm Corps of FYtgineera D::.:~~.~ ; ,~..•., ,,f,, i„n 1.0 wile southwest along State Highway 1 D from the distribution giant d Standard Oil Comnagy of Calitornia'at San da Fuca, on a prominent point of land about 40 yards wide and extending about 80 yards east into Pemr Cove, about 85 yatde east of t..*,e confer line of the highway, on top of the edge of a 12-foot-high bluff, 25 feet west of acid about 13 feet higher than the high-water ri,x,, 3 feet want of the edge of tine bluff, 1.4 feet south of a witness post, and sat is the top of a ooncrete post. The letters ^U~9^ are inscribed in the top of the concrete poet. DESCRIPTION OF BENCH MARK Desir,c:r;ion g 3jt, Statr. yyashitgton County Ielard Nca rc:.; t,rwn Sae de Fuca Countyls]aad Dist::ncc and %iirc<:i~,n L,~n, n~::vest :~nv^ 2.0 m11AS south Ch;ra<::.r of mar.: Bronze disk StampinG N 341a 1952 E•:.:i p..! , 1 i.y U. S. Coast and Geodetic Survey D" ' ''"'~~i?' ,n 2.0 miles south along State Highvray 1 D from the distribution pleat of Standard 011 Company of California at San de Fuca, 2.1 miles northwest of Coupavills, in the top of a 5_ by 2G-foot embedded Granitic boulder pm~ecting 1 toot above the ground, 41 Yeet east of and across the highway Pmm tho appror3mato center of a lA- toot-high cut bank, 25.5 feet east d the canter line of the highway, 9.3 feet north of power line pole 23-27, acid about level with the highway, DESCRIPTION OF BENCH MARK Desi;r,atlon p 3t,t, State Washington County Leland Nearest ;own Coupeville County Leland Dlstzrce znd direction from non rest :own 1.2 mil.ee northwest Chara~_;cr ci mark Bronze disk Stamping p 34t, 1958 Estab:~s!:;.d fry U. S. Coast and Geodetic Survey CeSZi:'c!' description 1,2 miles northwest along State Highvrw 1 D from the conurty courthouse at Cotzneville, 46,3 feet ao.tcheast d a~ scross the highway tram power line pole 24/24 with a transformr, 44.8 Peet west oP the west corner of a trams house, 28.3 feet southeast of the center line of the highway, 9.3 teat southeast d telephom pole AEA 847 L 30, 1.2 feet east of a xitnesa post, about 4 feet higher than the high~y, ~d net is the top of a concrete poet pm3acting 0.2 foot above tho grormd• DESCRIPTION OF BENCH MARK Designation POi~LL '(USED) Stzte P$shington County Ia]atri Nearest town Conpsv'illa Gcunty Ial,affl Distance znd direction from nezrest !own l•,4 mirwg nor•thweat Chzrzc;er ci mzrk Brass ping Stamping E~tabl!s:,ed t; U. S. Army Corps d Engiaeera De:aiied desc•~p::en 1.1 miles northwest alonb State Highw~ 1 D from the aouaty courthouse st Coupaville, thence 0,2 mile south along a cotmty asphalt mad, thence 0.1 mile wee?; slang a track mad, on the crest d a hill, 63.6 feet west of the southwest oorner of aflat-roofed house, 13 feet north of the center line of the track road, 5•I Peet southeast of the southeast corner of a fence a~i the north and of a wooden Bata a^,ross the road, 0.7 foot northeast d a witness post, flush with fibs grrnsad, an:d sot in the top d a concrete post» The top of the ccucrnta is inscribed with th9 ),attess ^USL"?". REPLACES LIST OF AESCRIPTIONS FOR LING 105 BATED MARCH 23, S9$3 PUBLISHED AND PRINTED BY: U.S. DEPARTMENT OF COMfdERCE COAST AND GEODETIC SURVEY WASHINGTON D, C. DESCRIPTION OF BENCH MARK VERTICAL CONTROL BATA by the Coast and Geodetic Survey SEALEVEI DATJM Of 1929 pesignation Q 341+ State Washington County Isla Nearest :ownCoupevill,e Countylsjgrd Distance and direction from nearest town At Caupeville Character of mark BLOnze disk Stamp'rnq Q ~ 1952 Established by II. 3. Coast and Geodetic Survey Detailed description: At Cotxpeville, along State Highway 1 D, 0.4 mile northxest of the rir~rty Courthouse, at the City park and picnic grounds, in the top of a grs+iite boulder pro- JeCting 0.4 foot above the ground, 155 feet ~rthv~st of the cer_ter of the 'Y' jtrl.^tion of an asphalt road leading west, 44.7 feet north of the center line of the road, 34.7 Peet east of the east end oY a 5_ by 5-foot granite boulder projecting 4 feat above the grotutd and bearing the yellow painted leliters "CTfIC PAP.K". DESCRIPTION OF BENCH MARK Desinnatlon Y;dn~ 3 State Washington County Island Nearest town Coupevll]p County Ialar,d Distance and direction from nearest town At Cotxpeville Character of mark Biome disk Stanq,lne 3 1935 Established Ly II. S. Coast and Geodetic Survey petalled description At Cotmevri'ile, along Alexander Street shell ha•1S ~ between Collard and F~+ont Streets, at the city fire depai~cl~nt bt>=ldirig, at the pump hot:so, in the top aP the west cancx~te foundation, 6.0 feet east of the east face of the fire departaerrt building, 3.0 fast north of tdie center of the double-door entrance to the pump house, 0.7 foot south of the northwest Corner of the pump houso, and about 0.4 foal below the rnsPaCe of the grotuid, 1 DESCRIPTION OF BENCH MARK C.: atic . Tidsl c asi?is';a'`+.a.. ~~ .n°.v Islaa9 N~,•arest tc'+vn Co'upevS.Ile Cr~~., ntY Zslarrl C >`::mce and direction from nearasi town At Coupeville Gr%-actor of mark Broa.^.e disk Stam;ing 2 1935 Er~zbli:a'ned by' U, S Coast and Geodetic Survey De:a'~~eu :esc~iption At Cot>,nev}.7.ley at the intersection of Front and Alexander Streots, at a tgroCary store, set vertical in the rest concrete rail, 36 feet ea ~ of the centxr ?,:'.ne of Al.exanc:er Streei, 2S~- feat smlh of the center line of Fxvrl Stxtat, 1.0 foot ~rc~h at 'the northwssL earner oP the building, and O.S £ool hig`?er tin the sidertll:. DESCRIPTION OF BENCH MARK Desic_•nntion Tida11 State FiashSngton County Island ;. ca: es4 town CCtivevilla County Island distance and d,redion frmn noar:est town At Coupe~l.]3.e "t~.a•zctcr ci mark $ron,-,e disk Stamping 1 1935 f..stabiisF.ed by U» S. Ceasst aryl Geodetic StII'v~=y Get.:i!ed d~scripticn At CoupevL'_..le, alox~a F~otl Street near the foot of Alexander Street, on +'!~ soh shore of Pen-i Cove, 3n the top of a 6- by 4-fodc granite bcx:lder project "~ aborxt :) feet above the beach level, 31'/ feet west of the rest side of Coupaville attack, b.s~ fet.t north. of t*.:e worth face a'' a lOsfoot-high dart bluff, 3 feet south of ,,na abo-sl 5', feat higkeer t;xua the high mater li>rca, DESCRIPTION OF BENCH MARK signation Yidal 4 State Washington County Island rCearast ro++n Oegpg•P11]A County lahend ~atance and di; action from. nez rest ?own At Coupaville Character.cf mark Bi'o:ize disk Stamp:"'E 4 1935 Established by II, 5. Coast and Geodetic St.,-^vey Detailed description At Cmupevillo, at the intersection a°. Cow72.td a-:d Alerander Streets, at the Un.1m Oil Gomrsny distrltrrtion plcrtt, in the ioo of the norlhca=k. ccsrlar of the concrete foundctim of the east ens of fora fool-stor^~-s tames, 220 felt sotzth ~ the .errler line at Coval.and St±•++e+.; 4n fee*.t west oz the center lino _>t' A'e:a;-k;er Street, 6.1 feet west oY a high fence, aid scant 1 foot abovo the gmt&ai, DESCRIPTION OF 6ENCH MARK PACF, NO, 12 105 MASH. NovExBrx 1960 L'~.si; r_:: ,n H 344 St;ae Washington County Island :, ~~.....n Caupeville Runt, Island Dist:: r`:c :.. :~:oct::~~. i:,vn ;:.~, s• ....+n At Cottpevi.lle rr~a~n,. ;c, ~ :,,.., Bronze disk Stamplnc H 344 1952 ~- ~ II. S. Coast and Geodetic Survey ~- ~ ~ ~.~ ~~ At Coupeville, at the county courthouse, sat vortically in the south t..ll, 30.9 feet east of the southxt;st corner of the bui]ding, 0.3 foot west of the so•,xt}teast corner of the southwest ring of the building, a.+ui 0.4 toot shots the Can- crote ~detvalk. DESCRIPTION OF BENCH MARK Desi~r.-,:inn S 31,4 State Washington County Ie]6rld t:~:,rer•. t^v;n Coupaville C:, n+r Islanet Ui _ :.~ .... .~ ~ ~...~ .. ... -win 0.7 mile south C!.::... ~, .. Brotzve disk Stamp~n4 s 344 1952 •~~~•~- U. S, Coast and Geodetic Survey ......, ... . n 0,7 r~t],e south al a2; State Aighttgv 1 D from the county Courthouse at Coupeville, at the Coupevtille High School, set vertically in the north c~icreta foun- dation, 70.5 feet ttest of the center of the main front entrance, and 0.7 foot about the gxoti;Yxl. DESCRIPTION OF BENCH MARK Dcei,~n ~~.;ion T 344 St,ac Washington County Ial.azrl :. ,..__ ...:+~n Coupeville Cr.,unty Islatrl 'viii , .c: ~~d dl:ec! ~:. :... r. .at?,win 1.7 miles southeast Charzcb_r of m~.rK Bronze~diak Stamping T 344 1952 E s;ai, l,s!:od L~i U. S. Coast and Geodetic Survey Dr::J S„i .: <::-,;r. ~.n 1.2 miles southeast a7.ong State F)ighwaq 1 D from the county eourthowse at Coupevills, tierce 0.5 mile south along Fort Casey Road, at the 'T' junction oY a di^t dricexay leading southwest to a fax-nhou~, 75.B feet east of the east corner of the house, 27~ feet sauthrsst of the center line of the road, 24~ feet southeast d the center line of the drivotay, 8 feet southeast of power 1ii19 pole 1k91, 2.B feet nc.~2l,sest of a ritrless post, about level with the road, and set in the top oY a cd~ Crete post projecting 0.4 foot show the giomd. DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT SP Extra Fores!gf•r, ido. 13 State Fashington County Island Distance and direction ?nom bench mark 0.1 mile north Cf II 344 pea ied descriptipn Surface of the center line of Fort Casey Road at the 1T+ fianct3.an ~ the Center line oP as asphalt road leading east. DESCRIPTION OF BENCH MARK Designation 9 344 Sta;o Washington Ce:m;y Ia]and Nearest to.+n Coureville County Islaz[1 Dietz nee and c.'irecticm item nee re s± iown 2.6 tail.es south Character of mark Bri7rize disk Stam.i:.~,ng II 344 195 Ls:zbi s:^er.' i,; II. S. Coast avid GerdetiC Survey ;~e:ai,.-o ce.c,',...:,~ i.2 miles se:.°thes~ a1:.:ti, State Aiglnc~q 1 D fxxi the Coiuity Canrthaase at Cou_ceville, thence 1.4„~ies sa•d.:. along Fort Casey Road, in a ama11 Clearing on the twist ec~^,e of a wooded a.^ea, 0.1. -ai1e sov~th a* the 'T4 jtariction of a county asp`al~ road le2~ing east, 77 foot ritith := }.axer line pole 514 x'ith e tuy wire, 67.4 feet scuthxe L ~' acid across tie ro:.d :rte a telep'lone, pole, ?3 feu west of the carter lire of the road, 2.3 feat north o!' a witness past, ¢!r,:',,t '1 fool hider than the ili,t~:way, ar:3 set in the top ru ~, ..;cast.-. kn:~,i lx:x.'jao2i.nnz; 0.5 icrt, show rho 7~,°ocaxi.. • $cPLACES LIST OF DESCRiPTI0N5 FOR L1 NE 105 DATED MARCH 23, 1953 VERTICAL CONTROL DATA PUBLISHED AND PRINTED BY: by the U.S. DEPARTMENT OF COMMERCE Coast and Geodetic Survey COAST AND GEODETIC SURVEY SEA LEVEL DATJM OF 1929 WASffINGTON D. C. PAGE N0, 13 105 WASH. Nov~rl$gt 1960 Line 1 • i DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT Sn Extra Foresi.cht No. ],2 State Ylashixtgton County Island Distance and direction from bench mark 0,4 ml].e IIOT'tfl of V 31f., Detailed description Surface of Center ].iivs cd Fort Casey Road at the ~Tr Jtvlction of the center line of an asphalt road leading east, DESCRIPTION OF BENCH MARK Dcsign;dion D 344 State Washington County Island Nearest tov:n Coupeville County Island Distance and direction irons nca rest town 3.6 miles South Character of mark Bronze disk Stn m;an~, p 314 19$2 Established by U, S• Coast and Geodetic Survey Detailed description 1.2 m11es southeast slang State Highway 1 D from the county courthouse at Coupevilla, thence 2.4 miles south along Fort Casey Road, at tho east entrance to Fort Casey, in the top oY a 8- by 5 foot bov]rier, about 100 yards northeast of the northwest corner of a large greon building, 140 feet southeast of the center of the gate at the entrance, 117 feet northwest of the norttlwest corner of a sentry baz, 25.4 feet south aS the property line fence, 1.32 feat west of the center line of the road, and about 1, feet higher than the road. DESCRIPTION OF BENGH MARK DesiCnation Tidal S State Washington CcuntY Island Nearest town CoupsvilLe County Islazd Cistance and direc.tlnn i,om nearest town f,.3 mi1e9 south Character n! mark Bronze disk Stamplnr NO 5 1952 Established by Q, S. Coast and Geodetic Survey Detailed description 1,,2 miles southeast alot>,q State Highway 1 D from the county eonrthousa at Conpeville, thence 3.1 miles sot>v'ieast along Fort Casey Road, at the Fort Casey quartermaster watvhouse, at the ens: aryl of the building, in the top of the south- east comer of the concrete basement step, 67z feet north of the center Line of the road, 5.3 feet east of the salt Yace of the builditL3, 1.2 feet northwest oY the southeast corner of the step, and about 1 foot lower than the road. DESCRIPTION OF 6ENCH MARK Des!:7na'ion G 1 36 (USF~ State Washington County IBland IJeuest sown Coupeville County Isls=d istar.~e z ^';rectlnni,-.m. ncnrest town 4,3 7ailes south !"i,a racier ui•,~...,n $ran.e disk Stami~~n€ G 136 IIEP 30 Ec.at~i;.hocJ ~ ~-^. ~ U. S, Army Corps of Engineers Jc:ci'.ec ~er:,.l .,,.~r 1.2 miles southeast along State Hi~w;Y 1 D f2~om the county eatrthouse at Coupeville, thence 3.1 miles southeast along Fort Casey Road, about 90 yards south- east of the Fort Cases quartermaster warehouse, about 95 yards sotath of a triple :road }unction, about 50 yards south of Fort Casey Road, 85.2 feet southeast of the south corner of the post exchange b++il~tnc, 34.6 feet northwest of the west career of the Chapel, 24~ feet east of the center line of an asphalt road, 1.5 feet west c$ a wit- ness Irnst, about 'level with the asphalt road, affil sot in the top of a concrete post Ixo3ecting 0.4 foot above the ground. DESCRIPTION OF BENCH MARK Deel,gna:;,n Tidal 4 State Washington County Island ...~ ...,..~ .: Coupeville County Island __.._c a.,r d~-ecti:.n iror;~~ r...arest :own 4,5 miles south Cr,....~rt.r ......:,rk Bronze tidal mark disk Stan,FinS NO 4 1952 Ec;ai.ii=. ~.~ U. S. Coast and Geodetic Survey ~~:.....,... cr:1.2 miles southeast along State Highway ID from the county courthouse at Coupeville, thence 3.3 miles south along Fort Casey hoed, in the southwest sane of a 2%a-Soot circular concrete ~oase for an electrical pole (pole has bear renoved), 37 feet southwest of and across the road from a lone fir tree, 10 feet southwest of the center lire of the mad, 21.5 feet southeast of power line pole I1o.102, 0.7 foot northeast of tre northeast edge of a concrete sidewalk, about level with Lhe mad and aidewrlk. DESCRIPTION OF BENCH MARK Dr; 1;:..;~:~:n Tidal 3 S!.:';o Washington County Island . ., ....., Coupeville ~vun7y Island ' , ._ ,• .• .. ... ... ,... ~..., .:n 4.7 miles south amaze tidal nark disk St.,n,pint: NO 3 1952 ~- ~~~~ ~ ~"~~ f :; U. S• Coast sad Geodetic Survey ~•~~~~~ ~ ~ ~ "1.2 miles southeast along State Highway 1D from the county courthouse at Coupeville, the;lce 3.5 miles south along the port Casey road, about 250 yards northwest of Lhe }:eystone Ferry Landing, at an old abandoned furnace building, in the top of the south end of the bottom concrete step of the catcrete stairway on the north side of the building, ll77~ feet southwest of the center line of Lhe road, 33.9 feet zest of the northeast comer of the building, O,g foot north of the Seca of the builaing, U.b foot above the surface of the concrete sidewalk. DESCRIPTION OF BENCH MARK Tidal 2 .... Washington Cr~unty Leland ~• ~ ~~ Coupeville ( ~~ Island - ~ ~. ~ ~.. ~ ~, ~. ..'. 4.9 miles south - ~ - Bronze tidal mark disk St.,mpinq NO 2 1952 U. S. Coast and Geodetic Survey .. ... ~ 1.2 miles southeast along State Highway lD from the county courthouse at Coupeville, thence 3.7 miles south along the ffirt Casey road, about 1W yards northeast of and across toe road from the Keystone Ferry Larding, in the top of the southeast comer of an a- by L2-foot concrete tide catch basin, 49Ij feet north of the center line of the road, 41 feet northwest of power line pole, about 4 Peet higher Lhan the road. DESCRIPTION OF BENCH MARK Dr.~: _ Tiaal l Washington County Inland ., _.. .. ~ Coupeville C:~.:r,ty Island ... .. c. •. ~,...~.... ..~ ~_ ~.. , 5.0 miles south G.. .. _....,._v. Bronze Li dal mark disk Str~mplna NO 1 1952 `-°:~,' U. S. Coast and Geodetic Survey D=ir:!'...c._-- c.• 1.2 miles southeast along State Highway 1D from the county courthouse at Coupeville, thence 3.8 miles south along the sort Casey road, at the Fort Casey eharf, about 300yaros east of the Ifeystone Ferry landing, about 150 Yards east of the "T" ju.~ction of a gravel road leading northeast, 73.7 feet southeast of the northwest end of the approach to the wharf, in the top of the west corner of the northwest coacsete support for wharf, U.b foot east of the went comer of the concrete support. DESCRIPTION OF BENCH MARK Deli _r.z:'cn AIk:IaAI.TY W'rST BASE State Washi.ng`wn ~ County Island arcs tc:.n Coupeville County Island r. a Dls.zr cc a ~ dire~ticn frc.m nee res: '.c:vn 5.1 miles south C:~~~a-aca• u` nark Bronze triangulation station disk Stzmpiny qy gASE -- :.. U. S. Ccast and Geodetic Survey De;c~!=.a derv ^;>r,1.2 miles southeast along State Highway 1D from the county courthouse at Coupeville, thence 3.8 miles south along the Fort Casey road, thence 0,1 mile northeast along a county gravel road, at Admiralty Head, about 4OG yards northeast of the i,eystone Ferry i,ar:ding, 99~ feet northwest of the center line of the mad, 19.7 Seet east of a 3-foot circular concrete power line role base (pole has been sawed off), 1.8 feet souti:nest oS a xitness post, about level withthe mad, and net in the top of a concrete post e:;cased in tin projecting u,4 foot above the gmund. REPLACES LIST OF AESCRIPTIONS FOR LING 105 DATED MARCH 2j, 1953 PUBLISHED AND PRINTED ]3Y: II.S, DEPARTMENT OF COb1hiERCE COAST AND GEODETIC SirR'JEY WASHINGTON D, C, DESCRIPTION OF BENCH MARK VERTICAL CONTROL ®ATA by the Coast and Geodetic Survey SEA~LEV EL L7AT'JM Of 1929 DesignationADMIRALTY NvESf BASE R.M.2 State 1'rashington County Island Nearest town Coupavilla Coumy Leland Distance and direction from noarest town $,1 miles south Character of mark Bronze reference-mark disk Star„ping Estatluhed by II. S, Coast and Geodetic Survey Detailed Jesrription 1,2 mi7.es southeast along State };i~way 1 D from the county courthoLse st Coupevi_lle, thence 3.8 miles south slang For'c Casey Road, thence 0.1 tri.le north- east along a coturty graded mad, at Adm:-salty H°ad, about 400 yards nort:,ea•t of the Keystone Ferry landing, is the top of the northeast edge of a 3_,foct circular concrete power line pole base (pole ht.s been sawed off), 1081; feet north',:est of tt:e center line of the mad, 20.15 feet west of tr`A t,vlation-station f.D~°LTY 'i~S: Fi'..~, 6.3 foot east of a wooden post projecting 13z feet above the grotud, and about 1 foot above the ground. DESCRIPTION OF BENCH MARK Designation W 344 State Washington County Island N-are=_t fawn Coupeville County Island L'i.~".,nee : nd direction from nearest town b.l miles southeast C7-,-,-; c;er of mark Hmnze disk Stamping W 344 1952 E~:.t:i:Il;J,ed by U. S. Coast and Geodetic Survey Do;;•'~''~ed dcuri ptinn 1.2 miles southeast along State Highway Ill from the county courthouse at Coupeville, thence 3.9 miles south along the Fort Casey road, thence 0.1 mile east along a county gravel mad, about U.1 mile west of and across the mad from a target observation building, in line with a row of east-west poles, 63 feet north- west of the center line of the mad, 3,1 feet east of a 3-inch iron pipe set in concrete projecting 1.3 feet above the ground, 2.4 Peet west of a witness poet, about level witt~the road, and set in the top of a concrete post projecting U.5 foot above the ground. DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT SP i.'etra V~~o:r•z~ei~t No. l.4 State Washington County Island ': -.nnrc and d~. rection from h.ench mark U.5 mile oast of i7 344 f r ~' r,led dcoca;ption At the surface cf the apprro,dsrate center of the "T" junction formed by a nvrth-south gravel, mad and a gravel mad leading xest. DESCRIPTION OF BENCH MARK .. -... CO. 2(USED) State Washington County Island .• .. _. ....~ Coupeville C.~unty Island ,': c ~ ect nn tern ncarezt town 7.6 miles southeast c" art k Bronze disk Stamping B Y CO 2 1943 ~...,,.., Corps. of khgineers U, S. ArtgP i~~c;:. :-, ... ,. sn 6,3 miles sotrtheast along State Highvay 1D from the county courthouse at Coupeville, *_hence 1.3 miles west along an asphalt mad leading tv' Keystone °rrry, 0.9 mile oast ann north along a gravel mad from B.M. W 344, at the inter- r.,et:t.ion of the asphalt and a gravel mad, 147 feet north of the agates line of t'ne aspnalt road, l~>.0 feat xeot of and across the gravel road from the southwest coxrc;r• of a farmhouse, 21 feat west of the ce-,ter llzze of the gravel mad, 1.1 .~. south ct a witness post, about level. with the gravel mad, and set in the top cf~a concrete post projecting 0.3 foot above the ground. DESCRtPT10N OF SUPPLEMENTARY ELEVATION POINT Er.tra Foresight lie 15 State Yh;:i,jz>LtOn County Island Di; .ace anc d~rect~on born bc.~.,`~ mark ;rear CO 2 (U:,:Si) a~.ai!ed!f~:sc.iption S•,u3ace of ti,e cer.Lar Iir^ of a north-tooth aspY.lt read at the i.z:ter- section of the center ].in: of ar. e::~ :~st gravel rand, DESCRIPTION OF BENCH MARK PAGE N0, 14 105 WASH. N01'EMBFR 196e Drs!r._.r•n $ 344 S; :;c Washington County Island ~, ... .. ..n Coupeville Co,:m~ Islard .._ .:. ., - ,n. ., .,,~~ 6.3 miles southeast l'b:~•~:'~ ~. ~~..~n ~~~Bmnze diak~ StunydnglC ylr4 19`J2 - II. S. Coast and Geodetic Survey .. .. ~ ~ 6.3 miles soothers along State Highwgq 1 D from the county courthouse at Coupsville, at the 'Y° junctian of a county asphalt mad leading west to Keystone retry, 1.3 miles east of H:?. CO 2 (USED), ~g feot southwest of the center line of the highway, 32~ feet south of the center line of the road, 12.9 feet south of power 1Lne pole 1595, 1,6 feet nortfi+rest of a witness post, about level with the hi.ghw~' and sot in the top of a concrete post projecting 0.4 foot above the gmtmd, D? STU RH ED 195'; -sport,-- apparently a bulldozer has been working around th=_ intersection and pu:;hed into the monument. :'onct,ent is trzshed partly out of found and leaning to east. Elevation will not be correct. DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT ;tra Fort ~.4•, i,+. N^. 16 State l'Ja:;hington County Island inc^_ m,d d'ncd'wn from bend, mark At g 344 D~. ~. ~,Ihi sic:c ;.;ion pt the surface of the approximate center of a "]^' junction formed by State P.ighway 1D and a mad leaavtg northwest to the Keystone Ferry. DESCRIPTION OF BENCH MARK Dr='. ~-.. _ . 11 328 ,,, ~iashington County Island _ . ..~. Coupeville C..,,ny Island .. ...... . ..... ...... . . ..... ... n 7.4 miles southeast CI~~,:..~.._. .,...,'~~Bmnze disk Stamping M 328 1452 •- U. S. Coast and Geodetic Survey _. -:~,7,4 miles southeast along State Highway 1D from the county courthouse at ~oupeville, 4.1 miles north of the post office at Greenbank, about 59 yards west of and across tY,e highway from Lhe southeast end of a cut bank, 147 feet northwest of power line pole ;JO.1623 with a guy wire, 34.0 feet southwest of the center line of the highway, 2.3 feet northwest of a witness poet, about 2 feet higher than the highway, and set in the top of a concrete post projecting U,4 foot above the ground. DESCRIPTION OF SUPPLEMENTARY ELEVATTTON POINT Extra Fort-!_•ht No. 17 State vashington County Island U is`.ance end direction from bench mark 0.35 mile south of M 326 Uetzl!ed c.'e=_cription ht the snrface of Lhe approxirate center of a "T° junction of State Highaap 1D and a gravel mad leading east, DESCRIPTION OF BENCH MARK Des~_rr:yen 54 R S (USGS) S>re W'ashington Ccuntc Island ':ez-e=: .~•.., Greenbank ~ Island gP .:.~ ce a-, ~~ d~rsciicn 4om nee res' -,, ::n 3,2 miles north Cnzr._arr<mark Bronze dirt: Stamping 54 R S 312 1940 ~-- U. S. Geological Sun~ey ~'-=~~~-~'~'`'~J-- r`i~~'n3.2 miles north aion; State [iighwap 1D fzrom the poet office at Gre~bznk, 6.3 miles southeast oP the cc,mty courtheuse at Coupeville, 92.5 feet nortF, of the north corner of a £arnt:caee, 'T1 S'eet. southeast of a power line pole xi th a transforrer, 50~ feet southwer:. of and across; the highway from a telephone pole, 19~ feet southwest of the oats line cf the bigh~y, 2..2 feat southeast of a witness post, about level with the 'toy„huay, and sat. ir: th. top of a coaorets post flush with the ground. SP SP C7 REPLACES LIST OF DESCRIPTIONS FOR L1 NE 10~ DATED MARCH z3, 1y53 VERTICAL CONTROL DATA PAGE No. t5 PiTBLISHED AND PRINTED BY: by the r Coast and Geodetic Surve l05 WASH. U.S. DEPARTMENT OF COMMERCE Y COAST AND GEODETIC SURVEY SEA LEVEL oAr.,M of tezs NOYEMBgt 1960 WASHINGTON D.C. Line 1 DESCRIPTION OF BENCH MARK Designation N 328 State Washington County Island N rarest town Greenbank County Island Distance and direction from nearest town 2.0 miles north Character of mark Brbnze di 6k Stamping N 328 1952 Established by U. S. Coast and Geodetic Survey Detailed description 2.0 miles north along State Highway 1D from the post office at Greenbank, at a "T" junction of a track road leading rest, 44~ feet northeast of the approximate center of the "T" ,junction, 29.0 feet east of the center line of the highway, 15 feet southeast of a telephone pole, 1.7 feet rest of a witness post, about 2 feet higher thanthe highway, and set in the top of a concrete post • projecting 0.5 Toot above the ground. DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT Extra Foresight No. 18 State Washington County Island Distance and direction from bench mark 0.45 mile north of P 328 Detailed description At Lhe surface of the approximate center of a "T" ,junction of State Highway 1D and entrance Brave to a gravel pit, east of the highway. DESCRIPTION OF BENCH MARK Designation P 328 State Washington County Island Nearest town Greenbank County Island Dist: nee and direction from nearest town 1.0 mile north Character of mark Bronze disk Stamping P 328 1952 Established by ll: S. Coast and Geodetic Survey Detailed desorption 1.0 mile north along State Highway 1D from the post office at Greenbank, at. a curve in the highway, at the "T" ,junction of a track road leaning east, 99} feet south of a telephone pole, 56 feet north of a fence comer, .52.0 feet east of aria across the highway 3'rrom the east property Line of U. S. Naval Reservation Bomb and Rocket target area, 42 feet north of the center line of the track road, 34.0 feet east of the center line of the highway, 2.U feet west of a witness post, about 1 foot higher than the hgihwap, and set in the top of a con- crete post projecting 0.2 foot above the ground. DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT Extra Foresight No. 19 State Washington County Island Cistance and direction from bench mark 0.55 mile north of 06 R S (USGS) De;aifed description At the surface of the approrimate center of the "T" junction of State Highvr{7 1D and a gravel road leading east. DESCRIPTION OF SUPPLEMEM'ARY ELEVATION POINT Extra Foresight No. 2G State Washington County Island Distance and direction from bench mark At bb R S (USGS) Detailed description At the surface of the center line of State Highway 1D opposite the center of the post office at Greenbank. DESCRlP71ON OF BENCH MARK Des'"~'~a~'^v 55 R S (USES) Ste?e Washington County Island . ~.... nn Greenbank County Inland : ,,, ,ce z.r.~ d~rettion `.rum ncares: ;own At Greenbank :., d c-:ark' Bronze disk Stamping 55 R 5 158 1940 .~i:.i~ci :.y U. S. Geological Sure ep ~-._~._:! dc~.crlptioc At Greerbank, about 0.1 mile southeast along State High~y LD Srom the post office at Green bank, at a "T" junction of a county gravel road leading rest, 81 feel south of the approximate center of~tihe junction, 26.0 feet south- west of the center line of the highway, 2.9 feet southesst of a fence post with smetal tag stamped 158.8, 1.3 feet northxest of a witness post, about level xith the highway, and set in the top of a concrete poet flush with the ground. DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT E•tra Foros~r6t tJ o. 21 State iiaehington County Inland . a acct c .... noes z. ~ n fn"n Vend, nark 0.1 mile north of Q 328 ' C,tal4 dclscrlption Surface of the center lines of the intersection of State Highway 1D and an seat-rest road (gravel). ' DESCRIPTION OF BENCH MARK ., ~ ._ Q 328 St.t. Washington County Island ' Greenbank C un;y Island ~.•. i .:~ .,,,...,, .::n 1,0 mile south SP ~ • Bronze disk St:,n,ph'C Q 326 1952 - ~~ U. 5. Coast and Geodetic Survey ,~~~-~ ~ "~~l.U sale south along State Highway 1D from the poet office at Greenbank, at the intersection of a private track road, 44?. feet east of end across the highway from a poxer line pole with a gyy wire, 22.0 feet seat of the center line of the highway, L,7~ feet south of the center line of a track road leading east, 2.0 feet southwest of a fence post, 1.7 feet north of a xitnesa poet, about level xith the highway, and set in the top of a concrete poet projecting 0.2 toot above the ground. DESCRIPTION OF BENCH MARK .-~-., ., H 326 .,. Washington County Island ~. .. ..., Greenbank C" my Ssland ... ... ... .:. .n... ,..., .,:.n 1.7 miles south C~::•r.~t~ ~ ,~.., ~ Bronze disk ~ Starnhin'„ R 328 1952 - ~- -- U. S. Boast and Geodetic Survey -~ ~ -~ •~~ 1.7 miles south along State Highway 1D from the poet office at Greeabank, at a "T" junction of a county gravel road leading east to Cottage Grove, 55 £eet south of the center line of the road, 57 feet northwest oP a telephone pole, 31.6 feet northeast of the center line of the hlghwap, 2.2 feet eouthweat of a xitness post, about 4 feet higher than the highway, and set in the top of a con- SP Crete poet projecting 0.4 foot above the ground. DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT SP Extra Foresight No. 22 State Washington County Island is;znce znd d.redion from bench mark U.1 mile south of Q 328 Detailed description Surface of the approximate reenter of a "yn junction of State Highway lit and a gravel road leading east. DESCRIPTION OF BENCH MARK SP SP Desi_na;ion G 4 36 (USED) Sat= Washington ~ Ccun;y haland ....::.n Greencank Cv.rt,y Island -~. __ .. direr . ~ ;.~,., _-. ., •.n 2.4 miles south C~_- _ - :zrk, Bronzendiak• Stamping G 4 36 EIEti 331 - '.shed e Corps. of FYtgineera U. S. Argo ..,. - = c•~~2.4 miles south along State highway 1D from the poet office at ~Greenbank, at a "I'" junction of a private track road leading west, at a fence corner, 147.7 feet zest of ar:d across the highway from the 'southwest comer of a small frame house, 27.6 feet west of the center line of the highway, 12 feet north of the center line of the track rord, 1.7 feet south of a witneea post, 0.4 foot west of a comer fence poet, a!wut 2 feet higher than the highway, and net in the top of a concrete peat projecting 0.1 foot aFave the ground. REPLhCES LIST OF DESCRIPTIONS FOR LINE 105 BATID MARCH 23, ~y53 VERTICAL PAGE N0, 15 CQNTROL DATA by the 105 WASH. PUBLISItED AND PRINTED fiY: Coast a nd GeodeUC Survey U.S. DEPARTMENT OF COMMERCE ser.~uevEU DAT~JM OF :929 NOV$MBT1~i 7960 COAST AND GEODETIC SURVEY WASHINGTON D,C. DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT SP DESCRIPTION OF BENCH MARK Extra Foresight No. 23 State Yashington County Island L+. ~. -.~ U 328 ° ~~•+ Washington County Island , Distance and direction frorn bench mark U•3 mile south of G4 36 (USEL) • nq Island ~ Greenbank t Detailed description Surface oY center line of State Highway 1D at the "T" junction of ~ ~ - ' r" ~ - ~• ••'' S•0 miles south ' '~~ ~~~ Bronze diak,I~~~ St,,,P"!a U 328 1952 a gravel road leading east. .~~ U. S. Coast and Geodetic Survey ,, ~... ~ 5.0 miles south along State Highway 1D from the post office at DESCRIPTION OF BENCH MARK Greenbank, about 115 yards south of the "'P' junction of a gravel mad leading east to the county gravel pit, 31.8 feet zest of the center line of the highway, nntion 5 328 St,itc Washington County Island i Dc 9.0 feet northwest of a triangular blaze on a 12-inch fir tree, 2.0 feet east of ,, s N~a~r;dt„wnGreenbank Cnnnty Island a witness post, about level with the highway, and set in the top of a concrete Dist.u,ce and direction frorn nca rest town 3.4 miles south poet pm jeCLing 0.4 foot above Lhe ground. Clara ctcr of mark Bronze disk Stamping S 328 1952 E staidished Ly U. S. Coast and Geodetic Survey DetnileJ dcsu'q,tlen 3.4 miles south along State Highway l.U from the post office at Greenbank, 57~ feet southeast of and across the highway from the north end of a DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT cut bank, 48 feet east of and across the highway from poxer line pole No.W 92, 27.5 feet east of the center line of the hlghiay, 6.9 feet southeast of a tele- i,tra Fmr~J~~61 Nr 27 State Yiarhington County Island phone pole, 1.9 feet northeast of a tidtnesa post, about 1 foot higher than the DVsiancc and d~~:.ctl~~n Ir...+. L,~nch u,.uk O.uS mile northwest of V 328 highway, and set in the top of a concrete post projecting 0.4 foot above the D-~.:ailed d_~a;:rq.hon "Y" junction of the center lines of State Highway ill and an asphalt ground. mad leading east. DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT SP DESCRIPTION OF BENCH MARK SP • Extra Foresi~+ht No. 24 State Washington County Island ~, tree and direction from bench mark 0.45 mile north of T 328 D n V 328 ~~" Washington C"""tY Island :. :. ~,'~et descr ptien Sltrface of the apvmAmate center of a°Y" junction of State Highway '• '~ '~~Greenbank t ~'"~'7 Island li,' and a gravel road leading northxest. .. ~ -'~ ~~~ ~ ~^ " ~~~~~ 6.1 miles south bronze disk St,rr~,niq V 328 1952 ., U. S. Coast and Geodetic Survey DESCRIPTION OF SUPPLEMENTARY `L.EVATION POINT SP i>'.: ' ""'~ 6.1 miles south along State Highway 1D from the post office at Greenbank, at the "r' junction of an asphalt mad leading west to Hush Point, E,:r:: Fa~es'r,ht Nn, 25 State Washington County Island 86.0 feet southwest of the center line of the highway, 24+; feet south of the center '- ~~.ceand cnzcuonfrom bench mark At T 328 line of the asphalt mad, 5; feet south of a poxer line pole with a guy wire, 1.9 De:;~. ,,,,i dc~~scription "Y" junction of canter lines of State liighwap 1D and a gravel mad feet south of a witness post, about level with the highway, and set in the top of a leading south Lo Mutiny bay. concrete post projecting 0.5 foot above the ground. DESCRIPTION GF BENCH MARK DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT T 329 Stave Washington County Island Extra ForeszF.t iJo. 2B StateYashington County Island • ~ ~ Greenbank County Island Dis:znce and direction from bench mark At V 328 _ _. ..c.-.•u' `-~,rn scares;'c~+n 4.2 miles south De:a led description "Y" junction of the center lines of State Highway lD and an asphalt -. ~...~ Bronze disk Stamping T 328 1952 mad leading xest to Mutigp Bay. __, _ U. S. Coast and Geodetic Survey ... _ ... ,-:,04.2 miles south along State Highway 1D from the poet office at ..,=.e~~.nk, about ll0 yards south of a "Y" junction of a county gravel road leading _.+.'s::~st to iusi', Point srd Muritp Bay, 73 feet southwest of and across the high- DESCRIPTION OF SUPPLEMENTARY ELEVATION PO WT ~• S'•~on the north end of s b-foot,-lil.gh cut bank, 57~ feet southeast of the center- .'::e of the. gravel road, ;1.0 feet zest of the center line of the highway, 21 feet Extra Foresight No. 29 State Washingtiun County Island e,::?.heast of a. 5-foot stwro projecting atwut b feet above the ground, 2.0 feet Dls'.ance ar.d dvectior. from botch mark U.35 mile south of V 328 .t; c_' a ~r.tness post, about level uth the highxap, and set in the top of a Detailed description At the cuter lire of State Highway ID at. the center of a prominent ...n::rete peat projecting 0.2 foot above the ground. curve. DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT DESCR{PTION OF SUPPLEMENTARY ELEVATION POINT $p Extra Fores'~~F.; P±e. 30 State ',5ashington County Island Distance znd ~!irection from bench mark 0.55 mile west oT 57 r. S (L'~S) _x'ra Fore;4ht f2c,. 26 State Washington County Ie]and Dctziled descrii:,5on At the intersection of the cen'~er lines of State Highway 1D and a ~s:ante a~,d rirection from bench mark 0.3 mile south of T 328 north-south gravel mad. Dc'ailed description "T'" junction of center ilres of State Highway 1D and the mtfanca ' drive to a gravel pit on the east aide of the highway. SP • SP SP REPLACES LIST OF DESCRIPTIONS FOR LINE 105 DATED MARCH 23, 1,9$3 PUBLISHED AND PRINTED BY: U.S. DEPARTMENT OF COMMERCE COAST AND GEODETIC SURVEY YlASHINGTON D. C. VERTICAL CONTROL DATA by the Coast and Geodetic Survey SEn-LEVEL DATJM OF 1929 DESCRIPTION OF BENCH MARK Designation 57 E S (USGS) State Washingtm County Island Nearest town Greenbank County Inland Distance and direction from nearest town 7.1 miles southeast Character of mark Bronze dink Stamping 57 R 5110 1940 Established by U. S. Geological Survey Detailed description 7.1 miles southeast along State Highway lU from the post office at Greenbank, at Habor Getter, about 80 pards east of the "r' j~,lnction of a county rroad leading north to Saratoga and East Harbor, 92.3 feet north of the northxest corner of a small shingle house, 517 teat east of the center line of a gravel road leading south to the Harbor Custom Cannery, 17.2 feet south of the center line of • the highway, 4 feet asst of power line pole No. W 191, about level with the high- way, and set in the top of a concrete post flush with the ground. 1958 report.-- Original description is good. This mark is in the black mopped paved side:+alk 6 Peet east of power pole No. W 191. DESCRIPTION OF BENCH MARK Designation w 3zs State Washington County Island Nearest townGraenbenk County Ia]and ' Distance and direction from nearest town g,l miles southeast Character of mark Bronze disk Stamping W 328 1952 Established by U. ~S. Coast end Geodetic Survey ~ctailed description 8.1 miles southeast along State Highway ZU from the post office at Graenbank, 8.6 miles northwest of the post office at Clinton, at the "T" junction oP a covntp asphalt road Leading south to lbuble Bluff, 63 feet northeast of the approximate center of the "T" junction, 29.0 feet north of Lhe center line of the highway, 4.5 feet south of a fence, 3 feet north of a telephone pole, 2.0 feet west of a fitness post, about level :aththe highway, and set in the top of a con- crete post projecting 0.4 Soot above the ground. DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT Extra Foresight No. 31 State Washington County Island Clstance and direction from bench mark pt l't 328 Detailed description pt the carter line of State Highway 1D at the "T" junction of an asphalt road leading southwest. DESCRIPTION OF BENCH MARK GP Desi~n,~.t:'on 58 R S (USGS) Slate Washington County Island :~;::.~;= :cum Clinton County Island Distance s ~' direction tram r,r, crest town 7.7 ffiles northwest C.i. r.ru=:r o? m.rs Bronze disk Stamping 58 R S 71 1940 Ec:;::;Ia;-. d t;y U. S• Geelogical Survey ..r.,,, ::: da~:r:;.r~-:n 7.7 miles northwest along State Highway 1D from the post office at ~Cllnton, at Lhe "T" junction of s track road leadLng northeast, 48~ feet northwest of a teiept:one pcle with a metal tag staaped 70.7, 43k feet northeast of and across Lhs highway from power lire pole No.I946, 18.8 feet northeast of the center line of the highway, 20 feet southeast oP the center line oP a track road leading north- east, 1.4 feet southeast of a witness post, about level with the highway, and set in the top of a concrete poet flush with the ground. DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT Extra FeresicF:?tJo. 32 State Washington County Island Distance and dire~,aion from bench r,-nark U.2 Mlle south of 58 n S (L'SGS) Detailed description At the center line of State Highway 1D at the "T" junction of a gravel toad leading southwest. Sp PAGE NO. 17 105 WASH. NOVEHBFR 1960 i nc, 1 DESCRIPTION OF BENCH MARK .-.. :, x326 St.-,!,~ Washington County Inland ..n Clinton C,•~nts Inland . .. .. ..: :.:... ....... ;..: ~: „~•.: •,...: t..:•.', 7.1 tnllea northwest . ... ... .. bronze disk st~ogdn,: x 328 1952 ,.i :. U. S. Coast and Geodetic Survey ~~ '~ '~~~ 7.1 miles northxest along State Highway ill from the post office at Clinton,•at the "T'junction of a private gravel drivewayleading south, Sn the top of a o- by 4-foot embeded granite boulder projecting 3~feet above the ground, 104.6 feet northwest of the northwest comer of a white frame house, 64 feet southwest of power line pole ::o.'W 252 xith a transformer and a guy wire, 59.U feet southeast of Lhe center line of the highway, 5U.9 feet southeast of n fake comer, 407 feet west of the curter line of the driveway. , DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT SP Extra Feresi~,,•h! N~. 33 Statc Washington County Island Di~!anc,c nn:1 duoctim, (turn bench mark 0.3 adle south oS x 328 De;adaci description pt the center line of State Highway ill at "T" jtunction of a gravel road leading northeast. DESCRIPTION OF BENCH MARK ~- ~ ~ ~'~ 59 k S (USGS) .,. Washington C„unit' Island .. ~ ~ .... Clinton r'~~~,r4y Island .,. _ .. .,. , ,. , .. ,..0 6.3 miles northwest _ ~ ~ ''.. ~ bronze disk `~t..'~~n~'~~~ 59 H S 50 1940 U. S. Geological Survey - ~ ~ - ~ 6.3 miles northwest along State Highway lU from th? post office at Minton, at Bayview Uorners, at the "T" junction of an asphalt road leading north to Saratoga, 1:e3.7 feet northwest of the northwest corner of a large white frame builaing (American Legion Post flo•141), 60.0 feet northeast of and across the highway from the northeast corner oS the Bayview Cash Store, 16l feet east of the approxir,,ate center of the p1 T" junction, 12.4 feet north of a power line pole with a traffic signal, 4.0 feet south of the prolongation of the center line of Highway leading zest, 1.2 feet zest of a r2tness post, about 1 foot higher then the highway, and set in the top oP a concrete post flush rydth the ground. DESCRIPTION OF SUPPLEMENTARY ELEVATION P01NT SP Extra Foresight No34 State Washington County Island Distance and direction from bench mark At 59 R 5 (USES) Detailed description Center line of State Highway 1D at the "T" junction of ea asphalt road leading north. DESCRIPTION OF BENCH MARK Desi_-^.aticn Y 328 Sate Washington County Island . ._:.;:,n Clinton C^un+,y Island -_..c: d'r. ,.'.icn , - r. _~ -., ,-.. ~ 5.5 miles northwest C^arzcte~o? n,zrk Bronze disk 5:: rr.;. r5 Y 328 1952 -~~- U. S. Coast and Geodetic Survey _o.sl:ed de_=-~Iraon 5,5 miles northwest along State Highway 1D Srom the poet office at Clinton, at the "T' junction of a private a.^iveway leading north to a farmhonae, 81.6 feet north of the center line of the highway, 72l feet xeat of the southwest corner of a farmhouse, L., feet west oS the approximate center of the driveway, 1.7 teeL southeast of a witness post, about 5 feet higher than the highway, and set is the top of s concrete po aL pxo jectirig 0,2 Soot above the ground. $EPLACES LIST 6F DESCRIPTIONS FOR L1 NE 105 DATED MARCH 2j, 1953 PUBLISHED AND PRINTED P_~Y: U.S. DEPARTMENT OF COi•1i•iERCE COAST AND GEODETIC SURVEY WASHINGTON D,C. DESCRIPTION OF BENCH MARK VERTICAL CONTROL DATA PAGE N°• , is by the Coast and Geodetic Survey 105 WASH. SEA.~E VET DFTJM OF 1929 ~10VEhjpPR 196D DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT SP Cesi~nation 60 R S (USES) State Washington Coura7 Island Nearest L~::n Clinton County Island Distance and diiectlon from nearest town /~,/~ ffilen northwest Charncicr ei m,,rk Bronze disk Stn.;.ln , bG $ S 176 1940 Established by U. S. Geological Survey De,ailcd description 4,4 miles northwest along State Highway 1D from the post office at Clinton, at the "T" junction of a private driveway leading south to a farmhouse, about 60 yards northwest of the farahouse, 48 feet nest of a poxer line role with a guy xire, 23.6 feat south of the center line of the highway, 17 feet east of the center line of the driveway, 5~ feet northwest oP a fence comer post xith a metal tag stamped 176.3, 1.5 feet west of a witness poet, about 2 feet higher than the highway, and set in the top of a concrete post Plush with the ground. DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT Extra Foresight No. 35 State }ysshington County Island Gis'ance and direction from bench mark 0.4 mile southeast of 60 H S (USGS) Detailed description Center line of State Highway 1D at the center line of a gravel road crossing. DESCRIPTION OF BENCH N4,'vRK Dr, ~ n:~.t~nn l 328 State Washington Count, Island ~. ... .,.~ Clinton County Teland -,,., :~,;i d~r,~ction trom~nerrost town 3.4 miles northwest " ... ,~ ~~.~.rk Bronze disk 5,.~.n,!n: L 328 1952 .....,.i,~ U. S a~L and Geodetic sl:rvey G- -. .-. ,,.~crfntfnn 3,4 miles northwrest along State Hig'rwav iu from tirr }=~~` office at Clinton, at the "Y" junction of a county asphalt mad leading south to Glendale and }Haxxelton, at Midvale Comers, 100 feet southwest of the approximate center of the junction, 34 feet rest of the center line of via c..unty mad, 4.0 feet northwest of t.i~e northeast corner of Hunter Auto Service ;3rrilding, 1.3 feet north of the north face of Lhe building, about level witY.the highv+ay,and set in the tofof a concrete post projecting 0.2 foot above the ground. DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT -,=. F::••~r~•~~t, fJ o. 36 State ~~ashington County Island '_ .. '•',d direction irom bench mark At Z 32a . .,..siCesrlption Center line of State Highway ill at the center cf a long curve. DESCRfPTION OF BENCH MARK .~~. 51 8 S (U~3Sj State Washington Ceurty Island ... Glir Ice ~~~, my Island rc . ~..., , +:n 2.2 miles northwest ~-. ..'~~... Bronze disk St:r,;~lne 61 R S 338 1940 -~-- U. S. Geological Survey ~~~•~:~.cn 2,2 miles northwest along State Highway 1D from the post office at Ciir.toa,'~at the intersection of a north-south asphalt road, 144 Peet north of the appr:;,-.irate center cf the vl*.ersection, 89 feet acutheast of the center line of the n'::;,xrp, 67l feet north of a pexer line pole, 42.7 feet cost of the southeast corner of a xhite fra.~e service station building, l9~ feet east cf the c-~::.r7 'one of the mad, 5? Sect r:crth o.f the rcrth end of a gate ni Lh a n:etai tag stn=:ped 337.7 on the gate post, 1.6 feet north ca a witness post~l.3 feet rest of a rail fence, &oout level with the n,ac, :•nd set i_n the top of a concrete post, projecting 0.1 foot a'oove Lhe grout; d. Extra Foresu~ht Ne. 37 State Yashington County Inland Lance and direction iron, bench mark At bl R S (UPS) Do:aiied description Center line of State Highway 1D at the center line o an asphalt load crossing. DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT SP Extra Foresi•~ht tJo. 38 State Washington County Island U lssnce and direc±ion from bench n nrk U.2 mile northwest of W 343 Detailed d~•ccnption Surface of the intersection of State Highway ill and a gravel road. DESCRIPTION OF BENCH MARK Dray°nn'ion W 343 St me "nashington County Inland :. _., ,..:.nClinton C;,ur~,ty Island ~C.na nd d!rrrctVcn iron, n:,,. ., ;ov:n 1.2 miles northwest .. _. _ - ~.f n,.~rk Bronze disk St.:ny,inn W 343 1952 . ~Ik,l~.cd l~~. U. S. Coast and Geodetic Survey -•-,~'' :~'~~u'+ 1.2 miles northeeat along State Highway 1D from the poet office at Clinton, 0.1 mile east of a "Y" junction of an asphalt road leading southwest, 637 feet south of and ac roes the highway from a telephone pole sitting in Lhe Hide of a deep cut with an extra pole as a brace, 41.0 feet south of the center line of the highway, 8 feet north of the north aid of a 4-foot-high boulder, 71 feet west of a power line pole, 2.U feet south of a xitneee poet, about level with the hlgh- xay, and set in the top of a concrete post projecting 0.3 foot above the ground. DESCRIPTION OF BENCH MARK Desi-"nati^n 62 R S (USGS) State Washington County Island -r: ~c s: t: ::n Clinton County Island _ncv a d direction tn-~rn nev rest toz~n At Clinton ~F.cracter ~. n-,ari< Bronze disk St:: ~ b2 R S 149 1940 .._s~adt,Y U. S. Geological Survey .-.....~.ed cescr„~,'.Ien At Clinton, at the Post UYfice, at the "Y" junction of State Highway SP ~ ill and an asphalt mad leading south, 100.0 Peet south of and across the highway from the southwest corner of the post office building, 41~ feet southwest of the approximate center of the "Y" junction, 33 feet south of the center line of the highway, 27 feet west of the center line of the mad, 91 feet southeast of a farce corer, 1.1, feet east of a fence, 1.4 feet north of a xitneas poet, about 1 toot higher than the highway, and set in the top of a concrete post projecting 0.1 foot above the ground. DESCRIPTION OF BENCH MARK Dergna:ion 63 R 5 (USGS) State Washington County Island est ,,, •m Clinton C,"u ,y Island I ~r,ce and direction from nearest tov.~r, 1.4 ffilea south i;ha: cs ~'.'er of rnzrk Bronze disk Stamping 63 R S 11 1940 ;! °d 'o, U. S. Geological Survey ~.... -.,:__ 0.15 mile southeast along State HiRhwap 1D from Lhe post office at Minton, thence 1.0 mile south along a county asphalt and gravel mad, thence 0.25 a east :. oag a - •,uity gruuea r'~ad ~ .'im and John's resort, about 130 yards~weat of the shore line of Possession Sound,~70.1 feat north of the northeast corner of a large white house, b0} feet west of power iir.e xle tio.2, 33 Yeet south oP the app- roximate center of the °?'" junction cf a eo,ty :rosd a:d a track road leading south Lo a group of cabins, 2j feet east of the cr~lter line o.i a drivevray leading to the house, 23<1 feet northeast of the east czd ':f an 8-ioc"r, c:cncrete pine culvert under the driveway, and set In the top of a concrete poet flush xlth the ground. SP RrPLACES LIST OF UESCRIPTTONS FUR LINE 105 DATED MARCH 23, 1953 PUBLISHED AP?D PRINTED BY: U.S, DEPARTMENT OF COD1MERCE COAST AND GEODETIC SURVEY WASHINGTON D,C. PAGE NO. 19 105 WASH. NOVEMBPR 1960 L~ ne 2', i • • DESCRIPTION OF BENCH MARK VERTICAL CONTROL DATA by the Coast and Geodetic Survey SEA~LEVEL DATJM OF 7929 Designation v 343 State Washington County Inland Nearest town Clinton County Island Distance and direction from nearest town 2,1 miles south Character of mark Bronze disk Starot,ln~ V 343 1952 Established by U. S, Coast and Geodetic Survey Detailed description U.15 mile southeast along State Highway 1D from the poet office at Clinton, thence l.b miles south along a county asphalt and gravel road, thence 0.35 mile east along a private graded road to the roads end, at the rest shore line of Possesion Sound, east-southeast of and across the sound from the light house at Mukilteo Point, about 1.0 mile north along the shore line from Glendale, in the top of the east end of s b- by 2-foot concrete water drain, about 75 yards southeast of a large white beach home, 127 feet southeast oP the end of the road, 1313 feet east of a power line pole with a guy wire, 4 feet rest of and about 2 fe•<t higher than the high rater line, 2.5 feet northwest of the southeast corner of Lhe drain. DESCRIPTION OF BENCH MARK Designation MARSH 2 State Washington County Ialassd Nearest town Clinton County Island Distance and direction {rom~nra re..t down 2.9 miles south Character of mark Bronze triangulation station disk Stan,pio,; L'AkLSH 2 1924 Established by U. S. U'oast and Geodetic Survey Detailed description 0.15 mile southeast along State Righxay 1D from the post office at Clinton, thence 2.75 miles south along a county asphalt and gravel road, at Glenaale, at the foot of the old ruins of a dock, y1.3 feet northeast of the appmxi:,ate center of a "1"' ,junction of a mad leading rest, 31.8 feet southeast of Lhe north- east comer oS the south one of three cottages facing beach, 24~ feet zest of the rest end of the dock and a log seawall, 1.6 feet south of a witness post, and set in the top of a concrete post pm~ecting 1 foot above the ground. DESCRIPTION OF BENCH MARK DeSigna;ion IUaRSH 2 it M 1 State 'rashington County Island Ncarert town ,ainton County Island .. Distance and direct6,.n from nee rest t~.wn 2.9 miles south Charzcteref mark Bronze reference mark disk Stamping MARSH 2 1 1924 Established ey U. S. Coast and Geodetic Survey Detailed description. 0.15 mile southeast along State Highway 1D from the post office at Minton, thence 2.7 miles south along a county asphalt and gravel mad, st Glendale, at the northeast comer of a large two-story frame building, in the north toner of a concrete porch, 124•o feet southwest of triangulation station ueacH 2, 32 feet southwest of the approximate center oS the "T' ,Junction of a east-rest gravel sued and a road leading north, 1.0 foot southeast of the northeast corner of the builaing, about level with the road. DESCRIPTION OF BENCH MARK ,,,=_igntticn MARSH 2 R M 2 State "naahingtoa County Island 'dearest ;:,wn Clinton County Island Dis:znce and direction 'nom nearest tovm 2.9 miles south Ciia ratter c mark rieference mark disk Stamping MARSH 2 2 1924 EsfeE.!ishe6 i,y U. S. Coast and Geodetic Survey De'ailea cr::cripticn 0.15 mile southeast along State highway iD from the post office at Minton: thence 2.75 miles south along a county asphalt and gravel mad, at Glenaale, at Lhe foot of the ruins of an old dock, 53.3 feet west of the we=-t end of the dock and a log seawall, 31.8 feet northwest of triangulation station ![AILSH 2, 41 feet east of the center line of the mad, 4.5 feet northeast of the northeast comer of the south one of three cottages facing the beach, 5•b feet southeast of the south- east comer of the middle one of three cottages facing beach, and set in the top of a concrete poet flush with Lne gro>Lnd. r-7 ,`@ ~•-- 1.g Mi_ S of Dece_v_tlon Fha9 i.o Ala S it. DESCRIPTION OF SUPPLEMENTAR'( ELEVATION POINT $p -rtra Purr ~.~;ht IJn. 8 State Washington County Island :; ~:,~,,ncc :::~.:.! ~+,:,,~rti,.n L.nn L,~nch mark At M 343 ~ ..:~kd ~i,. -5:~:ion At the surface of the approxi mete center of the "T" ,Junction of State highway lil and an asphalt road leading east. DESCRIPTION OF BENCH MARK ' L 343 5+.~,~~ Kashington C::.~~::~,y Island ~~ ..., ueception Pass r.~~: ntv Skagit and Island ' ~ ~ ~ ~ ~ ~• ~ ~ ~ .. ~ 2.7 miles southeast - cronze disk ' i,,,~r!~~" L 343 1952 .. ... U. 5. toast and Geodetic Survey . :: 2.G :files south along State Highway lD from the south end of Leception 'rase bricge, thence v.7 mile east along an asphalt road leading to Ala Spit, about 135 y rds east of the appiv:.i; ,=ate center of the intersection of a north-south asphalt read, L'1.0 feet southeast of and across Lhe road tron the southeast corner of a frame house, 27 feet southeast and across the road from power line pole IJO. 4223, 21 feet south of the ecs,ter line of the road, 9 Sect East of Lhe appmxi nc,te center of a gate, 1.2 feet south of a fence, 1.8 feet north oS a witness post, and set in the top of a concrete post pro}outing L.5 toot above Lhe mound. DESCRIPTION OF BENCH MARK ~" S 343 ~.- Vashington G.v:~t1 Island - ~~^ Leception Pass c-,~,~,ty Island and Skagit .... - "....., i:~_:., r,.:: ".;: ::.an 3•q miles southeast C":, -.•. -. r. - '. ~ .3ronze disY. "~~" ~ ~ S 343 1952 ~~~~ U. 5. roast and Geodetic Survey -~~-°' ~"' r, 2.0 Wiles south along State Highway 1D from the south end oS Leception PassFridge, thence 1.9 7riles east along an asphalt road leading to Ala Spit, at the scnthvrest comer of a clEaring, at the East a,d of a fill and the west end of a cut, 0.2 ails East of a north-south gravEl road intersection, 49 Peet north of the ce.-ster lineof tY,e road, 19 feet east of the center line of a track road lEadis7g north, 10~ feet north of a porter line pole, 2.G feet south of a witness post, a'tsut 2 feet higher than the svad, and set in the top of a concrete post projecting G.3 root above the ground. DESCRIPTION OF BENCH MARK C'es'_ z:'on R 343 Slat=. Hash'"~ton~ Cc~~ntY Island •• -~-.~..,c Deception Pass County Skagit and IsL3nd z. _: -. ; d'r .on ; , .. .-~ ~-, .., 5,3 miles east - --- _ r.:.~, Bronze aisk S;." R 343 1.952 -" - -~= L'. S. Coast and Geodetic Survey -=~~~' aicn 2.0 7yiles south along State highway 1D from the south end oP Decep:.ion Pass Fridge, thence 3.3 ^-les east along an asphalt road leading to Ain Spit, in the top of a large Erani.te boulder, in the northwest edge of a pasture, about 50 v rds northeast of the approximate center of a "r' ,junction of a dirt r~>ad leading north, at the northeast end of a cove, 97 Seet southeast of the southeast comer of a brick house, 92 feet south of and across the road from power line pole ;do.4927ntth a t:ar~sformsr, 32~ feet southeast of the center line of the read, 13.5 feet southeast oT a fence, about 3 feet higher than the mad. $cPLACES LIST OF DESCFtZPTZONS FGR LINE 105 DATED i9AftCH 23, 1953 PUBLISHED AND PRINTED F:Y: U.S. DEPARTMENT OF COh1MERCE COAST AND G;;ODETIC SURVEY WASHINGTON. D. C. DESCRIPTION OF BENCH MARK VERTICAL CGNTROL DATA by the Coast and Gecdatic Survey SEAcEVEL p?T,; !•1 OF 1929 Desipn:~tion Q 343 SY,te Washington County Island IV c:~: v:^. ;od.n Deception Pass C~,unty Skagit and Island Dist,nc and cilrt:ctir,n from nr;irest town 5.7 miles east CI:,. rt, r :~ m;,rk Bronze disk ~~ ": i r, Q 343 1952 at..!,:I:<I'~:•,i by U. S. Coast and Geodetic Survey Dol.;ilc.'. ~i c,crip+ion 2.0 miles south along State Highway lU from the south end of Dec epticn Pass Bridge, thence 3.7 miles east along an asphalt road lea du,g to Ala Spit, in the top of an outcrop overlooking Ala Spit, 63.7 feet northwest of the northwest cover of a house, 63 feet northeast of the center line of the mad, 51? feet east of power line pole No.40U2, 31.2 feet northeast of the east end of a 12-inch con- crete pipe culvert, 25 feet north of the center line of a track mad (driveway) leading to the house, about 1 foot lower than the road. DESCRIPTION OF BENCH MARK De=l,•~, tlon ALA H 2L 2 Stnie Washington Counh,• Island .. :~,rn Deception Pass County Skagit and Island .. ~._.. ,~ ~. n f,om n:.ucst town 5.8 Holes east ~- .u, r~recl Ci,:. •, .Her of mirk Bronze reference-mark disk fit'"~'~""= ALA 2 1924 :.'~il::•,eti i•~ U. 5. Coast and Geodetic Survey ~..-.:cd desna'~'on2.U miles south along State Highway lU from the south end of Deception .ass Bride, thence 3.8 miles east along an asphalt road leading to Ala Spit, a::out i10 yards southeast along the shore line from the south end of a warehouse _. Ala Spit, oa tt:e east point of the shore, at high rater line, 9d feet north- west of triangulation station ALA, 15 feet east and at the foot of a 20.foot Ligh bluff, ir, the top of a 3-foot high granitebov.'der projecting about 3 feet above the high water line. DESCRIPTION OF BENCH MARK - _ Ai.A Stntc Washington C:'•:"b' Island _. i~,eception Pass County Skagit and Island .... ::... „ : , n 5.8 miles east . ~ - ~ nrmze triangulation statior, disk ~~~~'~, ALA 1924 -~ U. S. Boast and Geodetic Sun~ey •~~ 2.0 riles south along State Highway 1D from Lhe south end of Deception _^~qge, thence 3•B miles east along an asphalt cord leading to Ala Spit, a'oout ._ y~: era, southeast along shore line from the south e_nd of a warehouse at Ala Spit, c;r the ecst pci.r.t of the shore, 7!.• feet.. east of a 30-foot high bluff, 57 feet east cf ti!e hiy;., water lire, i:~r the top of a 3-foot-high boulder. ..+.._. S scion is a':.~ut level with Lhc eater line and is arsash at high tide. DESCRIPTION OF BENCH MARK . .:A'nL;:; .. ~ c.,,,,. Gashington Co~,~ntc Island .._„wtio^ 'Pass Cn~.inty Skagit and Island ,. -_..,,..~, 5.8 miles east Bmr,ze reference lark disk S "'~ - C.,nLE 1934 .-, U. S. Coast and Geodetic Survey . .. ~~~ 2.U riles south alo.•rg State Highway lU from the south end of Deception ,, ..._cre, the:,ce 3.8 riles east along an asphalt mad leasing to Ala Spit, in ..-. nroxirate center of the spit, about C:.2 mile south of t..*,e northernmst point, about`a.l rile r.ortt: o` triangulation station ALA, about 100 ;.cards northeast of the north end of a xt,re:,ou:~e at ..la Spit, .130 feet east of the h ighv+ater line on the west. side of the sell, 5? feet west of the high water line en the east side of the spit, about 2 feet hi,~i~er than the high v.ater Line, and set in the top of a con- crete p:,st nmjecti,g 0.3 Soot above the grow~d. PAGE N0. 20 105 WASH. Nov~rR lg6c ToHL ~ DESCRIPTION OF BENCH MARK _ ~ -.. v,ia,a-::oa- 5:.,'0 7ashington C,:unty Island • ~~ •~ ieception Pass ~,-~~~: Skagit and Island . ..~ ... ~ . . , .. 5.8 miles east • :ironze tidal disk .,,.:~:,i:lo,• NO 1 1939 ~~ U. S. Coast and Geodetic :survey _ ._..~: 2.v Hiles south along State Highway Ill from the south end of Deception Pass cri d;;e, thence 3.8 miles east along an asphalt road leading to ALa Spit, on the northwest end of Ala Spit, about 2vU yards south of the most northern point of the spit, about 194 yards north of C., i,Lr: rt lt, about Vu yards southeast of the north- xest c.:d of aline of piling leading northwest-southeast, L25 ysrds west of the high vater l; r.e o:; the wst Bice of the spit, 20 feet east of the high water line on the +,~est side of the seit, about 3 Sect hi6her than the high water line, and set in the top of a concrete post projecting 1 foot above the ground. ~i.-,s .,3•-- L.~•. F; r:~*- ?.: c. c. Ault 'i~ir:•i•'~. DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT i .;ra. F:+.~. ,._:'i1 Po _,'rt State :;as?ilngton County Zalnnd ..,.. ~ nd ~ilirctlnn fr.,in !rrnch ni:vk ,•cca D.~<.: i.cd d•_scri(-•;ion ",- of .- It i~ield is _ t'r.n r;-;t,:r 1S.ae o_*' run:v?y -3?, a'~nut 0.7 n7.le .•~ of ti,e ^,ontr~l towor, n;;ont in line ,, cros^'nr• of e ::•-~rth-nou*.}t ro3d v.hi.r•h for^~er•ly vms Stete -. .. ::o . 1-.,. ., in ~•,.,,.-,Inr•to7 ~ffioe. DESCRIPTION OF BENCH MARK De~'~ ~ .. -. r, BOitE Sta;c: Washington Courr~ Island -se=1 '.-,.~~n Oak Harbor ro•~rr,y Island ..._. ,.. .. , _ 5.1 miles north Bronze triangulation-station disk St:,rn; ~r:-~ BORE 1951 - .. U. S. Coast and Geodetic Survey Dc-,, ;;; ~.; =~s•v'p;~.c ~~ D•4 mile west along Pioneer 'ylay from the post office at Uak Harbor, thence 3.5 miles north along State Hig.`.way 1 D, thence 0.8 mile north along old olsl hig:•trn_y 1 D, thence 0.1 rails west along the east-west runvaa.y of Ault Field, thence 0.2 mile northwest along a concrete taxi strip, thence 0.1 mile northwest alo.^.g as asphalt strlp leading to a 50- by 50-foot concrete apron of the abandoned bore sigl;ting range, in the top of the west corner of the apron, about 0.8 mile northeast of the ccntrol tower of Ault Field, 0.4 mile northwest of bench mark 4b tZS (USES), 7.3 feet scutheast of the northwest edge of the apron, and 3.4 feet northeast of the so~.hwest edge oY the apron. DESCRIPTION OF BENCH ;v1F,RK Des' _-.c:'_~~~ ITizZE t. ;L 1 St<t~ ~dashington _., Island .- ... .. • Oak harbor Island -_ =. ~• ~c•t: .r 5.1 ::.ales north Bronze reference cork risk _ [.0 1 1951 U. 5. toast and Geodetic Survey ,. -.. ____ .r.U.4 rile west alo.^.g Picneer i.ay fmc the post office at Gak Harbor, thence 3.5 miles Werth along state Y.ig`,w:~ 1D, the':ce 0.8 ci.le north along old highxay lU, thence ...1 mile zest alor.;~ east.-crest n:nway ;:0.20 of the ;'arl Air Stollen ~.u16 Field, tt:ence 0.2 .:ile .nor t;.west along a c. ;cr ete °~axi strip, then: e 0.1 mile ncrtbv:est along an asphalt stn p le%'.isg to a 50- by 50-foot cancrete apron (abandoned „ult Field rox•e Sip:ht ir, :. ~ye)ir. ike north ccrner of the apron, a MUt G'..: r:,i-e northeast (airl.:ae) o_ the cc r,i ml toF~er, :.4.2 feet northeast of tri, a.:.;r:.+.l ati.en srati.on Baru„ 0,9 fcoL southeast of the ::crthwest eeCe of the apron, 0.9 foct south'~+est of the northeast edge of the anon. SP • • REPLACES LIST OF DESCRIPTIONS FGR LIdE 105 DATER MARCH 23, lyg3 VERTICAL CONTROL DATA PAGE No. 21 PiTBLZSFiED AND PRINTED BY: by the 105 WASH. U.S. DEPARTMENT OF COF?MERGE Coast and Geodetic Survey COAST AND GEODETIC SURVEY SEA-LEVEL DA7 ~JM OF 15?? NovEMEi~i 196E WASHINGTON D.C. Line DESCRIPTION OF BENCH MARK Designation BORE H Y 2 State Washington County Island Nearest town0ak Harbor ~ County Island Distance and direction from nearest town 5.1 miles north Character of mark Bronze reference mark disk ~ St,rnping IJO 2 1951 Establisf,ed by U. S. Coast and Geodetic Survey Detailed description 0.4 mile rest along Pioneer Way from the post office at Oak Harbor, thence 3.5 miles north along State Highway 1L, thence 0.8 mile north along old Highway lU, thence 0.1 mile west along east-west runway No.26 of U. S. Naval Air Station Ault Field, thence 0.2 mile. northwest along a concrete taxi strip, thence U,l mile northwest along an asphalt strip leading to a SU- by 50.foot concrete apron abandoned Ault Field Hore Sighting range), irl the south corner of the apron, • about 0.8 mile northeast (airline) of the control to»er, 39.9 feet southeast of triangulation station HOLtE, 1.4 feet northwest of the southeast sage of the apron, 1.1 feet northeast of the southwest edge of the apron. DESCRIPTION OF BENCH MARK _ .: n Hut: $ St.;h. L'iashington County Island ~. .. ..~ Usk Harbor C~,.,nty Island .,. ,,, ~., , . ; .. .. 5,7 miles north ~- ~~~~ tlronze triangulation station disk St.:ngdn,; HUN 8 1951 -~~~ U. S. Coast and Geodetic Survey ~~ ~ ~ ~ .,'~ 0.4 mile west along Pioneer Way Trom the post office at Usk Harbor, thence 3.5 miles north along State Highway Ill, thence 0.9 mile west along Torpedo Woad through the east gate onto U. S. Naval Air Station Ault Field, thence 0.1 i:rile north along Langley Blvd. thence 0.2 lade west along Yorktovcl Street, thence U.b mile north along ~uasp Street, at the intersection of enterprise Street, 233 feet west of the southwest corner of a concrete apron of runway 8, 161 feet north o£ the center line of enterprise Street, about level with the street, and set Sn the top of a concrete post flush with the ground. fJOT>;: 1'he groand around triangulation station RllN 8 has all been leveled in prepration for builalrlg,This mark wdll probably be buried. DESCRIPTION OF BENCH MARK Designation y 343 State Washington County Island Nearest town Oak Harbors County Island Distance and direction from nearest town 5.3 miles northwest Character of mark Bronze disk St.,,„pin" y 343 1952 Established by U. S. Coast and Geodetic Survep Detzfled descrlpt'wn U,4 mile west along Pioneer Way from the post office at Oak Harbor, thence 3.5 miles north along State Highway Ill, thence 0.9 mile west along Torpedo Hoed through the east gate into the t,. S. Naval Air Station ault Field, thence C.5 mile north along L-ulgley i11vd. at dolt Field Hangar iro.2, on the southwest sage of the warm-up apmm, in the top of the southwest concrete wall of a 5- by 5-foot mater conduit basin wtit.h a 2~- t;y 21j-foot steel plate top, about 19O yards south- east of the ecntrol tower, 220 feet east of the northeast corner of hangar :70.2, 11.6 feet scuthwest of the southwest edge of the warm-up apron, 11 feet south of a point in line with the north side of hangar No.2. To be reset DESCRIPTION OF BENCH MARK Cesicnat:on x 343 State Yashington County Island 'Jezrest town Oak Harbor County Island -r nee, nd d•e;t on from nearest tn~.,n 5.4 miles north ' 1 e of r,•x Bronze disk S.~m,: n.9 X 343 1952 :.:r~.s ~d by if• S. Coast and Geodetic Survey -:cta!e-i desr;ption 4,4 mile west along Pioneer fray from the post office at Qak Harbor, thence 3.5 miles north along State Highway lU, thence 0.9 mile west along Torpedo itoad through the east gate unto the U. S. Naval Air Station Ault Field, thence G.6 mile north along Langlep Hlvd., at the Ault Field ~.:ontrol tower, on the edge of the warm up apron, in the top of the southeast concrete wa11 of a 21- by 3-foot water catch basin with caetiron grill, 173 feet north of the northeast leg support- ing the co..^.trol tower, 48,2 feet northwest of the northwest corner of the operations building t7o.111. DESCRIPTION OF BENCH MARK Designation nUN $ ii. M 2 State Washington County Island iJcarest tbwn Oak Harbor C"~nty Island Distance and dlrection from nearest town 5.45 miles north Character o{ mark isronze reference mark disk Stamping NO 2 1951 E statfshe^ by U. S. roast and Geodetic Survey Dctafled dcscrip:h,n 0.4 mile west along Pioneer Yiay from the post office at Oak Harbor, thence 3.5 miles north along State Highway Ill, thence U.65 mile west along Torpedo Road through Lhe east gate onto U. S. Naval Air Station Ault Field, thence 0.1 mile north along Langley Blvd., thence U.2 rude west along YorY.tovm Street, thence 0.6 mile north along hasp Street, at the intersection of Enterprise Street, 233 feet west of the southwest corner of a concrete apron oY runway iJo.B, 45 feet north of an 6-foot-wide arainage citch, 32.1 feet north of triangulation station RUN $, level with the street, and set in the top of a concrete poet projecting U.3 Poot above the ground. DESCRIPTION OF BENCH MARK Desi_oa'--ion RU:: $ R M 1 State :Washington County Island a-e<-`;::n Oak Harbor Ccu~ty Island :...-_ ., dlrecrc .urc. newest :,,.,.; 5.45 miles north C~--- - Bronze reference mark disk 5.. ~ RLLLJ $ 1951 L=: s'---: L'. 5. toast and Geodetic Survey ~~ c'~" -- ----r'~'="' U•4 Wile west along Pioneer Piay from the post office at Oak Harbor, the:tce 3.5 miles north along State Highway 1L, thence O.b5 mile west along Torpedo road through the east gate onto U. ~. ?:aval Air Station Ault Field, thence ::.1 -'~.l.e aorth along Langley Blvd., thence U.2 mile +rest along Yorktorxr Street, thence .,, r;;.le north along Hasp Street, at the 9ntersection of enterprise Street, i,ol :'ee4 north of the center line ofrnterpase Street, 62.4 feet west of tr_an,~.:latic:: station n;i:: $, ]1i feet north of a:, $-foot-wide drainage ditch, about level v:ith the street, ar,d set in the top of a concrete post projecting v.3 Soot abovr. the ground. To be reset REPLACES LIST OF -ESCRIPTIONS FOR LINE 105 D" i'.~:D M°,RCH [3, 1y53 PUBLISHED AND PRINTED BY: U.S. DEPARTMENT OF COMMERCE COAST AND GEODETIC SURVEY WASHINGTON D.C. DESCRIPTION OF BENCH MARK VERTICAL CO^~TROL DATA by the Coast and Geodetic Survey SEALEV EL DATUM OF 1925 Decip.nat'ion RUN 12 State Washington Ce:ui. island Nenmet lawn Oak Harbor County Island - Disiance and direction from nearest town 6.3 miles north Character of rurrk Bronze triangu]ation station disk SL:rri.l n:~ RUN L2 1951 E st~uiisLr c t,:' U. 5. Coast sad Geodetic Survey Dot^Ile:! ur.:~q>tlon 0.4 mils west along Pioneer Wap from the post office at Oak Harbor, thence 3.5 miles north along State highway lU, thence 0.9 mile west along 't'orpedo Hoa.d through the east gate of U. S. Naval Air Station Ault Field, thence U.1 mile north along Langley Blvd., ti,r<SCe U.2 mile west along Yorktown Street, th e:-tce U.ti mile north along i,asp Street, thence 0.6 mile northwest along a graded road, at the northwest end of sunray 12, 133 feet southwest of the center line of run- way 12, 64 feet northwest of the west comer of runway and in line with the so~th- west edge of the runway, 53.4 Yeet northwest of the middle one of three runway beacons on the west corner of the runway, level with the runway, and set in the ton of a concrete post flush with the ground. NOTE: Loa to recent construction to runways a 5-foot fill of dirt covers the original mark, but a new saark has been sat 5 feet higher in the same graphic position, the above is the description of the new mark. DESCRIPTION OF BENCH MARK :rr,i~•r,.,t6an 29 (NAS) State Washington County Island ~n Oak Harbor County Island c .. i., < o~~. Con-, a, a-s. ,uvn 5,$ miles north .. ~ ~~.. ~ Lend Plug St..r r _ 29 -"'-~d :-I>' Newel Air Station (Whidbey) Public Yiorks .. °~ - ~'~~~~-r~ 0.4 rile wart. along °i,oneer Viay from the ._~st office at Gsk Harbor, -''ma'r^~ 3•i SS'~ea no.•:.h along State Highway 1L, thence 0.9 mile nest along Torpedo R`-i"i~hrc,ut,•b the suet gate of the U. S. Na-.•aI Air Statior. pull Field, thence U.l m'_..+. :~:ar's!? a.lr~.~a,~ J.s.ngle; El.vd., thu.lce 0.2 -:le west along Yorktown Street, thadce :,4 ::::i.l:: r..,rt.h alax,g s,asp Street, Chance v.3 mile west slang Le-ruigtor. Street, at .. ,;.unction oY' Saratoga Street, 207 ~°eet southwest of she southwest corn=_r y;.g tic.l5i, 29 feat no,rthea st of power line pole No.b7 with a guy wire, _.. 'cc•t lower than the outface of the mad, a,~d set in the top of s concrete Host .,.._•. is r:.c~::ad by a b-inc!: steel pipe wd.th a castimn cover. DESCRIPTION OF BENCH MARK PAGE N0, 22 ZO5 WASH. NovEMBt~t 1960 Dcsi;;n.,i::~n IOC HOUSE ii Y 1 S..,m Washington CuuntY Island lCr;:•~>; :,..., Oak Harbor C,^.rnty Island _,i. ..., ~ircdlon iron n~,,. wn $.9 miles northwest Bronze reference-mark disk Stamping NO ? 1951 LI•~.!_, ., ~.~ .r . U. S. Ooast and Geodetic Survey ~`::~''~:•-^ „i'~~:~ 0.4 mile west along Pioneer Yisy from the post office at Oak harbor, tholes 3.5 miles north along State Highway ill to the east gate of Ault Field, thence 0.9 mile heat along Torpedo ttoad, thence U.1 mile north along Langley 81vd., thence v.2 mile west along Yorktoal Street, thence U.1 mile north along Wasp Street, thence 0.3 mile west along continuation of Yorktown Street, thence U,4 mile west along a gravel road, on the top of a prominent high bluff adjacent to a prominent brown two story house(log) and an enfenced white radar building, 88 feet southwest of the west comer of the radar building, 26.3 feet southwest of triangulation station LDG HUUS:;, 19 feet east of the top of the bluff, 10 Peet southeast of the cuter line of a track mad skirting the edge of the bluff, b.l feet eouth of the southwest end of a b-foot high mesh-wire £~ce around the radar building, b.l feet northeast of the northwest corner oY a white Pence around the house, and set in the top of a concrete post pro,jecting 0.1 foot above the gmti+ld. DESCRIPTION OF BENCH MARK Desl~na;ion LOG HOUSE R 1t 2 State Washington Cori:. Island Nr:~•~,; too:oUak Harbor County Island D:>cr rc ~ rd ;; re -,n iron, ~ ,.-est town 5.9 miles northwest C.L:rr actor of mark Bronze reference-mark disk Stamping NO 2 1951 U. S. roast and Geodetic Survey Dc: ~ .,-.~~ G,4 mile west along Pioneer 'Play from the peat office aL Oak Harbor, thence 3.5 miles north along Slate High,~y lU to the cyst gate of Ault Field, thence C.9 mile nest along 't'orpedo road, thence u.l mile north along Langley Blvd., thence U.2 aSle west along Yorktown Street, thence U.1 mile north along rvasp Street, thence 0.3 mile west, along cortinvation of Yorktown Street, thence U.4 mile west alerg a gravel mad, on the top of a prominent high bluff adSacent to a pmmin ant brown twro story log house and an eafencod white radar building, 51 feet south of Lhe soot!: corner of the radar building, 38.3 feet east of triangulation station L.iGr'OUSF„ 8.0 feet north of the northwest comer of s wluite garage for the house, 5.2 feet south of a b-foot-high mesh-wire fence around the radar building, arld set in the top of a concrete pc et pm,~ecting 0.1 foot above the ground. • DESCRIPTION OF BE~dCN MARK .inn ~~ru :HOl3CTS State Washington County Islazld .... o-. ~:. `.our~ty ISl.aSld. :, ',o., . 5.9 miles nort7vsat '. xs;`fsaze triar{vulation-Statior, disk Stan.pmc LOG HOUSE 1951 i:. S, Coast a-xi Geodetic Battey 0.4 m~.e west along Pioneer e`,~v from the post office at Gak Harbor, ..~-._ - ~ ..:ass north alai State Highway 1 D to the east gate of Ault Field, .- G.9 mile west dory. Torpedo i2oad, thence 0.1 mile north along Langley Ecrule- t;.rdnce 0.2 mile west along Yorktown Street, thence 0.1 mile north alb hasp ~~j~st, Lhe::cc 0.3 mile west along a contiauatitcl of Yorktown Street, thence 0.4 si:-e west along a gxn•ceI road, on top of a pmmi.-,azt h~ah bluff ad,)s.cent to a barom 2-story house and an en.^e:iced vttite r,.:ar bta~l.d;,ng, 62 feet eouth-rsst of the vest earner of t*_.e radar b;::~:~.i;..~~:g, 32 fact nertt~,vast ¢f. the northwest oor::er o° the house, IS feet east cf the top <~ the 'olut'f, i0 feet southeast of the center line cS a track road skirting the edge of the bluff, fi,6 fc'ot southeast of the fence suro'~*rd the radar building, and set in the top of a concrete past projecting 0.3 fork above the grotrlci. DESCRIPTION OF BENCH MARK Cos;: r.aiion 28 (NAS) State Washington County Island '<ca- -.'~ Oak Harbor Cc~uray Island Jis`..-- ~ - ~n f.c;T, re:. rest ;aan S•S miles northxeat Iron bolt Stamping - ':^~cdi:p Whidbey Island Naval Air Station Public Works ... ~ ~__::.•^t•_r0.4 mile west along Fi.cneer W'ay from the poet office at Usk Harbor, Chance 3.5 .:d.Ies Werth along State Highway 1D, thence G,9 mile west along Torpedo Hoed thm,:gh the east gate of Naval Air Station cult Field, thence 0.1 mile north along Langley Blvd., thence U,2 mile west along Yorktown Street, thence U.1 mile north along 'essay Street, thence C.3 mils west along the coptinuation of Yorktown Street, in the acpm~+mate ce',Ler of a "T" ,jwnctien of Saratoga Street leading north, 42 feet southeast of a power guy wire pole tt o.A91, 35~, feet west of a p,:wer lice pole with a guy sore to north, 13 Peet north of a bd-foot-high barbed wire fence, about U.5 fool lower than the surface of the mad, and set in the top of a 'concrete post role:: is .:,cased is a b^ix:ch steal pipe with a castimn cover. • • REPI,:.CE4 LIST OF AESCRiPTI0N5-FGR L1NE 105 DATID HARCH 23, I953 PUBLISHED AND PRINTED PY: U.S. DEPARTPIENT OF CCAiN:ERCE COAST AND GEODETIC SURVEY M'ASHINGTON D. C. DESCRIPTION OF BENCH MARK VERTICAL CONTROL DATA by the Coast and Geodetic Survey SEA~tEVEL DATUM OF 1929 - Desi~nz;inn 2~ (NAS) State Washington County Island Neves; town Oak Harbor County' Island Dis:a nc:: and dircc;ion from nearest town 5,2 miles northrest Ch..=.rccior of n~arM Sion belt Stamping 2}' ~st•°'~ `~'~'~ o~' Yhidbey Ie].and Naval Air Station Public Works De;.a ~co oesu:p;inn U.4 mile rest along Pioneer Ytay from the post office at Qak harbor, thence 3.5 miles north along State Highway lll, thence G.9 mile rest along Torpedo &oad tlxxough the east gate of Naval Air Station Ault Field, the:lce 0.1 wile north along Lstlgley Blvd., thence 0.2 mile west along Yorictotim Street, the:ice O.i mile north aInng clasp Street to the "i" function of centinuatioa of Yorkto,¢1 Street leading west, in the appxoxirmte center of the "T" function, 208.8 feet south- east of the southeast corner of pudding No.134, 37.7 feet northeast of a baz•bed-wire fence, about 0.5 foot loxar than the aurfsce of the rand, and set in the top of a concrete post erhicb is messed by a b-inch steel pipe idth a castiroo cover. DESCRIPTION OF BENCH MARK ~esienat'on 22 (NAS) State N83hingtoq County Island fJ n::yes; :ar+n Oak harbor Cnunt~~ Island Distance ar.d dlrer;inn {: om nearest to~~n 5.1 miles nortbrest - ~ k Lead plug Stampinc_ 22 r eehidbey Island Naval Air Station Public lYorkn `•-~~•= ~'~'n0.4 mile rest along Pioneer hap Prom the post office at Oak Harbor, thence 3.5 miles north along State Highway 1D, thence 0.9 mile rest along Torpedo F.oad throggh the asst gate of U. S. Naval Air Station Ault Field, thence 0.1 mile north along Larglep Blvd. theTCe 0.2 mile lest along lbrktorn Street, at a right- angle function with Nasp Street, about lU0 yards west of a large orange and white water tank, 193.5 feet north of Laiaragulatioa station SHOP, 72.6 feet southwest cf the eoutheest comer of building No.124, 36.5 feet southwest of the canter of the right angle function, 20.6 feet north of a barbed-hire fence, 2S3 feet south- east of power line t>,le No.p44 and x^ ¢ht "L" turn in the power line, and set in the top of a concrete post flush >,dtt: the ground, about 5 feet higher than Lhe road. DESCRIPTION OF BENCH MARK Desi_rs :'.s-. SHOF B Y 1 cite Washington ~ County Zalaad -:., . .~ Oak Harbor County Ia]and :_,._- - ,: -,,.c .., .;;,rest .ecru 5.1 miles north "~~.•~:--.' .__•. Bronze rafermee mark disk Sizr.:ping NO 11951 -- ~_ U. S. Coast and Geodetic Snrvep -~~-~_-~_=~~ -~:'G.4 mile west alcr.g Pioneer Kay from the post office at Oak Harbor, thence 3.5 miles north along Stater:.ighr~r li), thence 0.9 rile nest along Torpeao .wad, thmee v•1 mile north along iaagley Bled., thence 0.2 male west aioag York- tern Street, at r ght-angle nlcction of asap Street, At Ault Field, at the ncr:~- reat co:-3er of s pasture, aWut o0 yards scuth~~est of the southwest corset of c.i1r-~n Nc.]24, about 5U yards southwest of the center line of the street, 1G8 Peet south of an east-west fence, 06.7 feet northwest of triangulatlon statloa SHGP, 58 feet northwest of a large stump, in the top of an embeded boulder. DESCRIPTION OF BENCH MARK ... _ - SH:;P B Y 2 .- 1Faehington C~_.; n:y' Island _.r .... Gak Harbor C:_^: Island -'- re _,r.::o:- 5,1 miles north Brmae reference mark disk S:a".;..^_ is0 2 1951 - ~ ~ -- U. ~• :,oast and Geodetic Sn.-coy - "= ~<>.' :' - 0.4 mile west almg rioneer hay ixom the post office at Oak Baroor, Lneate 3.5 ffi-les north slung orate H~Grap lit, thelce 0.9 s.ie zest slang Torpedo ~6oCS 'e.nCCe v.l F..l. E' r.CrL[1 filOag ltixiglEC ~,1Pd., ts'. a':.E D.2 mi l2 KEat 816ng YO rktOwn Street, at ':rletl.ac f rasp Street, ac hull x'i.elc, xt the northwest cex-3er of a pa st'+.^a, soout35 yar,.;s south cf the s::uthwe st comer cf b.Lilcir. iio. g 12.4, about 75 ya~-s e~uth of the center Ti-.e. cf the street, i^. the top of as eW::eded be;llder, 273 feet south of sn east.-weal fence, 42 feet southwest of a large slump, 27.b feet aonthrest of triangulation atatim SHOP, sad aboul.7 feet ::ighxr thar> t_ha :wd.~ , DESCRIPTION OF BENCH MARK PAG£ NO, 23 ~5 wnsx. Nov&rlBrR 1960 Line De::rra•;c,n SHOP S;~;e Ranhingt,on Geunty Island . _... ,,:. Oak Harbor C.,u~,;y Ia]and C .. ~ c :!: r. ir:m .,sere>::::;n 5.1 miles northreat C - Bronze triangulation elation disk Stamping SHOP 1951 -.;>'-a-t5 U. S. Coast sad Geodetic Survey •-~°~~" "`-'' ~'~~'0.4 mile rest along Pioneer May Prom the poet office at Oak Harbor, thslce 3.5 miles north along State highway lll, thence 0.9 mile real along Torpedo road, thence 0.1 agile north along Langley Blvd., thence U.2 mile rest along Yorkto~cl Street, at right angle function of Hasp Street, At Ault Field, at the ^orthreat corner of a pasture, about 30 yards south of the southwest corner oP building No. 121„ about 70 yards south of the cater line of the street, 175 feet south of a force, 19? feet south of a 12-foot-high stump, about 7 feet higher than the road, and set in the Lop of a concrete post protecting V.2 foot above the ground. DESCRIPTION OF BENCH MARK D" "-' lEl iNAS) ltixehington County Island ' ~... ~- Oak Harbor ~ S€1~3~ D;• .. .. _. .... .. :. r: 4.9 m~iua eFelbhwept _ - Lean plug Stamping 18 '.- . r,T•ia sy 1sIahd 1~aYai Ai~~ StatSor+ t'tlp3-.i.~ Works ` "`' '-` 0.4 '. le Ott alsR6 J"14t k.r y!&}' fpvg the post affice at Oak Harbor, thence 3.5 ffile~ rcrth elorg State haghr;ay lp, thence 0.9 ffile went along Torpedo iwed, thence 0.1 mile north along Langley Blvd., at Ault field, at the "?" ,}unction of Yorktoia Street, 144.2 feet northwest of the northwest comer of the Ault Field Iafix-.ary, 37.5 feet west of the northwest corner of a 11- by 12-foot concrete housing for as u.:cer ground steam pipe valve, 28J2 feet eouthweet of a purer line pole with a guy wire, in line rith the center line of Yorktow Street, 16.3 feet east of the center line of Lhe Blvd., 0.5 foot lower than the eurlace of the ground, and set in the top of a concrete post rhicb is encased by a b-inch steel pipe *ith a cast iron cover. DESCRIPTION OF BENCH MARK De_=~_c,Joc Z 343 S:a;e iRashingLoa County Inland - e..._..-. Oak Harbor County Island _.. ,- d dirE tic-n 'rem nearest :oven 4.8 miles northwea~t Chuzc;er ci r•ark Bronze disk Stzmping Z 343 1952 ' 's-,ec s U. 5. Coast and Geodetic Survey D~-~`'-: cesC;.'.':0 0.4 mile west along Pioneer i'iay from the post office at Gak Harbor, with®ce 3.5 ffilea north along State Highr~ 1.L, thence 0.9 mile went along Torpedo road, at Ault Field, about 134 yards northeast of the intersection of Langley Blvd., in the top cf the east corner of a 5- by 5-foot concrete manhole, about 112 yards southwest of the Avlt r'ield Theatre, 157 feet southeast of the southeast comer of the Ault Field Infix~ary, 105.0 feet north of the c®ter line oY the road, sad about level with the road. DESCRIPTION OF BENCH MARK D°°,_="..n 1iTJF 30 H Y 2 S'=`e Washington County Island ~. ._... Dak Earoor C_ur±y Island -_~ c ~ '-e;:'c .r,a r. are.i :.am 4.1 miles north -_-K Bronze rnferatce-mark disk S:arrp:ng NC 2 1951 --- e_ _ U. S• Coast sad Geodetic Sur+ey _e - =- ^__ - ,:-0.4 .u:.1e rest along rioaeer way txom the poet office at Oak Harbor, thence 3.5 titles north aleag State Highway lit, thence D.2 mile west shag Torpedo :road through the east gate of U. S.::arl Air StaLioa Ault Field, about 1 mile southeast lairlir.e) Prom *~e central tcxer, about 9O yards east of the ce.^.ter ii.ne of the ecct.`,east end of LhE northwest--southeast xvnrap, 67.6 feet west of Lr-Ia^,gu- latioa elation .;J:: 3D, 49.4 feet north of the ce.^,ter line of the road, 3~ Peet southwest of the tip;.ror~mote c,ster :;:' a large nrainage ditch, about 1 foot comer than the road, and net v^^. t.'~e top oS s accrete post protecting 0.3 toot above the ground. REPhACES LIST OF AE5CRIPTIONS FOR LINE 105 DATED MARCH 23, 153 PUBLISHED AND PRINTED BY: U.S, DEPARTMENT OF COMMERCE COAST AND GEODETIC SURVEY WASHINGTON D.C. DESCRIPTION OF BENCH MARK `/ERTIGAL CONTROL DATA by the Coast and Geodetic Survey SEA~LEVEL DATVM pF 1929 DesiGnation RUN 30 State Washington County Island Nearest town Oak Harbor County Island Distance and direction from nearest town 4.1 miles north Character of mark bronze triangulation station disk Stamping NUN 30 1951 Established 6v U. S. Coast and Geodetic Survey Detailed description0.4 mile zest along Pioneer 4say from the post office at Oak Harbor, thence 3.5 miles north along State Highway 1D, the:lce U.2 mile west alor,,q Torpedo koad through the east gate of U. S. Naval Air Station Ault Field, about 1.C mile southeast (aiziine) from the control tower, about 122 yards east of the center- line of the southeast end of the northwest-southeast runway, 92 feet northxest of the approximate center of an intersection of a north-south gravel mad, 5y Peet north of the center line of the road, 31.4 feet north of the center of the north end of a 2-foot concrete pipe culvert, 23 feet northeast of the approximate center of a large drainage ditch, 1.7 feet southeast of a witness post, about level with the road, and set in the top of a concrete post pro,jeeting 0.4 foot above the ground. DESCRIPTION OF BENCH MARK Desinna±icn RUN 30 H N 1 State Washington County Island Nearest town Oak Harbor County Island Dlsta ore and dlrection from. nca rest town 4.1 miles north Character n? mark Bronze reference mark disk Stamping NO 1 1951 s.~l~il. had by U. S. CRast and Geodetic Survey .. r:".. .: •: description0-4 mile rest along Pioneer Way from the post office at Oak Harbor, .pence 3.5 miles north along State Highway lll, thence 0.2 mile west along Torpedo :tend through the east gate of U, S. Naval Air Station Ault Field, shout 1.0 mile a:ruLheast (airti.ne, from the contrrol tower, at a north-south gravel road inter- :ect+_oa, 71 feet earth of the approximate center of the intersection, 30 feet east ~.' the center t?^a of tna gravel :eras; ',r,7 f - ., f i ~arK,z?stion station i{UN 30, about 2 foot lower than the road, and~set icx,che top of a concrete goat projecting 0.2 Soot above the Rmmd. Line r -- N.4'` Ault Field via Torpedo Rosr. to Fcrbes mint DESCRIPTION OF BENCH MARK )es:;n:~,lrn TORFEW R M 2 State Washington County Island :.._... Oak Harter County Island „-;~_idhecnonfrom ncares:town 4.4 miles north ~h..- -~ ~ ~ Brcaze reference mark disk Stamping NO 2 1952 "J~," `a~u l'S' . U. S. Coast and Geodetic Survep Dot::~itai d scripticn 0,4 role west along Pioneer 'veay from the post office at Oak Harbor, whence 3<> miles nor4.h along State Highway 1D, thence 0.5 mile east along Torpedo fiend, on the south side of a triangle formed by the ,junction of an asphalt county read le::ding nore,h, 57.5 feet south of the southwest comer of the triangle, 43 .>_et south of t;1e ce.7ter line of the mad, 29 feet west of a telephone pole, 25<0 MC. west-ae•~thxeat o.f triangulation atatio•.r TOFcPEL~, about level rdth the road, a, net ',n the tap of a, cancrato post projecting 0.4 foot above the ground. DESCRIPTION OF BENCH MARK Desiy~-,...• TORPEDO $ M 1 State Hashington County Island ~d='~ r-' - .~• ~ Oak F.arbor County Island ...... -J:; diroc::on prom. nearer town 1,.l, miles north Ch~•:. ice c` mark Bronze reference mark disk Stampins NO 1 1951 Es;z.i_'.,si,ec ' b. S. Coast and Geodetic Survey De::.l'.ed descry-„!;.r~. 0.4 mile west along Pioneer W'&y from the post office at Oak Harbor, thence 3.5 rSlea north slang Stat highway 1D, thence O.g mile east along Torpeao itoad, on the south side of a triangle fosnad by Lhe ,junction of an asphalt ce'~W ~.g mad leading north, about 93 feet southx~est of the southeast comerof the triangle, 43 feet south of Lhe center line of Torpedo tined, 30~ feet east of a telephone pole, 27.8 feet east of triangulation station 10RFE;JO, about level with tt:e rend, and net in the Lop of a concrete post pm,ectiag 0,3 foot above the gz^ound. DESCRIPTION OF BENCH MARK PAGE N0. ~4 105 WASH. Novia>Bi~t 1960 Deli^n;non ID:tPEDO State Ksahington County Island !i°--'`.`"t t.:°:n Oak Harbor Counts' Island Di.:,:r.cc :.nd direction from nc;,rest tot+'n 4.4 miles north C har.:C.cr o` r„ark Bronze triangulation station disk Stamping TORPEDO 1951 E ct :i Pri,cd try U. S. Coast and Geodetic Survep G'~•''~`"'"">~"E't1On 0.4 mile zest along Pioneer 7iap from the post office at Oak Harbor, thence 3.5 miles north along State Highway 1D, thence 0.5 mile seat along Torpedo Head, on the south sine of a triangle formed by the ,junction of an asphalt county mad leading north, about bb feet southeast of the southwest corner of Lhe triangle, 65.6 feet south of bench mark A 7, 34 feet south of the center line of Torpedo Hoad, 11 feet north of a fetlce, B feet northeast of a telephone pole, about level with the mad, and set in the Lop oS a concrete post projecting 0.2 foot above the ground. DESCRIPTION OF BENCH MARK Dcslgnation A 7 State Washington County Island Nearest town Oak Harbor County Zeland U:rance end direction from nearest town 4•S miles north Charadcr c? mark Bronze traverse disk Stamping A 7 1952 E.u;d;Gehed by U. S. Coast and Geodetic Survey " Cc;ai!cd descr.;:;k,n 0.6 mile east along Pioneer Wqy from the post office at Oak Harbor to the main gate of the Whidbey Island Naval Air Station Seaplane Baae, thence 0.9 mile northeast along L'Sdway Blvd., thence 3.0 miles north along Torpedo Rcad, in the approximate center of a triangle formed by the ,junction of a county road leading north, 73 feet southwest of the center line of the mad forming the north- east side of the triangle, 65.6 feet north of and acroae the mad from trian° gulation staion TOi,Yr;ib, l,0 feet southeast of the center line of the mad forming the northwest side of the triangle, }3 feet north of the canter line of Torpedo :toad, 2.1 Peet north of a witness poet, about level wiLh;th9 mad, and not in the top of a concrete poet pm~ecting 0.1 font above the ground. DESCRIPTION OF BENCH MARK Desigr.a:ion A 6 State Washington County Island Nearest town Oak Harbor County Island Gis*.ance and direction ?rom nearest town 4.2 miles north ChzraCer o? mark Bronze traverse disk Stamping A 6 1952 Established by U. S. Cast and Geodetic Survey Det<: i!ed description 0,6 mile east along Pioneer Way from the post office at Oak Harbor to the rosin gate of Whidbey Island Naval Air Station Seaplane Baae, thence 0.9 mile northeast along b?idxay Blvd., thence 2.7 miles north along Torpedo Road' on the outside of a long curve, 109 feet north of and across the road from a tele- phcne pale, 83 feet southeast of a power line pole with a transformer and guy ware, 5.0 feet northeast of the center line of the road, 2,0 feet southwest of a witness post, about 2 feet higher than the road, and eat in the Lop of a concrete post pro,jecti~,g 0.3 foot above the ground. DESCRIPTION OF BENCH MARK Designation A 5 State Washington County Island Meares: town Oak Harbor County Island Distance and direction from newest !own 3.9 miles north Chararer of mark Hmnze traverse disk Stamping A 5 1952 Es;zbf s!":ed by U. S. Coast and Geodetic Survey _„_"_+_ tie-sc.Ic;ion0.6 mSle east alone Pioneer Way Yrom the post office at Oak Herber to the main gate of the i3lidbep IaLan4 Naval Air Station Seaplane Base, thence C.9 mile northeast along li.dway Hlvd., thanes 2.4 miles north slor>,g Torpedo Road, in the Lop of the northeast comer of a ccncrote retai"ping wall for a lawn in front of a one-stcry house, 51.o feet eta".. cf tt,s ncri beast corner of the house, 23'+1 feet nest of the ca1.t°^ line of the s°aad, 1 feet south of the center line of R-- asp:.alt driveway leading west., a'oout foot higher thn the mad, • REPLACES LIST OF AESCRZPTIONS FOR L1NL 105 DATF31 HARCH 23, 19$3 PUBLISHED AND PRINTED BY: U.S. DEPART~.EN^P OP' CCF";•7ERCE COAST AND GEODETIC SURVEY WASHINGTON D,C. DESCRIPTION OF BENCH MARK Designation q4 State Washington County Iaalnd Nearest town Oak Harbor County Island Distance and direction from nearest town 3.6 miles northeast Character of mark Bronze traverse disk Stamping A 4 1952 Established by U. S. CRaet and Geodetic Survep Detailed description 0.6 mile east along Pioneer I+ay from the post office at Usk Rarbor to the main gate of Whidbey Island Naval Air Station Seaplane Base, thsnce 0.9 mile northeast along hidway Blvdy thence 2.1 miles north along Torpedo Road, in a triangle formed by the 3unction of a gravel mad leading east, bU feet north of power line pole No.W I 15-2U, 53 feet east of the center line of T'orped= Road, 25 feet northwest of the center line of the gravel mad on the southeast aide of • Lhe triangle, 4.0 feet west of a highway stop sign, 1.8 feet west of a xitness post, about 1 foot higher than the road, and set in the top of a concrete post Slush withthe ground. DESCRIPTION OF BENCH MARK Designation p 3 State Washington County Island Nearest sown Dak Harbor County Ie]and Distance and direction from nearest town 3,4 milee northeast Character of mark Bronze traverse disk Stamping A 3 1952 Established by U. S: Coast and Geodetic Survey Detailed description 0.6 mile east along Pioneer Way from the post office at Oak Harbor to the main gate of +,hidbey Island Naval Air Station Seaplane Base, thence 0.9 mile northeast along Midway Blvd., tha7ce 1.9 miles north along Torpedo Road, in the appm7dmate center and on the top of a b-foot-high cut bank, 117 feet south- west of and acmes the road from power line pole No.W I 16-4, 657 feet north of a telephone pole, 39 feet west of the center line of the mad, 1.6 feet south of a witness post, about 5 feet higher than the mad, and set in the top of a concrete poet 0.7 foot below the surface of the ground. DESCRIPTION OF BENCH MARK Des~en.-tion A 2 State Washington County Island t:e,arest town Oak Harbor County Island Dat.:nce and direction from r•carest town 2.9 miles northeast Char;:; ter of mark Breeze traverse disk Stamping A 2 1952 c~.>tauiis~:ed by U. S. Coast and GeodeLlc Survey Drr:Ucd desc-ip~.lon0.6 mile east along Pioneer Wap from the post office at Oak Harbor to the main gate of Whid§ep Island Naval Air Station Seaplane 3ase, thence 0.9 mile northeast along kidway Blvd., thence 1.4 miles north along Torpedo Road, U,1 mile north of the "'L" junction of an asphalt road leaning southwest, 124 feet southwest of and across the mad from poser line pole No. E12 16-L., 38, Seet west of tY.e curter Lne of the road, 3 feet east of a telephone pole, 1.9 feet south of a witness post, about 1~ Sent higher than the mad, and set in the top of a con- crete post projecting U.1 foot above the ground. DESCRIPTION OF BENCH MARK D• - "~;~~'~"' i, i State Washington County Island ~• _-,.--~~ Cak Harbor County Island .. _.;~ r.ec ar; direction from nearest town 2,5 miles northeast ~:... ac±er:.i rnnrk Bmnze traverse disk Stamping A 1 1952 Este .P.sF.cd i:y U. S. Coast and Geodetic Survep Dc;::ilc~ri m~s;.r i;,`.on U,6 mile east along Pioneer lsay 17oa the post office at Oak Harbor to the main gate of ~~hidbey Island Naval Air Station Seaplane Base, thence U.9 mile northeast along Inidwsy Blvd. thence 1.U mile north along Torpedo Hoad, at the north gate of the base, 1077 feet northwest of the center of the gate acmes Torpedo Road, 68.3 feat southeast of the southeast comer of a white house, 75 Peet northwest of the approximate Center of the intersection of Cresent Harbor koad, 35 feet west of the center line oY the mad, i.6 feet east of a xitness post, about I foot higher Than the road, ana set in the toy of a concrete post pm~ecting O.1 foot above the ground. VERTICAL CONTROL. DATA by the Coast and Geodetic Survey SEA~LEVEL DATVM OF 7929 PAGE N0. Z05 WASH NOVEMBPR ilne li: DESCRIPTION OF BENCH MARK De:i~r.~;mn PROP R L 1 State isehington County Island t:: :,n•:~; to•:.n Oak Barbor County Island Dls ,:n.c a,:d dirrction !rem nc.vrs! :ov:n 2.9 miles northeast CFr:ra~. :rr o! mare Bronze reference mark disk StampioS NO 1 1952 E'~:~:~-''~is"~'~= icy U. S. Coast and Geodetic Survey ~.~._~ ., r: 0.6 mile east along Pioneer Way from the post office at Uak Harbor .. to the main gate of i~rhidbey Island Naval Air Station Seaplane Baae, thence 0,9 mile northeast along L,ldway Blvd., thence 1.0 mile north along Torpedo Road to the north gate of base, thence U.4 mile east along Cresent Harbor koad, 43.6 feet northwest of triangulation station PHUP, 29 feet west of a telephone pole, 26~j feet south oS the center line of the road, 3.0 feat north of a 5-Soot-high barbed- xire fence and Dove ant property line, about level with the mad, and eet in the top of a concrete pos~pmjecting U.2 foot above the ground. DESCRIPTION OF BENCH MARK Dcsi;r.atien PROP H H 2 State Washington County Island K ~,~;rr~; !..,•.n 0ak Harbor County Island Dist.,nro and diroction fron-: nca rest ;ov:n 2.9 miles northeast Ch:~rcc ;er of n,::rk Bronze reference mark disk Stamping NO 2 1951 Est::i G,!:cd :,y U. 5. Coast and Geodetic Survey D:.~t~.a." ,: uipi;on 0.6 mile east along Pioneer riay imm the poet office at Oak Harbor to the lain gate of khidbey Island Naval Air Station Seaplane Baas, thence 0,9 mile northeast along Mtdray Blvd. thence 1.9 miles north along Torpedo Road to the north gate of the base, thence 0.1. mile east along Cresent Harbor Road, 28 feet south o£ the cuter line of the mad, 27~ feet east of a telephone pole, 25 feet northeast of triangulation station Pi'.UP, 2.2 feet north of a 5-foot - high barbed-rare fence and Government property line, about level xith the mad, and set in the top of a concrete post projecting 0.2 foot above the ground. DESCRIPTION OF BENCH MARK Designation PIMP State Washington County Ie]and tJea rest tov+n Oak Harbor County Ialaud Dlstznce and direction from nearest town 2.9 miles northeast Charriar o! mark Bronze triangulation station disk Stamping pgpp 1951 EstzLF.sr:ed i,y U. S. Coast and Geodetic Survey Deiziid descr~,p;ion0.6 mile east along Pioneer Ylay Yrom the poet office at Oak Harbor to the main gate of rrhinnep ls?and Naval Air Station Seaplane Base, thence G.9 mile northeast along Mta-aay Blvd., thence 1.0 mile north along Torpedo 8oad to the north gate of the base, thence 0.4 mile east along Crea~t Harbor frond, at and inside of the northern property line of the base, 48 feet south of the tenter line of the road, 31 feet southeast of a telephone pole, 18.4 feet south oP a 5-foot-high barbed-wire Yence and Government property line, about level with the road, and set in the top of a concrete post pzo,jenting U.3 foot above the ground. DESCRIPTION OF BENCH MARK Designation 156 --- TOriPED(7 (NAS) State Washington County Island Near~sttcwn Oak Harbor County Island Dicta nee and direction from nearest ;ov.•n 2,25miles northeast Charac`er c n-.ark Bronze disk Stamping 156 i TURPELO Estabi:shed by nhidbey Is]2nd ieaval Air Statior. Public Works De;ai'ed desr.ri;,tLn 0,6 mile east along Pioneer uay from the post office at Uak Harbor to the min gate of Yr:~Lidbey Island lJaval Air Station Seaplane Base, thence 0.35 mile southeast along :.aui. Avenue, thence 1.3 miles northeast along Torpedo Rcad, in the center of the roan, 45~ feet west of a power line pole, 251 feet east of a 3-foot._high cut, 3 feet r~es$ cf the yelJ.ox painted center )Sne of the mad, about G.3 foot below the surface of the mad, and set in the top of a eoncrete post. which is encased by n 6-~.:rb steel pipe xith a cast iron cover. REPLACES LIST OF Dc^.SCRIPTIG°CS'F::E. LINE 105 DATED MARCH 23, 1953 PUBLISHED AND PRINTED SY: U.S. DEPARTMENT OF COMMERCE COAST AND GEODETIC SURVEY WASHINGTON D.C. DESCRIPTION OF BENCH MARK VERT{CAL CONTROL DATA by the Coast and Geodetic Survey SEA~LEVEL DATUM OF 1929 Designation .171 ¢ TORPEDO (NAS) State Washington County Island Nearest town Oak Harbor County Island pistance and direction from nearest town 1.95 miles east Character of mark Bx+onze disk Stamping 171 ¢ 'IURPEDO Established by Whidbey Island Naval Air Station Fublic Works petalled description U.b mile east along Pioneer Y~ay from the post office at Uak Harbor to the mair. gate of rvhidbey Zsland Naval Air Station Seaplane case, tt,ence U.35 mile southeast along Maui Avenue, thence 1.0 mile northeast along Torpedo road in the canter line of the road, in the center of the yellox painted center line stripay35 feet east of a 5-foot high cut, 1,U.1 feet west of a 3-foot,-high barbed- wire fence, 0,3 foot below the surface of the road, and set in the top of a con- crete post xhich is encased by a b-inch steel pipe with a cast iron cover. DESCRIPTION OF BENCH MARK Designation 4B f MI1riyAY (NAS) State Washington County Island N^arest town pgk Harbor County Islanld Cistance and direct;en from nca~est town 1.6 miles e&at Ch,:r,:cter of mark Brass disk Stamping 4b ¢ yUp[ypy ESt.,''-1.IsP~cd by 6'ibidbey Island Naval Air Station Public Works De,a.led doscrip' nn O.b mile east along Pioneer W'sg from the post office at Uak Harbor T.•c t.ie main gate of Whidbey Island Naval Air Station Seaplane Base, thence U.35 ails southeast along Ma,;i Avenue, th ettce o.05 mile northeast along Torpedo Hoad, ~.L tSe intersection of A:1d~MZ.y '3lvd. at the edge of a wooded area, 167 feet xest i the a proximate center cf the intersection, 12o Peet south of a poxer line _, '_e wit4: a guy wire, llb>U feet northwest of the center line of 'sdn2y Blvd., '.bent to feet east of the chat cdze of tho wooded arr•.s, about level with the road, _.,;r, set in tis *.oo el' a corrrete post projecting 0.5 ^'oot above the ground. DESCR! PTION OF BENCH MARK ct_, ~. Ca•, ....rion 14C {• TUHPEA; (.NAS) ,,, Washington Cnunty Island N• ... !Jak Harlx~r County Island .. . ,r,~ dira~clion from nears[ town 1,6 miles east rr t~i rna~:~. brass d=sk Stamping 190 { TDRFEA~ -. ~'~~`~r~; 6:hidbey Island Naval Air Station Public 'works (.,b rails east along Pioneer Dray from the Ix,st office at Uak Herber ._.. the main gate o*_" Y~hidbey Island I4avs1 Air Station Seaplane Base, thence 0.35 .r.5.le southaas'c along }.'stz: Avenue, tktence U.oS mile northeast along Torpedo Hoad, _`, tar inntersection of fiidway Blvd., 175 feet east of the approximate centter of ...e Intersection, 37~ feet east cf a power line and telephone pole painted oran.~;e an: whit.a, 30.0 Yert south of the center. Line of L;idvay iilvd., 12 feet northeasu :~ tC:a center line of a gravel drive leading southeast to the Pdaval Ais Station s+::I,piy salvage }'ard, about level, with the blvd., aid set in the top of s concrete post pm}ecti:zg 0,5 foot ai,ove Lhe ground. DESCRIPTION OF BENCH MARK D~ - a:,on 200 f Torpedo (NAS) State ~shixgton County Island r _, „^,:m Oak Harbor Ccunr,~ Island L~.'.... _ and di•ect'~cr. f.mn nearest town l.h miles east G~::~..^±er of rr~a"k Bronze disk Stamping 200+TORFrr~O ..~:i;iis Lei ~.y U. S. Coast anal Geodetic Survey C:o:s d _c•, ,r. O,ti eels east elon3 Pioneer ixy fxn,•n the post office at Oak Harbor to the mair, gate of ylisi~y Island 1laval Air Station seaplane base, tl:e::ce 0.35 mile southeast alo^.g tEat:i Avenue, tt~^.cr. O,.r' 5 mile northeast along Tor^t,edo Road, at the nY' ~u-'t=lion of an asphalt z~-:sd leaclirt; ncr;r;eaa't, in the patent of Torpedo Hoad, 100 feet northeast of Lhe ap;mYxiru_te center of the ~wnction, 90 feet nertha~ at, of of the top of a 4-foot-high levee along the t~iort,`nxest shorn cd Cr.•escent Harbor; 1.6 fact vast of the csnt,er of •} ~. ~ te,'.cr._i=na st.-,•i.;o cf ,rye: a•x,d.. 0.2 Poet below the surface of 'the rani, azt set~ir. tho top of a concrete past whi.:h is tressed by s 6-inch siceel pi;.es with a cs.st iron cover, DESCRIPTION OF BENCH MARK PAGE N0. 26 I05 t1ASH. NovEMBrst 1960 Dcsi-na;lon 21,2 +TCRFIDO (I:AS) St:de 4ashington County Island I: ~.:ucr.; ;~,~,.n Oak Harb~ County Island Ci: ,incc . nJ dirrdir~u iron, nr,i reef ; ~,+n 1,2 miles east Chan~.~ ., ,,.,,., Bronze diaku St;;mp{ng 212~TCRPEDO } ' ; ~''•"~ i~,; i7nitlby Island Nav.1 Air Station Public Works D...~.''',; ~.. ~-'r,"' 0.6 mile ease along Pioneer Cry from the post office at Oak Harbor to the main vats of 45hid'xy Zslani IJava1 Air Station seaplane bass, thence 0.35 mile southeast along t~ui Avenue, thenco 0.25 mile northeast along Torpedo Road, near the center of the road, on the northwest shore of Crescent Harbor, 37 feet north- west of and about 7 feet hi"her than the high-water l9rua of the harbor, 32 feat southeast o£ the foot of a 60~.foot-high dirt bluff, 1.0 foot southeast of the center of the ysllow painted center-lino stripe, 0.2 Poet belox the surfaaa of the road and set in the top of a concrete post vrktich is encased in a steel pipe (6-inch) with a cast iron cover. DESCRIPTION OF BENCH MARK Designation 220 d- TORPIDO Q1eLS) State ltiashington County Island N c:ucst fawn oak Harbor County Island r n r' Distance c:. ,irectlon from nee rest loom 1.1 miles east Gho r.~dor of m:~;k $rase dish Stamping 220 ~4-TORPEDO E>.i:a.;is6rd i~i' ',lhirlteyIsland Ilaval Air Station Public 'Aorks C~~;.:I I~~J ac:: siipt~~~~~~u.b ttdle east alon Pioneer 7lay fmm the post office at OaY. Harbor to tt:e aair, gate cf ;~7tidtt-ylsland iaval Air Station seaplane base, thence 0.35 mile southeast along Waui. Avenue, thence 0.15 mile northeast along Tondo Road, in the censer a`_' the rYr 1,.atction of a road leading south onto the northwest corner of the concrete ceapl~.e apron, 91.5 feet north of the northeast corner of the apron, 55 feel ~;E, of the high-rater line of Crescent Harbor, 5L feet east of the foot of a d~0-foot-hi.gh dirt bluff, 2z feet east a'F the center line of the road, 0.?.foot below tits surface of the read, and set in the top of a concrete post vtktich is an- cased by a 6-inch steel pipe with a cast iron cover, DESCRIPTION OF BENCH MARK Designat'~on CQt,'.f'255 RGST~ (2,TA5) State 1'iashington County Island F;c-a rest town pak Harb~ County Islsrrl C'=lance ~' din•,. r,n fram ne. -eat town 1.1 mllee seat Character of mark Steel pi.n Stamping ~s;ahl~=_hr;:; i:y :'$;idbey Island T1ava1 Air Station Public ?larks Do-iaacd ocscri.c;~:;n 0,6 rile east along Pioneer 1'~p from the post office at Oak Harbor to the main gate of '~Inidbcylsland 2iaval Air Station seaplane base, thence 0.35 mile sot.~~heasL r;:io.-k; Lraui Avenue, thence 0,15 mile northeast slang Torpedo Hoad, in the appro~i~,te center of the north end of the seap]aae concrete apron, in the canter of the cvmps.ss rose, 365 feet north of the ce*iter of the worth entrance to hangar ?o. 17, 221 feet southeast of t;ie center ii„R of Torpedo Hoad, O,2 Yost belox the sn:rface of the apron a.ul set in the top of a concrete pest. This point ie marled by the yel',.or painted letters & numbers "BiS 1.8 L18,Bk6°. DESCRIPTION OF BENCH MARK Desi_vnation $ (ITV~S) State 17ashingtoII County Zaland Nezres: :own pak Harbor ~-•"~`•Y Island istz r.ce ar:~d di~ec±ion from nearest town p,95 mile east ~'•.=~• ~ ~ ~ . ,;rk Bronze disk Stamping 8 o 'i' ;'u.idbealsland Naval. Air Station Puhlic larks L.~,:J'.. c._.r~pac' O,6 a.;~e east along Pio:,eer try fsrot~ the past. office at Oak Harbor to the -air, gala of ~?:=rltr-,*Isiarsl ivatal A:r Static:: seaplane base, thence 0,35 mile southeast alo*tg, Lrat:i Avenue, at iFR intersection of Coral Sea Avenue; 207.0 feet }sect e% ' s rorth'r.2st corner of a h::-r:p~. ~ ('vir.',:~ o), 4.S,v^ feat. sout~haest cf the scu?~hrre::t^edge of a ecz:cret.e ap;^en, Lit; feet ~ of *.,hu> certar 1_ine of 3daui Avenua, j2 feet, north of the cet,te:^ ire o°: a drivt~wr:t eacL.rq et:<~ to the concrete anrbn +~n3 a par4dng lot, an tl;e cc:,ter l.irx~ of t;n^; 1. Uea A;~..rue, Elks; with the: avenue, and set in the top of a coccrets post, r ' , ' f~.. ' rt November 13, 1946. Col. Hardy, Diat. En~,r., U. S. Engineer Office, Textile ~.`ower, Seattle 1, btiashington. Dear Sir: mhis office would like to obtain photo-statfc copies of new Bench parka in Ysastern Jefferson County, believed to Y;e~ve been set between 1942 - 1944. by your of'f'ice in con~uriction with the U. S. Coast & Geodetic Survey. In the event that t~lia information is no loner in your hands, this office would appreciate hoeing this request forwarded to the proper department. 'lYiankin~ you for your cooperation, T rerr~nin, Yours very truly, r- , J 1'L/mb f) _.. ~ -. - r - _ h SAVE i BLtY VNITBD 6TAT88 WAR NDS AND ADDRESS REPLY TO gpp~ypg THE DISTRICT ENGINEER WAR DEPARTMENT U. A ENGINEER OFFICE 1900 7ExTILE 70WER OFFICE OF THE DISTRICT ENGINEER SEATTLE I, WASNINOTON SEATTLE DISTRICT REFER TO illF NQ NPSGGr SEATTLE, WASHINGTON 25 November 1946 Jefferson County Department of Highways Port Townsend., ~ashi.ngton ATTENTION: Cdr. J. T. Lay Dear Sir: Reference is made to glour letter, dated 13 November 191!6, in which it was requested that data be furnished on new bench marks established in ~.9}:t2-19)a2{. in Eastern Jefferson County. The new bench marks established in this area wr3re set in l9l~tl. by the U. S. Coast and Geodetic survey. It is suggested that you apply directly to the U. S. Coast and Geodetic Survey Office, Insurance Buildings Seattle ~ashi.ngton, for the data desired. FOR THE DISTRICT ENGINEER,:. Sincerely yours E. I. PEASE Chief: Engineering Division ~a _ ~~ ~~,; '. 4~ I~~; $' - - .. ~ r ~ _ _ G j r <+ DEPARTMENT OF COMMERCE U. S. COAST AND GEODETIC SURVEY NORTHWESTERN DISTRICT HEADQUARTERS 400 INSURANCE BUILDING SEATTLE 4, WASHINGTON 16 December 1946 Mr. T. F. 7~qq County Road Engineer Jefferson County Port Townsend, ~Yash. Dear Sir: /~ ~,a - / ~, CGQ:Ph In response to your request, we are sending Photostat of Description of Bench Mark 1944. As we have only one spare copy could you return after you have ab- stracted the information ? Also am enclosing one Photostat of Preliminary and Unad3usted elevation Uneus to Hadlock, Washington and Port Townsend, Washington and spur lines to Fort Townsend Air Field. This you may retain as we have other copies. When the ad3usted values are received we wi11 send you same. Yowcs truly, .Tack Senior Supervisor, NW District a~ ~~~ Benchmark december 26, 1946 2 S U. S. DEPARTMENT OF COMMERCE File • 565 COAST AND GEODETIC SURVEY NIl•W~PMF~et 705 Federal Office Building Seattle 1~, Washington 21 November 1960.. Mr. Fdwin A. Becker Jefferson County Engineer Port Townsend, Wash. Dear Sir: Your letter of Nov. 7, 1960 to The Director, Coast and Geodetic Survey, Washington, D. C., has been referred to us for action. We understand from your letter that triangulation station TOANDOS 1955 can be replaced in its exact present horizontal location, after road construction .has been com- pleted, and that the two reference marks will be undisturbed during construction. Your offer to replace the monument is greatly appre- ciated. However, we would prefer to have one of our engineers set the new mark and make the necessary measurements, after the slope has had a chance to settle.. It would be very helpful if your survey. crew could perform the following work for us: 1. Carefully check the measurements to the two refer- ence marks, as given on the attached description sheet. -These are horizontal distances. 2. The elevation of station TOANDOS wa.s determined by vertical angles to be bl9 ft above mean sea .level. If your crew could obtain the difference of elevation between the station mark and the two referencemarks, we can later determine the el- evation of the new mark. 3. After the check measurements have been made, .the station monument may be destroyed. If practicable, please chip out the bronze disk and mail it in the enclosed bag, which re- quires no postage. - 2 - 1,.. An underground mark was set about 3 or 4 ft directly below the station mark. If there is any way that this underground mark could be left undisturbed during con- struction, it would simplify the setting of the new mark. 5. Leveling an area for the new mark would help. Your cooperation in helping us to preserve this important survey control point will be appreciated very much. Yours very truly, .~~ ~:~ M. E. WIIVN ~ , C CAPT, C&GS SF~TTLE DISTRICT OFFICER CC: Director, C&GS ,12 ,,,,,,, RECOVERY NOTE, TRIANGULATION STATION ~'IUU~Q NAY . re ninr,•,a-. i l.,li. hY - R+ranv.ern n,- J,J, r„ YeAU 1 '!" Hurd. •uLi n:-.. Il e, u, un.u rn. h.S, nq'.} 1 11xn , ~',~ I'ne.v,,. ,J..I 1 •t f::na 1111111 I~ ~il 1 (I~ I'1 rx III ~ I I i -1 I I' of rul,vlampinyn. el nr Xrx rend,. nrdan,rlmrl,rrlfnrlx: ll cal :1 ~ -r 1 ~ V 1 i ti :.., o lorud. .,,.Eton fI' fl:vt! 7 w ~ •., I.:: ,L l:dr n u, the no'r vlclnity. - _ ,, ...r ,,,. v DR9CI111'TION OF Tj1IANGULATIGN 8'fATI(1N / J M5a J I ll(J NnMa or srnnow: FISIIEILY 2 Srnre: Washington ca,nrv: Jefferson " caner or rnrrrv: L.:1. Baker ~ Yran: 1955 rr..rP,,.d hy, p,U, H. f r ,il I 1[ C[ ABA f 6rAi10 A X 1 37 Y[irP91 N[ i X f SIAIO 4 N Yfrf X9 lb UI r111X call IAI nn mark I inw 6v µ Y rll MA Mrm.Ni 0nntl5 ']A _ Icrl ['A N FXnM wrrvn n Nr r : TATInH _ _ _-.. -. -.I -.. nnlF.r'r rANIHn - ~' rnE[.Ilervl CisNL•' - 00 W W.0 116 H, h. 1~ E~ 34.03_ 10. b1B" 84 Oz 55~ llb H.H. 2 " SW" 33.07 10,079 2110 16 57' I Stat!.on F'Id11ENY woe searched for but woe not found, It is balivad t1YAt n bulldozer knocked out the etatlon while working on the spit. Anew etatlon - FIS}IEfaY 2 was setablf shed. - FI ShE1iY 2 is 3milee south eoutheaet of Quilcene, and on a earl and gravel spit, sent side of Quilcene Bay." - To reach from the post office in quf lceneA go north on U,9. Hf ghway 101 for SO ~ynrde to n fork. Take-the right fork on the paved road for 0.4 ~mileto a croea- 3 road and, a sign FAST yUIwETJE: Turn right and go oast on a paved road as per aipn 3 EAST QU[wENE for 1,9 miles to a fork. Tnke the left fork and go southerly on the main rand for 2.6~milee to a Bide rood right. Turn right westerly for 0.3 mile to a fork. Take t,ho left fork southerly for shout 25 Yards to a T road. Turn right westerly and go 0,3'mf le to the etatlon. A four wheel drive vehtole fe required tc drive to-the station in wet wencher. Thn station monk is a starolard dfek etampnri F19HFJ1Y 2 1955. It is sot 1n the top of a round concrete post -whleh is flush with the grouts. The murk is near the end of the eats and gravel spit, 33 feet north of the edge of a smell ingoon, and 18G feet went of a timbered bluff. llaforanca mark 1 is a standard disk stamped FI9H1•,11Y 2 NO 1 1955• It ie net in the top of s round concrete poet flush with the ground: Tha mark is 123 Peat west of the timbered bluff and nbout the eanw slevatf on as the elation mrrk.- _ Ieference mark 23a n standard dfek stamped F'15IIIiHY 2 NO 2.1955. It is ant Sn a round concerts post flush xlth the ground: Tho mark is 28 feet north of e small lagoon. Station CENk can be used for an azimuth. °~c~.""; `:~~~r K°~r",n v DF,SCRII"1'ION ON-TRIANGULATION STATION ~'NnMe or sranow: TOAI: DOS' SraTa; Wn nh]nAtnn' couwrv: Jr ffrrnon' enieror penny: L.S. Poker' Ysnn: 1955' Ueecrlbad bp: ^, L. M." r; I H[mll! Or irfi ReORF AXOVF srArmX NARX ? !•6 ' 4[iFRX.I HFIONr 0! IlOlli AgpVF 9rAliXX YARX N[Ir N':. 11 - s r .d,r,• ,r4, - i Hew Aw ..E MnNXV Ann rsuAilncnr oorrrvv UrJr I..lallor mark -~ - Into cA •-NTrrxrn 7n Arnur, H Enw Hx°M TIrF nxourvu nr na..sXnnoH nn,err uF anon, floc, 'rAwr: r: _.. _ - .omrcnrwl SIiJ NN; I; x,FOI!T' - ~ -0 f0/ 00 A ]lb " R.H. 7 ~ F.FE " 6fi. P8 ?0.3P5 ~ %3 49 ]3" ]lb' R.IF, ? 59E ' 69.:0 - - ?3.09? ' IN 34 ?5 - 9'hr Ntnti nn fa located nn Tonndon Pens neuln, overlooklag Dntoh Tayl nFrut 9 ]/7 miles south of thr vi lingr of Crntsr, 5 I/? mllra went-sonthurgt of Lafn]] Ferry end 5 mi ire Eaat-aoutheoat -0f Ilui]neap, Te mach from thr tntrreedtl on f 9tntr Route 9E and the county road fn Crn trr, go south on the county rood (il xck-top) for 5.65 m17ra to forks and nlpn Dnbotr 'Coyle 1Rr, Take ]Eft fork, Povt.henet, for 0.4 mile i.n n-T-rend and nl gn 'Coyle l5'. Turn L ft, enetrrly and nnuthrrly, and Tn]low mote rood nl dnA Lhr t.op of the ridge for 5.55 mi lea to omit. loxes on the ]rfL and n nl dr rood rj yht, lend] nA down hill. F'rnm the lnr(!e mail lox x11.11 al gn rDPlnb Pny 1"Ink 'h,neh', enntl rare south on the mole rood for 0.7 m17E to the staff nn on the r1 F•ht, carat. side of the grovel road. Thfe fa ntout 150 feet north of the top of Lhr yrnde. The staff on, underground Pnd referrnce marks ] and 7 err otnndnrd d]nk.n oat Sn concrete cyll nders. Thr ntatf on monk, atnmped T(tAIIC03 1955, 1s 3P fret vest of the crntrr of the rood, ]1 feet north of en old ronnrete fuundntl an and 6 fret rent of n xl loran nnnt., The mnrCpro}ecte nl out 6 inches Hlove tLe Around. 9eference mark 1, stomped TOANDOS NO ] 7955, Pro,Ireta aMut 74 InrLr a. ]t 1n ]2 feet cost of the renter of the road and nbout 7 fret ]aver then the Xtnti on. I?eference mark ?, otnmprd TOAr:W3 NO ? ]955, nrolects ntont ]6 lnrhre. 7t is 15 feet peat of the center of thr rand and atvut 1 foot ]nxrr then Ihr strati on. No n,d Letle Aloes for en Helmuth mnrk,• \, CIiA:59 (toff croon Cniu,tv,'Tnnh^,J. J,0„1.A7T])--S to loon Sr nn t, a• 6 elde f Unbob Hmi, ;-v)3 in1)r,v F' or Ti`?;Rill;, fora nbrrr.rt of pRr.:nD Ol'1't. Thor L•: 'n double rplt r•nnrn tad fry n !•a:n 1.1 nLrrw rn of 'en tor. Outer aplt in rn nd nm3 °rn vrl, wn rQlnd 1?;, er.tramr tLirn; loner ep7t 1•r envcl•r1 ,etch I'rn ~•+, 9tntlnh 1n cn ttir lm rr ,rd L, ?0 pr ern from lt~ ;i to rc, Irrlf~ny fr~m-hSph-wntro• Pm t9•. to fr. r,t of hill - 10 !u, cep Irnl inch. 3tnt] -n in car r' t ;roc foot brn rn th rlu•fnce by » rtnne tnvl.nl n 1/r^-il;r!'. Lo lr drl l7r+1 ^. Snche° Ilrrp for center. - Ono •tlU ~ •+ pin r, rrl Sn 1L,r to 171HI!OK, one rat Yt rl:t r -Err off shore, t r~d °I r 1n urn Lmrn ti on of firr,t leer., w,Ch nnr~,nd ,~•, LP. copt•nr nrll f f•,•t: from can ter. 3rrr: t .n CVf01!I: Lo LC"0 CF'7 T. R .. R,i1*i RiT ~1r ,} an~o ~GR/1S5 n~ /'; °i,.:. '",[,'„' RECOVERY NOTE, TRIANGULATION STATION ' r FJ.~:~ R NAI urAT O.. GItA53 l~:nr.v.rd+r n., J,J.C„ veA 1~1'/U HrA r.:nn:;hlnAtun Nrrou. r L: S. U. 1'cnn: 1`155 cne,rre: Jel'forwn Il,~,,, ll l 1 1 rHl nv l 1 I,lar-.. „f r ,, ,,r i „ I,I ,-l,I ,N ;'nrI vIn N, rnrkx fn, H,I. alarnr,In4N rl nnNrv ,nnrl~. nn,l nlln r pall„ n rnrly. fro (iU,99t?t1955r11loca Linr ctn 'cold stn tionrin tl, cc Lntur of atdrl veway tlcaa ingtLo n rClntJ voly new ucach home. Uue to nuouL 5 1'~et afndirt ftll In Lhs urivcwny, Lhe ^tsLlon is pnsw~~d Lo be destroyed ny dirt 1'1lling Sn the urea. m~r~~ ,.,.,+v DE9gRIPTIGN OF THIANGULATIGN STATION „ .. r ~ :Ji .~~ Nome or sranow: GftA9S 2 Srnre: Washington covHr.~, Jefferson err r- P L b Baker v n 1955 n In I byrB.U H. .nor I i.Or II [ f ARNYr OrA 0 Y flN 2 35 [ rRS t YF G Ir Of Ile l AnOYf St mY I•.IRN H[rf RS; lb $ r 1 I rq, I rr.n M1Ha nrrMen, AfA Tr ' AN A T° -' f olVr.ci9 7a pJl~aal,1 rl car nark Hal 'T IIXA wr. I non, fr,,.Hl wNC9PlT' z o0 0o aJ.o. lib ' A.N. 1 9E 95.25 25.984' 140 01 26 lib ' R.H. 2 SSW ' 72.12 ' 21.992 ' 220 57 42 ' Station GRASS was not recovered due to the changing of the ooaat line and piling up cf huge drift logs. The etatlon is located 3.5 milae'ea st bC Quilcena, on the soot shore of Dabab Bay, aid on the property ownAxi by Nr. C,B. Keith. To reach the station from Cdntnr at the ,lunct ton of State Ilighxny q F: and s county road; go south on the jived county road Por 5r5 miles"to a fork and sign 5 COYLE 1BA UABO9.' Take the left fork for 0.5 rnile~to a side road left and sign 3 COYLE 15.' Turn left as per algn arld follow the mein traveleA road for 5.6 m11ea~ d to a Inrge mail box on the left and sign UA BOB BAY MINK 11ANCM1 and s aide road right.' Turn right down grade for 1.0 mile to a fork. Keep the right fork up hl ll for 0.2 mlle'to the end of the road at a arrell brown cabin. Turn eha rp left here, southwest into a driveway and atntion on a anall hump to the west." 'fhe elation mark Sa n standard disk stamped CNA59 2 1955•' It Ss set in the top of n rdurvJ cdncreta Voet projecting 1 ineh'nbove the ground. The mark xestOC oner'ofaenolmpalnted hq 61 n, 87.~8~feet~eoutl weal toff ntha southwest hcornerh of n brown mbinJ b feet"vast eouthwoet~af a witness poet and ie surrounded by oLd drf ft loge. - Elafereace mark 1 Se a standard disk stamped GHA39 2 NO 1 1955• It is set Sn the top of a round cone rote poet pro;jeoting 4 inches "abovethe t;rourd. The nark ie 46,2 feat"northeast"of the nbrtheast"corner of the unpainted cabin and at the east Adge'of the drivaxay, fistsrence mark 2 ie a standard disk etaml,ed ORASS 2 NO 2 1955. St is sot in the top of a round concrete post protecting 5 Snchea"above the ground, The mark is 58:9 feet'xe et northwa st"of the northwest "eornor of the unpainted cabin. Station WNCSPI'1' 2 can be caned as an azimuth.' n~~s nL,.,.:+r nr c~MA,,:,:.X DHHCItII'TION l1F 7YilAN(:IILATION fil'A'I'I(1N ~,,, i7kP. ~. NnMH Or arm lox: TT 1 AB (U9G9) Srnre: Naahington couxrv: Jefferson - acorn-r L.9, Baker" van 1955 ~ tl Il.nr J V.NT. Nnrr, I 1 f A N4A N 1.65 4[ FR t fl 1 l Ir NARX Nl tf . UNa N f I: , r -~ 4 I n nn1-- ... r ' ud.¢au I~,hll,rr.n4 uEV At r r , rrr corn In.c,. run , car r A F, A,nrv err ____. rou,:cr m:AXln,; Hor. """: - °~rrr, noel r.., ,.,.,... PI9H•1B1Y 2 __ _._._.. - - - 0 00 00.0 11 b H.Y. 2 NN G0,39' 12.312- 131 00 13~ it b R. Y, 1 FSE 39.19 11,945 28q 37 41' The elation ie located about 1 mile (air line) east of Qulls Ens, 70 feat north of the approxlrlate center of a paved rood, SO feet north o} an eaet- xeet force line, anA 8 feet north of a xhite xltnesa poet. IC 16 ,just soot of an old abandoned xooden-brtdgs, To reach the station from the post Office in Quilcene go north on U.9. HSphway lOT for about 75 yards to a fork, Take the right fork and go north for 0,45 mile to afork and elf, "Feet QAAS1cenN1 Tom right (east) and qo 0.4 mile to a T-road left, Continue straight ahead for 0,3 mile to the etatlon on the left (rrorth) olds aP the road, The ntntion mark, a U.S, Ceolaglcal Survey etatlon dfek etnmpM TP 1 I)B 1940 8 Peat, Sa eat Sn the top oP a 8-inch square conerpte post that pro,j seta about 2 inches above the pra+nd, Reference mark 1, a otnndnrd dfek stomped TT 1 RB US(19 NO 1 1955, is set In the top of a 12-inch concrete rylin tier that pro,jacte about 2 inehee above the Around. ]t ie about the same .elevation as the elation rmrk, Heference m rk 7., a otnndnrd dl ak stamped TT 1 R9 p9C3 NO 2 1955E ie set Sn the top oP a 12-inch concrete b,ylinder that proJneta nbout 2 Snch ee above the ground. It Ss about 3o Snchee loxer tiliun the atntion mrrk, An eaimuth mark xns not e.tablished for thin station, Lli<!1 :; 1'1'f (confer r, Con^t~ r~h.,•1. '. G., I'SP)--Utn Llrn lr..nrnr LI r 1'.. r can 1. 1 :-.11Y 'b. 1 i glLl:i. '.n tl P lour •11 -t~r t 1r'- Ir f I t I:r:y f1.1n r.~,1t L nhnut 1 r ],-,n Iro, to ,.7 L'1 •• ]':r r 11,- fr"rt !kr la,nr _. is nl.I rt lnA of rl r,n 'li^1 •,,lt ~::~rnl,~~ ;f1 I'n rcr nf-atntlr,n nn''. r,-,n- r:.ur Gv r 5 ' r' '. '1 r~"1 I . 'err 1 ,n 1 ~ ] a ~ 1 1 I ,r ~.rJ t, [[ nncrr, L~rch "r'rt hl. I~. •n t, r I nri;, r 1 g , ~ 1'rd..l »d- n f Inn rr:h. ,1 st~vu• I~rvt.,,- n l/ trrv~'~. •ho lr dri L1•~rl ? 1nr,±;rn dean: bnrird 1 of br ,:,UL .. rY" rss, p:.~ rt,n. nn. r, r, U: nc I~ Ito r 71, ., Pnl,t, an,l In 'otonr-n- tl• I 11 .. cat rl a .''1. ]rr •+Ir„r, 1'r ch~`r14 :, I'. ~ :I.!, rr,.,l,r,• •I7 C+ fr-r t. 1'r.. rrll i.rr. 1 ". ~~'° ~ ~' ~ " i ~ _- _ _ _ ~~lolvr; SviT (continued on pace l3) T 996-6 .. :Naar DIiMCRIPTION OF' TRIANGULATION STATION Nnmc of SrnnoN`FI1 WALhhlt (USE)" SrnTn: YV:+•:hhrgL nr- CouNTn Jul'i'et son' "'~`~'~ Gulcr_ or Pnnrr; [,.9. Ur k.er - Yrnn: 1751 ' - Dexrlbed hyr U:,p•, L. Ilnmlt nr tn(9CUP[AROVE RtAtION NANR 3L. d5'4ErFgR,1 NIIRNr'UF LIGIIr ARGVF RrAnGN NARK NfrFfle. M9 ) I S Irfnrn elallNn mar4, I 1 ISTANCf:s ANU Olxrc TIUN9 TU AS,MUTII M HENCE MARx9 AMA nRUMINE i nnJFCTS U,di~.r 1 ixlnn mek ~ F ROM IE.YrnrlnN _. NCE • DIR[C _ - ~ ~ ~ -~ nnJFCT ~~--- OEAPJNG Mnr TIONI ,.,.r. . __ ___.-..__.___ _... ____ A-.__ _-_ ___. CImEN I;TIJ ]95h O(~ Wr W.IXl lla~ hY z ' 9 70.13 ' 21.377' 31 26 3tl - USE)- RY L' - NW' 06,31 • 32.403) ~ 160 Oy 39 ' Tho ntation in looatnd About 2tl~ ntilesJ air line! nn rth-northwnnt of Moodsport nnd 3 mlleaJ air lion! flouth-nouthwast of quilcene, It is on the highant )want of what Sn locally known nn Nowt Walker. To tench the ntation from Lhe po nt office to (1u11csnoJ qo south on U.9. Mlgttwny 101. for 5.3 mi lea to n dirt rood Lett ¢nd sign Yt, Wn Lker 9u1mn1E 5 Yilar.. Turn lo!'t nnd follow Lila dirt rood for 0.35 mite W n fork and sign Yt, rialknr L.O. Take the rd rht fork And follow the windf ng road up tho Irountain for 4.U milee to a T-Snteraoc- Lion. Turn right, a;~ per sign South Point, and go 0.15 mile Lo the station on the loft. This is n drive ntation. Tho ntation mnckA s U,9. Anny ENtginaers bronze dank ntnmped YT WALKER, is Fet Sn the top of mm~ll concrete cylinder which proJecta 2 inches above the ground. It Ss 44 feet Pouth-nouthan:a oP a triangle ble.ze on A true end 3U feat seat of the rood. lieferanca mark 1, s U.9, Army Fnglnuern mop wntrol station mark ntnmpeU NEE' NO 1J fa rat LI Lhe top of a nnmll concrete cylinder which Ss flush wi Lh the growl. Thu m^rk to 21 1'enL rent of the cantor of the roatl and-3 foot Heath-oouth east of ¢ bin zed tree. Tha murk 1n nuout 3. Taut lower Lhnn the ntation mork. Reference nu,rk 2, a ntnnda rcS disk stamped YT WALKEIi USE t•U 2 Sy55J 1e Hat in the top of s sgtw re block of concrete which Le flush with the ground. iris em rk Ss 12 Peet north of the center of tho rood nnd in aWut 2-fool lower than the otntlon mark. No Azimuth mark w¢s cot, nn there in no place to set one that would sae from the ground,' CSUAM (Jef fernon Cnunty,!ineh, ,J~J.O. ,11?7B)--9tH lion 1n on E Aide of 4uilcenn Mn;;, on the first henrl N of ntnti nn FI911FJ7Y from trhlch SL Se dintrnt nL,nut 1 mile. Thin 1o n high bluff. point, the foot ', 1' tLe bluff for moot nr.rt be1n1; high-venter mark, 3tntlon 1.n neap tl.c foot of the b'Luff, !ant ton felt nrnund Ghn bend to nee atntlnn F1911i:H'L. 9evernl crrlnr Linea prow in t.hr vicinity nnd n rmnl.l non 37 pnceA S of atntlnn .ta rm~rlsd by hlnze Wort nn 11. A lnrCe trunlr lle.n na•onn LI ~ bench 4 feet IJ of stn lion nnd Imo formed n nuv,ll bnneh tubers tPe ntntlon ]A pineal, Stn LSnn Q7Jli.CF:IIE henrn 'i1ll°;~-ntnti on H7;A11> henrn god °;SOt, nnd_ untrehoune benrn 211°. 3tntlon Sa 6 feet bn ek from oral nary high-wa Car work nnd 7 feet Sn front of bluff, IAnrY. rd 14 Snchas benrnth nurl'nco by n stone Yw v7.nc n 1/2-Snch ho7.n art llnd 2 Snci,en dr'ep for center. 9tubn I~ru^e pin aid: Onc in line to atntlnn REND, one. in pl`o- lonPrtlnn of r.n.r.e line, nnd ono nt r1l;ht nrr•l~m tours rd ntntlon 't^UII CFINE. Each In:I rkrrl with cop~-~rr na ll. G fr•nt fmm center. 9nca from y!ill•CEII'r: to wnrshmpan. Ce o g R ---y7 =~ N ~ m m A ,,,,,,, RECOVERY NOTE, TRIANGULATION STATION C1 J"f'J' p> NANn or H'rATI„M: C;~,,),li, x.TAnr.mu,:n u,: .I.,I. r:, YwAr: lll7:t xTATV.: ',Ynshlnnton ItnrneA:nnn nr:• ,.,,,, UnF:nr 1'xan_ 1955 I:uuxTr: ,lal'Cnruon Fgetnllyd xlnl rlnnr,l nn In ,I,N nlnrvw Nf llm nd0.1„nl,Ir,rrllrllnn; h,ch,rllnN rnnrks fmrml, Armm~lNN., nhnxxrn mn,ir, nnfl nEher rrrrl lnrnl fnrlx: 'flm abet Lon v n ,~nrchr~d 1'nrJ but could not Lo found. atntlnn CIi:Ji; v:•s nnL.Tbllshed in Lho YIcLRLI.y, t o i~S i P.,i °`.; K V w i+n DESCRIPTION OF TIIANGULATION STATION lU... An.. I"'" J r'~f.; NwMa or SrnnoN: GENE STRTat Waehf ngton Coul•-rr Jefferson - Clean of pnarr: 1,.3, 1'eker - YEARI 19$5 UM[rlh~'4vr M.L.M. HEIGIIt Rr tEl[aCRPF ABOYF Sr.ItIRR NAgN 1• S1 ' YFtfgR.i - NFIRNI UE l1RlIt AMnvF SfAtIUN NARK N[rFR9. Pipe -surface-eMUar mork, - urnncrAneo ofkvenonN ro AaiMVrn iwAPK; xEkF:nrscF. MAxk9 ANU rnuawewr Unn.rrr, Undergrwnd-a1RllRn mark I n WrtlCit CAN nE SEEN FHUM TrrE aaauNN AT'rnF. a1'Al INN .__. ____.. _-_ _. _....- floe rANCr. OBJECT ARINC U nr, nnN FI91{ERY ? ~ 0 00 00 12o R.M. 2 W ?R.09 ' R. 563 " 77 ?5 ?O 12e R.M. 1 NNW ?15.5.' 65.69) 4 751 ?9 53 - The stn tf on fu locnted_ shout ? 1/!, m11ee south-southeent of Qul teens nn the east sl de of qui ]cane Pay, and on the weal sl de of the Poltnn Penlnmula~nt n point one mile north of the eouthweat end of the gaol mule." - To tench from the post office in qul]rene, go north on U. S. Iii rhwny 101 for atwut 75 yards: Ixavr-the hl Rhwey end contl ~Ue etrsi ght ahead for 0.45 ~m11e to e road right nt el gn 'E, qullcene': Turn right nnd go 1.9 miles to n fork, keep left fork for 0.35 mile to end of U]ack-top. Continue Hirai qht shred far 7,G nd ten to el pn 'Bond Closed r.~fontf ~Ue down h111 (4-wheel delve vehl e]e) on etrepr narrow road to twee of epf t. Turn right end follow spit to 1ta soli n dl atones of 0.5 mile from a1 gn. Take toot and go north for ntnut 1 mile to atatf on, Notes At lave tide, one may walk along the teach to staff on ei te. Thr ntstl on site 1s at the Lase of A small nude at n pal nt vhere n large tree ban fallen end fa now m+epended from the tank et an nhgl e. Thi nfn nnuth of the deff ni to not nt of lend ae seen from the end of trunk travel." ~Th4 ntntlon mork, ntemped CENE 1955, Se s etnnderd dl nk veal dad to the ton sf e 2-loch Iron pipe pro,lectlnR stout '30 fuchee. It 1P back of the driftwood. stout 3 feet west ofthe foot of the benk.~ Reference mork 1, stamped CENE NO 1 7955! le a standard dl ak art in o dr117 hots in a 3 fY 3-foot~iwulder that proJrete stout 3 feet eiove the tench. It fe 7 paces west of the line of brush." ' Reference mark 2., stamped CENE li0 ? 19:~•Sr fe a standard df ek set in a drill hole 1h a-? hY 3-foot boulder at-the west edge. of the dri ftvood 1n front (west) of the stntl on. Poth reference marks w111 to nlrout 1 foot. under Water nt ext.reme hl qh t.1 de, F7 S11ERY ?can tk need for eel moth.' Nn. 7197 ..11 . Ol ynq)lc Prnin :itlu (EasC. ~,-~.), Wa::hinl•Lnn ,.._ our DES. IPTION OF TRIANGULATION STATION r rU.. A,,.. m,R Ji'3~.%~ NAMe Or STATION: TURIJ}:R (I'Sli) store; Wanhi ngton COUNTY, Seffrreon~ Crar .p Tn L.S. Poker Ycnn ]955 ~ U Ibnd by Il.i,.la, I N, Hf Ii 0{ r[Ir RCO E A OVf S AiOTANAPN N' S XEIFR9 1 _ HFIRNi G IIOHtA [ RFAi OR 4ARN IN T JY[rf AEIMUT Suefaw.sl U X, i n s c n MARK E UndrrRrnu d -1 IIUn mark x ne seEx FnnM r nN -__ onJRCr_ _ - fl r._- ___- o-- N'x__ FULTON 0 00 CO Rr Terence am•k (U9L++) 9F. ~ 70.19 ' (21.394) 63 SL ]6 • Thr etntl on nl to 1a on the east mope of Mount Turner, stout one 4h1 rd of the way up to the sunn,dt of the mountnl n. Th1a 1n stout 6 7/4 milts am,th-nouthweat of qui ]cane, l 1/? m17es west of Jackson Cove on Onint Fay, nnd otont 1 3/4 males a north of the Dnnewn]]1ps 91 var. Thr Hiatt cn ]o on x sme11 hump nn the rl ape tour red ui th a dense Rrovth of young rverpraene, There 1n n stood of unoutr ti m}er up the elope to the west, A hi Eh lore ar~og is ur ar the stn tl on nnd el sc n e vet;, h1 Fh hand ock wf th Live trnnchea near its tap,- To ranch from the poet off! ce 1n frl noon, go north on F.S. Rl ghway 10] for 0.35 milt. to the Uosnwx)lf pe Iii vet Road end the Mnp]es ;tore an the left. Turn ]eft, went, for ].1 miles Lo u sl de road rl qht nnd 1Fm 'Rocky Frock Rond', (nppnrently ad aspel led na road lends to Rocky Frnok Greek). RVrn rl ght as per al gn and follow mnln traveled road for 4.tl miles to a T-tntersecti on and ni gn 'Jneknen Creek Rond'. Turn rl ght xa per sign and go 3.0 miles to mile poet N 9 on the left. From hire, the stall on in atovt 1/4 mile northwest and stout 500 fret hl Fher Lhnn the rood. From nd ]a poet H 9, contl ~Oe upgrade for 0.? m11e to a dim tool] (hl nzrd) on the ]eft, west sl de of the road, at a growth of al dare, nnd end of truck travel. Pock westerly up elope for stout ?5 mi Hulse to a c]earl ng and etatl on.' The station mork is s ^,S. Army Corps of Englneern tench n~nrk di ak, unotnmped, eat in a dr171 hole. In rock f7unh with the ground. The mork was orlq]nn77y entntdiahed ty thF ?9th F:ngl nrFre 1n ]936." The reference mark, unetomped, 1s a Corps of EYIP1 Werra Mnp Control stall nn mark df ak sat in n dri 13 hole in o lone tool der stout 3 t'y !, feet, pmlrct7ng n1KJUt 4 feet stove the ground, It in 1n n c]enr]nR aMut 5 feet nout.heost nl' a dead nnsg.- JJn Auf tnTle pi oce fore ozl nn,l.h mork or en adds tl onnl rrfrrence mork.' Conventl oval drive yr hl e]e. ' - IJE"•^°~,'"`"' .nxn, DESCRIPTION OF TRIANGULATION STATION ~mm~ or SranoN~: FU LION ernTS; Wnnh)ngton Couxrv, Jel'ferann ~1R ~/'~ r or- Pnnrv: L.9.INtknr Yrnn: 1`155 ' UrRerlhrd bp, L.O.Y Nr[t E;' Nt lrlll UI If IESLUr[ AnUV[ 6E1rI0X NAUX l.btl ' Y[tFPP.1 IIFIRNt nr IIG11f AnnVr RiAIIUN 4ARN HrrfRa 7a S,Fan al lion mark, I avrnxrF4 nn nn TU uuK n:m noon '. mJ,;rra : Ib U,d,.rym, nd-.altllnn mirk f__ -_. _ x nmeor r nun, noNl r..r ._ TURNF7t 0 W 00.0 ~Ueac. Referents mark 1 ENE ~ 19.G8' 5,936" 173 G4 26 ' •Ueac. Hetersnoe mark 2 SSW' 19.72' 6,010' 321 27 04 ' The atntion in about 5~In11un eroutheset of quilconnJ on the onat shore of Unbob Uny and in the yard pf n Yr. Fulton's reaidance. Tho mork Sn 4u.5 1'oat north of Lho north- west corner of the house, 6~feeL eoutheanL of the cornor of ¢ conareta ratnlnin(; wn11 and S feet south of the north roteining well nnd y"foot oe at of the wont raLAiJdnJ; wn L1, This rat.nininR well protoctn the yard from the action of wnvus nnd tidan La the nm•Lh nntl west. To tench the ntntlon from the colrununity st Coster, ep State Iloutn 9E about 1'7 nSlen wont of South Point, go rwuLh nn ¢ paved eowty rood far 5.65 miles Lo n fork nnd a olgn "Coyl.a 1JS" hod "Unbobl': Turn loft nnd qo for 0,4'mils to o fork nnd a uign "Coyle 15°: Turn loft nnd fo Llow Lho mnln trnvulad revel in n southerly dlrectf.on 1'or 11.2' miles to n xa11 trnvelad road on tho right nnd a sign "Hn tansy". Turn right nnd po 0,6 mils to n Lhreo way rood fork, keep right for 0.15 ~m11e to a rood on the lol'L and n nSpn "Fulton". Turn left nn par niP.n "FultonX nnd P,o down u ataep. groan to the shorn of Uaboh Uny nnd Lho Fulton resLdsnce an the la CL nrtd Lhe ntntlon. Thn ntation mork Ssa nLnndArd dank ntnmped FULT'ON '1955. It conwntaJ in Lho top of n concrnte cylinder that in lI inchon, Sn dinmster nnd Sm flush with the grannd. licferenca mork 1 Sn n eLnndnrd disk atnmpod F'UL]UN NO 1 1')55: It Sn nut fLtnh in the top of the rroLnlninR wn11; 2:2.1-fseL annL of Lho corner of the wn11R 10 inchon went of the on..^t and of the retnlnlnq wall and ltl 3nehan higher Lhnn Lho aLntlon Hoek. Itofarence mork 2 in n nLnndnrd link ntemped FUL1'0N NO 2 1955. IL Sn Hat flush Su the top of Lha rotsinLnF, well; 22.l7 foal rwuth of the northwe,nL coney of Lho well, y,7 font ^mAth of n ringbolt nut to the wn11 nnd 1U inchon higher Lhnn Lhe atnttom F731IFILY (,lefi nremt County,•ln rh„J. J.0.,107t3)--9tntlnn lr nn i.l~r rnu•1 nrtd rrnvcl soil. nt E nn trnncc to bull cone P+ Y. 'Pbin Lr n 1'nl; 7rr••"'•I Lm :^,It rncloplriJ; Lrrr en nnd mrn•nh nnd nn the old of 1L n ^nvm•nI hu11d1nJn need by fir:her:coo, 9Gntlrn Sr- EO ~•n c••^ 11•or^ bn ne of nett nnd :?O Ircrr. Ji frnn~ IJ tart of Innrnb Lr rl•L., {i p can h•n-I high-vntsr Inn rk, nn4 3 lvlaen from Hare of enr~+h. Stn L!nu L. mnrqu•d Lt lnrhrn I~.rn rn th nurfnve h? n ntnne hnv- 1mc n ]./^-Inch hn7n fi•Ilind ? lnrhrr deep 1'ot• ern tier. ~CUha weer nLnend: Twc. nnrnl lal wl th bench nn,t one nt r1Fld r~nr lrn lu~'••n•r. Finch Inn rl: nd ulth re ogre nn.ll 6 1'net 1'ro:n ten tra•. :Loan frn;n I~1KE nrnund to I?!if:^. / . r //~(/ F(SNURY ---~~ iN'' 1 t •. ( '!r '' I 1~ "Ntn' I .pA a` . r e•.. ( T'# (U. 9, E:,,lOS7)--Stntlon reenvnrrd nn rienrrSbrd end .Ln in trod -~n•11 hinC. ]t 1^ nn n nn nd nn'! .rnerl ,,:ai t. ;: aide of '.,`•111 eons nr, ivr':I nr~~rn*1 1n"idr of qui lecnc pay 17•on S~rnd of Del inn hnnlnrnlU. Srdt 1 •, nU n7: 100 fret •aldr nt lour 1 fr'n, i.nj-UD11 1a nh, nl. I=;,O fc~t inn - n:l,l f.1,0 fr,rt u'lde, (ictR•1n1- to ntnticn ,~UIL- w.,,.. ^•hr°: l'i .,,,"! ;t: rt°, himupmnGrd, (continued on pAge 12) '-T 9905 QUILCENE QUADRANGLE WASHINGTON VRITED STATES DEPARTMERT CF THE IATENIOR GEOIAGICAL SURVEY 48°00' Third-order leveling Elevations based on Sea Level Datum of 1929 through the medium of the Pacific Aorthweet Supplementary Ad~uatment of 1947 Clallam and Jefferson Counties _ Supersedes mvltillth lint of 4/23143 12/12/~52 co~g 12/16/S,~II/, ~i- 47°45'47°4y 1 (PORT TOWNSEND) 5 I r I ` 5 4 ~A 2 Y Q II _ W J W a m a K J I q (9 F ~' ~- \ O a QUILCENE I pUI~CCENE 3 GG 3 ~A I I ~~ ^nn~ - (POINT MISERY) ir~• hFi U.S.C.deG.3. LEVEL LIRE A. Twin Aivere to Olympia, Washington, 1931 (45 Waeh.) QUIICEIIB QUADRAAGI.E WASHIPGTOP A4745_W12245/15 3 Feet Quilcene, 4.5 ffi. A. ofd 530 ft. 8. of rd. leading W. to Lake Le]and, 32 ft. E, of cad 9 ft. higher then center ofhtghway~ Sa concrete poet; standard tablet atempad "Tf 2 RH 1940 214 219.502 Reference mark, 80 ft. R. of tablet, on boulder; chiseled (quare 2ll.77 Quilcene, 1.4 mi. AE. of, 147 ft. RW. of E. end of bridge, 50 ft. A. of rd. bridge over A. cad of Quilcene Bay and 20 ft. E. of E. abutment of old railroad trestle, Sa .concrete post; eteadard tablet stamped "1T 1 RB 1940 8" 8.269 Reference mark, 18 ft. W. of Lablet, oa embedded boulder; chiseled square 8.22 U.S.C.&C.S. standard disk atsmped'"H 15 1531" 36.361 Quilcene, at 3N. corner of Quilcene public school building, in concrete foundation; standard tablet stamped "J 16 1929" (recovered by U.S.C.&O.S. in 7931) 36.371 Quilcene, 2.3 ffi. S. of along U.S. Aighway 101, at U.S. Fish Hatchery Station, near mouth of Peagv Creek, gust S. of U.S. Highway 101, at S. end of SW. teak, in concrete wall; standard tablet stamped."J 17 1929"(recovered by U.S.C .daG. S• in 1931) 123.842 Reference mark, 76 ft. P. of tablet, on SW corner of base oP 8. concrete gate goat of U.3• Fish Hatchery; chiseled square 123.95 Quilcene, 2.0 mi. 3W. oP, on W. side of highway bridge orer Quilcene River, in R. end of sidewalk, standard tablet stamped "TT-7 RH 1940 128" - 128.619 Reference mark, 242 ft. 3W. of tablet, at SW. end of bridge, on SW. corner of sidewalk; chiseled egvara 128.56 Qullcene, 3.3 mi. SW, oY, at Olympic Aatiohal'Forest boundary, 23 ft. W. of highway, in 3W corner of atone foundation of Forest Service sign; standard tablet stamped "TT 8 RB 1940 386" 386.197 Reference mark, 51 ft. E. oY tablet, on embedded boulder; chiseled square 389.56 U.S•C.&G.3. standard disk stamped "K 15 1931"(asset 2/3/40 by s.S. Evans) 726.714 Reference mark, 70 ft. ftW. of disk, on SE. corner of large granite boulder in place; chiseled square 733.51 N4745-W12245 /15 259 2 Feet LIRE 1. FR~f PORT TOWNSSAD QUADAARGLE SOUTH ALORC U,S. HIGHWAY 101 VLi QVIIAERE IRTO POINT MISERY @VADRAROLE. (additional beach marks. by . 5.3. 8vana, 1940, and E.E. Jones, 1929; Books B3404 and B8646) u. S.C .&G.3. standard disk stamped ".4 15 1931" 20.335 Reference mark, 32 ft. NE. of disk, in root on W. aide of 12-inch fir tree; copper mil with washer 24.92 Quilcene, 12.0 mi. N. aP, at SW. end of Discovery Bay, in large triangle formed by intersection of State Highway 9 to Port Townsend, 180 ft. SE. of intersection of center lines forming PW, point of triangle, 25 ft. AE. of center of U.S. Highway lOl,,in concrete poet; standard tablet stamped "TP 4 RB 1940 12" - 12.099 AeYere~e mark, 186 ft. AW. of tablet, b7 ft. P• of intersection of Highways 101 and 9, oa S. concrete right-of-way marker; ,chiseled square 8.82 U.S.C .&.G.3. standard disk stamped "C 15 1931" 87.585 Reference mark, 150 ft. R. of disk, 33 ft. E. of sad 8 ft. higher than center aP highway, 21 Pt. W. of and level with center of gravel rd., on boulder; chiseled square 89.07 u.s.p.mG.s. atanaara aiek stamped "D 15 1931" 186.528 Reference mark, 280 ft. 3W. of disk, 33 ft. W, of center of highway, on boulder; chiseled square 188.99 . Quilcene, 7.7 mi. A. of, 3~ ft• 3. of intersection oP old - highway SW., 120 ft. S. of lane leading E. to a ehingle mill, 30 ft. E. of center of highway, in embedded conglomerate boulder; standard tabletstamped "TT 3 RH 19k0 220" ~ 220.372 Aeferease mark, 57 ft. W. of tablet, on embedded granite boulder; chiseled square 222.96 V.B .C.&G.3. standard flick stamped "E 15 1931" 203.743 Reference mark, 97 ft. AE. of-disk, in fence line, on buried boulder; chiseled equate 204.98 4 Peet Quilcene, 5.2 mi. S.~of along U.3. Highway 101, at top of divide between Hood Canal safl Quilcene .River, 90 ft. E. oY ,pct. of Rainbow trail, 5 ft. A. of highway, in 36 by 18 inch boulder; standard tablet stamped "J. 18 1929" - 725.744 U.S.C .AA.S• standard disk stamped "L 15 1931" 558.572 Reference mark, 130 ft. RW. ofdiek, 33 ft. W. of center of highway, 20 ft. R. of drain, oa large embedded boulder; chiseled square 558.92 .LIPS 2. FROM PORT OAMBLS QUADRAPOLS WEST ~' POBT LUDLOW, ALORG ROAD WE9f AND SOIP1'HWS3T TO RVILCERS. ~by E.E. Jones, 1929; Book 83404) Port Ludlow, 6.5 mi. W. of, at X-rde., at RS. corner of inter- section, in boulder; standard tablet stamped "J 12 1929" 466.201 Center, SW. of rd. het.; U.S.A. 6th Engineers Po. 38 (1923) B.M "87 217.23" (ao description of mark given) 216.89 Center, 2.1 ffi. 3. of along Chimscum-Quilcene rd.-, at het. of rd. leading to Tarboo, l0~ft. W. of rd., in 2 by 4 by 2 ft. boulder; standard tablet stamped "J 13 1929" 274.759 Center, 5.0 ffi. 3. of along Chimacum-Quilcene rd., 15 ft. W.-of ~~~e~ U ~(~ rd., in 4 by B by 3 ft. boulder;etanasrd tablet stamped J "J }4 1929" 407.633 ~~ J~ LIFE 3. FAGM QUILCERE ALWPG ROADS WEST TO QUILCENE CIVILIAA COA3ERVATIOP COAPS'CAMP, TH@ICH 3WTilWESf TO AAIPBOW TRAIL, THBRCE EAST ALORG. TATTER TO V.3. HI(~WAY 101 AT POINT 5 MILES SOUTH OF QUILCffiVE.(by 3.3. Evans, 1940; and partly by E.E. Jones, 1929; Hooka 88625 and. B3404; last part leveled twice) Quilcene-0.0.0. Camp, 0.4 mi. N, of, at bridge over Penny Creek, 36 ft. W. of center of bridge st point where rd. makes sharp curve over creek, 2 ft. R. of Penny Creek, Sa large boulder; standard tablet stamped "E 1 1940 367" 367.537 _ Reference mark, 34 ft. SW, oP tablet, on embedded boulder; chiseled square 374.39 QUILCEAE QUADRANGLE WASRINGTON 84745-W12245/15 5 Feet' Quilcene C.C.C. Camp, 0.4 mi. W., thence 1.9 mi. along Sig Quilcene River rd. SW. from, at rock dugway, 344 ft. S. of Olympic National Forest boundary, 21 ft. E of and 5 ft. lover than center of rd., in large embedded boulder; standard tablet stamped "2 E.194o 861" 861.oz2 Reference mark, 141 ft. SW, of tablet, 12 ft. W. of center of rd., on rock outcrop 2 ft. above rd.; chiseled square 869.33 Quilcene. 0.0.0. Camp, 0.4 mi. W., thence 4.1 mi. along Big Quilcene River rd. SW. from, at W. edge of timber, 26 Pt. N. of and ]1 ft. higher than center of rd., in flat ledge of rock outcrop; standard tablet s`~emped "3 E 1940 1391" 1391.538 Reference mark, 159 ft. W. oP tablet, 17 ft. N. oP and 3 ft. higher than center of rd., 9 ft. W.. of center oP drain, oa embedded boulder; 6hiseled. square 1393.90 Quilcene, 9.5 mi. SW. of, 4.0 mi. from ,jct. of Rainbow trail and Hrinnon-Quilcene rd., 170 ft. N. of mouth of Tunnel Creek, in 4 by 30 Yt. boulder 3 Pt. above ground; standard tablet stamped "J 20 1929" _ 1027.755 Reference mark, 67 ft. ~d. of tablet, on embedded boulder; chiseled square - 1029.45 Quilcene, 7.4 mi. SN. of, 2.2 mi. '.1. along Rainbow trail from ,jct. of Quilcene-Brianon rd., 4 ft. E of small creek from S., 2 ft. E. of trail, in 3 by 2 by 1 ft. boulder; standard tablet stamped "J 19 1929" - 1313.178 LINE 4. FROM POINT 0.4 MILE WEST OF QUILCBNE C1VII.LAN CONSERVATION CORPS CAMP NORTH ALONG THE PENNY AND OT'BER ROADS TO CROCKER L4I0; SPUR, THSNCB NORTHEAST '1V CROCKER LAKE (by S.S. Evans, 1940; Books B8645 end H8646) Quilcene C.C.C. Camp, 2.3 mi. NW. of along Penny Creek rd., at milepost 5a 21 ft. E. of and 1 ft. lover than center of ,jct. of rd-. leading AW., in buried boulder; standard tablet etempea "4 E 1940 631" 630.759 Reference mark, 63 ft. SE. of tablet, on embedded boulder; chiseled equate - 624.62 QttII.cENE QUADRANGLE WAS.4iHGTON A4745_W12245115 7 Feet LIWE 5. FROM CROCREti LAKE SPUR ALORG ROAD jTORTHNEST ARD W$BT I1Pf0 TYLER PEAK QNADRAIPGLE.(by S.S. Evans, 1940; Hook B8645) Snow Creek .guard station, 1.3 mi. B, of, 650 Pt. NW, of milepost 13, 34 ft. W. aP and 2 Pt. higher than ,jct. of T-rd. NE. and 19 ft. Sd. a1 center of rd., in burled boulder; standard tablet stamped "9 $ 1940 908" 907.773 Reference mark, 66 ft. RN. of tablet, on buried boulder; chiseled equate 909.69 Snow Creek guard station, 210 ft. A. of, 17 ft. E. of and 1 ft. lover than center of rd., is large flat granite boulder in place; standard tablet stamped "l0E 1940 1227" 1227.387 Reference mark, 109 ft. E. of tablet, 8 ft. W. of center of rd., oa embedded boulder; chiseled square ~ 1228.03 Snow Creek guard station, 1.8 mi. NW. aP, ll ft. RE. of and 4 ft. higher than center of rd., in W. cad of large boulder; standard tablet stamped "ll E 1940 1056" _ 1056.386 Reference mark, 95 ft. W. of tablet, on boulder; chiseled square 1052.03 Snow Creek guard station, 3.9mi. NW. of, 2.8 mi. S., thence 1.4 mi. SE. from Blyn, et old Weber place, near milepost 7.8, at bend is rd., 40 ft. NE. of and 5 ft. higher they center of rd. and 42 ft. N`A. of small drain, Sn buried boulder; standard tablet stamped "12 E 1940 837" 836.824 Reference mark, 56 ft. N;d, of tablet, on boulder; ehiseJ ed square - 835.10 Feet6 Quilcene C C:C. Camp, 4.2 mi. NW. of along Pen[~V Creek rd., at Little Quilcene River bridge, 60 ft, NW. of and 12 ft. higher than W. end of bridge and 45 ft. N. of center of rd. in large embedded boulder; standard tablet stamped "5-E 1940 '846" 846.195 Reference mark, 22 ft. NN. of tablet, on embedded boulder; chiseled square ~ 851.75 Quilcene C.C.C. Camp, 4.9. mi. AW. of, 6.7 mi. S. oP Snov Creek guard station, at rd. York at Little Quilcene spur, 72 ft. SE. of center of rd. fork end 28 ft. E. of and 5 ft. lover than center of rd., in large boulder; standard tablet stamped "6 E 1940 io51" 1051.735 Reference mark, 55 ft. SW. of tablet, on base of rock outcrop 1 ft. above rd.; chiseled square 1057.64 Snow Creek guard station, 4.7 mi. S. of, 32 ft. N. and 68 ft. W. from corner secs. 21, 22, 27, and 28, T. 28 N., R. 2 W., 48 ft. SW. of and 1 ft. higher than center of rd. fork NN. and 27 ft. ~~1. oP center of rd., is buried boulder; standard tablet stamped "7 E 1940 779" 779.051 Reference mark, 60 ft. N: of tablet, on buried boulder; chiseled square 778.91 Snow Creek guard station, 3.1 mi. S. of, at Crocker Lake spur, 430 ft. S. of Andrews Creek, 96 Pt. RE. of rd. fork NE., 60 ft. 3. of end 1 ft. lower than crossing of Port Townsend pipe line sad 30 Pt. E, of center of rd.,•in buried boulder; standard tablet stamped "8 S 1940 719" 719.583 Reference mark, 126 Pt. N. of tablet, 21 ft. E. of ee_nter of rd., on buried boulder; chiseled square 722.64 Quilcene, 8.6 mi. A. along U•B. Highway 101, thence 1.4 mi. along State Fire Control rd. BW. from, at hairpin turn in rd. over gully, 80 ft. 'd. of and ll ft. higher then point of curve over gully and 42 ft. NW. of center of rd., in E. end of large conglomerate rock; standard tablet stamped "20 E 19~Fo 537" 537.705 Reference mark, 30 ft. RW. oY tablet, oa granite boulder; chiseled square ~ 540.57 8 Feet LING 6. FRCM POINT 2.6 MJSES RORTBWEST OF BROW CRffiC GUARD STATION WSBf ALONG ROAD UP SAll~ON CAEffiC 1,6 MJI.E3 (spur line leveled twice by 8.8. Eveae, 1940; Hook B8645) Snow Creek guard station, 2.6 mi. NW., thence 1.0 mi. along Salmon Creek rd. W. from, at W. end of small cut, 15 ft. S. of center oP rd. is buried boulder; standard tablet " " 13 E 190 1524 stamped. 1524.079 Reference mark, ll8 ft. W. of tablet, 17 ft. N. of and 3 ft. higher than center of rd. at bead S., on boulder; chiseled square - 1526.03 Snow Creek guard station, 2.6 mi. NW., thence 1.6 mi. along Salmon Creek rd. W. from, 0.2 mi. 3W. of bridge over Saimoa Creek, at rd. fork leading FE , at olfl logging ~operatioa site,-37 ft. E. OP W. edge of rd., 29 ft. 8. of and 2 Pt. higher than center of rd. fork, is small bare flat, is large granite imbedded boulder; standard tablet stamped "i4 E 1940 1731" 1730.871 Reference mark, 89 ft. NE. aP tablet, on embedded boulder; chiseled square 1740.12 3< DEPARTMENT OF COMMERCE :OAST AND. GEODETIC SURVEY WASHINGTON 25, L9. C. M RELY ADDRH[[ TN[ DIRECTOR COAST AID GEODETIC SURY6Y AND NOT THE sNiNeR Ow THU I.eTT[w AND R[I[R TO N0. 632 -5 January 13, 1958 Cdr. H.E. Gleason Field Engineer Jefferson County Department of Highways Port Townsend, ~Yashington Dear Sir; Receipt is acknowledged of your report on the condition of bench mark K 257 in Jefferson County, ~'Jashirxgton. Your cooperation in reporting on this mark is greatly appreciated as it is largely through reports received from engineers surveyors and other interested persons that we are able to keep the descriptions properly revised and up-to-date. Very truly yours Charles Pierce Assistant Director IN REPLY ADDRESS THE DIRECTOR U. S. COAST AND GEODETIC SURV61f AND NOT THE SIGNER OF THIS LETTER DEPARTMENT OF COMMERCE AND REFER ro No. 6 56~eib U. S. COAST AND GEODETIC SURVEY WASHINGTON 25 Nov ember 20 ~ 1953 .Mr. Harvey S. Christian Office of County Engineer Port Townsend Washington Dear -Sir : . Receipt is acknowledged of your .report (Form 685) on the destruction of bench mark N 2 57, located 2.7 miles -north along a county road from Chimacum~ Jefferson County Washington. we have a plan for relocating bench marks. that-are in the way. of road improvements. This plan is outlined on page 19 of the enclosed publication. It is success- fully followed by many highway engineering departments. It will be appreciated ifs at such time as you may have a party working in that locality you will have the disk broken out and forwarded to this Office in the enclosed sack which requires no postage. ' Your cooperation in reporting on this bench mark is greatly appreciated. ry truly your ~ ~~ Acting Director Enclosures. (2) `Y - _A l I ~ IN REPLY ADDRESS THE DIRECTOR M-1011-2 U. S. COAST AND GEODETIC SURVEY ARD NoT THE SIGNER of 7Nis LE7TER DEPARTMENT OF COMMERCE AND Rye ro Na 70 f HSR f fb U. S. COAST AND GEODETIC SURVEY WASHINGTON Memorandum: Bench Mark Data and Request for Reports. The attached list of descriptions and elevations of bench marks contains data which, by reason of your connection with engineering work, will undoubtedly be useful to you or members of your organization. In order that .these marks may be readily recoverable at any time in the future, it i s necessary that their descrip- tions be kept up to date. As it is largely through the cooperation of engineers, surveyors and other interested persons that we are able to keep our descriptions of bench marks properly revised and up to date, it is requested that, if you or members of your orgy ization have occasion to visit any of these marks at any time in the future, you report their condition and give us your suggestions as to needed changes i n the descriptions. The addressed envelopes being sent you herewith may be used for returning the attached report forms to this office and require no postage. Additional envelopes and report forms can be supplied on request as needed. Your cooperation in assisting us to keep our descriptions properly revised will be a service not o my to this Bureau and other government organizations but to any engineer or surveyor whether public or private who may have occasion to use the marks in the future. O Director _,~ ' M•>ozo-z DEPARTMENT OF COMMERCE U. S. COAST AND GEODETIC SURVEY WASHINGTON 25 ~Ir~. HarveY S. Christian Office of County ~n~ineer Courthouse Port Townsend, '~'Yashin~rton. Dear Sir: !N REPLY ADDRESS THE DIRECTOR U. 8. COAST AND 6EODETtC SURVEY AND NOT THE StONERLOF THIS LETTER AND REPER TO NO. V 5/ be m 15 November 1949. I wish to .acknowledge receipt of your report on the present condition of the bench marks listed below. J ?57 at Nord land Ferry, Jefferson County, r~ashin~ton. Your .courtesy in reporting on these marks is greatly appreciated as it is largely through the cooperation of engineers surveyors and other interested persons that we are able ~o keep the descriptions properly revised and up-to-date. Very truly yours 1 ~ T I~..~i~-a. Acting Director Benchmarks U.S. DEPARTMENT OF COMMERCE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL OCEAN SURVEY REPLACES ELEV. OF MARCH 1960 • BENCH MARK ADJUSTED ELEVATION Meters Fee SPUR LINE TO MASON COUNTY AIRPORT ormer y e on DD 255 DESTROYED T 5 (USE) 75.906 249.035 AP 1 (USE) 76.026 249.429 T 8 (USE)= TRI. STA. 84.132 276.023 AP 18 (USE) 84.139 276.046 s 5 (USE) 85.758 281.358 F 255 86.151 282.647 NAVY AUX ATR STA. 83.724 274.684 D 255 83.738 274.730 END OF THE SPUR LINE 12 (USGS)=TIDAL MARK TIDAL 6 - TIDAL 5=18.5 (USGS) TIDAL 4 A 253 H 54 (USGS) 36.2 (USGS) B 253 13 (USGS) WILLEY WILLEY RM 1 C 253 12.9 (USGS) DON DON RM 1 DON RM 2 D 253 14 (USGS) 14 USGS RESET 1968 it i*Change elevation VERTICAL CONTROL DATA by the NATIONAL GEODETIC SURVEY - SEA-LEVEL DATUM OF 7929 SHELTON TO BANGOR WASHINGTON First-order The original field work (L-11205) was done in the summer of 1944 by a party supervised by Clarence Symns, Jr. The portion of the line from Poulsbo to a point 2.2 miles north of Manchester was leveled (L-16079) in November 1956 by a party supervised by E.E. Jones. Releveling (L-20503) was done in November 1965 from north of Silverdale to Bangor by a party supervised by Clarence Syrans, Jr. The elevations for the 1944 leveling are based on the Paciflc Northwest Supplementary Adjustment of 1947; the elevations for the 1956 leveling are based on supplementary adjustment of 1959; and the 1965 elevations are based on a supplementary adJustment of 1966. For tidal bench marks included in this list, elevations with respect to local tidal datum planes are available and may be obtained by writing to: NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION, WASHINGTON SCIENCE CENTER, ROCKVILLE, MARYLAND 20852. BENCH MARK ADJUSTED ELEVATION e ers ee E 253 214.3 (USGS) 62.637 65.224 205.502 213.989 H 55 (USGS) 68.811 226.086 H 55 RM (USGS) 68.049 223.257 F 253 74.333 243.874 217.7 (USGS) 66.384 217.795 H 253 55.682 182.683 SPUR LINE TO TIDAL MARKS AT WALKERS LANDING G 253 6.531 21.427 TIDAL 3 1.190 3.904 TIDAL 2 2.624 8.609 END OF THE SPUR LINE x.786 18.983 5.588 18.333 184.8 (USGS) 56.350 184.875 5.670 18.602 H 57 (USGS) 63.047 206.847 .6.378 20.925 J 253 78.067 256.125 S R 1A,259 46.781 x 58 M (USGS) 78.966 259.074 12.966 42.539 11.099 36.414 260.2 (USGS) 79.319 260.232 10.134 33.248 x 253 79.298 260.164 10.801 35.436 L 253 66.048 216.692 5.891 19.327 H 59 RM (USGS) H 5g (USGS) 77.391 76.599 253.907 251.309 4.563 14.970 4.815 15.797 220.7 (USGS) 67.260 220.669 3.944 12.940 M 253 64.165 210.515 6.249 20.502 162.6 (USGS) 49.529 162.496 H 60 RM (USj`,S) 49:278 162.673 6.047 19.839 H 60 (USGS) 46.592 152.861 7.259 23.816 8.100 26.575 N 253 15.624 51.260 11.150 36.581 15,5 (USGS) 4.695 15.404 30.229 H 61 USC}S =TIDAL MARK 7.087 23.251 BENCH MARK ADJUSTED ELEVATION Me ers Fee TIDAL 1 8.005 26.263 TIDAL 3 3.855 12.648 TIDAL 2 8.042 26.384 ALLYN = TIDAL 5 1.418 4.652 ALLYN RM 1= TIDAL 6 1.358 4.455 ALLYN RM 2=MEANDER CORNER TIDAL 7 1.079 3 540 118.5 (USGS) 36.081 118.376 P 253 54.399 178.474 H 62 (USGS) 88.057 288.900 H 62 RM (USas) 88.238 289.494 218.3 (USGS) 66.489 218.172 @ 253 63.684 208.937 R 253 13.030 42.749 H 63 (USGS) 12.320 40.420 H 63 (iJ GS) 4 ~U ~ 11.087 8 36.375 4 SGS 52. 42.803=T2-M6 15.91 52.22 TRAVERSE 3 (USE) 13.187 43.264 T 2S3 69.448 227.847 300.4 (USGS) 91.516 300.249 A 254 103.063 338.133 338.1 (USGS) 103.001 337.929 B 254=L5-B6 (USE) 99.579 326.702 CUT (USE) 131.407 431.124 CUT RM 1 (USE) 132.509 434.740 C 254 130.200 427.164 DEAL! (USE) 143.406 470.491 DEAN RM 1 (USE). 142.686 468.129 463.3 (USGS) 141.138 46 .050 D 254 133.505 438.008 LEVELING AT KITSAP COUNTY AIRPORT B 254 133.013 436.393 FF 254 132.839 435.823 PAGE N0. 1 42 WASH. APRIL 1972 BENCH MARK ADJUSTED ELEVATION e ers ee H 71 (USGS) 133.022 436.423 PI (USE) 13#:276 440.537 PI RM (USES DESTROYEn END OF THE SPUR LINE G 254 RESET 1954 375.321 F 252 104.059 341.400 258.3 (USGS) 78.663 258.080 P 254 37.290 122.342 H 73 (USGS) 4.324 14.186 H 73 RM (USGS) 3.487 11.440 SPUR LINE TO NAVAL TRAINING STATION ON IDD P INT PEAT 1.775 5.823 PEAT RM 1.757 5.764 R 256 5.308 17.415 PORT ORCHARD 3.035 9.957 PORT ORCHARD RM 1.268 4.160 P 255 3.972 13.031 N 255 3.553 11.657 M 255 50.853 166.840 K 255 91.657 300.711 J 255 53.906 176.857 V 255 16.012 52.533 U 255 6.341 20.804 T 255 5.182 17.001 S 255 11.970 39.272 *R 255 6.100 20.013 fl 255 3.339 10.955 END OF THE SPUR LINE USCOMM-NOAA-ASHEYILLE VERTICAL CONTROL DATA U.S. DEPARTMENT OF COMMERCE by the NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL GEODETIC SURVEY NATIONAL OCEAN SURVEY S EA~LEVEL DATUM OF 1929 BENCH MARK ADJUSTED ELEVATION BENCH MARK ADJUSTED ELEVATION Meters Feet Me ers Feet Q 254 5.684 18.648 M 256 135,751 445.376 H 78 (USGS) 3.538 11.608 L 256 (USN) NOT RE COVERED 12.7 (USGS) 3.790 12.434 J 256 NOT RE COVERED R 254 6.748 22.139 F 410 Y"17.008 383 884 21.6 (USGS) 6.490 21.293 G 410 84.334 ' . 276.686 TIDAL 1 3.345 10.974 SPUR LINE TO PUGET SOUND NAVY YARD w 255 4.818 15.807 ~ 255 4.494 14.744 YY 255 5.226 17.146 Y 255 3.583 11.755 TIDAL 2 3.393 11.132 TIDAL 73 (PSNY~ 3.390 11.122 TIDAL b3 (PSNY TIDALE941~PSNY) 3 3:532 qq 11:5~f3 TIDAL 3 3.415 11.204 TIDAL 4 3.395 11.138 Z 255=TIDAL MARK 4.305 14.124 TIDAL 8 8.388 27.520 TIDAL 9 RESET 1947 64.ggo END OF THE SPUR LINE H 79 (USGS) 9.717 31.880 S 254 37.130 121.817 T 254 22.717 74.531 U 254 32.473 106.538 AMMUNITION 1.270 4.167 AMMUNITION RM 1 1.017 3.337 AMMUNIT110N RM 2 1.713 5.620 A 256 13.593 44.596 B 256 19.438 63.773 C 256 39.321 129.006 D 256 43.227 141.821 w 254 19.147 62.818 w 254 RESET 1968 64.848 TS 18.6 BM 18.12 54.952 H 82 (USGS) 10.593 34.754 X 254 10.234 33.576 H 83 (USGS) 10.888 35.722 Y 254 11.039 36.217 z 254 28.241 92.654 $ 84 (USGS) 69.032 226.482 A 255 111.863 367.004 SPUR LINE NW TO BANGOR w 256 104.352 342.362 v 256 79.394 260.478 Q 256 102.964 337.808 ;P 256 123.18Q__ 404.133 N 2S6 ,129.766 425.741 END OF THE SPUR LINE SPUR LINE TO NAVAL TORPEDO STATION AT PORT B 255=L4 - B2 (USE) 66.025 216.617 C 255 2b.498 80.374 H 86 (USGS) 6.798 22.303 E 255 13.241 43.442 3 (USN) 13.937 45.725 4 (USN) 15.573 51.og2 F 256 17.127 56.191 2 USN 10.514 34.495 1 USN 4.037 . 13.245 LONGMIRE 2 1.197 3.927 LONGMLRE 2 RM 0.013 0.043 E 256 5.475 17.963 G 256 5,.318 17.447 5 (USN) 3.810 12.500 6 (USN) 3.365 11.040 RADIO (USNTS) 15.691 51.480 END OF THE SPUR LINE TO KEYPORT LOOP THROUGH POULSBO AND WINSLOW CK TO PUGET SOUND NAVA STATI N N v 254 37.942 H 91 (USGS) 31.470 T 256 11.350 *U 2~6=L4-B1 (USE) 18.397 U 256 RESET 1962 *H 92 (USGS) 16.368 VIEW RM 1 8.592 VIEW 2 RM 2 ~vlEw 9.469 VIEW 2 *TIDAL 1 4.532 *TIDAL 2 2.116 TIDAL 3 1.214 A 351 40.515 B 351 27.752 124.481 103.248 37.238 60.357 59.271 53.701 31.470 13.475 31.066 12.413 BENCH MARK ADJUSTED ELEVATION Me ers Fee C 351 20,817 68.297 D 351 39.770 130.479 E 351 37.644 123.504 F 351 25.285 82.956 75 GWM (USGS) 25.270 82.907 G 351 57.138 187.460 H 351 27.162 88.114 J 351 31.000 101.706 P.O. 2 (USE) 33.590 110.203 TIDAL 5 1.463 4.800 TIDAL 1 1.674 5.49 TIDAL 3 A 1.565 5.135 TIDAL 1 NOT RECOVERED 85 GwM (USGS) 33.994 111.528 K 351 81.042 265.885 RODAL RM 1 106.gg1 351.020 RODAL 106.806 350.413 RODAL RM 2 106.316 348.805 84 GwM (USGS) 105.942 347.578 83 GWM (USGS) 14.Og7 46.250 L 351 54.060 177.362 M 351 65.377 214.491 N 351 42.077 138.048 82 GWM (USGS) 22.684 74.422 P 351 40.880 134.153 Q 351 82.040 269.160 R 351 27.499 90.220 TIDAL 3 5.228 17.152 TIDAL 2 5.491 18.015 KELP 5.504 18.058 KELY RM 1 6.063 19.892 8o GwM (USGS) 8.158 26.765 TIDAL 2 2.118 6.948 COTTAGE 2=TIDAL 5 2.386 7.828 COTTAGE 2 RM 5= TIDAL 12 3.474 11.398 COTTAGE 2 RM 1 (OJ,D) 3.024 9.821 COTTAGE 2 RM 2 2.860 9.383 s 351 2.489 8.166 T 351 10.229 33.560 U 351 10.147 33.291 SALLEY 2 O.g16 3.005 v 351 8.805 28.888 w 351 14.604 47.913 X 351 7.999 26.243 END OF THE LOOP 14.869 6.842 3.983 *Change elevation 132.923 91.050 PAGE N0. 2 42 wasx. APRIL 1g72 U.S. DEPARTMENT OP COMMERCE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL OCEAN SURVEY REPLACES DE5CR. OF MARCH 1960 SHELTON TO BANGOR WASHINCPYON VERTICAL CONTROL DATA by the NATIONAL GEODETIC SURVEY SEA~LEVEL DATUM OF 1929 This line follows State Highway 14 A from Shelton to the ,junction of State Highway 14 (1 .3 miles southwest of Belfair); State Highway 14 from this point to the junction of State Highway 21 (4 miles southwest of Bremerton); State Highway 21 from this point through Bremerton to a point about 4 miles north of Silverdale; and county roads from this point to Manson (about 4-1/2 miles northeast of ~ngor). Spur lines were run as follows: from Shelton along U.S. Highway 101 to Shelton Naval Auxiliary Air Station (now Mason County Airport); from the junction of State Highways 14 and. 21 about 4 miles southwest of Bremerton to South Colby and to Orchard Point; and from a point about 4 miles north of Silverdale to Keyport, also from Silverdale northwest to Bangor. A loop was run from a point about 4 miles north of Silverdale through Poulson, Port Madison, Winslow and Port Blakely back to Puget South Naval Statioh Annex on Middle Point. SPUR LINE TO MASON COUNTY AIRPORT formerly Shelton NAAS RECOVERY NOTE, BENCH MARK R Designation DD 255 scare Washington o°°a0y Mason N<a=est to«o Shelton Described in /}2 Wash. Chief of parry US45 ' Distance and direction from aea=est to«a 1.4 miles northwest Re«~ery care October 1953 enam<ter of mark Standard disk Esrablished by ~Gg srampiag DD 255 1944 also ~arizoaral coarrat polar p Prewar <aaairiaa Destroyed Derailed report: This tablet set in concrete foundation for filling stn, pumps. Thls foundation destroyed. DESCRIPTION OF BENCR MARK De6ignation T 5 (USE) state Washington connty Mason Nearest town Shelton ~ county Chief of party Distance and direction from nearest tom 2.b miles northwest Leveling date Character of mark Stamping Established by Detailed description 2.6 miles northwest along U.S. Highway 101 from the high school at Shelton, Mason Cpunty, 0.9 mile southeast of the main entrance to Mason o~~y-Airport (formerly Shelton NAAS), on the outside of a curve, at the top of a small 2-foot cut (third cut north of a 10-foot fill), ,66.2 feet southeast of the southeast guard-rail poet, in line with the west edge of the highway extended to the north, 25.7 feet northeast of the centerline of the highway, and about 1 foot under ground. A Oorps of Engineers, U. S'. Army, standard disk stamped "T 5 1942" and set in the top of a concrete post. DESCRIPTION OF BENCB MARK PAGE NO. 42 WASH. APRIL 1972 Deaignat ion AP 1 1USE) state Washington county Mason xearest town Shelton ~ county chief of Da:ty Distance and direction from nearest tom 2.5 miles northwest Levering date Character of mark 6tamDing Established by Detailed description 2.6 miles northwest along U. S. Highway 101 from the high school at Shelton, Mason County, 0.9 mile southeast of the main entrance to Mason County Airport (formerly Shelton NAAS), in 11ne with the south and east boundary fences, 5.7 feet south of a fence post, 5.3 feet east of another fence post, 3.5 feet southeast of a fence, 30.j feet southwest of the centerline of the highway, about 3 feet lower than the highway, and about b inches underground. A corps of Engineers, U. S. Army, standard disk stamped "AP-1 .JUNE 1943" and set in the top of a concrete post. DESCRIPTION OR BENCB MARK Designation T 8 (USE)=Tri. sta. state Washington eoupts M&son Nearest tovn Shelton county. chief of party Distance and direction from nearest tom 3 miles northwest Leveling date Character of mark Stamping Established by Detailed description 3.0 miles northwest along U. S. Highway 101 from the high school at Shelton, Mason County, at the ,junction of an abandoned road leading west,~G.Tj feet southwest of the centerline of the highway, 24.6 feet south of the centerline of the aide road, 18 feet west-northwest of pole 648, and 2 feet northwest of a white wooden witness post. A Corps of Engineers, U. S. Army, standard triangulation-station disk, stamped "T 8 191}2" and set in the top of a concrete poet flush with the ground. DESCRIPTION OF BEIVCB MARK Designation 1~P 18 (USE) state Washington county Mason Nearest tom Shelton County Chief of party Distance and dl rection from nearest tam 3 miles northwest 4eveline date Character oY mark 6temDisg Established by Detailed description 3.0 miles northwest along U. S. Highway 101 from the high school at Shelton, Mason County, 0.4 mile southeast of the main entrance to Mason County Airport (formerly Shelton NAAS), 31.7 feet north of telephone pole b49, 29.b feet southwest of the centerline of the highway, at an offset in the Pence around the air station, and 1.4 feet east of a fence post. A Corps of Engineers, U. S. Army, standard disk, stamped "AP-18 JUNE 1943" and set in the top of a concrete post flush with the ground. VERTICAL CONTROL DATA PAGE No, U.S. DEPARTMENT OF COMMERCE by the 42 WASH. NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL GEODETIC SURVEY NATIONAL OCEAN SURVEY SEA-IEVEI DATUM OF 1929 APRIL 1972 DESCRIPTION OF BENCB MARK DESCRIPTION OF BENCB MARK Designation S 5 (USE) state Washington cnunty Mason Designation D 255 .state Washington county Mason Neereat tnm Shelton county Chief oY Deity Neereat tom Shelton CODnty Chief of De rty Distance and direction from nearest tom 3,3 m11e9 northwest Leveling date Distance and direction from nearest tom 3•>r miles northwest Stamping date Character oY mark Stamping Character of mark Established by Established by Detailed description Detailed deacriDtion 3.3 miles northwest along II. S. Highway 101 from the high school at Shelton, Mason County, 0.2 mile southeast of the main entrance to Mason~ounty Airport (formerly Shelton NAAS), at a road intersection, 28 feet south of the closed road leading west, 24 feet southwest of the centerline of the highway, 8.9 feet southeast of telephone pole 656 R/2, 5 feet northeast of a fence, and l.s feet northwest of s white wooden witness post. A Cords of Engineers, U. S. Army, standard disk, stamped EL 281.064. S ~' 1937' end set in the top of a concrete post projecting 0.1; foot above ground. 3.5'milea northwest along U. S. Highway 101 from the high school at Shelton, Mason County, at Mason County A port (formerly Shelton NAAS), 0.2~outh of the main entrance, at the~angar, 21}.9 feet northeast and 3.9 feet northwest of the west corner of the building, and in the top of the southwest corner of the concrete base of the northwest doors. A standard disk stamped "D 255 1944"• END OF THE SPUR LINE DESCRIPTION OF BENCB MARK Designation F 255 state Washington coanty Mason Neereat tom Shelton county Chief oP party Distance snd direction from nearest tom 3.5 miles northwest Leveling date Character of mark 6tamDing Established 6y Detailed deacriDtion 3.5 miles northwest along U. S. Highway 101 from the high school at Shelton; Mason County, at the main entrance to Mason County Airport (forme~y Shelton NAAS), 91.2 feet southwest of the centerline of the highway, 33.6 feet northwest of the centerline of the road leading into the airport, 23.2 feet north of the northwest gatepost, 0.8 foot west of a fence, and 1.8 feet south of a white wooden witness post. A standard disk, stamped "F 255 194lF" and set in the top of a concrete post projecting 0.6 foot above ground. DEPAETMENT OF COMMERCE D. fi. Coea~~a~soanA m 8vavsr RECOVERY NOTE, BENCH MARK Designation 12 (USGS) . Tidal asrk State WaehinFton County Meson N serest town Shelton Cou nty._ Mason September 1952 Distance and direction from nearest town Sn Shelton Character of mark braes disk txo inohee in diameter Stamping USGS 12 Established by USGS Present condition good Detailed report Mark is in northeast sorest of intersection of streets where highway Mali leads east and Highway 101 leads west. it is 4.5 feet east o£ seat curb o£ First Street and 10.7 feet north of north oath of 'ins Street. Mark is sat in top o£ a six iaoh diameter, aonarete post flush with ground'surface. DESCRIPTION OF BENCB MARK Desigaet ion NAVY AUA AIR STA state Washington connty Mason Neereat tom Shelton County Chief of party Distance antl direction from nearest tom 3.5 miles northwest Leveling date Character of mark 6tamDing 6atablished by Detailed deacriDtion 3.5 miles northwest along U. S. Highway 101 from the high. school at Shelton, Mason County, at Mason County Airport (formerly Shelton NAAS), 0.2~m 'fie south of the main entrance, at the hangar, 41 feet southwest oP a point 4 feet southeast of the east corner, end in the top of the northeast corner of the concrete base of the southeast doors. A standard disk atemped'R7AVY AUX AIR STA 1941}° DEPAETMENT OF OaMMERCE ~ T v. s. oo..r~~°ea~as ~~ avar~r RECOVERY NOTE, BENCH MARK iK` Designation Benoh Mark fi State Wash. County Maeoa Nearest town Shelton County Maeoa Sep,~trmber 1952 Distance and direction from nearest town is Shelton Character of mark std. geodetic bench mark Stamping "6 1934" Established by -- Present condition good Detailed report Mark is at the intersection of First and Pine Streets whereHighway 14A leads to northeast and Highway 101 leads weet. Tt is 114.4 faet~east of east oath of First Street, 10 feet south of south aurb of Pine Street, in~north wall of Servioe Dapt. and Filling Station of the Nash Agenoy. It is eat vertioelly one foot above the sidewalk and 2 meters east of west oorner. Recovered in good condition in May 1955. The Dark is B4 feet west of the northeast cornea of a bui7.ding, 65 feet east. of the north-Dud-south street, arxl 29 feet south of the oast-and-treat' stl•eet. • VERTICAL CONTROL DATA U.S. DEPARTMENT OF COMMERCE by the NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL GEODETIC SURVEY NATIONAL OCEAN SURVEY SEA~LEVEL DATUM OF 1929 DEPARTMENT OF COMMERCE U. 9. Coeex sx0 OsoOextc 6VRVEY Perm assn RECOVERY NOTE, BENCH MARK Designation. Tidal 5=]-~'~.5 ('J"~GB~ State Wash.. County Mason Nearesttown Shelton County Mason SeptenDer 1952 Distance and direction from nearest town 3/!+~ mile east of First St. in Shelton Character of mark brass plug and washer Stamping USGS 73M Established by USGS Present condition good Detailed report Mark is oa north aide of Shelton Harbor 3/4 mile along highway 711/E east of First Street, at the Standard Oil Co. storage lot. It is on retaining wall svrrounding 5 large and 2 small storage tanks, approx. 100 feet went of inshore end of City Dock, 15 feet • northwest of centerline of highway, 8.2 feet southwest of southwest edge of concrete steps, 32.1 Peet northsast of a outhweet corner o£ wall. S9.~rched for 7nat nni r,~~verad Sn 'fcy 1958. DEPARTMENT OF COMMERCE v. 6. eoeeT .NG DeoOCnc 6uRYeT R Pbrm 6eGe RECOVERY NOTE, BENCH MARK Designation No. Lp (193LF)= TJB aI. State Waehing~ton ;County Mason Nearesttown Shelton County Mss on September 195? Distance and direction from nearest town Sn Shelton ~ i Character of mark std. geodetic bench mark Stamping "L4 1934" Established by -_ Present condition good Detailed report Mark is oa north side of Shelton Harbor ;~1y mile east of First Street approx., 100 feet west of inshore end of City Dook, set is top of concrete retaining wall surrounding lot with 5 large and two small storage tanks. (Tanks are property of Standard O11 Oo. of Calif.). It is on north side o£ highway opposite Standard 011 CompaT{y office, npprox.i 6 feet west of east corner. Pecovered in good condition in May 1958. The mark :is 158 feet northeast of thn west corner of a buildinc:, 9xRl 15 feet north-norrthwest of the centerline of the highway. oRN 693A U.3. DEPARTMENT OF COAMERCE (I-B-$8) COAT ANO GE00[T10 SURVEY RECOVERY NOTE, BENCH MARK R Designation A 253 State Washington County Mason NearesttownShelton County Chief of Party Distance and direction from nearest town 1.4. mile9 northeast Recovery Date Character of mark Stamping Established by Present condition Recovered as described Detailed report 1.!} miles northeast along State Highway 1!} A Prom the post office at Shelton, Mason County, at the Shell Oil Co, bulk-storage plant, 8.4 feet southeast of the southeast well of the loading platform, in the top of the east corner of the concrete driveway, 16.2 feet northwest of the centerline of the highway, and 16 feet south-southwest of the south corner of the garage. A standard disk, stamped "A 253 191x1{". oRN 393A U.3. DEPARTMENT OF COMMERCE II-9-581 COART ANO GEODETIC SURVEY' RECOVERY NOTE, BENCH MARK APRIL 1972 PAGE N0, 8 42 WASH. Designation H 54 (USGS) State Washington County Mason Nearest town Shelton County Chief of Party Distance and direction from nearest town 2.1-1- miles northeast Recovery Date Niay 1953 Character of mark Stamping Established by Present condition Detailed report Recovered as described; the witness post is missing. The concrete post is leaning 30 degrees to the southwest. It is 2.4 miles north- east along State Highway l4, A from the poet office at Shelton, Mason County, at the ,junction of a private road leading south,~2 feet south- east of the centerline of the highway, 15 feet northeast of the center- line of the road, 35 feet southwest of telephone pole No. 64, and 1.7 feet southwest of a white wooden witness post. A IInited States Geological Survey standard disk, stamped "1}2 H 514 19I}1" and set in the top of a concrete post projecting 0.3 foot above ground. DESCRIPTION OF BENCD MARK Designation 36.2 (USGS) state Washington county Mason Nearest town Shelton CouDty Chief of party Distance and direction from nearest tom 3•(4 miles northeast Leveling date Character of mark 6tamping Established by Detailed description 3.4 miles northeast along State Highway 11} A from the post office at Shelton, Niason County, on the outside of a curve from southwest to north, ,29.5 feet southwest of pole 91, 6.1~ feet northeast of the first pole southwest of telephone pole 91, 2f~.!} feet southeast of the centerline of the highway, in the west base of a large pine tree, below a triangular blaze, and level with the ground. A railroad spike. RN 3e3A U.S. DEPARTMENT OF COMMERCE (1-8.59) CORET ANO G[OOETIC 4URVEY RECOVERY NOTE, BENCH MARK Designation B 253 Nearest town Shelton Distance and direction iron Character of mark Established by Present condition Detailed report State Washington County Mason County Chief of Party I nearest town 3.7 miles northeasT Recovery Date May 1958 Stamping Recovered as described except the witness post is 3,2 feet away and the mark is 0.2 foot below the surface of the ground. 3.7 miles northeast along State Highway 11} A from the post office at Shelton, Mason County, on the outside of a curve, 89.7 feet north of tTie north corner of a garage, 21.5 feet north-northeast of the centerline of the highway, 12 feet north of telephone pole 98, and 3 feet north of a white wooden witness post. A standard disk, stamped 10 B 2$3 194LF" and set in the top of a concrete post projecting 0.4 foot above ground. R VERTfCAL CONTROL DATA U.S. DEPARTMENT OF COMMERCE by the NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL GEODETIC SURVEY NATIONAL OCEAN SURVEY SEA~LEVEL DATUM OF 1929 co RN de3A U.S. DEPARTMENT OF CDMMERCE (l•8. 5B) COAST RND OEOD[TIC lURVEY RECOVERY NOTE, BENCH MARK R Designation 13 (USGS) State Washington County Mason Nearest town Shelton County Chief of Party Distance and direction from nearest town 4.1 miles northeast Recovery Date May 1958 Character of mark Brass disk in a concrete post Stamping USGS 13 Established by U. • S. Geological Survey Present condition Good Detailed report Revised description: 4.1 miles northeast along State Highway 14 A from the post office at Shelton, Mason County, 147 feet northeast of the north end of the east rai sng of abridge over Johns Creek, at the entrance to the Bayshore Golf Course, 35 feet southeast of the centerline of the highway, 8.6 feet northwest of the center of a tree, and at the center of a small grass island. The mark is also 185 feet northeast of the centerline of the bridge, and 176 feet west of the edge of the grass at the point of tree growth. DESCRIPTION OF BENCR MARK Deslgnat ion WILLEY state Washington eonnty Mason Nearest tovn Shelton County Chief of Da rty Distance and direction from nearest tom 4,7 miles northeast Leveling date Character of mark Stamping Established by Detailed description 4.7 miles northeast along State Righway 14 A from the post office at Shelton, Masori County, at the junction of the Mason Lake road, 76.9 feet northwest of the centerline of the highway, 49 feet northeast of the centerline of the road, on a slope, 13 feet northwest of the last apple tree at the south corner of an orchard, 4.5 feet northeast of a white wooden witness post, and about 1 Foot underground. A standard triangulation-station disk, stamped "WILLIE 1936" and set in the top of a concrete post. DESCRIPTION OF BENCR MARK Designation R.M. 1 WILLEY state Washington county Mason nearest tom Shelton counts chief of party Distance sad direction from nearest tom 4.7 miles northeast Leveling date Character of mark Stamping Established by Detailed description 4.7 miles northeast along State Highway 14 A from the post office at Shelton,feet northeast of~theecenterlinesof therNasonlLakenroadti28 WILLEY, feet northwest of the centerline of the highway, and at the southeast fence line. A standard reference-mark disk, stamped "1 1936" and set in the top of a concrete post flush with the ground. PAGE ND. 4 42 WASH. APRIL 1972 co RN 6a5A U.S. DEPARTMENT OF COMMERCE (I. g. Sg) CDAST ANO GEODETIC SURVEY RECOVERY NOTE, BENCH MARK R Designation C 253 State Washington County Mason Nearest town Shelton County Chief of Party Distance and direction from nearest town 5 •< miles northeast Recovery Date May 1958 Character of mark Stamping Established by Present condition Detailed report Recovered as described. The witness post is missing. 5.2 miles northeast along StaSe Highway 14 A from the post office • at Shelton, Mason County, at the junction of a private road leading northwest, 28.6 feet northwest of the centerline of the highway, 23.7 feet northeast of the centerline of the road, 52.6 feet northwest of tele- phone pole 138, at the fence line, and 1.8 feet northeast of a white wooden witness post. A standard disk, stamped "C 253 1944" and set in the top of a concrete post flush with the ground. DESCRIPTION OF BENCR MARK Designation 12.9 (USGS) state Washington connts . Mason nearest tom Shelton counts Chief of party Distance and direction Yrom nearest tom 'S.3 miles northeast Leveling date Character of mark 6tamping EatabLished by Detailed description 5.3 miles northeast along State Highway 14 A from the post office at Shelton, Mason County, opposite Oakland Bay School, 79 feet south of the south corner of the building, 38 feet northeast of telephone pole 142 R-3, 17.5 feet southeast of the centerline of the 211ghway, at a large fir tree with a triangular blaze on the northeast side, and in a root on the north side of the tree. A United States Geological Survey standard copper nail and washer. DESCRIPTION OF BENCD MARK • Designation DON state Washington conntis Mason nearest tomn Shelton cots chief of party Distance ana ai rection from nearest tom 5,5 miles nor. theast Leveling date stamping Character of mark Established by Detailed description 5.5 miles northeast along State Highway 14 A from the post office at Shelton, Mason County, 0.2 mile northeast of Oakland Bay School, at a grassq point oh the outside of a curve, 125 feet southeast of the new highway, 38 feet east of the centerline of the old highway, 39 feet northwest of the northwest edge of a bank, and 1.5 feet southeast of a white wooden witness post. .A standard triangulation-station disk, stamped "DON' 1936" and set in the top of a concrete post projecting 0.4 foot above ground. VERTICAL CONTROL DATA U.S. DEPARTMENT OF COMMERCE by the NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL GEODETIC SURVEY NATIONAL OCEAN SURVEY SEA~LEVEL DATVM OF 1929 DESCRIPTION OF BENCB MARK Designation R.M. 1 DON state Washington coanty Mason Nearest torn Shelton Couaty Chief of party Distance aaa direction from nearest tows 5,5 miles northeast Leveling data Character of mark Stamping Established by Detailed descript ioa 5.5 miles northeast along State Highway 1!} A From the post office at Shelton, Mason County, 63.7 feet northeast of triangulation station DON, beet east of the centerline of the old highway, at the southwest . edge of a group of fir trees, and 2.5 feet southeast of a white wooden witness post. A standard reference-mark disk stamped "1 1935" and set in the top of a concrete post flush. with the ground. DESCRIPTION OF BENCD MARK Designation R.M. 2 DON stateWashington county Mason Nearest torn Shal ton County Chief of party Distance and direction from nearest tom 5.5 miles nor the8st Leveling date Character of mark Stamping Established by Detailed description 5.5 miles northeast along State Highway l!} A from the post office at Shelton, Mason County, 78,7 feet northwest of triangulation station DON, between the new and old highways, in a small apple orchard, 30 feet northwest of the centerline of the old highway, and 1,8 feet south- west of a white wooden witness post. A standard reference-mark disk, stamped "2 1935" and set in the top of a concrete poet flush with the ground. DESCRIPTION OF BENCB MARK PAGE N0, 42 WASH. APRIL 1g72 Desigaation 14 (USGS) state Washington county Mason Nearest Lorn Shelton Couaty Chfef of party Distance aaa dSrect ion from aearest tows 6.5 miles northeast Leve lin6 sate Character of mark 6tamping Established by Detailed descript ioa 6.$ miles northeast along State Highway 11} A from the post office at Shelton, Mason County, at the Y-~unetion of s paved road leading east- tike Spencer, 29.5 feet north of the centerline of the Lake Spencer road, 24.5 feet southeast of the centerline of the highway, 3.5 feet east of telephone pole B 175 and 1.7 feet northeast of a white wooden witness post. A brass disk stamped !'USGS 14" and set in the top of a concrete post projecting 0,4. foot above ground. 1968 Report: It is in the way of road construction and will very likley be destroyed in the very near future. A new mark 11+ USGS RSET was established about 75 yards to the west. Old mark was left in place. DESCRIPTION OF BENCB MARK Designation 14 USGS RESET 1968 state Washington county Mason Nearest town Shelton, coaaty Mason chief of party N, E. T. Distance and direction from nearest town 6,5 ~{, NE. Leveling date ~ 1968 character of mark Standard Diak stamp]ng 14 USGS RESET Established by U. $. G. 8c G. S. Detailed desc rip tlon 6.1 miles northeast along State Highway 3 from the intersection of State Highway 3 and U.S. Highway 101 in Shelton, (which is at the intersection of First and Pina Streets, and State Highway 3 goes east on Pine St.), to the bridge over Dear Creek and the mark on the left, set in the top of the north guardrail on the concrete bridge. Mark is 3.4 feet above the road surface and 2.2 feet west of the east end of the guardrail. Fo aB SSA U.S. DEPARTMENT OF COIMERCE COST AMm 6E°aFTlt SU wVEY • RECOVERY NOTE, BENCH MARK R CO Designation D 253 State Washington RE VERY NOTE, BENCH MARK Count N Barest town Shelton County Chief of Party~oa Distance and direction from nearest town 6 3 il Deaigaadoa E 253 sra~e Washington coaaty Mason . m es northeast Recovery Date Character of mark May 1958 Nearest rota Shelton Described iv line 42 Chief of party N. E. T. ~ Established by Stamping Di3raaae sad air«aoa frog aeare3r toss 7.4 mi. NE. R«o~ery dare 1968 Present condition Good Characcer of ma,k $tandafd Diek Established b 53 944 rUSCB~S stamplag E 2 1 Detailed report nl3o cod:aural control Poona O Pre:ear eoad[doa Good Derailed ~eporz: Recovered as Described. 6.3 miles northeast along State Highway 14 A from the post offi t Sh l 7.0 miles northeast along State Highway 3 from the intersection of ce a e ton, Mason County, at the T-function of a road leading north 25 feet t State Highway 3 and U. S. Highway 101 in Shelton, (which is at the , eas of the centerline of the road, 27 feet north-northwest of the centerline of th h h intersection of First and Pine Streets and State Highway 3 goes east e ig way, 6.5 feet east of a power pole, 2.2 feet east of a white wooden witness post d on Pine St.), 0.95 mile northeast of the bridge over Deer Creek and Bench Mark La USGS RESET 30 f t , an 1.9 feet higher than the highway. A standard disk stamped "D 253 1941}" and t i th , ee northeast of the center of afield road which goes southeast about 20 yards and curves ri ht 24 feet th 1 se n e top of a concrete post flush with the ground. g , sou esa~ of the center of the highway, 24 feet northwest of an 18-inch fir tree on a small mound, 5 feet northeast of a telephone pole and 2 feet higher than the highway. A metal witneae post was set 1 foot southeast of the mark. Mark 1a a standard disk set in a 6-inch square concrete post which pro~ecta 2 inchee. R U.S. DEPARTMENT OF COMMERCE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL OCEAN SURVEY DESCRIPTION OF BENCB MARK VERTICAL CONTROL DATA by the NATIONAL GEODETIC SURVEY SEA~LEVEL DATUM OF 3929 Designation 21)} 3 (USGS ) state Washington county Mason Reareat town Shelton Count Chief of party Distance and airection from nearest town 7•b miles northeast Leveling date Character of mark StamDSng Established by Detailed description 7.6 miles northeast along State'Hi.Phway 14 A from the post office at Shelton, Mason County, at the junction of a road leading northwest, 7~ feet northeast of the centerline of the side road, 20.2 feet noa~thwest of the centerline of the highway, at a 36-inch fir tree with a triangular blaze on the southeast side, and in a root on the east side of the tree. A United States Geological purvey standard copper na7.l and washer. DESCRIPTION OF BENCR MARK Designation H 55 (USGS) state Irlashington county Mason Reareat town Shelton County Chief of party Distance and direction from nearest tom 9,2 miles northeast Leveling date Character of mark BtamDing Established by Detailed description 8.2 miles northeast along State Highway 1!}A from the post office at Shelton, Mason County, at the Y-function of a xroad leading east t~tstene Island ferry, 133.9 feet north of the centerline of the road, 2R feet northwest of the center- line of the highway, 130.6 feet west of a large fir tree pith a triangular blaze, and 1.4 feet southwest.of a white wooden witness post. A United States Geological Survey standard disk, stamped '"226 x55 1941" and set in the top of a concrete post pro3ecting 0.2 foot above ground. DESCRIPTION OF BENCR MARK Designst ion R.M. H 55 (U$GS) state Washington Lbunty Mason nearest tows Shelton County Chief of party Distance and direction from nearest town ~,2 miles northeast Leveling data Character of mark StampSng Batabliahed by Detailed description R,2 miles northeast along State HiErhway 14 A from the post office at Shelton, Mason County, at the Y-Junction of a road leadinP east tom tstene Island ferry, 44 feet north of the centerline of the road, 42.4 feet southeast of the center- line of the highway, 24.5 feet east of telephone pole B 220 R~39, at a large fir tree with a triangular bls~e on the northwest side, and in the southwest base of the tree. A United States Geological Survey standard copper nail and washer. DESCRIPTION OF BENCB MARK PAGE N0, 42 WASH. APRIL 1972 Designation F 253 state Washington county Mason Nearest town Shelton County Chief of pasty Distance and direction from nearest tom 8.6 miles northeast Leveling date Character of mark 6tamping Bstabllshea by Detniiea aeacriptiop R.6 miles northeast along State Highway 14 A from the post office at Shelton, Mason County, at the ,junetSon of a di.m side road leading north into the woods, 24 feet north of the centerline of the hi~•hwav, 17 feet east of the centerline of the road, 29.6 feet east of the east one of three large pine trees, and 2.2. feet east of a white wooden witness post. A standard disk, stamped ^F 253 19$4" and set in the top of a concrete post projecting 0.4 foot above ground. DESCRIPTION OF BENCB MARK Designation 217.7 (USG$) state InTashington county Mason Reareat town Shelton county chief of Dnrty Distance nod direction from nearest town 9.9 miles northeast Leveling date • Character of mark 6tamDing Established by Detailed description R,q miles northeast along State Highway 14 A from the post office at Shelton,•Mason Countq, at the function of a side road leading north, 34.3 feet northwest of the centerline of the highway, 13.4 feet u.est o£ the centerline of the road, $7.2 feet north of telephone pole 236, at a pine tree with a triangular blaze on the southeast side, and in a root on the northeast side of the tree. A United States Geological Survey standard copper nail and washer. DESCRIPTION OF BENCB MARK Designation H 253 state Washington county Mason Reareat town Al lqn county Chief of Da rty Distance and airection from nearest tom 9.2 miles 90Uthwest Leveling date Character of mark Stamping Established by Detail ed deacriDt ion 9.2 miles southwest along State Highway 14A from the post office at A114n, Mason County, at the ,junction of a road leading east to Walkers Landing, 34 feet southeast of the centerline of the highway, 19 feet north of the center- line of the road, 35 feet south of a pine tree with a trian- gular blaze on the west side, 13.6 feet northeast of telephone pole 266, and 2.2 feet from a white wooden witness post. A standard disk, stamped "H ?53 1944^ and set in the top of a concrete post pro3ecting about 0.)} foot above ground. :~ • VERTICAL CONTROL DATA U.S. DEPARTMENT OF COMMERCE by the NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL GEODETIC SURVEY ° NATIONAL OCEAN SURVEY SEA~LEVEL DATUM OF 1929 SPUR LINE TO TIDAL MARKS AT WALKERS LANDING DESCRIPTION OF BENCR MARK Designation G 253 state Washington county Mason Nearest town Allyn Couuty Chief of party Distance and direction from nearest town 10.3 miles southwest Leveling date Character of mark Stamping eatamianea by Detailed de BCriDtlon q,2 miles southwest along State Hifzhway 1!4 A from the post office at Allyri, Mason County, thence 1.1 miles east along a road; at ':•!alkers Lan din , on the top of a hill over- . looking Pickering assage, 7 feet southeast of the southeast corner of the Krabbenhoft house, 66,7 feet east of the east gate- post, 0.8 foot south of a wire fence, and 1.7 feet east of a white wooden witness post. A standard disk, stamped "G 253 1944" and set in the ton of a concrete post protecting 0.6 foot above around. ro aN 6B5A U.s. DEPARTMENT OF CDMMERCE (1.8-5s) tOABT ANO OEOOETIC 30 AYEY RECOVERY NOTE, BENCH MARK Designation Tidal 3 StateWashinpton County. Mason Nearest town Allyn County Chief of Party Distance and direction from nearest town 10.3 miles Southwest Recovery Date August 1944 Character of mark Stamping Established by Present condition Detailed report 9,2 miles southwest along State Highway 14 .A from the post office at A11yn, Mason County, thence 1.1 miles east along a road; at Walkers Landing, on the west shore of Pickering Passage, 214 feet southeast along the shore from the Krabbenhoft house, 59 feet east of the vertical bank of the shore, and in the top of the only large boulder on the shore. A standard disk, stamped "NO 3 1936", own 6B5A U.S. DEPARTMENT OF CDMMERCE • II s sal RECOVERY ANOTE, BENCH MARK Designation Tidal 2 State Washington County Mason Nearest town Allyn County Chief of Party Distance and direction from nearest town 10.3 miles Southwest Recovery Date July 1949 Character of mark Stamping Established by Present condition Detailed report 9.2 miles southwest along State Highway 14 A from the post office at Allyri, Mason County, thence 1.1 miles east along a road; at P.'alkers Landing, about 722 feet south and west along the northwest shore of Pickering Passage from the Krabbenhoft house, 248 feet east of an abandoned logging shack, at the south edge of the woods, and near the high-water line. A standard disk, stamped "No 2 1939" and set in the top of a concrete post flush with the ground. The mark is Just north of Hal Grantrs new log bulkhead. END OF THE SPUR LINE DESCRIPTION OF BENCB MARK PAGE N0. 7 42 WASH, APRIL 1972 Designation 184.9 (USGS) state lashington county Mason Nearest town Allyn County Chief of party Distance and direction from nearest town 9,2 miles 90uthwest Leveling date character of mark stamping Established by Detailed description 9,2 miles southwest alone Stage Highway 14 A from the post office at Al1Yn, Mason County, at the Junction of a road leading east to a kers Landing, 53.5 feet north of the centerline of the road, 29 feet southeast of the centerline of the highway, 45.6 feet northeast of telephone pole 266, at the west side of a leaning 24-inch fir tree, and in the root below a triangular blaze. A United State Geological Survey standard copper nail and hasher. DESCRIPTION OF BENCR MARK Desienat ion A 57 (USGS) state Washington county Mason NeareBt town Allyn County Chief oY Da rty R Distance and direction from nearest town 9.6 miles Southwest Leveling date Character of mark 6tamDing Established by Detailed description ~~,(~ miles southwest along State Highway 14 A from the post off i.ce at A11yn, Mason County, at the function of a road leading east to Sunpoint, 22 feet north of the centerline of the road, 22 feet southeast of the centerline of the highway, and 1.4 feet southwest of a white wooden witness post. A IInited States Geological Survey standard disk, stamped "207 H 57 1941" and net in the top of a concrete post protecting 0.2 foot above ground. DESCRIPTION OF BENCR MARK Designst ion J 253 state Yashington county Mason Nearest town Allyn County Chief of party R Distance and direction from nearest town 7,5 m11e3 sOUthWe9t Leveling date Character of mark Stamping Estahllehed by Detailed description 7,5 miles southwest along State Highway 14 A from the post office at A1~3 n_, Mason County, on the southwest slope of a slight grade, 23.L1. feet southeast of the centerline of the highway, 21 feet northeast of telephone pole 316 R-1, and 2.2 feet southwest of a white wooden witness post. A standard disk, s*amped "J 253 194lf" and set in the top of a concrete post protecting: 0.4 foot above ground. U.S. DEPARTMENT OF COMMERCE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL OCEAN SURVEY DESCRIPTION OF BENCB MARK VERTICAL CONTROL DATA by the NATIONAL GEODETIC SURVEY S EA~LEVEL DATUM OF 1929 DesignationH 5n (USGS) state LJasY,ington county Mason Nearest tom Allyn Counts Chief oY parts Distance and di reetion from nearest tom 6.8 miles 90uth4deSt Leveling Gate Character of mark Stamping Established by Detailed description 6.5 miles southwest along State Highway lf{ A from the post office at Allvn, Mason County, at the junction of a paved road leading eest to Grapeview, 4.4 feet north of a Grapeview signpost, 57.6 feet north of telephone pole 33A RS 13, 20.7 feet northwest of the.centarline of the highway, and 1.5 feet southwest of a white wooden witness post. A United States Geological Survey standard disk, stamped "255 H 5~ 19!}1" and set in the top of a concrete post projecting 0.2 foot above ground. DESCRIPTION OF BENCR MARK Designation R.M. H 55 (USGS) state Y?ashington county Mason Nearest tom Allyn County Chief of party Distance and direction from nearest tom 6.8 miles 90UthWe'St beveling tlate Character oP mark 6tamDing Established by Detailed description 6.° miles southwest along State Highway 1!{ A from the post office at A11yn, Mason County, at the junction of a paved road leading eas'1-to Grapeview, about 200 feet northeast of bench mark H 55 (L'.S.G.5), 31.5 feet northwest of the centerline of the highway, at a 10-inch fir tree with s triangular blaze on the southeast side, and in the base of the tree. A railroad spike. DESCRIPTION OF BENCB MARK Deslenat ion 260.2 (USGS ) state Washington county Mason Nearest tows Allyn coanty Chief of party Distance sad direction from nearest tom 5.7 miles Southwest Leveling date Character of mark 6temping Eatabliahed b9 Detailed descriptiom 5.7 miles southwest along State Highway lf} A from the post, office at Allyn, Mason County, near the northeast end of a curve from west to northeast, 25.6 feet northwest of the centerline of Y.he highway, at a 6-inch fir tree, and in the root on the southeest side below a triangular blaze. A United States Geological Survey s*andard copper nail and washer. DESCRIPTION OF BENCD MARK PAGE N0, 42 WASH. APRIL 1972 Designation K 253 state '-7ashington county Mason Nearest town Allyn County Ch1eY of pa rt9 Distance and direct ins from nearest town 5.7 miles southwest Leveling date Character of mark Stamping Established by Detailed description 5,7 miles southwest, along State Highway 1!} A from the post office at A11~, Mason County, near the northeast ' end of a curve from west to northeast, 39.2 feet northeast of an 5-inch triangular-blazed fi4~ tree, 26.4 feet northwest of the centerline of the highway, and 2 feet northeast of a white wooden witness post. A standard disk, stamped "K 253 194~t" and set in the top of a concrete post projecting 0.3 foot above ground. DESCRIPTION OF BENCB MARK Designation L 253 state Washington coanty Mason Nearest tom A].lyn county chief of party Distance ana airection from nearest tom 4.7 miles southwest l.eyeline sate Character of mark 6tamping Established 69 Detailed description 1{•7 miles southwest along State Highway 14 A frog the post office at Allyn, Mason County, on the northwest slope of a hill, at the junction of a private roed leading north, 43.3 feet north of the centerline of the highway, 13 feet east of the centerline of the road, and 2.2 fe0t west of a white wooden witness post. A standard disk, stamped "L 253 1944" and set in the top of a concrete post projecting 0.6 foot above ground. DESCRIPTION OF BENCR MARK Designation R.M. H 59 (USGS) state Washington county Mason Nearest town Allyn connty cheer of party Diatmce and direction from nearest tom 4.5 miles southwest Leveling sate Character of mark stamping Established by Detailed description 4.5 miles southwest along State Highway 1L; A from the post office at All n, Mason County, 105 feet southwest of a bench mark H 54 (SJSGS , 25 feet southeast of the centerline of the highway, at a 12-inch fir tree, in the northwest root below a triangular blaze,and about 1 foot above the level of the highway A United States Geological Survey standard copper nail and washer. • VERTICAL CONTROL DATA U.S. DEPARTMENT OF COMMERCE by the NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL GEODETIC SURVEY NATIONAL OCEAN SURVEY SEA-LEVEL DATUM OF 1929 DESCRIPTION OF BENCB MARK Designation H 59 (USGS) state Washington county Mason Nearest town Allyn County Ch1eY oY party Distance and direction from nearest tom 4.5 miles southwest Leveling date Character oY mark Stamping Established by Detail ea aescription 4.5 miles southwest along, State Highway 14 A from the post office at A1_ 1~, Mason County, near the su:mnit of a hill, 24.5 feet northeast of a triangular-blazed pine tree, 24 feet southeast of the centerline of the highway, and 1.4 feet southwest of a white wooden witness post. A United States Geological Survey standard disk, stamped "251 H 59 1941" and set in the top of a concrete post protecting 0.2 foot above ground. DESCRIPTION OF BENCR MARK Designation 22n.7 (LTSGS) state Washington county Mason Nearest tom Allyri County Chief of party Distance and direction from nearest tom 3.5 miles SOUthWOat Leveling date Character of mark Stamping Establi eked by Detailed description 3,5 miles southwest along, State Highway ]1y A from the post office at Allyn, Mason County, near the northeast end of a clearing, A4 feet northwest of the centerline of the highway, at an 18-inch pine tree with e triangular blaze on the southeast side, and in the north base of the tree. A railroz.d spike. DESCRIPTION OF BENCB MARK Designation M 253 state l+tashin gton coaaty Mason Nearest tom Allyn county chief of party Distance sea dl rection from aearest tom 3.4 miles southwest Leveling date Character oY mark 6tamping Established by Detailed descriptlon 3.4 miles southwest along State Highway 14 A from the post office at A71yn, Mason County, at the function oP • a road leading east into the woods, 25.6 feet southeast of the centerline of the highway, 10 feet south of the centerline of the road, and 2.2 feet west of a white wooden witness post. A standard disk, stamped "M 253 1944" and set in the top of a concrete post. DESCRIPTION OF BENCB MARK Designatlon 162.6 (USGS) state Washington county Mason Nearest tom Allyn county chief oY-party Distance and direction from aearest tom 2,7 miles southwest Leveling date Character of mark ~ 6tamping Established by Detailed descriptlon 2.7 miles southwest along State Highway 14 A from the post office at Allgn, Mason County, on the outside of a curve, at an 18-inch concrete-pipe culvert, on the top of the pipe, 0.8 foot northwest of the southeast end, 18.6 feet southeast of the centerline of the highway, and about 2-1/2 feet lower than the highway. A ehiselAd square. DESCRIPTION OF BENCR MARK PAGE N0, g 42 wasx. APRIL 1972 Designacion R.M. A 60 (?ISGS) state Washington comtyMason nearest tom Allyn County Chief of Dar4v Distance and dl rection from nearest tom 2.1 miles SOUthWe3t Leveling date Character of mark 6tamping Established by Detailed description 2,1 miles southwest along State Highway 14 A from the post office at Allyri, Mason Countq, 22 feet west of the centerline of the highway, 5.3 feet south of a 3-way fence cornerT 0.5 foot west of the fence, and on the top of a large granite boulder. A chiseled square. DESCRIPTION OF BENCR MARK Designation H 60 ("SGS) state Washington county Mason 'Nearest town Allyri County Chief of party Distance and direction Yram nearest tom 2 miles southwest Leveling date Character of mark 6tamping Established by Detailed description 2.0 miles southwest along State Hir:.hway 14 A from the post office at Al1yn, Mason County, at the iunetion of` a pri.vat,e road leading east, 21.3 Peet east of the centerline of the highway, 9 feet north of the centerline of the road, 3.2 feet northwest of a fence corner, 2.4 feet west of the fence, and 1.4 feet south of a white wooden witness post. A United States Geological Survey standard disk, stamped "153 H 60 1941" and set in the top of a concrete post protecting 0.2 foot above ground. eo aM 085A U.S. DEP ANTMENT OF CDMMERCE (~. e_r~g) LOAET ANO OEOOETIC ,UAVEY RECOVERY NOTE, BENCH MARK Washin ton Count Mason Designation N 253 State g y Nearest town Allyn County Chief of Party Distance and direction from nearest town 0.9 mile southwest Recovery Date January 1953 Character of mark standard disk in a concrete post Stamping N 253 1944 Established by C~:GS Present condition Good Detailed report Revised description: 0.9 mile southwest along, State Highway 14 A from the post office at Allyn, Mason County, about 450 feet south of the south end of a concrete brides, 77 feet east of the centerline of the highway, on the top of a small local ridge between the highway and a creek, 4 feet east of the top of a cut slope, and 1 foot west of a white wooden witness post. R U.S. DEPARTMENT OF COMMERCE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL OCEAN SURVEY DESCRIPTION OF BENCB MARK VERTICAL CONTROL DATA by the NATIONAL GEODETIC SURVEY SEA~LEVEL DATUM OF 1929 Designation 15.5 (USGS) state lJashington county Mason nearest to•n Allyn county Chief of Darts Distance sad di rectioa from aeareat town 0.7 mile 90U thwe9t Leveling date Character of mark 6tamDlsg Establishetl by Detailed deacriptioo 0.7 Wile southvrest alenp State Hir?hwap 14 A from the post office at Allyn, Mason County, about 200 feet northeast of a wooden bridge, at the Junction of a side road leading northwest, 35 Peet northeast of the centerline of the road, 35 feet northwest of the centerline of the highway, in the northwest side of the base of a pole, and 0.2 foot above the ground. A railroad spike. DEPARTMENT OF COMMERCE v. s. c°^.=."° a.°,~,_~~ s°a°„ RECOVERY NOTE, BENCH MARK Noun 6a8A Designation H-61 (USGS)= Tidal mark State Wash. County Mason Nearest town Allyn County Meson Septembor 1952 Distance and direction from nearest town in Allyn Character of mark USGS bronze disk Stamping H-61 23 FT 1941 Established by _- Present condition good Detailed report Mark is approximately 0.3 mile south along Highway ILIA from post offioe and general store, at the northwest corner of an interseotion of Highway 1LIA and a gravel road leading west, 52 feet west of centerline oi' highway, 38 feet north of oenterline of oross street, across the gravelled street from a service station and grocery store, 3 yards west of.a line along seat side of concrete walk on east aide of Wee Pause Restaurants and 2 meters south of south side of walk on south side of the restaurant. Mark is net in top of a 6" z 6" concrete poet that projects two inches above the surface. The fenoe and witnoes post no longer exist. DEPARTMENT OF COMMF,RCE v. s. Cons= ^:,° aaourt~:c s°.°,° K uom assn RECOVERY NOTE, BENCH MARK Designation No. 1 1917= Tidal mark State Wash. County Mae on Nearest town Allyn County Mmoa SeptP;.sbar 1952 Distance and direction from nearest town in Allyn Character of mark std. tidal bench mark Stamping 1917 No. 1 Established by USC&GS Present condition good - Detailed report Mark is 65 feet north of centerline of Drum Street, (the street that loads to the dock) 31 yards north of church, 10 yards east of'aenterline of highway, 70 yards south, of poet office and general store, ono yard south of east side of G. H. Kirk Co. sign. Mark ie on east side of boulder Lp~ feet in diameter and 2 feet higher than the ground. It has d 30 degree slope and the rod was held on the highest part of the mark. It is stamped: "1917 No. 1". PAGE N0. 10 >+2 WASH. APRIL 1972 DEPARTMENT OF COMMERCF. U. 9. CO^ar~n~aBa~o A=:c>°„°.. RECOVERY NOTE, BENCH MARK Designation N0. j (1917)= Tidr.1 merkState Wash. County Mas on N sorest town Allyn County Mason Se~ptea,ber 195' Distance and direction from nearest town in Allyn Character of mark std. bench mark disk Stamping 1917 NO. 3 Established by USCd&S Present condition good ' Detailed report Mark is approximately 280faet south of went end of County Dook, about 170 feet north of the north aide of Uhlman Street, 21y yards west of high water line, appr oximately 27 yards south of red brick chimney on south side of new house, one foot west of fence line at west side of.Grosa Street. It is in top of a 2 foot boulder, one foot above ground sur- face. DEPARTMENT OF COMMF.RCF. ~ }~ ° s. °o^`roa ~;;T"'°°°°° RECOVERY NOTE, BENCH MARK K Designation N0. 2 (1917) =Tidal ~gr:6tate Wash. County Mae on Nearest town Allyn County M~soa S..pF,e.mber 195'l Distance and direction from nearest town in Allyn Character of mark std. bench mark Stamping 1917 N0. 2 Established by USCkGS Present condition good Detailed report Mark is 85 yards north of poet office and general store, at the northeast eor- ner of the intersection of Eberhard Street and Highway 14A, 30 Feet east of oenterline of highway, 23 feet north of centerline of Eberhard Street, 10 feet east of highway sign, in the top o£ a 4 x 5 foot boulder about 2 feet above the ground. It is a standard disk stamped: "1917 N0. 2". The fenoe mentioned in previous description no longer exists. DEPARTMENT OF COMMERCE }~ °. a. c°.,rb~ mod:: " s°"°.° RECOVERY NOTE, BENCH MARK K Designation Allyn 1934. Tidal 5 State Wash. County ~~iae on Nearest town Allyn County Meson September 1952 Distance and direction from nearest town 0.4 mile north of Allyn Character of mark std. triangulation dick Stamping ALLYN 1934 Established by USC&GS ' Present condition good Detailed report Mark is approximately 250 feet seat of highway 14H, approximotaly 100 yards south of southern high voltage transmission line, sb out 103 Feet along shore from a line along south side of small wooden building,,nine yards east Df high water line in a boulder embedded in beach gnd projecting o inches. DEPARTMENT OF COMMERCF. T v. s.co.,Fro~~be"s°"°`° RECOVERY NOTE, BENCH MARK K Designation Allyn RM 1 s Tidal b State 'dash. _ County ~ Mae on Nearest town Allyn ~ County Mason Sepi.ember 1952 Distance and direction from nearest town 0.4 mile north of allyn Character of mark std. refern~=nce mark Stamping 1 1934 Established by USC&GS Present condition ~ good Detailed report Mark is about 250 feet seat of Highway 14B, approximately 102 yards south of southern one of high voltage transmission linen, 12 yards east of high water line, about 122 feet south of a line along south side of small wooden building, in top of an oblong-shapes boulder 4 feet long projecting one foot above surfaoe. • • VERTICAL CONTROL DATA U.S. DEPARTMENT OF COMMERCE by the NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL GEODETIC SURVEY NATIONAL OCEAN SURVEY SEA~LEVEL DATUM OF 1929 DEPARTMENT OA (`OMMF.RCE °'s'OOAViw~,sds~"'"""`" RECOVERY NOTE, BENCH MARK Tidal 7 Designatio nAllyn RM 2, bieander Corner State ~1`ashington County Mason Nearest town Allyn County Mason September 1952 Distance and direction from nearest town 0.11 mile north of Allyn Character of mark 1~-inah pipe with brass cap 'Slam ping GOVT DANDER Established by ~~ HERG CITY Present condition good Detailed report Mark is about 250 feet east of Highway 1)aB~approzimately 57 yards south of southern one of high voltage transmission linen, lj yards east of high water line, 12~.j feet north of triangulation station ALLYN and 4q feet seat of the northeast oorner of a small • wooden building. Mark ie a brava oap oa a 1~ inah pipe projecting eight iaohes.above the beaoh surface. DESCRIPTION OF BENCB MARK Designet ion 118.5 (USGS) state Washington county Mason nearest tow^ Allyn county chief or party Distance and direction from nearest town 0.7 rr>1le north Leveling date Character of mark 6tamping Established by Detailed description 0.7 mile north along State Highuray 14 A from the post office at Allyn, Mason County, at the ~unctlon of a aide road leading northeast, 25.6 feet east of the centerline of the highway, 12 feet southeast of the centerline of the road, in the west bas e. of a fir tree, and about 5 feet below a triangular bla~.e. A railroad spike. DESCRIPTION OF BENCR MARK Design at ionP 253 state Washington county Mason Neareat tow^ Allyn county Chief oY party Distance and direction Prom nearest town 1 mile north Leveling date , Character of mark Stamping Established by Detailed deacrlption 1.0 mile north along State Highway 14 A from • the post office at Allyn-, Mason County, at the crest end of a sand sari gravel pit,- 36.5 feet south of the centerline of the highway, 19.4~feet southwest of a guy pole, and 2.5 feet west of a white wooden witness post. A standard disk, stamped "P 253 1944° and set in the top of a concrete post projecting 0.6 foot above ground. DESCRIPTION OF BENCD MARK Designation H b2 (USGS) state larashington county Mason Nearest fora Al lyn County Chief of party Distance and alrection from nearest tom 1.9 miles nOrthHe3t Leveling date Character of mark 6tamping Established by Detailed deacrlption 1.9 miles northwest along State Highway 14 A from the post office at Allyn, Mason County, at a road inT,er- section, 27 feet west of the centerline of the highway, 13.5 ' feet southeast of the centerline of the road,l.S feet northwest of a ~,ahi*e wooden witness post, and in the underbrush. A United States Geological Survey stanrard disk, stamped "289 H 62 1941" and set i.n the top of s concrete post projecting 0.2 foot above ground. DESCRIPTION OF BENCR MARK PAGE N0. 11 42 WASH. APRIL 1972 Designation R.M. H62 (USGS) state Washington county Mason Nearest torn Allyn CouptY 'Chief of party Distance avd direction from peareat town 1.9 miles northwest Leveling date Character of mark 6tamping Established by Detailed deacriptio^ 1.9 miles northwest alonf* State Highway 14 A from the post office at A11vn, Mason County, at a road inter- section, 56.3 feet north of bench mark H 62 (USGS), 28.1 feet west of the centerline of the highway, 22 feat northwest of the centerline of the read at a fir tree, and in the east base below a triangular blaze. A United States Geological Survey standard copper nail and washer. DESCRIPTION OF BENCB MARK Desigvat ion 219.3 (USGS) state Washington connty Mason Nearest town Belfair County Chief of party Distance and dl rection from nearest torn 2.3 miles aOUthWe9t Leve ling date Character oY mark stamping Established by Detailed deacrlption 1.3 miles southwest along State Highway 14 from the post office at Belfair, Mason County, thence 1.0 mile south- west along State Highway 14 A; 0.1 mile north of a railroad over- pass, ll feet south of the centerline of a railroad trucking road, 29 feet east of the centerline of the highway, at a leaning 15-inch fir tree, in the west base below a triangular blaze, and 0.3 foot above the ground. A railroad spike. DESCRIPTION OF BENCB MARK Designation Q 253 state Washington county Mason Neareat town Belfair County Chief of party Distance and direction from nearest town 2.2 mile9 southwest Leveling date Character of mark 6tamping Established by Detailed aeacriptioo 1.3 miles southwest along State Highway 14 from the post office at Belfair, Mason County, thence 0.9 mile south- west alonrr State Hiahwap 14 A; at a power-line crossing, 40 feet west of the centerline of the highway, 69.6 feet east of power pole PB 20 j, 16 feet southeast of the southeast row of poles, and 2 feet south of a white wooden witness post. A standard disk, stamped "Q 253 19!}4" and set in the top of a concrete post projecting 0.6 foot above ground. U.S. DEPARTMENT OF COMMERCE NATIONAL OCEANIC AND ATMOSPHER{C ADMINISTRATION NATIONAL OCEAN SURVEY DESCRIPTION OF BENCB MARK VERTICAL CONTROL DATA by the NATIONAL GEODETIC SURVEY SEA~LEVEL DATUM OF 1929 Designnt ion R 25? state Washington county Mason Nearest town Ee if air county Cb1ef of Da rty Distance and direction from nearest townl.3 mile9 Southwest Leveling date Character of mark stamping Established by Detailed description 1.3 miles southwest alont? State Highway 14 from. the post office at Belfair, Mason County, at the junction of State Aiphway 14 A, feet southeast of the centerline of State Highway 14, 24.2 feet west of the centerline of Stara Highway 14 A, 7.2 'feet south of a highway sign, and 1.5 feet south of a white wooden witness post. A standard disk, stamped "R 253 1944" and set in the top of a concrete post projecting 0.6 foot above around. DESCRIPTION OF BENCB MARK Designation H 63 (USGS) state Washington county Mason nearest tows Belfair County Chief of party Distance and direction from .nearest tows 1.3 miles so llthWest Leveling date Character of mark 6tamDing Established by Detailed description 1.3 miles southwest along State Highway 14 from the post office at Belfair, Mason County, at the junction of State Highway 14 A, on the north slope of a hill, 29 feat north of telephone pole 500 L/5, 25.9 feet east of the centerline of the hi~*hway, 16.4 feet south of the southeast corner of a culvert, and 1.3 feet south of a white wooden witness post. A United States Geological Survey standard disk, stamped "40 H 63 1941" and set in the top of a concrete post projecting 0.2 foot above ground. pESGRIPTION OF BENCB MARK DealgnatlomR.M. H63 (IISGS) state Washington conntyMason Dearest tows Belfair couaty Chief of Dart9 Distance sad direction from nenreat town 1.3 n1116a southwest Leveling date Character of mark 6tamping Established by petalled description 1.3 miles southwest along State Highway 14 from the post office at Belfair. Mason Countg, at the junction of State Highway 14 A, about 135 feet southwest of bench mark R 253, 50 feet west of the centerline of State Highway 14 A, 23.4 feet southeast of the centerline of State High*a6y 14, 17.5 feet south of a mail box, and i.n a root on the west. side of a 36-inch fir tree. A United States Geological Survey standard copper nail and washer. DESCRIPTION OF BENCB MARK PAGE N0. 12 42 wnsx APRIL 1972 Designation 52.4 (US GS) stateWashinl±ton county Mason nearest tome Belfair County Ch1eY oY party Distance and direction from nearest town 0.6 mile SO Uth Leveling date Character of mark Stamping Established by Detailed description 0.6 mile south along State Highway 14 from the post office at Belfair, Mason County, at the junction of a private road leading southeast, 17.8 feet southeast of the center- line of the highway, 6 feet southwest of the centerline of the road, at a pipe culvert under the private road, on the top of the concrete pipe, and 4B feet southwest of telephone pole 490. A chiseled square. DESCRIPTION OF BENCB MARK 42.803=T2-M6 Dealgnatloa Traverse 3 (TJSE) state 6ashington county Mason nearest town Belfair County Chief of party Distance and direction from nearest town at Belfair Leveling date Character of mark ~ EtamDing Established by Detailed description At Belfair, Mason County, about 200 feet south of the junction o~ Highway 14 and odd Navy Yard Way, about 100 feet west of the highway, at the Sam B. Thaler store and post office, in the top of the concrete step, 2.5 feet west of the east edge, 1./} feet south of t>,e north edge, and 2.5 feet east of the *?.ortheast corner of the building.. A Corps of Engineers, U.S. Army, standard disk, stamped "42.803". DESCRIPTION OF BENCB MARK Deaignntlon T 253 state hlashi.ngton county Mason Reareat town Belfai r County Chief of party Distance and dl rection from nearest town 1 mile northeast Leveling date Character of mark Stamping Established by Detailed description 1.0 mile northeast along State Highway 14 from the post office at Belfair, Mason County, on the south slope of e hill, 29.6 feet southeast of the centerline of the highway, . 16.1 feet northwest of telephone pole 209 L/30, and 1.9 feet southwest of a white wooden witness post.' A standard disk, stamped "T 253 1944" and set in the top of a concrete post projecting 0.4 foot above ground. DESCRIPTION OF BENCB MARK Designat lop 300.4 (USGS) state Washington coanty Mason Dearest town Belfair county Chief of party Distance and direction from nearest towp 1,3 miles northeast Leveling date Character oY mark 6temDing Established by ' Detailed description 1.3 miles northeast along State Highway 14 from the post office at Belfair, Mason County, about 400 feet northeast of a railroad overpass, at a road intersection, 23 feet southeast of the centerline of the hirrhway, 11 feet south of the centerline of the road, at a 10-inch concrete pipe-culvert, and on the top of the south end. A chiseled square. VERTICAL CONTROL DATA U.S. DEPARTMENT OF COMMERCE by the NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL GEODETIC SURVEY NATIONAL OCEAN SURVEY SEA~LEVEL DATUM OF 1929 DESCRIPTION OF BENCR MARK Designation A 254 state h/ashinf*ton eonnty Mason Nearest town Belfair county cheer of party Diataace and direction from nearest town 2 miles n0 rth east Leveling tlate Character oY mark Stamping Eatablished by Detailea aescrlvtion 2,0 miles northeast along State Highway 14 from the Host office at Belfair, Mason County, about 200 feet north- east of the junction of a side road leading. north, 32.5 feet sou..*.heast of the centerline of the highway, 15.5 feet north of telephone pole 181, and 2.5 feet southwest of a white wooden post. A standard disk, stamped "A 254 1944" and set in the top of a concrete post projecting 0.6 foot above ground. DESCRIPTION OF BENCR MARK Designation 333.1 (USC,S) state Washington county Mason Nearest town Belfair County Chief of party Diatance and direction from nearest town 2 mile9 northeast Leveling date Character of mark Stamping Established by Detailed description 2.0 miles northeast along State Highway 14 from the post offi.r,e at Belfair, Mason County, 58 feet south of a signpost at the Mason-Xitsap county line, at a 20-i.nch concrete pipe-culvert, on the top of the southeast and, 22 feet southeast of the centerline of the highway, and about 2-1/2 feet lower than the highway. A chiseled square. Ra 665A U. S. DEPARTMENT OF CDAw.1ERCE I1•e-5a) COalT AHD 6EOOETIC SURVEY RECOVERY NOTE. BENCH MARK Designation B 251E=L5-B6 (iTSE) State Washington County Kitsap • Nearest town Belfair County Mason Chief of Party Distance and direction from nearest town 2.7 miles rio rtheast Recovery Date Character of mark Stamping Established by Present condition Detailed report In Kitsap County, 2.7 miles northeast along State Highway 14 from the post office at Belfair, Mason County, at the T-junction of a road leading southeast, 50 feet southeast of the centerline of th.e highway, 30 feet northeast of the centerline of the road, 10.3 feet northeast of a fence corner, 0.8 foot southeast of the fence, and 3.3 feet south of a white wooden post. A Corps of Engineers, ?i.S. Army, standard disk, stamped "B 254 1941+° and set in the top of •a concrete post projecting 0.2 foot above ground. R DESCRIPTION OF BENCR MARK PAGE N0, 13 42 WASH. APRIL 1972 Deslgast ion CUT (USE) state Sashington county Ki t,s ap Neareat town Belfair county Mason chief or party Distance antl direction from nearest town 3.6 miles northeast Leveling date Character of mark Stamping EetaDliahed by Detailed description In Kitsap County, 3.6 miles northeast along State Highway,ll} from the post office at Belfair, Mason County, at the top of a prominent cut, on the northeast rim of a deep canyon, 51 feet southeast of the centerline of ithe highway, 32.6 feat, southwest of telephone pole,138, 0.5 foot northwest of a fence, and 1.8 feet southwest of a +~rhite wooden witness post. A Corps of Engineers, U.S. Army, standard triangulation-station. disk, stamped "CUT 1942" and set in the top of a concrete post flush with the ground. DESCRIPTION OF BENCH MARK Designation R.M. 1 CUT (LiSB) state Washington county Kitsap Nearest town Belfair county chief of party Distance and direction from nearest town 3.6 miles no rthesst Leveling date Character of mark Stamping Eatablished by Detau ea description In Kitsap County, 3.6 miles northeast along State Highway 14 from the post office at Belfair, Mason County, on the northeast rim of a deep canyon, at the top of a prominent cut, 60 feet south of triangulation station CUT (U.S.E.), at the top of a long earth ridge about 3 feet high, 90 feet southwest of telephone Hole 138, 71 feet south- east of the centerline of the highway,21 feet southeast of a fence, and about 25 feet higher than the highway. A Ciorps of Engineers, U.S. Army, standard reference-mark disk, stamped "CLTT 1942 R M 1" and set in the top of a concrete goat. DESCRIPTION OF BENCD MARK Designation C 254 state Washington counts Kitsap xearest town Belfair county Mason chief of party Distance and dl reotion from aearest town 3,7 m11es northeast Leveling date Character of mark ~ Stamping Establiahed by Detailed description In Kitsap County, 3.7 miles northeast along State Highway 14 from the post office at Belfair, Mason County, 0.1 mile nortneast of a prominent cut southeast of the highway, 44.5 feet southeast of the centerline of the highway, 19 feet southwest of telephone pole 135, 4.5 feet northwest of a fence, and 2 feat northeast of a white wooden witness post. A standard disk, stamped "C 2$4 1944" and set in the top of a concrete post projecting 0.6 foot above ground. VERTICAL CONTROL DATA U.S. DEPARTMENT OF COMMERCE by the NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL GEODETIC SURVEY NATIONAL OCEAN SURVEY SEA~LEVEL DATUM OF 1929 DmPARTMENT OB COMDSAACm p. s. co.,r~oe~m~aobe c aoar,r RECOVERY NOTE, BENCH MARK Designation Dean (U.S.E.) State 9Paehington County Ritsap Nearest town Belfair ~ County Mason Distance and direction from nearest town 4.1 miles northeast Sena 1954 Character of mark•U• S. Engineers, Seattle Dist, bronze disk Stamping DEAN 1942 Established by U. S. Engineers Seattle District Present condition Good Detailed report The station is marked with a standard U.S. Engineerre Seattle District bronze disk, set 1n the~top of a square concrete post which pxroJects about 5•inches above the surface of the ground. The 1948 description is adequate for reach- ing the station. This station was occupied in 1954, and a geographic position was determined. PAGE N0, 14 42 WASH. APRIL 1972 DESCRIPTION OF BENCB MARK Deaignat ion D 254 state Washington county Kitsap xearest tom Belfair county Mason Chief of Da rty Distance and direction from nearest tom 4,7 miles northeast Leveling date Character of mark Stamping Eatabliahed by Detailed description In Kitsap County, ly.7 miles northeast along State Highway 14 from the post office at Belfair, Mason County, at the main entrance to Kitsa C®unt Airoort, 51.R feet northeast of the northeast, gatepost, 9 feet southeast of the centerline of the highway, 1 foot northwest of a fence, and 2 feet northeast • of a white wooden. witness post'. A standard disk, stamped "D 254 1944" and set in the top of a concrete post protecting 0.6 foot above ground. Origiael iescriptions In Ritsap County, Q,1 mi].ea,northeast along State %gh+ way 14 fz'om the post offics at Belfair, Mason County, at the function of a road leading west, near an abandoned building, 50,6 feet northwest of the ceriterli.~ of the hi&lnasy, 18,q feet north of the centerline cf the Bids road, and 2 feet west of a w:lite wooden witness Fost. DESCRIPTION OF BENCB MARK Deaisnat ion R.M. 1 DEAN (USE) state Washington county Kitsap nearest tom Belfair comaty Mason chief of party Distance and di rectioa from nearest tom 4.1 miles northeast Leve line date Character of mark stamping Established by Detailed descriptiop In Kitsap County, !}.1 miles northeast along State Highway 14 from the post office at Belfair, Mason County, 0.6 mile southwest of the entrance-t~itsaA County Airport, at the Junction of a road leading west, near an abandoned building, 106 feet south-southeast of triangulation station Dean (L7.6.E.), 73 feet southwest of telephone pole 123, 49.E feet southeast of the centerline of the highway, and 0.4 foot southeast of a fence. A Corps of Engineers, U.S. An7y, standard reference-mark disk, stamped "DEAN R M 1 1942" and set in the top of a concrete post protecting 0.4 foot above ground. LEVELING AT KITSAP COUNTY AIRPORT DESCRIPTION OF BENCB MARK Designation E 254 state WashinEton county Kitsap Nearest tom Belf air County Mason Chief or party Distance and direction from nearest tom 4,7 mileg northeast Leveling date Character of mark 6tamD lag Eatabliahed by Detailed description In Kitsap County, !}.7 miles northeast along St.at,e Highway 1!f from the post office at Belfair, Mason County, at Kitsap County Airport, 8.4 feet southwest of the east corner of the hangar, at the north leg of the control tower, and in the north corner of the north concrete base. A standard disk stamped mE 254 1944"• DESCRIPTION OF BENCB MARK Designation 463.3 (USGS). state Washington county Kitsap Nearest tom Belfair Comnty Mason Chief of party Distance and direction from nearest tom 4.1 miles northeast Leveling date Character of mark stamDlag Bstabliahed by Detailed description In Kitsap County, 4.1 miles northeast along State Highway 14 from the post office at Belfair, Mason County, 0.6 mile southwest of the entrance to ~fitsap County Airport, at tY.e Junction of a dim road leading west, 21 feet northwest of the centerline of the highway, 9 feet north of the center- line of the road, at a 12-inch concrete-pipe culvert under the side road, and on the top of the northeast end. A chiseled square. DESCRIPTION OF BENCB MARK • Designation FF 254 state t.rashi.nf:ton county Kitsap Nenrest tom Belfair county Mason chief of party Distance and dl rection from nearest tom 4,7 miles northeast Leveling date Character of mark Stamping Estahlished b9 Detailed description In Kitsap County, 4.7 miles northeast along State Higharay 1!} from the post office at. Belfair, Mason County, at Kitsap County Airport, 225.8 feet south of the south leg of the control tower, 181.A feet south-southeast of the south corner of the hangar, in the point of~ground between a taxiway and a concrete parking slab, 36 feet south of the south edge of the taxiway, and 1~.4 feet northwest of the northwest edge. of the concrete slab. A standard disk stamped "FF 25t} 1944" and set in the top of a concrete post flush with the ground. VERTICAL CONTROL DATA U.S. DEPARTMENT OF COMMERCE by the NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL GEODETIC SURVEY NATIONAL OCEAN SURVEY SEA~LEVEL DATUM OF 1929 DESCRIPTION OF BENCB MARK Designatfm H 71 (USGS) state Washington county Kitsap Nearest town Belfair county Mason Chief of pa rt9 Distance and direction from nearest tom 4.7 miles northeast Leveling date Character of mark stamping Established Dy ' Detail etl de script ion In Kitsap County, 4.7 miles northeast along State Highway 14 from the post office at Belfair, Mason County, at Kitsap County Airport, 144.5 feet east of the east corner of the hangar, in the north corner of the concrete slab slonm the southeast side of the hangar, 1 foot southwest of the northeast end, and 1 foot southeast of the northwest edge. A United • States Geological Survey standard disk, stamped "437 H 71 1941". Rm 6a5A U.S. DEPARTMENT OF COMMERCE ('"a' ~ ) COAST AHD GEODE T'I C SURVEY RECOVERY NOTE, BENCH MARK R Designation PI~ (T75E) State Washington County Kitsap Nearest town Belfair County Mason Chief of Party Distance and direction from nearest town 5.2 miles northeast Recovery Date November 1954 Character of mark Stamping Established by Present condition Detailed report In Kitsap County, 5.2 miles northeast along State Highway 14 from the post office at Belfair, Mason County, at Kitsap County Ai.rnort, about 450 feet southeast of the highway, near the northeast end of thefield, at the point of intersection of the extended centerlines of the north- and-south runway and the southeastern northeast-and-south- west run~•rap, LL18 feet north of the north end of the north- and-south runway, 345 feet northeast Of the northeast end of the north-east-and-southwest runway, and 1.7 feet south- east of a white wooden witness post. A t3orps of Engineers, U.S. Army, standard triangulation-station disk, set in the' top of a concr§te post. The mark is slivhtly under the surface of the ground. • ro Rio 6g5A U.S. DEPARTMENT OF CDMMERCE (I-8. 58 ) COAIIT AND GEODETIC SURVEY RECOVERY NOTE, BENCH MARK R Designation R.M. PI (USF) State Washington County Kitsap ;Nearest town Belfair County Mason Chief of Party ~, Distance and direction from nearest town 5,2 fiilee northeast Recovery Date November 1954 'Character of mark Reference-mark disk Sn a toners to post Stamping RM PT 1942 Established by Corps of Engineers, U.S. Army 9+44,50 UPIIT NO 2 Present condition Destroyed Detailed report Concrete post was found leaning over near the old fence line. The disk had been broken out. DESCRIPTION OF BENCR MARK PAQE N0, 15 42 WASH. APRIL 1972 Designation G 254 RESET 1951+ state county Kitsap nearest tom P,e lfair County Mason Chief of party Dletance spa direction rrom nearest tom 5.9 miles northeast Leveling date November 1954 character of mark standard disk in a concrete post stamping G 254 1944 Established Dy C&GS RESET 1954 Detailed description In Kitsap County, 5:9 miles northeast along State Highway 14 from the post office at Belfair, Mason County, at the entrance to a Christmas Tree farm under the name of Alpine Evergreen Co., 65 feet southwest of the centerline of the entrance road, 56.6 feet southeast of the centerline of the highway, 50.2 feet north of the north corner of the house, 12.4 Peet southeast of a line of telephone poles paralleling the highway, 2 feet northwest (out§ide) of a rust-colored ornamental rail fence, and 1 foot•west of a white wooden witness post. DESCRIPTION OF BENCD MARK Designation F 252 state Washington county Kitsap Nearest town Bremerton county Chief of party Distance and direction from nearest tom 5.4 miles southwest Leveling date Character of mark 6tampinB Bstablished Dy Detailed description 4.0 miles southwest along State Higho*ay 21 from the intersection of Sixth Street and Callow Avenue at Bremerton, Kitsap County, thence 1.4 miles southwest along State Highway 14; northwest across the highuray from a deep cut, near the southwest, end of a gravel dump, 41 feet northwest of the center- line of the highway, and 1.8 feet northeast of a white wooden witness post. A standard disk, stamped "F 252 1944" and set in the top of a concrete post pro,]ecting 0.6 foot above ground. DESCRIPTION OF BENC9 MARK Deaignat ion 25B.3 (USGS ) state Washington county Kitsap Nearest tom Bremerton county Chief of party Distance and direction from aeareat tom 5.1 fii18s southwest Leveling date Character of mark Stamping Established by Detailed deacrlDtion 4.0 miles southwest along State Highway 21 from the intersection of Sixth Stre§t and .Callow Avenue at Bremerton, Kitsap County, thence 1.1 miles southwest along State Highway 14; between the highway and a deep cut, on the top of the southeast end of a concrete-pipe culvert, 35 feet west of telephone pole L/10 213, 17.9 feet southeast of the centerline of the high- way, and about 2-1/2 feet lower than the hi~hvray. A chiseled square. END OF THE SPUR LT NE U.S. DEPARTMENT OF COMMERCE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL OCEAN SURVEY DESCRIPTION OF BENCR MARK VERTICAL CONTROL DATA by the NATIONAL GEODETIC SURVEY S EA~LEVEL DATUM OF 1929 Deaignat ion P 254 state Washington county Kitsap nearest town Bremerton county Chief of Barry Distance and direction from nearest town 4.5 miles sOUthWeSt Leveling date Character of mark 6tamDimg Established by Detailed description 4,0 miles southwest along State Highway 21 from the intersection of Sixth Street and Callow Avenue at Bremerton, Kitsap County, thence 0.5 mile southwest along State Highway 14; at the ,junction of a private road, 49.6 feet north of the centerline of the highway, 9.A feet east of the centerline of the road, 2.2 feet east of the post at the southeast corner of a white panel fence, 0.? foot south of the fence, and 2 feet west of a white wooden witness post. A standard disk, stamped "P 254 1944" and set in the top of a concrete post protecting 0.6 foot above ground. DESCRIPTION OF BENCR MARK Desigaet ion H 73 (USG5) state Washington county Kitsap Nearest town Bremerton County Chief of party Distance and direction from nearest town 4 miles 5011thwe9t Leveling date Character of mark Stamping Established by Detailed de acrlDtion 4,0 miles southwest along State Hi~hwaq 21 from the intersection of Sixth Street and Callow Avenue at Bremerton, Kitsap County, at the ,junction of State Highway 14, at tJle north corner of the large triangle, 59.5 feet northwest of a chiseled square on the curb at the intersection of the northeast- bound lane of State Highway 14 and the south-bound lane of the Port Orchard highway, 35.6 feet northwest of a chiseled square on the northwest curb of the northeast-bound lane of State Highway 14, 10.9 feet southeast of a chiseled square on the southeast curb of the south-bound lane of the Port Ordhard Highway, 1.7 feet south- west of a white wooden witness post, and 1.1 feet under tha ground. A United States Geological Suraey standard disk, stamped "14 H 73 1941" and set 1n the top of a concrete post access to which is had through s 12-inch concrete pipe. DESCRIPTION OF BENCR MARK Dealgnat ion R.M. H 73 (USGS) state Washington County Kitsap Nearest town Bremerton Connty Chief of party Dietapce sad direction from nearest town 4 miles southwest Leveling date Character of mark stamping Batabliahed by Detailed description 4,0 miles southwest along State Highway 21 from the intersection of Sixth Street and Callow Avenue at Bremerton,' Kitsap County, at the function of State Highway 14, about 27 feet northwest. of bench mark H 73 (U.S,G.S.), at a large concrete culvert under State Hir*hway 21, on the top of the northwest headwall, !i.7 feet northeast of the southwest end, 8.0 feet southwest of the northeast end, and 12.9 feet northwest of the northwest edge of the highway. A chiseled square. SPUR PAGE N0, 16 42 WASH. APRIL 1972 TO NAVAL TRAINING STATION ON MIDDLE POINT RX 6aSA U.S. DEPARTMENT OF CDMMERCE (1-8-59) C015T •XD GEODETIC SURVEY RECOVERY NOTE, BENCH MARK R Designation PEAT State Washington County Kitsap Nearest town Port Orchard County Chief of Party Distance and direction from nearest town 2.8 miles south*est Recovery Date Januar'<.* 1952 • Character of mark Stamping Established by Present condition Detailed report 2.R miles southwest along State Hi.shuras lli from the Municipal Building at Port Orchard, Kitsap County, on the point of egrassy plot 0.1 mile norT.h of the hishuray,directly southeast, across Sinclair Inlet from a croup of Shell 011 Co. tanks, 11.4 feet southeast of the northwest edge of the shore, and 3.3 feet southwest of a white wooden witness cost. A standard triangulation-station disk, stamped "PEAT 1932y" and set in the top of 'a concrete block cast on the top of a driven 3-by-!} inch post and projecting 0.3 foot above ground. DESCRIPTION OF BENCR MARK Deaienation R.M. PEAT state Washington county Kitsap Nearest town Port Orchard County Chief oY party Distance and direction from nearest town 2.8 mile3 SOUthWe3t Leveling date Character of mark Stamping Established by Detailed description 2,9 miles southwest along State Highway 1L1 from the Municipal Building at Port Orchard, Kitsap County, on the point of a grassy plot 0.1 mile north of the highway, 84 feet west of triangulation station PEAT, and 10.2 feet south of the north edge of the bank. A standard reference-mark disk, stamped "PEAT 1934" and set in the t,op of a concrete post protecting 0.4 foot above ground. • DESCRIPTION OF BENCR MARK Desi6nat ion R 256 6t ate Washington County Kitsap Nearest town port Orchard Couoty Chief of party Distance and direction from nearest town 1.4 IDilee 80uthweat Leveling date Character of mark StampinH Established hg Detailed aeacription 1.4 miles southwest along State Highway 14 Prom the municipal building at Port Orchard, Kitsap County, near the east end of a curve from east to southwest, on the outside of the curve, 40 Peet southeast of a 2-story yellow frame house, 33.3 £eet north o£ the centerline of the highway, 10 £eet south of telephone pole 27 L-1, 1.3 feet east of a white wooden witness poet and about 2 feet lower then the highway. A sttandard disk, stamped "R 256 1944" and set in the top o£ a concrete poet projecting 0.6 foot above ground. VERTICAL CONTROL DATA U.S. DEPARTMENT OF COMMERCE by the NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL GEODETIC SURVEY NATIONAL OCEAN SURVEY S EA~LEVEL DATUM OF 1929 DESCRIPTION OF BENCB MARK Designation PORT ORCHARD state Washington county Kitsap Nearest torn Port Orchard County ~ chief of party Distance and direction from nearest town At Port Orchard Leveling date Character of mark Stamping Established by Detailed description At Port Orchard, Kitsap County, 0.4 mile southwest along State Highway 14 Prom the municipal building, 0.2 mile (air line) northeast oY the station, on the southeast edge of the shore, on the top of a small bank, directly in line with the west corner oY a blacksmith shop and the south corner of a service station, 120 £eet northwest of the centerline of the highway, • 47 feet south oP the centerline of a wooden dock leading west into the baY, 14 Peet north oP the north corner of a wooden building, and 2 feet west oP a white wooden witness post. A standard triangulation-station disk, stamped "ORCHARD 1934" and set in the. top oP a concrete post projecting 0.3 Poot above ground. DESCRIPTION OF BENCB MARK Designation R.M. PORT ORCHARD State Washington County Kitsap Nearest torn Port Orchard County Chief of Darty Distance and direction from nearest town gt Port Orchard Leveling date Character of mark Stamping Established by Detailed description At Port Orchard, Kitsap County, 0.4 mile southwest along State Highway 14 Prom the municipal building, 95.4 Peet north of triangulation station PORT ORCHARD, 48.7 Peet north oP the centerline of a wooden dock leading west into the bay, 8 Peet north-northwest of the west corner of a blacksmith shop, and in the top of a boulder on the beach. A standard reference-mark disk, stamped "oacHARD 1934". DESCRIPTION OF BENCB MARK Designation P 255 state Washington county Kitsap Nearest torn fort Orchard County Chief of party Distance and direction from nearest town at Port Orchard Leveling date Character of mark Stamping Established by Detailed description At Port Orchard, Kiteap County, one-half block south of the municipal building, on the south side of an alley, 16 Peet southwest of the southwest corner of the O.K. Tire Shop, 5 feet east-northeast of the northwest corner of the H. Hatfield florist shop, in the west corner of a concrete wall, and 4.4 feet east o£ the west end. A standard disk, stamped "P 255 1944" 1967 REPORT: At Port Orchard, Kitsap County, approximately 192 feet ly,of the center of Sidney Street,.ad,~acent of the aidi=wa~k on ');he Nortili si'cte-rof Bay='~~-g~ist: nri ~b~'0~' a`one foot high concrete wall 4.4 feet xorth of the South end. DESCRIPTION OF BENGB MARK pat}E xo. 17 42 WASH. APRIL 1972 Desienat ion N 255 state Washington county Kitsap Nearest torn Port Orchard County chief of party Distance and direction from nearest tovm at Port Orchard Leveling date Character of mark Stamping Established by Detailed description At Port Orchard, Kitsap County, 0.4 mile east along the South Colby road £rom the municipal building, 115 feet northwest of a road junction, 75 £eet northwest of a service station, at a bridge, 14 Peet southwest oP the centerline of the road, in the top of the southeast concrete guard poet, and about 3 feet higher than the road. A standard disk, stamped "N 255 1944"• DESCRIPTION OF BENCB MARK Designation M 255 6tate Washington County Kitsap Nearest town port Orchard Couoty Chief of Da rty Distance and direction from nearest town 1.5 mi lee east Leveling date Character of mark Stamping Established by Detailed description 1.5 miles east along the South Colby road from the municipal building at Fort Orchard, Kttsap County, near a road intersection, 46 feet north- east oP the northeast corner oP the Far West Food Stores building, 28 Yeet south of the centerline of the main road, 20.4 Peet northeast of a power pole, 1.4 Peet west of a fence, and 1.5 Peet north of a white wooden witness poet. A standard disk, stamped "M 255 1944" and set in the top of a concrete poet projecting 0.6 foot above ground. DESCRIPTION OF BENCB MARK Designation K 255 State Washington County Kiteap Nearest town South Colby County Chief of party Distance and direction from nearest town 2.1 miles northwest Leveling date Character of mark Stamping Established by ' Detailed description 2.1 mules northwest along the Port Orchard road from the poet office at South Colby, Kitsap Couaty, at the intersection of a road leading south to Long lake, opposite the Olympic View service station and grocery, 59 feet west of the centerline of the Long Lake road, 27.8 feet south of the centerline oP the main road, and 1.9 feet west oP a white wooden witness post. A standard disk, stamped "K 255 1944" and set in the top of a concrete post projecting 0.6 £oot above ground. U.a. DEPARTMENT OF COMMERCE nRM a35A COST nND GEODETIC anRVEY e-a-sal RECOVERY NOTE, BENCH MARK R Designation 7 255 State Nashington County Kites N Barest town South Colby County gltea ~ p p November 1956 Distance and direction from nearest town 1.1 miles northwest Character of.mark Bronze di Nc Stamping J 255 1944 Established by Coast & Oeodetio Survey Present condition Good Detailed report 1.1 miles northwest along State Highway 14 from the poet offloe and atom at South Colby, 1.7 miles south of Menaheaterr in R26 T24N S33, at the ^Y" junction of a paved road leading northe eat to Yanahe star, oa the southwest slope of a steep bank, 70~ feet south of the canter line oP the paved road, 40 feet northeast of the highway, 7 feet south of a telephone guy wim brace pole, 2.4 Peet south of a white 4- by 4-Saab poet supporting ^C.D. EPACIIATION 6" sign, about level with the road. and set in the top of a ooaomte poet projecting 0.2 foot above the ground. U.S. DEPARTMENT OF COMMERCE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL OCEAN SURVEY ~ ~~ U.a. DEPARTMENT OF CDMMERCE ~~, 8, 58) C9A RT AND aEODLTIt SURVEY RECOVERY NOTE, BENCH MARK VERTICAL CONTROL DATA by the NATIONAL GEODETIC SURVEY SEA~LEVEL DATUM OF 1929 Designation V 255 State Washington County Kiteap Nearest town Manchester County Chief of Party Distance and direction from nearest town 1.1 miles south Recovery Date August 1y52 Character of mark Searched Por but not recovered. Stamping Established by Present condition Detailed report 1.1 miles south along the Port Orchard road from the post office at Manchester, Kiteap County, at the junction of a private road leading west to a log cabin, 25.3 feet west of the centerline of the main road, 14 Peet south of the centerline of the side road, and 1.8 feet north of a white wooden witness post. A standard disk, stamped "V 255 1944" and set in the top of a concrete poet projecting 0.6 foot above ground. R N 699A (9p 8-55) U.S. DEPARTMENT OF CDMMER CE LDAS? AND GEODETIC SURVEY RECOVERY NOTE, BENCH MARK R Designation g 255 State Wasbingt on County Kites P N Barest town p,S. Naval Sta. Annex County Kiteap Oc+.nber 1956 Distance and direction from nearest town At Puget So•:ud Naval Ststioa Apnea Character of mark Iron dl ek Stamping 9 255 1944 Established by Coact &. Geodetic Survey Present condition Good Detailed report AL Puget Sound Naval Station Apnea on Middle Point (former Naval Training Station), 0.1 mile north along a paved road from the main gate, thence 0,2 mile east a1Dng Foa Avenue, about 2.0 miles north of Manchester, 1n R2E T24N 516, at the ^T^ junction of Ethyl Road, et concrete building 47, in the top of the first landing oP oonareta steps leading to the doors on the west aide of the building, 72.3 feet west of the northwest corner of a wooden bridge ].ending Lo Orchard Pointe 23 Peet north of the center line of the avenue, 4.2 Peet northwest of the southvre st corner of the building, and about 2 feet higher than the road. U.S. DEPARTMENT OF CDMMERCE ORM 6aSA LDAGT AND GEODETIC SURVEY (9-9-55) RECOVERY NOTE, BENCH MARK DESCRIPTION OF BENCB MARK DeaiEnatiou U 25$ 6tate Washington Vounty Kiteap Nearest tom Manchester Co uuty Chief of Darty Distance and direction from nearest tom at ManchesteY Leveling date Character of mark St amDinE Established by Detailed deacriDtion At Manchester, Kiteap Uounty, on the road to the ferry dock, about 100 feet southeast of the general store, 175 feet west of the west end o£ the ferry dock, at the junction of a road leading south, 45 feet south of the centerline of the road leading to the dock, 21 feet west of the centerline oP the road leading south, 6.1 feet north of the northeast corner of a garage, and 1.5 feet east of A white wooden witness post. A standard disk, stamped "U 255 1944" and set in the top of a concrete poet projecting 0.6 foot above ground. R Designation g 255 ~ State Washington County Kites P- Nearesttown p,S, Naval 9ta, Annez County Kiteap October ].956 Distance and direction from nearest town At Puget Sound Naval Station Aanez Character of mark Iron disc Stamping R 255 1944 Established by Coast k Geodetic Survey Present condition Good Detailed report At Puget Sound Naval Station Amez (former Naval Training Station), 0.1 mile north along s paved read from the main gate, thence 0.1 mile north along Foa Avenue, 1.9 miles north of Manchester, in R2g T24N 316, Sn the top of the northeast corner of a 3- by 3-foot concrete foundation Dlook (for a fomnar building) which projeate 2 feet above the ground, 90.4 feet north of the northeast corner of building 105, 56 feet west of the center line of the avenue, 45 feet southwest of afire plug, 41 feet northwest of a power line pole {not used), and about l~ feet higher than the avenue, U.S. DEP ARTNENT OF CDMMER CE iDRM Ea9A LDAST AND GEODETIC SURVEY (8.9.55) RECOVERY NOTE, BENCH MARK DESCRIPTION OF BENCB MARK Deaignat ion T 255 State Washington County Kiteap Nearest tom Manchester County Cbief of Da rty Distance and direction from nearest tom 0.7 mile north Leve lint date Character of mark StamDlnE Established by Detailed descriDtlon 0.7 mile north of Manchester, Kiteap County, at the naval training station on Orchard Point, in the northeaet~face of the power and pump house, 1.1 Yeet southeast of the north corner, 13.8 feet northwest of the north- west door facing, and 4.6 feet above the ground. A standard disk, stamped "T 255 1944" and set vertically. R Designation Q E55 State Washington County Bit ea Nearest town P.S. Naval Sta. Annez County Kit sap Getober 1956 Distance and direction from nearest town At Puget Sound Navfll Station 8nnea Character of mark Iron dl ek Stamping Q 255 Established by Coast k Geodetic 9urvay Present condition Good Detailed report At Puget Sound Naval Ststioa Apnea oa Middle Point (former Naval Training Station), 0.5 mile north along a paved road from the main gate, in R2E T24N 316, et the "T" junction of the north one of two graveled roads leading east to s warehouse, at the northwest corner of a concrete slab, 45~-feet east of the center line of the paved road, 36 feet south of the Deafer line of the graveled road, 5.0 feet north of the northwest corner of the concrete slab, 1,7 Poet south of a witneea post, about 12 feet lower than the paved road, and set in the top of a concrete poet flush with the ground. NOTE: The edges Of the concrete poet have been broken off but it is solid. ^rl 255^ ie the oily stamping visible as part of the dick hoe rusted out. PAGE N0, 18 42 WASH. APRIL 1972 • END OF THE SPUR T.IIPE VERTICAL CONTROL DATA U.S. DEPARTMENT OF COMMERCE by the NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL GEODETIC SURVEY NATIONAL OCEAN SURVEY SEA-LEVEL DATUM OF 1929 DESCRIPTION OF BENCB MARK Desienat ion Q 254 state Washington county Ki tsap Nearest town Bremerton County ~ chief of party Distance and direction from Dearest town 2.y IDilee 90Uthwe6t Leveling date Character oY mark Stamping Established by Detaiiea aescrlption 2.9 mi lea southwest along state Highway 21 from the intersection of Sixth Street and Callow Avenue at Bremerton, Ki teap County, near the northeast end o£ an S-curve Prom southwest to northeast, 110 feet west of the end guardrail post, 44.2 Peet northeast of the centerline of the highway, in the top of a rock ledge in a large cut, and about 1 foot higher than the highway. A standard disk, stamped "@ 254 1944. • DESCRIPTION OF BENCD MARK Deaignat icn $ 78 (USGS) State Washington County Kitsap Nearest town Bremerton couaty chief of party Distance sad direction from nearest town 1.9 miles southwest Leveling date Character of mark 6tamDing Established by Detailed aescrlption 1.9 mi lea southwest along State Highway 21 fmm the intersection of Sixth Street and Callow Avenue at Bremerton, Kitsag County, near the northeast intersection of the old highway, at house number 138 on Charleston Beach, in the northwest corner oP the bottom concrete atop, 15.8 feet southeast of the south corner of the house, 58 feet northeast of the centerline of the old highway, and 74 Peet northwest oP pole 36- A United Staten Geological Survey standard disk, stamped "12 H 78 1941". DESCRIPTION OF BENCB MARK Designation 12.7 (USGS) ~ state Washington county Kitsap Nearflst town Bremerton county Ch leY of party Distance and direction from nearest town 1.2 miles south Leveling date Character of mark StamDi^g Established by Detailed descript io^ At Bremerton, Kitsap County, 1.2 miles south along State Highway 21 • from the intersection of Sixth Street and Callow Avenue, 0.1 mile southwest of the intersection o£ the old highway, 16.3 feet northeast of the east corner of small red house number 18, 22.8 Peet northwest of the centerline of the old highway, at a dead fir tree with a triangular blaze on the southeast aide, in the northwest base of the tree, and 0.2 foot above the ground. A railroad spike. DESCRIPTION OF BENCB MARK Designation R 254 State Washington County Kitsap Nearest town Bremerton county ChieY of party Dleta^ce and direction Yrom nearest town at Bremerton Leveling date Character oY mark Stamping Established by Detailed description At Bremerton, Ki teap County, at the southeast corner of the intersection oP Cambrian and Farragut Avenues, in the north corner of the concrete retaining wall along the east curb of Cambrian Avenue, 26.8 Peet west of the north- west corner of a Navy building, and about 1 foot higher than the street. A standard disk, stamped "R 254 1944". DESCRIPTION OF BENCB MARK PAGE N0. 19 42 WASH. APRIL 1972 Designation 21.6 (USGS) 6tate Washington county Kitsap Nearest town Bremerton County Chief of Da rty Distance and dl rection from nearest Lown at Bremerton Leveling date Character of mark Stampl^g Established by Detailed asst rlptioD At Bremerton, Kitsap County, at the intersection of Farragut and Montgomery Avenues, 106 Peet west of the Navy Yard gate, 8.2 Peet east of a point in line with the east curb of Montgomery Avenue, and on the north curb of Farragut Avenue. A chiseled square. SPUR LINE TO PUGET SOUND NAVY YARD DESCRIPTION OF BENCB MARK Designation W 255 6t ate Washington County Kiteap Nearest town Bremerton county Chief of party Distance and direction Yrom nearest Lown at Bremerton Leveling date Character of mark Stamping Established by Detaiiea descrlDtion At Bremerton, Kitsap County, at the Puget Sound Navy Yard, at the reception barracks (first large brick building northeast of the west gate), in the foundation oY the east wall, 7~feet north of the southeast corner, 0.7 foot below the first course of brick, 8 feet west of the west edge oY the side- walk, and 1.3 Peet above the ground. A standard disk, stamped "W 255 1944" and set vertically. DESCRIPTION OF BENCB MARK Deaignat ion XP. 255 state Washington couaty Kitgg P Nearest town Bremerton couaty Chief oY party Distance and direction from nearest town at Bremerton Leve ling date Character oY mark ~ Stamping Established by Detailed asst rlDtion At Bremerton, Kitsap County, at the Puget Sound Navv Yard, 0.2 mile east along Farragut Avenue from the Charleston gate, in the east wall of the Pire station, 1 foot west of the southeast corner, end about 2-1~2 Peet above the ground. A standard disk, stamped "XX 255 1944" and eet vertically. DESCRIPTION OF BENCB MARK Desienat ion YY 255 state Washington ~ county Kitsap Nearest Lown BreIDertnn County Chief of Darty Distance and direction Yrom nearest town at Bremerton Leve ling date Character of mark Stamping Established Dy Detaiiea asst ription At Bremerton, Kitsap County, at the Puget Sound Navy Yard, directly. northwest across Farragut Avenue Prom the north end oP drydock 5, at the entrance to an air-raid shelter tunnel, at the corner of a retaining wall, and about 5 feet higher than the sidewalk. A standard disk, stamped "YY 255 1944" and set in the top of a concrete poet. Recovered as Described July 1971 U.S. DEPARTMENT OF COMMERCE NATIONAL OCEANIC AND. ATMOSF'FIERIC ADMfNISTRATION NATIONAL OCEAN SURVEY DESCRIPTION OF BENCD MARK VERTICAL CONTROL DATA by the NATIONAL GEODETIC SURVEY SEA~LEVEL DATVM OF 1929 Designation Y •255 6tate Washington County Kitsap Nearest town $remertOn County Ch1eY of party Distance and direction Yrom nearest town at Bremerton Leveling date Character of mark Stamping estahiiahea ny Detailed description At Bremerton, Kitsap County, at the Puget Sound Navy Yard, about 300 feet northwest of building 457, at the north end of drydock 5, in the concrete curb, and 3.9 feet west of the braes plate designating the centerline of the dock. A standard disk, stamped "Y 255 1944". roRM 6e5A U.S. DEPARTMENT OF CDMMERDE (I-a-59) COAST AMD GEODETIC SURVEY RECOVERY NOTE, BENCH MARK PAGE NOR 20 42 WASH. APRIL 1972 'o RN 685A U.a. DEPARTMENT OF COMMERCE ~I-8-59) COAST AND GEODETIC SURVEY RECOVERY NOTE, BENCH MARK R Designation Tidal 81 (PSNY) RESEP 19y/ State Washington County Kitsap Nearest town Bremerton County Chief of Party Distance and direction from nearest town at Bremerton Recovery Date June 1949 Character of mark Stamping Established by Present condition Detailed report At Bremerton, Klteap County, at the Puget Sound Navy Yard, on the north side of Farragut Avenue, at the intersection of Warren Avenue, on the centerline of Warren Avenue, between Building 418 (Paint Shop) and Building 427 (Equipment Building, Transportation), and 4 feet south of the south faces of the bui ldinge. A Puget Sound Navy Yard brass plug, set in the top of a concrete post inside an iron manhole 0.7 foot in diameter. The word SURVEY is cast in the manhole cover. This mark was RESET in 1941. It is at the same location as 81 (PSNY) R and ie still so designated by the Navy Dept. Designation Tidal 2 State Washington County Kitsap Nearest town Bremerton County Chief of Party Distance and direction from nearest town at Bremerton Recovery Date June 1949 Character of mark Stamping Established by Present condition Detailed report At Bremerton, Kitsap County, at the Puget Sound Navy Yard, about 250 Peet south of building 418 (paint shop), on the west aide of the administration building, at the north end of drydock 2, 19.2 feet south and 30.2 feet east of a brass plate designating the centerline oY the dock, and in the curb.• A standard disk, stamped "2 1934 `~• ro RN 695A U. S. DEPARTMENT OF COMMERCE (I-8-591 COAST AND GEODETIC SURVEY RECOVERY NOTE, BENCH MARK Designation Tidal 73 (PSNY) State Washington County Kitsap Nearest town Bremerton County Chief of Party Distance and direction from nearest town at Bremerton Recovery Date July 194y Character of mark Stamping Established by Present condition Detailed report At Bremerton, Kitsap County, at the Puget Sound Navy Yard, at the southwest corner of drydock 2, 4.7 feet west and 50.5 Peet south oY the west corner of the steps leading down to the dock, in the top of the seawall, 1.9 feet north of the south edge, 1.8 Peet ,southeast of the northeast corner of the south- west iron plate, and 3.05 Peet west-southwest of a similar Navy plug. A Puget Sound Navy Yard brass plug. RN 695A U. S. DEPARTMENT OF COMMERCE (I-e-58) COAST AND GEODETIC SURVEY RECOVERY NOTE, BENCH MARK R Designation Tidal 9?+ (PSNY) State Washington County Kitsap Nearest town Brame;ton County Chief of Party Distance and direction from nearest town at Bremerton Recovery Date July 1949 Character of mark Stamping Established by Present condition Detailed report At Bremerton, Kitsap County, at the Puget Sound Navy Yard, at the northwest corner of the intersection of Farragut Avenue and I Street, 45 £eet east o£ the east edge o£ the west door of the joiner shop, 5.8 feet southwest of the west edge of the second door east of the southwest corner, 4.4 £eet south o£ the south face o£ the building, and about 1~2 foot lower than the sidewalk. 4 A puget Sound Navy Yard braes plug, set in the top of a concrete poet inside an 11i iron pipe with an iron cover marked "SURVEY". ro RN 6a5A U.a. DEPARTMENT OF COMMERCE (1-9.59) COAST AND GEODETIC SURVEY RECOVERY NOTE, BENCH MARK R Designation Tidal 3 State Washington County Kitsap Nearest town Bremerton County Chief of Party Distance and direction from nearest town at Bremerton Recovery Date June 1949 Character of mark Stamping Established by Present condition Detailed report At Bremerton. Kitsap County, at the Puget Sound Navy Yard, on Farragut Avenue, between the administration building and the pipe-and-copper shops at the east corner of the north end oY drydock 1, in the top of the dock wall, 1.2 £eet northeast of the northeast edge of the dock, and 34.5 Peet southeast of the north brass plate designating the centerline of the dock. A standard disk, stamped „3 i934N • VERTICAL CONTROL DATA U.S. DEPARTMENT OF COMMERCE by the NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL GEODETIC SURYEY NATIONAL OCEAN SURVEY SEA~LEVEL DATUM OF 1929 PAGE N0, 21 42 WASH. APRIL 1972 `o RB SSA U,S,D DEP ARTMENT OF COMMERCE C AST ANDGEOOETICSURVET DESCRIPTION OF BENCN MARK RECOVERY NOTE, BENCH MARK R Designation H 79 (USGS) state Washington county Kitsap Designation Tidal 4 State Washington County Kitsap Nearest town Bremerton county chief of party Nearest town Bremerton County Chief of Party Distance and airection Yrom nearest town at Bremerton reveling ante Distance and direction from nearest town at Bremerton Recovery Date June 1949 character of mark stamping Character of mark Stamping Established by Established by petaiiea aesc rapt ion At Bremerton, Ki tsap County, at the intersection of Sixth Present condition Street and Callow Avenue, 17.5 feet north oP the north curb oP Sixth Street, Detailed report At Bremerton. Kitsap County, at the Puget Sound Navv Yard on 11 £eet west of the west curb oY Callow Avenue, near the southeast corner of a , Farragut Avenue, south across the street from the copper shop (building 178), at th th Safeway store, and in the top oY the southeast corner of the concrete base oP s stamped "32 H 79 1941". standard disk ical Surve d States Geolo A U it t e nor end o£ drydock 3, 17 feet' east o£ the centerline, 4 7.7 feet west , y g . n e floodligh • of a point in line with the east wall, and in the top oY the dock wall. A atanderd disk, stamped "4 1934". July 1971 REPORT: Desc. should read. "Near the southeast corner of a DISCOUNT FABRIC STORE - - Concrete base of a - floodlight (now used as a signpost for street signs. oRm 6g5A U.a. DEPARTMENT OF COMMERCE I'_g~581 COAST AHD GEODETIC SURVEY RECOVERY NOTE, BENCH MARK R Designation Z 255= Tidal Mark State Wa~ehington County Kitsap N DESCRIPTION OF BENCH MARK earest town Bremerton County Chief of Party Distance and direction from nearest town at Bremerton Recovery Date June 1949 Character of mark Designation S 254 6tate Washington county Kitsap' Stamping ~ Established b Nearest town Bremerton county Chief of party y Present condition Distance and dlrectioa from nearest town gt $remerton Leveling date Detailed report At Bremerton, Kitaap County, at the Pu,¢et Sound Naw Yard at the Character of mark Stamping Established by , rear of building 290, 75 feet north of the northeast corner, 19 Peet east oP the Detailed description At Bremerton, Kiteap County, 0.5 mile northwest along State northeast corner oP a small electricians' building, and in the top of a concrete Highway 21 from the intersection of Sixth Street and Callow Avenue, at the inter- . ledge on a wall. A standard disk, stamped "Z 255 1944". section of Morgan Road, 160 Peet east oP the centerline of Morgan Road, 80.4 feet north oP the north edge oP the highway, 61.4 feet northeast oY the southeast corner of Shannons grocery and market, 54.4 feet west of the west aide of a Ra 6g5A U.a. DEP ARTMENT 'OF COMMER SerViCe station, 3.2 feet east of pole X 23N-11, and 1.7 Peet north oP a white CE II-a-~I COAST AND GEODETIC SURVEY wOOden witness post. A standard disk, stamped "S 254 1944" and set in the top RECOVERY NOTE, BENCH MARK D 1~ oY a concrete poet projecting 0.6 foot above ground. Designation Tidal 8 State Washington County Kitsap July 1971 REPORT: Descr, should read- 16 feet (not 160 feet) east of Nearest town Hremerton Count Y Chief of Party ~ the center line of Morgan Rd. ,- - - 61.4 feet NE of Distance and direction from nearest town at Bremerton Recovery Date June 1949 the SE corner of Arnoldts Home Furnishings - Character of mark Stamping flush with sur$aee of ground. Established by • Present condition Detailed report At Bremerton, Kitsap County, at the intersection of Washington Avenue and First Street at th th ( ) , e nor main entrance to the Navy Y.M.C.A., and U S 6 in the top of the west corner of the second step Prom the bottom. A standard oRN . g5A . DEPARTMENT OF COMMERCE (I-a-sal coASr AND GEOOerlc disk, stamped "8 1935"• suaveT RECOVERY NOTE, BENCH MARK R July 1971 REPORT: Change from "Navy YMCA" to "Armed Services YMCA" Designation T 254 State Washington County Kitsap Nearest town Bremerton County Chief of Party DESCRIPTION OF BENCH MARK Distance and direction from nearest town 1.1 miles northwest Recovery Date August 1952 Character of ma k r Stamping Designation Tidal 9 RESET 1947 state Washington county Hitsap Nearest town Bremerton c t Established by Present condition Searched Por but not recovered. There has been building construction oun y chief of party Distance and airection from nearest town at Bremerton Leve sing Gate July 1947 Detailed report in this area. ~ Character of mark Stamping 1.1 miles northwest along State Highway 21 from the intersection of Established by Sixth Street and Ca llw Avenue at Bremerton, ;Citsap County, at the junction oP a petalled aeacrlpt ion At Bremerton, Kitsap County, at the poet office at the Pacific tra do road, 63.2 feet north oP the north edge of the highway, 23 feet west oP the J Street entrance, and in the south end of the first (Lower) step. A standard disk " track road 46 feet east oP a ~ power po 1e, 7 Peet north of the bow of poles, and 1 , stamped NO 9 SUB 2 RESET." .9 Peet west oP a white wooden witness poet. A standard disk, stamped T 254 ' 1944" and set in the top oP a concrete poet projecting 0.6 Poot above ground. Recovered as Described July 1971 END OF THE SPUR LINE U.S. DEPARTMENT OF COMMERCE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL OCEAN SURVEY DESCRIPTION OF BENCB MARK Designation U 254 state Washington county Kitsap Nearest town Bremerton County Chief of Da rty Distance and direction from Dearest town 1.6 miles northwest Leveling date Character Of mark SteIDp ing Established by Detailed description 1.6 miles northwest along State Highway 21 from the intersection of Sixth Street and Callow Avenue at Bremerton, Kitsap County, at the intersection of Sherwood Drive, 54.4 feet east of the centerline of the drive, 23.9 feet north oY the north edge oY the highway, 55.2 feet southwest of the southwest corner of the Arsenal Way Super Market, 3.3 feet southeast of a power pole, and 2 feet west of a white wooden witness poet. A standard disk, stamped "U 254 1944" and set in the top of a concrete poet projecting 0.3 foot above ground. July 1971 REPORT: "Market now knows as K & F 16A food mart. DESCRIPTION OF BENCR MARK Designation AMMUNITION State Washington county Kitsap Nearest towD $remerton County Chief oY party Distance and direction from Dearest town 2.4 mi lee northwest Leveling date Character of mark stamping Established by petalled deacrl0tion 1.8 miles northwest along State Highway 21 from the intersection of Sixth Street and Callow Avenue at Bremerton, Kitsap County, thence 0.8 mile north along a road to Elwood; at Naval Ammunition Depot, on the west shore of Ostrich Bay, 316 feet north of the south fence of the Depot, 24 feet east of a steep bank, and do the top of a flat boulder. A standard triangulation-station disk, stamped "AMMCNITION 1935•" DESCRIPTION OF BENCH MARK Designation R.M. 1 AMMUNITION 6tate Washington county Kitsap Nearest town Bremerton County Chief of party Distance and direction Yrom nearest town 2.4 mi lee northwest Leveling date Character of mark 6tempiDg Established by Detailed description 1.8 mi lea northwest along State Highway 21 Yrom the intersectd~on of Sixth Street and Callow Avenue at Bremerton, Kitsap County, thence 0.8 mile north along a road to Elwood; at Naval Ammunition Depot, on the west shore of Ostrich Bay, 319 Peet north of the south fence of the depot, 9.9 feet east-northeast oY triangulation station ADAIUNITION~ and in the top of a flat boulder. A standard reference-mark disk, stamped "NO 1 1935•" The boulder can be moved by stepping on it. VERTICAL CONTROL DATA by the NATIONAL GEODETIC SURVEY SEA~LEVEL DATUM OF 1929 PAGE N0. 22 42 wnsH. APRIL 1972 DESCRIPTION OF BENCH MARK Designation R.M. 2 AMMUNITION state Washington county Kitsap Nearest town $remerton County Chief of party Distance and direction from nearest town 2.4 mi lee northwest Leveling date Character of mark Stamping Established by Detailed description 1.8 m11es northwest along ®tate highway 21 from the intersection of Sixth Street and Callow Avenue at Bremerton, Nitsap County, thence 0.8 mile north along a road to Elwood;~at Naval~unition Depot, on the west shore of Ostrich Bay, 297 feet north of the south Pence of the depot, 20 Peet south of triangulation station AMMUNITION, sail in the top of a round boulder. A standard reference-mark disk, stamped "NO 2 1935•" • DESCRIPTION OF BENCH MARK Designation A 256 state Washlrigton County Kiteap Nearest tom Naval AmldUnition Depot County Chief of party Distance and direction from nearest town at the depot Leveling date Character of mark Stamping Established by Detailed aeacriotion At Naval Ammunition Denot, Kiteap County, at the intersection of the northwest-and-southeast street and the street leading northeast to the administration building, 17 Peet southeast of the south corner of building 92, 5.8 feet southwest of the southwest edge of the steps leading to the building, and in the concrete retaining wall. A standard disk, stamped "A 256 1944." Recovered as Described July 1971 DESCRIPTION OF BENCB MARK Designation B 256 state Washington County Niteap Nearest town Nav81 AI®UnitiOn Depot County Chief of party Distance and direction from nearest town at the depot Leveling date Character of mark Stamping Established by Detailed aescript ion At Naval Ammunition Denot, Kitsap County, in the southeast Pace of building 68, 0.8 foot northeast of the south corner, 12 feet northwest of the northwest rail of a railroad track, and 1.7 feet above the ground. A standard disk, stamped "B 256 1944" and set vertically. . DESCRIPTION OF BENCB MARK Deelgnatioa C 256 state Washington County Kiteap Nearest town Naval Ammunition Depot County Chief of party Distance and direction Yrom nearest town gt the depot Leveling date Character of mark Stamping Established by Detailed description At Naval Ammunition Depot, Kitsap County, at building 85, 19.2 Peet north-northeast of the southeast corner, 9.6 Peet southeast of the south Pacing of the south door, in thr southeast corner of the loading platform, and 5 feet west of the west rail of a railroad track. A standard disk, stamped "c 256 1944". • i U.S. DEPARTMENT OF COMMERCE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL OCEAN SURVEY DESCRIPTION OF BE1VCd MARK VERTICAL CONTROL DATA by the NATIONAL GEODETIC SURYEY SEA~LEVEL DATUM OF 1929 Designation D 256 6tate Washington County Kitsap Nearest tows Naval Ammunition Depot County ~ Chief of party Distance and direction from nearest town at the depot Leveling date Character oY mark 6tamping established by Detailed description At Naval Ammunition Denot, Kitsap County, at building 104, in the south corner of the retaining wall, 2.3 Peet north of the south end, 24.5 Yeet northeast of the centerline oY the northwest-and-southeast road, and 13.8 feet west of the west rail of a railroad track. A standard disk, stamped "D 256 1944". . RN 6a5A U.S. DEPARTMENT OF COMMERCE (I-8• Shc COAST AND pEO DE TIC SU RVEV RECOVERY NOTE, BENCH MARK Designation W 254 State Washington County Kitsap t7 earest town Silverdale County Chie4 of Party ' listance and direction from nearest town 3.6 miles south Recovery Date 1954 ;haracter of mark Stamping established by Present condition Detailed report 3.6 miles south along State Highway 21 from the grade school at Silverdale, Kitsap County, at a railroad overpass, in the west faceof the west abutment, 1.2 feet north o£ the south end, 2.7 feet lower than the top oP the first step, and about 3 £eet above the highway. A standard disk, stamped "W 254 1944" and set vertically. ' The mark ie now right at the ground line of the fi11 for the railroad, and Puture settling or eliding may cover it. DESCRIPTION OF BENCH HARK PAGE N0. 23 42 WASH, APRIL 1972 Design at innTS 18.6 BM 18.12 state Washington county Kitsap Nearest town Silverdale County Chief of party Distance and direction from nearest town 3.6 miles aOUth Leveling date 3/15/61 character of mark Washington State Hwy, Dept. disk stamping TS 18.6 BIN 18.12 establishes by Washington State dwy. Hept. Detailed description 3,4 miles south along State Highway 21 from the grade school at Silverdale, 0.2 mile north of a railroad overpass and about 130 feet south of the function of the highway and the Erland Point Road, X3.9 feet west of the centerline of the highway, 12.2 feet northwest of a power pole marked SB-S ~/15, 19.4 feet south of the centerline of the east end of the driveway into Kougls Kourt and 33.0 feet north of the extension of the north fenceline of the Kitsap Golf and Country Club golf course. NOTE:- This mark was set to replace WW 254. _ R Recovered as Described August 1871 April 1868 REPORT: The Bremerton County Club requested the mark be - ` mov@d since' ~t-Z4otil& cbnfliet rovith-plans to construct an entrance road where the railroad overpass now exists. A new mark, W 254 RESET was established about 120 yds, south in Mr. E.L. Dobeas front yard. Disk was not removed from the overpass abutment. DESCRIPTION OF BENCH MARK Designation W 254 RESET 1968 State Washington CountyKitsap Nearest townSilverdale CountyKitsap Distance and direction from nearest town 3.8 m. S. $tam in W 254 RESET 1968 Character of mark Standard disk P g Established by N'. E. T. Detailed description The mark is 3.8 miles south of the Silverdale Grade School, 0.5 mile south of Chico Elementary School, 120 yards south of a railroad overpass (Bremerton Country Club plans to remove the overpass and construct an entrance road), on the front lawn at house No. 7827 State Highway 3• Mark is set in the northeast corner of a 4-foot square concrete we]1 casing which protects 6 inches above the ground, between three large cedar trees, 30 yards west of the highway, 22 yards east of the front of the house and ]1+ yards south of the driveway. The house is owned and occupied by Mr. E. L. Dobeas. Recovered as Described 1871 U.S. DEPARTMENT OF COMMERCE R 6aSA COAST ANO nEOOETIC SURVEY (8-e-551 RECOVERY NOTE, BENCH MARK Designation R 82 (USGS) State Washington County Kitsap N earest town Silverdale Cou my Kitsap June 195(1 ' Distance and direction from nearest town 2.4 miles south Character of mark A standard Geological Survey disk Stamping 35 H 82 1943 Established by U.S.Geological Survey Present condition good Detailed report About 2.4 miles south along State Highway 21 from the grade school at Silverdale, Kitsap Cotlnty~ at the Bi>d,yEa of Chico restaurant. 33 feet south of the southwest comer of the restaurant and 32.5 feet east of the ceater]3ne of the hightr~y, A standard United States Geological Survey disk stamped 35 H 82 ]:947. and set in a drill hole in a concrete slab which formerly tree abase for two gasoline pumps. Recovered as Described 1961 October RECOVERY NOTE, BENCH MARK R Designation X 254 stare Washington eonntr Kitsap Nearest taan Silverdale Described in 42 Wash. Chief of party Distance and direction enm nearest tDan 1.45 miles south ReDOVery gate March 1963 enaraaer Df mark Standard disk Established by(J$~(',$ Stamping,}( Q51} 19!}t{ nlaD Hari:antat =nnttDl paint Q Present =nnait;Dn Good Detailed report: Change Description: 1.45 miles south along State Highway 21 from the grade school at Silverdale, Kitsap County, at the Lytle residence, at the southeast corner of the lawn, 31 ,feet west of the centerline of the highway, 0.8 foot northeast o£ a Fence corner, 0.6 foot east of the fence. Set in the top of a concrete post protecting 0.6 foot above ground. U.S. DEPARTMENT OF COMMERCE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL OCEAN SURVEY am 565A U.S. DEPARTMENT OF COMMERCE (I-B-sal CDA ST AND GEODETIC SUAVEY RECOVERY NOTE, BENCH MARK VERT{CAL CONTROL DATA by the NATIONAL GEODETIC SURVEY SEA-LEVEL DATUM OF 1929 Designation ft 83 (iTSGS7 State Washington County Kitsap Nearest town Silverdale County Chief of Party Distance and direction from nearest town at Silverdale Recovery Date 1954 Character of mark Stamping Established by Present condition Not reocvered - probably lost. Detailed report At Silverdale, Kitsap County, 0.1 mile south along State Highway 21 from the grade school, at the junction of a side road leading east into the town, 37 feet north of the centerline of the side road, 25.6 feet east of the centerline of the highway, 4.6 feet east pf a north-and-south guard rail, and 1.4 Peet north of a white wooden witness poet: A United States Geological Survey standard disk, stamped "36 H 83 1941" and get in the top of a concrete post Flush with the ground. DESCRIPTION OF BENCH MARK Designation Y 254 State Washington County Kitsap Nearest town Silverdale Caunta Cbief of party Distance and direction from aeareat town 1 mile north Leveling date Character of mark Stamping Established by Detail ea description 1.0 mile north along State Highway 21 from the grade school at Silverdale, Kitsap County, at the junction of a private road leading east, opposite a large white barn, 48 feet east of the centerline of the highway, 17 Peet north of the centerline of the road, 1.3 feet west of a fence, and 2.1 feet South of a white wooden witness poet. A standard disk, stamped "Y 254 1944" and Set in the top of a concrete post projecting 0.5 foot above groumd. DESCRIPTION OF BEIVCB MARK Designation Z 254 6tate Washington County Kitsap Nearest town Silverdale County Chief oY Da rty DSStance and direction from peareat town 2 miles north Leveling date Character of mark StamDiug Established by Detailed description 2.0 miles north along State Highway 21 Prom the grade school at Silverdale, Kl tsap County, at the~junctioa of a side road leading east into a field, 52 feet east of the centerline of the highway, 15 feet south of the centerline of the side road, 7 feet south of the south gatepost, 1.5 Peet east oP the Yence, 2 Peet north of a white wooden witness poet, and about 8 Peet lower than the highway. A standard disk, stamped "z 254 1944" and set in the top of a concrete poet projecting 0.6 foot above ground. DESCRIPTION OF BE1VC6 MARK Designation H 84 (tJSGS) State Washington County Kitsap Nearest town Silverdale County Chiei of Da rty Distance and direction from aeareat town 2.5 miles north Leveling date Character of mark StemDing Eatabllahed by Detailed de,scsiptfon 2.5 milee north along State Highway 21 Prom the grade school at Silverdale, Kitsap County, at the junction of a dim road leading southwest, on the south elope of a hill, 24.2 feet east of the centerline of the highway, and 2.3 feet north of a white wooden witness poet. A United States Geological Survey standard disk, stamped "227 H 84 1941" and get in the top of a concrete poet Plush with the ground. PAGE N0, 24 42 WASH. APRIL 1972 DESCRIPTION OF BENCH MARK R Designation A 255 State Washington County Kitsap Nearest town Silverdale County Chief of Darty Distance and direction from nearest Lown 3.6 IDi lee north Leveling date Character of mark Stamping Establishetl by Detailed description 3.6 miles north along State Highway 21 from the grade school at Silverdale, Kitsap County, at the junction of a private road leading south- east, 33 feet southeast oP the centerline of the highway, 26 feet northeast of the centerline of the road, and 1.6 £eet southwest of a white wooden witness poet. A standard disk, stamped "A 255 1944" and set in the top of a concrete poet projecting 0.6 foot above ground. SPUR LINE NW TO BANGOR DESCRIPTION OF BENCH MF.RK Designation W 256 State Washington County Kitsap Nearest town Silverdale County Distance and direction from nearest town 4.3 m11es north Character of mark Stamping Established by Detailed description 3.8 miles north along State Highway 21 From the grade shhool at Silverdale, Kitsap County, thence 0.5 mile west along a county road; at a road intersection, 21 feet south of the centerline of the county road, 16 feet west of the centerline of the north-and-south road, at the northeast corner o£ a cemetery, 3.9 feet south of a fence corner, 1 foot east of the fence, and 2 Peet south of a white wooden witness post. A standard disk, stamped "W 256 1944" and set in the top of a concrete post projecting 0.6 Foot above ground. DESCRIPTION OF BENCH MARK Designation v 256 State Washington County Kitsap Nearest town Silverdale County Distance and direction from nearest town 5.2 miles north Character of mark Stamping Established by Detailed description 3.8 mi lea north along State Highway 21 from the grade school at Si lverd~ Ki tBap County, thence 1.4 miles west along a county road; at a road intersection, 29 Peet west of the centerline of the north-and-south road, 16.7 feet north oP the centerline oP the county road, 5.6 feet west-northwest of a power pole, 3 Peet north of a Yence corner, and 1.7 Peet south of a white wooden witness poet. A standard disk, stamped "v 256 1944" and set in the top of a concrete poet projecting 0.6 foot above ground. VERTICAL CONTROL DATA U.S. DEPARTMENT OF COMMERCE by the NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONA L G NATIONAL OCEAN SURVEY EODETIC SURVEY S EA~LEV EL DATUM OF 1929 , 7,~-TAesh. ~ DESIGNATION Q 256 STATE Washin ton COUNTY Kitsa DESIGNATION M 256 NEAREST TOWN Silverdale COUNTY Kitsa CHIEF OF PARTY C. S s NEAREST TOWN Silverdale ', DISTANCE AND DIRECTION. FROM NEAREST TOWN .$ miles north RECOVERY DATE Nov. 1 6 DISTANCE AND DIRECTION. FROM NEAREST TOWN 6.2 miles north ~,CHA RACTER OF MARK STAMPING CNA RgCT ER OF MARK i28cGS bench mark disk 2 6 1 C&GS bench mark disk ESTAB LISH ED BY PRESENT CONDITION ESTABLISHED BY DET AIL ED REPO RT pR35 mile northeast along State Highway 3 from Silverdale Grade School at Silverdale, thence 3.45 miles north along Clear Creek Road, 0,2 mile north of the junction of Luoto Road east, 29 feet east of the center • line of the road, in the top of a 5- by 10-foot granite outcrop projecting about 2 feet above the ground, 5.7 Feet west of a fence, 5.4 feet south of a witness post, and about 3 feet higher than the road. OESIG NATION p 256. STATE COzNwas~. R Washington Kitsa NEAREST TOWN COUNTY CHIEF OF PARTY Silverdale Sitsa C DISTANCE AND DIRECTION. FROM NEAREST TOWN ~ RECOVERY DATE 4.25 miles north Nov 1 6 CHARACT £R OF MARK STAMPING ~- C&GS bench mark disk p 2 6 :ESTABLISHED BY PRESENT CONDITION C&GS Good DET AIL ED RE PO RT 0,35 mile northeast along State Highway 3 from Silverdale Grade School at Silverdale, thence 3.9 miles north along Clear Creek Road, at the intersection of driveways, 23 feet east of the center line of the road, 45 feet north of the center line of the driveway east, 20 feet north of the center line of the driveway west, 6.5 feet west of a fence, 2~ feet north of a telephone pole, 1,0 foot south of a witness post, about level with the road, and set in the top of a concrete post flush with the ground. ~DESIG NATION N 256 STATE 42 wa Shs - R I Washin ton co°NTY Kitsa NEAREST TOWN COUNTY CHIEF OF PARTY Silverdale Kitsa C. S s _ DISTANCE AND DIRECTION FROM NEAREST TOWN RECOVERY GATE 5.3 miles north Nov. 1 6 ~CHA RACTER OF MARK STAMPING ~- C&GS bench mark disk .,,-~ ,,,, , r AIL ED REPORT 0.35 mile northeast alon State Hi y School .at Silverdale thence g ~~ 3 from Silverdale Grade mile north of the junction of4PalaulRoadnwest,aat~theljunctionkofogd, 0,1 drivewayT west, 34 £eet west of the center line of the road, 20 feet north of the center line of the driveway, 44 feet northeast of the north end of a gate, 1.6 feet east of a fence, 3.5 feet south of a witness post, about 1 foot lower than the road, and set in the top of a concrete post pro- jecting 0,1 foob above the ground. PAGE N0, 25 42 WASH APRIL 1972 _ ~,~ wash. R Washington COUNTY Kitsap _ CNIEF OF PARTY Kitsa C. S a _ RECOVERY GATE Nov. 1965 DET AIL ED RE PORT 0.35 mile northeast along State Highway 3 from Silverdale Grade. School at Silverdale, thence 5,$5 miles north along Clear Creek Road, at the junction of a driveway east and the junction of Tinian Road west through gate 10, 29 feet east of the center line of Clear Creek Road, 14 feet north of the center. line of the driveway, 3~ feet east of a telephone Bole, 1.0 foot west of a fence, 1.0 foot north of a witness post, about 1~ feet higher than the road, and set in the top of a concrete post pro- jecting 0.1 foot above the ground. U.a. DEPAgTMENT OF CDMMERCE COA tT AND GE00[TIC SURVEY RECOVERY N07E, BENCH MARK R Designation L 256 (USN) State Washington County Kitsap Nearest town Silverdale County Chief of Party Distance and direction from nearest town 8.3 miles north and west Recovery Data June 1552 Character of mark $tampina Established by Present condition Searched for but not recovered. 'Detailed report 8.3 miles north and west of Silverdale, Kitsap County, 0.1 mile west of the intersection of a north-and-south county road, 101 feet east of the fourth dole west of the intersection„ on the centerline of the gravel road, 12 feet north of the right-of-way fence, 25.6 feet southeast o£ a white wooden witness post, and 0.2 foot below the road surface. A brass plug, stamped "L 256 1944 USN MAG AREA" and set in the top of a concrete post. NOTE.-- Thia bench mark may be reached from the. grade school at Silverdale ~, by going 3.8 miles north along State Highway 21, thence along county roads 1.4 mi lea west, 3.0 miles north, and 0.1 mile west. 4.e wasn+ R O ESIG NATION ,I 256 STATE Washington couNTV Kitsa NEAREST TOWN COUNTY CHIEF OF PARTY Silverdale Kitsa C. S s _ DISTANCE AND DIR EG TION FROM NEAREST TOWN RECOVERY DATE 10.2 miles northwest NOY, 1965 C&GS bench mark disk ESTABLISHED BY G~ PRESENT CONDITION DETAILED REPO~RGJA thorough search was made forothiscmarkebutnithwasdnot recovered. ORIGINAL DESCRIPTION 10.2 miles north and west o Si verdale, a Mason, on the west slope of a hill at the top of a bluff, 64.5 feet south of the southeast corner of a brick building, 63.7 feet southeast of the southwest brick corner pillar, and 1.9 feet north of a white wooden witness post. Set in the top of a concrete post projecting 0.1 foot above ground. NOTE.-- This bench mark may be reached from the grade school at Silver- dale by going 3•$ miles north along State Highway 21, thence along county '.roads 1.4 miles west, 3.0 miles north„ and 2.0 miles west and northwest. U.S. DEPARTMENT OF COMMERCE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL OCEAN SURVEY DESCRIPTION OF BENCH MARK Designation F 410 state Washington coanty Kitsap Nearest town Silverdale county Kitsap Chief of party C, S a Distance and direction from nearest town 6 $ miles north Leveling date Nov.~1965 character oY mark C&G$ bench mark disk stamping F 410 1965 Established by C&G$ Detailed description 0.35 mile northeast along State Highway 3 from Silverdale Grade School at Silverdale, thence 5.$5 miles north along Clear Creek Road, thence 0,6 mile west along Tinian Road, O.b mile west of gate 10, at Bangor Naval Ammunition Depot, at the crossing o£ a railroad track, in the top of the north end of the west concrete head wall o£ a 36-inch pipe culvert under the railroad, 17 feet south of the center line of the road, 43 west of the extended center line of a graveled road north, 9.6 feet west of the west rail, and about level with the road. DESCRIPTION OF BENCH MARK Designation G 410 state Washington connty Ritsap Nearest town Silverdale connty Kitsap Chief oP party 0, Symns Distance and direction from nearest town 7 55 IDileB north Leveling date Nov• 1965 character of mark C&GS bench mark disk stamping G 410 1965 Establishetl by (,'~(,'S` Detailed description G~35 mile northeast along State Highway 3 from Silverdale Grade School at Silverdale, thence 5.85 miles north along Clear Creek Road, thence 1.35 mile west and northwest along Tinian Road, at Bangor Naval Ammunition Depot, at the intersection o£ Sicard Road, 321 feet north of the center line of Tinian Road, 99 feet east of the center line of Sicard Road, 1~ feet east of a power pole with a guy wire, 1.3 feet west of a witness post, about # foot lower than the road, and set in the top o£ a concrete post projecting 0.3 foot above the ground. DESCRIPTION OF BENCH MARK Designation TfiDAL 1 state Washington county Kitsap Nearest town Silverdale connty Kitsap chief of parer C. Sympts Distance and tlirectlon from nearest town $.G5 miles northwest Leveling date NOV. 1965 character of mark C&GS bench mark disk stamping 1 1946 Established by ~C,$ Detailed description 0.35 mile northeast along State Highway 3 from Silverdale Grade School at Silverdale, thence 5.85 miles north along Clear Creek Road, thence 1.85 miles northwest along Tinian Road, at Bangor Naval Ammunition Depot, at Bangor U.S. Navy Magazine Dock on Hood Canal, in the top of the west end of the north concrete curb of a small concrete bridge approach to the dock, 8.4 feet southeast of the southeast corner o£ building No. 177, and about ~ foot higher than t he road. VERTICAL CONTROL DATA by the NATIONAL GEODETIC SURVEY SEA~LEVEL DATVM OF 1929 PAGE N0. 2B 42 WASH APRIL 1972 SPUR LINE TO NAVAL TORPEDO STATION AT KEYPORT DESCRIPTION OF BENCN MARK Designation B 255=L4 - B2 (USE) state Washington coanty I(itsap Nearest town Silverdale County Chief of party Distance and direction from nearest town 4.2 m11es north Leveling date Character of mark stamping Established by • Detailed aescriptiom 4.2 miles north along State Highway 21 from the grade school at Silverdale, Kitsap County, 0.2 mile south of a fork in the highway, 0.1 mile south of the junction oP a road leading west to Bangor, 50.8 feet west of the centerline of the highway, 46.8 feet north-northeast of the northeast corner of a house, and 1.3 Peet east of a white wooden witness post. A Corps of Engineers, U.S. Army, standard disk, stamped "B 255 1944" and set in the top of a concrete post projecting 0.2 foot above ground. DESCRIPTION OF BENCH MARK Designation C 255 State Washington County Kitsap Nearest town Keyport County Chief of party Distance and direction from nearest town 1.4 miles west Leveling date Character of mark Stamping Established by Detailed description 1.4 miles west along State Highway 21 from the main entrance to the Naval Torpedo Station at Kevnort, Kitsap County, at the junction of a private road leading northeast, 76.4 feet northeast o£ the centerline of the highway, 19.6 feet northwest of the centerline of the road, 9.8 feet south of a large 'twin oak tree, and 1.6 feet southwest o£ a white wooden witness post. A standard disk, stamped "C 255 1944" and set in the top o£ a concrete poet project- ing 0.6 foot above ground. DESCRIPTION OF BENCH MARK Designatlon H $6 (USGS) ~ 6tate Washington County Kitsap Nearest town Keyport County Chief of Darty Distance and direction from nearest town 0.4 mile southwest Leveling date Character oP mark Stamping Established by Detailed description 0.4 mile southwest along State Highway 21 £rom the main entrance to the Naval Torpedo Station at Kevoort, Kitsap County, at the intersection of State Highway 21 B, 66.6 Peet southwest of the centerline of State Highway 21 B, 45.4 feet eoutheast of the centerline of State Highway 21, 13.6 Peet northeast oP the centerline of a private road leading eoutheast to the Hoff residence, 6 Peet northwest of s Pence, and 1.4 feet northeast of a white wooden witness poet. A United States Geological Survey standard disk, stamped "23 H 86 1941" and set in thetop of a concrete poet projecting 0.2 foot above ground. END OF THE SPUR LINE • U.S. DEPARTMENT OF COMMERCE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL OCEAN SURVEY DESCRIPTION OF BENCH MARK VERTICAL CONTROL DATA by the NATIONAL GEODETIC SURVEY S EA~LEVEL DATUM OF 1929 Designation E 255 state Washington county Ki tsap Nearest town Neyport County Chief of party Distance and direction from nearest town at KeypOrt Leveling date Character of mark Stamping Established Dy Detailed tlesc ription At Kevport, Kitsap County, at the main entrance to the Naval Torpedo Station, at the north entrance to the guardhouse, in the east corner of the concrete step, 6.2 feet east-northeast of the east door Pacing, 2.4 Peet north of the north face oP the building, and 6.6 feet south oP the south curb of First Street. A etandand disk, stamped "E 255 1944". DESCRIPTION OF BENCN MARK Designation 3 (,USN) state Washington county Kitsap Nearest town Keyport County Chief of party Distance and direction from nearest town at Keyport Leveling date Character of mark Stamping Estebllshed by Detailed description At Keyport, Kitsap Cpunty, at the Naval Torpedo Station, at the center of the intersection of First and B Streets, and in a cast-iron manhole A copper bolt. DESCRIPTION OF BENCB MARK Designation 4 (USN) State Washington County I{i tsap Nearest town Keyport County Chief of Da rty Distance and direction from nearest town at Keyport Leveling date Character of mark Stamping Establlshetl by Detailed description At Xewort, Kitsap County, at the Naval Torpedo Station, at the centerline oP 8 Street, 422 feet south of the centerline oP First Street, and in an 8-inch manhole. A copper bolt. DESCRIPTION OF BENCR MARK Designation F 256 state Washington county Kltsap Nearest town Keyport County Ch Sef of party Distance aptl direction from nearest town at Ke Ott yP Leveling date Character of mark Stamping Estehllshed by Detailed desc rlDtion At Kewort, Kitsap County, at the Naval Tornedo Station, on the top of a hi 11, at water tower 18, in the east aide oP the concrete base oP the northeast leg, 21.8 feet northeast of the central pipe, and level with the ground. A standard disk, stamped "F 256 1944". DESCRIPTION OF BE]VCd MARK PAGE N0. 27 42 WASH. APRIL 1972 Designation 2 (USN) state Washington county Kitsap Nearest town KeypOrt County ChleY of party Distance and direction from nearest town at Keyport Leveling date Character of mark Stamping Established by Detailed aescript ion At Keyport, $itsap C,?unty, at the Naval Torpedo Station, at the intersection of the centerlines oP First Street, C Street, and pier 2, and in a manhole. A copper bolt. DESCRIPTION OF BENCB MARK Designation 1 (~) state Washington county Kitsap Neatest Lown Keyport County ChieY of pasty Distance and direction from nearest Lown at KeypOrt Leveling date Character of mark 6tamp ing Established by Detailed description At Kevnort. Kitsap County, at the Naval Torpedo Station, at the intersection o£ the centerlines oP D Street and pier 2, and in a manhole. A copper bolt. DESCRIPTION OF BENCB MARK Designation LONGMIRE 2 State Washington County Ki teap Nearest town KeypOrt County Chief of party Distance and direction from nearest tows at KeypOrt Leveling date Character of mark Stemping Established by Detailed description At Keyport, Kitaap County, at the Naval Tox edo Station, about 500 feet northwest along the shore Prom a dock lea ing northeast into the bay, and 19 feet northeast oP the northeast end of a vertical bank. A standard triangulation-station disk, stamped "IANGMIRE 2.1934" and set in the top oP a concrete poet projecting l foot above ground. DESCRIPTION OF BENCR MARK Designation R.M. LONGM7RE 2 state Washington county Kitsap Nearest town 1CeypOrt County Chief of party Distance and direction from nearest tom at Keyport Leveling date Character of mark StemDing Established by Detail etl descriptiom At Keyport, Ki teap County, at the Naval Torpedo Station, about~600 Peet northwest along the shore from a dock leading northeast into the bay, 95.5 feet northeast of triangulation station LONGMIRE 2, 57 Peet north of the north edge of a 10-foot bank, and in the top oP a boulder. A standard rePereace disk, stamped "LONGMIRE 2 1934"• U.S. DEPARTMENT OF COMMERCE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL OCEAN SURVEY DESCRIPTION OF BENCB MARK VERTICAL CONTROL DATA by the NATIONAL GEODETIC SURVEY S EA~LEVEL DATUM OF 1929 Designation E 256 6tate Washington CDUnty Kitsap Nearest town Keyport County Chief of party Distance and direction from nearest town At KeypOrt Leveling date Charadter of mark. StemDing Established by Detailea aescription At Kewort, Kitsap County, at the Naval Torpedo Station, 31.7 feet west-northwest of the ,northeast corner of the power house, 3.6 feet south of the southwest corner of the east shed of building 1, in the east Pace oP the smoke stack, and 4.7 feet above the concrete slab. A standard disk, stamped "E 256 1944" and set vertical'jy. DESCRIPTION OF BENCR MARK Designation (,' 256 state Washington county Kiteap Nearest tows Keyport County Chief of party Distance sad direction from nearest town at Keyport Leveling date Character of mark Stamping Established by ' Detailed description At Keyport, Ki tsap County, at the Naval Tornedo Station, at the intersection of Fourth and E Streets, in the south face oP building 82, 1.8 Peet east of the southwest corner, and 4.9 feet above the concrete slab. A standard disk, stamped "G 256 1944" and set vertically. DESCRIPTION OF BENCB MARK Designation 5 (USN) state Washington county Kitsap Nearest town Keyport county chief of party Distance and direction from nearest town at Keyport Leveling date Character of mark Stamping 6stabliahed by Detail ed aescription At Keyport, Kitsap County, at the Naval Tornedo Station, at the center of the intersection of. Fpurth and C Streeke, and in a manhole. A copper bolt. DESCRIPTION OF BENCB MARK Designation 6 (USN) State Washington Couuty Kiteap Nearest town Keyport county chief of party Distance and direction from nearest town at Keyport Leveling date Character oY mark Stamping Batablished by Detailea description At Keyport, Kitsap Country, at the Naval Torpedo Station, at the foot of Radio Hill, on the upgrade lane of the Radio Hill drive, in line with the Southeast curb ofthe downgrade lane, 1k.8 feet northeast of the west end of a 12-inch pipe-culvert, and in a manhole. A copper bolt. DESCRIPTION OF BENCB MARK PAGE N0. 2$ 42 wnsx. APRIL 1972 Designation RADIO (USNTS) State Washington county Kitsap_ Nearest town Keyport County Chief of party Distance and direction from nearest town at KeypOrt Leveling date Character of mark StampinH Established b9 Detailed description At Keyport, Kitsap County, at the Naval Torpedo Station, in an open lawn near the summit oY Radio Hill, 22 feet south of the centerline of the Radio Hill road, 90.7 feet south of the southeast corner of quarters H, 48.7 feet south of the southwest corner of the fence around the tennis court, 36.5 feet southwest of afire hydrant, 24.3 feet east of the north post of a swing, and 7.7 feet southeast of the southeast zorner of a manhole. A plain bronze disk, ' stamped "RADIO 1944" and set in the top of a concrete post flush with the ground. END OF THE SPUR LINE TO KEYPORT LOOP THROUGH POULSBO AND WINSLOW BACK TO PUGET SOUND NAVAL STATION ANNEX DESCRIPTION OF BENCR MARK Designation V 254 State Washington County Kitsap Nearest town Silverdale County Chief of party Distance and direction from nearest town 5.4 IDi lee north Leveling date Character of mark Stamping Established by Detailed description 5.4 miles north along State Highway 21 Prom the grade school at Silverdale, Kitsap County, at the ,junction of a private road, 43.9 feet west of the centerline oP the highway, 12 feet north o£ the centerline of the private road, near the southeast corner of a lawn, 2.8 feet South of a pole, and 2 Peet north of a white wooden witness post. A standard disk, stamped „~ 254 1944." U.a. DEPARTMENT OF COMMERCE iRM 6agA CDgaT qND GEODETIC SURVEY I- a- 55 RECOVERY NOTE, BENCH MARK R Designation H 91 (UPS) State Viashingtgn County Kiteap Nearest town poulebo County Kit esp November .1x56 Distance and direction from nearest town 2.4 miles west Character of mark Hronze di ek Stamping H 91 204 1941 Established by U.S. Geological Survey Present condition Good Detailed report 1.0 mile north~elong dl~d State xigbway 21A Prom the post office at Poulsbo, thence 1.4 miles south along State Highway 21, at a driveway leading Beat, 53 Peet north oP power line pole H2 11/16, 40 feet east oP the center line of the highway, 25.4 Paet southwest of the southwest roraer of a concrete water box which prole cta 3 Peet above the ground, 12 Peet north of the center line of the driveway, 1.9 feet west of a fence, 1.6 feet south oP a witness post, about level with the highway, and set in the Lop of a ocncrete post protecting 0.2 foot above the ground. • • • U.S. DEPARTMENT OF COMMERCE NATIONAL OCEANIC AND ATMOSPHER{C ADMINISTRATION NATIONAL OCEAN SURVEY te U. S. DEPARTMENT OF COMMERCE OaM wSA CO.sT AND GEODETIC SDRVET (a-8-55) RECOVERY NOTE, BENCH MARK VERTICAL CONTROL DATA by the NATIONAL GEODETIC SURVEY SEA~LEVEL DATUM OF 1929 Deslgnation T 256 State Wasiington County Kitsap Nearest town Poulsbo County Kitsap Nove;alaar 1956 Distance and direction from nearest town 1.5 miles west Character of mark Bronze disk Stamping T 256 ?.9~ Established by Coast & Geodetic Survey Present condition Not recovered on this date Detailed report A thorough search was made for this mark but it was not recovered. The mark is believed to be under a fill. At thz junction of a iiricate rood leading east, 48.3 feet eal;t of the czrtarl`u:e of rho highway, 7.8 feet south cf thr, centarlili,°. of thy. rond, ?.fR feet southwest a.^' thz sou+.Y, gstepast. 1.5 feat nest of a f::ncs, rnd 1.1, feet north oP a uhita wooden witness post. Sat in the top of a concretz r:o:,t projectiTr, U.6 foot above ~routxi. EOaM 6aaA U-5. DEPARTMENT OF COMMERCE (8-8-55) co.sT nrvD GEODETIC SDavEv RECOVERY NOTE, BENCH MARK R R Deslgnation II 256=L4-ffi (USE) State Washington County Kitsap Nearest town poul ebo ~ County Kitsap October ;956 Distance and direction from nearest town 1.0 mile northwest Character of mark Bronze disk Stamping II 256 1944 Established by Corps oP Engineers II.S. Amy Present condition Goo3 Detailed report 1.0 mils northwest along old State ilighwny ?7.A Pran the post of£See at Poulsbo, in R].E T26D7 S15, at the 'TY^ junction o£ State Highway 21, aL a RSehPield service station, in the top of the south end of a concrete Ssland aupportinF; the gasoline pumps, 51 Pect west oP the center line oP State Highway 21, 13.3 Peet east oP the southeast corner oP the station building, and about level with rho highway. July 1962 REPORT: A new service station is being constructed to the south of this one and when it is completed the pump island and the mark will be destroyed. A new mark U 256 RESET 1962, was set in the north end of the pump islaxld at the new service station. DESCRIPTION OF BENCN MARK Designat lop U 256 RESET 1962 state Washington county Kitsap Nearest town POU1St70 County Caief of Da rLY Distance and direction from nearest towD0,9 mile north Leveling sate 7-26-62 Character of mark a standard disk stamping U 256 RESET 1962 Establisnea ty USC&GS Detailed descrlDtion This mark can be reached from The First National. Bank Building in Poulsbo by going northerly on 1st Ave. for 0.9 mile, keep left fork 0.2 mile to State Highway 21. Turn left and go southerly about 200 feet to the Richfield Service Station on the right and the mark in the northern end of the pump island. PAGE NO. 29 42 WASH. APRIL 1972 U. a. DEPARTMENT OF COMIdERCE ~' CMST anD GEODETIC SURVEY s~~5ak R RECOVERY NOTE, BENCH MARK Designation H 92 (U:S.G.S.) State Washington County Kitsap trie-zrest tawNN Poulsbo County Kitssp C:+ntanae :3r,r1' ~lil.leRkiimn~ fimm~ n~mst town 1.0 mile northwa et Octnber 1556 tLlVamaeter• uE nRa~nk: Hronze disk Stamping S S H 92 1941 E'stadDJislired'by U.S. Ge ologiaal Survey P'rasent EamdiiSaRU Good Daeta+d'erE Fepottt 1.0 mile northwest along old State Highway 21A from the poet office at Poulabo, in RL T26N 515, at Lhe east point of a triangle formed by old State Highway 21A, Stets Highway 21.ead a cutoff mad, 150 Peet east oP the center line oP State Highway 21, 37 feet south of the center line oP the old highway, 37 Peet north oP the center line of the cutoff road, 11.0 feet southwest of the northwe at concrete poet supporting a guardrailing, 9.7 feet northwest of the southwest concrete post support- ing the guardrailing, about level with Lhe road, and net in the top of a concrete post Plush with the ground. NOTE: This mark is in the center of the cutoPP road and is being ntn over by traPPic. U.S. DEPARTMENT OF CDMMERLE DRM aBSA C011T •ND GEODETIC fDRVEY B-B-551 RECOVERY NOTE, BENCH MARK R Deslgnation VIEW R.LR^. 1 State Washington County Kitsap Nearest town Poulsbo County Kitsap Distance and direction from nearest town OLtober 1956 At Poul ebo Character of mark Bronze rofaranee mark disk Stamping VIEW 1 1934 Established by Coast & Geodetic Survey Present condition Good Detailed report At Poulsbo, in R1E T26N 523, in the yard o£ the Grnndview Hotel, 96.9 feet northwest oP the west corner oP the hotel, 26.0 Peet east oP °VIEW^ triangulation station, 7.5 Peet southwest of the southwest.aide of a storage shed, and net in the top oP a concrete post projecting 1.0 foot above the ground. 1969 REPORT: The mark will be destroyed when the bluff is lowered DESCRIPTION OF BENCH MARK Designation VIEW 2. Rll72 State Washington Couhty Kitsap Nearest town $oulebo County Kitsap Distance and direction from nearest town At Poulabo Character of mark Reference mark disk Stamping VIEW y NO 2 1969 Established byN.E.T. Detailed descriptionThe mark is in the northern corner of the municipal parking lot at Poulabo, 35 yards aouthxeat of the intersection of let Avenue and Jensen Way, set in the concrete sidewalk behind The Brothers Hardware Store, at the point where the sidewalk cogs northwest, 9 feet west of the south corner of the store and 1 foot nortliea6t of the southwest edge of the sidewalk. U.S. DEPARTMENT OF COMMERCE NATIONAL QCEANIC AND ATMOSPHERIC AOMINISiRAT10N NATIONAL OCEAN SURVEY U.9. DEPARTMENT OF COMMERCE 9B6A eDART AND a,eooenG SW V[Y ;BR B.59) RECOVERY NOTE, BENCH MARK R Designation 41EW State Washington County Kitsap Nearest town Poulsbo County Bitsap October 1956 Distance and direction from nearest town At Poulsbo Character of mark Bronze triangulation station disk Stamping VZEN 1934 Established by Coast & Geodetic Survey Present condition Good Detailed report kt Poulsbo, in R1E T26N 523, at the west end of the Grandview Hotel lawn, 118.0 feet northwest oP the west corner of the hotel, 60 feet southwest oP the center line of 1st Avenue, 26.0 feet west oP reference mark 1, 11.1 feet southeast of the south corner of a cone rata block building, 3~ Peet northeast of the edge of a bluff, and set in the top of a concrete poet 0.2 foot underground. 1969 REPORT: The mark will be destroyed when the bluff is lowered. DESCRIPTION OF BENCH MARK DesignationVlEW 2 ~ StateWaehington County Kitsap NearesttownAt Poulsbo CountyKitaap Distance and direction from nearest town Character~ef marltrisngulation atetion disk Stamping VIF.'W 2 1969 Established by p.g,T,, Detailed descriptionTriengulation station disk stamped VIEW 2 1969 ie in the•northern corner ~of the municipal parking lot at Poalabo, 45 yards southwest of the intersection of 1st Avenue and Jensen Way, 65.3 feet northeeat of the western corner of tho First National Hank Building, 42.9 feet southxest of the southern corner of The Brothers Hardware Store, 6.1 feet south of a '4-hour parking' sign and 2.3 feet southeast of the north- xest edge of the sidewalk. The disk is net flush xith the surface of the sidewalk. U.a. DEPARTMENT OF COiAMERCE "ORM BBEA COAST ANO GEODETIC SURVEY !e•e_ssi R RECOVERY NOTE, BENCH MARK Designation TIDAL 1 State VJaehiggton County Kitsap Nearest town Poulsbo County Bitsap October 1956 Distance and direction from nearest town pt po~labo Character of mark Hronze disk Stamping NO 1 1934 Established by Coast & Geodetic Survey Present condition Good Detailed report At Poulsbo, in R1E T26N S23, west across the street free the Olympia Hotel, at the southeast corner of Young•e service station and garage, in tho top of a concrete block footing supporting a pillar, 23~ feet west of the center line of the street, 15.3 feet east of the southeast corner of the building, 3.2 feet south oP the southeast corner oP a c wlcrete pillar supporting the roof, about level with the etxeet, sad 0,2 Poot undergrrn:nd. VERTICAL CONTROL DATA by the NATIONAL GEODETIC SURVEY SEA-LEVEL DATUM OF 1929 PAGE N0. 30 42 WASH. APRIL 1972 U.a. DEPARTMENT OF COMAERCE YNV ~a~ COAST ANO GEODETIC SURVEY I-B_ssl R RECOVERY NOTE, BENCH MARK ' Deslgnatiorr TIDAL 2 State Washington County Kitsap NexresC town Poulsbo County Kitsap October 1956 D^vtance and d7reltion from nearest town At Poulsbo Cfuracter of mark Bronze disk Stamping N021934 Established by Coast & Geodetic Survey Present wndition Good petaiied report AL Poulsbo, in R1E T26N 523, at the west aide of Young's Block building, in the top of a concrete pillar At the approaimate center of the wart troll o.* the building, 51.6 foot north of the southwest corner of the building, 42.5 feet south of the northwest corner, and abort 3~ feet higher then the beach. NC17S: It was reported that this mark will be covered by a 2-toot f111 at a later date. U.9. DEPARTMENT OF COMMERCE ~DRM 98SA COAST ANO GEODETIC SURVET 19.9-59) ~ ' RECOVERY NOTE, BENCH MARK R Designation TIDAL 3 State 7Paahingtoa County Kitsap Nearest town poulabo County Kitsap Oczob=r 1.955 Distance and direction from nearest town At Poul sbo Character of mark Bronze dlak Stamping NC 3 1934 Established by Coast & Geodetic Survey Present condition GooB Detailed report At Poulsbo, on the beach, under the wooden floor oP a concrete building, in the top oP an old concrete foundation flush with the ground, 36.0 feet north of the northwest corner of Young's Block building, 6.3 feet north of the northeast corner of the third concrete p111ar north of the south end of the building, and 3 feet we at of a point in line with the west wail of Yoang•a Block building. NP.'9': It was reported that this mal'.c will be covered by a 2-foot fill at a later date. DESCRIPTION OF BENCH MARK Designation A 351 State Washington County Bitsap Nearest town Poulsbo County K~teap Distance and direction from nearest town At Poulsbo ', Character of mark Brava disk Stamping A 351 1956 - Established by Coast &, Geodetic Survey Detailed description 0.1 mile south along 5th Avenue Pran the Poulsbo Grade School, thence 0.05 mile east along Hoetmark Street, is R1E T26N 523, at the intersection of Hoatmerk '~ Street and State~Highway 21A, 8L4 Peet northeast oP the northeast corner oP the Poulsbo Plumting and Electric building, 69~ fast Routh of the center line of the street, 67~ feet west of the center line oP the highway, 26~ feet east of the center line of a paved driveway, about level with the highwsy, and set in the top.of a coaczete post ii prciecting 0.2 foot above the ground. • • U.S. DEPARTMENT OF COMMERCE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL OCEAN SURVEY DESCRIPTION OF BENCH MARK VERTICAL CONTROL DATA by the NATIONAL GEODETIC SURVEY SEA~LEVEL DATUM OF 1929 Designation H 351 State Washington County Kitsap Nearest town poulabo County Kitsap Distance and direction from nearest town 0.9 mile southeast Character of mark Braes disk Stamping B 351. 1956 Established by Coast & Geodetic Survey Detailed description 0.1 mile south along 5th Avenue Prom the Poulabo Grade School at Poulabo, thence 0.1 mile east along Eostmark Street, thence 0.7 mile southeast along State Highway 21A~ in RLE T26N 523, at Lhe west end of %r road aide part. on Lhe south side of the highway, 63 Peet south of the center line oP the highway, 33 Peet sauthxe st of the center line oP the west entrar.~^.e to Lhe park, 1.9 Yeet higher than the highway, and satin tho top of a concrete poet protesting 0.4 £oot above the ground, DESCRIPTION OF BENCH MARK Designation 0351 ~ State Washington County Kitsa Nearest town poulabo County Kitsap P Distance and direction from nearest town 1.8 miles southeast Character of mark Brass disk Stamping C 351 1956 Established by Coast F: Geodetic Survey Detailed description 0.1 mile south along 5th Avanua from the Poulabo Grade-SChooi at Poulabo, thence 0.1 mile east alone, Hoatmark Street, thence 1.6 miles southeast along State Highway 21A~ in RL T26N 525, at the "T^ Junction of a paved mad leading south to Lemolo, S4 feet northwest of the center 11ae of the paved mad, 551 feet southwest of the center line of the highway, 4 felt northeF.st of a power line pole, 1,6 Peet south oP a witness post, about 3 feet higher than the highway, and set in the top oP a concrete post protecting 0.4 Pool above the ground, DESCRIPTION OF BENCH MARK PAGE NO. 31 42 WASH, APRIL 1972 Designation E 351 State Washington County Kitaa Nearest town Agate Peas Bridge County gltsap p Distance and direction from nearest town 0.8 m11e vast Character of mark Brass disk Stamping E 351 1956 Established by Coast & Geodetic Survey Detailed description 0.8 mile west along State Highway 21A from the northwest end of the Agate Pass Bridge, in A2E T26N 529, 0,15 mile eouthwe at of the intersection of a paved mad leading southeast Lo Sandy Hook end a dirt road leading northwe at, 38~y feet southeast of Lhe center line of the highway, 9~ feet northwest of power line pole B-1-B 2/3 with a guy wire, 2.2 feet west of a witne sa poet, about 2 feet higher than the highway, and set Sa the top oP a coat rate post protecting 0.4 foot above the ground. , DESCRIPTION OF BENCH MARK Designation F 351 State Washington County Kitsap Nearest town Agate Pass BMdge County Kitsap Distance and direction from nearest town At Agate Pasa Bridge Character of mark Brass disk Stamping F 351 1956 Established by Coast & Geodetic Survey Detailed description At Agate Pssa Bridge, in R2E T26N 329, at the northwest end of the bridge over Agate Passage, in the top of the northwest end of the southwest concrete curbing oP Lhe bridge, 15 Peet southwest of the center line oP Lhe highway, 0.8 foot northeast of the northeast Pace oP the southwest concrete guardrail, and about ~ foot higher then the highway,. DESCRIPTION OF BENCH MARK • DESCRIPTION OF BENCH MARK Designation D 351 State Washington County Kitsap Nearest town AgaU Pasa Bridge County Kitsap Distance and direction from nearest town 1.7 miles southwe at Character of mark Hraas disk Stamping D 351 1956 Established by Coast & Geodetic Survey - Detailed description 1.7 miles vast sad southwest along State Highway 21A from the aorth- wast end of the Agate Pass Bridge, in R2E T26N Ei31, 2,6 miles southeast of Poulsbo. at the intersection of a paved mad leading southwest and northeast, at the south- west one of three 4- by 4-foot concrete foundations supporting a large "BIG HEAR DRIVE IN THEATER^ alga, is top of the south aoraer of the foundation which protects 3 Peat above the ground, 77~ feet northeast pf the center line of the highway, 65 feet aoutheaet oP the center line of the mad leading northeast, and about 3 Peet higher than Lhe highway. Designation 75 GWlL (U. S. G.S.) State Washington County Kitsap Nearest town Agate Pase Bridge County KSteap Distance and direction from nearest town At Agate Pasa Hridge Character of mark Bronze disk Stamping 83 75 G46f 1951 Established by II,S. Geological Survey Detailed description pt the Agate Paea Hridge, in R2E T26N 328, on Bainbridge Zaland, at the southeast end of the bridge over Agate Passage, is the top of the southeast end of Lhe southwest oonarete curbing, 15~ Peet soothes at of the center line of the highway, 0.3 foot northeast oP the northeast face of the southwest oonarete guardrail, and and about 3 Poot higher then the highway. DESCRIPTION OF BENCH MARK Designation G 351 State Washington County Kltea Nearest town P Agate Pass Bridge County Klteap Distance and direction from nearest town 0.7 m11e aoutheaet Character of mark Braes disk Stamping G 351 1956 Established by Coflat & Geodetic Survey Detailed description 0.7 mile aoutheaet along State Highway 21A from the aoutheaet sad of the Agate, Pass Bridge, in R2EfT26N 533, is s small mad aide park, at a large sign bearing a map of HainbMdge Island, in the top of the north aonareta wall around. the saga, 90 feet east of the center line oP a mad, 66~g feet west oP the center line of the highwe~v, 5.3 Peet west of the northeast corner of Lhe wall, end about 6 Paet lower then the highway, U.S. DEPARTMENT OF COMMERCE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL OCEAN SURVEY DESCRIPTION OF BENCH MARK VERTICAL CONTROL DATA by the NATIONAL GEODETIC SURVEY S EA~LEVEL DATUM OF 1929 Designation H 351 State Washington County Kitsap Nearest town Agate Pasa Bridge County Kitsap Distance and direction from nearest town 1.5 miles southeast Character of mark Braes disk Stamping H 351 1956 Established by •Coast Ec Geodatio Survey Detailed description 1.5 miles southeast along State Highway 21A from the southeast end cf the Agate Pass Bridge, Sa R2E T26N S4, 312 feet northwest of the approximate center of the intersection of Hidden Cove Road, 36~ feet southwest of the center line of the highway, 2.0 Peet southeast of a witness poet, about level with the highway, sad set in the top oP a concrete post projecting 0.5 Poot above the ground, DESCRIPTION OF BENCH MARK Designation 7 351 State Washington County Kitsap Nearest town Agates pass BMdge County Kitsap Distance and direction from nearest town 2.2 m11ea southeast Character of mark Brssa disk Stamping J 351 1956 Established by Coast fi Geodetic Survey Detailed description 1.5 miles southeast along State Highway 21A from the southeast end of the Agate Pasa Hridge, thence 0.7 mile east along Hidden Cove Road; 1.4 miles south- west oP Port Madisos, is R2E T26N 934, on the outside of a curve, at the "T^ junction of a graveled dMvewayle adi ng north, 20 feet north of the center line oP the road, 17~ feet west oP the center line of the driveway, 2 Peet northeast of povsr line pole ND 23 with a guy wire, 1.8 feet west oP a witness post, about 2 feet lower than the road, and set in the top of a concrete poet projecting 0.4 foot above the ground. DESCRIPTION OF BENCH MARK Designation p,0. 2 (V.S.E.) State Washington County Kitsap Nearest town port Madison County gitsap Distance and direction from nearest town 0.5 mile south Character of mark Bronze disk Stamping p,0. 2 116 Established by D.S. Corps of Engiaee ra U. S. Aany Detailed description 0.5 mile south along the Port Madison-Winslow road from the Port Madison Store at Port Madison, is A2L T26N 5;54, near the ^Y^ junction of Bidden Cove Road leading southwest, at the ^T" junction of a graveled mad leading west, 200 feet south oP a large white house, 24 feet northeast of the center line of the graveled mad, 10 feet southwest of a 26-inch tree, 6 feet north oP telephone pole N010.371 3, 4;~ feet southwest of a fence corner poet, 1.4 feet north of a witness post, about level with the road, and set in the top of a concrete post projecting 0.5 foot above the ground. DESCRIPTION OF BENCH -MARK Designation TID_4L 5 State Washington County Kitsap N serest town port Madieoa County Kitsap Distance and direction from nearest town At Port Madieoa Date October 1956 Character of mark ~-inch brass plug Stamping Established by Coast k Geodetic Survey Detailed description At Port Madison, Sn RZE T26N 934, 0.1 mile north along the besah from Lhe port Madieoa Store, oa the beach, Sn front of a reaideace, is the top of a 2~- by 3-foot granite boulder which projects 1~ foot above the besah, 102.0 feat north oY bench markTIDAL 3A, 39.0 Peet south oP the south edge~of the lower one of three concrete steps leading up to wooden steps, 22 feet wont of the edge of a bluff, and about 1~ feet higher than the beech. DESCRIPTION OF BENCH MARK PAGE N0, 32 42 wear. APRIL 1872 Designation TIDAL 1 State Washington County Kitsap Nearest town Port Madison County Kitssp 1)a,te October 1956 Distance and direction from nearest town At Port Madison Character of mark Bronze disk Stamping NO 1 1934 Established by Coast & Geodetic SYlrvey Detailed description At Port Madison, in R2E T26N 534, 0.1 mile north along the beach from the Port Madison Store, on the beach, Sn front oP a residence, 156 feet south of the south edge of the south one of two wooden piers, 135.0 feet north of bench mark TIDAL 5, 96.0 feet north oP the north edge of a concrete step, 7 feat we at of the edge of a bluff, about ~ foot higher tharl the beach, and set in the top of a concrete poet which projects 0.6 Poot above the ground. NOTE: Slanting disk, rod held over the number ^1^ of the numbers 1934. DESCRIPTION OF BENCH MARK Designation TZDAL 3 A State Washington County Kites P. Nearest town port Madison County gitsap Date October 1956 Distance and direction from nearest town At Port Madisos Character of mark ~'-Sash brass plug Stamping Established by Coast & Geodetic Survey Detailed description At Port Madison, in iT2E T26N 534, 0,1 mile north along the beach Iran the Port Madison Store, on the beach, in Pmat oP a resideaee, in the top oP a 3- by 2-foot granite boulder which projects 1-Moot above the beach, 102.0 feet south of bench mark TIDAL 5, 18 feet west of the edge of a bluff, and about 1 foot higher than the beach. U.a. DEPpRTNENT OF CDMMERCE RM 69lp D0.9T AND GEODETIC SURVEY ;B•8.56) Tidal Mark RECOVERY NOTE, BENCH MARK Designation BENCH MABC 1 (1917) State Washington. County Kitsap Nearest town port Madison County Kitsap October 1956 Distance and direction from nearest town At Port Madison Character o4 mark a Sneh Chiseled square Stamping Established by Coast & Geodetic Survey Prasentcondition Not recovered on this date Detailed report A thorough search was made Por this mark but St was not recovered. Near the rains of the Kitsap County Traneportatioa Co. dock, at s flight oP concrete steps leading up to a bungalow oa a terrace across the road and to the left of the entrance to the dock, end on the lowest step. R • • U.S. DEPARTMENT OF COMMERCE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL OCEAN SURVEY DESCRIPTION OF BENCH MARK VERTICAL CONTROL DATA by the NATIONAL GEODETIC SURVEY SEA-LEVEL DATUM OF 1929 Designation 85 GWN (D.S.G,S.) State Washington County Kitsap Nearest town port Madison County Kiteap~ Date October 1g~6 Distance and direction from nearest town 0,5 mile south Character of mark Bronze disk Stamping 112 85 GWM 1951 Established by U.S. Geological Survey Detailed description 0,5 mile south along Lhe Port Madison-`Maslow road tram the Port Madison Store at Port Madiaoa, 0.5 mile north of the Polt Madison Iutheran Church, is R2E T26N 534, at Lhe "Y" ,tuaction of Hidden Cove Road leading southwest, 71 feet northeast of the center line of Lhe Port bSadisoa-Winslow road leading aoutheaat fran Lhe ~unation~ 45~ Peet aoutheaat of the center line•of the Port Madison-Winslow road leading north- east from the lunation, 37~ Pec.t north of the canter line of a dim dirt road leading ~to an abandoned saw mill, 5 feet southwest oP telephone pole 370, 1.1 feet northeast of a witness poet, about 1~ feet higher than the Port Madison-Winslow road, sad set in the top of a conareta poet pm.~ecting 0.2 foot above the ground, DESCRIPTION OF BENCH MARK Designation K 351 State Washington County B tea Nearest town Capt. Chas. Wilkes G.S.Count 1 p Y Kitsap Distance and direction from nearest town 0.3 mile north Character of mark Braes disk Stamping g 351 1956 Established by Coast &Geodetio Survey Detailed description. 0,3 mile north along the Port Madison-Wiaelow road Praa the Captain Charles Wilkes Grade School at Bainbridge Island, 1.3 miles south of the Port Madison Store at Port Madi eon, in R2g T25N 92/3, at the Lop oP a steep grade, at the "T" ,~unotion of a driveway leading west to an abandoned frame building, 31.5 feet southeast of the southeast corner oY the building, 25~~feet west of the center line of the mad, 15 feet south of the center line of Lhe driveway, 1.8 Peet north of a witness poet, about level with the road, and set in the top of a concrete poet pm~ecting 0.3 foot above the ground. DESCRIPTION OF BENCH MARK Designation RODAL R.M. 1 State Washington County Kitsap Nearest town Capt. Ghee. Wilkes G.S.County Kitsap Distance and direction from nearest town 0.4 mile south Character of mark Brass mYe fence mark disk Stamping RODAL NO 1 1956 Established by Coast & Geodetio Survey Detailed description 0.4 mile south along the port Madison-Winslow road from the Captain Charles Wilkee Grade School oh Bainbridge Island, in R2E T25N 511,. near the aorth- east edge of a mmall clearing for a large wooden water tank, 1355 feet east of the center line of Lhe mad, 83.5 Peet north oP"RODAL"tMangulatioa atatioa, 68.5 feet northeast of the northeast edge of the mater tank, 1,3 feet west of a witness poet, about 1~ feet higher then t:he mad, and.eet in the top of a concrete poet pm~ecting 0.3 foot above the ground, DESCRIPTION OF BENCH MARK PAGE N0, gg 42 WASH: APRIL 1972 Designation Rodal State Washington County Kitsap Nearest town Capt, Chea. Wilkes G.S.County Kitsap Distance and direction from nearest town 0,4 mile south Character of mark Bronze triangulation atatioa disk Stamping RODAL 1956 Established by Coact &Geodetio Survey Detailed description 0.4 mile south along the Port ltadiaon-Winslow road Prom the Captain Charles Wilkes Grade School on Bainbridge Island, 0.1 mile north oP an iaterseatioh of a paved road leading east and a graveled road leading went, in R2E T25N 511, at a mmall clearing for a large,woodea water tank, 126.9 Peet aoutheaat of sad across the road from ref~renoe mark 2, 91 feet east of the center line oP the road, 83,5 feet south oP reference mark 1, 33.0 feet eouLheasL oY the south edge oP the water tank, 3.9 feet west of a witneea poet, about 1~ Peet higher Lhan the road, and net in the top of a conalete poet flush with the ground, DESCRIPTION OF BENCH MARK Designation RODAL R.M. 2 State Washington. County Kitsap Nearest town Capt. Chas, Wilkes G.S. County gitsap Distance and direction from nearest town 0.4 mile south Character of mark Hraea reference mark dlak Stamping RODAL NO 2 1956 Established by Coast &Geodetio Survey Detailed description 0.4 mile south along the Port Madison-Winslow mad Prom the Captain Ghanian Wilkes Grade School oa BainbMdge Island, in R2g T25N 510, west of sad across the road Prom a large wooden water tank, 126.9 Peet aorthmest of and acmes the mad from "RODAL" traengulation station, 51 feet south of the center line oP a dMveway leading we at to a house, 25 feet we at oY the center line of the road, 3 feet east oP a 10-inch cedar tree, 2 Yeet north of telephone pole 303, 1.3 Peet sorthwe st of a witness poet, about 2 feet higher than the mad, and net Sn the top of a concrete poet pro,jeating 0.1 Poot above the ground. DESCRIPTION OF BENCH MARK Designation 84 GWM (II,S,G. S.) State Weahingtoa County Kitsap Nearest town Capt. Chas, W11kea G. S. County Kitsap Date October IgSfi Distance and direction from nearest town 0,5 mile south Character of mark Bmaze disk Stamping 84 GAM 348 1951 Established by Q,S. Geological Survey Detailed description 0.5 mile south along the Port Madleoa-Winslow mad Pry the CapLaln Charles Wilkes Grade School on Bainbridge Island, is R2B T25N 510, at the iatersection• of a gravel mad leading west and a paved mad leading Beat, 84.,7 feet west oP and across the Port Medieon-Wiaelow road facet the aouthvsst corner of a white house, 57~ feet south of the neater liaeof the graveled road, 25 feet mast of the center line of the Port Medieon-Wiaelow mad, 12.7 feet south oP the southeast corner of a school bus atop shed, 9 feet south of telephone pole 300, 1.3 Peet north of a witness poet, about level with the made, sad set in the top of a concrete poet pro~eoting 0.3 foot above the ground, NOTE; It was reported by the land owner that this mark wee hit by a tractor sad reset U.S. DEPARTMENT OF COMMERCE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL OCEAN SURVEY DESCRIPTION OF BENCH MARK VERTICAL CONTROL DATA by the NATIONAL GEODETIC SURVEY S EA~LEVEL DATUM OF 1929 Designation 83 GWI6 (II.S.G.S.) State Washington County Klteap Nearest town Capt. Chas. Wilkes G.S. County Klteap Date October 1956 Distance and direction from nearest town 1.7 miles south Character of mark .Bronze disk Stamping g3 GWM 46 1951 Established by II.S. Geological Survey Detailed description 1.7 miles south along the Port Madison-Winslow road from the Captain Charles Wilkes Grade School on Bainbridge Island, 0.2 mile south of the Bainbridge Grange Buildfng, 0.1 mile east of the intersection of State Highway 21A, in R2E T25N 815, aL the "Y" junction of a mad leading east, 35 feet east oP telephone pole 254 with a guy wile, 23 Peet we at of the center line of a dim track mad leading south, 21 feet south of the center 11ne~oP the road leading east, 1.4 Yeet east of a witness poet, about 1 foot higher then the roads, and set inthe top of a concrete post prot- ecting 0.1 foot above the ground. DESCRIPTION OF BENCH MARK Designation L 351 ~ State Washington County Kiteap Nearest town Cam. Bainbridge G.S. County Kiteap Distance and direction from nearest town 0.6 mile north Character of mark Brass disk Stamping L 351 1956 Established by Coast & Geodatia Survey Detailed description 0.6 mile north along North Madieon Avenue from the Commodore Bainbridge Grade School oa Bainbridge Island, 2.4 miles south along the Port Madieon-Winslow mad and State Highway 21A Yxrom the Captain Charles Wilkes Grade School, in R2E T25N 522, . at the intersection of State Highway 21A, 101 Peet southwest oP the center line of the highway, 28~ feet northwest of the center line of the avenue, 2.0 Peet east oP a vitae ss post, about 1 Soot higher than the road, and eat is the top of a concrete post projecting 0.3 foot above the ground. DESCRIPTION OF BENCH MARK Designation M 351 State Washington County Klteap Nearest town Com. Bainbridge G.B. County giteap Distance and direction from nearest town AE Commodoro Bainbridge Grofle School Character of mark Brass disk Stamping M 351 1956 Established by Coast ~ Geodetic Survey Detailed description AS Commodore Bainbridge Grade School, in R26 T25N 322, et the Snteraeetioa of North Madieon Avenue and an east-west paved mad, in the southeast corner of the eahbolyard, 160.6 feet east of the southeast corner of the school building, 92 feet east of a ..*legpols, 83~r feet north of the Deafer line of the east-west mad, 26~ feet west of the venter line of North Madison Avenue, 1~ feet west of telephone pole 18, about 2~ feet higher then the roads, end set is the top of a conorote post flueh.wlth the ground. Recovered as Described December 1961 DESCRIPTION OF BENCH MARK PAGE N0. 34 42 WASH. APRIL 1972 Designation N 351 State Washington County Klteap Nearest town Com. Balabrl dge G.S. County %iteap Distance and direction from nearest town 0.5 mile south Character of mark Braes dl do Stamping N 351 1956 Established by Coast tc Geodetic Survey Detailed description 0.5 mile south along North Madieon Avenue fxrom the C~taodoro Bainbridge Grade School oa Bainbridge Inland, 1n R2g T25N 527, at the iateraeotioa of s paved road leading we et and a graveled road leading east, at the northwest corner of a garage building, 144 feet west of the center of the intersection, 25 feet south of the venter line of Lha road leading west, 13~ feet southeast of a power line pole with a guy wire, 1.5 feet northeast of the northwest corner of the building, 1.0 loot north of the north face of the building, about 1~ feet lower than tho road leading west, and set in the top of a ooncxete poet projecting 0.2 foot above the ground. Recovered as Described December 1961 DESCRIPTION OF BENCH MARK Designatiun 82 GWM (II.S.C.S.) State Washington County Kiteap Nearest town Com. HalabMdge G.S. County Ritsap Date October 1956 Distance and direction from nearest town 1.2 miles southsie et Character of mark Bronze disk Stamping 82 GWti 74 1951 Established by II.S. Geological Survey Detailed description 0.5 mile south along North Madison Aveave Prom the Commodoro Bainbridge Grade School on Bainbridge Island, thanes 0.7 mile we et along Port Blakely road, !a R2E T25N S27, at the ^T" Junction of a paved mad leading north, at the top of s grade, 20~ feet east of a power line pole, 20 Pest south of the neater line oP the mad at the approximate center of the Junction, 3~ Peet southeast of the east end of an 8-inch poet painted yellow, 2~ feet northwest of the "T^ Junction of fenoa lines, 1.0 foot west of a witness post, about level Mth the Port Blakely mad, end net in the top o± a conarote poet protecting 0,2 foot above the ground, Recovered as Described December 19&1 DESCRIPTION OF BENCH MARK Designation p 3g], State Washington County Kites Nearest town p Cam. Bainbridge C.S. County Kiteap Distance and direction from nearest town 1.8 miles aouthweat Character of mark Braes dl sk Stamping p 351 1956 Established by Coast & Geodatio Survey Detailed description 0.5 mile south along North Madison Avenue from the Commodore 9elnbMdge Grade 3ohool on Bainbridge Island, thence 1.3 miles we et and southwest along'the Port Blakely mad; Sn~RZE T25N 527, at the top of n grade, at the "T^ Sunetion oP a paved road leading west, 285 feet north of the approximate center oi.the Sanction, 28~ feat we at of the center line of the port Blakely road, 26 feet northwest of telephone pole 161 7x22 with a guy wire, 20 feat eoutheeaL of the center line oY a dim dirt track mad leading southwest, 2.0 feet east of a witness poet, about level with the mad, and set in the top of a concrete poet pmteating 0.2 foot above Lha ground. VERTICAL CONTROL DATA U.S. DEPARTMENT OF COMMERCE by the NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL GEODETIC SURVEY NATIONAL OCEAN SURVEY SEA-LEVEL DATUM OF 1929 DESCRIPTION OF BENCH MARK Designation Q 351 State Washington County Kltea N Barest town port Blakely County Kitsa p Distance and direction from nearest town p 1.6 miles northwest Character of mark Brass diak Stamping Q 351 1956 Established by Coast & Geodetic Survey Detailed description 1.6 miles northwest along a paved road from the port Blakely Tavern at Port Blakely, 2,6 miles southwest of Lhs Commodore Bainbridge Grade School, 0.8 mile south of the "T" ,junction oY a paved mad leading west, Sa R2E T25N 534, 34,i~ feet went of the center line of Lhe road, 12 feet southwest of telephone pole S, 2,0 Peet north of a witness poet, about level with the road, end net in the top • of~a concrete poet projecting 0,4 foot above the ground, PAGE N0, 35 42 WASH. APRIL 1g72 DESCRIPTION OF BENCH MARK Designation gELy State Washington County Kitaa Nearest town port Blakely County Kitsa p Distance and direction from nearest town At Port Blakely Date OCtobei` 1956 Character of mark Bronze triangulation station diak Stamping gELy 1934 Established by Coast & Geodetic Survey Detailed description At ?ort Blakely, 0,2 mile east along a paved road loading east to ea o13 abandoned Se rry leading Prom the Port Blakely Tavern, in T24N S2, 100.0 feet east of the southeast corner oP a residence, 62 feet south of the canter line oP s county road, 48.5 Peet eouthe ast of reference mark 1, 40 feet north oY the center line oP the paved road, 9 feet west of the center line oP a graveled cut-off road, 1.4 Peet east oP a witness poet, about 5 feet lower than the county road, end net is the top of a concrete post pmJecting 0.3 foot above the ground, DESCRIPTION OF BENCH MARK Designation R 351 State Washington County Kitsa Nearest town port Blakely County Kiteap p Distance and direction from nearest town 0,6 mile west Character of mark Braae disk Stamping R 351 1956 Established by Coast & Geodetic Survey Detailed description 0.6 mile west along a paved road Prom the port Blakely Tavern at port Blakely~~in B2E T24N S3, et the "Y" Junction oP a paved road leading west to West Blakely, 27 Peet north of the center line oP the road (measured Prom the approximate center of the Junction), 3~ Peet southeast oP telephone pole 19, 1,8 feet south of a witness poet, about 2 feet higher than the roads, and net Sn the top of a concrete post projecting 0.4 foot above the ,ground, DESCRIPTION OF BENCH MARK jDesignation TIDAL 3 State Washington County Kitsap 'Nearest town Port Blakely County Kiteap :Distance and direction from nearest town pt Port Blakely Date October 1g55 Character o4 mark Bronze disk Stamping 3 1935 Established by Coast & Geodetic Survey 'Detailed description At Port Blakely, is R2E T24N 52, net vertieal]y 1n the south face of the concrete foundation of the Port Blakely Tavern, 1.~ feet ea at of the southwest corner of the tavern, and 0.8 foot above Lhe ground. DESCRIPTION OF BENCH MARK Designation TIDAL 2 State Washington County Kitsap Nearest town port Blakely County Kiteap Distance and direction from nearest town At Port Blakely Date October 1g56 Character of mark Bronze diak ~ Stamping 2 1935 Established by Coast & Geodetic 9arvay Detailed description At Port Blakely, In R2E T24N S2, near the Port Blakely Tavern, in top of the south aide oP a round concrete Foundation Por a former mill burner (part of the foundation is' covered by a driveway), 69~ feet south of the neater line of a road leading east, 40,5 Peet southeast of the southeast corner oP'the tavern building, 1.5 feet north of the south edge of the foundation, sad about level with the mad, DESCRIPTION OF BENCH MARK Designation KELY R. M. 1 State Washington County g#tsap NearestYown Port Blakely County Kiteap Date October 1956 Distance and direction from nearest town At Port Blakely Character of mark Bronze reference mark disk Stamping KELY 1934 Established by Coast & Geodetic Survey Detailed description At Port Blakely, 0,2 mile east along a paved road leading to an old abandoned ferry landing from the Port Blakely Tavern, 3n R2E T24N S2, in the top of a small buried granite boulder, q1,5 Pest east of the northeast corner of a house, 48.5 feet northwest of KELP triangulation station, 28} feet south of the center line of the road, and about y} feet lower than the road. DESCRIPTION OF BENCH MARK Designation 80 GWit (II.S.G,S.) State Washington County .:itsa Nearest town Lynwood Center County gitsap p Distance and direction from nearest town 0.6 mile southeast Date October 1955 Character of mark Bronze diak Stamping g0 GqM 29 1951 Established by U.S.Geologiaal Survey Detailed description 0.6 mile southeast along a paved' mad from the Port Blakely post offlee at Lynwood Center, 1.4 miles w»at oP the port Blakely Tavern, in R2E T24N S3, st We at Blakely, at the "Y" Junction oP a road leading southeast to Fort Ward and Beans Point, 49 feel south of the center line of the mad leading to Port Blakely, 38~ Peet south- west of the center line of the road leading southeast, 25 feet west oP the center Line oP a driveway leading south to a house, 3.3 Peet south oP a Panne, 1,4 Peet seat of a witness poet, about level with the road, and set in the top oP a concrete post projecting 0,2 foot above the ground, U.S. DEPARTMENT OF COMMERCE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL OCEAN SURVEY DESCRIPTION OF BENCH MARK VERTICAL CONTROL DATA by the NATIONAL GEODETIC SURVEY SEA~LEVEL DATVM OF 1929 Designation TIDAL 2 (1944 State Washington County giteap Nearest town Lynwood Center County Riteap Distance and direction from nearest town 1.2 miles eoutheaet Date October 1956 Character of mark Bronze dlelc Stamping 2 1944 Established by Coast ~ Geodetic 9uney Detailed description 0.6 mile southeast along a paved road from the Port Blakely Post Office at Lynwood Ceater, thence 0.6 mile eartheseL along a road lending eontheaet to Fort Ward sad Beene Point, in BPS T24N 910, at the north boundary fenoe of Fort Ward, at the south end of Pleasant Beach, in the top of a 3- by 3-toot green oolorod boulder, about 250 feet northwest of a gate leading into Fort Ward, 219 feet southwest of the center lira of the road, 116.5 feet earth of the south Darner of a aoaarots block residence, 90.3 feat eartheaet of the southeast end of a wooden sea wall, 15 feet west the shore line bank, and about 2 feet higher than the beach. N078; Slanting disk, rod held over the lstter"H^ in the word BENCR sad the letter "H^ is the word HAHg. DESCRIPTION OF BENCH MARK Designation C01TA1S 2~TIDAL 5 State Washington County RStsap Nearest town Lynwood Center County RStsap Date October 1956 Distance and direction from nearest town 1.2 miles eartheeat Character of mark Braes plug Stamping Qg C9 Established by Coast k Geodetic Survey Detailed description 0.6 mile eoutheaet along a paved mad from the Port Blakely Poat Office at Lymrood Center, thence 0,6 mile eoutheaet along n road leading to Fort Ward sad Beene Point; in R2g T24N 910, at the south end of Pleasant Beach, et the north bound- nry fence lira of Fort Ward, in the top of a granite boulder 0.6 foot underground, 200 feet west of the west gate poet, 99.5 feet we et of roferonoe mark 5, 5.0 feet earthwast of roferenoe mark 1, 3.3 feet northwest of reference mark 2, and 3 feet northeast of a small bushy tree, DESCRIPTION OF BENCH MARK COTTA'3E 2 R.H. 5= Designation TIDAL 12 (1944) State Washington County giteap Nearest town Lynwood Center County gitsnp Date October 1956 Distance and direction from nearest town l.E miles eoutheaet Character of mark Hmaze roferonee mark disk Stamping COTTAGE 2 5 1900 Established by Oonet A; Oeodetia Survey 1915 Detailed description 0.6 mile eoutheaet along s paved mnd from the Port Blakely Poet Otfioe at Iyawood Oenter, thence 0.6 mile eoutheaet along a mad leading to Fort Ward and Beene Point; 1n R2d T24N 910, at the south end of Pleaeeat Beach, at the north barnd- ary fence of Fort Word, 115 feet southwest of the center lies of the road, 104.0 feet wbet of the west steel gate poet of the eatronae gate to Lhe fort, 99.5 feet east of COTTAGE E triangulation station, 1.2 feet east of s witness poet marked "COTTAGE ~. 0.9 foot north of a fenoe, abart level with the ground, end set in the top of a ooaorote poet flush with the ground. DESCRIPTION OF BENCH MARK PAQE N0, 36 42 WASH. APRIL 1972 Designation COTTAGE 2 R.H. 1 (OLD) State Washington County Riteap Nearest town Lymrood Ceater County RStsap Date October 1956 Distance and direction from nearest town 1.2 miles southeast Character of mark ~-iach drill hole in center of chiseled A Stamping Established by Coast Ec Geodetic Survey Detailed description 0.6 mile southeast along a paved mad Tram the Port Blakely Poet Office at Lynwood Center, thence 0.6 mile eartheaet along a road leading to Fort Ward end Basns Po1aL; in R2g T24N 910, at the south sad of Pleaeeat Beech, at the north bound- ary fenoe of Fort Ward, on the west oertiosl face of a 5- by 4-foot boulder which pm~ecte 4 feet above the ground, 5.0 feet northeast of COTTAGE 2 traangulation station 1.6 feet below the top of the boulder, and 1.4 feet above the ground, NOTE: Rod was held at the bottom edge of the dMll hole. DESCRIPTION OF BENCH MARK Designation COTTAGE 2 R.H. ~2 ~ State Washington County Riteap Nearest town Lynwood Ceater County Riteap Date October 195fi Distance and direction from nearest town 1.2 miles eartheaet Character of mark ~-inah drill hole is caster of chiseled A Stamping Established by Coast k Geodetic Survey Detailed description 0.6 mile eoutheaet along a paved mad from the Port Blakely Poet Office nt Lynwood Oeater, thence 0.6 mile earthesat along a mad leading to Fort Ward and Henna Point, is R2B T24N 510, nL the south end of Pleaeeat Beach, et the north Darnd- ary fence line of Fort Ward, on the northwest vartioel:fnae of a 5- by 5-foot granite Darlder which pro~eats ~ feat above the ground, 3.3 feet eartheast of COTPASE 2 trianguletiar statics, 1,0 fool below the top of the boulder, sad 0.7 toot above the ground. NO18: Bod was held et the bottom edge of the dMll hole. DESCRIPTION OF BENCH MARK Designation 9 351 State Washington County gitsa Nearest town Lynwood ()eater County giteap p Distance and direction from nearest town 0.3 mile sarthwest Character of mark Brava disk Stamping g 351 1956 Established by Coast & Geodetic Survey Detailed description 0.3 mile southwest along a paved mad leading to Point White from the Port Hlekely Poet Office at Lynwood Cantor, Sn BEB T24N 94, at the west end of e Dune, in a emnll clearing, 87 ;feet northwest of the edge of a bank of the beach, 23 feet east of telephone pole 81/82, 19~ feat south of the center line of the mad, 1.7 feel north of a witness poet, about 1 foot lower then Lhe mad, and set in the top of a coaorote poet pm~ecting~0.3 foot above the ground. Recovered as Described 1961 • • • U.S. DEPARTMENT OF COMMERCE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL OCEAN SURVEY DESCRIPTION OF BENCH MARK VERTICAL CONTROL DATA by the NATIONAL GEODETIC SURVEY SEA-LEVEL DATUM OF 1929 Designation T 351 State Washington County Kitsa Nearest town Lynwood Center County Kiteap p Distance and direction from nearest town ~1.1 miles eouthwe et Character of mark Braes disk Stamping T 351 1956 Established by Coast & Geodetic Survey Detailed description 1.1 miles southwest along a paved road leading to Point White from the Port Blakely Poet Office at Lynwood Center, is R2E T24N S4, 0.25 mile northeast of SALLY triengulatlon station, 16} feet southeast of the center line of the road, 2 feet southwest of telephone pole 114, 1.7 feet northeast of a witness poet, about level with the road,laad net Sa the top of a ooaarete poet pro~eeting 0.4 foot above the ground. Recovered as Described December 1961 DESCRIPTION OF BENCH MARK Designation II 351 State Waehingtoa County Kiteap Nearest town Lynwood Center County $iteap Distance and direction from nearest town 1.4 miles southwe et Character of mark Hrasadiek Stamping II-3511956 Established by .Coast k Gecdetia Survey Detailed description 1.4 miles southwest along a paved mad leading to Point White fry the Port ffiakely Poet Office at 14ynwood Center, Sn R2S T24N 98, at Point 9Rlite, oa the outside of a curve, at the "T^ ,lunation of a driveway leading to a home, 27~ feet south of the center lice ~ the mad, 23 feet we et of the center line of the dMveway, 14.0 feet west of the west edge of a granite gate poet, 1.9 feet north of a wooden feaoe, about level with the road, and set in the top of a concrete poet pm,leating 0.1 foot above the ground, Recovered as Described December 1961 DESCRIPTION OF BENCH MARK Designation aaTT-y 8 State Waehingtaa County Kite ap N serest town Iynwood Center County Kiteap Date October 1956 Distance and direction from nearest town 1.4 miles eouthweat Character of mark Bronze tMengulation atatlon dlak Stamping 4AT.T.y 2 1934 Established by Coast & Oeodetio Survey Detailed description 1.4 mllea southwest along a paved road leading to Point YRlite Prom the Port ffiakely Poet Office at Iyawood Center, in R2E: T24N 38, at Point White, in top Of the approzimete neater of a 6- by 5-foot dark colored granite boulder, 27.0 feet south of the south edge of a wooden sea wall, about 20 feet lower than the top of n bade at the south edge of a yard, and aDoat 5 feet lower than the top of the sea wall. NOTE: This mark Se under water at high tifle. DESCRIPTION OF BENCH MARK PAGE N0, 37 42 WASH. APRIL 1972 Designation 9351 State Washington County Kiteap Nearest town p,S. Naval Sta. Annez County Kiteap Distance and direction from nearest town 1.4 miles north Character of mark Braes disk Stamping Q 351 1956 Established by Coast !e Geodetic Survey Detailed description 1.4 miles north along Beach Drive fran the main gate of Puget Sound Naval Aoaez, across Ri oh Passage fr®n Deaoh mark SALLY 2, in R2iT T24N 39, oa the outside of a aurae,. 54 feet south of the south Dank of Rich Passage, 47.2 feet east of the southeast corner of a house, 40.2 Peet West oP the southwe at corner oP s log house, 32 feet north of the center line of the drive, about level With the drive, end set is the top oP.e concrete poet projecting 0,2 foot above the ground. DESCRIPTION OF BENCH MARK Designation W 351 State Washington County KStsap Nearest town P.S. Naval Sta. Aanei County Kiteap Distanceand direction from nearest town 0.8 mLle north Character of mark Braes disk Stamping W 351 1956 Established by Coast k Geodetic Survey Detailed description 0.8 mile northwest along Beach Drive from the main gate of Puget Sound Naval Station Aanez, in R2E T24N 516, at the intereeatioa of Nilldele Road leading west sad a graveled mad leading eaet,~at the southeast end of a slight aurae, 95 feet south of the appx~imate center of the interaectioa, 18 feet southwest of the center line of the drive, 2.0 feet north of a witness poet, eDout level with the drive, sad set in the top of a concrete poet pro~ecting 0.4 foot above the ground. DESCRIPTION OF BENCH MARK Designation % 351 State Washington County 8lteap Nearest town P,S. Naval Stn, Aanez County Kitaap Distance and direction from nearest town At Puget Sound Naval Station Aanez Character of mark Hraes disk Stamping z 351 1956 Established by Covet k Geodetic Survey Detailed description At Puget Sound Navel Station Annez, in R2B T24N 916, at the main gate, 42 feet north of the center line of Heach Drive, 15.4 feet south of the southeast corner of a guardhouse, 14~ feet west of the center line of the road leading into the etetion, 7.0 feet went of the west steel gate poet, 1,4 feet south of a feaoe, about level with the road, end net in the top of a aoaarete poet pro eating 0.3 foot above the ground, END OF THE IAOP "~1 X»k' m.~i ek: i"~ I.. :~w v.'..»~. ~;, G"; aa:. VERTd~AL CONTROL DATA U.S. DEPARTMENT OF COMMERCE by the NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL GEODETIC SURVEY NATIONAL OCEAN SURVEY SEA~LEVEL DATUM OF 1929 PAGE N0a 1 45 WASH, MAY 1972 REPLACES DESCR, DATED JULY 1962 RECOVERY NOTE, BENCH MARK R De,:gnar;Dn PTS 50 (USC3) sraw'lashinrten eDDntyClallam Ne.re,t to.+a Twin Rivers Described ;n Line 45 Chief of parry W,F.F, Distance end direction frnm nearer tD.n At Twin Rivers (abandoned) RecDYery sate March 1967 Chacacter of mark Standard disk (USGS`, Esnblished by U. S. G, S. Scempiog 16U,298 PEclt4 TFAV STA Al,n noa:nntal eonrrol polar Q Pre,ent eDna;t;Dn Good MO 50 1917 Deviled reporz: To reach from the Post Office'at .?ayce ,:o west on State Righway 112 for 12.0 miles to the west end of the bridge over the East Twin River, continue west for 0.05 mile to a T-junction, turn left on gravel road and go O.h mile to an old railroad grade on the right. The mark is about 175 yards southwest along an old railroad cut from this point, The mark is about 100 feet Worths^st of a borrow nit, 29 feet northwest of a twin Cedar tree, 7 feet northeast of the top edge of an old railroad cut bank, ~ feet southwest of a trail and 2.5 feet northwest of a steel picket witness post, ,o Po, ~.~ U.S• DEPARTMENT OF COMMERCE (l.a•SB )' LDALT AND aEOD[ric ,UavEv RECOVERY NOTE, BENCH MARK R Designation W 13 State Washington County Clallam Nearest town Joyce County Chief of Party Distance and direction from nearest town 5.8 miles West Recovar_y Date Sept. 1959 Character of mark Standard disk Stamping 137.739 W 13 1931 Established by USC&GS Present condition GOOD . Detailed report 5.8 miles west along the Port Angeles-Nee.: Bay highway from Joyce, Clallam County, in front of the John W. Butcher residence, 50 e t north of a gasoline pump, 20 feet west of the centerline of the highway, and 5 feet south of a pole. A concrete post protecting about 8 inches above ground. RECOVERY NOTE, BENCH MARK R Deign.don II 13 stae Aashington ~ cDDnty Clallam Nearest roan Jopee Deaedbea ;h 45 Wsah, enie(Df parry W.F.F. Dhr,aee aaa a;rectiDn frDm ne.reat tDan 11.4 miles vest: ReeDYery dareilfer 1967 Character of mark $ta~ald Disk Esvblished by C.P. Svmping175a58D II 13 1931` Also horizontal control point ~ Present condition GOOd ' Detailed report: 11.4 miles vest along State Highway 112'from the cambinatlca post office and general store at Joyce, or 0.6 mile east along the highway Prom the highway bridge over the Fast SYin River, 210 Peet northeast of an abandoned house, lI0 feet east of the center of e gate, 22 feet south of the centerline of the highway, 2 feet south of a metal witness post and abont 1.5 feet north of a vita fence. Set in the top of a concrete post, pro~ect- ing about !. inches above the sarface of the ground. ow, ~,~ U.S. DEPARTMENT OF COMAERCE it a ~) CDAETAND aEDOLTIt fURVFY RECOVERY NOTE, BENCH MARK R Designation V 13 State Washington County Clallam Nearest town Joyce County Ghief of Party Distance and direction from nearest town 7,1 mlle9 west Recovery .Date Nov. 1934 Character of mark Standard disk Stamping Established by USC&GS Present condition GOOD Detailed report 7.1 miles west .along thQ Port Angeles-Neah Bay highway from Jo~~yyc~e, 'Clallam County, on a tangent, 18 feet east across the road from~~ east end of the east shack of a group of three wooden shacks, 20 Peet north of the centerline of the highway, 12 feet west of a pole, and at the east end of a borrow pit with a 3-foot earth bank. A standard disk, stamped "257.604 V 13 1931" and set in the top of a concr>te post projecting about 6 inches above ground. roAn eeeA U.S. DEPARTMENT OF COMMERCE 11•s-59) coAar Ano acoocncsuuvrY RECOVERY NOTE, BENCH MARK R Designation X 13 State Washington County Clallam Nearest town Joyce County Chief of Party Distance and direction from nearest town 3.2 mile9 west Recovery .Date Sept. 1959 Character of mark Standard Disk Stamping Established by USC&GS Present condition GOOD , Detailed report 3.2 miles west along the Port Angeles-Neah Bay highway from Joyce, Clallam County, 34 feet south of the centerline of the highway, 30 feet north of a recessed gateway, 10 feet west of the centerline of the driveway to the William Porringer ranch houses and 1 foot east of the driveway fence. A standard disk, stamped '284.432 X 13 1931n and set in the top of a concrete post projecting about 4 inches above ground. •o RM e95A U.S. DEPARTMENT OF COMMERCE ,i,g. ygl ~ COAET AND 6EODCTID SURVEY RECOVERY NOTE, BENCH MARK R'I Designation Y 13 State Washington County Clallam Nearest town Joyce County Chief of Party Distance and direMion from nearest town 0.5 mile west Recovery .Date ~$ept. 1959 Character of mark Standard disk Stamping Established by USC&GS Present wndition GOOD Detailed report 0.5 mile west along the Port Angeles-Neah Bay highway from J~o~ce_, Clallam County, at the Crescent Consolidated School building south of-the highway, at the west entrance, and Sn the top of the south end of the 'first step from the bottom. A standard disk, stamped "374.799 Y 13 1931•" RECOVERED AS DESCRIBED-MARCH 1967 REPORT--The Port Angeles-Neah Bay High- way is now State Highway 112. .° VERTICAL CONTROL DATA U.S. DEPARTMENT OF COMMERCE by the NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL GEODETIC SURVEY NATIONAL OCEAN SURVEY SEA~LEVEL DATUM OF 1929 DEPARTMENT OF OOMMERCR v- s. c°"'iror",a° °ae°gw°"'°"°" RECOVERY NOTE, BENCH MARK Designation 213 State Washington County Clallam Nearest town Joyce County Clallam April 1962 Distance and direction from nearest town Ia Joyce Character of mark Standard disk set in a square oonerete posbtamping 355.222 Z' 13 1931 Established by C, p; Present condition Cood .Detailed report Recovered as described in Washington Level Line No. 45, except that the railroad tracks era gone and the railroad depot ie now used for a dwelling, The mark pro~ecta 4 inches sad the southwest corner of the conorete poet is chipped off, ORIGINAL DESCRIPTION .4t Jo~c-e, Clallam County, 55 feet west of 'the west end of the Chicago, Milwaukee, St. Paul & Pacific Railroad station, 90 feet southeast of the southeast corner of the Joyce General Store building, ' 95 feet north of the centerline of the Port Angeles-Neap Bay highway, 63 feet east of the centerline of the Agate Beach road leading to Port Crescent, and 27 feet north of the centerline of the main track. A standard disk, stamped "355.22 Z 13 1931" and set in the top of a ~ concrete poet projecting about 6 inches above ground. RECOVERED AS DESCRIBED-MARCH 1967 REPORT--The mark 1s 1,0 foot east _ of a steel witness post„ SPUR LINE TO PORT CRESCENT i Tidal Station 45 Cresent Bay, Straits of RECOVERY NOTE, BENCH MARK ~Tuan de Fuca Designation TIn,L. 3 state J~s~i•eton scanty Clallam xeareat to. Joyce Deaet~bea in Line 45 Chief of parry W.F,F. Diat.n« ana aiteetian from nearest ta.,n 2,3 miles north ~ ae°nrery eats N,areh 1967 Character of mark Standard disk Established by U,$,C,&G, $, Sumping 9 1926 Also horizontal eonnol poise ~ pr<aene condition Good Dewil<d report To reach from the Post Office in Joyce go north along the Crescent Beach Road for 2.3' miles, turn sharp left and go 0.2 mile to beach and boat launching facility, The mark is about 120 yards north of this point, at the south end of asmall rocky bluff, set in a drill hole in bedrock at the high water line, about 3~' feet north of a sand beach and 20 feet north of an iron eye bolt set on a slant in the rocky point, END OF THE SPUR LINE PAGE N0, p ~+5 WASH, MAY 1972 DEPARTMENT OF OOMMERCE v. s. ca.aF-orm ~d°s`°" s°""` RECOVERY NOTE, BENCH MARK Designation H ]7. State Washington County Clallam Nearest town Joyce County Clallam April 1962 Distance and direction from nearest town 2,7 mile9 east Character of mark Standard disk Sn concrete poet Stamping 249.471 H 14 1931 Established by C,P, Present condition Good Detailed report Recovered as described in Washington Level Line No. 45, except that the side road is sow Gram Road, the bridge hsa been replaced by a dirt fill with n corrig- ated metal culvert and a round concrete culvert, the fence now cute across the corner sad the mark is 15 feet east of the feaae, on the edKe of the 2-foot bank in the southwest angle of the intersection, DEPARTMENT OF COMMERDE ¢ g' 0Oe'rb n, ~s"` a°`"" RECOVERY NOTE, BENCH MARK K Designation C 14 State Washington County Clallam Nearest town Joyce County 01 °tla~ Distance and direction from nearest town 5,3 miles east April 1962 Character of mark Standard disk in concrete post Stamping 356.479 C ui 1931 Established by C,p„ Present condition ~~ ' Detailed report Recovered as described in Washington Level Line No. 45, except that the service station is now a shell station run by Hill Lennon, There is a house about 20 yards east of the aeLvine station and the mark is in the northeast corner of the lawn, 60 feet northeast of the northeast corner of the house, pRM sesA tJ. B. D('PARTMENT OF COMMERCE 11•e-54) coAat Ano cronR tc suFVFr RECOVERY NOTE, BENCH MARK R Designation E l!i State Washington County Clallam Nearest town Port Angeles County Clallam Chief of Party Hemp R. Steate Distance and direction from nearest town5.5 miles west Recovery Date Sept. 1959 Character of mark Std. disk Stampin¢ 336. E 14 1931 Established by USCB~S Present condition Good Detailed report About 5.8 miles west along the Port Angeles-Nash Hay hlghvay (State Huy 9A) from the corner of Lincoln and First Street at Port Angeles, Clallam County, at the )ay Creek School, between entrance driveways and 2 feet north of yard fence. A standard disk, stamped "336. E 14 1931" and sat is a conarete post, Reported destroyed, Line 45, Twin RSvera to Olympia, Washington. (Revised Tanunry 5, 1952) but appears is good oondition and vertical angle leveling indicates that the elevation has not ohsaged, Kecoser~ as Deiat'bed 1963 . , .,, .,. .. ~ ,~ ..r. ~... ,., ;,y„. ,.`~. ~et.,~~...annuad;nA:..d n.„.,, ,, „,.vN. ~ .,, ~.i wr . .. .., e _, 4~`, i~ f''w~ v~ iL ., .,. MBA".:. .. ;':r .;1`. ~`; 1 •': ~:; Y.t. .X' ~. ~':.-~ U.S. DEPARTMENT OF COMMERCE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL OCEAN SURVEY DEPARTMENT OF COMMERCE R ` o°.,N~:u. mss'°'°"° RECOVERY NOTE, BENCH MARK VERTICAL CONTROL DATA by the NATIONAL GEODETIC SURVEY SEA.LEVEL DATUM OF 1929 Designation F ].l. State Washington County Clallam Nearest town port Angeles County ClaTl.m March 1962 Distance and direction from nearest town j miles neat Character of mark Standard disk set in a concrete poet Stamping 300.459 F 1/. 1931 Established by C,p, Present condition , (jepd Detailed report The mark vas rscove;ad as described !a Washington Level Line No. 45, revised. Jan, 5, 1952. Additional information- It ie 10 feet vest of the aoraer of the cyclone fenoe around the park. About 3 miles west along the Port Angeles-Nash Bay highway from the corner of Lincoln and First Streets at Port Angeles, Clallam County, at the Lincoln City Park, 40 feet north o the ca~terline of the highway, 33 .feet west of the center of the park gateway, and 2 feet south of the wire right-of-way fence.:' A standard disk, stamped "300.459 F 14 1931" and set In the top of a concrete post projecting about 8 inches above ground. DEPARTMENT OP COMMERCE u. s. c°.,, ..° a.°°~:c sP.... RECOVERY NOTE, BENCH MARK wrm ems Designation G-14 State WashiagtoII County Clallam Nearest town Port Angeles County Clallam March 1962 Distance and direction from nearest town In Port Angeles, Character of mark Standard disk set Sn a ooacrete step, Stamping 205.144 G 14 1931 Established by C.P.. Present condition Good Detailed report The mark we rooovered as described in Washington Level Line No. 45, revised Jan, 5, 1952. At Port A ales, Clallam County, at the corner of Eighth and C Streets, an a Sncoln School, at the southeast entrance., and in the top of the southwest end of the first step from the bottom. A standard disk, stamped "205.144 0 14 1931." DEPARTMRNT OF COMMERCR RECOVERY NOTE, BENCH- MARK D. R Coax ,ro Osoomc 3oxvn trorm ems Designation H 14 State Waehingtoa County Clallam Nearest town Port Angeles County ClalT°,A March 1962 Distance and direction from nearest town I7n Port Angeles Character of mark Standard dlak Stamping 19.38C H 14 1931 Established by C.P, Present condition Good Detailed report The mark vas recovered ae described in Washington Lovsl Lins Po. 45, revised Jaa, 5, 1952. PAGE N0, 3 45 wasx. MAY 1972 DEPA RTMANT OP COMMERCE R u. e. o°•in;:m ~a:~ s....r RECOVERY NOTE, BENCH MARK Designation Tidal 6 State Washington County Clallam Nearest town Port Angeles County Clain March 1962 Distance and direction from nearest town In Port Angeles Character of mark' Standard Mak Stamping Established by C.P. Present condition Good , Detailed report The mark vsa recovered ae described in Washington Level Line No. 45, revised Jan, 5, 1952. Ths mark has been painted over eo heavily that the letters on the disk are illegible. At Port An elan, Clallam County, on the west aide of Laurel Street be wean Front and First Streets, at the northeast corner of the W. Mores building, in the north concrete wall (ad,7acent to an alley crossing Laurel Street), 6 inches west of the corner, and about 6 inches higher than the pavement. A standard disk, set vertically, DEPARTMENT OF CDMMERCR R u, a. coA.~oim~esae.TCJVBV:: RECOVERY NOTE, BENCH MARK R At Port A ales, Clallam County, at the southeast corner of Front an ure 5 Teets, at the Laurel Street side of the First National Sank building, in the concrete ledge of the first window south of Front Street, 19 feet south of the Front Street curb 11ne, 15 feet east of the Laurel Street curb line, and a~u~ 14f193ihpgher. than the sidewalk. A standard disk, stamped '19.3 Designation Tidal 7 State Washington County Clallam Nearesttown Port Angeles County Clallam March 1962 Distance and direction from nearest town Ln Port Angeles Character of mark Standard Diak Stamping 7 1921 Established by C.P. Present condition Good Detailed report The mark van recovered. The store has evidently been remodeled end the mark is on the vest aide of the building, 7 feet north of the southwest corner is the step below the plate glass window and about 6 inches above the sidewalk, It Se in the northeast corner of 1st and Laurel Stseats, at the Fry Drug Store. Previous description Washington Level Line No. $5. R DEPARTMENT OF COMMEAOE R D. 8. Cos~,opo~ ~n~ s suave, RECOVERY NOTE, BENCH MARK Designation 'i'ii S State Washington County Clallam Nearest town Piirt Angeles County Clallam March 1962 Distance and direction from nearest town Ea Port Angilee .Character of mark Standard disk Stamping 8 1921 Established by C.P, Present condition Cool Detailed report The mark vas rscoverod. There rise been remodeling of the store 1Yonta and the mark is flush with the sidewalk, with new concrete work around it, but St appears the mark wen left in a chunk of old concrete, prestmubly undeaturbed. The mark ie 7 feet north of the entrance to 114 E, let Street, 12 test east of the west wall of the building and 3 lnches south of the south edge of the sidewalk. Previous description Washington Level Liae No. 45. U.S. DEPARTMENT OF COMMERCE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL OCEAN SURVEY DEPARTMEYT OF COMMERCE ' u. s. co. ~ti~Da~o w m s°avar RECOVERY' NOTE, BENCH MARK R PAGE N0, 4 45 wasH. MAY 1972 DEFARTM£NT OF COMMERCE R u. e. c°.,, ."° o.°°,°:° s°a°,. RECOVERY N07E, BENCH MARK Ebrm seas Designation S 14 RESET 190 State Washington County ClaTT.,. Nearest town Port Angeles County Clallam Distance and direction from nearest town III Port Angeles March 1962 Character of mark Standard disk sat in ooaerete post Stamping K 1/. RESET 1940 Established by C,P.,& Reset by the City Engineer of Port Angeles is 1940. Present condition Good Detailed report A complete new description follows. The mark is located is Port Angeles, on the Roosevelt School Grounds which is on 4th Street, It is 63 feet east of the flagpole, 34 feet south of the southeast corner of the school building, 33 feet north of the center of 4th street, 15 feet vest of the center of the driveway at the southwest corner of the parking lot, 2 feet vest-southwest of a concrete fence goat, 1 foot north of the north edge of the aidevalk and at the southwest corner of a rev of bnahes along the east Bids of the lava. The disk ie net in a concrete poet 1 inch below the elafnce of the ground, Designation F. T. S: 1 (IISGS) State Waelaingtoa County Clallam Nearest town Port Angeles County Clallam March 1962 Distance and direction from nearest town In Port Ang,elsa Character of mark A`Ceologioal Surveil Cap rivS.ted to a 3~ Stamping 94.134 PRIM TRAY STA' Established by C.P. inch iron pips. 1~ 1 1917 Present condition Disturbed Detailed report The mark was recovered, but the x>1pe Sa leaning to the southvast on about a 30 degree angle. Tt is also loose in the ground, and of very little value ea a bench mark. Pievioua description WaaY,ington Level Liae Ho., 45. At Por__t_Angel_es, Clallam County, at the southwest corner of First and act a Streets, 28 feet south of the centerline of First Street, 25 feet west of the centerline of Race Street, and 2 feet east of a pole. A United Staten Geological Survey standard cap, stamped "94.134 PRIM TRAY STA NO 1 1917" and riveted on the top of a 3-1/2-inch. iron pipe pro,Jecting about 15 inches above ground. DEPARTMENT OF COMMF.ACE R D• s. °°"'~ ""° °`°°"`°'°`°" RECOVERY NOTE; BENCH MARK .rorm see s Designation L 14 ~ State Washington County ~~ Nearesttown Port Angeles County Clallam March 1962 Gistance and direction from nearest town In PDrt Angeles Character of mark Standard disk set in a eonorete post Stamping 135.758 L 1/, 1931 Established by C, P. Present condition Good Detailed report The mark vas recovered as described in Washington Level Line No. 45, revised San. 5, 1952E except that it is now only about 1 foot underground. Additional information- The mark ie 11.8 feet south of the aurb and 6.3 .feet vest of a 6-iach pipe vhioh helps support a sign. At Port Angeles, Clallam County, at the southwest corner of First and Ennis Streets, 38 feet south of the centerline of Flrat Street, and 33 feet west of the centerline of Ennis Street. A standard disk, stamped "135.758 L 14 1931" and net in the top of a concrete post about 1-1/2 fe9t under ground. ' DEPARTMENT OF COMMERCE D. s. a°.,.."° oa°°a°~< sea°., RECOVERY NOTE, BENCH MARK' Erorm sass ,Designation `Jt 1/i State Washington County Clellem Nearesttown~ Port Angeles County Clallam March 1962 Distance and direction from nearest town Ill Port Angeles 'Character of mark Standard disk net in coaorete steps Stamping 81.384 J 14 1931 Established by C.P. Present condition Good .Detailed report '' The mark vas recovered ae dssaribed in Washington Level Ltne No. 45, revised Jan. 5, 1952. NDTE: USE WITH CAUTION, DEPARTMENT OY COMMERCE D. e. c°.,Ero.~~e:° avava, RECOVERY NOTE, BENCH MARK R Designation ~ H l4 State Washington County Clallam Nearest town Port Angeles County Clallam March 1962 Distance and direction from nearest town 7.6 miles east Character of mark Standard disk set is eonarete poet Stamping Established by C.P. Present condition Mutilated Detailed report The mark van recovered as desaribed in Washington Iavel I3ae Ho. 45, revised Jan. 5, 1952, except that it is 31.5 feet south of the center of the railroad track instead of 30 feet as stated in the original description, The top of the disk had been battered and the atemping could not bs read, g 14 was reetampsd on the disk. A metal xitnees poet vas net 1 foot east of the mark. Tb reach Pram the intersection of Lincoln St, and let St. in Port Angelsa, go seat oa lot Street (U.S.Aigbvay 101) for b,l miles to s aids road left with a Chevron Gea Station in the nortbeast angle of the intersection. Turn left sad go north 0.1 mile to the Fairview Hall oa the left, continve northerly for 0.6 mils to the railrwd crossing and the station is the eouthsea. angle of .the intersection. R DEPARTMENT OF COMMERCE °. s. c°.,, °"° °.°°"" s°`".' RECOVERY NOTE, BENCH MARK .rorm seas At Port An ales, Clallam County, on the east aide oP Lincoln ' Street, ee south of the centerline of Third Street, at the county courthouse, at the main entrance, in the second tier of steps above the street level, and in the top of the north end of the Fourth step from the bottom. A standard disk, stamped "81.384 J 14 1931." VERTICAL CONTROL DATA by the NATIONAL GEODETIC SURVEY SEA~LEVEL DATUM OF 1929 R Designation F14 State Washington County Cl.iT.,. Nearest town 3equim County Clallam March 1982 Distance and direction from nearest town 8 1/2 miles west Character of mark Standard dlak set in oonoreta poet Stamping 191.279 P 1!i 1931 Established by C.P. Present condition Good Detailed report ' The nark vas renovated as described in Washington Level Line No. 45, revised San. 5, 1952, except that it vas found to b 22 1/2 feet vest of the wntar lin. of the road leading south instead of 21 feet ae previously btstad. To reaah from the tratfio light at the Snteraectioa of $equlm Aw. sad vaehing- ton 3t. in 8equim, go eeeterlp on O.S. Highway 101 for 3.3 m11as to a crosaroada known ae Rosande Corner. Turn right and go north on the Carlaborg toed for 1.7 miles to a T-intersection, turn left and go 3.6 miles to a fork, keep right fork sad go 1,2 miles to a aide road left, turn left and go south on the blacktop road for about 100 feet to the railroad aroeeing and the mark oa the right. ~~ r ,~ ;;. ~. . ~.,.~.,:,, .. ~, tai~~ .r... . r.w : i ... .:;1 .a. ,FR°.:~,.. G+r.,«,r ...;'.. 1 ,. .S,or..w;w.,u::,;,,:i:w:r,..,s...,:,l.,acts a..rd:irr/.i,a...,;r:. 1. .... ,:. ~ ~.~: : ~ ~ '~~~ U.S. DEPARTMENT OF COMMERCE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL OCEAN SURVEY VERTICAL CONTROL DATA by the NATIONAL GEODETIC SURVEY SEA~LEVEI. DATUM OF 1929 DSPARTMF.NT OF COMMERCE R II. s. co...F,~oa,e6:er:c s°.... RECOVERY NOTE, BENCH MARK Designation Q 71i State Washington County C1aTT.,E Nearest town Sequim County C1.a71nm March 1962 Distance and direction from nearest town 5.5 miles went Character of mark Standard disk set in eonorete post Stamping 168.651 Q 7.4 1931 Established by C. P, Present condition Cood Detailed report The mark was recovered. A complete new description follows. To reach from the traffic light at the intersection of Sequim Ave, and Washing- ton St, in Sequim, go westerly on II. S. Highway 101 for 3.3 miles to a crossroads known as Rossnda Corner, turn right on the Carlaborg Road and go 1.7 miles to a T- interaection, turn left and go went 1,8 miles to a aide road left, turn loft amd go south for 0.25 mile to the railroad crossing and the mark on the right,, The mark la 54 feet west-northveat of the interaectioa of the road and the railroad, 43 feet sonthwest of a telephone Able, 21.8 feet east of thenortheast end of a concrete culvert Hader the railroad, 15.4 feet north of the Deafer of the railroad traake and 3 feet southeast of the edge of a narrow ditch. DBPARTMENT OF COMMERCE ' ° s. o°•'* •"° °to~,:.°'°^°' RECOVERY NOTE, BENCH MARK Form seas Designation R 7Ji State Washington County Cl.aJ.lam Nearest town Carlaborg County C1ATT9m~ Feb. 1962 Distance and direction from nearest town $ Carlsborg Character of mark Standard disk, Concrete post Stamping 1(,8,441 R ]$ 1931 Established by C.P. Present condition Good ' Detailed report ' The mark was found in good condition. The railroad depot at Carlsborg is gone and the road paralleling the track has growtt up to grass. The mark is about 45 yards east of the intersection oP the blacktop road and the railroad in Carlsborg, 17,3 Peet east of a power pole and 10.5 Seet north oY a 6-inch iron pipe which pro3ecta;l foot. DEPARTMENT CF COMMERCE II. e. cosi+ti~m was ,° s°".rr RECOVERY NOTE, BENCH MARK R R Designation S']!, State Washington County Cla]1at Nearest town Sequim County Clal7am March 1962 Distance and direction from nearest town Ia Sequim Character of mark Standard dick set in square ooaerete goat Stamping 204.731 3'14 1931 Established by C.F, Present condition Cood ' Detailed report The mark was rsoovsred as desoribed in Washington Level Line No. 45, revised Jan. 5, 1952, except that ih was found to be 59 feet south of the center of the main traok and 22 feet south of the Deafer of the aide track instead of 55 feet and 21 feet, It is also 1 foot went o! a north-south power line end the mark pro~eata about 10 inchse at the present time. At Sequim, Clallam County, 85 feet southwest of the scu~hwest corner of the Chicago, Milwaukee, St. Paul & Pacific Railroad station, 55 feet south of the center of the main track, 21 feet south of the center of the side track and 28 feet east o° the center of Sequim Avenue, and set in the top of a 10 inch square concrete post protecting about 6 Inches above the ground. PAGE N0, 5 45 wasH. MAY 1972 DBPAftTMF.NT OF COMMP.RCP. R °' s' `""'';.; n,`~;;;~"` "°""" RECOVERY NOTE, BENCH MARK Designation T 14 State Washington County Clallam Nearest town Sequin County Clallam MARCH 1962 Distance and direction from nearest town In Sequim Character of mark Standard dlek net in concrete poet Stamping Established by C,P,. Present condition Mutilated Detailed report The mark was recovered as described in Washington Level Line No. 45, revised Jan, 5,1952, except that it is nearer 22 feet fiorth of the center of Maple Ave, then it ie 16 sa stated previously. Tha top of the disk is badly battered and the stamping could not be read. T IQ was raetemped on the mark at this time, At Sequim, Clallam County, at the northeast corner of Sequim Avenue and ale Street, 25 feet east of the centerline of,Sequim Avenue, 18 feet north of the centerline of Maple Street, and 4 feet southeast of a pole. A standard disk, stamped "187.831 T 14 1931" and net in the top of a concrete post protecting about 6 inches above ground. DBPARTMENT OF COMMERCE II. 9. Comi Aeo O,o me 9vav,r RECOVERY NOTE,"BENCH MARK Form sass Designation J3 State Washington County Cln7T.m Nearest town Sequim County Cla7lam March 1962 Distance and direction from nearest town In Sequim Character of mark II, S. Geologleal ~eY B.M, Diak ast Stamping 182,959 J 3 1929 Established by C,P, ~ ~verttcally Present condition Good Detailed report The mark was recovered as described and found to be in good condition. Previous description Washington Level Line No. 45. At Sequim, Clallam County, at the southeast corner of Sequim and Washington Av-enues,.in the north aide of the State Bank of Sequim building, 1 foot east of the northwest corner, and 1.4 feet higher than the sidewalk. A IInited States Geological Survey standard disk, stamped "182.959 J 3 192g" and set vertically. DEPARTMENT OP COMMERCE II. e. cau*P,orm ~~ru s°..:r RECOVERY NOTE, BENCH MARK Designation U ].4 State Washington ~ County Cls7]at¢ Nearest town Sequim CountyClallam ~ Feb. 1962 Distance and direction from nearest town 2,5 m11es east Character of mark Standard disk set in concrete post Stamping 195.177 U 14 1931 Established by C.P. Present condition Goed Detailed report To reach from the traffic light at the Intersection of Sequim Ave, and Washington St. in Sequim, go easter]y on t~.S. Highway 1A1 for 2.5 miles to a road right and a driveway left. Turn left into driveway and follow dim road north about 80 yards to the railroad track. The mark is about 70 yards north-northwest of a house, 18 yards northwest of the intersection of the dim road and the railroad, 26 feat southwest of the west gate post and ].8 Yee£ northeast of the center. of the railroad track. The mark pm~ecta about 5 inches. RECOVERED AS DESCRIBED-MARCH 1967 REPORT--2.0 feet south of a steel picket witness post. R R U.S. DEPARTMENT OF COMMERCE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL OCEAN SURVEY SPUR LINE TO PORT WASHINGTON U.S. DEPARTMENT OF COAMERCf, ( I. g. Sg~ COAST ARD BEODETIC SURVEY VERTICAL CONTROL DATA by the NATIONAL GEODETIC SURVEY SEA-LEVEL DATUM OF 1929 RECOVERY NOTE, BENCH MARK R WASHnaGTON - 49 Designation TIDAL 2 1926 State Washington County C]allam Nearest town Washington Harbor County Clallam Chiet of Party Fred Natella Distance and direction from nearest town At Washington Harbor Recovery Date September 1962 Character of mark Bronze disk Stamping Nt1 2 Established by Coast end Geodetic Survey , Present condition Good Detailed report The mark vas recovered in good condition, It is located on the vest aide of and at the entrance to Sequin Bay, at Washington Harbor, about 350 feet north of the Bugge 'Canning Compagv dock, 69 1,~2 feet north of the north face (extended) of Mr, A,A, Bugge ',residence, 16 feet vest of centerline of a paved road at 6 turn, 5 feet vast of east face (extended) of house, and 21/2 feet below,the surface of the ground at the bottom Hof a 12-inch square the well, END OF THE SPUR LINE V. e~COAmSARD OsDDm3c 8vavaTS ,~,mBg~A R~,COVERY NOTE, BENCH MARK R Designation D 14 State Washington County C71}19amt Nearest town Sequin County Cla7lam Feb. 1g62 Distance and direction from nearest town $ miles southeast Character of mark Standard disk set in Concrete post Stamping 93,825 ~ 14 1931 Established by C.P. Present condition Good Detailed report The mark was recovered about 1 foot below the surface of the ground, irL the northeastern edge of a 3-foot high mound of dirt. To reach the mark from the intersection of Sequin Ave. and Washington St. in Seqvim, go southeasterly on U. S. Highway. 101 for 4.1 miles to a reverse Y (about O. k5 mile northwest of the entrance to Sequins State Park. The road ruruilrLg northerly off the highxay at this point has a BROAD CLOSEDr sign on it.) Turn sharp left and go about 150 feet to the railroad crossing and the mark. Tha mark is about 112 yards southeast of a timber rai]soad trestle, 61 feet north of a power pole, 36 feet west-northwest of the center of the interseett4on of the railroad tracks and the blacktop road and 12.5 feet southwest of the center of the railroad tracks. RECOVERED AS DESCRIBED-MARCH 1967 REPORT--2,0 feet south of a steel picket witness post, DEPARTMENT OF COMMERCE D. e. cD.3.P,D.~ ~~ .f BvavaT RECOVERY NOTE, BENCH MARK R Designation W 11M State Washington County CT at Ta.R Nearest town Blvn County Clal]am Feb. 1962 Distance and direction from nearest town In Blyn Character of mark Standard disk eat in concrete poet Stamping 19.199 W 14 1931 Established by C.P. Present condition Good Detailed report The mark was recovered as described except that the railroad depot in Hlyn is gone. ' To reach the station Prom the traffic light in Sequin, go southeast on U. S. Highway 101 for 6.9 miles to the first one of two aide roads which cross the railroad track in Blyn. The mark is about b5 yards west of the intersedtion of the aide road and the railroad, on the southeast edge of the ditch along old highway 101, and appr~mdtoately on tangont with the center line of the Jimmy Came Late]y Road which is southeast of the mark. DSPARTMSNT OF COMMERCE II. B. DOAS2 •ND OsoOmc evavar Erotm Bea A RECOVERY NOTE, BENCH MARK R Designation g State Was on County C]allam Nearest town 81yn County C]~m Feb. 1862 Distance and direction from nearest town 2.4 miles northeast Character of mark Standard disk, concrete poet Stamping 179.695 x ll, 1931 Established by C, P. Present condition Good ~ ~• Detailed report Tha mark was recovered as described, Additional information follows: To reach from the traffic light 9n Sequin, go southeast on U. S. Highway 101 for 7.1 miles to the service station and store on the north side of the railroad tracks in Blyn, continue northeast on U. S. Highway 101 for 2,4 miles to a reverse Y, tum sharp left and go about 200 feet to the railroad crossing and the station. The mark is 76 feet southwest of a telephone pole, 52 feet southeast of a telephone pole, 50 feet west of a power line guy pole and 1 foot west of a white witness poet. ' 2.6 miles east along the Chicago, Milwaukee, St. Paul & Pacific Railroad from B~~l~~n, Clallam County, 0.8 mile west of the Jefferson- Clallam county~lne, at the crossing of old U.S. Highway 101, 30 feet south of the centerline of the track, and 15 feet south of the center- line of the old highway. A standard disk, stamped "179.695 x 14 1931" and set in the top of a concrete poet projecting about 6 inches above ground. oRM 6a5A U.S. DEPARTMENT OF COMMERCE (l-g• 58) COST AND 6FODEi IC SURVEY WASHINGTON - 50 RECOVERY NOTE, BENCH MARK Designation TIDAL Y 14 1931 State Washington County Jefferson Nearest town Gardiner County Jefferson Chief of PartyFrad Natella Distance and direction from nearest town At Gardiner Recovery Date September 1962 Character of mark Bronze disk Stamping Y ]4 1931 125.010 Established by Coast and Geodetic Survey Present condition Good Detailed report The mark was recovered is good wndition. It is located in Gardiner about 1600 Yeet south oP the boat ramp is Gardiner, about 1/.00 feet west of the post office in Gardiner, 74 feet east of a road (main road leading from U. S, Highway 101 to boat ramp in Gardiner) 33 feet south of centerline of road psrallal to tracks, and 24 feet north of centerline of a railroad track, The mark is a standard disk set is the top of a 10 inch square concrete roomtment, FO BM easA U.S. DEPARTMENT OF COMMERCE. (1.9-59) COAST AND DfOD[TIC SURVEY wASHn~rcTCN - 5o RECOVERY NOTE, BENCH MARK Designation TIDAL 1 1881 State Washington County Jefferson Nearest town Gardiner County Jefferson Chief of Party Fred Natella Distance and dl rection from nearest town At Gardiner Recovery Date September 1962 Character of mark Chiseled crosses Stamping Established by Coast and Geodetic Survey Present condition Good Detailed report r The mark vas recovered in good condition. It is located on t he vest shore of Discovery Bay, about 0,7 mile southeast along the shoreline £rom the boat ramp at Gardiner, on the southwest sidd of a large detached houlder about 15 feet square and about 15 feat high, The mark is the centerline of tw crosses with 3/B inch holes about 1/2-inch deep,in the center of each cross. It is about 4 feet above the base of the rock, PAGE N0, 6 45 wgsx. MAY 1g72 R R ~i h~ .. n, :r ,'. ".'.r'.,.~'. •,8,::.Fr rrwrt ~.u•.;:.,.vr,r)r.i+.i'.x.,Lr rtt Jf'r.~,V. rrr../r vl~,,'.., r rf r,...:'. r..I~Aif3M-J,#hAfiJ'a"~rVri..rW4w Wr..nk Wnt.~.M:'...r,...r '1...,:'.vrl :., w(.. ~,r r ~i; ~ .. 1• U.S. DEPARTMENT OF COMMERCE by the NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL GEODETIC SURVEY NATIONAL OCEAN SURVEY SEA~LEVEL DATUM OF 1929 PAGE NOR 7 45 WASH. MAY 1972 rDw 695A U.S. OEPARTNENT OF CDEMERCE (,.e ~( COAST AND i[OD[TIE PURVEY ow 6e5A U.a• DEPARTMENT OF COMMERCE (I.6•SB) COAST AMD i[ODLTIC SURVEY R RECOVERY NOTE, BENCH MARK ~ RECOVERY NOTE, BENCH MARK Designation A 15 State Washington County Jefferson ~ Designation D 15 State Washington County Jefferson Chief of Party C t Nearest town Quilcene County Chiefof Party nce and direction from nearest town 14.3 miles north Recovery Date Sept. 1944 Di t oun y Nearest town Quilcene Distance and direction from nearest town g.7 miles north Recovery Date Nov. 1934 s a Character of mark Standard disk Stamping Character of mark Standard disk Stamping Established by USC&GS Established by USC&GS Present condition GOOD Present condition GOOD Detailed report Detailed report 14.3 miles north along U.S. Highway I01 from Quilcene, Jefferson 9.7 miles north along U.S. Highway 101 from Quilcene, Jefferson at the station and score lin Ga f i t th U V 400 feet north along the San Dab Camp road;~~Tie crossing County , so e a n on sou o .County, 400 fee t 0 f d h l ,~... ,,- ,. , Milwaukee, St. Paul & Pacific Railroad, 18 feet north- oP the Chicago ouse, 5 ee ore Junction of a driveway leading to a cream-co f th , west of the centerline of the track, 13 feet north of the centerline d 6 feet southeast of a 6-foot earth bank. A standard a d e east of the centerline of the highway, and 22 feet north o centerline of the driveway. A standard disk, stamped "186.328 D 15 n , of the roa 138 A 15 1931" and set in the top of a concrete d "20 ta k 1931" and set in the top of a concrete post prC~ecting about 8 inches . mpe dis , s post protecting about $ inches above ground. above ground. RECOVERED AS DESCRIBED-Dec. 1963 REPORT--It is now a Chevron Station, but the store and station are closed. U.S. DEPARTMENT OF CDMMERCE w dBSA e0A3T AND C[OOETIC SURVfY 9-591 (1 R U. S. DEPARTMENT OF COMMERCE row 6e5A ((. g. r~¢) COAST AND iE00ETlt SURV[Y . RECOVERY NOTE, BENCH MARK RECOVERY NOTE, BENCH MARK R Designation B 15 RESET 1939 State Washington County Jefferson Chief of Party Designation fi15 State Washington County Jefferson f P Nearest town Quilcene County ng Oate .Aug. 1952 d direction from nearest town 12.9 miles north arty Nearest town Quilcene County Chief o Distance and direction from nearest town 6.1 miles north Recovery Date pug. 1952 Distance an Stampi Character of mark Standard disk Character of mark Standard disk Stamping Established by USC&GS Present condition NOT RECOVERED (USGS 1952 Established by USC&GS Present condition NOT RECOVERED (USGS 1952 Detailed report Detailed report I2.9 miles north along U. S. Highway I01 from uilcene, Jefferson as of the 'b.l miles north along U.S. Highway 101 from Quilcene, tefferson County, 0.2 mile east along State Highway 9; 610 fee e Snow Creek bridge, and 22 feet south of the center- f th 11 County, 4.7 miles north of the concrete bridge over it e Quilcene at the crossing of a road leading west to Lake Leland, 48 feet Riv r e east end o and Line of the highway. A standard disk, stamped 'B 15 RESET 1939 , e west of the centerline of the highway, 40 feet north of the centerline „+.~., ~ ~ set in the top of aconcrete-Filled concrete pipe, of the road, and 1-1/2 Peep east of a wire fence. A standard disk, ost r t f t " " p : ;.~; e e p a conc op, o and set in the 203.540 E 15 1931 stamped µ, ,,;. protecting about 6 inches above ground. row EeSA U.S. DEPARTMENT OF COMMERCE COAST ANO ifODET IC PURVEY tl•e•set DESCR IPYION OF BENCH MARK RECOVERY NOTE, BENCH MARK . Deai¢nat1DD G 15 RESET 1966 state Washington cDanty Jefferson Designation C 15 State Washington County Jefferson Chief of Party Nearest tmw, Qlilcene county Jefferson ChieY of oarty Distance and~dlrection from nesreat townl 3 M1. N, Leveling date February 1966 Count Nearest town Quilcene y tance and direction from nearest town 11.7 miles north Recovery Date May 1952 Di 'Character oY mark ' eatablianed by ~~ bench mayk dgsk stamDln¢ 102.670 G 15 RESET t E s 1 f C 66 J s Character of mark Standard disk Stamping oun n neer 9 ef erson Detailed descrlDtlon Established by USC&GS Present condition DISTURBED (USGS -CONSIDERED DESTROYED on its rooted and lying i About 1.3 miles north along U. S. Highway 101 Prom Quilcene at Wildwood Park 330 feet south of the concrete abutment s up Detailed report Concrete base of station , , aide with disk intact. of the concrete bridge over Little Quilcene River, 108-feet south of the motel office building, 32 feet west of the centerline of the highway and 3 feet west of an electric power pole, set in the top of a 4"x 4" concrete post protecting about 10 inches above ground. ~ ,... ...: 9 ;f 1 ~ new., nr.+. ~, r ;ri„ ~~ VERTICAL CONTROL DATA U.S. DEPARTMENT OF COMMERCE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL OCEAN SURVEY DESCRIPTION OF BENCB MARK VERTICAL CONTROL DATA by the NATIONAL GEODETIC SURVEY SEA-LEVEL DATUM OF 1929 Designation U 409 state Washington connty Jefferson Nearest town Quilcene conncr Jefferson chief of party C. Symms Distance and direction from nearest town 0.35 mile northwest Levelin¢ date NOV. 1965 Character of mark C&f,S bench mark disk stampin¢ IJ 409 1965 Established by G&GS Detailed description 0.35 mile northwest along U.S. Highway 101 from Quilcene High School at Quilcene, in the top of the east corner of the concrete loading platform for Reeves Lumber and Hardware Company, 75 feet south- west of the center line of the highway, 4.0 feet northeast of the east I corner of the building, about 4 feet higher than the highway, and 3.0 feet above the ground. DESIGNATION H 15 sTATEWas}lington coDNTY Jefferson R~ ~NEA REST TOWN Quilcene COUNTY Jefferson CHIEF OF PARTY C. Symms DISTANCE AND DIRECTION FROM NEAREST TOWN At Quilcene RECOVERY DATE Nov. 1965 CHARACTER OF MARK I - STAMPING C&GS bench mark disk ESTABLISHED BY PRESENT CONDITION DETAILED REPORT This mark was destroyed when a new school building was built. The disk was sent to the Coast and Geodetic Survey office at Seattle, Washington according to report From the school janitor. i /r, OESIG NATION J 16 t VSGS) STATE Washington COUNTY Jefferson NEAREST TOWN COUNTY CHIEF OF PARTY Quilcene Jefferson C. Symms DISTANCE AND DIRECTION FROM NEAREST TOWN ~ RECOVERY OA E At Quilcene Mov. 195 CHARACTER OF MARK STAMPING USGS bench mark disk ESTABLISHED BY PRESENT CONDITION USGS Destroyed DET AIL ED REPO RT This mark was destroyed when a new school was 'built. The janitor reported the disk was sent to the Coast and Geodetic Survey office at Seattle. DESCRIPTION OF BENCD MARK Designation B 409 state Washington coDn cy Jefferson Nearest ~ownQUllCene connty Jefferson Ch1er of Darcy (i, .4ymna Distance and dl rectlon Prom nearest town At Quilcene Leve lids date NOV. 1965 Character or mark CkGS bench mark disk stamping B 409 1965 Eatabllahed by CdcGS petalled description At Quilcene, net vertically in the south face of the old , Quilcene High School building, 0.8 foot east of the southeast corner, 234 feet east of the center line of the highway, about 3 feet lower than the highway, and 3.0 feet above Lhe ground. PAGE N0, 8 45 WASH, MAY 1972 SPTJR LINE N THEN S.ALONG TOANDOS PENINSiTLA G D P DESCRIPTION OF BENCH MARK Designation Y 40$ state Washington connty Jefferson Nearest town Quilcene County Jeff~_rson Chief or party C, Symna Distance and direction from nearest town 0.45 miles northeast LeYeiin¢ ante NOV. 1965 Character of mark C&GS bench mark disk stamDin¢ Y 40$ 1965 Establishes by C&.GS Detailed description 0.45 mile northeast along a county road fromQuilcene High School at Quilcene, in the top of the east end of the north concrete abutment of a concrete bridge over Quilcene-River, 19 feet east of the canter line of the ro d, 15$ feet south of the center line of a paved road southeast to Lindays Beach, 1.5 feet east of the north end of the east guardrail, and about level with the road. DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT SP Ea"a porwslyhf Ne. 2 s+m. Washington c..n•r Jefferson Dlatanew and dbwerlnn hem b•nch lands Near Y 40$ ehl.r nr Pcm C. Symna D.tallwd dw.c.IpNon Dotw NDV • 1965 Surface of the roadway at the junction of the center lines of Lindsays Beach Road and a road. .... SPUR LINE SE TO LINDSAYS BEACH DESCRIPTION OF BENCIi MARK Designation D 411 state Washington connty Jefferson Nearest town Quilcene county Jefferson chief or party C. Symna Distance and direction from nearest town 1.45 m3188 IIhrthe8 at Leve lin¢ date NOV. 1965 Character of mark CdcGS bench mark disk stampin¢ D 411 1965 Established by G&GS Detailetl description D.5 mile north along a road from Quilcene High School at Quilcene, thence 0.95 mile east along Lindsays Beach Road, at the "T" junction of an asphalt road north, at the northwest end of a curve, 21 feet south of the center line of the road, 52 feet west of the extended center line of the road north, 1~ feet west of a power pole with a tran>iformer, 1.0 foot north of a witness post, about level xith the road, and set in the top of a concrete poet projecting 0.3 foot above the ground. ,. DESCRIPTION OF BENCB MARK Designation E 411 state Washington connty Jefferson Nearest town Quilcene conncr Jefferson Chief oP Darcy C. Symna Distance and direction trom nearest town 2 35 IDileB east Levelln¢ date Nov. 1965 cnaraccer or mark CkGS bench mark disk scampin¢ E 411 1965 eatabllsnea br C&GS Detailed de acrlDtion 0.5 mile north along a road from Quilcene High School at Quilcene, thence 1.$5 mile southeast along Lindsays Beach Road, about 100 yards southeast of the junction of a road south to Fishermaaa Point, oa the outside of a curve, 29 feet southwest of the center line of the road, 1} feet southeast of power pole 25-970 rith trro guy wires, 2.1 feet northeast of a witness poet, about } foot lower than the road, and net is the top of a concrete post projecting 0.4 foot above the ground. j .. .. ., ~ .~.A.~.'4~•r4 w iN+F.x::~ 4~.F .'..~ an .b 'F .. M , W.N ~.1 WAw...v .. O..IL~ VM.n F .4 . .~, .. ... ~ n ~ '. ., .. r~; :r~rs, ~,.~.. 4~~;>..?~r} s., :,,. ~ 41. :.. ,. :ts U.S. DEPARTMENT OF COMMERCE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NAT10NAl OCEAN SURVEY DESCRIPTION OF BENCII h1ARK VERTICAL CONTROL DATA by the NATIONAL GEODETIC SURVEY sEA~LEVEL DATUM OF 1929 Designation F 411 stet. Washington coo"tyJefferson Quilcene connty Chief of party Nearest torn Jefferson C. Symms Distance and dl rectfon from nearest town 3 2 miles bast Leveling da Ce NOV. 1965 cne rat ter or mark C&GS bench mark disk se amDfne F 411 1965 EstaD]ishetl Dy ('i~r`.5` Detail ed desc riDtion 0~5 mile north along a road from Quilcene High School at Quilcene, thence 2.7 m31es southeast along Lindsays Beach Road, at the "T" junction of a graveled road east, 20 feet east of the center line of the road, 52 feet south of the center line of the road east, 34 feet south of the center of the south end of a 12-inch pipe culvert, 2 feet south of a power pole with two guy wires, 1.5 feet southeast of a witness poet, about 2 feet higher than the road, and set in the top of a concrete post projecting 0.3 foot above the ground. DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT SF -~ ~.. pi [sere fero~aM Na 1 Sew. Washington a.reey Jefferson Dbeane. .nd dir.ctloa Lem D...A m..k Near F 411 CANE of Porei~ C. Symns- o.ran.d a...r1D«.. oa+• Nov. 1965 Surface of the rofidway at the junction o£ the center lines o£ the road and a graveled road northeast. DESCRIPTION OF BENCII MARK Designation G 411 state Washington connty Jefferson Nearest torn Quilcene connty Jefferson Chief of party C. Symms Distance and direction from nearest torn 4.25 miles southeast Leveling date NoY• 1965 Character of mark C&GS bench mark disk stamping G 411 1965 Es taDllshed by 1.'sG~r`,S Detailed aescrfption 0.5 mile north along a road £rom Quilcene High School at Quilcene, thence 3.75 miles southeast along Lindsays Beach Road, 0.05 mile northwest of the summit of a hill, 150 feet southeast of the center of the Junction of a dirt road south, 131 feet southwest of the center line of the road, 3 feet southeast of a power pole with a guy wire, 1.6 feel northwest of a witness post, about 1} feat higher than the road, and set in the top of a concrete post projecting 0.3 foot above the ground'. DESCRIPTION OF BENCH MARK Designation H 411 state Washington county Jefferson ' Nearest torn Quilcene county Jefferson cnlef of Darty C. Symna Diatnnce and direction rrom nearest torn 5.25 miles southeast Leveling date Hov. 1965 cnaraeter or mark C&GS bench mark disk stamping H 411 1965 Established Dy C.FCCi$ De tall ed Oesc ription 0.5 mile north along a road from Quilcene High School at Quilcene, thence 4.75 miles southeast along Lindsays Beach Road, at the crossing of a power line, 2$ feet west of the center line of the road, 4211 feet west and across the road from a power pole bearing a small metal box, 1.7 feet southeast of guy pole, 2.0 Feet northwest of a witness post, about }foot higher than the road, and set in the top of a concrete post projecting 0.4 foot above the ground. DESCRIPTION OF BF.NC11 MARK PAGE N0. 9 45 •wASt4. MAY 1972 Dealgnst ion J 411 state Washington connty Jefferson Nearest torn Quilcene county Jefferson Chief of Darcy C. Symms Distance and di rectfon from nearest torn 5.7 miles southeast Leveling Bate NOV. 1965 cna ratter or mark CBcGS beach mark disk stampfng J 411 1965 Established by C~,S Detailed description 0.5 mile north along a road from Quilcene High School at Quilcene, thence 5.2 miles southeast along Lindsays Beach Road, on the outside of a curve, at a pull-out, 42} feet west of the center line of the road, 3 feet east of a 20-inch fir tree, 211 feet northeast of a 20- inch stump projecting about 2 feet above the ground, 1.5 feet southwest of a witness post, about 2~ feet higher than the road, and set in the top of a concrete post projecting 0.5 foot above the ground. DESCRIPTION OF BENCII MARK Designation TULE R.M. 2 scare Washington connty Jefferson Nearest tarn Quilcene connty Jefferson cnlef oe party C. 3ymna Distance end direction erom nearest torn 6.3 miles southeast Leveling date Nov. 1965 cnaraccar of mark C&OS reference mark disk stamping TULE NO 2 1961 Established DY(r'&(',$ Detailed description 0.5 mile north along a ritiad from Quilcene High School at Quilcene, thence 5.6 miles southeast along Llndsaps Beach Road, thence 0.2 mile north along a graveled road, at Lindsays Beach, 48 feet east of the center line of the Toad, 32$ feet east of a power pole with a transformer and guy wire, 92.0 feet west-northwest of the station, 115.7 feet west-southwest of R.M. 1,•1.0 foot north of a witness post, about level with the road, and set in the top of a 4-inch iron pipe filled with concrete projecting 0.3 foot above the ground. DESCRIPTION OF BENCH MARK Designation TULE scat. Washington connty Jefferson Nearest Loan Quilcene county Jefferson Chief of Darty C. Symms Dia tents and direction rrom nearest tovm 6.3 miles southeast Leveling date Nov. 1965 Cna ratter of mark USN survey disk stamDlmg Eatablfsned by U.S. Navy Detailed description 0.$ mile north along a road from Quilcene High School at Quilcene, thence 5.6 miles southeast along Lindsays Beach Road, thence 0.2 mile north along a graveled road, at Lindsays Beach, about 175 feet east and across the road from Stratton's residence, 130 feet east of the center line of the road, 115.0 feet south of the southwest corner of a small metal U.S. Navy building, 125 feet east of a power pole with a transformer and a guy wire, 92.0 feet east-southeast of R.M. 2, 7E;1 feet south of R.M. 1, 1.5 feet east of a witness post, and set in the top of a 4-inch iron pipe filled with concrete projecting 0.5 foot above the ground. VERTICAL CONTROL DATA PAGE No, to U.S. DEPARTMENT OF COMMERCE by the NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL GEODETIC SURVEY 4S WASH, NATIONAL OCEAN SURVEY SEA~LEVEL DATUM OF 1929 MAY 1972 DESCRIPTION OF BENC11 h1A1iK DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT ,Designation TULE R.M. 1 state Washington coantyJeffersbn nearest torn Quilcene connty Jefferson Chiet of party C. Symms Distance and di rectlon from nearest torn 6,3 IDiles Southeast Leveling date NOV. 1965 Character of mark C&GS reference mark disk stnmDine TULE NO 1 1961 Established Dy (,`~S` ' Detailed descriDtlon 0,5 mile north along a road from Quilcene High School at Quilcene, thence 5,6 miles southeast alon¢ Lindsays Beach Road, thence 8.2 mile north along a graveled road, at indsays Beach, 131 feet east of the center line of the road, 39.0 feet south of the southwest corner of a small metal U.S. Navy building, 76,.1 feet north of the station, 115,7 feet east-northeast of R.M. 2, 0,$ foot southwest of a witness post, about level with the road, and set in the top of a 4-inch iron pipe filled with concrete protecting 0.1 foot above the ground. END OF SPUR TO LINDSAYS BEACH DESCRIPTION OF BENCfi MARK Designation Z 40$ state Washington connty Jefferson Nearest torn Qllllcene connty Jefferson chief or party C. Symms Distance and direction from nearest town 1.4 miles northeast Leveling date. NOV. 1965 Character of mark C&,GS bench mark disk ' stamDine Z 40$ 1965 Established by (.`~(,`$ Detailed description 1.4 miles northeast along a road from the Quilcene High School at Quilcene, 0,05 mile south of a. creek, about 60 yards east- northeast and across the road from a house, 33.5 feet east of the center line of the road, 2 feet north of the center line of a dirt road east into a pasture, $0~ feet north of a power pole with a guy wire, 1.0 foot west of a fence, 1.4 feet north of a witness post, about 3 feet, lower than the road, and set in the top of a concrete post projecting 0.4 foot above the ground. SP Carom Fmr•a1Dhr N•. 3 scar. Washington 4oarr Jefferson ol.ra,<. aaa alr.<uan rn.a, D.aeh ma,k 0.3 mile northeast of H 411 chl•r •i Party C. ~ Symms e•rall•d d••erlpHon D•+• Noc, 1965 Surface of the roadway of the junction of the center lines of the road and an asphalt road east. DESCRIPTION OF BENCH MARK Designation L 411 state Washington connty Jefferson Nea~eat torn Quilcene connty Jefferson cheer or party C. Symna Distance and direction trom nearest torn /~, 25 m1188 nOI'thea9t Leveling date NOV. 1965 Character oe mark C&GS bench mark disk stamping L 411 1965 fistaDlished byD~(,}S Detailed description 4,25 miles northeast along a road from Quilcene High School at Quilcene, 0•$ mile east of the junction of a road north to Chimacum, at the northwest end of a small clearing, on the outside of a curve, 34 feet northeast of the center line of the road, 137 feet northwest of post baering an ^UNDERGROUND TELEPHONE CABLE^ sign, 2.0 feet west of a witness pest, about 1 foot higher than the road, and set in the topof a concrete post projecting 0.4 foot above the ground. DESCRIPTION OF BENCH MARK DESCRIPTION OF BENCH MARK Designation A 409 state Washington connty Jefferson Nearest town Quilcene connty Jefferson Cheer of party C. Symms Distance and direction from nearest torn ,Z 35 miles IIOrtheast Leveling date NOV. 1965 Character of mark C&GS bench mark disk stamping A 409 1965 Established try (,'~(,`$ Detailed descriDtlon 2.35 miles northeast along a road from Qntlcene High School at Quilcene, 195 feet south of the center of the junction of the north entrance road leading south to county dump, 47 feet south- east of the center line of the road, 42 feet northwest of the center line of the entrance road, 15 feet north of a 4-foot stump, 1.6 feet south of a witness post, about 1 foot lower than the road, and net in the top of a concrete post projecting 0.3 foot above the ground. DESCRIPTION OF BENCB MARK De slgnatlon H 411 state Washington coan cr Jefferson Nearest town Quilcene connty Jefferson cheer or party C..Symns Distance and direction troy nearest torn 3,2 mile8 northeast Leveling date NOV. 1965 CN racier or nark C&GS bench mark disk scamp mg H 411 1965 Ea taDliahed by (`,~(,`^,, Detailed de acrlDtlon 3,2 miles northeast along a road from Quilcene High School at Quilcene, 0.3 mile southwest of the junction of a road north to Chimacum, 215 feet southwest of the eatended center line of a drive- way southeast to a two story farmhouse, in the top of a 5- by 6-foot boulder projecting about 3 feet above the ground, 25 feet northwest of the center line of the road, 66 feet northeast of the northeast end of a gate, 129 feet northeast of a power pole, 4.$ feet southwest of a fence, and about 3 feet higher than the road. Deaigaatton M 411 state Washington connty Jefferson .Nearest torn Quilcene connty Jefferson Cheer or Darts C. Symms Distance and direction Prom nearest torn 5~2 miles IIOTLheSStLeveling date NOV. 196 Character or mark C&GS bench mark disk stamping M 411 1965 5 Eatabllahed by G&GS Detailed descriDtlon 5~2 IDilea northeast along a road from Quilcene High School at Quilcene, 0.3 mile south of the junction o£ a road north to Chimacum and Coyle Road, 29 feet southeast of the center line of the road, 0.5 foot northwest of the northwest end of a gate, 1.0 foot southeast of a witness post, about 2 feet higher than the road, and set in the top of a concrete post projecting 0.5 foot above the ground. DESCRIPTION OF BENCH MARK oeaisnation N 411 state Washington (:ouoty Jefferson Nearest to•nQullcene connty Jefferson Chief of Derty C. Symna Dia lance sae direction from nearest tom 6.2 mile8 northeast Leveling ante NOV. 1965 Chs ratter of mark CkGS bench mark disk stamping N 411 1965 EataDllahed by ~(~,S Detailed descriDtlon 5,5 m11es northeast along a road from Quilcene High School at Quilcene, thence 0,7 mile southeast along Boyle Road, 25 feet north>est of the center line of the road, 20 feet northeast of the center line of a driveway to a farm, 1~ feet northeast of a power pole bearing a transformer, 3.3 feet southeast of a fence, 1.5 feet north- west of a witness post, about level with the road, and set is the top of a concrete poet projecting 0.4 foot above the ground. f"t ~r~ ` " r' i ~.. x. • qn,..n .. w.,ur. .... :.t i .i~r.-.. .','~tiY: r MI IM1, ~, i,.. ': x' ~{.. r',IYiibfDl y~N~:~„Wwf+'H 0 .,f i...~ w. wry. r., i, e. ...~. r .. ... ~,~... ~: .. .'~1~~ ~` ~. f ~~, .. ,; .:, ,,, _. ~,: ,, , ~~. VERTICAL CONTROL DATA PaGE xo. 11 U.S. DEPARTMENT OF COMMERCE by the NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL GEODETIC SURVEY 45 WASH, NATIONAL OCEAN SURVEY SEA~LEVEL DATVM OF 1929 ~ MAY 19.7.2 DESCRIPTION OF BENCii MARK DESCRIPTION OF BENCIi MARK Des3gnat ion P 411 scare Washington coantr Jefferson Nearest to•n Quilcene coaney Jefferson Chief or party C. $ymns Distance end tll rection from nearest to•n 7 15 mi188 northeast Leveling date NOV. 1965 character of mark CBcGS bench mark disk stampine p 411 1965 Eatablianed 4Y CBLGS Detailed deacrlDtion 5,5 miles northeast along a road from Quilcene High School at Quilcene, thence 1.65 miles southeast along Coyle Road, about midway between two curves, 19 feet north-northeast of the center line of the road, 14.5 feet northwest of the northeast end of a 24-inch culvert, 2 feet west of a power pole, 1.4 feet east of a witness poet, about level w ith the road, and set in the top of a concrete post pro- ~ecting 0.4 foot above the ground. Designation T 411 state Washington connty Jefferson Nearest tom Quilcene connty Jefferson chiee oe Darcy C. Symna Dlatance and dt rection from nearest roan 11.45 miles east Leveltn¢ date NOV. 1965 Cnaracter oP mark C&GS bench mark disk stampln¢ T 411 1965 Establ caned Dy C~a'S' Detailed description 5,5 miles northeast along a road from Quilcene High School at Quilcene, thence 5.95 miles southeast along Coyle Road, 23 feet west of the center line of the roadt 40.5 feet south of the center line of a road west to Camp Discovery, lg feet south of a power pole, 1.4 feet north of a witness post, about 2 feet higher than the road, and set in the top of a concrete post pra~ecting 0.4 foot above the ground. DESCRIPTION OF BENCH MARK Q 411 state Washington coantr Jefferson Designation Chief of party ('„ SymnB Nearest roan Quilcene coantr Jefferson Distance one direction from nearest to•n $,25 m318S nOrthe8st Leveling date NOV. 1965 Character of mark CdcGS bench mark disk stamping @ 411 1965 Establ ished by C&GS petalled description 5,5 miles northeast along a road from Quilcene High School at Quilcene, thence 2.75 miles southeast along Coyle Road, 22.5 feet east of the center line of the road, 1.5 feet northwest of a power pole, 1.0 foot southeast of a witness post, about 3 feet higher than the road, and set in the top of a concrete post projecting 0.4 foot above the ground. DESCRIPTION OF BENCH MARK Deaignauom R 411 state Washington connty Jefferson Nearest roan Quilcene County Jefferson chief of party C. Symms Distance and direction from nearest to•n 9.25 miles northea8t Leve llmg date NOV. 1965 cnar.ccer of mark C&GS bench mark disk stampine R 411 1965 Established by GrL,G$ Detailed description 5,5 miles northeast along a road from Quilcene High School at Quilcene, thence 3.75 miles southeast along Coyle Road, at the intersection of a graveled road, 22.55feet east of the center line of the road, 25 feet north of the center line of the graveled road, 2 feet northwest of a power pole, 1.5 feet southeast of a witness post, about 1 foot lower than the roads and set in the top o£ a concrete post projecting 0.5 Foot above the ground. DESCRIPTION OF BENCH MARK Designation 3 411 state Washington connty Jefferson Nearest Loan Quilcene county Jefferson chler or party C. Symms Dlatance and direction from nearest Lo•n 10.35 miles a&at Levelipg date Nov• 1965 Character or mark C&GS bench mark .disk stamving S 411'1965 eatamiahee hY CdcGS petalled deacrlDtlon 5,5 miles northeast along a road from Quilcene High School at Quilcene, thence 4.55 miles southeast along Coyle Road, 0.05 mile southeast of the summit of a hill, on the outside of a curve, 25.5 feet east of the canter line of the road, 2} feet south of a power pole, 35 feet south-southeast of the east-northeast end of a 12-inch pipe culvert, 1.6 feet southeast of a witness post, about 1 foot lower than the road, and set in the top of a concrete post projecting 0.4 foot above the ground. DESCRIPTION OF BENCH MARK Deaignntlon TOANDOS R.M. 1 state Washington county Jefferson Nearest loan Quilcene 'coantr Jefferson Chief of DartY C. Symms Dlatance and direction from nearest town 12.1 miles east Leveling date NOV. 1965 character or mark C&GS reference mark disk stamping TOANDOS NO 1 Established by Cgd,S 1955 Detailed description 5,5 miles northeast along a road from Quilcene High School at Quilcene, thence 6,6 miles southeast along Coyle Road, at the north end of a draw, 23 feet east of the center line of the road, $1 feet north of R.M, 2, 2.5 feet east of a witness post, about 7 feet higher than the road, and net in the top of a concrete post projecting 0.5 foot above the ground, DESCRIPTION OF BENCH MARK Dealenation TOANDOS R.M. 2 state Washington coantr Jefferson Nearest loan Quilcene County Jefferson ChfeP of party C. Symms Distance and direction Prom nearest Loan 12.1 miles east Leveling date NDY• 1965 character of mark C&GS reference mark disk Stamping TOANDOS NO 2' Eatablianea ay C&GS 1955 netailea aeacnpcion 5,5 miles northeast along a road from Quilcene High School at Quilcene, 'thence 6.6 miles southeast along Coyle Road, about the center of a draw, 24.5 feet east of the center line of the road, 81.0 feet south of R.M. 1, 3.0 feet east of a witness post, about 10 feet higher than the road, and set in the top of a concrete post pro- ~ecting 1.0 foot above the ground. DESCRIPTION OF BENCH MARK Designation II 411 state Washington coantr Jefferson Nearest Loan Quilcene coantr Jefferson Chief or party C. Symms Dlatance and direction from nearest tom 13 1 miles east Leveling date NOD. 1965 character or mark C&GS bench mark disk stamping II 411 1965 Eatabllenea ny CdcGS petalled deacriDtlon 5e5 miles northeast along a road from Quilcene High School at Quilcene, thence 7.6 miles southeast along. Coyle Road, at the crossing of a power line, 35 feet west of the center line of the road, 1} feet south of a power pole, 1.5 feet north of a witness post, about 1 foot lower than the road, and set in the top of a concrete post projecting 0.4 foot above the ground. U.S. DEPARTMENT OP COMMERCE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL OCEAN SURVEY DESCRIPTION OF BENCII MARK VERTICAL CONTROL DATA by the NATIONAL GEODETIC SURVEY SEA~LEVEL DATUM OF 1929 - Designation D 411 state Washington connty Jefferson Neatest town Quilcene connty Jefferson Chief or party C. Symna Distance and direction from nearest town 14.2 IDilee 80nthe89t Leve11n6 date NOV. 1965 Character of mark C&GS bench mark disk stampins p 411 1965 Established by C,$tG$ Detailed descriptlon 5,5 miles northeast along a road from Quilcene High School at Quilcene, thence S.7 miles southeast along Coyle Road, at the Junction of a road west, 26.5 feet west of the center line of the road, 44 feet north of the center line of the road west, 1~ feet north of a power pole, 2,3 feet-south of a witness post, about 2 feet higher than the road, anQ set in the top of a concrete post proFecting 0.3 foot above the ground. SPUR LINE W TO TRIANGULATION STATION TONGUE DESCRIPTION OF BENCII MARK PAGE N0, 12 45 wASFt. MAY 1972 Designation TONGUE 2 R.M. 1 state Washington coancrJeffersfin Nearest town Quilcene ~ "connty Jefferson cnier or party C. Spmns Distance and direction Yrom nearest town 15.35 ID11e8 SOntheaSt Leveling date NOV. 1965 Character of markC&GS reference mark disk ~ stnmDingTONGUE 2 NO 1 Established by CFcG$ ~ 1961 Detailed description 5,5 miles northeast along a road from Quilcene High School at Quilcene, thence 8,7 miles southeast along Coyle Road, thence 1.0 mile west along a dirt road to a "Y" Function, thence 0,05 mile southwest along the left fork of the "Y" to a 4'.~way Function of dirt roads, thence 0.05 mile southwest along the first road south of power pole No. 2364% to a "Y" Function, thence 0,05 mile west along a road, at the end of the road, at the foot of a bank, 35.88 feet southeast of the station, 29.4 feet east of R.M. 2, 3 feet southwest of the largest tree on the point, about 1~ feet higher than the station, and set in the top of a concrete post protecting 0.4 foot above the ground. DESCRIPTION OF BENCH MARK DESCRIPTION OF BENCII MARK Designat ion Z 409 ~ state Washington connty Jefferson Nearest cownQuilcene connty Jefferson chief of party C. Symms Distance and direction from .nearest town 14.85 m11e9 aoutheaet teve ling date NOV. 1965 Character of mark C&GS bench mark disk scrimping Z 409 1965 Established by (',~(,S Detailed description 5,5 miles northeast along a rmad from Quilcene High School at Quilcene, thence 8.7 miles southeast along Coyle Road, thence 0.65 mile west along a road, at the west end of a cut, 10 feet south of the center line of the road, 1~ feet east of a power pole with a guy wire, 1.5 feet west of a witness post, about level with the road, and set in the top of a concrete post protecting 0.4 foot above the ground. DESCRIPTION OF BENCII MARK Designat ton TONGUE 2 state Washington county Jefferson Nearest cownQuilCene ~coanw Jefferson chief of party C. Symms Distance and dl rectton from nearest town 15.35 m11eS SOntheaSt Leveling date NOV. 1965 Chnracter of mark ChGS triangulation station disk stamping TONGUE 2 1961 establisnea by C&GS Detailed description 5,5 miles northeast along a road from Quilcene High School at Quilcene, thence 8,7 miles southeast along Coyle Road,.thence 1.0 mile zest along a dirt road to a "Y" Function, thence 0.05 mile southeeat along the left fork of "Y" to a 4 way Function of dirt roads, thence 0.05 mile southwest along the first road south of power pole No. 2364% to a "Y" Junction, thence 0.05 mile west along a road, at the end of the road, about 80 feet southeast of a beachhouse, 25 feet south of the center line of the road, 35.$8 feet northwest of R.M. 1, 30,42 feet north of R.M. 2, 1.0 foot north of a witness post, about level with the . high water line, and set in the top of a concrete post protecting 0.4 foot above the ground. Designation TONGUE 2 R.M. 2 state Washington coan ty Jefferson Nearest town Quilcene connty Jefferson chief or party C. Symms Distance and direction Crom nearest town 15 35 miles southeast Leveling sate Nov. 1965 Character of mark C&GS reference mark disk stamping TONGUE 2 NO 2 escemisnea by C&GS 1961 petalled description 5,5 miles northeast along a road from Quilcene High School at Quilcene, thence $,7 miles southeast along Coyle Road, thence 1.0 .mile west along a dirt road to a "Y" Function „ thence 0.05 mile south- west along the left fork of the "Y" to a 4 way Function of dirt roads, thence 0.05 mile southwest along the first road south bf power pole No. " 2364% to a "Y" Function, thence 0.05 mile west along a road, at the end of the road, 30.42 feet south of the station, 29.4 feet west of B.M. 1, 1,0 foot north of a witness post, and about level with the station. END OF SPUR TO TRIANGULATION STATION DESCRIPTION OF BENCH MARK Designation W 411 state Washington c°a°cy Jefferson Nearest town Quilcene Co ants Jefferson Cbiet of party (i $ymns Distance and direction from nenrest torn 15.25 m11es BOUtheaat Leveling dote j1oq, 1965 Che ratter of mark C&GS bench mark disk stampins K 411 1965 Eatabilanea by (`$t(}S` petail ed dent riptlon 5,5 miles northeast along a road from Quilcene High School at Quilcene, thence 9.75 miles southeast along Coyle Road, at the southwest end of a cut, 33 feet southeast of the center line of the road, 1.4 feet southeast of a witness post, about 3 feet higher than the road, and net in the top of a concrete post protecting 0.4 foot above the ground, ,,. .~.~ ,.. ,s,, a , r.., ~;,.y. ,,,.,. .. : , ,iu.La.,. ~4,.ui.ki~+iQPrlaVw,w+kw,: ,.. ~, .1t-:w'.aaa4di~iwP4/linyi.~www.iw.». ....,kt... ~:ti. +1_1:., ..,~. .~,- .:7 A3..u•.: ,.,.. ~3i::, ,., ., ~ ~ w- .. ,,., ,. ., ., „, :,- ~,. ,:. ,~.: . I ~,' l§' -,r..~ U.S. DEPARTMENT OF COMMERCE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL OCEAN SURVEY DESCRIPTION OF BENC11 MARK VERTICAL CONTROL DATA by the NATIONAL GEODETIC SURVEY SEA~LEVEL DATUM OF 1929 Designation $ 411 state Washington coancy Jefferson Nearest Lown Quilceae coancy Jefferson chief of Dartr C. ~SyIDns Distance and direction from nearest town 16,/f5 miles SOntheaat Levelin6 Bate NOV. 1965 Che ratter of mark C8cGS bench mark disk stamping ; 411 1965 Es Labllshed by (,'&(,'S` Detailed deacriDtfon ~5,5 miles northeast along a road from Quilceae High School at Quilceae, thence 10.95 miles southeast along Coyle Road, 1 pole south of a power pole which is on the west side of the road, on the outside of a curve with tangents southwest and north, 20 feet southeast of the center line of the road, 1} feet north of a power pole, 1.4 feet northeast of a witness post, about 3 feet higher than the road, and set in the top of a concrete post protecting 0.4 foot above the ground. DESCRIPTION OF"BENCH MARK Deslenat ion X 411 RESET 1966 state Washington county Jefferson Nearest town Qnilcene County Chief of Da rty D lstance and direction from nearest town 16.45 IDile6 east Leveling date 7/7/66 enaracter oP mark C&GS Bench Mark Dlsk stamping X 411 RESET 1966 Ea tablished by Detailed description About 5.5 miles northeast along a road Prom the Quilceae High School at Qul lcene, thence 10.95 miles southeast along Coyle Road, 32 feet east of the center line of Coyle Road, 3 feet north of a survey marker, 19 feet north of a power pole, and set in the top of a concrete post pro,}ecting 0.2 £oot.~ DESCRIPTION OF BENCH mARK Deaignatlon Y 411 stau Washington coaaty Jefferson Nearest to.n Quilceae coancy Jefferson Chief of party C, Symna Distance and direction from nearest town 16.75 m118a southeast leveling Bate NOV. 1965 Character of mark C&GS bench mark disk stamnin: y 411 1965 Eatanliahea by CdcGS Detailed description 5,5 miles northeast along a road from Quilceae High School at Quilceae, thence 11.25 miles southeast along Coyle Road, at the "T^ inaction of a road went to Camp Harmony, 26.5 feet west of the center line of the road, 34 feet south of the center line of the road weal, 2} feet northxest of a power pole, 1.5 feet south of a witness post, about level with the road, and set in the top of a concrete post protecting 0.4 foot above Lhe ground. DESCRIPTION OF BENCH MARK Designation Y 411 RESET 1966 state Washington county Jef£ereoa Nearest town Qni1CEIIe County Chief of party Distance and direction from nearest tom 16'.75 IDSlee anal Leveling date 717/66 character of mark C@iG5 Beach Mark Diek stampiog y 411 RESET 1966 Ea taDllshed by Detailed desc rlption About 5.5 miles northeast along a road from the Qnilcene High~School at Qnilcene, thence 11.25 miles southeast along Coyle Road, at a T-~unctlon of a road west to Camp Harmony, 34 feet west oY the center line of Coyle Road, 15 Peet south oP the center line of Camp Harmony Road„ 13 feet northwest of a power pole, 1.5 Peet west of a survey marker, and set in the top of s concrete poet pro~ect- ing 0.2 feet. / DESCRIPTION OF BF.NCII MARK PAGE N0. 1? 45 WASH. MAY 1972 Deai¢nacion FULTON R.M. 1 state Washington coantrJefferson Nearest town Qnilcene County Jefferson chier of Dertr C. Symns Distance and dl rec lion from nearest town 17 55 mile9 a0uthe88t Leveling date NOV. 1965 Character or mark. C&GS reference mark dis$ stampl~g FULTON NO 1 1955 Established by CBcGS Detailed descrlDlion 5.5 miles northeast along a road from Quilceae High School at Quilceae, thence 11.25 miles southeast along Coyle Road, thence 0,7 mile northwest along a dirt road, thence 0.1 mile west along a road, in the top and 1.0 foot southwest of the northeast end of a concrete retaining wall, 37,6 feet northeast of R.M. 2, 19.5 feet northeast of the station, about 1 foot higher than the station, and 2~ feet above the ground. DESCRIPTION OF BENCiI MARK Designation FULTON state Washington coaaty Jefferson Nearest torn Quilceae county Jefferson chief of party C. Symms Distance and direction from nearest torn 17.55 miles 90L*~he89t Leveling date NOV, 1965 Character oY mark C&GS triangulation station disk stampine FULTON 1955 Established by (,'~'$ Detailed description 5,5 miles northeast along a road from Qnilcene High School at Quilceae, thence 11.25 miles southeast along Coyle Road, thence 0,7 mile northwest along a dirt road, thence 0.1 mile west along a road, 45 feet northwest of the northwest corner of a house, 19.5 feet south- west of R.M. 1, 19.7 feet north-northeast of R.M. 2, 6.0 feet southeast of the north corner o£ a concrete retaining wall, about 1 foot lower than the top of a seawall, and set in the top of a concrete post pro- tecting 0.1 foot above the ground, DESCRIPTION OF BENC11 MARK Desienation FULTON R.M. 2 state Washington coantyJef£erson Nearest cownQuilcene coancy Jefferson chide or party C, SyIDna Dis lance and direction from nearest town 17,55 mile9 southeast Leve lin¢ date NOV. 1965 character of markC&GS reference mark disk stamping FULTON NO 2 1955 Established by C&GS Detailed description 5,5 miles northeast along a road from Quilceae High School at Qnilcene, thence 11:25 miles southeast along Coyle Road, thence 0.7 mile northwest along a dirt road, thence 0.1 mile west along a road, in the top of a concrete retaining wall, 33 feet northwest of the northwest corner of a house, 21 feet south of the north corner of the retaining wall, 19,7 feet south-southwest of the station, 37.6 feet southwest of R.M. 1, and about 1 foot higher than the station. DESCRIPTION OF BENCH MARK Designation Z 411 state Washington county Jefferson Nearest town Quilceae coaaty Jefferson chief or party u, gy~$ Distance and tli recd on Prom nearest Lown 17.5 mile9 SOntheaet Leveling date NOV• 1965 Character of mark C&G3 bench mark disk Stampin¢ Z 411 1965 Eatabllahed by (`,~(,`,S` Detailed deacr3Dtion 5,5 miles northeast along a road from Quilceae High School at Qnilcene, thence 12.0 miles southeast along Coyle Road, 1 pole north of a power pole on the west side of the road, 24 feet east of the center line of the road, 1} feet northwest of a power pole, 1,$ feet northeast of a witness post, about 2 feet higher than the road, and set in the top of a concrete post protecting 0.3 foot above the ground. U.S. DEPARTMENT OF COMMERCE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL OCEAN SURVEY DESCRIPTION OF BENCR MARK VERTICAL CONTROL DATA by the NATIONAL GEODETIC SURYEY SEA~LEVEL DATUM OF 1929 Designation R 409 state Washington conntr Jefferson Nearest town Quilcene coanty Jefferson Chief of party C. Symna Distance and, direction from nearest town 1$.35 miles southeast Leveling date NOV. 1965 character of mark C&GS bench mark disk ~ stamping g 409 1965 Established by C&G$ Detailed description g,5 miles northeast along a road from Quilcene High School at Quilcene, thence 12.$5 miles southeast along Coyle Road, about 1$0 feet south of the center of the function of a dirt road southwest, 21 feet east of the ceder line of the road, 1 foot north of a power pole, 1.2 feet south of a witness post, about 2~ feet higher than the road, and set in the top of a concrete post protecting 0.5 foot above the ground. DESCRIPTION OF BENCII MARK, Designation Q 4.09 state Washington coanty Jefferson ' Nearest town Quilcene ~ ~ County Jefferson Cb1e[ of party C. Symna Distance and direction from nearest town 19.3 miles sontheast Leveling Gate Nov. 1965 character of mark C&.GS bench mark disk ssamD3ne Q 409 1965 Established by C&.GS Detailed description 5, 5 miles northeast along a road from Quilcene High School at Quilcene, thence 13.$ miles southeast along Coyle Road, at the "T" Junction of a blltded road east, 20 feet west of the center line of the road, 60 feet north of the extended center line of the road east, 1 foot north of a power pole, 1.5 feet south of a witness post, about level with the road, and net in the top of a concrete post protecting 0.4 foot above the ground. DESCRIPTION OF BENCII MARK Desisnation P 1,09 state Washington county Jefferson Nearest Lown Quilcene county Jefferson CbteY or Dnrty C. Symms Distance and direction from nea~eat town 20.05 miles 80uth1tra8t Leveling date NOV 1965 character or mark C&.GS bench mark disk stamping P 409 1985 Eatnbllanea by CdtGS petalled description 5,5 miles northeast along a road from Quilcene High School at Quilcene, thence 14.55 miles southeast along Coyle Road, at the intersectipn of graveled roads northwest to Zelatched Point, south- east to Hazel Point, sad southwest to Oak Head, 24 feet northwest of the center line of Coyle Road, 23 feet northeast of the center line of the graveled road northeast, 2 feet northeast of power pole 993-15 with guy pole, 1.5 feet southwest of a witness post, about 1 foot higher than the road, and net in the top of a concrete post protecting 0.4 foot above the ground. PAGE N0. 14 45 wasx. MAY 1072 SPUR LINE NW TO ZELATCHED POINT DESCRIPTION OF BENCII MARK Designation A 410 state Washington coantyJeffersiin Nearest town Quilcene coanty Jefferson chier or Darcy C. Symms Distance and direction from nearest town 21.05 miles sOUthea8t Leveling Bate NOY• 1965 Character of mark C&G$ beIICh mark dAak stamping A 410 1965 Establ !shed by C&GS Detailed description 5.5 miles northeast along a road from Quilcene High School at Quilcene, thence 14.55 miles southeast along Coyle Road thence 1.0 NavalnComputer Centertat Zelatched Point,r26dSeet northeastnof thetcenter line of the road, 40 feet southeast of the northeast end of a chain link gate, 2 feet northwest of a power pole with a guy wire, 2.3 feet south- east of a witness post, about }foot lower than the road, and set in the Lop of a concrete post protecting 0.4 fool above the ground, DESCRIPTION ,OF BENCII MARK Designation ZEL state Washington coanty Jefferson Nearest town Quilcene "coanty Jefferson cniet of party 0.Symns Distance and direction from nearest town 21.15 miles southeast Leveling date Nov. 1965 Character of mark A stainless steel pin stamping Established by U.S.N. Detailed description 5.5 miles northeast along a road from Quilcene High School •at Quilcene, thence 14.55 miles southeast along Coyle Road, thence 1.0 mile northwest along Zelatched Point road, thence 0.1 mile northwest along a road leading to Zelatched Point computer building, 12 feet north- east o£ the northeast wall o£ the building, 21 feet north of the center of the northeast entrance to the building, 12 fact east o£ the north corner of the building, a 1-inch stainless steel pin about 0.2 feetunder ground and surrounded by a 6-inch sewer pipe. , DESCRIPTION OF BENCD MARK Designation TIDAL 1 since Washington conntr Jefferson Nearest town Quilcene coancyJefferson ChieY or D.rtyC. Symms Dlatanca and direction from nearest town 21.35 miles southeast Leveling date NOV. 1965 Character or mark C&GS bench mark disk stamping B24 1 1965 Eacnbllahea by C&GS Detailed deacrlpefon 5,5 miles northeast along a road from Quilcene High School at Quilcene, thence 14.55 miles southe&at along Coyle Road, thence 1.3 miles northwest along the Zelatched Point 'road, at Zelatched Point Wharf, 234.5 feet east of TIDAL 2, 170 feet east of the east edge of wharf, 30 feet south of a high water line, 12 feet north of a track road, about 4 feet lower than the surface of the wharf, and set is the top of a concrete post protecting 0.1 foot above the ground. ' J ~ .., ,....~,., .... _, .,,.. , . ,. _ ~,. , `,.. ~, :.,. ,, -hr ., ...A.il~. .s.a;,t...nu, ."w.,:. +, d.,, 4~.1,.,~„v.o ..:.t. ~.,, ~~; ...:.. .V.~W~,y~{~Ldq.wYM~%a,.. m.n.ai,. «~ ~.w&, . 1~. c i t •; r s ,~, ~ } ,, U.S. DEPARTMENT OF COMMERCE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL OCEAN SURVEY VERTICAL CONTROL DATA by the NATIONAL GEODET{C SURVEY S EA~LEVEL DATUM OF 1929 DESCRIPTION l1F BF.NCIi MAHK ?if. scare Washin ton coantrJefferson Des ienation TIDAL 2 g Chief of va rty C. S s Nearest town Quilcene coanty Jefferson Y~ Distance and direction from nearest town 21.35 miles southeast Leveling date NOV. 1965 Character or mark C&GS bench mark disk stamving BM 2 1965 Established by l'FcGS Detailed aescription 5,5 miles northeast along a road from Quilcene High School at Quilcene, thence 14.55 miles southeast along Coyle Road, thence 1.3 miles northwest along the Zelatched Point road, at the Zelatched Point Wharf, in the Lop of the concrete foundation of a tripod for a target, 234.5 feet west of TIDAL 1, $2 feet southwest of the southwest corner oi' the wharf, 42 feet south of the high water line, 24 feet north of the center line of the road west to helaport, about 4 feet lower then the wharf, and 0.5 foot above the ground. DESCRIPTION OF BENCIi MARK Designaticn TIDAL R.M. 1 state Washington eouptrJefferson Nearest town Quilcene 'coanty Jefferson Chief of party C. Symna Distance and direction from nearest town 21.35 mile9 southeast Leveling date NOV. 1965 cnaracter of mark Stainless steel plug marked % stamving Established by (,'&(,'^,~ Detailed descrlpcion 5,5 miles northeast along a road from Quilcene High School at Quilcene, thence 14.55 miles southeast along Coyle Road, thence 1.3 2150 feethnorthwestgofhtheenortheastocorneraof helaportelanding,f271iAL feet southeast of bench mark ZELATCHED POINT (USN), about level with the surface of the asphalt of helaport, and set in the top of a concrete post about 1.0 foot under ground. pESCRIPTION OF BENCH MARK state Washin ton county Jefferson Designation ZELATCHED POINT (USN) g cniet of party C. Symms Nearest town Quilcene counts Jefferson Distance and direction from nearest town 21.35 miles southeast Leveling date NOV. 1965 cnaracter or mark USN survey disk stamping Established by U.S. Navy petalled description 5.5 miles northeast along a road from Quilcene High School at Quilcene, thence 14.55 miles southeast along Coyle Road, thence 1.3 miles northxest along the Zelatched Point road, 66 feet north of the north edge of the asphalt of helaport, 27:1 feet northxest of TIDAL R.M. 1, about level with the surface of the asphalt of helaport, and set in the top of a concrete post. DESCRIPTION OF BENCii MARK oesignation TIDAL 5(USN} stets Washington councyJef£erson Nearest town Quilcene county Jefferson chief of party C. Symms Distance and direction from nearest town '21.35 miles southea9t Leveling date NOV. 1965 Character oP mark Stainless steel plug marked % stamving escanlisnea br C&GS Detailed description 5,5 miles northeast along a road Prom Quilcene High School at Quilcene, thence 14.55 miles southeast along Coyle Road, thence 1,3 miles northxest along the Zelatched Point road, 412 feet southwest of TIDAL R.Di. 1, 9.7 feet northwest of TIDAL 3, 9.5 feet southeast of a xooden retaining wall, 3.5 feet north of the north edge of an astro dome, set in the top of a concrete post projecting 0.2 foot above the ground. '. PAGE N0. 15 45 wASR, MAY 1972 DESCRIPTION OF BENCD MARK Designation TIDAL 3 state Washington councrJefferson nearest town Quilcene county Jefferson chiee of party C. Symna Olstance and dl rection from nearest town 21.35 IDile3 southeast Leveling date NOV. 1965 cnaracter of markC&GS bench Hark d isk stamving B M 3 1965 Eetabl SShed ny C&G$ Detatletl description 5,5 miles northeast along a road from Quilcene High School at Qlailcex.e, thence 14.55 miles southeast along Coyle Road, thence 1.3 miles northwest along the Zelatched Point road, in the top of the east edge of the concrete foundation for an astro dome, 412 feet southwest of TIDAL R.M. 1, 9.7 feet southeast of TIDAL 5, 7 feet northwest of the northwest end of a chain link gate, 0.2 foot east of a steel dome, and about 0.5 foot above the ground. END OF SPUR Nw TO ZELATCHED POINT DESCBIPTION OF BENCe""? MARK Designation S 409 state' Washington c°n"ty Jefferson Nearest town Quilcene coanty Jefferson Chief of party C, Symms Distance and direction from nearest town ,ZD,75 miles 90uthe8at Leveling date NOV. 1965 Character of mark C&GS bench mark disk stamping S 409 1965 Established by C&G$ Detailed description 5,5 miles northeast along a road from Quilcene High School at Quilcene, thence 14 55 miles southeast along Coyle Road, thence 0,7 mile east along Hazel point Road, near the top of a small rise and between two more prominent summits, 18 feet north of the center line of the road, 1~ feet southwest of a power pole, 1.0 foot east of a witness post, about 1 foot higher than the road, and set in the top of a con- crete post projecting 0.3 foot .above the ground. DESCBIPTION OF BENCH MARK Designation T 409 state Washington coanty Jefferson Nearest town Quilcene county Jefferson chiee or party C. Symms Distance and direction from nearest town 21.55 mile9 southeast Leveling date Nov. 1965 cnaracter of mark CFcGS bench mark disk stamving T 409 1965 Established by C&GS Detailed descrlption 5,5 miles northeast along a road from Quilcene High School at Quilcene, thence 14;55 miles southeast along Coyle Road, thence 1.5 miles east along Hazel Point Road, 46 feet northwest of the center of the junction of a driveway southealt to Callahan's property, 13 feet north of the center line of Hazel oint Road, 1~ feet north of a power pole, 1.2 feet south of a witness post, about level with the road, and set in the top of a concrete post projecting 0.3 foot above the ground. DESCRIPTION OF BENCIi MARK Designation WILTON state Washington County Ritsap Nearest town Bangor Depot county Kitsap chief or party C. Symms Distance and di rect lon from nearest town 3 D miles West Leveling date NOV. 1965 Character of mark C&GS bench mark disk stamving WILTON 1965 Established by (,'gG$ petalled description 0,k5 mile west along Marianas Circle and Bataan Avenue from the main gate at Bangor Naval Ammunition Depot, thence 2.0 miles west along Luzon Avenue, thence 0.05 mile north along an asphalt road, thence 0.3 mile west along an asphalt road, thence 0.2 mile northwest along a gravel driveway to the Wilton residence, 0.55 mile west of gate 6, in the top of the concrete patio: at Wilton's residence, 16.5 feet south of the east corner of the house, and flush with the surface of the patio. U.S. DEPARTMENT OF COMMERCE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL OCEAN SURVEY UESCiill'TION OF I1ENC11 MAIiK VERTICAL CONTROL DATA by the NATIONAL GEODETIC SURVEY SEA~LEVEL DATUM OF 3929 Designation E 410 state Washington countyKitsap Nearest town Bangor Depot connti Kitsap Chief oe party C, Symms Distance ana alrectton from nearest town At Hangor Depot Leveling date Nov. 1965 Character of mark C&GS bench mark disk stamping E 410 1965 Escabllsned by (.'FIGS Detailed aescrlption At Bangor Naval Ammunition Depot, 0,45 mile west along Marianas Circle and Bataan Avenue from the main gate, thence 1.$ mile west along Luzon Avenue, at the intersection of an asphalt road to officers quarters, 0,2 mile northeast of gate 6, 17 feet north of the center line of the avenue, 10 feet west of the center line of a road north, 41.6 feet north and across the avenue from the center of a fire hydrant, in the top of the southeast corner of a 3- by. 4-foot concrete foundation for a steel man hole cover, and about level with the avenue. DESCRIPTION OF BENCR h1AR~i Deslgnatlon D 410 state Washington conncyKitsap Neprsac town Bangor Depot copnty Kitsap cnier or party C. Symms Distance and direction from nearest town At Bangor Depot Leveune sate Nov. 1965 Character of meta C&GS bench mark disk stamptng D 410 1965 Established by C&.GS Detailed aescrlptlon At 1~angor Naval Ammunition Depot, 0.45 'mile west along Marianas Circle and Bataan Avenue from the main gate, thence 0.9 mile south and west along Luzon Avenuel at the crossing of a railroad track, 18 feet northwest of tke center line of the avenue, 49.5 feet northeast of the northeast rail, 1$ feet northeast of power pole 23-1 bearing a metal fire alarm box No. 214, 1.9 feet southwest of a witness post, about level with the avenue, and set in the top of a concrete pest protecting 0.3 foot above the ground. DESCRIPTION OF BENCII MARK Designation C 410 scats Washington countyKitsap Nearsst town Bangor Depot county Kitsap cnlee oe party C. Symms Distance and direction from serest town At Bangor Depot Leveling date NOV. 1965 Character of mark C&GS bench mark disk stamptng C 410 1965 Established by C&GS petalled description At Bangor Naval Ammunition Depot, 0.$5 mile west along Marianas Circle and Bataan Avenue from the main gate and bench mark B 410, in the top of the southeast corner of a concrete loading deck at public works building No. 16, 6S feet nbrth of the center line of the avenue, 27.2 feet southwest of the southeast corner'of the building, 13.3 feet southeast of the center of the southeast most entrance door, 0,5 foot north of the south edge of the dock, and about 31! feet higher then the avenue. DESCRIPTION OF BENCII MARK Desf gnatlon B 410 state Washington countyKitsap Nearest eownSilverdale county Kitsap cntee of party C. $ymns Dtstance and direction Irom nearest town 3 4 miles north Leveltng date NOV. 1965 Character or mark C&GS bench mark disk stamptng B 410 1965 Establ lshed by CFiGS Detailed descrtptton 0.35 mile northeast along State Highway 3 from Silverdale Grade School at Silverdale, thence 3.05 m13es north along Clear Creek Road, at Bangor Ammunition Depot, 0.05 mile west of the main gate, at the east end of Marianas Circle, in the top of the northeast corner of the concrete base of a Flagpole, 3.0 feet northeast of the pole, and about 1~ feet higher than the entrance road. F.ND OF SPUR LINF. TO BANGOR AMMUN, DEPOT oaN 6gSA (1•a. SB) U.S. DEPARTMENT OF COEWERCE COa1T Awa OEOOETIC 9Uwv[v RECOVERY NOTE, BENCH MARK Designation TBM 88 (USGS) State Washington County Jefferson Nearest town Quilcene County Chief of Party Distance and direction from hearest town 0.5 mile south Recovery Date NOV. 1934 Character of mark Copper nail and washer Stamping Established by USGS Present condition GOOD Detailed report R 0.5 mile south along U.S. Highway 101 from Quilcene, Jefferson County, at the ,junction of a private road leading nor, west, 150 feet north of the George Bancroft residence, 65 feet east of a driveway leading to the residence, 27 feet north of the centerline of the highway, 9-feet northwest of a U.S. Forest Service pole, in a notch on the south side of a blazed 15-inch fir stump painted "88" s,nd projecting about 2 feet above ground, and about flush with the ground. A United States Geological Survey standard copper nail and washer. ~ Recm'ered ~g~ DESCRIPTION OF BENCII M1IARK Designation C 409 stela Washington coanty Jefferson nearsst sown Quilcene coanty Jefferson Chief of party C. Symms Distance and direction from nearest town D,95 mile southwest Leveling date NOV. 1965 Character of mars CBcGS bench mark disk Stamping C 409 1965 Establ lshed by G&G$ Detailed description 0.95 mile southwest along U.S. Highway 101 from Quilcene High School at Quilcene, at the northeast corner of the Junction of a ,dirt road north to a house, 29 feet north of the cnnter line of the highway, 19~ feet east of the center line of the dirt road, 1} feet north of a telephone pole, 2.0 feet south of a witness post, about 1 foot higher than the highway, and set in the top of a concrete post protecting 0.4 foot above the ground. DESCRIPTION OF BENCiI MARK Deslgnatlon TT 7 R B (USGS) scats Washington copncy Jefferson Nearest town Quilcene coancr Jefferson cntef or parer C, Symms Dtstance and direction from nearest town 1,95 m5.les SOUthWBSt Leveltng date NOV. 1965 Character oe mark USGS bench mark disk stamptng T'p 7 R.B 128 1940 escablisnea br USGS petal led description 1.95 miles southwest along U.S, Highway 101 from Quilcene High School at Quilcene, in the top and 0,6 foot southwest of the north- , east end of the northwest concrete sidewalk for a steel trues bridge over Big Quilcene River, 15 feet northwest of the center line of the highway, 135 feet southwest of the center line of a paved road west- southwest to a fish hatchery, and about }foot higher than the highway. .PAGE N0, 16 ~5 Wp,SH. MAY 1972 Y .; ~, w ~ ~ ..,i. - .'- .. ... .spy. i .. ~~:; -I. ~~ int.. ,µA-~i[.. f.`. U.S. DEPARTMENT OF COMMERCE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL OCEAN SURVEY DesIG NATION J 17 (USGS) STATE Washington NEAREST TOWN COUNTY Quilcene Jefferson VERTICAL CONTROL DATA by the NATIONAL GEODETIC SURVEY SEA~LEVEL DATUM OF 3929 7i5 wasn. couNTY Jefferson C. Symms RECOVERY OAT Nov. 1965 R PAGE N0, 17 45 WASH. MAY 197? DESCRIPTION OF RF.NCIi MARK Des lgnatlon E 409 state Washington coon ty Jefferson Nearest town Quilcene connty Jefferson Chief oe pnrcy C, Symms Distance and direction erom nearest town 4 05 miles southwest Leveilne date Nov. 1965 character of mark C&.GS bench mark disk scnmping E 409 1965 eacabusned br C&.GS Detailed description 4,05 miles southwest along U.S. Highway 101 from Quilcene High School at Quilcene, at the north end of a parking area, on the inside of a curve, in the top of a 2- bq 5-foot expossed portion o£ outcrop, 39 feet east of the canter line of the highway, 60 feet south- east of the east end of a double 24-inch pipe culvert, 12 feet west of a rock cut, 0.6 foot south of a witness post, and about 4 feet lower than the highway. USGS Not recovered -CONS. DESTROYED OET qIL E^ REPORT A thorough search was made for this mark but it was not recovered, The concrete rearing ponds has been rebuilt and the mark is believed destroyed. DISTANCE AND DIR EO TION FROM NEAREST TOWN 2,2 miles south CHARACTER OF MA RK USGS bench mark disk ESTABLISHED BY PRESENT CON OITION DESCRIPTION OF BENCII MARK Deslgnatlon D 409 state Washington connty Jefferson Nearest town@uilcene county Jefferson chief of party C, Symms Distance and direction from nearest town 2,7 IDileB 80uthwe9t Leveling date NDV• 1965 character of mark CdcGS bench mark disk stamping D 409 1965 established br CScGS Detailed description 2,7 miles southwest along U.S. Highway 101 from Quilcene High School at Quilcene, 0.2 mile southwest of the crossing of a stream and culvert, set vertically in the northwest face of a large outcrop ledge at the entrance to the Hiddendale tracts, 2$ feet east of the center line of the highway, 120 feet south of a power pole which is at the north end of the outcrop, 120 feet' east-southeast of the center line of a dirt road leading to the tracts, about 2~ feet higher than the highway, and 3.5 feet above the ground. DESIGNATION J lf~ NEAREST SOWN Quilcene DISTANCE AND DIRECTION FROM NEAREST TOWN 2 7 miles south cHw RACTER OF MA RK DESCRIPTION OF BENCII MARK Deslgnat ion F 409 state Washington connty Jefferson Nearest town Quilcene county Jefferson chive of party C. Symms Distance and direction from nearest town 4 55 miles southwest Leveling date NOV. 1965 Character oe mark CBcGS bench mark dish stamping F 409 1965 EstablSshed by (,'$tG,S Detailed description 4.55 miles southwest along U.S. Highway 101 from Quilcene High School at Quilcene, 0.5 mile northwest of Walker Pasa Summit, in the top of an extended portion of 30-foot cut, about midway between curves in the highway, 26 feet east of the center line of the highway, 60 feat north of the east end of a 36-inch concrete pipe culvert, 1.0 foot south- west of a witness post, and about ~ foot higher than the highway. DESIGNATION R NEAREST TOWN IcouNTY Jefferson w~ wasn. R COUNTY Jefferson CHIEF OF PARTY G• Symms RECOVERY GATE Nov. 1965 ~.Id~,N~~sh• R DISTANCE AND DIRECTION FROM NEAREST TOWN Jefferson 5,0 miles southwest CHIEF OF PARTY CNgRAOT ER OF Mq RK C STIIR~_ C&GS bench mark disk RECOVERY DATE _ _ _ ~ _ ESTAB LISN ED BY _ C&GS ~ Not recovered-C9NS,~ESTROVF'n OET AIL ED RE PO RT A thorough search was made for this mark but it was not recovered. DESCRIPTION OF BENCII MARK Designation TT 8 R B (USGS) state Washington connty Jefferson Quilcene connty Jefferson chief oL party C, Symms Nearest town Leveling date NOV. 1965 Distance and direction from nearest town g,2 miles southwest stamping TT 8 R,B 3$6 1940 Character of mark USGS bench mark disk Eatabllahed by USGS petalled description 3,2 miles southwest along U.S. Highway 101 from Quilcene High School at Quilcene, in the top of the south edge of a 6- by $-foot rock and concrete base for three poles supporting a "ENTERING OLYMPIC NATIONAL FOREST^ sign, 27 feet west of the center line of the highway, the east edge of the polea,aandcabout 2ffeet higher2than theshighwayt of DET PIL ED RE PORT 5,0 miles southwest along U.S. Highway 101 from Quilcene High School at Quilcene, at the summit of Walker Pass, at the southwest corner of the function of a dirt road south to camp grounds, 31 feet south of the center line of the highway, 20 feet west of the center line of the road, 4 feet east of a sign post, about level with the highway, and set in the top of a concrete post projecting 0.5 foot above the ground. , 47 wasn. R DESIGNATION J 1$ (USGS) STATE Washin ton couNTY Jefferson NEAREST TOWN Quilcene COUNTY Jefferson CHIEF OF PARTY C, S s _ DISTANCE AND DIRECTION FROM NEAREST TOWN RECOVERY DATE 5.0 miles southwest Nov. 1 6 CHA RACTER OF MARK STAMPING USGS bench mark disk 726.436 ESTABLISHED BY PRESENT CON OIT ION USGS Poor DETAIL ED REPORT S,D miles $Ollthweat 81ong U,S• Highway 101 from Quilcene High acnooi ati i~uiiceue, an cne cvp of a t- Dy O-IDOL ~vuiaer prvUecti>.ng au~uT. ~ foot above the ground, 24 feet north of the center line of the highway, 135 feet east and across the highway from bench mark K 15, 90 feet west of the center line of a dirt road northeast, 2.5 feet south of a witness post,. and about level with the highway. NOTE: The boulder is not solid in the ground. U.S. DEPARTMENT OF COMMERCE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL OCEAN SURVEY DESCRIPTION OF RENCR MARK Designation G 409 state Washington coancy Jefferson Nearest town Quilcene cnnncy Jefferson cnief oe Darcy C, S ymns Distance and direction from nearest town 5,75 ID11e9 south Leveling date NOV. 1965 Cha ranter of mark C&GS bench mark disk scamDin¢ G 409 1965 Established by (~'&G3 Detested tlescription 5.75 miles south along U.S. Highway 101 fro, Quilcene High School at Quilcene, about midway between curves in the highway, at the function of a track road northeast, 25 feet northeast of the center line of the highway, 66 feet southeast of the center line of the road, 2~ feet southeast of power pole 635, 1.4 feet northwest of a witness post, about 1 foot lower than the highway, and set in the top of a concrete post projecting 0.4 foot above the ground. DESIGNATION STATE COU NTYa a~~ R L 15 I Washington I Jefferson NEAREST TOWN COUNTY CHIEF OF Pq RTY DISTANCE AND DIRECTION FROM NEAREST TOWN RECOVERY DATE 6,2 miles south Nov. 1965 _ CHARACTER OF MARK i STAMPING T E S ~ Q~iT DETAIL EO REPORT 6.2 ariles south alongg U.S. Highway 101 from Quilcene High School at Quilcene, in the top of an 8- by 10-foot outcrop, 22 feet east of the center line of the highway, about 70 yards northeast and across the highway from Sumntan Hidaway Grocery, 51 feet south of power pole 62$, 3.0 feet northeast of a witness post, and about 3 feet higher than the highway. DESCRIPTION OF BENCR MARK Designation H 409 state Washington connty Jefferson Nearest town Quilcene connty Jefferson Chief of party C. Symna Distance and dtrectlon from nearest town 7.25 mi188 8onth Leveltng date NOV. 1965 character of mark C&GS bench mark disk stamDSne H 409 1965 Established by G&GS Detailed description 7,25 miles south along U.S. Highway 101 from Quilcene High School at Quilcene, on the inside of a long curve,, in the top of an outcrop which 1s in a rocky cut, 23 feet southwest of the center line of the highway, 55 feet southwest and across the highway from power pole N 62, 0,5 foot south of a witness post, about 5 feet higher than the highway and 3.5 feet above the ground. DESCRIPTION OF BENCII MARK Designation J 409 state Washington cnnncy Jefferson Nearest Gown Quilcene connty Jefferson cnsee of Darcy C, Symms Distance ana dtrectlon from nearest town 7 75 IDiles south Leveling date NOV. 1965 cna ratter or mark C&GS bench mark disk seamptng J 409 1965 escabusnea by C&GS Detailee aeacnpcson 7,75 miles south along U.S. Highway 101 from Quilcene ,I High School at Quilcene, at a parking area, at the crossing of a poxer line, $8 feet northeast of the caster line of the highway, 2 feet south- east of power pole SF 2-44-3A, 2.3 feet northwest of a witness post, about 3 feet higher than the highwap,~and set in the top of a concrete post protecting 0.4 foot above the ground, VERTI~;,AL CONTROL DATA by the NATIONAL GEODETIC SURVEY SEA-LEVEL DATUM OF 1929 PAGE N0, 18 ~5 WASH, MAY 1972 DESCRIPTION OF BENCII MARK Designation K 409 state Washington connty Jefferson nee reef town Quilcene connty Jefferson Chief oe Da rcY C. Symms Distance and direction from nearest town $ 3 miles south Leveltng date NOV. 1965 Character of mark C&GS bench mark disk stamvsn¢ K 409 1965 Established by G&GS Detailed descrSDtlon $,3 miles south along U.S. Highway 101 from Quilcene High School at Quilcene, at the °TTM function of a paved road northeast to State Shellfish Laboratory, near a trailer park and service station, 91 feet east of the center line of the highway, 176 feet north of the center line of a paved road east and north to Camp Parsons, $0 feet northwest of the northwest corner of a building, 14 feet south of the southwest corner of a telephone booth, 1 foot north of a power pole with a transformer No, N 595, about 6~ feet lower than the highway, and set in the top of a concrete post protecting 0.5 foot above the ground, SPUR LINE TO WHITNEY POINT DESCRIPTION OF BENCII k1ARK Designation L 409 state Washington connty Jefferson Nearest town Quilcene connty Jefferson cnief or party C, Symna Distance and direction from nearest town q,5 miles South Leveling date NOV. 1965 Character of mark C&GS bench mark dSsk ~ scam Ding L 409 1965 Established Dy G~II$ Detailed OescriDtlon $,35 miles south along U.S. Highway 101 from Quilcene High School at Quilcene, thence 1.15 miles northeast along a paved road to State Shellfish Laboratory at Whitney Point, 0.3 mile east o£ Cam Parsons, at the crossing of a power line, 0,2 mile east of a b0nch pipe culvert, 26 feet northeast of the center of the function of a dirt road southeast, 25 feet north of the center line of the road, 2 feet north of power pole N595R23 with a guy wire, 1.4 feet south of a witness post, about 3 feet higher .than the road, and set is the top of a con- crete post protecting 0.4 foot above the ground. DESCRIPTION OF DENCH MARK Designation N 409 state Washington' connty Jefferson Neatest cownQuilcene connty Jefferson Chief of party C. Symms Distance and direction from nearest town 1D,G5 miles 9011tH Leveling date NOV. 1965 character of mark C&GS bench mark disk stamping N 409 196$ estamssnea by C&GS Detailed descrl0tlon $,35 miles south along U.S. Highway 101 from Quilcene High School at Quilcene, thence 1.35 miles northeast along a paved road to State Shellfish Laboratory at Whitney Point, thence 0.35 mile southeast along a dirt road, 45 feet north of the center of the function of a dirt road south down hill, in the top of an outcrop, 12 feet northeast of the center line of the road, in line with the extended center line of the dirt road south, 6 feet southeast of poxer pole N595R27R5, 1.0 foot south of a witness post, about 4 feet higher t hen the road. ., , ~ ,~ ._ ~,. ;-. ;.: ,. ,A.u...~ ~ .~, _,. , d.., ,. ,.-..a,a ....., ed I. ~ ~..~.::,.ryw..w.rl.w„_.6.r.«~.,«. ,., ..._. n.~61~,. , ., ~. ,. .v^ s .. ., 8 $„,4. ,IVw,I,~:;: ~~:`. ;: 4~`?; ~ , ");~ g U.S. DEPARTMENT OF COMMERCE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL OCEAN SURVEY DESCRIPTION OF REN CII M11ARK ~~ . ;' VERTICAL CONTROL DATA by the NATIONAL GEODETIC SURVEY SEA~LEVEL DATUM OF 1929 DESCRIPTION OF OENCII MARK Designation PULALI 2 R.M. 2 scaee Washington connerJefferson Nearest cownQuileene ~coanty Jefferson chlee or Darcy C. Symms Distance and dtrection from nearest town 10.25 IDiles sonth Leveltn¢ date )fav• 1965 Character of mark C&GS reference mark disk Stamping pULALI 2 R.M. 2 Established by ~(,S 1961 Detailed description $,3g miles south along U.S. Highway 101 from Quilcene High School at QLuilcene, thence 1.35 miles northeast along a road to State Shellfish aboratory.to "Y" junction of roads southeast to Pulali Point, thence 0.5 mile southeast along a dirt road keeping to the left (east) to second triangle formed by the junction of a road southeast thence 0.05 mile southeast along a dirt road to a locked cable gate end o£ truck travel), from here continue on foot for 240 paces to the south passing 5 apple trees to a "Y" junction, take left fork (east) for 95 paces to a triangle formed by the junction of. roads, turn right (south) go 135 paces to the end of the road, turn left (east) down a cleared trail go 120 paces to the edge of a bluff overlooking Dabob Bay, 19.7 feet south of the west edge of door for a round building, 33.0 feet west of R.M.1, and set in the top of a concrete post projecting 0.2 foot above the ground. DESCRIPTION OF RENCR MARK Designation PULALI 2 R.M. 1 state Washington coancy Jefferson Nearest eownQuilcene county Jefferson cnlef of parer C. Symms Distance and dl rec Lion from nearest town 1D.25 miles 90nth Leveling date NOV. 1965 Character of mark CBcGS reference mark disk stamping PULALI 2 NO 1 Established br C&GS 1961 Detauea aesortpcion $,39 miles south along U.S. Highway 101 from Quilcene High School at Quilcene, thence 1.35 miles northeast along a road to State Shellfish Laboratory, thence 0.5 mile southeast along a dirt road bearing left (east)t thence 0,05 mile southeast along a dirt road to a locked cable gate lend of truck travel), go south 240 paces passing 5 apple trees to the junction of roads, take left fork go 95 Paces down hill to a triangle formed by the junction of roads, turn right (south) go 135 paces to the end of the road, turn left (east) go 120 paces along cleared trail to the edge of a bluff overlooking Dabob Bay, 19.6 feet southeast of the west edge of a door for a round building, 33,0 feet east of R.M. 2, and in the top of an outcrop. DESCRIPTION OF BENCII MARK Deslenacion SOUTH CAMERA BLDG. state Washington councrJefferson Nearest cows Quilcene county Jefferson cnief of Darcy C. Symms Distance and di restton from nearest town 10.65 miles 90nth Leveling date NOV• 1965 character of mark C&GS triangulation station disk scampin¢ SOUTH CAMERA Ee tahlished 4Y CdcGS BLDG 1961 Detailed descrSDtlon $,35 miles south along U: S. Highway 101 from Quilcene High School at Quilcene, thence 1.35 miles northeast along a road to State Shellfish Laboratory, thence 0.2 mile southeast along a dirt road, thence 0,25 mile north (up hill) along a road, 6.6 feet east of the northeast corner of the South Camera building, 37,$ feet southwest of R.M. 1, 14.0 feet southeast of R.M. 2, 2,0 feet east of the east edge of the porch of the building, and set in the top of a concrete post flush. with the ground. PAOE N0, 19 !+5 wasrl. MA`f 1972 DeslgnatlonSOUTH CAMERA BLDG R.M. 2scace Washington coDncy Jefferson Nearest town Quilcene coantr Jefferson Chief of party C. Symms Dls Lance and dtrection from nearest town l0 65 miles south Leveling dace NOV. 1965 Character or mark C&GS reference mark disk stamping SOUTH CAMERA NO 2 Ea tabliah ed by C&GS 1961 Detail etl description $,35 miles south along U.S. Highway 101 from Quilcene High School at Quilcene, thence 1.35 miles northeast along a road to State Shellfish Laboratory, thence 0,7 mile southeast along a dirt road, thence 0.25 mile north (up hill) along a road, 14.0 feet north-northwest of the station, 12.6 feet north of the northeast corner of South Camera building, in the center of a path from the road to the beach, about level with the bottom step of the porch, about level with the station, and set in the top of a concrete post flush with the ground. DESCRIPTION OF RENCLI MARK Designation SOUTH CAMERA BLDG R.M.lstace Washington coantyJeffersdn Nearest townQuileene coancy Jefferson Chief of party C. Symms Distance and direction from nearest town 10.65 miles sOUth Leveling date NOV. 1965 Character of mark CBCGS reference mark disk Stamping SOUTH CAMERA BLDG Ea tahlish ea hr C&GS NO 1 1961 De taflad desc rlptlon g,35 miles south along U.S. Highway 101 from Quilcene High School at Quilcene, thence 1.35 miles northeast along a road to State Shellfish Laboratory, thence 0.7 mile southeast along a dirt road, thence 0.25 mile north (up hill) along a road, at the end of the road, 43.$ feet northeast of the northeast corner of the South Camera building, 37.8 feet northeast of the station, 22 feet west of the southwest corner of a small metal building which is near the water, 7.5 feet north of the center of a path east to the beach, about 9 feet lower than the station, ana set in the top of a concrete post projecting 0.6 foot above the ground. DESCRIPTION OF BENCII MARK Designation M 409 state Washington coan ey Jefferson Nearest town Quilcene coancy Jefferson Chief of party C. Symms Distance and dtrection from nearest town 10 15 mile9 SOLTLh Leveling tle to NOY. 1965 character of mark C&GS bench mark disk Stamping M 409 1965 Eatahliahea by C&GS Detailed description $,35 miles south along U.S. Highway 101 from Quilcene High School at Quilcene, thence 1.$ miles northeast along a paved road to State Shellfish Laboratory at Whitney Point, on the inside of a curve, in the top of a 3~- by 3~t-foot boulder, 21 feet north of the center dine of the road, 47 feet east of the north end of a 12-inch pipe culvert, 3$ feet northwest of the north end of a gate, 2.2 feet north of a witness post, r• U.S. DEPARTMENT OF COMMERCE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL OCEAN SURVEY DESCRIPTION OF BENCH MARK VERTICAL CONTROL .DATA by the NATIONAL GEODETIC SURVEY SEA-IEVEI DATUM OF 1929 Designation COMPUTER BLDG (USN) state Washington county Jefferson Nearest townQuilcene coanty Jefferson crier or party C. Symms Distance and direction from nearest town 10,75 miles a0uth Leveling date rjOV. 1965 CAaracter or mark 2-inch brass plug stamping estabiisr.~d by U.S. Navy Detailed dvscrtDUOn $.35 miles south along U.S. Highway 101 from Quilcene High School at Quilcene, thence 2R4 miles northeast along a paved road to State Shellfish Laboratory at Whitley Point, 0.15 mile southeast of the laboratory, about $0 yards northeast of the center line of the road, in a lawn on the bay side of a building, 25.57 feet north of R.M. 1, 19.88 feet southeast of R.M. 2, 10.9 feet east of the east .wall of computer room, 11.$ feet southwest of a pipe guardrail, 9.4 feet northwest of the northeast corner of a sidewalk, 6.7 feet southwest of the southwest edge oi' a steel grate covering cables, and set in the top of a concrete post 0.4 foot under ground. I PAGE NOR 2p 45 WASH. MAY 1972 co RM gaSA U,S. DEPARTMENT OF CDMMERCE I1•e-591 COAST ANO aE00ETlt SU RVEY RECOVERY NOTE, BENCH MARK Designation M 15 ~ State Washington County Jefferson Nearest town Brinnon County Chief of Party Distance and direction from nearest town 4,7 miles north Recovery Date 1940 Character of mark Standard disk Stamping Established by USC&GS Present condition GOOD Detailed report 4.7 miles north along U.S. Highway 101 from Brinnon, Jefferson County, 160 feet north of Markle Creek (formerly ac son Creek), opposite the entrance to the Olympiad Tourist Park, and 40 feet north- west of the centerline of the highway. A standard disk, stamped "40.627 M 15 1931" and set in the top of a concrete post pro,7ecting about 5 inches above ground. Not Recarered 15~f DESCRIPTION OF BENCH MARK (USN) Designation COMPUTER BLDG-R.M. 2 state Washington conntyJefferson Nearest townQuilcene coanty Jefferson chief of party C. Symms Distance and direction Lrom nearest town 10,75 miles SOl1L}1 Leveling date NOV. 1965 Character or~ma rk $CTBW Stamping Established by U.S. Navy Detailed description $,35 miles south along U.S. Highway 101 from Quilcene High School at Quilcene, thence 2.4 miles northeast along a road to State Shellfish Laboratory at Whitney, a screw in the metal covering the foundation at the northeast corner of the computer room, 43.5 feet north- west of R.M. 1, 19w$8 feet northwest of the station! •o Ra 6e5A U.S. DEPARTMENT OF CDMAIERCE (I•e-5eI COAST Aw06E00[T,C SURVEY RECOVERY NOTE, BENCH MARK Designation TBM 42 (USGS) State , Washington County Jefferson Nearest town Brinnon ~ County Chief of Party Distance and direction from nearest town 4.7 miles north Recovery Date Nov. 1934 Character of mark Copper nail and washer Stamping Established by USGS Present condition GOOD ~ - Detailed report 4.7 miles north along U.S. Highway 101 from Brinnon, Jefferson County, on the former route of the highway, 145 feed north of Markle Creek (formerly Jackson Greek) ,opposite the entrance to the Olympiad Tourist Park, 30 feet northwest of the centerline of the highway, in a notch on the northeast side of a 60-inch cedar stump painted "USGS TBM 42", and about 3 feet higher than the ground. A United States Geological Survey standard copper nail and washer. DESCRIPTION OF BENCH MARK (USN) Designation COMPUTER BLDG R.M.1 state Washington coanir Jefferson Nearest townQuilcene coanty Jefferson cnieL or party C. Symms Distance and direction from nearest town 10.75 miles SOnth Leveling date NOV. 1965 Character of mark Screw stamping Established br U.S. Navy Detailed description g,35 miles south along U.S. Highway 101 from Quilcene High School at Quilcene, thence 2.4 miles northeast along a paved road to State Shellfish Laboratory at Whitney, at the Naval Torpedo Station Computer building, a screw in the metal covering foundation of the building, at the northeast corner of the kitchen, 43.5 feet southeast of R.M. 2, 25.57 feet south of the station, $.4 feet east of the east edge of the kitchen door, and about } root higher than the lawn. END OP SPUR LINE 1~ DESCRIPTION OF BENCIl MARK R R Designation O 409 state Washington conncy Jefferson Nearest townQuilcene ~ coanty Jefferson Chief or party C. Symms Distance end direction from nearest town 9w4 miles South Leveling date Nov. 1965 Character of mark C&GS bench mark disk stamping O 409 1965 Establish ed by OkG$ Detailed aeacriocion q,4 miles south along U.S. Highway 101 from Qtiileene High School at Quilcene, 0.1 mile north of the function of a portion of Lhe former highway, 1.1 miles south of Jackson Cove Service Station, in the top of the southwest corner of a 3- by 3-foot concrete catch basin, in a "Y" formed by the entrance roads to Olympic Inn, 28 feet west of the center line of the highway, 22 feet east of the center line of the north leg of "Y", 4 yards northeast of the northeast corner of the Olympic Inn, about 2~ feet lower than the highway, +y- y V4 f ~`.~' 1 . ..: .:: ,.~,~u ~. w.'.'., ~. r i'. ~~.. ,. .. :: ,... r..eS!: i..~..rw .. . -.. .. .. .w,r„iY.i,.MYHYdwS~.. JiM1ir,.~A Vkn~. Nor ..Ai r. w.. 4m,.. _ ,. w,., ..i l..,Jw :. ~ ~~~ ~ .. 4f ~~. .T<:kw'. .. I,~'-~ t ~h':.-~' VERTICAL CONTROL DATA PAGE No, zl U.S. DEPARTMENT OF COMMERCE by the NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL GEODETIC SURVEY 45 WASR, NATIONAL OCEAN SURVEY sEA~LEVEL DATUM OF 1929 I MAY 1972 _ I 3-Wash, R onM 6aSA U. S. DEPApTMENT OF CDMMERCE DESIGRATtON J 22 (USGSJ sT"TE Washin ton DoDNTY Jefferson 11•e- %1 toper ANO c[oocnc suwvrr g RECOVERY NOTE, BENCH MARK NEAREST TOwN coDNTV CHIEF OF PAar - K. Brinnon Jefferson C. S ns _ Designation J 21 (USGS) State Washington CDUnty Jefferson DISTANCE AND DIRECTION FROM NEAREST TOWN RECOVERY DATE Nearest town Brinnon County Chief of Party 1.3 miles north NOV. 1 6 , CNA RACTER OF MARK STAMPING Distance and direction from nearest town 4.0 miles north Recovery Date Oct. 1940 USGS bench mark disk • Character of mark Standard disk Stamping ESTABLISHED BY PRESENT CONDITION Established by USGS USGS Not recovered - CONS, DESTROYED Present condition NOT RECOVERED -CONSIDERED DESTROYED Detailed report Probably taken out by road improvements. oErAILEDREPOprA thorough search was made fdr this mark but it was net recovered. Mark believed destroyed by road construction. -T,3-Wash. osslGNArw" N 15 srArE Washin tOn OOUNTY Jefferson NEAREST TOWN COUNTY CHIEF OF PARTY Quilcene Jefferson C. S s _ DISTANCE AND DIRECTION FROM NEAREST TOWN RECOVERY GATE 10.1 miles south Nov. 1 6 CHARACTER OF MARK STAMPING CBS bench mark disk 16.99$ ESTABLISHED BY PRESENT CONOIT ION C&GS Good DETAILED REPORT 10.1 miles south along U.S. •Highway 101 from Quilcene High School at @uilcene, at Rainbow Lodge which is along the former highway, in the top of a 3~- by 4-foot outcrop, 320 feet east of the center line of the highway, 122 feet 'north of the extended center line of a driveway to the lodge, 23 feet south of power pole N 56y with a transformer, 19 feel east of the center line of the former highway, and about level with the old highway. ro ma 6g5A U.S. DEPARTMENT OF CDMMERCE xo croocnc suevcr co wT g A I I a ~1 RECOVERY NOTE, BENCH MARK Designation TBM 18 (USGS) State Washington County Jefferson Nearest town Brinnon .County Distance and direction from nearest town 2.7 m11es north Chief of Party Recover.'y Date Nov. 1934 Character of mark Copper nail and washer Stamping Established by U5GS Present condition GOOD Detailed report 2.7 miles north along U.S. Rlghway 101 from Brinnon, Jefferson County, opposite Seal Rock Camp, 21 feet west of a ten erline of the highway, at a 40-inch cedar stump protecting about 3 feet above ground, in the top of the northeast root, and about 1 foot higher than the ground. A United States (}eologlcal Survey standard copper nail and washer. ~ 1~ DESCRIPTION OF BENC11 MARK R Designation B M (BPR) state Washington coancrJeffersdn Nearest town Brinnon county Jefferson enief oe Darcy C. Symms Distance and direction Prom nearest town D.$ mile north Leveling date Nov. 1965 cnaraDter of mart gpR survey dish stampfng ' Established br U.S. Bureau of Public Roads Detauea aescnpcion 0.$ mile north along U.S. Highway 101 from the Dosewallips River bridge at Brinnon, in the top of the east concrete sidewalk of a bridge, 13.2 feet east of the center line of the highway, 51 feet north of the southeast end of the bridge, and about # foot higher than the highway. asli. R ~aIGNATION p 15 STATE Washin ton COUNTY Jefferson NEAREST TOWN COUNTY CHIEF OF PARTY Brinnon ~ .Jefferson C. S _ DISTANCE AND DIRECTION FROM NEAREST TOWN RECOVERY GATE ~ At Brinnon Nov. 1 6 _ I CNA RACTER OF MgRK I STAMPING p 15 1931 '~ C&GS bench mark disk 20. 61 ESTABLISHED BY PRESENT CONDITION C&GS Good R DETAaEDREPORT At Brinnon, in the top of the west edge of the north concrete pier of a steel truss bridge over Dosewallips River, 13 feet west of the center line of the highway, 35 feet south of the north end of the west concrete guardrail, 1.0 foop west of the northwest portion of the steel structure, about ~ foot lower than the highway, and $ feet above the grotmd. DESCRIPTION OF BENCIi MARK Designation Q 15 RESET 1964 state Washington co°ncy Jefferson Nearest town Brinnon county Jefferson cnief of party C. Symms Distance end di rectlon from nearest town G 75 miles SOllth Leveling date jf09. 1965 Character oe mark C&GS bench mark disk scamptne Q 15 RESET 1964 Eetabl fished by CBfG$ Detailed description 0.~5 mile south along U.S. Highway 101 from the Dose~allips . River bridge at Brinnon, at a rock cut, in the top of a ledge of rock directly tinder the highest point of the cut, 25.5 feet east of the center line of the highway, 50 £eet southeast and'.across the. highway from power pole N 520, 6 feet northwest of the northwest corner of a ^BRINNON CAFE 500 FT^ sign, and about 4 feet higher than the highway, U.S. DEPARTMENT OF COMMERCE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL OCEAN SURVEY DESCRIPTION OF BENCII MARK VERTICAL CONTROL DATA by the NATIONAL GEODETIC SURVEY S EA~LEVEL DATUM OF 3929 Designation HT 409 state Washington coanty Jefferson Nearest town Brinnon connty Jefferson Chief of party C. Symms Distance and direction erom nearest town 1.3 miles SOUth Leveling date NOV. 1965 character of matkC&GS bench mark disk stamping W 409 1965 Established by C$t(,'$ Detailed description 1.3 miles south along U.S. Highway 101 from the Dosewallips River bridge at Brinnon, in the top of a 6- by $-foot boulder, 165 feet south of the center of the junction of a driveway southeast, 22 feet. east, of the center line of the highway, 46 feet east and across the highway from power pole N 510, 9 feet north of power pole N 510 M, 1,3 feet ` northwest of a witness post, about 1 foot higher than the highway. DESCRIPTION OF BENCII A~ARK Designation TIDAL 2 state Washington coanty Jefferson nearest town Brinnon coanty Jefferson cnief or Dartr C, Symms Distance and direction from nearest town 2.25 ]Qile9 sOUth Levellne date NOV.1965 character of mark C&GS tidal mark disk stamping NO 2 1961 Established by (~'&GS Detailed description 2,05 miles south along U.S. Highway 101 from the Dosewallips River bridge at Brinnon, thence 0,2 mile southeast along a dirt road, in the top of a 2- by 3} foot boulder projecting 0,2 foot above the ground, 35 feet northwest of. and about 15 feet higher than TIDAL 1, 66 feet north- east of the top of the wooden stairway to the pier, 33 feet southeast of the bottom of stairway to the rest rooms, and about } foot lower than the road. DESCRIPTION OF BENCH MARK Designation TIDAL 1 state Washington coanty Jefferson Nearest towngrinnon conncs Jefferson Chief of partrC, Symna Df stance and direction Prom nearest town 2,25 miles 80uth Leveling date NOV. 1965 character of mark C8tG8 tidal mark disk stamping NO 1 1961 Esteblishetl by r,&GS Detauea aeacrlption 2,05 miles south along U.S. Highway 101 from the Dosewallips River bridge at Brinnon, thence 0,2 mile southeast along a dirt road, near the northwest end of Pleasant Harbor State Park Moorage Pier, 35.0 feet southeast of TIDAL 2, 40 feet northeast of the northwest end of the north- , east guardrail of the pier, 26 feet northeast of the southeast end of a 36-inch pipe culvert, 2 feet northwest of a 36-inch log used for a retaining wall, in the top or a 1#- by 2-foot boulder projecting 0.6 foot above the ground, and about 15 feet lower than the road, DESCRIPTION OF BENCII h1ARK Designation TIDAL 3 state Washington coanty Jefferson Nearest town Brinnon coanty Jefferson cnser or party C. Symms Distance and direction from nearest town 2,3 miles SOUth Leveling date NOV. 1965 character of mark C&GS tidal mark disk stamping NO 3 1961 Established Dy (,'~Py(,'S' betelled description 2,05 miles south along U.S. Highway 101 from the Dosewallipa River bridge at Brinnon, thence 0.25 mile southeast along a dirt road, 0.05 mile northeast of a pier which is on the outside of a sharp curve and on the same level ae the paved portion of the road, in the top of a 2}- . by 2}-foot boulder projecting about 3 feet above the ground, 325 feet northeast of TIDAL 2, 0 feet northeast of the northeast end of broken pavement, 12 foot north of the north edge of a cut bank, 3.0 feet north- west of a witness post, , OESCRIP7ION OF BENCII MARK .PAGE N0, 22 45 WASH, MAY 19'72 Designation % 4D9 state Washington coonty Jefferson Nearest town Brinnon coanty Jefferson chief of Dartr C. Symna Distance and direction erom nearest town 2 05 IDileS• 8013th Leveling date NOV. 1965 character of mark C&GS bench mark disk stamping % 409 1965 Established by CFcGS Detailed description 2,05 miles south along U.S. Highway 101 from the Dosew811ips River bridge at Brinnon, at Elsies Pleasant Harbor, in the top of a 2}=• by 3-foot boulder projecting 0.4 foot above the ground, 49 feet southeast of the center line of the highway, 165 feet southwest of the west corner of a store building, 72 feet south and across the highway from power pole N 497 with a transformert 9 feet southeast of the center line of a dirt road leading to piers, 31 feet northwest of a power pole with g¢y wire, and about level with the highway. DESCRIPTION OF BENCII h1ARK Designation Y 409 state Washington coanty Jefferson Nearest town Brinnon ~ coanty Jefferson Chief or party C. Symms Distance and direction from nearest town 2.85 tulles S013th Leveling date NOV. 1965 character of mark C&GS bench mark disk stamping y 409 1965 Established by C&GS Detailed description 2,85 miles south along U.S. Highway 101 from the Dosewallips River bridge at Brinnon, at the north end of a cut bank, in the top of a 3}- by 6-foot boulder projecting about 2} feet above the ground, 0,15 mile south of the junction of a road east to Black Point, 23 feet west of the center line of the highway, 12 Feet north of a power pole, 1.0 foot east of a witness post, 4~"wash. R, OEEIG NATION R 15 RESET 1956 sTA TE Wash n conNTYJefferson NEAREST TOWN COUNTY CHIEF OF PARTY Brinnon Jeffersom C , p1aTA NCE ANp DIRECTION FROM NEAREST TOWN RECOVERY DATE miles south Nov 6 ~ CHARACTER OF Mq RK C&GS bench mark disk __ _ R 1~ RESET 1956 ESTAB LISNEp BY PRESENT CON OITION I CkGS Good pET AIL ED RE PORT 3.25 miles south alol(g U.S. Highway 101 from the Dosewallips . River bridge at Brinnon, thence 0,1 mile northeast along a driveway to an old wooden gate, about 0.4 mile northeast of an arch bridge over Duckabush River, about 75 yards southeast of a house; on the top of a bank, 53 feet north of the center line of the driveway, 23 feet northwest of a power pole with a transformer, 0.8 foot south of a witness post, about 12 feet higher than the driveway, and set in the top of a concrete post protecting 0,5 Soot above the ground. -. k }' ~~. . ~. .,:. ~• •~... V"I~M!?MWYY{' !,l k •• Ikrc.'im: 1WMM .f:-~• r VERTICAL CONTROL DATA PaGE Nof 23 U.S. DEPARTMENT OF COMMERCE by the 45 WASH, NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL GEODETIC SURVEY NATIONAI OCEAN SURVEY SEA~LEVEL DATUM OF 1929 MAY 1972 roAM 6BSA U.e. DEPARTMENT OF COMMERCE D,y ~,~ U. S. DEPARTMENT OF COMMERCE (I a 581 COAST AMD G[OD[TIC SURVEY RECOVERY NOTE, BENCH MARK ),, a-~) COAST AXD G[OpLTIt IURV[Y R RECOVERY NOTE, BENCH MARK jt Designation S 15 State Washington County Jefferson Designation V 15 State Washington County Mason Nearest town Brinnon County Chief of Party 1934 te Nov r R D Nearest town Eldott County ~ Chief of Party . ecove y a Distance and direction from nearest town 3.9 miles south Distance and direction from nearest town 4.0 mile8 north Recovery Date Oct. 1934 Character of mark Standard disk Stamping Character of mark Standard disk Stamping Established by USC&GS Established by USC&GS Present condition GOOD Present condition GOOD Detailed report Detailed report 3.9 miles south along U.S. Highway 101 from Brinnon, Jefferson 4.0 miles north along U.S. Highway 101 from Eldon Mason County, County,.0.9 mile south of the concrete arch bridge over the Duckabush across the highway from the entrance road to the KobT3nswold Seattle ~:• ' R14er, near the center of a rock cut, 18 feet west of the centerline .Girl Scouts Camp, 100 feet west of the timber entrance arch, and "•~~' of the highway, in a narrow shelf in the rock bluff, and 4 feet higher " 45 feet west of the centerline of the highway. A standard disk, than the highway. A standard disk, stamped "33.953 S 15 1931- stamped "80.377 V 15 1931" and set in the top of a concrete post p ro,]e ct in about 6 inches above ground. ~ ~ ~ ~ dUl 1970 ro RN 6BSA ~ U.S. DEPARTMENT OF COMMERCE ~ ' (I 9. y8) COAST AXD 4EODf TIC lURVCY U.S. DEPARTMENT OF COMMERCE w DRM 685A RECOVERY NOTE, BENCH MARK K O'8'~) COAST AMD GEODETIC 6-RVCY Jefferson - RECOVERY NOTE, BENCH MARK R State Washington County Designation T 15 Nearest town $rinnon County Chief of Party 1934 NOV Designation W 15 State Washirigtott County Mason . Distance and direction from nearest town 5.2 mile8 south Recovery Date Nearest town Eldon ~ County Chief of Party Character of mark Standard disk Stamping Distance and direction from nearest town 3,0 miles' north Recovery Date 1940 Established by USC&GS ' Character of mark Standard disk Stamping Present condition GOOD Established by USC&(}S Detailed report Present condition NOT RECOVERED _ CONS.' DESTROYED ' - Detailed report Probably taken out by road improvements. 5.2 miles south along U.S. Highway 101 from Brinnon, Jefferson County, 2.4 miles north of the Jefferson-Mason county line, at bridge 3.0 miles Aorth along U.S. Highway 101 from Eldon, Mason County, 9/202 over McDonald Creek, in the top of the west end of the north 21 feet west of the centerline of the highway, 1n a rock outcrop concrete abutment, and about level with the pavement. A standard 15 feet high, and 2 feet higher than the pavement. A standard disk, disk, stamped "13.871 T 15 1931." stamped "99.619 W 15 1931". , ~`; ` 1 ~, ~DRM esSA U. S. DEPARTMENT OF COMMERCE 'ORM 6eeA U.S. DEPARTMENT OF COMMERCE COAST AXO GEODETIC BURVEY ~I I,-e-.~) COAST AXO GEODETIC lURVEY RECOVERY NOTE, BENCH MARK •e•58) ~ RECOVERY NOTE, BENCH MARK R Designation U 15 State Washington County Jefferson 'Designation ~$ 15 State Washington County Mason Nearest town Eldon County Mason Chief of Party Nearest town Eldon County Chief of Party Distance and direction from nearest town 6.4 miles north Recovery Date Oct. 1934 Distance and direction from nearest town 1.7 miles north Recovery Date Oct. 1934 ' Character of mark Standard disk Stamping Character of mark Standard disk Stamping Established by USC&GS Established by USC&GS Present condition GOOD Present condition GOOD Detailed report ~ detailed report In Jefferson County, 6.9 miles north along U.S. Highway 101 1.7 miles north along U.S. Highway 101 from Eldon, Mason County, - from Eldon, Mason County, at the concrete bridge over Fulton Creek, e west concrete at the bridge over Waketickeh Creek, in the top o~TF in the fop of the south end of the west concrete railing, and about wingwall of the north abutment, and about level with the pavement. " 3.2 feet higher than the highway. A standard disk, stamped "30.636 A standard disk, stamped "13.002 X 15 1931. , U 15 1931." ~~ ~ ~~ JUl 1970 ~ ~ Oesaitied JUl 1970 VERTICAL CONTROL DATA U.S. DEPARTMENT OF COMMERCE by the NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL GEODETIC SURVEY NA710NAL OCEAN SURVEY aEA~LEVEC DATUM OF 1929 rORM ~,~ U.3. DEPARTMENT OF CDMMEPCE (l.e•e~l ~ t0AlT AND ¢EOOETIG SURVEY RECOVERY NOTE, BENCH MARK R Designation y 15 State Washington County Mason Nearest town Eldon County - Chief of Party Distance and direction from nearest town 0.5 mile north Recovery .Date Oct. 1934 Character of mark, Standard disk Stamping Established by USC&GS Present condition GOOD ' Detailed report 0.5 mile north along C.S. Highway 101 from Eldon, Mason County, at the north concrete bridge over the Hammy Hamma~~iver, in the top of the north end of the west concrete railing,~and about 3.2 feet higher than the highway. A standard disk, stamped '18.392 y 15 1931• FD RM ~~ U.3. DEPARTMENT OF CDMMERCE t1 a 58) COAST AND ¢EOOCT IG SURVEY RECOVERY NOTE, BENCH MARK R Designation Z 15 State 6ashington County Mason Nearest town Eldon County Chief of Party Distance and direction from nearest town 0.3 miles south Recovery Date Oct. 1940 Character of mark Standard disk Stamping Established by USC&GS Present condition NOT RECOOEREll - CONS, DESTROYED Detailed report Probably taken out by road improvements. PAGE N0. 24 45 WASH. MAY 1972 oRN Se3A U,S. DEPARTMENT OF CDMMERCE II.4•$eI COAST AXD CEODCTIC SURVEY RECOVERY NOTE, BENCH MARK R Designation C 16 State Washington County Mason Nearest town Hoodsport County Chief of Party Distance and direction from nea rest town 4.4 miles north Recovery Date Oct. 1934 Character of mark Standard disk Stamping Established by USC&GS Present condition GOOD Detailed report 4.4 miles north along U.S. Highway 101 from Hoodsport, Mason County, at the concrete highway bridge over Lilliwaup Creek, in the top of the east end of the south concrete railing, and about 3 feet higher than the pavement. A standard disk, stamped "19.075 G 16 1931," FORM sa3A U.3. DEPARTMENT OF CDMMERCE ~ (1.8.54( tOAlT AND GEODETIC SURVEY RECOVERY NOTE, BENCH MARK R Designation D 16 State Washington County Mason Nearest town Hoodsport County Chief of Party Distance and direction from nearest town 3.4 miles north Recovery Date Oct, 1934 Character of mark Standard disk Stamping Established by USC&GS Present condition GOOD Detailed report 3.4 miles north along U.S. Highway 101 from Hoods ort, Mason County, 200 feet north of the bottom of a grade, near a beginning of_a curve, 120 feet southwest of pole 36/3, 24 feet west of the centerline of the highway, in a slightly recessed rock ledge, 1 foot from the face; and about 4 feet higher than the pavement. A standard ~ disk, stamped "25.289 D 16 1931". U.3. DEPARTMENT OF CDMMERCE RN 693A ' ~1•e~r,8) COAST ANO DFOp[TIC lURY[Y R RECOVERY NOTE, BENCH MARK Designation A 16 State Washing'Con County Mason ' Nearest town Eldon County Chief of Party Distance and direction from nearest town 2.8 miles south Recovery Date Oct. 1934 .DRN SBSA ' ' U. S. DEPARTMENT OF COMMERCE Character of mark StandardDisk Stamping ',1•e•Sel COAlTAN06EOOETIClURVEY Established by USC&GS RECOVERY NOTE, BENCH MARK R Present condition GOOD Detailed report Designation E 16 State Washington County Mason Nearest town Hoodsport County Chief of Party Distance and direction from nearest town 2.6 miles north Recovery Date Oct. 1934 2.8 miles south along U.S. Highway 101 from Eldon, Mason County, Character of mark Standard disk Stamping at a T-road leading southeast to Stetson's Resort on ood Canal, Established by USC&GS in line with the prolongation of the road, and 33 feet west of the Presentcondition GOOD centerline of the highway. A standard disk, stamped "52.152 A 1931" Detailed report and set in the top of a concrete poet projecting about 6 inches .above ground. 2.6 miles north along U. S. Highway 101 from Hoodsport, Mason County, at the concrete bridge over Sund Creek, and in t e top of the north end of the west concrete railing. A standard disk, stamped "13.484 E 16 1931." v jp . .tr. .q :u~A ,c. k; .., ... .~ ,. v .~. ,.i 7P'':., .ti«14'..,,. ., lu~..1. . ~. ..i,..,...~..,. r. ,.r ... ..., .. y' ~ ',fx.. ~ i - ~ .: , , . ,,. ,, ,..:., , .~ ;, ~.yl.~ 1, NMNAp.ely.D~NP 4Mw.. ~rM , n , ,, ,..~. » r. 94::. ... .: i ~, VERTICAL CONTROL DATA ~ PAGE No. 25 U.S. DEPARTMENT OF COMMERCE by the NA710NAt OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL GEODETIC SURVEY 45 WASH, NATIONAL OCEAN SURVEY SEA~EEVEL DATUM OF 1929 MAY 1972 it ~ ~,~ U.S. DEPARTMENT OF COMMERCE dRN 6e3A U. t a. DEPARTMENT OF cOMAERCE ii-9-591 eoesr ANO erooenc awvEr 1-e-591 eoAEr AND aroDETw solver R jt RECOVERY NOTE, BENCH MARK RECOV ERY NOTE, BENCH MARK Designation F 16 State Washington County Mason Designation J 16 State Washington County Mason Nearest town Hoodsport County Chief of Party Nearest town Hoodsport County Chief of Party Distance and direction from nearest town 1 .8 miles north Recovery Date Oct, 1934 Distance and direction from nearest town At Ho Odsport Recovery Date Oct. 1934 Character of mark Standard disk Stamping Character of mark Standard disk Stamping Established by USC&GS Established by USC&GS Present condition GOOD Present condition GOOD Detailed report Detailed report ~,} 11 ~, ~_..w. ~~i 1.8 miles north along U.S. Highway 101 from Ho~o_d_spor~t, Mason County, at the concrete bridge over Miller Creek, ire top of the north end of the west concrete railing, and about 3 feet higher than the pavement. A standard disk, stamped "14.865 F 16 1931." Designation G 16 State Washington County ason Nearest town Hoodsport County Chief of Party Distance and direction from nearest town 0.6 mile north Recovery Date Get. 1934 Character of mark Standard disk Stamping Established by USC&GS Present condition GOOD a Detailed report ra RN OaSA ~ U.S. DEPARTMENT OF COMMEREC ' II a ~) COAST AN06EODETIC SURVEY RECOVERY NOTE, BENCH MARK R M 0.6 mile north along II.S. Highway 101 from Hoodsport,. Mason County, in the top of the north end of the concrete seawall, 45 feet east of the centerline of the highway, and about 15 feet lower than the highway. A standard disk, stamped "8.973 G 16 1931." ro RN 6BSA U.a. DEPARTMENT OF COMMERCE 11.9.591 OOAST AMD 6FOOETIC lURVEY RECOVERY NOTE, BENCH MARK Designation H 16 State Washington County Mason Nearest town Hoodsport County Chief of Party Distance and direction from nea rest town At Hoodsport Recovery Date Oct. 1934 Character of mark Standar d disk Stamping Established by USC&GS Present Condition GOOD Detailed report At Hoodsport, Mason County, at the concrete bridge over Finch Creek,. in the top of the south end of the west concrete railing, and about 3 feet higher than the pavement. A standard disk, stamped "16.791 H 16 1931." At Hoods ort, Mason County, 85 feet south of the south end of Hoodsport L~Co. building, 63~feet south of pole 32/11, 25 feet east of the centerline of U.S. Highway 101, 10 feet lower than the highway, and in the top of the east end of a rectangular concrete culvert. A standard disk, stamped "6.886 J 16 1931." Oq, yRyA U.a. DEPARTMENT OF COMMERCE ((. g. ggl EDAET AND GEODETIC lURV[Y RECOVERY NOTE, BENCH MARK R Designation K 16 State Washington County Mason Nearest town Hoodsport County Chief of Party Distance and direction from nearest town 2.4 miles 9oUth Recovery Date Get. 1934 Character of mark Standard disk Stamping Established by USC&GS Present condition .GOOD Detailed report Z.0 miles south along U.S. Highway 101 from Hoods ort, Mason County, 450 feet northeast along a road leading to ood anal; at Potlatch, on the east side of a,north-and-south road, 55 feet east of the east side of a hotel, 9 feet southeast of a fire hydrant, and 1-1/2 feet west of a fence. A standard disk, stamped "18.150 K 16 1931" and set in the top of a concrete post protecting about 6 inches above ground. , ~ I ~o RN 665A ~ U.S. DEPARTMENT OF CDMAERCE I1-9.59) COAST AND GFOOLTIC SURVEY Ri RECOVERY NOTE, BENCH MARK R Designation J 31 (USGS) State Washington County Mason Nearest town Hoodsport County Chief of Party Distance and direction from nearest town 2.0 miles south Reeover_'y Date Get. 1934 Character of mark Standard disk Stamping Established by USGS Present condition GOOD 'Detailed report 2.0 miles south along U.S. Highway 101 from Hoo_d~sport, Mason County at Potlatch, at the Standard 011 Co, depots the northwest side of a ta~Tns pl~form, at the base of the second concrete post from the southwest corner directly under tank 3, and in the concrete footing about flush with the ground. A IInited States Geological Survey standard disk, stamped "34.324 J 31 1929." U.S. DEPARTMENT OF COMMERCE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL OCEAN SURVEY To RM 665A U. S. DEPARTMENT OF COMMERCE (I.g. rig) CDAlT AND GEODETIC lURVEV RECOVERY NOTE, 8ENC1-# Designation L 16 State Washington Nearest town Hoodsport County Distance and direction from nearest town 2.4 miles south Character of mark Standard disk Established by USC&GS Present condition GOOD Detailed report VERTICAL CONTROL DATA • by the NATIONAL GEODETIC SURVEY SEA~LEV EL DATUM OF 1929 MARK R County Mason Chief of Party Recovery Date Oct. 1934 Stamping 2.4 miles south along U.S. Highway 101 from Hoods ort, Mason County,•at Cushman Power Plant 2 of the Tacoma Mun tips ower System, at the concrete highway bridge over the tail-race between the powerhouse and Hood Canal, in the top of the north end of the west railing, and about 3.4 feet higher than the sidewalk. A standard disk, stamped "20.728 L 16 1931." GESIGNATION M 16 NEAREST TOWN Potlatch 4"5-W9Sh• lT~TE Washington• °O°"'Y Mason COUNTY CHIEF OF PARTY Mason C. Symms RECOVERY DATE DISTA NOE AND DIRECTION FROM NEAREST •OWN 2.95 miles south ~ Noz. 1965 _ CH ARAOT ER Oi MARK aTAMPING )CEcGS bench mark disk M 16 1931 ESTABLISH E° BY PRElENT CONDITION C&GS Good DETAILED REPORT p,95 miles south along U.S. Highway 101 from the post office at Potlatch, 0.05 mile north of of the junction of State Highway 106, 53 feet east of the center line of the highway, 33 feet northeast of tele- phone pole $71, 1.0 foot south of a witness post, about 4~ feet lower than the highway, and set 1n the top of a concrete post projecting 1.0 foot above the ground. SPUR LINE NE TO UNION DESCRIPTION OF BENCII hIARK Designation SKOKOMISH R.M. 1 state Washington copntr Mason ' Nearest town Potlatch coanty Mason eniee oe party C. Symms Distance and direction from nearest town j,Q miles 3011th Leveling date NOV. 1965 Character or marx C&,GS reference mark disk scamoine SKOKOMISH HO 1 . eatnblisned by C&GS 1954 Detailed description j,0 miles south along U.S. Highway 101 from the post office at rotlatch, at the junction of State Highway 106, 160 feet east of the center line of U.S. Highway 101, 49 feet south of the center line of State Highway 106, 1 foot east of telephone pole No. 1, 1.0 foot south of a witness post, about 4 feet higher than the highway, and set in the top of a concrete post projecting 0.3 foot above the ground. DESCRIPTION OF BENCII h1ARK PAGE N0, 26 u5 47ASii, MAY 1972 Designation SKOKOMISH R.M. 3 state Washington coantyl~~ason ' Nearest townPOtlatCh ~ county~MasOn Chief of party C. S s Distance and direction Prom nearest town j,Q mile9 a0uth Leveling tlate NOV,~1965 Character DP mark C&GS reference mark disk stamping SKOKOMISH NO 3 Established by C&GS 1954 Detailed description j,0 miles south along U.S. Highway 101 from the post office at Potlatch, at the junction of State Highway 106, 119 feet west of the west corner of a school building, 92 feet northeast of the center line of State Highway 106, 52 feet north of telephone pole $70-2, about 1 foot higher than the highway, and set in the top of a concrete post projecting 0.3 foot above the ground. DESCRIPTION OF BENCII MARK Designation SKOKOMISH ~I• ~ state Washington county Mason ' Nearest town Union County Ma90n Chief oe party D. $y1DTis Distance and direction from nearest town /,,, 75 Spi~gg SOnt}3 Leveling date NDV, 1965 character of marx C&GS a23mnth mark disk stamping SKOKOMISH 1954 Established by C&GS Detailed descrLption 4,75 miles south along State Highway 106 from the post office at Union, 0,2 mile northwest of the "T" junction of a road, 26 feet northeast of the center line of the highway, 6,0 feet south of the south end of an iron gate, 2.7 feet southwest of a fence, 3 feet north- west of telephone pole 15, 0.7 foot northwest of a witness post, about level with the highway, and det in the top of a concrete post projecting 0.4 foot above the ground. DESCRIPTION OF BENCII h1ARK Designation TS 30 (USE) state Washington eDDncyMason Nearest townUIIion County Mason Chief of party G. $yIDns Distance and direction from nearest town 3A$ m11e3 30uth Leveling date NOV. 1965 Character of mark USE survey disk stamping T S 30 Established by U.S. Corps of Engineers Detailed description j,$ miles south along State Highway 106 from the post office at Union, in the top.-of the concrete floor of a bridge, 1.$ feet east of the west end, $ feet north of the center line of the highway, 1,4 feet south) of the curb of the bridge, and about level with the highway, DESCRIPTION OF BENCil MARK Designation B 412 state Washington coDncy Mason Nearest town Union connty Mason cniee oe party C. Symms Distance and direction from nearest Lown 2w $5mile3 80uth Leveling date NOV. 1965 Character or mark C&GS bench mark dis)F stamping B 412 1965 Estnbllahed by C&GS Detailed aescripcion 2.$5 miles south along State Highway 106 from the post office at anion, 50 feet northwest oi' the center line of the highway, 12 feet northeast of telephone pole 77, 1.2 feet east of a ^T^ junction fence corner, 1.5 feet west of a witness post, about 2 feet lower than the highway, and set in the top of a concrete poet projecting 0.4 foot above the ground. f >,'k: }1~'' '~'" r'~ f~ d ~<__ " ~. ... n}. ,.ai'.i `~ ^ tr ~J, .,,A, '. T.-.y,,. T'""rvw!-r. ~:.,. y1Nmr. r t r .,'Y U.S. DEPARTMENT OF COMMERCE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL OCEAN SURVEY DESCRIPTION OF BENCR M1IANK VERTICAL CONTROL DATA by the NATIONAL GEODETIC SURVEY SEA~LEVEC DATUM OF 1929 Designation A 412 state Washington county btason Nearest town Union county Mason cnler or Darcy C. Symms DSStance and airectlon from nearese sown 1.9 miles south Leveling date Nov. 1965 cnaraccor or marx CFcGS bench mark disk Stamping A 412 1965 EstaDl fished by CFcG3 Detailed descriDCion 1.9 miles south along State Highway 106 from the post ofi'ice at Union, on the indide of a curve, 21 feet southeast of the center line of the highway, 1 foot north of a telephone pole No. 10~, 1.6 feet southwest of a witness post, about level with the highway, and set in the top of a concrete post projecting 0.3 foot above the ground. DESCRIPTION OF BENCR MARK Designation TIDAL 6 state Washington county Mason Nearest town Union countr Mason Chief of party C. Symms Distance and direction from nearest town 1,G mile 90uth Leveling date NOV. x.965 cnaracter of marx CFcG5 tidal mark disk stamping 6 1952 EstaDl fished by C&.f~,S Detalled description 1.0 mile south along State Highway 106 from the post office at Union, in the top step of concrete stairs leading to the basement of a private home, $4 feet west of the center line of the highway, 12 feet southeast of the southeast corner of a shop building, 46 feet west of a light pole, and about 10 feet lower than the highway. DESCRIPTION OF BENCR MARK Designation TIDAL 3 state Washington coupcy Mason Nearest town Union county Mason cniet of party C. Symna Distance end direction from nearest town At Un10II Leveling date NOV. 1965 • cnaracter of marxC&GS tidal mark disk stamping 3 1935 EstaD]isned Dy C&GS Detailed description At Union, at First and Fir Streets, in the top of a con- crete slab which is in the front of a service station, 42 feet north of the center line of State Highway 106, 2.5 feet west of the southeast corner of the building, 0.5 foot south of the south face of the building, about 393 feet zest of the Masonic Hall, and about level with the highway. DESCRIPTION OF BENCii MARK Designation TIDAL 2 state Washington countr Mason County MaaOA Ch1eY oP party G. ,S e Nearest town Union y~ Distance and direction from nearest town AL Union Leveling date NDV. 1965 cnaracter or marx C&GS tidal mark disk stumping 2 1935 Establ SShed by (.8tG3 Dec.l3ea aescription At Union, at the northeast corner of First and Main Streets, in the top of the concrete foundation for the Masonic Hall, 0,2 foot west of the west wall, 5.5 feet south of the north wall, and about level with the ground. UESCRIPTION OF UENCU A1ARK PAGE N0. 27 45 WASH, MAY 1972 oeeienaeion TIDAL 4 state Washington councyMason Nearest cownUnion eO0"ey Mason cnief or party C. Symms DSs ranee and direction Prom nearest town At Union Leveling date NOV. 1965 cnaracter of marx C&GS tidal mark disk scampine 4 1935 Ea tabllshed Dy (,`&,(',,$ Detalled eescrlptiop pt Union, along State Highway 106, at First and Main Streets, set vertically in the north face of a concrete retaining wall in the front of a private home, 580 feet west of the post office, 22 feet south of the center line of Lhe highway, 2.5 feet east of the west end of the retaining wall, 81 feet southeast of the southeast corner of the Masonic Hall, and about 1 £oot higher than the highway. DESCRIPTION OF BENC11 MARK Designation TIDAL 5 state Washington county Mason Nearest town Union county Mason Chief of party C. Symms Distance and direction from nearest town At Union Level Sng date NOV. 1965 Character of mark C&GS tidal mark disk stamping 5 1952 Established by C8cG3 Detalled description At Union, in the top of the concrete island of an abandoned service station which is across the street from the oat office, $0 feet north of the northwest corner of the post office, 30~fnortll of the center line of State Highway 106, 123 feet east of the southeast corner of Union Cafe, 66 £eet west of a fire hydrant, and about level with the highway. NOTE: Report from Tider& Currents Branch, the mark was to be destroyed as of March 1966. END OF SPUR LINE Rw EeSA U. S. DEPAgTMENT OF COMMENCE , (1.8.581 COAST AMa a[OapTlt SURY[Y RECOVERY NOTE, BENCH MARK R Designation J 30 (USGS) ' State Washington County Mason Nearest town Hoodaport County Chief of Party Distance and direction from nearest town 5.1 miles south Recovery Date Oct. 1934 Character of mark Standard disk Stamping Established by USGS Present condition GOOD Detailed report 5.1 miles south along II.S. Highway 101 from Hoodaport, Mason County 460 feet northeast of a Traffic Control ei ng Station oP the IIepartment of Highways, at the junction of State Highway 14, 60 feet east of the centerline of U.S. Highway 101, and 50 feet west of the centerline of the northeast branch of State Highway 14. A United States Geological Survey standard disk, stamped "36.952 J 30 1929" and set in the top of a concrete post projecting about 8 inches above ground. Not Recarered NOV 19~ U.S. DEPARTMENT OF COMMERCE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL OCEAN SURVEY DESCRIPTION OF'BENCII MARK VERTICAL CONTROL DATA • by the NATIONAL GEODETIC SURVEY SEA~IEVEL DATUM OF 1929 Desi6nation C 412 state Washington couaty Mason Nearest toxnpotlateh couaty Mason cniee of Darty C. Symms Distance and direction from nearest town 3 95 miles South Leveiine date NOV. 1965 character of mark C&GS bench mark disk stamoiag C /y12 1965 Establisned by (,`$~}S` Detailed descrlDtion 3.95 miles south along U.S. Highway 101 from the post office at Potlatch, 0.05 mile northeast of a private home, 37 feet southeast of the center line of the highway, 1 foot northwest of telephone pole $42, 1.$ feet southwest of a witness post, about 1 fast lower than the highway, and set in the top of a concrete post pro~ectinS 0.3 foot above the ground. • ro RM 6aSA ~ U.S. DEPARTMENT OF CDMMERCE (I.9, rte) COAST AND 6[OD[TIC SURVEY RECOVERY NOTE, BENCH MARK Designation TBM 25 (USGS) State Washington County Mason Nearest town Hoodsport County Chief of Party Distance and direction from nearf!st town 5, 6 miles south Recovery ~ Date Oct. 1934 Character of mark Copper nail and washer 'Stamping Established by USGS Present condition GOOD Detailed report 5.6 miles south along U.S. Highway 101 from Hoods ort, Mason County, 1.5 miles north of the new steel bridge over a kokomish River, 85 feet south of pole 27/4, 24 feet east of the centerline of the pavement, in the west root of a 30-inch fir stump painted "USGS. 2511 and about 2 feet higher than the ground. A United States Geo= logical Survey standard copper nail and washer. N~V 1~ rows 6aeA (i•6•SR) PAGE NOR 2$ 45 WASH, MAY 1972 U.S. DEPARTMENT OF CDMMERCE COAST AN06EODETIO SURVEY RECOVERY NOTE, BENCH MARK R Designation J 29 (USGS) State Washington County Mason Nearest town Hoodsport County Chief of Party Distance and direction from nearest town 6.5 mile9 sOU th Recover.y Date Oct. 1934 Character of mark Standard disk Stamping Established by USGS ' Present condition GOOD Detailed report 6.5 miles south along U.S. Highway 101 from Hoodsport, Mason County, 0.7 mile southwest along old U.S. Highway~l; at the steel -bridge over the Skokomish River, 5 feet north of the north concrete abutment, and 12 feet east of the centerline of the highway, A United States Geological Survey standard disk, stamped "47.329 J 29 1929" and set in the top of a concrete post about flush with the ground. Nok Recoueled NOV 1965 R ro RM 6a5A U. S. DEPARTMENT OF COMMERCE (I.9• ~ I COAST ANO OEOD[T I C SUR V EY RECOVERY NOTE, BENCH MARK R OESIG NATION STATE COUN WaSh1 R; N 16 I Washington I Mason NEAREST TOWN COUNTY CHI£f OF PgRTY DISTANCE ANO DIRECTION FROM NEAREST TOWN I RECOVERY GATE C&GS I Good DETAILED REPORT 4,2 miles south along U.S. Highway 101 from the post office at Potlatch, thence 0.65 mile southwest along a graveled road, on the outside of a curve, at a parking area, in the top of the east end of the north concrete abutment of a former highway bridge, 76 feet south of the center line of the highway, about 25 feet west of a tide gaging building, and about 2 feet lower than the highway. Designation P 16 State Washington County Mason Nearest town Shelton County Chief of Party Distance and direction from nearest town 6.8 tr}iles north Recovery Data Oct. 1934 Character of mark Standard d19k Stamping Established by USC&GS Present condition OOOD Detailed report • 6.8 miles north along U.S. Highway 101 from the intersection of Railroad and First Streets at Shelton, Mason County, on a long tangent, 140 feet south across the ghway from a small sawmill, 30 feet southwest of the centerline of the highway, and 6 feet southwest ., of pole 21/20. A standard disk, stamped "241.673 P 16 1931" and set in the top of a concrete poet protecting about 6 inches above ground. FD RN 6B5A. U. S. DEPARTMENT OF CDMMERCE (I.9• SBI COAST NND O[ODETIE SURVEY RECOVERY NOTE, BENCH MARK R ' Designation J 28 (USGS) State Washington County Mason Nearest town Shelton County Chief of Party • Distance and direction from nearest town 6.2 miles north Recovery Date Oct. 1934 Character of mark Standard disk Stamping Established by IISGS Present condition GOOD Detailed report 6.2 miles north along U.S. Highway 101 from the intersection of Railroad and First Streets at Shelton,'Mason County, 480 feet northwest of the Brockdale Service Station, a he Junction of the Web Hill Road leading to IInion, at the outside of a curve, 40 feet northeast of the centerline of the highway, at the northeast edge of the road, 1-1/2 feet higher than the road, and in the top of a 3-by-4-foot pointed boulder painted "USGS PBM 245." A United States Geological Survey standard disk, stamped "245.862 J 28 1929.11 f~ .. ~.. ... ~.. .N .::. nl ':: •. 1 :.•...:. ~ .e.R ,':.vMr ~ -,. ':i..~.. ~.~.~ e..•. niinu. ~.....rr'i..~il.~.M .:,.iN•:.. ...+J. ...t.. ~. ... f r, .. . l' Q.ti .. f f`,. y!y ,~~, 'E. ~.:: W i ~4:v N C•...e. ...... ~.: .v.+.., .... R'.~.. Y ? . pn_::.. Y.R. ~.. ~.; ~ 4~ ..:. ~ .:,.,: t .. ... .. 4Y'. U.S. DEPARTMENT OF COMMERCE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL OCEAN SURVEY ro RN 6B5A 11-8-581 Designation Q 16 Nearest town Shelton Distance and direction from nearest town Character of mark Standard disk Established by USC&G5 Present condition GOOD Detailed report County Chief of Party 6.0 miles north Recovery DataOet. 1934 Stamping 6.0 miles north along U.S. Highway lIIl from the intersection of ~,, Railroad and First Streets at Shelton, Mason County, 0.1 mile south f' of the Brockdale Service Station, at a concrete bridge over a small `~.. creek at the foot of a grade, in the top of the south end of the west concrete railing, and about 3.4 feet higher than the pavement. A standard disk, stamped "244.301 Q 16 1931." ,D w 6BSA U.S. DEPARTMENT OF CVR[NERCE (1•e- SB I COAST Axo 6EOOET,t SURVEY RECOVERY NOTE, BENCH MARK Designation TBM 308 (IISGS) State Washington County Mason Nearest town Shelton County Chief of Party Distance and direction from nearest town 5.4 mile9 north Recovery Date OCt. 1934 Character of mark A painted square Stamping Established by USGS Present condition GOOD Detailed report .k %:. 5.4 miles north along U.S. Highway 101 from the intersection of Railroad and First Streets at Shelton, Mason County, 325 feet north oP the top of a grade, 100 feet nor-Tt -off` pole 20/7, 12 Peet west of the centerline of the highway, on the top of the most southerly con- crete guardrail post painted yellow with a black top, near a wooden guardrail stamped "TBM 308" and about 3 feet higher than the pavement. A white-painted square. ro RM aeSA 6.5. DEPARTMENT OF CDMMERCE IC R Y' SU VC (Y a-5e1 COAST AN06[00[T RECOVERY NOTE, BENCH MARK Designation TBM 312 (USGS) State Washington County Mason Nearest town Shelton County Distance and direction from nearest town 4.5 miles north Chief of Party Recovery Date Oct. 1934 Character of mark Copper nail and washer Stamping Established by USGS Present condition GOOD Detailed report h.5 miles north along U.S. Highway 101 from the intersection of Railroad and First Streets at Shelton, Mason County, 160 feet south of the centerline of an old cross road, 110 feet. northeast of pole 19/10, 25 feet east of the centerline of the highway, in the west root of a 36-inc6fir stump protecting about 3 feet above ground, and 1 foot higher than the ground. A United States Geological Survey standard copper nail and washer. VERTICAL CONTROL DATA by the NATIONAL GEODETIC SURVEY SEA~LEVEL DATUM OF ]929 V.S. DEPARTMENT OF COMMERCE COAT AxD 6FOD[T,C SURVEY RECOVERY NOTE, BENCH MARK State Washington County Mason PAGE N0, 29 45 WASH, MAY 1972 ' roR~ 685A U.s. DEPARTMENT OF COSMERCE (l•e•Sel R COAST AN06EOD[TIC SURVEY RECOVERY NOTE, BENCH MARK R Designation J 27 (IISGS) State Washington County Mason Nearest town Shelton County Chief of Party Distance and direction from nearest town 3.0 miles northwest Recovery Date pug. 1944 Character of mark Standard disk Stamping Established by USGS Present condition GOOD Detailed report ' R ~\ •- 3.0 miles northwest along U.S. Highway 101 from the high school at Shelton, Mason County, 0.5 mile southeast of the main entrance to the~ormer (1944) Naval Auxiliary Air Station, at the ,junction of an abandoned road leading west, 27.2 feet southwest of the centerline oP the highway, 24 feet north of the centerline of the side road, 2.2 feet northeast of a fence, and 2.2 feet northwest of white wooden witness post. A United States Geological Survey standard disk, stamped "275.866 J 27 1929" and set in the top of a concrete post projecting 0.2 foot above ground Iled ~ p 1967 DEPARTMENT OF COMMSRCS RECOVERY NOTE, BENCH MARK R v. e. co..~~o,~o a .D sDAT:Y Designation R 16 State Washington County Mason Nearest town Shelton County Mason Nov. 1961 Distance and direction from nearest town 3.0 miles northwest Character of mark Standard disk, Concrete post Stamping 276.610 R 16 1931 Established by Charles Pierce ' Present condition Good Detailed report I The main entrance to the Shelton Airport is now 0.1 mile north of the mark. The mark is across U. S. Highway 101 from Mr. Robert L. Harnett's mail box and driveway, 14.5 feet northwest of telephone pole No. 648 and 6.2 feet northwest of a 4x4 white witness post. This bench mark was used for a triangulation station mark by R. A. Gilmore in 1954 and tyro reference marks were set. Reference mark No. 1 is north 51.5 feet and reference mark No. 2 is southwest 27.1 feet. ![eeer9red es DesCt{bed 1967 I DSPARTMSNT OF COMMEACS R °• e. °°"~~,~;'° a°"R,T RECOVERY NOTE, BENCH MARK ' Designation S 16 State Washington ~ County Mason ' Nearest town Shelton County Mason Nov. 1961 Distance and direction from nearest town In northwest part of town Character of mark Standard disk Stamping 50,833 S 16 1931 Established by Charles Pierce Present condition Good Detailed report The mark was recovered as described. ' pt Shelton, Mason CountyF at the Irene S. Reed High School, at the main e- nice on the south aide, at the lower tier of steps, and in the west end of the second step from th! bottom. A standard disk, stamped "50.833 S 16 1931." j VERTICAL CONTROL DATA U.S. DEPARTMENT OF COMMERCE by the NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL GEODETIC SURVEY NATIONAL OCEAN SURVEY SEA-LEVEL DATUM OF 1929 DEPARTMENT OF COMMERCE II. d Coner nND Osoomc 3vavtt RECOVERY NOTE, BENCH MARK Porn eeaa Designation T 16 State Washington County hfason Nearest town Shelton ~ County Mason Distance and direction from nearest town At County Courthouse. Nov. 1861 Character of mark Standard disk Stamping 37.231 T 16 1931 Established by Charles Pierce Present condition Good Detailed report The mark was recovered as described. At Shelton, Mason County, at the county courthouse, at the main entrance o~Tie east aide, and in the southeast corner of the third granite step from the bottom. A standard disk, stamped "37.231 T 16 1931 " ~ RN 68SA U.S. DEPAflTMENT OF COAPIEPCE (1.8.58) COAST AND DEODET IC ,URVEV RECOVERY NOTE, BENCH MARK R Designation TIDAL 2 State Washington County Mason Nearest town Shelton ~ County Chief of Party Distance and direction from neatest town At Shelton i Recover.'y Date pug. 1844 Character of mark Standard disk Stamping Established by USC&GS Present condition GOOD Detailed report At Shelton, Mason County, on the east side of First Street, 145 feet nort~of the north fence line of Franklin Street, 25 feet north of the north end of a rectangular concrete culvert over a creek, in the top of the concrete sidewalk,and 0.3 foot west of the east edge. A standard disk, stamped "NO 2 1917." D'~B~CO~rEnem OsoomAC BvevsE R „°,m,aES RECOVERY NOTE, BENCH MARK i` Designation U 16 State Washington County tiason Nearesttown Shelton County Mason Nov. 1961 Distance and direction from nearest town Southern end of Husinesa District. Character of mark Standard disk Stamping 18.343 U 16 1931 Established by Charles Pierce Present condition Good Detailed report Tha mark was recovered as described. ' The description should read ~~from the intersection of Railroad Street and First Street since from Railroad and First Streets could be mistaken to mean from the intersection of the railroad and First street. At Shelton, Mason County, 0.2 mile south along U.S. Highway 101 from Rai rT oaf and First Streets, on First Street, at the concrete bridge over Ooldborough Creek, 10 feet from the north end, in the top of the west concrete railing, and 3.2 feet higher than the sidewalk. A standard disk, stamped "18.343 U 16 1931." PAGE N0, ~p 45 WASH, NAY 1972 DEPARTMENT OF COMMERCE °~&0O'°io~D°saas"s°`"° RECOVERY NOTE, BENCH MARK Designation V 16 ~ State Washington County Mason Nearesttown Shelton County Mason Nov. 1961 Distance and direction from nearest town 1.8 miles south Character of mark Standard disk in concrete railing of bridge tamping 109.554 V 16 1931 Established by Charles Pierce Present condition Good Detailed report The mark was recovered as described. Additional Information: The mark is about 60 yards north of the Wagon Wheel Motel. 1.8 miles south along U.S. Highway 101 from the intersection of Railroad and First Streets at Shelton, Mason County, at the concrete bridge over Mill Creek, in the top o` the south end of the west concrete railing, and 3.4~feet higher than the sidewalk. A standard disk, stamped "109.554 V 16 1931." DESCRIPTION OF BENCH MARK Designation W 16 RESET 1961 State Washington County Masoa •Nearest town Shelton County Mason Distance and direction from nearest town G..4 miles south Character of mark Standard disk, Concrete post Stamping W 16 RESET 1961 Established by M. E, Wennermark , Detailed description About 4.4 miles south along U. S. Highway 101 from the intersection of First and Railroad Streets in Shelton, Mason County, in the southwest angle of the intersection of II.S. Highway 101 and a crossroad, in the northeast corner of the front yard of M,r. Ted Hoosier whose address is Route 1, Box 99,Shelton, Washington. The mark is 100 feet west of the center line of the existing II.S. Highway 101, 43 1/2 Peet east of the northeast corner of Mr. Hooaier~s house, 23 feet south of the center of the driveway, 12 feet northeast of the second one from the north end of a row of four small, cone- shaped fir trees and 7 Peet southeast of the northern one of four small, cone-shaped fir trees. The mark is a standard disk, stamped W 16 RESET 1961, set in a round ~ concrete-post which is flush with the surface of the ground. DEPARTMENT OF COMMERCE D. a eD,ErPb.~ euaw D sDR":. RECOVERY NOTE, BENCH MARK Designation % 16 State Washington County Mason Nearesttown Shelton County Mason Nov. 1961 Distance and direction from nearest town 5.9 miles south Character of mark Standard disk in concrete bridge railing Stamping 100.692E 16 1931 Established by Charles Pierce Present condition Good Detailed report The mark was recovered as described. 5.g miles south along U.S. Highway 101 from the intersection of Railroad and First Streets at Shelton, Mason County, at concrete bridge 9/104, in the top of the south end ~r the west concrete railing, and 3-1/2 feet higher than the pavement. A standard disk, stamped 100.692 X 16 1931." ,.1,~ Y ~sfR' >x,r huff: ,,~ ; ,k:~ _, ,. .. ;. e,: ,~ ,.~ .,M . . ~ ,.. ,. Vie... ~;~... ~; . ,~: ..: Pi~ ... ~y _ ,. U.S. DEPARTMENT OF COMMERCE NATIONAL OCEANIC AND ATMOSPMERIG ADMINISTRATION NATIONAL OCEAN SURVEY DEPARTMENT OF COMMERCE °• a. °o ,~ ~~ " a°'°•` RECOVERY NOTE, BENCH MARK Designation Y 16 ~~ State Washington County Mason Nearest town Shelton County Mason NOV. 1961 Distance and direction from nearest town b.8 miles south Character of mark Standard disk in concrete bridge railing Stamping 27.795 Y 16 1931 Established by Oharles Pierce Present condition Good Detailed report The mark xas recovered as described. However, the State Highway Department has run several loops into this mark, using txo different observers, and they £ind the mark to be about O.i foot lox, The mark shows no evidence of being disturbed and the theory of the Highway Department men is that the bridge settled, DEPARTMENT OP COMMERCE D. e. c...~o.~w ° s°..,. RECOVERY NOTE, BENCH MARK R R Designation Tidal 1 Nex Kamilcha State Washington County Mason Nearest town Shelton County Mason NOV. 1961 Distance and direction from nearest town 7.9 miles south, 1.7 miles east Character of mark Standard disk Stamping Established by ' Present condition Good Detailed report The house and the red brick chim<ley were rebovered. The mark xas not dug out, since it would have disturbed the lain, but Mr. David C. McMillin, manager of the Olympia Oyster Company says the mark xas dug out two years ago and he sax the disk. A the was set over the mark at this time, but it has hard-packed dirt in it. now, slaking it impossible to see the disk without digging it out again. The house referred to as the Waldrip house in the description now belongs to the Olympia Ogeter Company, and it is at the. Olympia Opater Company headquarters and office on the northern aide of Oyster Bay. DEPARTM%NT OF COMMEROE D. a c~ E~m w°c~ ° a°..,. RECOVERY NOTE, BENCH MARK Designation Tidal 2 New Kamilche State Washington .County Mason Nearest town Shelton County Mason Nov. 1961 Distance and direction from nearest town 7.9 miles south and 1.7 miles east ' Character of mark Standard disk in boulder Stamping NO 2 1917 Established by Present condition Good Detailed report ' The mark was recovered ae described with the folloxing exceptions. The Waldrip house is now oxned by the Olympia Oyster -0pmpany. The 1-story Prams cottage has been remodeled, including a concrete foundation under part of it and it is now used Yor the office of the Olympia Oyster Company, the xooden steps are evidently not in the same place and the bank has eroded off about 9 feet. Current measurements to the mark follow. The mark is 103 feet west of a flight of eleven wooden steps going down to the road, 52 feet southwest of the southwest corner of the concrete foundation of the cottage used as an office, 47 Seat east of a power pole with two electric meters, b £eat north oY the bank and 2 feet aoutheaat of a metal witness poet. VERTICAL CONTROL DATA by the NATIONAL GEODETIC SURVEY SEA.LEVEI DATUM OF 1929 DEPARTMENT OP COMMERCS v. s. c..,~. ~ ~~ ~° s°,.,, RECOVERY NOTE, BENCH MARK R Designation A-17 State Washington County Thurston Nearest town Olympia County Thurston NoV. 1961 Distance and direction from nearest town 9 miles northxeat Character of mark Standard disk net in concrete post Stamping 161.325 A 17 1931 Established by Charles Pierce Present condition Good Detailed report ' The mark was fourd in good condition, but the directions for reaching the mark are ,,obsolete. A complete nex description f ollowa, To reach f tom the function of U, S. Highways 99, 101 and 410 at the north edge of Tumwater go northwesterly on U. S. Highways. 101 and L,].0 for 5:95 milna to the Mud Bay Y xhnre 101 highway goes north and 410 goes west, go north on 101 highway for 3.55 mile to a crossroad. Turn right off 101 highway and go easterly about 100 feet to a fork and tiro signs, one reads 'The Thale'a Harry & Glen', the other reads 'The Thale's George ar Norma'. Keep rignt fork arEi iollow o1a nignway U,2 sate to a reverse Y,.tiu yards Dortn- weat of point where the freeway fence crosses the old highway. The mark is in the south- west angle of the intersection, 29 feet southwest of the center line of the old highway, 2b feet xeat of a power pole, 18 feet aoutheaat of the center of a track road, 2 feet south of the curved road ditch, 2 feet north of a metal witness poet and about 1 Yoot higher than the pavement. The mark is s standard disk, stamped 161.325 A 17 1931 set in a concrete poet xhich projects 6 inches. rox. 6BaA ~ U.l. DEPARTMENT 'Oi COMMERCE (~,g. sal ~os~Axo Y[oD[Tlc suavav RECOVERY NOTE, BENCH MARK Designation TIDAL 2 State yfashington County Thurston Nearest town Olympia County ~ Chief of Party ' Distance and direction from nearest town 5.5 miles west Recovery .Date May 195$ Character of mark Standard disk Stamping Established by USC&GS Present condition GOOD ~(AMS) Detailed report R 5.5 miles west along U.S. Highway 410 from the intersection of Cgpitol Way and Fourth Avenue at O~1 mpia, Thurston County, 2.2 miles northwest along U.S. Highway 101 0~ Schneider's Prairie, 0.5 mile northeast along a road opposite Schneider's Prairie Dance Hall to Prosperity Orange Hall No. 315, 0.5 mile aoutheaat to Mud Bay (Eld Inlet); on property owned by Joe McKnight, 71.5 feet west of the west end of the house, 62.5 feet south of the southwest corner of a frame garage, 8-3/4 feet northeast of the northeast corner of a small shack, 4 feet southwest of the center of an old well hole, and 2 inches under ground. A standard disk, stamped~~NO 2 1917" and set in the top of a concrete poet. PAGE N0. 31 45 WASH, MAY 1972 VERTICAL CONTROL DATA U.S. DEPARTMENT OF COMMERCE by the NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL GEODETIC SURVEY NATIONAL OCEAN SURVEY SEA-LEVEL DATUM OF 3929 DEPARTMENT OF COMMERCE DEPARTMENT OF COMMERCE °• a c°~FOim seas " `°`°`° RECOVERY NOTE, BENCH MARK R v. E. cD.Rr ..° o.°°::~~ eDAV:Y Perm seas Designation B 17 State Washington County Thurston Nearest town Olympia ~ County Thurston NoV. 1961 Distance and direction from nearest town 6 miles west ~Characterof mark Standard disk set Concrete poet Stamping 40.705 H 17 1931 Established by Charles Pierce Present condition Good Detailed report The mark was Sound in good condition, but the directions for reaching the mark are obsolete. A complete new description follows. To reach from the ,junction of U.S. Highways 99, 101 and 410.at the north edge of Tumwater, go northwesterly or. U.S. Highways 101 and 410 for 5.95 miles to the Mud Hay Y xhere 101 highway goes north and 410 goes west, go north on 101 highway for 1.0 mile to the intersection of Madrona Beach Road. Turn sharp right and follow paved road back along freeway for 0.35 mile to the nark on the left, in the northwest corner of Mr. Herman Nelson's yard. The mark is S3 feet north of Mr. Herman Nelson's mail box, 51 feet south of the northwest corner of Mr. Q, H. Gatelay'e House, 25 feet northeast of the center ~~,line of the paved road and 6 feet south of an 8-inch willow tree. The mark is a standard ,disk, stamped 40.705 H 17 1931, set in a concrete post which projects about S inches above ground. DEPARTMENT OF COMMERCE R a. s. cD.,,PO~ seas ` s"•••• RECOVERY NOTE, BENCH MARK Designation C 17 State Washington County Thurston Nearesttown Olvmpia County Thurston ~ Nov. 1961 Distance and directiorf from nearest town 5 miles west Character of mark Standard disk Stamping 70,141 C 17 1931 Established by Charles Pierce Present condition Good Detailed report The mark was found in good condition, but the directions for reaching the mark are obsolete. A complete new description follows. To reach f rom the ,junction of U. S. Highways 99, 101 and 410 at the north edge of Tumwater, go northwesterly on U. S. Highways 101 and 410 for 5.0 m11es to Randall Road, turn left and go westerly for 0.25 mile to~a aide road right. Turn right and go 0.2 mile to a point xhere the road curves left. Continue on paved road for 0.4 mile to a point where a heavy telephone cable crosses the road and the mark about 18 yards farther north. The mark is about 40 yards south of point where paved road curves left, 56 feet xeet of the freeway right-of-way lance, 14 feet east of the center line of the paved road and 2 feet south of a metal witness post. The mark is a standard diak•stamped 70,141 C 17 1931, set in the top of the east std wall of an 16-inch circular concrete culvert. RECOVERY NOTE, BENCH MARK PAGE N0. 32 45 wnsr~. MAY 1972 R Designation E 17 State Washington County Thurston Nearest town Olympia' County Thurston NOV. 1961 Distance and direction from nearest town Q,l, miles west. Character of mark Standard disk ~ Stamping 15.292 'E 17 1931 Established by Charles Pierce - Present condition Good Detailed report The mark wsa found in good condition, but the directions for reaching the mark era obsolete. A complete new description follows. To reach from the ~unetion of U.S. Highways 99, 101 and 1,10 at• the north edge of Tumwater, go northwesterly on U.S, Fighways 101 and /.10 for 4.65 mi7.es to the bridge over Mud Bay, From here the bridge over Mud Bay on the old highway can be seen about J.50 yards diatarrt, on the right, Continue northwesterly on the freeway for 0.3 mile to Randall Road. Turn right and go about 60 yards to two service stations and the old highway, turn right and go southeasterly about 0.3 mile on the old highway to the bridge and the mark in the southeast end of the southwest concrete railing of the bridge. The mark is a standard disk, stamped 15.292E 17 1931, set in the concrete railing, about 35 yards west of Swends Tavern and about 3.5 feet higher than the road. rOAM eaSA U. a. DEPARTMENT OF COMMEFCE (I.8. 59) COAT AND O[ODETIC PURVEY RECOVERY NOTE, BENCH MARK Designation F 17 ~ State' Washington County Thurston Nearest town Olympia County ~ Chief of Party Distance and direction from nearest town 1 .8 miles west. Recovery -Date June 1958 Character of mark Standard disk Stamping Established by USC&GS - Present condition GOOD (HMS) Detailed report R 1.8 miles west along U.S. Highway 410 from the SnY,ersection of Capitol Way and Fourth Avenue at Ol ia, Thurston County, at the inside of a curve, 90 feet west of a 3 road, and 27 feet north of the centerline of the highway. A standard disk, stamped "195.239 F 17 1931" and set in the top of a concrete post projecting about 5 inches above ground. rose 6BSA U.a. DEPARTMENT OF COMMERCE II•&-5B) COAlT ANO GEOD[T10 SURVEY RECOVERY NOTE, BENCH MARK Designation G 17 State Washington County Thurston Nearest town Olumpia County Chief of Party Distance and direction from nearest town pt OlympSa Recovery .Date Sept. 1944 Charaderofmark Standard disk Stamping Established by USC&GS Present condition GOOD Detailed report At O1vt~ia, Thurston County, at the Fourth Avenue West concrete bridge, -n3~e top of the south concrete railing, and 3.7 feet higher than the sidewalk. A standard disk, stamped "34.747 G 17 1931." R .. y :, . .{.r .. ~, ,,.:. „..~. A. ...~,.~. ;. ...,.. • ri, ... ~. :.. r. a i'~'. ,.~, ~~.,~~~ ~ .,,. ..a..... ~... ~.,,r..s..avow ,.wig . .. ~ ... ~ c l ., ._F y. r ' %""~ L ~c:`~ Page 1 of 1 ~-ions-n Qu:~D, WORT TOP~N£END(230~T~T~: V~ASHINGTDN Br G.~'I. Poore, 1951 :1LTITVDE ABOVE ~'IEA:4 ~}:A LEVEL OBDER THIRD Anu. Adjustod elevations based on the Seg.-Level (Feet) Datum of 1929 throu~*h the medium of the C&C~ PaciPia Book: PV 130a North~rest Suppie~nentary Adjustment of 1947 ~PASHINCTTON PORT TOVS'1tTS???`D t`IIA? ~P~ TTGLE (Lat3.tude 48°00'-48°1$~; Longs Hide 122°45 ~-123°00~ ) CLALLAr` COU!~!TY (1)FROhi rOII~TT 1.3 h~`ILES SOU`"HEAST OF ~'OtiR CORNF;RS S(1T_rTFiF,AST ALONG RO!~~' VIA` CHIT"ICtI~ SCHOOL INTO ~UILCFNE QUADP.ANGLE (259) "N 25? 194.4" (tIS C&GS Iaine Ito. 46 ) t./.c~ CaF"Ch3macuul, loA mi. NYC. of; 460 f-~. ?~T. of T-rd. leading E. to h~orclr N-~~-~ µa~s< lar~cl Ferry, 'f4' ft. E. of rd., in root on B. side of 12-in. fir ~rD~ ~-~ ~ tree; copper nail end washer 121.306 130.9 3 Chimacum, 0.4 mi. ~. of, at PTA'. entrenc:® to Chimacum Consolidated School, in concrete steps standard tablet atalrped "70 G-Pt+~ 1951 130" 130.287 Refera3n,ca3 mark, 176 ft. N. of tablet, 30 ft. W. of rd., 380 ft. S. ` cf T-rd. leadirlb 1Y. on~concrete post; paint®d square 130°68 ~ia.s' Sfa~iuW ~'''"' Chimacum, 85 Pt. SZ~~ of x-rds., on Tt• aide of a21a3f, on concrete Rd. fe,~:~.~ wall; chiseled square 119.86 J~s v5~ ~ (aontinu®d in Port i~*xtnble Quadra~le (258) ..~ ~. 9~10~$6 e~ 4 ,~ tiNiTED ~T_\TF~ DEI'\RT\tEPl'I' OF TAE I\TF.RIOR---!;E~1LOlIIC.it. ~tiRVF.T 18-reset-t aPo _ __ _ - L~,t%~,~~~ ~-c~1_ o ~~ ~~ ~.. ~,; ~ ctf ,.~f~ - 3 2 7 f _ ~ __ ~ 9, z {-~- ~ ~ >.~.,. f ryl~~, r I d ~` ~ /Y ~'// CST ~ ;G. .'~ ~ ~J,' .~ 7/Uf i'• l ~~_ W /fit, ~ ~~ ~ ~~ < v s2l!4,fi CYllhsd! ~~ l ~ __ __ ~S ~- ,~ 4..; Tdf~~JUS /9S ~8 p ~ZO,QV l~', ~ . l 7 . I8 ~c'.M ~, 2 , © z 2.g/ G2o.97 __ __ _ __ _ ~~'l.l ___ __ _ 8,07 -, S~t'.}. F ~> j ~~ red ~ ~ ~ ~~ 1 ,/~t`~,~ ~ ~~ ~^~ t~ «. ~O i /1~~ ~. .L~ 3~ /~~t,~ ~;a `,t ~' ..'- ~ . ~.i ~. ~~ ~ 9 f f ;; {,~7 ~/7/~ / T• _ LO 1 ~ Lam' ~ z ~9 ~• r, s , '~ ~ ~ G! ~-; Q6 ~t~,~• • ~/l-~?~ 61~; ~~~ • ~sd,.~,~ -z~v ,. y PagE3 1 of I A.. ~UAD. I~E~3TRI~TIODT ISLANDSTATE V~A.S~I~GI`~3~i BY TesR• QL~rti~, ~.~~ ALTITUDE ABOVE {~~} MEAN SEA LEVEL QRDER THT~tU ADJ. Ad,~ueted elevations based on the Bea»Devel (Feet) Detnm af` 19Z9 and 1947 ~9P. Ad~, ?hooks PV 224a - ~'dASStN(~TON A~6TRUCTION I$LAi3~5 ~iTADRANt3LS {Latitude 47'30'-4?°483 ~,ongityvde 124°15~-I24°30T~ GRAY'S HARBOR AND aTEX+'I'ER`20N COUATTIES f {2)~'FC)~i GAPE ELIZABE~i QUAARIiNGLE {205 ~Vt3RTH TO QU~RT3 @us~ts P~otel, 1.7 mi. SE. along Hwy. 101 to a si de rd. 5~V.3 ~,~® 0.5 tai. Yti'. from to T-rd. ~.; izt. Y f ormed by S. axed ~Y, rda.; 14 f`t. S. of fir. rd.; conorete post; standard tablet stamped "26 LC 1954 110" ° Rsfersraoe mark No. 1, 45 ft. SE• of tablet.; 18 ft. E. of rd.3 in pole3 spike Refereno® mark No. 2, 249 ft. E, of tablet; 12 ft. S. of rc3.; in coat on INT. side of 4 ft. oedsr3 copper nail and Masher "44.570 D 27 1933" (USCFcGS Line 1a _ ,. ~°} i V (d . 10l8~58 e~ t UNITED STATES DEPARTIIIENT OF TI3E INTERIOR-GEOLOOIOAL SURVEY 110.286 118.33 113.65 44.829 1B-50382-1 cro_ ~' 'J-1078-A X C~UAD. l~'fR`iTCTIOPI 19F~ND STATE ~ASlHSA~GTON (235} ` ~I2DER ~~D ADS. Page ~ of 2 ,~,i.9Jff -~.~~ r $Y Byron ~ • JOh~O12, t'~LTITLTDE i1BOVE 1936 ~IEAti SEA LEVEL (Feet) Bookz 87096 (~,}C~ar,~rater P.0., ~1.u mi. NE. of; ~.ong Clearwater Rd.; on Camp Clsararate~r grounda; 140 ft. S~. of eaa.trance to Forestry Bldg.; ~5 ft. E, of center of rd.; 1 ft. above the ground; in top of ~6-in. hemlock stump; copper nail and washer Clearwat®z P.0., 0.5 mi. I~TE. of; along Clearwater Rd.; 160 ft. +~i. of the S'!~. cor. of A. V'T. Schrodt's farmhouse; 60 ft. SE. of th® S. end of a sma11 aEOOden bride; $? ft. N~. of the inter- S®ctien of the sent®r lines of Cleat~ater Rd. and driveway ~. to A. ~. 3ahrodt'e farmhouse; 25 ft. B. of center of rd.; irz ttap of venorete post; standard tablet stamped "ZT 13 J 1936 73" Referez~.ce mark; 510 ft. S. of tablet; 292 ft. N. of N. end of wooden bridge over Hurst Creek; 20 ft. ~. of center of rd.; in the S~. root of 70-in. spruce tree; oapp•r nail e.nd washer C1®atwie-tar P.0.., 1.5 mi. S. of; along Clear rater Rd.; 428 ft. Td. of the N. end of the N. agproaoh to ste®1 bridge over E~ueets River, 40 ft. SE. ©f tel. pol® No. C 22 L 12; 28 ft. L. of the o+mter of rd. a.nd 18 ft. NS. of 3 f~t. ~spruc® tree; in top of cr~nerete poet; standard tablet stamped "TT 14 J 1936 b4" ` Reference mark, 87 ft. ST~'P. of tablet; 384 f`t. N. of N. end of 1R. approach to ste®1 brid;® over Qrxeets River; 25 ft. ~l. of the ' penter of rd.; in E. root of 34-izi. spruce tre®3 copper nail end 'washer ".~ $7 19 33" (IISC&GS L3n8 1) .~ ~~~~ ~~~ 79.74 ~~ . 73.247 7©. 80 54.475 _ A i 54.8 7 _ 184.813 ij ' 10js/6s _a1 ' U ~EA ST~T1;3 DEI'_~$T:~II;~T OF Tlll; iv'PF.It1OI~-G1;OLVUIC 1L 5 I;.~'E~ ,, , 4 18~-L9862-I GPD ' ~, ... ~... , r. 261 N4745-W12315/15 MQUNT ANGELES QUADRANGLE .WASHINGTON UNITHD STATSB DHPARTYHiT OF TRS IIPTSRIOR 080LOOICAL 8URV81C Third-order leveling Hexed on Bea Level Datum of 1929,thraugh medium of the Paoifia Northwest 8upplemeatary Adsuatment of 1947 Clellam and Jefferson Counties Supersedes mnltilith list of 4/21/43 io%i%5~~ BLLE ~~ SENTINEL PEAK (MT 3033.724 FROM DAN2 RANCH III PORT ANOBLSB QUADRANOLB ALONG ROADS 80UTH AND 809THSA8T BY WAY OF BLUR MOUNTAIN INTO TYLSR PSAX QUADRANOLS (by L, 8. Ltnt, 1929} Book 8]400) Dana raaoh, 2.0 m1. 8, of via olfl trail, Desr Park, 5.8 mi. N. of via rd. to Port Angeles, about j00 tt, E. of point where rd. leaves top oP ridge for N. slops of ridge, 55 it. N, of rd. is old burn, is embedded boulder] standard tablet atamyed "L 4j 1929 2829" 2829,874 MOUNT' ANOEL88 QUADRANOLS wABHLxOTON N4745-w12315/15 Fset3 At Deer Park Lookout on e~am7.t of Blus Mountain, 0,5 ml, N. of Deer Park, under~tloor of Sire-lookout building, 0.112 Pt. 8. and 0.75 tt. Y. of center of building, Sa oonorete base of fire-Pander etanfly standard tablet stamped "L 45 1929" (This tablet is aooesaible.through a hole Sn the floor under tSre- Pander stead.) 6007.258 LIItE ~• FR011 TXLSR PRAY QUAIIRANOLB NORTH AND w88T OF DOSE FORHB NORTHwRBT ALONG ROAD TO POINT YIL89 NORTHSABT OF DOSS YBADOw RANOBR BTATION TNSNCS S~IITHw88T TO 98lITII1SL, TAIANOULATION STATION THBNOS w88T TO POIlIT 5 YIL89 80UT8 OF BLRHOAN AAN08R BTATION (by R. H, Sruoe, 1940] Book 88640) Does Meadow guard eta. ,, 5.8 mi. 83. of, 0.8 m1. N. of Burdick Oraek X-Sng, O,j m1. 8, of .sign "Road 9 miles", 0,22 mi, N. of X-ing of small creek, 2 tt, B. and 1 ft. higher then oenter of trail, in boulder} ^tandard tablet stamped •RB j 1940" Does Meadow guard eta., g 9 mi. 8. of, O.jm1. S. of sign "Road~ll miles," 70 ft. 8, along trail from X-Sng -ot small oreek, 5 it. N, of and 4 Pt. higher than oenter of trail, Sn boulder} eteadarfl tablet stamped .gg 4 1~Oe Dose Meadow guard sta., 1.9 mi, N!. ot, 0,1 mi. S. ot~ softer Creek trail X-Sng, about 50 it. inside w. edge of timbered area, 8 tt. 8, of and 4 ft. higher than oenter of trail, in bouldary standard bablet ^tampad ngB 5 ~94On Retsreao• mark, 78 tt. Nw, of tablet, oa boulder; ohieelsd square Doss Meadow guard eta., 44 Pt" N. of oabSn, about 120 ft, B8. of trail fork to Obstruabion PoSnb, about standard~tabletastamped ~RBn6P1940sin bouldary Relsrenos mark, 93 ft. w. of tabisb, on boulder; ohiseled square Does Yeadowe guard eta., 2.j mi, Bw, ot, at Zia den Pase, 81 Pt. 88. of point where trail oroeese sadd~s and 41 ft. 811. of ridge Eo 8entSnel Peek, sa boulder= standard tablet atamDed "RB 7 1940" Referenoe mark, 27 ft. Bw. of tablet, on boulder{ ohieeled equate 2 Feet LIMB 1, FROM MOUNT STBSL QUADRANDLS ALONG TRAILS NORTR AND NORTHwS.4T INTO YT. OLY11PU8 QUADRANOLS (by L. B, Lint, 1929} Book Bjj44) Lpw Divide Chalet, 7.j mi. N, of, 7,9 mi. 3, of Slkhora guard sta., 37.5 ft. NS. oP Foreet 9ervioe milepost 29, 10 ft. S. of and 7 ft, higher than trail, in embedded boulder; standard tablet stamped "L 28 1929 1917" - 1916.656 Blkhora guard eta., 5.0 mi. 8. of, near Hayes River guard eta. end Hayes River shelter, 850 ft. 9. of function oP 81wha and Hayes River trails, 550 ft, ~S. of Foreet 8ervioe 3-way aabia, 125 Pt. Nw. of Hayes River and 20 ft. S. of trail, in center of abandoned trail, in large embedded boulder] standard tablet stamped "L 29 1929 1686" (recovered in 191}0) 1685.571 8lkhora guard eta., 1.4 mi. S. of, 120 ft: W. of Foreet 8ervioe milepost 22, 30 ft. S. of river bank, about 30 ft. higher then water, 20 ft. N. of-large pile of rotten moss-covered rook and 7 Pt. 8. oP trail, is huge embedded boulder oovered partly by roots of 12-inoh fir tree} standard tablet stamped •L 30 1929 1451" 1.4.51.1}79 8lkhora guard eta., l.ly mi. N, of, 250 Pt. W, of wild Rose Creek, 25 Pt. w. of Foreet-8srviae milepost 19 and 2 ft. 8. of center of trail, is embedded boulder] standard tablet stamped •L.31 1929 1431• 111.31,220 Slkhora guard eta., 4.2 mi. N. of, 37 ft. NW, of Foreet - 9ervice milepost 16, }5 ft. 8w, of snd 6 ft. lower they trail, in embedded boulder; at anderd tablet stamped "L 32 1929 1789" 1789.461 LI1PS 2. Fset4 8sntinsl trianguletioa sta., on 8entinal Peak, about 0.5 mi. B8. of Hayden Yaee at head of main branoh of DoeewalliDa River, on highest part of summit, near edge of steep-elope to northward, cemented in natural "8sntisne~l 1940"aadard triangulation tablet stamped 6592.609 RePerono• mark 1, oh 8. elope, slightly below highest point, 16.05 ft, 9. oP station mark; etanflard rePerenos tablet osmeated Sn natural rook. 658].339 Reterena• mark 2, at edge of steep N, eiops, 10,67 ft. w. of station mark{ standard reterenos tablet osmented is natural rook 6588:g1g Dose Ysadow guard sta., 4.2 mi. W. oP, 6.8 mi, 8. of Hayes River guard eta „ 1.9 m1. NW. of Hayden Pave 16 iti.9. of small stream, 5 tt. 8. of and 5 tt. higher etampedn"RB 811940"1, Sn boulder; standard tablet 5267.386 Refarenos mark, jl ft. 88. of tablet, on boulflsr; ahisalsfl square 52b7,70 Aayss River guarfl eta., 4.7 mi. S, of, 0.5 mi. Nw. of ~ gt ca S i l S f a 6 3478.8]3 hig her hea nL~r of Lrai ~ in 4 x 9 x 6 Pt bouldary standard tablet stamped •RB 9 1940" )i4j0.82y Rsferano• mark, 19 ft. w. of tablet, in root on 8. Bide of 42-inoh tar brae} aoppar nail with washer 4422.96 267 ]8114 Reyes River guard eta., 2.~ ~~ asSS NB. of, 0,4 m1. 8. of ~ S . 44 tt~rhighsr~thantoentsr oT trail, a Pt. NS~oP and 7 e 6 3852,55 bouldsrp standard Eablst stamped AH 10 1940 ]087.629 Reference mark, 83 ft, 8w. of tablet, in root on Nw, side of 26-inoh fir tree; aoppar nail with washer 3088.10 4449.764 LxN J00 FROM PORT ANOBLSB QUADRANOLSr NEAR NOATHBAST OORNffii OF gUADRANOLS (by 8.8. 8vens, l9µ0, Book 88646) 4456.34 Dana ranoh, 0,~ mi. 8, thenoe 2.5 mi. S. Prom, 136 tt. 8. and 602 P S: from quarter oorner eeoe. 14 and 5847.334 23, T. 29 N., R. 5 "., at sharp Lend in rd. %-ing, 1gg6 rt. 8. oP Olympia National Park boundary, Sn top of 9. end of large embedfled granite boulder; etandarfl tablet stamped "j2 B 1940" 172].096 5840.68 Reference mark, 74 ft. 8w. oP tablet, 74 ft. 8, of rd, at bend, 13 ft. w. of small oreek, in root on W. aide oP 24-inoh hemlook tree; copper nail with washer 1718.36 230 N4730-W12300/15 THE BROTHERS QUADRANGLE WASHINGTON UIPITSD BTAT8$ DSPARTYSNT OF THS INTERIOR OSOLOOIOAL 8URV87( Third-order leveling Beeed on the Bea Level Datum of 1929, through medlnm of the Paoifia Northwest Supplementary Adjustment of 1947 Seffersoa, %itaap end I(saon Covntiea Superaedee~mu ltilith list oP It/7/4i 9%3o%y~dL 4 Y f HAMMA HAMMA Z I GUARD STATgN O s a AYOCK LINE 1. a Fe.t FRON SNABB TRIANGULATION STATION 80UTHWSST ALONG ROAD ~I NORTAWSBT SIDS OF HOOD CANAL TO AYOCX TRIANGULATION STATION, FITTRD TO U. 8. COAST_ AND GSODSTIC BURVSY FIRST-ORDSR LINE TWIN RIYSAS TO OLYNPIA (by 1. A. Allen, 1940p Books H8641 end 8861x2) 8naee Triangulation eta. (II.S.C. k G.S.), on W. side of Hood Canal, about 1 nautioal mi. NS. of Cummings Point, at extreme end oP small gravel spit, on rooky spur 15 Zt.-high, on bare smooth spot 6 ft. from 8. end, 5-ft. from S. ei de and 5 tt. from W. aide of highest part oP apur, cemented Sn drill hole in rock{ II.3.C. & G.S. standard triangulation disk 18.757 Refereaas mark 1, Sn drill hole is outcropping of bed rook; II.3.C. & 0.3. standard reference disk Reference mark 2, in drill hole in rock on northern anfl lower end of same apur; II.S.C. & G.B. standard referenoe disk II.S.C. k G.S. standard disk stamped "x 15 1931" Referenoe mark, 30 ft. AS. of disk, about 30 ft. W. of and 2 ft. higher than center oP highway, oa boulder in places ohise led equate (reported destroyed, 19){7) II.S.C. & 0.8. standard disk stamped "Y 15.1931• Reference mark, 30 ft. NS. of disk, an bees at NH. end oP oonarete guard rail{ ohiaeled square Hamma Heemta 2 triangulation eta, oa rounding point 1.0 mi. 8. of Hamma Eiemma Creek, on W. Bide of Hood Canal, on top of bluff end 1 Hater from edge, 5 meters 8. of edge of highway, just N. of vsrti sal rook cliff Oa W. -vide oP highway, 1 Pt. lower than rd., Sn ooaorstes II.S.C. & 0.8. standard triangulation disk (Shore line is steep oliff nearly due 8. of Chlnom Point) Referenoe mark 1, Sa drill hole Sn outcropping rook . ledges oa W. aide of highway{ U.S.C. & 0.9. standard referenaefliak Referenoe mark 2, in drill hole in outoropping rooky ledges oa W. Bide of hlghweyp II.S.C. & 0,8. standard referenoe disk 6.933 12.G94 13.z3z 15.54. 18.622 15.84 4e.19a 52.234 5z.18o Feet4 U,B.C. k 0.8. Level Lice -A. Twin Rivera to Olymyia, Washington, 1931 (45) THS BROTHSAS QUADRANOLS WABHIIiGTON N4730-112300/15 Feet3 Sidon triangulation sta. (U.S.C. 8 0.8,), on 1. shots of Hood. Canal, about 1.7 mi. N. of Ayooka Point, about 1 mi. S. of 8amma Ramma River, about 10 ft. above high- rater mark, aloes to and 8. of highway whioh parallels aoaat, slightlyp lower than rd., aloes to bluffs, is ooaorets{ II.8.0. t 0.8. standard Lriangulatioa disk Reference mark, eorose rd., oloe• to tree line, protruding above ground{.U,B.C. k G.B. standard reference disk Dosewallips gaga ate., 2.2 mi. W. of along Doaewallips River rd., SW,~ sea. 15, T. 26 N., R. f., 200 ft, W. into timber, 21 ft. N. of and 2 ft. higher than "WAt4r1940r455"~ boulder{ standard tablet stampefl 455.593 13.105 Doeewallipe gaging sta., 4.2 mi. W. of, 3.4 mi. 1. of Doeewallipe N.P.B. ranger eta., along rd. up Doeewallips Rives, N1. } sea. 20 T. 26 N., R. 3 W., 6.16 ~0 ft. N. of rd., in boulder] standarfl tablet stampefl s 26 1929" 644.9D9 Send triangulation eta. (II.S.C. do 0.8.), on W. shore of Hood Cenel, about 0.6 m1. N, of Ayoaka Point, on Bendy beaoh, about 3 tt, below high-water mark, 4-iaahea above eurfaoe of beach, Sa oonoretep II.S.O. k 0.8. standard triangulation disk (Below mean sea 7eve1) -0.724 Referenoe mark, on beaoh inshore from station, alone to wooded bluff, in prominent gray granite boulders II.8.0. 8 0.8. standard rsterenoe disk 7.1J Ayoaka Point 2 triangulation stn. (U,S.C. & 0.9.), oa prominent spit known as Ayooks Point, on W. Bide of Hood Canal, about 2.4 nautical mi. 8. of Hea®e Hamma River, about 25 ft. beak of high-water line, in oon- oretss II.B.C. k 0.8. standard triangulatl on disk (Crag bungalow owned by {Ire. N. 8. Graeae Ss directly inshore about 4oG meters) 8.654 Referenoe mark 1, SF. of eta., 10 ft. beak oP high-~ water line, in 6 a 6 a 18 Snoh blook of oonoretep U,9.C. k G.B. standard referenoe fllek 8.394 Referenoe mark 2, N1. of eta., about 2 ft. -outside Panne line, 10 Pt. book oP high-water line, in aonoretep.U.3. C. & 0.9. standard reference disk 7.913 LIIiS 2. FROM POINT YI9BRY QUADRANGLH WSBT ALONG ROADS RI NORTH PART OF QIIADAANOLB TO DOSS FDRA3, THS<ICS NORTHWSBT INTO TYLRR PSA% QUADRANOLB (by 1. A. Allen, 1940p Book 88643, partly leveled by. S. S. Joaee, 1929= Sook H3(401}) Dosaxallips gagl eta., 0.02 m1. 1. of along Dbeewalllpe River rd„ 8W. s seo. 21{. T. 26 N., R.3 W., at elighL - bend•in r d., about 25 ft. above rSVer,25 ft. 8. oP and 2 ft. lower Lhan osnter of rd., Sa large outcrops ~ etendard tablet atampafl "1A 3 19)}0 321" 320.776 Refereaas mark, 1}0 ft. S. of tablet, on boulfler{ chiseled square 318.07 Reference mark, 60 it. 88. of tablet, in root on N, aide of 16-iaah fir tree; oopper nail with washer 643.08 Doeewallips N.P.B. ranger eta., 1.4 mi. S, of along Dpeawallipe River rd., on 300 Pt. tangent, 200 ft. S. of sad of 8-ouiwe, 100 ft. W, of oreat of hill, 12 ft. 3. of sad 2 ft, higher then neater of rd., is large rook outcrops standard tablet stamped "WA 5 1940 1047" 1047.307 Referenoe mark, about 120 tt. NW. of tablet, l0~tt. N. of and 1 tt. higher than center oP rd., on boulder{ ohieeled square 1051.68 Doeewallipa N.P.S. ranger ^ta., about 6 ft. from 8W. ooraer of, 500 ft. W. along Doeexa111Be River rfl. from Nt. Constanoe stream X-lag, 29 ft. 9. of and 2 ft. higher than center of rd., Sa boulder{ etendard tablet stamped •WA 6 19)}0 1450" 149.776 RePeronas mark, 200 ft. W. of tablet, 12 ft. 8. and 2 Pt . lower than osnter of rd., on boulderp ohiseled square 141}3.08 bleat Creek trail fork, 0.7 mi. S. of along Doeewallipe River trail, 0.5 mi. W. of mile marker 16 along trail, 500 ft. B.'of Peas Creek stream X-ing, near orent of small hill, 8 ft. N. of end 5.7 ft. higher than trail, in large boulder{ atenderd tablet etemped "1A 7 1940" 1846.943 Referenoe mark, 500 ft. W. oP tablet, along trail, 20 fE . 8. of Peas Creek stream X-ing, 2 Pt. higher than end 5 ft. 9. of trail, on largo boulders ahiaelefl equate 1839.14 Went Creek trail fork, 0.15 mi. W. of along Doaewallips River trail, 300.ft. N. of West Creek shelter, at foot of hill, at bend in trail, 2 Pt. N. of end 2 Pt. higher than trail, in slanting outcrop) standard tablet etemped "WA 8 1940" 1736.310 RePerenasmark, about 12 Pt. S. of tablet, on rook ledge{ ohieelefl square 1739.86 THB HROTHBRB-QUADRANGLB Np8HII10TON N4730-N1z3oo/15 S b Feet - ~ Feet LIIiB ~. LIN FROM D08B FORHB ALONG TRAIL 80DTBNEBT UP NBST CRBSS INTO MOUNT BTBEL QUADRANGLE (by W. A. Allsa, 1940{ FROM POINT 2.3 YILE9 NORTH OF BLDON ALONG ROAD NBST BY Sock 88643) MAY OF HAYYA HAMISA OUAAD STATION IIiTO MOUNT 9TEBL QUADRANGLB (by N. l1. Allen, 1940; Book B8641, Dart Nest Creek trail fork near Dosewallipe shelter oampr of spur line leveled twine into Nount Steel Quadrangle) 2.2 mi. 8W. oP along Meet Creek trai i, 1.3 mi. N. of bridge over Nest Creek, 300 ft. N. of crest oP Hammy Ramma guard eta., 4.0 mi. 98. of, 98. } aeo. 15, hill, 7 ft. N, of and 5 tt. higher then trail, in T. 24 N., R. 3 N., 2.0 mi. NW. of 1unction of Hammy outorop; standard tablet stamped "NA 9 1940• 2429.106 Hemma River rd, and U,3. Highway 1(}1 anfl 22 ft. NE. oP triangle formed by junction oP rd. leading NE. to Reference mark, about 300 ft: W. of tablet, 5 ft• N• Lake Armatro in boulder; standard tablet stamped 0 of and 4 Pt. higher hen trail, on boulder; ahieeled "TT 1 R3 194 663.122 uare s 2399.97 q ReParenne mark, lj5 ft. 3. of tablet, 20 Pt. S. of and ~ 1i_ 5 Pt. higher than oenter of rd.. 30 ft. B. of mile- goat 2, on large boulder; chi aeled square 653.59 FROM IliTERRORIDS GUARD STATION i'POINT YIBBRY QUADRANGLE, - NS3T ALONG ROAD 2.9 ffiL~ (~ of line fY.om Robinson Hemma Bemma guard eta., 1.8 mi. SE. of, SB. } sec. 8, Camp, leveled twine by W. A. Allen, 1940; Book H8642) T. 24 N., R. 3 N., 125 ft. S. of bridge over small stream, on SN. "ids of and 12 Pt. higher then rd. Interrorem guard eta., 0.9 mi. NN. of, 0.3 mi. 8B. of which passes through out, Sn boulders standard tablet milepost 5, on S. Bide of rd., 10 ft. HB. of U.S.G,S. stamped "TT 2 A9 1940" 664.700 aging eta., in rock outcrop; braes tablet stamped U.S. Geological Survey Gaging Station Referenae ark, 200 ft. N. of tablet, 20 ft. NN, of Reference m Mark 1° 259.102 33 h s • f o r g ~ a f N quare k outoropb ee7.ed on c i higher th n rd. , ro 651,54 Interrorem guard eta., 0.9 mi. HN. of, 0.3 mi. 3B. of milepost 5, on 8. aide oP rd., 27 ft. N. of U.S.0.8. gamma gamma guard eta., 357 Pt. NN. of, NN: } sec. 7, Gaging Station, Sn outarop s- braes tablet atemped T, 24 N., R. 3 N., NW. end of bridge over Watson °U.S. Geological Survey Gaging Station Reference 248 754 ~ Creak, 160 ft. 3S. of rd, fork end 22 ft. NB. of d d l t Mark 2" . et s ampe ard tab center of rd., in boulders stan "TT 3 RS 1940" 562.116 interrorsmguard eta. ,~1.8 mi. NN. of, 0.7 mi. NB. of bridge over Duokabuah River, 0.4 m1. NS. of mile- Reference mark, 90f t. W. oT tablet, 20 ft. 3. of and poet 6, 11 ft. 8. oP anfl 4.5 Pt. higher then aenter at same elevation ea oenter of rd., on large boulder; of rd „ in lar a boulderZ standard tablet stamped o 8 chiseled square 559.17 •TT 25 Rs 1940 31 . 9 9 Hammy Aemma guard eta., 2.3 mi. M. of, near oenter eeo. RePe renoe mark, 550 ft. B. of tablet, 15 ft. N: and 2, T. 24 N., R. 4 W, 83 Pt. S. of B. end of bridge j Pt. higher than aenter of rd., on large boulders aver Lena Creek end 28 Pt. N. of aenter of rd., in chiseled square X05,25 scants to poet; standard tablet etemped °TT 4 R8 1940• 684.850 Interrorem guard eta., 2.9 mi. NW, oP, 0.5 mi. 38. oP end ~ Reference mark, 50 Pt. 3W. of tablet, on boulders oP Duckabush River rd., 0.3 mi. NW. of bridge over chiseled square 682.92 17uokabnah River, 245 ft. 8. of rd., in or near S. edge of high large rock about 60 ft. above rd., in Hammy Hammy guard eta., 4.1 mi. N. oP. NB. } sea. 9,. boulders standard tablet ptampefl °TT 26 R9 1940" 611.120 T, 24 N„ R. 4 N., 19 Pt. 9B. of oenter oP rd. end 16 Pt. SW. of milepost 10, is boulder, standard tablet Referenae mark, about 83 ft. N. oP tablet on B. aide stamped °TT 5 R9 1940• 971•G58 of hill (Deeaription of mark sot given.) 603.01 Referenae mark, 100 Pt. NB. of tablet, 20 ft. S, of and 1 ft. higher then oenter of rd., on boulders ahieeled square ~ 967.14 TBS BROTHERS QUADRANGLE •ASHINGTON N4730-N12300/15 7 FastB Feat Hammy Haemta guard eta., 6.1 mi. N. of, SN. } eeo. 8, ~ Junction of Joreted Creek rd. and Cuebmen Lake rd.. 4.75 mi. NE. of, 0.9 mi. SN. of Joreted Creek X-lag, 1275 T. 24 N., R. 4 i., +537 ft. N. of milepost 12, 24 it. ft. N. of milepoetl4, 22 tt. NB. of large round N. of end 2 Pt. higher than oenter of rd., in N. sad boulder, 13 tt. 9B. oP c„rater of rd.r „n high.bouldsr; of large boulder, 2 tt. below high point} standard ' standard tablet stamped TT 116 RS l9µ0 9416.869 tablet stamped "TT 6 RS 1940 1507.164 Refereaos~mark, 80 ft. N. of tablet,. on lnr a rook E Reference mark, j0 ft. 88. of tablet, on rook outorop; chiseled square 957.78 outorop; ohieeied equate 1511.316 Junction of Joreted Creek rd. and Cushman Lake rd.. 2.8 8emmn Hsmma guard eta., 7.3 mi. along rd. N. oP, mi. NE. of, 0.6 mi. 9N, oP Y-rd. fork enfl gate, 262 ft. 1570 ft. NS. of and of Hamoa Hammy River rd., 113 Pt. ' B. of milepost 12, 14 tt. B. oP oenter of rfl. and SN. of end of long tangent of rd.r 2g tt. NW. of and tree, in aono rete poets 45 rt. 8. of 12-inch fir 5 tt. higher than center of rd., in large boulders " " stsnflard tablet stamped TT 13 RB 1940 928.401 standard tablet rtamped "TT 7 RS 1940" 1638.834 Reference mark, 100 tt. S. oP tablet, 20 tt. E. of end Reference markr 100 ft. N. of tablet, 15 tt. 8..ot and about 2 ft. higher then oenter of rd., on boulders ft. higher then oenter of rd., on flat rook outcrops o ohieeied equate 932.62 hieeied squats 1638.62 LxNa 6• OO TR OF ELDON ALONG ROAD WEST FROM POINT 1..5 YILBS B LL pp ~ (double-run esrar 01 H o k 3 byT A1enP 9160; B o B864 e Joreted Oraek, 0.8 mi. N, oP mouth of, at N. end oP small .out, 21 tt. 8. of oenter of Joreted Creek rd., at Poot oP 5 t4. beak, in ooaorete poets standard tableE etemped aTT 16 AS 1940" 274.900 Reterenoe mark, 460 Pt. along rd. ~. oP tablet, 10 Pt. N. of end 5 Pt. higher than oenter oP rd., on~large boulders ahiseled square 285.07 Joratsfl Greek, 2.9 mi. N. oP mouth oP along Joreted Creek rd., 6.6 mi. HE. of junction of Oushmen Lake rd., 0.8 mi. NE. of X-ing of Joretefl Greek, 260 tt. N, of X-rde., 1 0 Pt. N. of Hammy rd., on S. elope of out-over hill, 50 Pt. higher than rd., in large boulders standard tablet etemped "TT 15 RS 1940" 997.613 Rafsrenoo mark, 250 fL. B, of tablet, on N, edge of S..rd., 90 ft. B: oP rd. fork, 25 ft. N. of and 8 ft. higher trian oenter oP rd., on rook outorop{ chiseled e guars - 957.42 232 N4730- W 12330/15 MT CHRISTIE QUADRANGLE WASHINGTON UNITED 8TAT88 DSPARTYBNT OF TRB INTERIOR GBOLOOIOAL 8URV8Y Third-order leveling Haeed on ttu 8sa Jwvsl Datum of 1929, through medium of She Faoitio Northwest Bupplementsry Ad~ustmsat of 1947 Gray" Harbor and Jefferson Couatlse 8uperaedee }ti 11th list oP 4~ 3 9%30% 47°45' (MT.OLYMPUB) N LOW DIVIDE ) i rc w na. H J u7 H w ~ z ~ BUNCH RANCH O M N YT. CSRIBTIE QUADRANGLE WA88INGTON N473o-~330~15 Feet3 Buaoh ranoh, 18.5 ~• N8. of. 412 ft. ANw, of point where trail branohes toward Low Divide Chalet builcU.age, 250 Pt. 8. of stream, j5 ft. 8. oP s8. oorner of main builQinge, in embedded boulder{ etandarfl tablet stamped "L 25 1929 3602" 3601.716 Low Divide Chalet, 1.9 mi. N8. oP, about 50 tL. above bottom of Blwha-Low Dlvido grade. at point where trail is tangent N. and 9. for 100 ft.,~7 ft. W. of trail, 1n only solid outorop of rook in oSalty{ standard tablet stamped "L 26 1929 2263" 2263.402 LIMB 2, FR08 BUNCB RANCH NORTHEAST ALONG TRAIL AND ROAD INTO H8640)STEBLE QUADRANGLE (by A. H.. Brune, 1940{ Book Bunoh rsnah,-1.7 mi. N8. ofs 900 tt. 8. oP Quinault River, 20 ft. A, of Howe Greek,-2j tt. 8, oP and 4 ft. higher than seater oP A. end of bridge over Howe Creek, is ledge9~P rook outorop{ ataadsrd tablet stamped 429.828 "AB 11 1 0" Referenoe mark, 56 Pt. BW. ot.tablet, in.root on N. aide of 54-Sash hsmloak tree{ popper sail with waehsr 1{42.15 Buaoh ranoh, 3.7 mi. N8. of, .0 mi. 9W. oP Oravee Creek guarfl sta., about 200~ft. N~. of 8A. end of long Plat tangent end 15 ft. 8A. oP 44-Snob hemlook tree, is rook in ground{ standard tablet stsmped "RB 12 1940" 435.893 Referenoe mark, 9!i ft. A. of rook, in root on 8H. side of 84-inoh hemlook tree{ copper nail with waehsr 437.87 Graves Crssk guard station, 1.8 mi. H1. of, 110 Pt. 88. oP venter oP Quinault River. on.8. Bids of small drain, 18 fE.A. of and 2.5 ft. lower than venter of - rd.. in led~s df rook outoropi standard tablet stamped "RH 13 1940 ~484.16j Referenoe mark, 27 Pt. BN. of tablet, in root on 8, aide of 72-inoh fir tree) ooppsr Hall with washer _ 490.15 Graves Creek guard sta., 85 Pt. NM. oP cabin at, 15 tt, 1111. of venter of rd.. in boulder set in grounds standard tablet stamped "AB 14 1940"- 542.692 Referenoe mark, 97 Pt. BA. of tablet, in root on N, side of 72-Saoh Pir tree{ ooppsr nail with washer 544.26 2 Feet LINE 1. FRO11 813 FARE QUADRANGLE 8A82 TO BUNCH RANON THBNOE NORTB NORT88ABT ALONG I~AD INTO IfOUNT•BTSSLS QUADRANOLB NEAR ITS NORTBN88T OORNBR (8soond-order leveling by ~' L. H. List 1 29{ Book 83i1y4) rr"~' Quinault, 8.8 mi. N8. of, 1, mi. A. of 8unoh ranoh, 27.8 tt. NA. of venter of SntsrsootSon of sew oounty rd. end old rd. to river, 22,5 ft. A. of Forest ~( ~ i BervSOe register boa, 7.6 tt. ~, of B. end of bridge 5 on old rd., !a ooaorets post{ standard tablet .tamped "L 17 1929" 1.818 Hunoh ranoh, 2.0 mi. N. ot, 9 Pt. 8. of trail end 7 ft. due A. of 18-inoh tir freer in aonorats poet{ standard tablet stamped "L 19 1929 431" (recovered in 1940{ Hook B864o) 430.799 Bunch renoh, 5.0 m1..N, of, 300 ft. N8. of point where trail goes over rook point at bend in river, 200 ft. NA. of river, 120 ft. N8. of milepost. 5, 45 ft. 9H, oP trail end in 9. end of alder Plat, in concrete poets standard tablet stamped "L 20 x929 565" (Not recovered in 1947) 564.777 Bunch rsnoh, 8.0 mi. N.~of, 360 ft. w. of milepost 8, 16 ft. S. oP small stream, j ft. NA. of canter of trail, in rook outorops standard tablet stamped "L a 1929 831" 830.650 Bunch ranch, 10 mi. N8. oP, 1200 ft. N. oP Francis Creek Porset Servioe oabin, j6~y Pt. N. of small oreek, ~13 ft, 8. oP Forest Service miSepoat 11 and j ft. B. of seater of trail, in embedded boulder{ standard tablet etemyed."L 22 1929 1088" 1o87.7j9 Hunoh ranch, ]j.5 mi. N8. of, 75 ft. NH. of milepost 14, 10.7 Pt. 8. of trail and 5 Pt. N. oP 36-inoh spruos tree, in embedded boulders standard tablet stamped "L 2j 1929 1546" 1545.838 Bunch ranoh, 16.2 m1. NE. of, 434 ft. 9. of milepost 17, 400 Pt. N. oP Reaps Slide, 100 Pt. N. of small stream running aoroea trail end 3 ft. E. of trail d "L 2lF d t t t t d bl ampe j ar a s an e in embedded boulders. s 1929 2722" 2721.766 4 Fast Graves Creek guard sta.. 1,7 mi. NE. of, 0.5 mi. NE. oP Oravae Creek shelter, 75 Pt. N. oP top oP steep grade, 15 ft. B. of'and 6 ft. higher than center oP rd., Sn~ ledge of rook outorop; standard tablet stamped "RB 15 1940" 1ool.zjl Refersaoe mark, 57 Pt. N8. oP tablet, is root on A. side of 65-inoh fir tree? popper nail with washer 1002.85 Gravse Creek guard eta., .0 mi. NH. of, 0.5 mi, NH, of end of rd., 120 ft. ~. oP "2 Yils" sign,-50 Pt. A, of vaster oP bridge over river and 4 ft. 9. of trail in boulder in pleas{ standard tablet stamped "RB 16 1940" 902.721 Referenoe mark, 55 Pt. A. of tablet, in root on 8. aids of j0-inoh PSr trees ooppar nail with washer 912.72 Graves Greek ,guard eta.rr5.0 mi. N8. of, 0.4 mi. NS. oP Forest 8sxwioe slga "µ mile", 25 Pt. N. oP sad 8 ft. higher than venter of trail, in boulder 4-f t. is diameter{ standard tablet stamped "AB 17 1940" X52.542 Referenoe mark, 82 tt. NS. of tablet, in root on 8.eifle of jb-inoh Fir tree{ ooppar nail with washer 1049.18 262 N4745 - W 12330/15 MOUNT OLYMPUS QUADRANGLE WASHINGTON DN ITBD 9TAT88 DBPAHTYSRT OP TH8 if{TBAIOR OHOLOQICAL SURVBY Third-order leveling Beaed on the Sea Level Datum of 1929, through medium of the Paaifio Northwest Supplementary Ad~uetment of 1947 Clellaa end Jefferson Counties HOMES RANCH Superaedea miltilith list of 4/19/43 10/7 MOUNT OLriPIIB QUADRANGLB 7ABHINOTON N4745-x12330/15 3 gast 81wha ranger eta., 1.8 mi, 8. of, 145 ft. ~. oP trail, at extreme 8. end oP Oliaes Oaayon Dam. 5 ft. above walkway, oa top of dam. 0.5 ft, 8. of iraa pipe uevfl ae railing yost, is aonorete wall{ standard tablet etampad ^L 36 1929 605" 608.254 Referonoe mark, 400 St. N1. of Lablet, 21 tt. N. o! M. end of dom, on N8. aide of base of large rook outorop{ ohiseled square LINE x 603.89 . . PROP IOINT NEAR SYwHA RANOSR BTATIGN ALONG ROAD 80UTH~ AND NEST TO OLriPIO HOT SPRDi08 (BDUr line levelafl twloe by B.B. Bvans, 191}0{ Book 88646) Olympio Sot 8prings, 5.7 mi. N8. of, 1.5 ~• 8w. of Olinee Osnyon Dam, 200 ft. N, Ot sharD bead Sa rd• over small oreek and 23 ft. w• of mater of rd., Sa large smbedflsd boulder{ standard tablet stamped ~~} E 1940 1111" 1111.490 AePerenoe mark. 338 ft. 8. of tablet. 1a aotoh on w. sifle of 30-Saofi tir tree{ oopper nail with washer 1303.92 O1jmpio Hot Bprings,~2.0 mi. 8. oP, 30 tt. N. of oenter of rd. and 10 Pt. w. oP Oougar Creek, in large embedded boulder{ standard tablet stamped eT T 5 RB 1940 184G" 1839.910 RaPeronoe mark, 54 ft. 8. of tablet, oa embedded boulder{ ohiaelsd square 1841.77 Olympio Hot 8pri a Rseort, about 400 Pt. N8. of swimming poo1,~0 ft. 8. of toundatlon oP loflgs (burned to ground), at jIB. oorner of rook garden, in rook eet~in aoaorete{ standard tablet etampefl "T T b RB 1940 2081° - 2080.864 Refereaoe mark. 168 ft. 1. of tablet, ~0 Pt. NW, oP 8. point of small flnt,, on edge of b uff above 8, end of footbridge, on ombaflded boulder) ohiaelefl square 2082.04 Olympia Hot Springs Reeortr at 8N. end of main building, 13 Pt. 8. of main eatranoe to store, 6 ft. 8. of bottom oP steps leading to hot water flriakif~g fountain, in w. sad of oonarets atop{ standard tablet stamped a33 8 1940 2061" 2061.158 LINS 1. FROM PORT OR880ffi7T QUADRANOLB SOUTH ALONG ROAD TO POINT 6.3 YIL88 BOUTR OF FORMER 8LNlG P08T OFFIG8 (by R. 0. Se1ta, 1917/ Hook H55, also Bull. 674) (double lice with prism level and yard rode) Blwha poet offios~(dieoontinued), b.3 mi. S, af, at ~unotion of Smoky Bottom trail, on ~. edge of trail, in oonarets ~aoket~ standard iron poet with bronco cap st®ped PRIM TRAY 8TA NO 30 1917 1408" RePerenoe mark 1, 286 ft. NR. of tableE, 14 ft. Nw. of and 33 tt. higher than rd, at sharp bend around point of riflga, on rook outcrop; ohiseled square (eetabliehed in 191}0) Refereaae mark 2, 52 ft. 38. of referenoe mark 1, 36 ft. 98. of center of rd. curve, on edge of bank, on embedded boulder] chiseled square (eetabliehed in 1940) LINE 2. FAOY POINT 4.2 MILES NORTH OF BIdSHORx. RANGER STATION IN MOUNT ANOEL69 QIIADRANOLE NORTHf&4T ALONG ROAD TO POINT NEAR &LWHA AANOER STATION IN POAT CRS9CENT QUADRANGLE (by L. H. Lint, 19291 Book 83i44) 81wha ranger sta., 7.9 mi. S, of, 225 £t. 8, of Forest Servioe milepost 12, 3 ft. S. of oenter of trail. 9 ft. N11. of blaaed tree bearing elevation figures, in embedded boulder{ bronae tablet stamped "L 33 1929 1594" 81wha ranger eta., 6.1 mi. 8. of, 330 ft. $. of Forest Servioe milepost 30, 4 ft. 9, of cantor of trail, at top of rise oa trail tram 8., at rooky outorop, about 3 tt. higher than ground, is maselva embedded boulder{ standard tablet stamped wL ~jl} 1929 1301" ' (Notes Tablet is 0.7 ft. 8. of bolt with oroaa on top) "U SLY " ie ohissled on Lop of boulder) a Feet 1388.127 1514.66 1511,52 1593.773 1501.016 IV Feet bESCRI!{TIf1N 0~ BENCH MARK fioa of baeeeh mark ~.~Y{ tYl._._... 81x4 .>i{Ylatta..-...._-- . County ...a{.tt.~ ......---'--.... r Nwes Own ~.-1r\.Ji4..__-------._.........._. C.amty .Clalym ............. _..._.._..-...- --. ...__......-•- -~------ Dis4or and dicstioa from nesest 4wa ._T!_t~........._........._---_......__....__.... _... -.-_........-_.-__.-- . Detailed daviption of looatioa 191{ trt flw ha fb• Rw aorrr at tdr faaw aroaad tY 1•ah M7 Pen•t 0.ugtZ yaels )416 !•eet 0 d tie •amt•r l1a• of • prieaG drieaaayr SO teat i er tdr a•st•r lia• e! tb red. Il.a.a.x. wita•sa poet a•t tar sett. Chsaetsr of fhs mark ..i..tittw..}a1DaA..Ati-tba.DAp..ad..a..1t~1rL.ltm.piles ....................._............-....... Lt4n or aumhen stamped on (mt ere in) the mark ....RRAC..RA4Z....1qf{2--1..........._ .........................- `...... Ba461ished 67 what otawiutbn ....1)r~. oaf..aaA..(IltAlatia..8araap.- ...................._....._......._............. - Chietotpartl.lW_1_Z!!Tier.-l ua.e~,9t..~)9A!._. _. _.. _.-_-.. _.__ Da4...9ltllbler..19~_.........-----'-- .......~,~..,- a-.s.. Desi~atioa of beooh mark ~...t!?~ ~lP. 8ea4 ~lA4s[F9R........_...... Cemty 41e11ew_..... _..:_...--- •Neanst Mesa _....Lah.lily-.._ ......................... Comfy ..d1a11Y...------......._.............._._._.............-......... Di6.nce and dirstion from nsns• 4wn _...il..9e0 ...................-`..__.._................__. ...._'._-.`....._._._........ Detailed desciption of location 175 !••s u et fwl aterap t.aka Mleoa{na G atdard oil CaeRatq o[ aslirorsta, ~ >R •errr cr aasr•q Daa• er aasolir peep. d aill~a Mrdos aatlo^. Character of the meek _/•11aC lrt.Sa.aJaaara4.aardaa.afatla.laL......._ .............._.......__--.----- letten or number stamped on (mt cut in) she mark 10_-19W._-.._.. _-.._......_..._._....._---.-.-._..--... ... _.... 11a461Yhed 17 what oganiaation _D..$... Mart..aa~t.9ao.A•tia..0ar7y_...._. __.___..... _...__.---._ .............- Chiefofpatty..-.Lai.S.q1.•r..4j!.ir!flu.:S11..C.._taaoa........._`-...__.. Da4 _. Q9-tat•L..19112..-'-----.-.........- Dasipufioa of beack meek .._S..IfGt~.=TIP.dRy 844 _*!!t>>!fKa!.. _.._..__ County -._a1e11a._ ,._..-.-..-. ~earest 4wn _-_..111tteb_pe0f....._..-...._.."--,.... Comfy -..._G1al La_.-._ .............. _. D:4me sad dic•ctiua from nrmt bwn .-...-la-.tw...---__ ....................... ......__.._. __.....__-_._......_.........-.. Detailed dewviptioa of loostioa 660 rest 1 ar lulton •d at w..h Ny lish acsspa~. wherf. St i• a of N•1 •tarap tanks owasd try 9t•adard 011 Oa•psq er Callrorais, i. !reset yard a[ !.alder.. Ittoat 15 t••t a d the e•nGr i1r of ta• red. uu Charr4s of the mark_J~/Sa~..alt..31.JF..f9RR[Y<t~..~ ~t.e............_---....._ ..................._-°-_.......-__... • Ss statepM oa w1LA reptlar stastp. Lt4n or numbam stamped on (mt ore (n) the mark .~' "ta.atagi•d.m.aitas.ywsa. ...............: _.....- FitsblisMd by what oga04ation Od._!~p' aorps_d_.L~15~5n..._-_.....'-.._......... c~i.t.rpmty..hol. rs~r..tar. c.w~e_o,_n>!og•_ .._...._ .....:._.. D.4._oaowr..._1942.. ' -...._- - .-, Daeipcatim al bsmh mark _....T.lf1R1..2.......... 8ta4 -_Ik ahington_._... County ..Challaa..- _.......... •NausR town 1L.laaab..H-y.----.._ _._-_..... County _..Cif111ttim_.... _.... - ._ _..._..___..-.'. - __.._._. Distaaee sad dinttioa from Haase 4wn .:................__..__.........._..-....... Dstsiled dseryption of loeatioa Located in the nouthwaat corner of a oantlrsta base whloh_aupporta the aouthwast ooytlar of the westerly foal Lank in flu 8turdaxti 011 Oo. of California eLontga plant. Ci{patar of fie mark _.._. StaMaM-4.lwi(..-....._-....._.---..---- Lsttas ar n®Mrs gamped m (mt ere in) the mark __..TIDL 2_193.4.....- ..- ---_-`.--..-_..._. .- ---- T•tahlliad iy who otpOiatioa ---9aA,__QQ!!.art.-3_O~ad*cia-. ~1f1Tw7---.._.._-__... _._._._---...._. Chief of pasty --Yttul.'faJlmr..bT.. aaooaib..0.-.Tt1=op......__... Da4.9atpbwr...1942....._.... - ......o. ~........ »-~»~. • Sreaigoation of t.esah mark _...Sldltl.-8----_...- s44 .---14ah11etjtoa_...... County ._C1t11+10.....-_- Neanst Own_.at_H~ali9af-....__ .... __.- County-Cial.l.am.__........__.--- Distarme and dieeetba from Hearts 4an .._.__.._____._......_....._-.-........-_...__.. _._._ _._._-_.........._--. Detailed dasvipeion of location - Located 4.5 feat west of the west dd• oII the inshore and of the NMh Bay Mah tlompaAy wharf, aced it it on the Lop of a oonorete bans faretterly used as a foutdation far a pipe line which So btrtwasn the wharf aM tba power hawses r Mwf C6welsrofthsmaek_.. SZaMard d1a! w• Lst4s• or aamhn stampd oa (m{ ari W the mark ...._8._i4~ ....................__........_..._....._._..-......_..... . - r.4bllaah.a b, west org.ais.tiea _..Stad..Co--at-..t.Q~aaArttlet..~ttrv~........__._...:_......._.....--.'---.....-.-- CiNtofp.rh-...._Asul._Ta~lor..b7.Rannsttt C.__TtI:OD--.__. Da4 ...00LoD~1:..194.1 ............._-.. ....._.,.~..p ;~.,. DES'<CRI''1'If~PI OF BENCH MARK ~ • S . DasipWim et 6saeh mark ..Sittal_l~e._..-.. 844.-. ~!f>$1146t!?1!..._... onmriy.~.)1~•.- --_-.. N H h Charrk• of tlr mark _..-._.....B.L! 0.45.A#. 41.~ ......................................................._......................---.............. Letter or aamban stamped on (mt cast in) fie mark .........11..19.1......_ _. ................................. S•t-bWhsd by what ocgaaisafka _._Ua.(1a..P0awi. k_(}*o¢spy?:..+all.'fIZ.........._ .... .......................... Chiefotpasty...._~~.1tis~lOr_D7.F4!a~Sk_Qr...'1~a)1Qa1..-___. Da4-...(~wtwDaa!..1947...........°- •Dsiaoarionothenakm.rt.4..iU'~i).3.Ttrf(t.It s441Atitbinstna.....__...... txnnty..Dl;lLat....-'---..-_. Neatest Own _....a.!Qh..@.Y...... ...._.._._........- County. _.41a13aw_.....-...._ .... ..........___._._.. ..-..... Distaam sod d'ueetio0 from neaxat Own ~!!. toea~.. _._._.__....__......-..._...._ .........................._ Detailed description of location caret 4wo a?... M. .Ba~.._.......... - Coanty . _C1511#0.......-' -- -.... .. _..........._.....:._..---- Distance and dereeYOa from nearot Own ... .._. _._ ..... .......__ -__..._._........ _...._ .. _ .... ..._..._.........__....._ Dealiled dexriptioa of location Located 27 foot .set of the west olds of the inaboro a1d of the Nash Bay lSoh Oompnlly wharf, and it 1a in tda salter of • oenereta Moak (7fCl feat) which aaa fof~erly a foundatieq ttf old power punt •ehinary. toasted 1S0 teat sou tM aoutlwat oarrr of Jart•raon 8tt••at awd Bp VS•w 4 rorthw•t of LM metle•aat eoeear of tba Ilalah Sto1t', wh1 third balldina seuthart of Jefferson at{waL. sad S.4 f••L M rath daa o! LM aidssalk. Charaeka of the maiac~9.r3.1s,._41!k_!!t..#±t_te.~ nc_, --- .. _.~~.- . -- _ ~Q'-''",~~ pQ~ ~ ....-----'-'-- iaarw •rasp•a tiritli'-thti"»siiliie~-ktaap. Letter or aumben stamped on (mt cast in3 the mark !-Sgur 1.-•ta~ad.-adth-a..poooa....-.--...._...-.. - Fi461ished by what organwtioa _I[.fl.-.4ny_Cgtpa_ot.Inalrara....... _.._-.___ _..-... .. Chief of party Paul.2910.r_lp..(ptrth-C:.1V7FOlt........-_...__._ _ _- Da4 ..Qeto4lL_19A2.._.......-.._....- .....~........~.....~ »-:o:. .Designation of beooh mark --...T1d51..f%...--`-_ 3ta4 ._.111nhingtaa...-.-. Couny ..41alL.l.......__. Nearest town __!S...Hesh-Hsy_-. ._...-.... County ...,415.11!10.._ .._.._. _.-------..--. Dstance and dieeetioa from nearest 4i:n..._..-..__.._.__---'._-.---..._....__.- --. _-.._.__-_...-....-..__..... Detailed description of location Loostsd 120 feet asst of the owrLsr lira of the first north-south dross street ea et of washbume• store, and on USe south edge of flu donerete sidewalk along Bay Vises Avenue. Chsraets of the mark _.... 9LanQa td-.d! ~l[ Let4n or number stamped on (mt cut in) the mark _-_6_ 1931...---.--.-.__....._....._.._.... _---_ _..__..... 6atabliahd h! what oramisstion _.....Ue.Qx._CW-/~..~..G.04A.S.ti4...91117fI_........... - _ ...._.-_........._.. Chief of party .....P.t1t11..Ttylor._by Raalloth-.C.-.T.tutoa _._.... Da4.Qatobar..lpA2.-......_...... ...~.e.,..,_.... .-..,. • Deagnatim of bomb mock ......?1x51. 5...._.... st.4-:.llfttfiiti(itpd........_ Comfy --ri1a.111~a ............. Newest Own ..._! t_ NM h. Hay ....... .... . . Count y_-.._41,a11ti0._.._.__....... _......._...._........_....._. Dutanen snd diesofioa from neacse 4wn ..._.._..._..__...._.__......_:.._.....-_....__.- . ................_......._.._-.......: Dc4iled droripdoa o[loratioa from "Tidal Aanah Barka. 8tata Of '1\ahi Lan 1lawlead August 1942", p, 28. ~ ASNCA PARR 5 (1931) Ss a ntardald disk, stamped "5 1931" eat f11 the southwsnterly eolmar of a eonereLe eldattalk 111 front of weebbults'n store and about 13 feet northaaet of the northwsat corner of the store. Asoa-ered .e described in Ootobar 1942 by Rsnnath C. Turron of Lt. Patel Taylor a party. Chsne4rc of tie mark ----------- --...---- -._.. __.. _.------'---.....--- -.. ___...-`.-......._......._......_ ...................-- Let4n or number stamped on (mt oast in) the mark ..__... . I44bliahed by what organisatbn __.1i..8a.. QOaBL..S..QRpAtlL.1,-a_Ai1T4T-~--- -._-._- -. ..._-.-_-.....-__"--- Ctue{otparty..__.._.._. _._ __.... _...__...._..____ .................___ Da4........._....... -- ~Desiguation of bench mvitd_l~_~=:Z~~33ta4 .)sl1JIt1AL.LAm......._...... Comfy .aLllu...-.- _.._..__ Nearest town ._-~w!_~R. ---_...----..__.__._ C)omty ...l:1a111w_......-'-- .................. ..._..-.._...__.-......_- Diatnnce and dirtntkm from neerewt Mwn _....1a.4oeia-.:_.__........___.......__....__...... .._.._. __....._....-._.._.-.._. Do4ilad desnription of location 9 r«t ew rrta etr .ep of sldswalk, snd .boat ft• rawt al he• 1 sort! or wa.hwra~s star.. Character of the mark .-.1.11~i.aaldai-nt.3eiri..lrm.~lpa..-.._ ..................._.-...............-..:......._...,..... Letters or number stamped oa (mt art in) tho mark _.1LL.Otl..lyltp.-..._...._........__....-...._ ..............._... Fi461iahsd by what orgwiration _0.l._Coa•t sd adstL theta.! chiefolparty..~m{3-f~1ar..Dp..It~ati_Qa.110taa .................-..-.-. D.4 ....Ostala'C-204-2.7 . ~ DESCRIPTION OF BENCH MARK ~ Dariprfim d basah mock ..3..itte>il ............... State .-Wbta~toa..._-...-- Cowt7 E1•,,•~............_. Neust town ~ ~.~Y ........................._..__ county a1+1~+!._.......... .._..._......... ..._ __. ... . Diataaee and direction 6om nearmt to.n 0x3. ~t1l..~ltt~ ..... .........._........................--..........._._._.......... Detai{ed deacrSption of location Iodated In tM oamter of tM mrLMr]y r-lltoed trecb aeteea the bridle iron wuhbum'e eto», ebeut. 60 feet wat of iM »1.lrwd ewltoh, snd i• 1a w mtRiach equelw box about 6 fast dwp with a lid on St. The sett ws eat Oeto» LM »Sltosd treok wu hunt. A ho: eu Duilt a»wd CM rek befo» LM fill wu jade so u to keep frw dest»yins tM nark. Chaeaatm of tLe mark _..~.ALB.La..Ailt..IkLR-.SR..*..RApR[ete peet..----.---..._........_.....------- ................ Iettsn or aomhsn stamped oa ( m) the mark _.~-___. _._.. _-....... _......_.__...-.--......___..-... - . 1~tabliahed h! what orpaiutb». r COfDe of..LtWren..........._. _.._ ........... ..........-.'--.- Chiatoiparty..PWI_51171t!! t7 [e •7,V#Ft?It ................. Date_.Oetgber.1942_.............. .w~.~~....,~ .-,~... r 1~J~ F •~~4 4 r~ ,rw3-~ - Standard elewatione based Oa the Sea-lstrel Datum of 1929 through Lae madltta of the Neah Hay, wasa., supplementary Ad- ~ustmeat of 1943, for the beaoh toarka dseoribsd abo~s, are Bated below. H_Y. Ad ua~raLioa - s era T ss A 242 7.888 25.879 H 242 11.909 39.071 C 242 15.206 49.888 D 242 20.343 66.742 • 243 56.917 186.735 H 243 92.171 302.398 C 243 178.748 586.442 8 242 52.402 171.922 T 242 56.752 186.194 0 242 72.186 236.830 8 242 28.635 93.947 T 242 18.377 60.292 L 242 8.925 29.281 P.T.S. 31 (U.S.G.S.) 4.921 16.145 K 242 23.848 78.241 Tidal 1 4.007 13.146 Tidal 2 4.105 13.468 Tidal 3 13.148 43.136 II 242 59.778 194.481 N 242 49.757 163.244 p 242 7.344 24.094 q 242 5.432 17.821 H 242 5-•283 17.333 A 10 (II.B.=.) 2.951 9.682 s 242 4.054 13.300 T 242 4.565 14.977 • 11 (II.B.E.) 6.457 21.171 II 242 4.918 16.135 v 242 14.612 47.940 A 12 -(II.B.E.) 4.242 13.917 K 242 20.169 66.171 X 242 17.267 56.650 A 13 (II.s.E.) 4.906 16.096 Y 242 y 942 16.214 A 14 (II.S.E.) 6.621 21.722 2 242 61.856 202.939 Be-adah Point (II.S.E.) 3.351 10.994 NFJ3I EAST -4.969 16.302 Tidal l0 4.574 15.007 5 (U.s.E•)~Tidal 9 4.885 16.027 Tidal 7 5.017 16.460 Tidal 8 4.487 14.721 Tidal ll 4.350 14.272 4 (U.S.S.)• Tidal 12 4.849 15.909 Tidal 6 4.576 15.013 Tidal S 4.950 16.240 HBiH NSST• Tidal 1; 5.591 18.343 3 (U.S•S.) 3.118 10.230 .~ C 204-30 ' DESCRIPTION OF BENCH MARK ~~.Dmiptias d bates arrt .....2#AY1...3...._.. State ....~ ip#DSteR'gl....... Comfy _.SAE.1~1. _....._.. ' Nearaet tows _...SS]I#M --._._....._. _.. .... County .:..91~:#b'la ....... . . ......... :......_............__. Dibroe and direction from neareK bwn ...11..t0.~._.....___...-----._.-......__ ._..... ....._ ...................... _ Detailed darertpfbn of kceation trt)m "Tidal HaRap Ia•TYa, Stara of ><aplOstoR, Ita~laad Au((tiat 19A2.a (D. 311 BirCH IS.taC 3 (19311 Ss a staadari diet eat In tW rat arts oS • oonaret• atop at bale of steps in PboRt of Satiu DlaLrleL Sopool, ahleh la oR a pil3afA• otarlooliRO tpa HiLSa, about 2'/1 7ard• south of Lpa apo» liRa. Raoofard a• daaerlbal iR OeteDat 1942 ~ [amatp a. 1Ls-m of L'L. ilanl Ta~lorr• S.rt7. Clraalr d tL cork ......~ .................._...................................................._................................ - ........._........ Letr. r n®bma Mampd on (net err ia) tM molt ..._...._ ....._.......... .. _.... -. _ ......................._. trt.baahad btwhat oRaeiatbe __...q.!~..caa~t.l..Q!oA~tie..-IFV:A7....... ..._ ..................._...... CWotparty....._ ................_......___._..__.........................-........ Dab......._....---.............._...._........... Dasiioatimdhaeehmmk ..N.1A2..........._...... Btw...JaasliStm........... Cowry m.rr.~ ................ Nrrattowa.7ikiR_ ...................................... Connty...Lial]aa...........___....,-...---.•-'----.-.--......._ Diabawa .nd diratiioa from warat bwa 4•.k.ilia..asr4 ........................_....___.-...-....._......_.._..__................. DetaiMd drviption of beatton - Iontd asses W Mali S4 wtmty read Yrer [.Mar's .ton, 4! tact wt of a taLpsoea polo b. 1797. 12 tact ~ortsot W earrtar llea d s small aide teal, ad .2S rant rorts of W seater lino et sM eouoty read. A O.S.S.r. dress poet 1. east tM nark. CLuaamdtLmark__A_- 3B_~.!._t~RD..4~..l.RRDQTfta..Dart...--...._.-...--..-....-.....`---.-.-•_- . ...... Lttma or amnbtm atampd on (wt art in) the mark _Il_~k3.191h~...--..- ......................'."_-. MbbiYhed bJ what egaosation .....a.S...Gtaat.sod..Caaddia.BnnaQ..---- ............._.........................___.. Chiatotparty..P.t~..T!Ia!?f'..bD'.Y~1fl..~r.e-:~)).4R....-.--_.._..._... Data .CDtoMII!.19/rZ..........._...~. Dw:pauimdhaehm.et.--111i2._...__._._ 8bb...DaaaLlltm......-`° Canty m.n..,_°---..._. Naanat town dakia ................................._..._.. Corny .Clal]aa........-........---- ....._...........---............... . Diabnr sad direction from watrt town ..._1.t6.#I~RI..!~MS.-.-`-----.`.-`-_--_` ..............._...'..'.."-_---`_"_"_.. DsW"Md dawription of beatba located asses tsa Mab SV county Wad star Ma9ar~a atom, 6 last atN of N old lolllttl read, l3 teat aaN of a talapsaetr poL M. 1776. and 17 tact gouts of LM oatttar llaa of tM aouet, Wad. A C3.S.r. dLoaa poet L ttwr W sett. Osanelrotfsammk~dlE~_ t 14..41t.~-.R~R_44YAiCl9R..DRRS....._..._...__........._......~~.._... Loam r amebem atampsd oe (roe err ia) Hr cook _J..1A2.19k2.__l.__........_ .................__................ . Mbhaahad by what orpairtba -..a.a...ci..c.Jed..naodaLla.Auratlf............_ ................_.._....:...._............ OhMdotpaey.lJrl..'hLla[..1~.~RpRRf~p..c...x~lt .......................... Dab_a11LeARR19112.---......_._.._. Dad~atttt d beech cork _.l..TIsZ....._ lt.ta . - r.tdwwren..,-.__.. fkaty r'-r~r r~......_..._... Naareri bwt .~e113w.._._.._..._......___._........ (kmey ..Clallaa.._.___ ......................._.._...........:._........-- Diawr and dinelion nom owner bwn _.....,2.k.J1#iN..11NL.._._.._..---....--..-`--°..__.__.._._.._..._..._...... Data0d daeariptba of IoeaBon . lAaatad aloa0 tM Mss DR7 OaoMd' rod ttem Mapar~a aeon, k0 taK tat et tsa Clallam Sq-rash DgiYS Oaatta nd ,restian, 3 tact weal of • taUpoma poL b. ISIS. ad 30 teat scats et W altar lies of tsa Mss Sq oomtsy red. l S.S.S.R. dteaaa pat Sa rrar esa malt. (Laeaeamd fiamark A disk eat >a W toe at a ameewta,pNL~__..._...__...._._. ...._. Lt4m or tambwa atampd w Get art ia) the meek -..?..1A2..19hZ........._....._......._.........__ ............._....... bbbishtd by wLt ogaekratbt __Ota.:_G9llS:.M6.IIr9dltli.daD~4-._.....-'---....._......._.....----_.-.'.--°- Cbirfdparty...._lart.lY]a'.AI..IwrMW-II..11nwo .................._ D.b .Gitdrr.19t2....__..~..~. Da~aths d bath comic __.(1112...._.-- 8bw . latdeatm ..v.._ Cerny ~~ ~_ Nwrart town a.ktd .~._.._.-.--._...---'- Cony ---tlallaa._-___....--........._.._.....-_-...........--°-.-.- Diabew aed dlraetloa nom nearest bwa _..7:3.-adlil_DIDS...------..........._.......___.__.____..__..-•-----. Detaaad dawelptbn of beatbn Loeatd ales/ Mss Sq aomtry read tree [aNar~a antra, 3S teat mats at s seals Iteaaa, 1S feat tat at W aaMwr l1w of a prleaM driw- q M • Pt'aM, li tact sorts d W canter llea e! tlm aouei~ read. A U.S.S.R. dress pat L ter W sett. CiatatrdtYmak • disk a.t L tl,a tae d • aeearab aNt. _ Lgraa ambaa mampad m 4rot cep br) tsa mart ~.112.191rt' __._...._._..._._.......-.. laabikhad hrwbat agatYaWa _, r.a_ e...a .d DNdd~la.tlsngc. •--- -•- QYtdprb Da.l ~ar7ar ~[.ZrAa~.4.a.1t~..___._._.--. Daa.~l194!! 1~ DESCRIPTION OF 6a?iCH MARK 3 DriDtafiondbemSmatt.....R.3-a ................ Sbb.lMAloltan........._... Osaay.fiSaI3Y.._...:_.:.._ Naaree town ~._........_ ........................... Cemty _.91!11RR_.....-.................. - DYber and direetbo nom osn.at bwn _....A,ir7..adltla. *RRt• ............._ _........_..._....._........._...............__. Deta0d daemiplion of beatba Laaatd alda0 W Ms9 SV eomtRy red frem [afar°^ aMn, ih tact sect et as old leglal read, 7 Paat wet of • tdaptmea peL M. 1Si11, ad 17 seat mrts of W water lies d LM Mss SV eouaRsy read. A S.a.S.Y. dMaa peat L err tea aaric. cm.aartr d tb.mrt _..l..esai_.af~..1a-!~._s®r..aLtz~aiolt,r..rawea..._........__....._........._____.._._. Lttem or u®bara clamped on (rot err b>) the meek ......tl.Zh2...lAh2._ ............................. Y.tabWhad of whet orpalatbo .aa...GINS..a11A..arid.ila..Suer4 ............:.........._.........:.....................--.- Chdatotparty.lsal.TSirlor.0[.[ematb.-C...S1Wa......_....-. __.... Date ...CDAioA~tr..lAlt.------•°--- .....~.~....~..... e-.... Derilratioa d Gams mark ....11C..(li6L_.. Slate ....#raasiaatam........... Cemty - ifai]a. _.._,..___. Nreeat bwa __Mt#r ........................_. .._.. - County .. .4~!11~................ _..... .------° DYbnee and d4adba nom aeareet bwo .Sa1J.,ilea..tlaH....---..---........---....._._ .........................__......... Deta0ad.dataip0iot d lortbn Leaatal ale~ Mss M~y aaaaty red tree tsa SaMeaaatloa den tL Moir aaL taaevap[ara ~W W Saar Sq satyr red; aMtt 40 taN soars sal 110 taN seat d W asrtowN aarsr d W Mkia aie.r triip, W atmA 310 seat * d W r tut d tlb r1wr, D.t.S.r. witmap pat !a tar W ears. Cbraim d tM mark _lII.Sda..O#ak..RRe-.#S..!_lIRIM.IRtt!.Y~c.._...---.--_ ......................_......._.~... Loam or namban .tamped on fact eaet m) the mark ..._.a,.-.30-1dSf1•1....__...... ... _.._ ..................... __. _. °~.-`•".~-' bt what orpehafba _.4slr.. ~_.A.- 6e!!y. d..,!ifr!S! ........................ . ChYldpary_~1{Z..b17dRE..1l.~R~!Rl~_9r...~Q9!_ ........................ Dab.._0!teMT..39~1e........__..._-- D~iimatim d 6emh mart __.LtlgR_.~. Stab _ r.w>,ws _.... Ceaaty ..a1a1Lm NaeaM town _..-..Midst. _....__.....- .............°- Couny._-..91R#1,1._............-.._........-_••......_........_..__ Dkaana and dinetion Irom censer bwn -__.ka2.lilea..fARL.._ ............._............_................:...._...._..___.._. Detead draripion of letatloa IaaatM aloes W aaaD Mly Gowty rod tray [aaprea .Moe 6 bat artkws d • talapser paL M. 1960. 11 tat aaatt K a 10 taA amtaalmaat d!a- 4apa iota is tea saws, ad $ taN setts a~ •tsa seater 1!r d W red. A O.i.S.r. dtaraa pat u tear tsa tart. CLmrtm d Wammk • L~ .aa L.{YR 4!!_~1.ilR!t!!Lllf.4a_..___.~._.__ Letma r aamMn stamped on (rot err W the souk -.t-1tt.L74r..........._.._ .......:..............»._ 1mahlWd by whN oasaoiratbe _ a-a- Qatet.Jrl.balmll~ A1¢7q._._.__ ...................._._ cwtdprq. farts tsier rD_(urrff-_QL_T!~!!!!..._. Dab..OMebr_lpll4 -- udpwleo dbras mark _ * 1tr St.t. ~••••••_ _.___ Casmty ••_.._ _ Nemmt tewe ......_.Moms............_.-......__..... Comfy ..Olal7as.........---_........_............_.._. - DMaroa ad direetba Irom wort bwa _.....Lt.Was..>•ai.-..__...........-:-...._........_._........... _ Dataad drwiptim of kceatim WaWjar~aaly it! bY~ trrm [aMr4 antra. 10 Mf seat d • al s artafia d a aarw, Lt tad teat at a MLpMa LwM M. 0997, ail l7 tact races et da seater i!N d W rani. A r.t.l.R. wstrw seat u agar W tart. Ctiraetardlhamatk a dt•* awe M 3la..lys..rl.J~alrlot-.v... __'--- Latn or mm~Mn stamped as (wt err lo) the mark _._....i.1tS.]pll._._.....__._.~...._.., )OmaNYbad by what ogankatfet a -•_ .lead.aal.laiaata.Mrsa_.._~.~._.._ alit of paey ..._1A113AT19L.o1.!<!r~.~>!-aea!P4lR....._......._....~ Dab :.lklitlJC.~- . ..~~.~...~~. r-.wn _.. DtciawYadbaaabmmk_p.~.~.~aSZ__-... BbbAHlAlrlat.a._.......___ Countyn.rr.~ __.--..... Nsmem town ._.!!k#n...°..._._ .....................__ County -..Q1a1Lm._-.---..--_-._ _...........---.-....-.....__...._. DiMaroa and dheelion nem warwt bwn _....-..Os~. Mllta_~1a1...-------.--.._ ...................._---........._._.....~..._. DeudMd darcalption of loeatbn Lasted aiaol Mss ray aseaey rod troy [atper~a icon, 0.01 d • dla wN atdr4aa~iaek~• sar~lae Nstlaa, 34 last aoatbraN d a teN d MMSapswa peL ~. rD~,~atitsNitaaonttswN~ terse eaoter~iw d tM red. A a,I.S.R. wltrn lsN.ia sear the rrk. Cima/mdt4rrt p a.1.kiLk.ll1..LR.R..RRI~t-Saam.--_._.._ .:........................_._._..._._._ .- Lma r a'ba ataatpad as (ant err 1a) tM conk ._A.3L~.1...is_.........._ ..............._......_......:.... >itahrrY.d 6p what t-a- a~,AwN-at =~ "'~' ~........._.__.._..~+ /~ Wddparly ~_>'S~._.:~_~._as.3~__.-_----. DrM_Satalrr..t,r-~O4"27 - ~ ~ pE$CRIP'T1nN OF' 6ENCH MARK o/ beae6 react .._1L~IR......__..__. Bate ..~lNIlLEC.e!......... Courtly 61~11ae ..._....---... _..... Naees Wen .__l.ai /y Convey... Ciclla Draw and direction fmm rtesrat,t town Y.L9 atlas aaet. .. - ---- ..... ........ __...._. Dep9ed drwiption of lar~.tien leeatsd aloe[ LM Mad >w eotmty red lead taapierars ecen, 4 teas eotatd d • teleplr~ te. 8071, ed 15 trt sMth of tlr e.aMr find d tM rod. a .i.t.ll. shwa pat fa wr tL rrk. bE6CRiPT10N CF 11[ItICM MARK s ~ ~n.tiae et hroo6 mark ..~_33..1~1.......... 8aa..1lttElndsw ............. away.ilallea..... ...._... .i ?Tearer Wnt _.._1t?ML..-47 - -_ _..._..__..._ . C.asttty ._...Olillw........_ ................................................'. D'aaree •nd ditactien fmm neanat ~o~~5x33.1111.M11 ..............._-....._..._.___...._...................._._.--- Deailed deaeriptioa of location . Lb1taCWr of the meek ~..;-4ist-aed.ia..tta.sap.sf..i. asweal.p.at.. _ .. . ......................_ ... . Lettan nr numbem etsmped on (roc east ut) 16a mark _-.. -_ u..24¢.1942 . -... ....... ._ ............ 1Ltabliched by what oganisation ..-..Qd...fA•..tf._er-?~?~4!!-8ereay _-- -- _.... _... ..... .. _.. _._._._-.. Chief ofpaRy.ldaRaltetl_Tglor..g ieaecb_p._laeta, _ D•te..Oetebt.l?I~ ' ~ of heoek mark .. r..~t2. .- - -- State .laeEiwata ............. Co~mty .?Ll)a .-._......... ...... naett W,m ......Mat tyr.. --...._ - .. Cetmtr . CLli.a._. -.. - - .. __ _.. ...... _......._.. Druaaoe cod dimctiou fmm nearsct ben .. 9.75 dla east.-. _._ _ . . .... ....... _.._._ _..-_...... DepBed dreriprion of Ixction _ I,eaacsd aloes land tq eonay road tea lfaal`bura`a ato», 75 feat aaa o! • parruaent rat osbzsp at LM ayo of LM toad, 37 yea aoutiwa e? • tslapiteM pole to. 1131, dad 18 lea soutt of !M carne lfna d Ns red. a O.SJ.I. wltwaa pa+. ie wr Etta srrt. Ciaraeat of the mark ..L.diei.ut..las_eileellN..Melt..3w.a.rack.mtbr,~.. ..............._..__._.._..... Lttem or aumbem cterr: fnd on (rot act. in) tie mark ...~ 242 1941....... _..... _--..- --..._ ..... .... ....._........_... PataWishad i7 what artapiiltiae _.._.QA...Oeaat .ad..OealetL .Surrey. ...---._ ._._. _.-.- ................._.....- C,Aiel o! pasty .. hrl_!ey}.. eJ- [emset6.C. !tote.......... ._ Deco .. aces.*..~94P.._- . ............. DaopNiee ei bsoei mrk .-.---.-~.31t..iQl\l... Sht. lfahiasta __ . County -c].etltw ---.- _......_. . Neetact pwo ~, Mah.'!,T.. _._.... __ ..... County . Cialla ....__ . Dit.na and direction fmm nano Wwn .....7.7:f.. t11]N-fut._ ...... ... ...._. ............... _.._... Detailed draiption o7 kl..atioa lateataa slay teaA lay eotmty red tree Oaehtnea's atoro, 315 tact aorthaa at the as end d the 4eeneaa Greet map, 40 feet weld of aN eaatar llsa d tM roe!, 0.8.1.1. wieaeee pat L wr tM red eotrtk d Lda dart, an6 aaethsr wltnasa pod !a awe tM ark. Chw+ekottkemmk,....1_4eO-.e.alt..a_ fe.._ee.._rs..r?a!•---- ..............-------...------..._-------------- lettcra a n®ben stamped on (rot art m) Ws mark ...lqe.. ~a R!p'a---__ ___. _..._... ..----..._.__._... Gta6lichad>hwMtortaaiation__..O.d..-lr+t7C4!pp._tX-teliwre__......._....-'-- -......_.....--`---_-- Chidotgri~.-pl11.Tg3er--bp eq>taeEa e.-sss _,-..... .. n.re.oeceu.r_194~..----......-------.. Daimurm et baneA mvk _.1.7a~ . -" --`-.- 9tat* . .............. (7oanty61a1La........._-•--.._. Neese Wwn _E!tA.My-...__-.__-..-_....... Comty.Olsllsa............ .....-__._..___._..._._.._._.. Dirlaroe aed direction fmm t,rarrt town _...7.13. ftllea...eai..___..__., ..... - --- ........ ...... ...............------- Dsw'Md dacatiption of loeuion _ le.aE.6 aley tle Med W enmip red few 1faMtante sterna 33 twr! eaatYreet d • Glapdae pole lo. 2179, aM 16 fat aevth d ttta aatttar fide e! iM red. a 0.8.1.1. witaa pat ie ear ark. Cdarrtt of tis mark _..1J1at..ea..ta a-ettlu3aa.sMlt.ea a.roete-oaeerop.-...-.. _-..------.._~. Lttata or numbers stamped ae (mt err in1 the mark _..! pltl.l~lti'.. - ..----- ................. -- ------_.._........._.... Lp6licbed by wbst orpeia-tirm ... Q.eE...OM.at..f!?f[.-9ee~fklf..it!!rwX _...__ ......................'---..---_".__.._... Ltiid of party .....lwl..Tstlet..77 pt-naSt O...Teaea:_....... - .- Date ...teteter .1942........._.--._..-.- IDmipation d bench mark _.Z-941.......____.. &ate liashle8tsa_...._.°--- Comfy ..0lallss-.....:._...-.... NaeeaaWwo._.-._lettd9tty--..-..__......-------. County_eldla.-...._.___..._ ............._........._..._..._...__.. Diraroe cod dir.ction fmm namt War ...-.._6d..atlea.aat._ ........................__.,..............._.'--........... Detaild dsseiption of loation Lseataa cloy Mad lay way red tea w.et.nte ado, w ttr etrteiae of • teraada aurw arena a t18D point. 3 tact aaa d • Mlaplteae pole M. 22714 19 tea asrti d !de eater 11a of tlr reed. ad 6 fact eetrtd et tka ays d !h. la! ewrlaekly LM unite d aaM b M. a D.B. t.l. wltau pad ie dear tin ctrl. arrrpr of tie meet 1~Sat-.ed..laSY..del..d..a..aMarefe..rY..__.....-._....------_-- Lttws or aambsn rampal b (ro{ art ia) iha ark ..2.!411-.7fllelt - .. -_.._ .....................___............__... letablich.d by what otlaeiaatioa _....JIL.OrdsiO.~Me81e-laswp ................_-....................-----..-. Yawo<peg__L'A.l._hll!t..sJ!_[wrllt...11~~._........._........ Dap..Q!*~.1~..........._..._._..: ..~rwrr_r__ ..... 1aatd slay tb teed lay aarsty rant tea 1aa\lws~. etarrr 'rj teat aortiaaa et the Mrtdaat asrwr d ita Male ewe t1tSlwa Orwlc 15 tact as d the awtee !fie d a arltraq is • prop, 90 tact north d tM eeatar llr d tM read, ed aid! 3.5 fact chew eaaa lave!. O.8.b1. wttau pea ea wr art. Ckarw,'tf of tbsmark _...R Ae[aie..~7at.-aa Lae.awe.te..pet. .............................. ...................._......- Letters or n,mbere rempsd oa (mt art ia) tbs mark 1.13..11;a.]4_W11ar..._ .................................._.. Satabliched by rbat :,rgaoiaatbn _..QeB._~If11L.Ref-L.d..JAt[1tMeta..._.-....._.._ _ .. _. _...._...- ................ t`hiet ofparty-_laul_Tgler bl'_[pYt/•_Q._S.Nrfl..._....__.._...-.. Dap--. _..Oetaten.1942....._...._..... Ltewptation of hm•h mark _...T..BLiC-_.-.. Stale ~kta.tem'---- CerWyQLllaa_._...`..... Nester tns<•n ..leUl t1tL..... _...._ ................. (.omtty.dalLa.-............................_._.........................._..._ Jietana end dirsethrn fmm neater Wwn 4.4S dada-eal...__._..-........._ ..................._...............__..._.......... DeteBed dectziptioa of !nation teeaMa cloy qr Med fp eettaty red tea talrhaesa clew. 39 fwt trertsseet d • L1rLp awe a anal! cruet. Mrlteaet d • Np nllewd iroeeL. ed 17 tad serttwat d the eeatar 1!M et tb red. / \J. )A. dtaew p.a L dear tY act. Charamer of tie r.,srk _...11Lk.yk..1w_tlas+..et_a.ewreta..aw:a- _'..-._........~ tsttere nr number cramped oa (rot art tn) the mar! _T..gt£.1~ ..............._...._...._....-.......-_..__.~~._ r^ytab!iched it what ottasmatioe _Bj ~~ d_BaeitKle.lrreq-...._.__...._..._ ............._.._ Chief of Part? .-nt!1_Zh[it)1...9T..R~E1!_O.a_A11Plt..---_.._..-........._.. Daa .....~Ntt_39f1:..._.._...~_. • DeaigLafioa of beach mark _1.14-!.all------ St.p -..MSi3ytsa...._...... Cwmty _..01a1La.- ---...._._ Neatest torn __ -.load-tq__ ................_...__ Coney ..--Olalla.~---.....,_.....- _..._.._.-................._......... nisauce and direction fmm mart town ---$a55.>tllaa..Mat..._ ..........................---....__...................__.---.... Detailed deerarytion of tratioa - - Losated cloy toed tq eaacy tad tea taehtara4 aewa 390 lent eoetiwa d t3oa411Aaatw lq/ia8 rallrad araeefal. ed TO tat ^ d bda Q aerar d tM trldp over iM 8a11 llwr. 0.8./i. eiteaae pant a6 aaae dart. Chanter of tie mark _...- ~.0.8.>;. alrs_Nc _L e_as»ce.pwc•........-`-- ......................_........-..._...... _... . T,etters or mnnbera stamped on (at ear ia) tis mark -----ore.9R..Wli...-__--........__--------.... tytabliehed by what OtBansatioa ...._Q•/.t.~!q.a![p.!_~..dlc!!!!k.._...__._........._ ......................_.._...... Chief of par4,_.._>tisl_lar3er.Dl.twcA C. Tessa.-----._...._.----.. Dae.....OetW!f_.1~._.-------------- • Dsaignatim et treroh mwt .$. ~....----------... 8tap -~__........-- Catmy .Clallaa----. ---..-.... Nasrer Wen__.tMd$T-........_.._........_......-. County..CLllaa...._........_ ................._......_... _.. _......_.-... Diaproe and direction fmm ne•rsat Wwa _..2a1'F--r11Re..lMt.--._..-- ..............---..........-._...._...............---...._. Detailed dreription of location ioeatsd aloe[ tlr Msb Bq wwy road trod whbtaare store, 60 last wL of a LalapMae poL M. 2~6, 13 tact ever of tM eetttar flee d e toad laed3y to a damp, dad 17 tat ttorti of rte addax llae of tM land lq county rod. a 0.9.D.1I. rlttrae post L tsear LM aaek. Choate of tbs mark _JJLSItkJIA.~.3a_LM._tafD-.9L.><.1~OP.atA.AOet.__..........--_ ............._....._..____... Cellars o: nnmben stamped on (rot oar in) tLs mark _..1_?41--.1941 ...................._.-. Itapbliched >~ whet orpoiatioa .......Y.9....COw.t..ala.frodatla.Surq ......................._..................._...__.. Cbiet of party ....2aui..Tailor AJ-IaadrtA..C._ltom....--- ----.....-. D.p ..1)ataiar.14!,2 ................------ of hertoh mark Ja~ad.L' het_(llpate ..Wffiaatd-.._'...... County -'OLlla-..-_......... Nearer Wrvn .....Meh.tel._ ............................ Comfy....Ola13a.-........._...°-....................._....._.....-..... Distahoe and dimetion Ymm wwrt bwda~15..113a..twekMYf:......_.....`-`.-- ............._.......--.--.--....._..__..-- Datailed dsamiption of loation Ieaatea 60 feet tertian et M-aaa- plat Llpifww 1S tact level aM a4wt 15 reel Mlw tfe aerilerly er d tw M>>~a, ad >f tie rep d a oat Ant 9 tad aisw tilt velar level. Lb.rr/: of tin mmt r1asd[~~dt.~lr~fltM lky..fart..!~a_~4-~!elly..r~.~~..tit>~titfl..11E..:t-lelidMB. Ltpm or n®bes eYmpsd on Gmt aA itr) tie mmk -._...-.:.taa..._ .................._.........---......._.._....__.__ 1GpbHeied by what otpoiafion _.l~.a..~~.«!!!_!~.............-_----....----....._ - Ciitl et pry ~.>atet..b_~elt~il.o._>4r~._..-~ ................ D.ta _.~•,~•~C-204- 2$ .._r~.r_ .... ' Reprinted June 51950 36 mash . prb*uai, 16.39 ,. UN11'FL a!t-:sa ctxar •!m ~oDS'fIO etatvss ` nlrf-order lewlitt6 SJlL 1• or ~.ht to 1Mh es. rr.n. Tnis line follow. a oount~ toad frog itr ~unotiat Hth [!fate HS6ha~ 9-l about 5.~ ~llea tree[ o! p~eht to kMah lad, • aheok line waa run alwt6 State XS6hw~ y~ fro. p9ibt to • point about 7.8 rile. eouthtrewt of l~ehL. .?he field [fork was dons duritia Ootobar 192 bl< • pa~7 in obarge of Rul Sa~lar. hydrestsphio att4 tieodetia ett6lMer. /li YMl ~wa~ ~YYr IMIiMdld 1~ fdl ~, Nw~wr •l~ >w~rQl M loco! !Yd tins ~M M ~w/ltlak ~ a~Mn~ Cbsok 1L« froa ppabt to point abort 7.8 allea eouthteeet of PTeht. Daaipatam olboeD mast _._~~........._._..- li4te .-..l1aMDSwata...--....... Comny.aLlne _. .....""-' Neaerat town _...liahS_..__.__...__._._....._.. Comfy -.. Rlalla ..........................._...-..........................__ . I)iataare and dinetion Gom aaaewt born ...1.r.15.rd1a1-Nat.---......_.....----..-._.--..._-.------------..._.._...... Detailed deaaiptioa of boatlon Loaataa aleaK 8taq /l11am' 9• !ra tie awr~erearea LG»«t!a L 1lrM, 3b toss aeeAkaert .t a i.~±r~~ wreeoa aalt-rt, 101 te.t aewttawat at . telapDaaa poU to. 7,lalt. sal 17 toot errtt.aat et tDa awter flee d W 1ilawq. • /.1J.14 w!t«« p«t le wr the rrk. Ckataeter of tkemak ..I~fielc.cot--it.sM..faP..d..a..oarrws.,p«t~ ...................:.........................__....... letter or n®bem stamped m (rot cwt kV td meet _...•.-h2.191ta....... _.........__ ..__.....__........._._.. _. Stabliahed btwhat oepnWtion _....9a1a..Roeel..aM..aMalatie..lanep....-...._. _............._ .............._...... Chid of party .......lain .lgler..-p isrt6..a...lt~ .................... D.te .....orteMr.391x2.............._..-.. ....~~~....... .-..w - Dearptatim of bench mark ....R.51-2........_....... Stab ..lYaitt~.t-......_.... Oouoty ea.r r.~ _.__.-.-.... Naaewt bwn _....pY!k._......_..._......._,......... Comty..01an111a .............. _.___....._.............._........_......... Dit.aea and dieeetion Gom Maw[ town ...ad5~>tilar-watt .................... ......... . DaeaiMd deaaription of looatioe ~abt m t~ a aorthw~x«rrd tka tetu-seraorN latarr«t!a ppaft Etwr Drilp. Cka«ter of tDa mat _..lJirk..S...a..aaMrefr..pLr........----- -._.......----.-.°--.----........_ _.-.........__...... Ietteea or n~ban atampd m («t err ia) tY mak ~..Alt2-191eR ..............._....................-....................... _.. 8aeablibad by who oepniaalion _.A.a...Qrart..d..NobtL..aaewp-_........._._---_...._ ..............--..~._... Chief of party .....!.ail lg1x..Lt. {.ae!>a..0...lnroa.--•----..-.-_.. Data ..__.OMfe]Mt.lgi12....._......-.-- ....~~..~~..,. r-.ow Dsrireatim of breb meek ...a..a4a..........--...... &ab ..)rlilaftFia........_.... Co®h -~Aia..._. _........... Neaead town __..2p.6t---........_._.._ ................ corner--...Alall~-.............---...............---------........_.-----.... Diataaee end direction from resew[ town ..._.'~.2.wilR...IReR...._......._....._.........._......._-..-._ ................_....... Detailed deaeription of location loofa! also[! 1tat+ 1ilbyr ga ha tta leor-seeaand lat.n«tim L pyabt aitwtip «w« tla foal era a lees nr ar« aDaat 5 toot is edSaatar, «r«a tka tool tea talpDar pela lo. lyy}, ad la tact rrtDwat t tM aaatar 1St d tM Diamq. • 0.1.1.1. wlteaaa pant oat ear flea cask. CLteYr of tDt mat ....•..WMk.ld.aa..fMt..loR..At..M..!tat!~lrMtlt. afntA............_ ................°--......._._.._... lettaa w ^trban atampad m (mt oral kJ t-a mark .....-9..A1i2..191[2.._......._...--.......--------_ ....................... . SatablieMd 17 wW apnhat(ae _....----.II.f..Aaatt..raa..rae6ofie.f=aq............ _........_.........._...~._... (~idotpeely...._..h!!Z..~eIlK..Q'_i~!!!a_ae_te!! .................._ DaM.._AtNlr_.~. ...e.... .-... DEfCRIt•'TION oF' sacN ~M!!K U«ipnt+e. d s.r anek R.A~It.'......_....._.... etN.....w..waai........... t~ e1•,r_ _....__..... NaarR town ~_Atd1t .................................. comfy .n1a1L................................_............................... Di.tanee .od dkwtloe Gem corr.[ bwa .......Jd~.Jdil1.al..t .................................................................... . Det.iMd daetiptioa of kroatioa Iertd alai ttafw lf~aap 91 tea Na fate-oeeforM frAer«etiw L yekt aartDaaat of a ~~ etrp. Ia tMt satraatt K . tele• eM~aaD~ •1yg5~~ ~ 1aM .a1W.t of the oatar lie d pool L tear tfe tatrlG Daeipatiae of htl mast -._.L.>a3........_.....- 8taw ..1arDiwaaa ............. Oomq e~•n•-...-- _.._..... Nweaat sown _~tlt......_.------.._..._._...... Camtr ....__Olali~ .................. .................._........._........ Diwnee aed dienation hom asarwl fawe ....6,$..dlwa.tatiwrD ............ ....._....... _...................._......._. -- Detailed daaiptiou of kieation C7taatl~ d tDamatt _..~lE..!!4._Sil.4kl._Ml..i[..1.~1.rpLe..A..s. .............................................. LtYm a eamkma atampad a (act east ft) Iha mak .a..11tY....i~t2 ........................... ..................... . Ltabrakld kp what egaahatlae ~.la..O1MS..lIIIL.1h1.M~:{a-Q1ACA7 ........... ... ............._._ Ohido/Pewt7....-~Ml..!Mel.t.11-.LrNk.O..sh~a• ..................... D.b...potelaa.y~t4.........._.. L«ataa S~b alb.a was alaq Rata 9• tea tear-oorrrN laeare«tia L lyW to fatore«tia-et teak lq eest~ reMa W Rasa lips 9•. waaa o.e5 ails .ea1r .loos lta upq 9a, 71 teat asrcYtwet at . glapfraa pens lo. 1511 wDLI ie leaMa/ a w oapppp«aalee aiaa et te. reaa a tDe irfa. ad• • awrw taa zi leas rRDaaae d tM eawgr lfea of CM ltdwl. • 0.1..11. wit- tt«a pees u a«r tlr aaek. Qur«Gr d fV mat ....L4iaR..RRt..l11..R..R/Mi.RfR.geMta ........................_......-....-........................._.._....- Lettera w ambaa stamped en (rot ors ia) 16a mark ._J.113..191t>t......-.--._. _.....-........._ _..__.__.... - Betabliehed by what otpoiMtbo _.Gele..4lNC..M1_91R11.E~..Q!N-l-l-...-'-------.....- .. ._-------`-.._...-.. Chief of party ..--..]ta!1. T4~..~7 ~+'rd. Q!. !ma Data _OrCoMr ll4~....._- _._. DaiQoatfee of baee6 mock _...1413........_._... [aaM ....iattalDaa....-.... Olmty m.rt+ . __...--- Neaeeat town _..._..hakk.__......---.-......-.__ . Comfy .1Llla ............................-.........._.................._...... Dietanee and dirnetioa Gom Hanel town .. 7aY5.aihe-.elrYMtRr--- ................................... Detailed dsaription of beation - L«ataa 5.4 oiler war aleq aka riaq 9• tr+ eke !ra-eerana faterraatiea se tM latorr«tta et laa- 4 seat} real aaa 1taM 1S~wap 9a. tDa« l.b) adlae eattk arse! lksta 1 9•, lab twos aeetlwat at • awrw wDfeD >t a • tS11 ewe a leap lp eD. Sll t«a rowtiawrt at ^ talapalea peL M. 1611, W al feet aaetfras K sDa Beater Ifaa et aM Di1Sq. 1 1.1.11. wltaa« pees U tore trek. CbaMtwottkamark _..~Jlak.laf.•a aaa v d . tsesteta.~«k._-..........___............_._..-..__.. letter or nambaa atampad a (oat err ht) W ~rk _...R..~..~L .............................................._................ latablihed D7 what oq«iwfbn ...-.pw.Asa.k.Al.LWfar..~ .............................._..._...._._-..... Chit[ 01 party ..laal.2ailae_1R-~atk..Q...ltoa..._ .................._ D.b . ~w .lp1d._......~..- DaalArYm of baroh mock _II.S13....._....___ 1taM i3alaa Cbry .iiaitea.- Naeewt town .......pp-t._....- .............._.__.... Cwnty.Oral3~.........___._...._._..-.__........_.._.._-- Dietame and dirtetioa arm eaawt born ......T,~.t•1111..~ .......................-...~_........_......___._.... Dataad dweeiption of beation !costal S.lt allea waet aloft! {tats 9• teas tY lbv~a«aarM Laan«rtla L yrAt M sfa. la-d sack rw ad [tap DS~wq 9-e tkrae read a.k5 tdl« aleaa~=R~~rw.ta, y' wittot tkoM ral3~reaiK.a/ alt t«t frAk ~ Boater Ilaa ri'j6tY btltaal• • 1.1.1.x. wit«.. pre[-!o sear qa cert. Chawta of tba mart • at.r -ref_Sa.fh_1W..At_a.lrMiar'.Oa.pod+-•-...-- Ietten or nimbsn aMmpd m (rot oat iN f6. autk __..O..Sri1911a...........__Y.~.__~~ Fitabliehed bt what orpmLation _wl._a.«i,.al.a..lfi...urs~....._ ___.._.~_ Chid of perly _~_Z~I~T..~_Loartk C._Uma..._..-......_._..-.._ Dab, OaDatar 19-4 1114 of check litre. C-20425 •e ppCRIP'TION OF llCtiCN MARK ,Daaipatlo d 6aara- nark ......._.1.>yit.----....-. goals .tiaa-la~ls .............. Como .__.OlalLm.._.....-.... Neanat to.a _..-hIIR ............._..._.......___ . Ceunq......a3laiLa...------......__............._.........,...._..._...-- Diat.nee .nd direetiaa teem rtaaert fovea .--...--4a4_~1•a.~e+•t......._......._....---.._....------........_._...._.......----- Dewiled daeeeiption of katatioa L»aN! aleag JJCeM Hatay 9• ores fobe t»MewarN 4,atereeetlw sa Iyett, 6o feet »rta et tYa vaster of tta ~artlm wr» tM leap MS eetaat! rant laNreeete with rte Itete tia'aas 9l, cal 51 tact »at e! • glepter plc to. 13'r/. J tea.t.e. wilco poet L car rte acct. CiaeeatrottYaaaat_..Lii/La.a.la.tha_ta~.d..a.urNba.poat. ------ ................... Lstten or a®bsm atampd ea (act ant ia) the mask .1.ilt2.l~t2 .................._.....__._.--------....----`--... BiAabUthed bP wb-t ogaa6atbn _.'.-Ys~.a_.4.a!1.9_d_Md~!}t._h[T-07._......._...__..- - .._-.....-..... ......_... Chid of psets........ttel..Sgla[..T~.!{aMaf1.II.-~........._.--...-- Date .... ..Ontobar-1~2___.-.-`.---. ~Deaigaation of beach mark --'_.L112.---'__... 9iW ._ w••aa~••~ CotmtS .Ala1La.-..-__._..... ascent town ...._.OL1Ir.liy........._..-..... ... Coaotf.J'111aa.___..-.._.._.......--.........`---.---.---.._---' Dirame sad direelian [nm aerrt bwn -_;e~.Rllt?l.-RealblllE__..---.--- -- -----------.....--.--......._._.._.. Detaied daaeription of beation - ie.abe rra th. Peat Otri« u al.lla tq alaaa tr bat rtes ••+ss reel. er 1 dL easetteeat alaaa LM t»t 67 casts roe! frwtM ;re- tioa e! rte rest W eeaerts cad ad ltaN tlatws 9-a 0.01 atiL aaeah- eaet K a eamll see4a Midp orer • creek, 99 feat aoatlwet ad u ell legaLa rea/, »ren tM cad Iran • blepher gala to. lithe aai Sk feet esriheaat rit rte reefer lice et the reel. ~ t.D.l.Y. witness pert 4a scar tla rrt. Chrrtr of tM mart __Lliat..»t..isslm..top..d..a..earnte..DerL.-------------------------------- Letten or numban aeampd m (mCert ia) iba mark ....1..~-1S•t2...._......-..--._._........-..........._.._..._....... Fitabliehd b! what otpoieatioa _._V.ia..QWfi..e1A_Gnalletht_R11tAl_.__......-- .-.....--.....`..--•°~.--.- GbY10l !.ref .1!Mld..tlur~i!l..!at.hrta_o._Tpsr..........--~--~---........ Dae ----Q-a-tee.r--L~---...._^------- .. ~...,...... e-eaw Deiaaatba o/ bmab mart _.1.~a4...._.-'-'---- State - m`a-1-.~ ~---'--...... Comtf ..dlalias----"_--------- ~eaeeat town ....Gla11w J4-'------------------------- County .Claila--.,....--...----------------°`------....__..----- Diataaee and direction from aerrt bwn ._1t.ir6.a11» .aeotMaat ..................__.........-..............._..-......-...-... Dataiid drription of location Errand ores the poet Oftiee >s Clallw tq alwa the feah Mp aeaatP read, a 2.1 ailea rrttwec alsea bah Na, eetmty rod frr ttr ;aa- t!» at Lhe Oealr pas •wcs red sea stab tiabwtr~ 94 0.1 axle wak K • wlwrk sal eaall er»k, !d feet »at at a blephor psL te. 7itE0, ad >w !»e neat et w enter li» of ttr red. i t.t.lat. wlteaee peat u ra- td rrt. Chraetar of the mark _1Algt..gli.la..tbR_t~--~-1..Raaltcats.Son!.-"---'---_.._.._______- LetMn or aimben atampd as (sot rat hil tM mark _....A.-2U2-.1~t2--'--------_..-....--"---"-'--'-"---"'...___' SwblLkd bl wkat atpaeiaaiien _fsla.9.tld:.lll_P.le02S:7A..lllrftS~--~-------------------•------•-----~---"--- Chid of part' ..~!!1_T4>~..h!_[Mrt~_E._l~a~......._....-..-...-__..Date ..Ql.4~t:-.14~.....-.---.~_ Daeigoation of bench mark _.L1111__..__~ Blefa ~abinatr.._.._--- Ommtt .Dlnlls.._..__._-. Nereattowa..---.St3nllai..~aT-_....------°-----_... Coma..(tlallna...--------------........------...---...-----._._.-... Ditam. sad direction from nearrt bwn .....-yak-1t1»_»d1e»t..._ ....................._-............__.........__...._. DeWled daaeripfbn o1 location leaatd ores tdr tees ottfee s. a1a11r tap at»g tta t»h ta7 setats ~w.ti.a ad' bah b4 .eaves red eel stab tlaltwP 9lt bP legit eetttt- reset d •twaM -eidge ewaTda wall eraet, 33 teat eeattaeL noes he rII tat», d le [eet aeaetaaaes at rte eeartee Sir at the red. t /J.t.a. wit»ae poet Se rear LV ref. Charrtr d tM mask _--_.,eSea.aat--L..ths.-tap.d-a-gar»k--Paetf.........---.......-. - Letrn or armhsn atampd oa (tat art ht) the mark ..1.i4L-1p~1._...._ .............._...................._ tarWirhd bP what ofaatiaatbo _.I1a.90aaL.1~..~ttla.la[!dT-......_......:...._........_._....... ('diet of !seep ....bttl.LS1eR-.RT.-La~It411..4a.-p!nnllF..~ ................. Dw ....ORfoM[--19it2--........._.._... •..~...w~.e~ a~ee, Daeigeatiaa of boob asset _._1Ti2.....-..._..-..- Sra ••-w.~: ~-•-.-.'...`°.. Comer h •n•~ --° _._-....... (Nareae tows C]allar tar........_ .............. Cauaty .41it111a...................._......_......-`-...........----....---- - Dietaea aed dieeetioa ham eaMert bwa 2.l..atllast.icedhaaaL.....-_.--..-.-- ............._....----...-.--..-.°---........- Deir'Ld dtam)ptbad laeaYea !resod aleeg tM 1wh 1V a•mtJ road tray tM Peet Offioe, 0.06 arils aorYweet e! the Cl l7ae firer bridge, 1 toot enrtbnet o! a velar aP, 2 feet aetitteret et a twsa, gel 3! t»e »rtM»t or the realer Ilea d tla made ~ O.S.t.Y. wltoaaa pat L Mar RM aart. CfrrOa of tL mast i list rt ie RAa f0si et a eeeeawf~-teaL..__.._..-.--.--..._......_._.._.._...-. LtlOre or nmbre ataapd eo 6tw art W W nark ~7 i,+t3..__._ ...............----°----.....__...........__ . . 1N.btahad b, wkat .gaairke __O.i...tenet.aai.Owl.d~la.Sua~......._ ......................................~....... Chef of prey..P~1..S9Ll•i..'..9f.34!~~.~!_~-__._..----.._...._ Dais ...._UeEob!~_19W2.------------- DESCROPTION OF BENCI{~ARK • Deaigoatim of boob rank _.k.~......_.___:.. W W -.IUIU~Bd411.._.,._.... Oeu1P ~'i]il~ll~_........_.._' xeaeeat town .G]a3iaaJYOt._ ............._........... Oant~ ..C]a71aa..............................._..._..__........_..........' D6tatre and ditaabn kom naatwat tewn ..1.1.lalLa.~ ...............__......_.....................__...._.._.._...._....--- Dataikd daa~pfian o/ baaWn Located a~g LM bah 8a1 »rtatP rpad, lava the Pat CKS», ?! feet rortlw»t of a drlreatt/ !radios to s aaRP oa tM eoatl~aat aiM of tM road, wutbwat ad' a telepMta vole b. 1619 etlah L louLW soccer tM toed, cad 21 tact eaaNtaeet of LM eeattet 1!M of tM hiataty. 4 U.S.B.II. edtsae goat L sear the stet. CbreeOr of the mark t..41!)<!SL._il!_~ _E4P.~.!_99JIRLl9!.DOIE........_......__...._........._.._~._.. Lstiee or nambn a4mped m (~j,oaat m) fk~..m!r~.: L ~~-191a$a ......,r..::_~......G,~...-.....__......_...-..._.... tetablitbad b7 what oelaoisatba ,. :. ~,.~»~..1•i~. ~ - ri,: T...._........._.........._......_..... ttifiietatparef..Pauliglor~imrgE~... __....,..__...~{e.` ~~4ki.........__....___. :. ~ ~. - r -w• Deaigoatien o! boob mart _...Ptl.33..t989!).. Btata .._!!!~>s_4!11~............ ~t fLllr--_.--^--'--'- •Neaeaat town _.I1a13aa-par........__ .............. Oa®t2....4.1!~kAR.......-..---...-....__.......---------...---------..-. DiaYaee and dveetioa hom nerst bwa _....b..ii~......_ ............................._..............-................._............._.. Detailed de,oeiptioa oP beation Lo»td 4 raN eeatteaet d tlr eeettaat ed et . hrilp ledleg to a wharf. 2 legit eeettaeeet d tlr brilga eailiea, earl 27 tact rerthaaet e[ • hale. t.a.t.r. siteeae peel L aver tta aerl. Chaneler of the meek _l~/p..rlafe6..M-.ti_d../.3.tiM1t..11~-Dil/. ......................................._..... Letters or a®hen ramped on (mt art m) Wa conk ...!!tl!<.SYI.~.~-31.istlt.153917 .................._ _.. Eatabtiahd bP what otaaaiaaiioa Ida..lhR3Ailf.}~..tltlD.!L ...................__......---.._.:_........._................._..... Chidotpartr..-.tats..laTlet..tt--1!!-lP.t..i!4SQR ........................ Dnte.OptaMr._b~2.......__..._..... • Deeigaatm of bemh mark [.2lrZ........._......_..- !rata ..wllhiALNfA .............. Cewtf ._Yl1lralle.:....__...-.. Neaeem town _.CL3La9aT.. ----------...... Comfy ....Clal]Y ....................._-.-......----.._............._....----- Diatame sad diractioa hom neraat town .---.1.1.1{11Q../¢YtIMYL.--..-`-`----..:.._....--_---...:...:-.----......:_.---.- DataiNd daaarptba of loutioa _. Located u•na tM beb Bq eotatrr road fiv tJm Pod Oftl». abort O.j aile MrtMaat of a asst!! eeoden bridge, Sl feet MaiM»t et a teleplwer poL to. 1597, sad 21 feat earttheaat of the seater I!r of LM toad. i U.S.t.tt. wlttaeee poet L rraar tM acct. Chanter of tb meet _.-1_4lpk »t .~..l3rl..~:op..4t_0_??m~.D4'!4a.:_..__.._....----...._....._...._........... Lefton or aomhen atampd oa (mt asst uU the mark .._L.ZL2..1942...__ ...........................:...................-_... Batablikhd b2 whr o><aniaatbn .-na...liOY.t.:aLA_GtIOASrAiA-IWA~.-------------._.._.....___ ...............-------- Chiet of purr PautL.Llo•]an'..Af.I~tA.-C'--f!>!Ox!.......---__ .:............ Dw ..9a~r_194~........--------°-- .....~.~......~, .-.wn ~Daai'aaNmet.brekarat_.=ldal.l..._-... tYRa...>kahiti6Lm-...... OamtT_=41a13a~._--_"-- Neaeam town ~-~'-~t#!!-------....._.._._.___ Comet --._~lK~....__...-------.....---- ..............._._.-.....--- Diataooe and dteatb im rarapat town --- ...........................--..............-...._. _----..............-......_..............-.....-..- RMaau ~19r2.~(D. 31f>rjal 8enm 1~r1[et Mate O! iMilnsten, >;~~ ra1R 1 (1931) le • atardaid diet set 1a a ea-erete goat 3 feet b7 • Inches •A! • 1neWa, riuah arltb tta arlaee of rte erotafd, abetat 3 fret east of e1II !loop en aottth elde d rin tharottshfape tb,•ot~ Setle am abea4 110 Palle Seat of Lenperaea stare. Aeeewered as deeerlbd Se Oeteber 194$ bPEeeerth 0. !resent o! Ltr Psu1 !!Floc's part'. Chaeaater of the mrk _...__ ............................__.........................::................--......-....................................._...... LatMn ar n®ben atampd m (nM art ia) the nook .-_~!0! :...................._.-.....-.-........--.......................... . Bktabltbed h whae mgaoirda _._R.4:..a~.ai. a._St~aaetll.~lnyas ................................................... .. w rte. ~.n...w~ Hla, •Daai~atimolhoehmtk_TiQal._2...__...... Srr 1!gbllA6tiUR.......... Qwmtf_l~llgi......-.--.--_ Naarst fowaa_ ~~...Ratlr....- -- -- .. Comfy -..-...mlllull...... - -- ...............................°•'- Diatanoe ad dinalim hom rwaert bwn _.....__ ..............'.'...'---'.............................._`-~---:...._----.........-----.. _. Detailed dra~~tioa of keattoa l~oa eSSda1 8ttaeh )irte, MaN o! ~ablaeten, RewieW lusn/t 1912. (y. 31) )10(08 lY1tL 2 (1931) la a ataMard dlat set !a aatlthMd eertaer of panerent en eret alae:e! 'e atei~. Shia paw !a ett- eload b7 call retalnla`waaet hlsh and the Mat; aide O! the etere. • bench rrt !e about 82 lest taut !!w r!n lass= thoro- taro aed abet 110 garde aatth lren Here Ilea. itaeoeeiwd as deaerlbea In ~eteber 1912 ~ temeth 0. l41aa e! Lt. Paul lrPlsr'a psrtP. Oh.eesle of Iha ark _.~__..._.._.._.._.._.._.._.~.---.._..~__..----•--..._........__..._._._.~ Lett! or tttmbto.attopad oe (••t asst le) tMwah ......1~ ................_...._._.............._....._._._._......-._ 1kta61Yied h, what egaafeallaa .D..Aa...O.aFl1..l..Y/ffie~le..'..._......_........~.-.. ._ 1 o,mat,rt,.._~..:-------....:._ .......................:..............._.:..----..... -- D.,..~._.____--__C-~i04.26 Reprinted June 5;1950 36 wash . e-b*uar, 1~ • 39 ,. Uli1T6~L ttslaa aasz AIID osoD=Tia eamrs)r -lrst-Order 1Miing ~i. '1. Of Pfsbt to lfsah eat. )tarh. :nie line follows • oounty road tram its ~unotittn with Htete H16hway 4-l about 5.A ~Lles west of eht to Shah Hay. A ethsok line rise run alang9tats Highway 9~ tries Pyiht to • point about 7.8 silss southwest of pysbt. 2hs fiaid tort was dons during Ootobar 19A2 by • party In ohargs of Aul 9eylor, hldrogtmphlo etrd Osodstia sngitr~. hs li/td >twa~ ~ heLB~d i lfit iL e188~8t/ ~ >~w M 18Lt71 Ditd ~ ~ ~ wAOtY~r ~ ~~' Chsok 11ns troy Pysbt to point about 7.8 miles eoutbvst of pysbt. Daaipeatiaa at ha¢ab out .-_~?~........_.__. State ...llllAiwisv_.......-. Oomty .flallem__. xeanR towa _...li!ht.._ .............._.._..__..... Cowry ... 43allw.___....-----.._....._..............-....._. Diateeea and diection from naarat tom ....1.•15.It11ea wawt .._._...______.._......_.__- ................... Detailed deaeriptioa of location Laat•d Joae 8bb tlelmq 9L fro, tb tatr-oeraond ltte»atlaa b fraht, 56 tat aeeattwst d • Ltp weer edwrt, l08 !e•t asathwet d • blwphose pole [o. 1JW, sad 17 reef wttba•t d thr ••at•r l1s• at the hlskwV. 1 O.i.t.Y. witara pat !• nor tb nark. G3maeteeottham.rk.lliat.ul..lt.tha..Yap.-i-.~.e•rrata.pwt-...._..._...._._ ..........._ .............._....... Lettem m ¢®ben stamped oa (mt err trr) td mark .....•..9112.18112.... ......__...... __......-...._...._....__ - FitahWhad by shat ogaoiaation _._~x~a..Qe41lt..pM..(h00.ftli.8nr7n~ ..... .........._.._.. _..._..._........._...... Chat of party .......btel .leyler_-t 6mtrth-.d...lrms .................... Dan .....9eteker..19112-........_-........ ......~.~...+.... •-+•w Daaee¢atiaa d breh mark .._R.R42....._.._....... Stan ..lttetssete~ ............. Comfy ~r+•- _.__........ Naanattow_....~1Cek ..................__............. Cemty..0.lttlleet.---....._._._._.........-......_..............__.-_...... Diatoms and direction tom Mast nsn ...2.15-adLe.ast .........................._._ .. Dataibd dewriptba of bcatioa LaatN alas[ stab lldlw,y 9l hw the tar-eerwrel !at•re«tie^ L fyaht aw the asrthwet retest d tb Tysht Rlwr bride. Chmrnr of ti•mark _..1.Dlek.-1w.e_eaneeete_pLr........_.. _..._......__...---..-.-----._........ _._ ......-.-..-- Ietteaa er aewbam stamped oa (ant err in) tM mark 1..~~t2..._191i2--....._.___ .........................._..................... B•tab)Lhsd b7 what orp¢iaation _.Ad...Daset_est..Mal•tL..tnrwp .................._....-.._-...............-....-...... Chief ofparty..._Ieallgl0r..llr.[ea»tk_D...luraa--....._._......... Dan._.._DlLoler..lSit2......_.......... ....~~....e .-,w Deeigoution o[bmeh out ...D..tlal....._..._._... &.n _[hehlattas_..._._.... Comfy ..DlsA.tli_._........_. Neamet tow __..2tteht._.........-_-----...._._..._-. Cnwty.....Alelltlm........._ .........................._............_._........ Diatanee and direction from neamt town _....3.2.11,111...llweR......_ ..............................................................._... Detailed deaeriptbn of bcalion Laet•l Bona flab fieheeq 9• !ra the twr-sxwrod late»atlm ib Tyabta 6lrertly arou tdn reel tra • loan rlr tra ahaw! 5 tat b lLwbr~ arcs the reel tree telpher polo !o. 14y}, .>rl 18 teat sortbaet f LM rrek•r 1!w d the hl~wey. • O.t.t.11. dta•a pat art nor tlr nark. Ckraatr of thamart ....~.aitk.tet.as..tha..tfi?..at..e. otlPtts4!t..efMlL,._.._............_......._-----....----°-... Iwttm• m a®ban atampad on (mt aaat (n) the mark ......D..8W2..14~._............__ ..............--....................... . FitablLhd hp what oreanisatloe _._......Q.B..AeseR.asl.-Oe¢QetL.Jerq ............. _._.....---...._.._..-._-.. Ohidotparey...--..1.!!V..tstier.ld~a.o~_M!a ................._ Dan.._Oltellr_~._ _. OEECRI/TION oF' a~cFl wtNex oa:tn.timote.dam.rkl...A~d.:......_.:__... et.t...J..fts.etfi..,........ Owta-•QLll.a_...._._..... Nearest town ___~ti1t .............................._.. Comt7.e*-rL._......__...---_...--_.................. . ............ . Diatanee and dhaetba from nrert town .._...ila~.Jt11.t..llatt..._ ........................................................__._ . Detailed data(ptioa of kwation Lasted sleet Itab 1leYSey 4l trs the tar-oerrnl labreostlos L pyeht aertheaet d s •twl. 38 lest •eeHaeet K • ble- phwa psis [e. 1185• est ~ eeerthaest of ttr eesgr lit et tM kieknay. - v.t.tJ. etituae pat 1• Saar tie stark. Nearer town ~~Yt-._... .._..._......__...._ Coemty ...... .Olallem---__... _... D:nnee sad dination hom eeearrt tow -...6.$..w1Le..esatinasR ................_. Detailed daaeriptioa o7 teethe Cmaraelr d the mmk _.._l~71E.itR4.. #R.SI!t_/.K..9~.J!_M1lfeis_ AMta ...................................................... fettwia m s®han atampad a (mt seat ire) Iha sort .Q.911Y...1(YJ2 .............................. . ............... . )Ortablihd by what egaalaatbe,xlr..R11M)..IMM..AIOAtfLs..itlrb7 ............ .... ............._..r...... Chid of party .....litl..lgler.Ip'..6ssafY.O-.tea ................... .. Dw ...palwiar.]gltQ.........._.__..... Daai~atioa of 6anah meek _..,L.t13.. ... Stan ..faeatsetra............ Oomty ar.rr._ Laat:al 5.11 dl•a wet aloes flab [1~ 9L tra ronr-.ora•rd latrraretlw L IyYt to lattereeetia of rN tq •eewaty reel aK ttab ue*v 9~. theca 0.85 d1• .oerq alartt tbb up.yr gu. 78 feet wrt>,r•et d . blrphena pale to. 1581 rAlN !e leaetel a• tl• ooppppaib •!!• et tke real m W !seise d • ..tree sal 21 teat sertbert e! td reeler 3iw• d W -ldmay. ~ v.t.~.tl. w!b rra peat it sear thr soft. Charrtrr o/ tY mark .-.itAlat..eet..111--R..11wMr1.6l.iRMt..._.........._..._ .........................._...._._-.__`__..... Iettemm~emhm atampad on (mt err n)th. mark ...J.113_19112.._..._.._.. _..........._.._. _._._._.__ . Hrtahliahed ~ what oeeaoiaalbn _.Role.4laRE..*IM.4ewllwElf-..lwrefz__ .............. _. -- - - ......-----..------.._.. Chietotparty......~!ol_lgler._h) Gmmfk 0._!rw_. Dan_O~toMr.l~i(2.- . .~~~..~ r-. Dareeutim of heweh mark _...113.......__.._... tkar .--Itaeslepaa....._-- Ceemty -dlalla_. _--.-.- Neamet bwn ---.-_?lahk...........__.........._... Comy -tilellem ..................... Dienaro and dinetion tram neaew foam .._ZaD5.m11ew .sea[TeMt-.--- .................._.._.......__..._-.-..-......._. _. Detailed deaer~tion of loaatioa Lraatrl 5,l1 mlla wet .las8 ttab 8~ qa treY the lew.eawrol latareaatias b tY fabreatiw et ~••a ae7 esemy tees W tots 8i~way 9l. theses l.65 alla eewtk alstrt itab 1 9l. L46 trrt aoeettam•t d . eeaw erhiA !.... tul ewr . 4ep a3e1. 54 t..l aowthwrt as a bLphtw Mb M. 1611. eel /07 teN seaNtemN K the ewbr lit e! the kltlme8. l OJ.B.Y. erltsaa peel L aeee rrk. CharaAts of the mark _.._~.l1et.Id.lt.ikk..to~ .r . /itYfeLe.7~•._.........._.._ ..............-.....~--- Letten or n®beer atampad on (mt err i¢) W matk _...D.-~.-1~ ........................................'.`_-' Y.nhlihed by whal ot[a¢h+tion ...ltata_OAaal.rd~.lODd~Bs..Lti4 ................_............_. _...._.._. Chid of party..laml.Sally.b.fewltlk..D...lona...._....- .............. Dan - --'- .lgltl...........-..-._ ..~~......~...-.r. DaiprUan of baneh out _x.245.-.....-..._-.. Stan ••••~-~~, Ommy ~•m--_. Naaraat town ......}pa-t..__......__......._._........ Cbmty.ple8em.........__._......._......._..........._.._..____. Dinme sad direction from reearrt nm .....3•DSi.mil/e..lelRkltd ......................._.....__.................____.... D•nilad daaaiption o! loeatio¢ Leeatal 5.4 dla wet a1a118 Nab ^l~kn~,~[eget-, ttrrya~twheA~teer.serr»t it~it•»eil~ 9-. thWsa asgl 4.45 allre alent itaM sldmq 9-t wind the railrael~ d i* teN serth~ .ester 1fsaWir tka~ b!elwq. 1 OJ./.m. wltra patL seer Oho vk• Chu•oter et thamaek _ ~ a,+.k.•ef..3t.flt..faB--aR..<nlrrf.4a.peatia.--...._ Settem or newhera atampad on (mt seat m) the mark _....4.913.19112..-....-..___---.._...-..~. Fitah))ahed bt what orpanLaWn __H.t...Orel.Yl.iale2dn..lsrs~.....-.-...~.-.._ Chief of party _TUl_lgls*._~_~~~!.a.!_T°0n ...._ Dw _ GstNaR ISrt?-- ...~.~w..,- r-•w )Iild of .bent tin. C-20425 -z DESCRIPTION OR BENCH MARK D.ipraNmottmstmmt_._.._.1.~Lt........._ BL.b.l~ahiaLtei ............. cowey.__11a31L~. NeamaE eo.n _....h~bt ............._.........---.._... tbuney........41alLa........__..._..........................,... Diatace .rd dieealia hem mmrt lawn _...._.fsl.alts...aae....__-.__ ............................................. Detaied deeaiption of brtioa Lsaatd alaaH ..aba ripwf 9a trm w tmr-eamaew -iateraaetlm ft PPattr 60 feat north et w amtee of w ~mstim wrra the Hrh )rP aamtP road iateraeeta wltb w flab lidsLy 91r acs 51 font wec et • blapkw pole to. 1'J'A. x O.H.H.r. witru pool Sa wr the nark. tlaeaatLr at thamaek __l.dial.aat..]a.tka_tap..~.a.arNta-peat.__...------------------...----- .............. Lttime or aumbaa .tamed m (m{ eat ia) She mark .=.Slt2.l~d.._.._........-____...._..........----...---_.- - &rt.htiehed bP what oLp.ai.auea --.--v,4....._d+_d!.~.~!_°•..[fa7.__.---_..... __.. ___._.---.._.-------- (~ietotparty........paal.-tglar_let-Ha>•eth.Il..nd'm........._......... D.m.._.Oabber~191t2_..-.__........ ~Deat~ation of bench mark __..2.1itr--.-._.. _... &ate ... w••~s-••~ .._..... Coemt .ey1La_-.-_...._..... r- anee town ...__Olalla..Hq.....__ ........... ... CaueLy-.Clallaa----......__.._..----..--..-`----`.......--.-... Dilaoee cad direction tram mrrt torn ...S.~.aiitl..lleatllaaa4_._........._ _.........._......-._ ......................... Detaied dewa~tion of beation Lrabd tree w feat Qtlir u Olallm W aleaH tba Heah la7 eomtP read. er 1 aiL aertYwek a1saH tlr Hrh Hq eemtP red rrm tM rmo- tim e! w lash W eemty rod ad stab flsAw! gat 0.01 ul. Bert!. anal at a call eeeMa bride owr a Brant, 99 tact seatlraat et m eld lekiaH rode rrou tM red trm a blpimr plc Ho. 111e, ad 34 feet asrtbaat! d td Boater fir et w red. ~ U.s.D.r. witree pet! ie wr tta rrt. Ch.eaeter of tb matte __~.liak..aat..fa_tha--tee-.at..a.-emanta..pool. .............-..-...._.....-------^-_ Letters or numbs atampd on (m6crt in) tbs m-rk _..1..Bh2.lSrt2-.._..__......-....__..... _..._.._...._.._...._....... ILtab)ishd by wbat oLpaniaaion ..._Q.ie..4taaL..W..1RO1NlAie_HltlaT......__..._..._ .......................T.._. Chief of party .P.tHd.3.aY~K..yl..!!t!~!v. 0.. fHtan__.........._- ---..... Date ....(lateMr...141t2...____...._... ~Detismtioe of bench meet _.1.~i4...._...__..... (State ..raahiaatea ............. County .Rlallaa--_..-......... Nearest town ....Qlallrr.W-___._........_...-. County Qlallaa..._. _.._..- . _._...___...._........._..._...-. Ditaee Bed direction Irom nearrt town ._1t.16.atlr coatMast__.._._.._-.__.._....._......- ..............._.__.. Detailed drasiption of {oeation Laaakd trm the Peek Ottlea >a C1Olm W alms CM reah MP eemg rode er 2.1 dlee rrtawak aleaH Heap Oat eemty red trm tM ltr. t!m et td f.M Hq court road ed HMte Hiilmq 9tt 0.1 aiL oral et • ealwrt cad Ball errtr G6 feet wet e[ • blephor polo fe. 1160. cad ill tank north et W eenbr flan of w red. 1 eJ.Hi. witru pet ie tar w rrr. Charrtr of tMmark _..flak.llL.la..tllt..taR..ItE-.a_Raatrtta.Saat._-----'~"`-"`_---- Ietten or numbem aMmpd ea (mt err h>) the meek -`---C..ilt4..191t2~--------------`-------._.-........-"---. &etablYhd br what oepn6asien .fda_QNtlt.lld..Wa4ltie..OllrLp1-----------------------.._..._...~.__. Chid of party ...PQ!1_llQlK..~l_fl~t-_a._S~sr....----- .................Date ..9-~?DYr..l~..---------._... (Drip:atim of beech mark _.LBltt.._.._._.-_ ttlW ->rakiaslm..._.-... County . nt.tt.-...-..------ Nearest wwn _....Q1a111i..~lli........-- ............... Camty--Qia31~6---.......-------..._...--°-°--....-----..-_..._._...--- Diatanes asd direction Irom scarcer town _....3al.allas..anal!taat._......_...._....._ .............__.-_........___...._. Dataa7ed dreription o/ location le..kd rrm w Paas orrir i. efalim Hy acme cb. Hwh Hq eemkP imetim at Heah MO eeeakP red old t-kata ridtaar gal hi leer aaatl- rwtt et areM tr owrda aaall eraal, 33 feet sevtkeaatPod ~ srll w«, W le teas awtaeaet et w .aakar lie. d eM red. ~ HJ.e.r. dtru peek !a near CM rel. Chaneterolthemmk_~.+isk-oat--b--w.-tapst.a-asrarM--Peab•-...........__...-.--' Letter or nwtbes atampd on (not art i~ Wa mark ..1.A6R.161.--....._'--..--' ..................__...--.- 16tabBLbd by what oganisalion --.Y.1...40iat..ar..Yaa4at~a../IY[IIQ...•------- ................._.....°`--~-• ChMf o! pasty .._.LOl..2s>!lilt..ll..LfllMll_Qa..YlpRle-..__ ................. Date ....01lAtlfllr..l~.........._...-... ..-,.....,...w e-w Deaisostioa of beet meek _...t.1W7 .............__. (Mate rasbittdan..-.....-`.... Co®ty eet.t i •- -._ .-`----..-.. Near( sown -~lalllr.hr........-----_..... County .ti]alial.......__..........._ ..............-°--..................... . Die4aea and dusetioa hom aeanat torn 2.L.ailaa.lmtLhaaat........._......`----........_.--.-` ......................°--..._. Deta'Nd deaaiptbn of lortlsa Leeatd almte tM r..h Hq eeaatT Lod tray w Prt Otfice, O.08 atL LterUmaet e! fba CL-1.laa iiwr Dridp, 1 toot rorthrast of a wine per 2 last sattthaed et • tame, aed !1 t~et mrtMut of the aeltar lies of Lha eotl• 1 O.e.H.r. dtraa pat L (mar w saLit. f]taeaetar of tie mask 1 dlelf oat ss the laiA It a.eemaE.a-padt..-_ .........................._.__-.._....... Legwa or nmbam ramped m (oat nap W W Bonet tL,t~23~..._.___.....-- ............................_._.........- . - - SaaabBLhed bH w-at egaiatiea __r.i...Gaad.ctrl.osedetln-Bara~---•.----°--......--- ......................-_...... Grid of party .-1~3..S1T,1.W. t.~i:.~!!~l!.~!._~!!?~..._._......-_---..-- Data ...._Ootob~r_1942 DESCRIPTION OF BENCH~A!!K DatipWim ~ 6emh muk _.I..~ ......-...~... Bate ..l~A~itlHS9e:.._......... OamtH J'diildri.......•+.... ~ Nsurt worn .Ala)iew•.O~or-_ ........................... trey ..CLilaa................................_..._..._..........._.........' Dbtame cad diLedbn hom eearrt morn _31..1LLR_Ltlut ............................._.................................._...._.....-- Datailed daeer'rytlon of keaWn Located a1mH the Haab Hq aomy Load, tes the Prt t:ttimr ?7 teat rortlaeast of a driwwq laadLtH b a eaLaaa m tM aoatbtaat aitb of tM road, wuthwat of • blaphona pole He. 16eP aaiah L located wtws tM road, am 21 tact amthaaat of LM Beater liLr of tM hi~aRy. 4 U.B.H.r. dtrae poet L tmtr ttm nark. Chaneter o4 ew mask ~.t13!~(_NS._il(_~ _4~.1~~ .?.QAEi.T.~.DP.REa.....__........_...._...----•------~_.. L 1 --,..- Lettets or m®bme Ramped on ( . rp) F~h1.roWt -.... ,..-..... ..z..._:.-...:....-. ....... &tabliahd bP what orianiasUon ,. .. 10.. -yi>: T. ....._...__..... Chid of party _Paul_lging t7~imrah ~..... ,. __.. ~9A2.--......__..,_.__. :-,~: Deaipatia of bemh m.rt _.-.i'1l.33...(P.v4Y). State .._!!!!ei!t5`........... Cemty sw~••.--..._._...-.. ~Neeaeat town,.ffia33rta.HaT ........................_ OemBy....4.1!i}~1...............................-.............-.-..._.._......... Diataaee cad direction from neser6 bwn _.....m..t~ ................................_..-.._......_..._.........-......._..-.............- Detailed desnriptbn oP beation Located 4 taa4 sestbwt d w aeatbaaat cad et • Mldp ladiar to a wtrrt, 2 teak eerth.eek e! tea bride nilfae, W f!7 test aortheaet at • Bale. O.t.H.r. witaeaa peel L aNr w nark. Charaefer of ebe mmt _1.Mp..riffiM..al..S4..d_a.3.t1M1A--111<.D~1pL ................................••--...-.--.. Lettan or mmben Blamed on (mt art ia) fha matt _.PlIr.SLY-fttl-ffi-31.341Y.19.]912............-..- -- lfeta616Llyd 6t what ortaeisatioo qada..(kHl9ilfel.4lFt:!![......_ ............._..._...--.....: G3ietotprty....IsAl..laTior..lf..lNlPRflL.9.e..~t*...--°.•--......_.... Data_OpOelpr._1~2.......-__..._..... ...~..~...~ .-+w. • Deaieaatsoa of bath mart [.~......._.----_-... iftds ..111Hhlel4ftti .............. Oeuaty .-G1.f13Ml... --....•-.°.. Nearer town ~Eist.. ~...----•-°--.-...... County ....Clallr.........._...---- ................._._..-------------. DMtame and dvaation ham nearrl town _....11.iilaR..aauthHaet .........:..._..............----.....-----_..--`--°--. Detaild desviption of beat(on Located alon8 CM lleah Bq aetmt' road trey tb Poet Ott1Wr abed 0.3 silo rorwut of a aarlil raBOdan bridsa, sl rant mrtMrt a a bLeptnr poU ro. 1597, cad 21 font aeethaast of LM oanbe liw of LM road. 1 (i.B.B.r. wittws poet Le Brat tM aaLt. CharaeLe of the mark _.A~1Hh.!!f.la_13!!_~R..p.= ~_~p*.K!.D4!tx.._....-..• ............._......_.-.---....--. letter or sambas atampd on (mt arlia) the mark ....1..21(2.1942......._._.-.`.'.- ...........................--...._ _- . Fitabliabd M what oepniaatbn _lhd•. '~/d6t..aeA..(itaMtla.9uriLR..._ .............._._..........----....---.........-_.. C1ud of party P~tL.SgklT._)p.l~f~!_C._~!11~---• ................_...... Dw..Qate!!f. 19~......-----.....------ ....,...... -.,,..... .-, w .Dsdleatia a/.haeh ark _.Sie61.1.-._.._.. erte ...1~ahlnsLCSi....... Ce®ly _._~llaa....'_""-- Neareat (owe _ ~..ir_.Nk~V .............~~---............ f:omty _.-. •~..1.1-~........-."--.................-......-----._........... Diataoe W d'naetba tmr asarsat bwn _..----- ..........................._............_...._._-.................-_-_---................. DeW'led daaaipeon at !trios i- -- a?]dal canna llltrtl r Ora M Of tetehlaaten, ltetlead iln6uet 1912. (p• 31) SQL H111R 1 #1931) la a etaLdard dint wt !a • eenereta Yost abaLK 3 Ytlkatid~aa~taet old~ittuDron north ~lda a! shit nothoroutshla~i'a~• tb_•tes~ ratiBa aitd abort 110'arda /oat of ]teap~e6e atom. Raeoparad ae daeerlbad in Oetabar 194 bPltannath 0. SruLtat of Ltr Gaul 1a71or's party. Cmanetrr of the maic _...-........._ ...................._..........................:.------°-....................-........_........................... Callas r mm~ben damped w (mt er- m) td muk __>i!d...._ ................_-_._.-_.....-._-...._............._..... - BllabBahsd b! who otiaobstlon _-_®xde..9~.H{._S...Q.aOBafia.~tatlal------._....-..-----_._.__.......----...... .....+~. ~.......~ .-.r. • Drimatlm of bash mrk _Siflal., 2....----.... ~e ~1k11i1e~~4n.......... Cbrme, _1~t11H1....----....... Nemeet towsa._ lt._Qe7R~.ti.-....-_ ............._. Coaat7....._mHlllt......................_................................._. Diatanoe ad direAfon 6om nrrrt bwn _......_.........-'.."."-~----'---......_ .......................__....................---..... Detaileddmdntionolbeatioa t=Or a?ldal DaOeh Yarkar Ottta e! rkahitlstflq, ]tawiasd ttaLtat 19ta. l p• 31) BIIfOH 1MRL r (1931) is a etaLidald diet eat sn eoutheaet eoraar Ot Past trn asst eide:o! 1~p~r'e atom. Shia patwst la ea- eload b~ call retrlulaR call 3 fact hlSh acid rte Mat:alde of the afore. 'hLa !crab sit la abort 8Z tact eoatt frw e~eiBl 1dr thoro- tatu aed abort 11.0 Pttrde aaith ti'e~ •era lire. Areowrad ae deeerlbad La Ootebtrr 19#Z b7 [etrlath fir SUraa et Lt. Paul Sc'ler'a part. (ltmrlr of Ihs maet _..~_....._.._...._.._.._...._.....~_.......__.._.---_-.----- ..................__......_.-.___._ Letts or nmtiam.gampd m (Bet art la) tYt.mmk ......~_ ..............._...._._..............---•---._._.__....--•- &LtahlYkad h! what ogadmYaa _.Q..18a...0i!(t9..l..IIlDtle.Ile..llkiwa~'..._ ...................-.. ._ oh(refprg___.._. `-` ............... D'r"•-----C•204-26 36 WasYio .April 26, 1848 .UNITED STATES COAST AND GEODETIC SURVEY First-order leveling 5 Mio Wo of Pysht to Neah Bay, Washington Standard elevations based on the Sea-level Datum of 1929 through the medium of the Pacific Northwest Supplementary Adjustment of 1847 for bench marks described in the attached list are given below These elevations SUPERSEDE those published on page 6 of the list of descri~so NO E.~~For tidal bench marks included in this list, elevations with respect to local tidal datum planes are available on request to the Director9 Uo Se Coast and Geodetic Survey, Washington 25, Do C. BeM, Adjusted Elevation. B.Mo Ad~usted Elevatior, Me ers Fee ) ~ Me ers Fee ~ A 242 7.801 25og22 U 242 ~+og08 16x102 B 242 11og22 390114 V 242 14.602 47.807 C 242 150218 48°928 A 12 (USE) 40230 13.,878 D 242 2°x355 660781 w 242 20156 66.128 A 243 56°928 186x775 x 242 170253 56.604 B 243 920184 302044° A 13 (USE) 40891 160047 C 243 1780762 586~~+88 Y 242 40926 160161 E 242 _ 520414 171°862 A 14 (USE) 60603 21.663 F 242 56.763 186023° z 242 610837 2020877 G 242 72.195 2360860 Ba~ad ah Point (USE) 3 331 1°.828 H 242 28 0 643 93 973 ' J 242' 180384 600315 Neah East 40948 160234 L 242 80928 29291 Tidal l0 4553 14.938 PTS 31 (USES) 4°825 160158 5 (USE) = K 242 230854 780261 Tidal g 4.864 15 958 Tidal 1 40008 13015° Tidal 7 4°886 160391 Tidal 2 40106 13x471 Tidal 8 4.465 14.649 Tidal 3 13x148 430140 Tidal 11 40328 14°188 M 242 590278 184°481 4 (USE) N 242 490756 163x241 Tidal 12 40828 15.840 P 242 70342 240088 Tidal 6 40554 140941 Q 242 5e428 170808 Tidal 5. 4.828 16.168 R 242 50279 170320 Neah West a A to .(USE) 2.846 9.665 Tidal 13 50570 18 274 S 242 4.047 130278 3 (USE) 3.097 100161 T 242 4557 14.951 A 11 (USE) 6.444 210142 t~C CI~M-i~-l-~3~P IE~L~ .. _ - ~,,. W~~ ~r:..i 63; - 9=1678-A ~~~ ~. Of 1 QUAD. ~'~ TO~I (26~ } ~TATE WASIiSATGx4~ BYR• C. -~,iL'ITZ, 191? .'~LTITi7DE ABOVE OItD'ER TES ADJ. :~d~usted Elevations Based on ~'11;AN .Sr.A LEVEL (Feet) ' sea-Level Dat~~I ©f 1929 and BOOK: B56 1947 N.W. Add. - BULLS 674 iaASHTNGTON ' ?RT. TOM QU4.DRA.NGLE (Latitude 47°45'-4S°00+; Longitude i23°45~ 124°00~) LL~r~~afio~r cav~TxE~ (1) FROM L!'~XE CRESCENT QUADRANGLE (294) SOUTHE.A.ST ALOAG HIGHId'AYS Tt? ; OLDUC HOT SPRIPdGS Bolduc Hot Springa~ 2.75 mi. N. of; on E. edge~ofsrd.; (in tap off' large rock); bronze tablet stamped "Prim. Trav. Sta. No. 45 1646 1917tt 164g.3b1 Bolduc Hot Jprings~ at N+rJ. corner of bridge over ~+lduc River; iron-poet stalnped " Prim. Trav. Sta. No. 46, 1917p 16/,x.30? - 9/19/56 ew ;• ., _ ; .. ry. ,., . . _ . r• i UNITED BTATE3 DEI'4ItT~SENT OF TIIE INTLrRIOR-OEnLOCiICAL SUIiVEF 16-sttsts2-l aao - . J. .~ ,_ -- ~ . , --_ . • ~• U,S. D[?ART?dEY'i 6F %G!.~ERCc. -" ~ • ~' ~:;a R_ Y _,, ~, „~ COAST AND 6E4OwTiC SURYEY .. _ _._ -. , ~".'.C.'. Cle r•:.* T.'..'~ Jv°`:.'.~="... ..... ~.. ~ .~. is ^^,v%"; .. ~Q~~ ~; Established by COa~ and ~odetic Surva;~ E'resent condition Good netailed report Nocsted a.+; 'ort r.ordan, o:~ 1~.est :3idc of rood nar:tl~ elirg teach, about ,00 feet north of inshore end oi' pier, sot vertic :~.~ i:~ eases f`aca of a concrete build~n ~;ina Shop) Yo. X02, 3 feet south of northeast ccrnor of bui.?d.ing and 1 foot s'oove tho ssarfac© of tno ;ground. .r L. L. z~. USCOuM•DC $167 Forth 68$A U.S." DSPART:.;FNT OF CC;.:;gRCE /~ d,$'/ (1.8-581- COAST AND GEODETIC ..^URYEY ~:ashing~o;~a - 51 -2 R~CC)Vi~'~ ~~ ~ L, c=:•~Cd~ 1~~ tiIti Designation Tidal 2 (1925) Stat® 41AShington County Jefforson Nearest town tort ;•lordon County Jeff.arson Chief of Party, Frz;d Naw~lls Distance and direction from nearest town At Fort Worden Rocovery Dato June l~z~i Character of -mark Standard Di:~ Stamping 2 X927 Established by C~nst and Geodetic Survey Aresent condition Good Detailed report &t Fort :Jordon, about 227 nortrw~ t os' inshoro snd of Fort Worden ~°-ier, 50 feet wrist of centerline of road paralleling; boach, 32 foot wsgt of west eclaa of sidewalk,. sst vertica?ly in east wr11 ofconcrete building No. ;O1 (mine shop), 4 :eat north of southeast corner of building, and 1 foot above th© ground. • L. L. R. fir/ UfCOMM•DC 5.167 ok~., u.s. ac~AR~-a,cr;T of cc:.-~.~EncE (~ ~~ `~ ~ 1 ~- , ~ v v ! COAST AND GLOOETlC SURVEY ~, ~~ _ `, • RfcC®~IE,'~.`t I`J i L, ~~i~C: ~l ~~ 'i _t - Desi nations!- :::^' • :r: - c, ~ - .' ~ Tida1 4 tU,S, .) Stato ?.t,shin~*{gin County Jefferson Nearest town Fort ?•lorr.~n County Jefferson Distance and direction from nearest town Chief of Party Fred i?atella At. Fort '~/or:den Character of mark Rccovory Dato June ?9b1 ~;.onzo pledge Established by » Stamping $ ;~ b710 16,200• Co .,V of ir~~neers Present condition Good Detailed report At Fort L,j~~rcien, set verti tally in west face of east retaining cra17 of sma11, ail-concrete cable crossing buildi n with l . o•k~ ~-~,-~rra,T:idal roof, 6b.5 ft . east of so-at}.e~5t, corner of b;:ildi.no 510 (:~u1~o i^obbf s.".o,:,) 4? ft west of certer~ inerof street, A'ark i s 5, ~ ft, abrve c~~rcr , . ete f ~ nor op-~o~ite iron , door, O.o ~,,. below t,o~, of retaining wr:ll, :todde :i~r{ i:, in s3iape of ar "err. with long enci cement. d i wa i 1 t~ rd shr.,r-~ ~; uo, • . B:~i ldinv ro longer in use. ~... USCCUM.DC 5167 ~o~n~ 68SA U.S. DEPARTIdENT OF COkt;~RCE ~'~'' 0S~ t ~•n' ~~ - ~ COAST A N D GE0 0c71C SURVEY 1l,, ~j~+ A ` 4 Y~1~LC®V~ Z i~ iV©3 ~i:.~ ~.:~t~Ci~ ' /~ ~t'1t~t~ ?i ~ahington - 5i - ?_ Designation TIrinl. 5 1934, whin?tor. ( State. fla„ r C County Jof.,er..on Nearest town At Por+ To~^~send County Jefferscn ~ Chief of Party „ Distance and direction from nearest town At. Port Townsend ~ ~ Recovery. Date July 1901 Character of mark St ndard. Disk Stamping 5.3933 f_stabtished by Coa3t and Geodetic Survey Present condition Good Detailed rcport At Fort Worden, set in northwest corner of square concrote manholr~ casino, flush with ground, 8,5 fzet wont of west edgo of sidowalk, 75 yards north o~ bend in sida~~,aalk which turz:s fiot~;•ci headquGrters building, ~~ut 300 yards south of southeast corner of b~•~ilding 500 which is just southwest of pier and or. west side of street running parallel to Bosch, usrk is about 1'05 f©©t south of ?ockad gate across road. to Point Wilson Light House, in eastern prt of Fort Warden Center. A, E, T. . USCOI.MM•DC 1 ~~GS~ U.S. DEPARTPRENT Of CC~:~SERC£ FO+m+„ ~ ~A COAST AND GEODETI C SURVEY (1.8.58); .. ~rashingten - F1 - z Designation Tidal $ (19,5) State ~~.'ashington County Jefferson Nearest town At Fort 'vlon~en County Jefferson Chief of Party ;', ;;, Distance and direction from nearest town At. tort F7ordon Recovery Date July- 1961 Character of mark Brass Plate, 2 incl:ea in diar:eter, hole Stamping none Established by U. S. Arm ir. centcar Present condition Good Detailed report At Fort k'orden, sot in center of concrete Mock ,~ feet in diam~©tor and pro j Ecting 2 flat above ground-' in southeas'c corner of For c l;'on:en Center, about 26 feet. northeast of center 1 ira of loc'.~Ed data across no; *h-soui;h paved road entering; gzounds,. 2.5 feet west of a wire fence running a].on~ east bourda:^f, and 13.5 feet north of a chain-link fenca runrin along south boundar^,~ fort grot:nds, A.E,T. /~ 0,5 Foy+M 685A U..S. OE?ARTN.ENT OF CCA4:,4E.RCE (1.8.58) COAST AND GEODEF' "aURVEY R~COV~e Y iV~3~'~', ~::.ilC~-! 1V1~.~'iC Washington - 51 - 2 .Designation Tidal '1 (19, ti) State !ti'ashin~~.on County Jcffor~:on Nearest town At Fort :~lorden County JvffEr~on Chief of Party L . i~I. D'lstance and direction from nearest town At Fort s~'arden Recovery Date. July 1961 Character of mark Standard Disk Stamping 7 .1935 _ Established by Coant and .Geodetic Survey Present condition Good 17etaited .report At Fort ktorc3en, set vertically in South faca of concretes fu~;ndation of first 'ouilding east of State l'os~itrl : dr~iristr,:xtion B1.iilding, 3 Poet above 'groun3, 6 inches east of southwest corner of t7uiTding, SI-feet north of centerline of street running bast and w©st, 8,1 feet nortr. of north edgQ of sidewalks and opposite .large .park-playground, in eastern-part of Fort Zwrden Center, 1} .J 1 i USCOMM•OC 5167 r'. ~ _~.~~ ~ :.~ REPORT' ON COND{T{OV OF SURVEY MARKER Y~,r ~~ porn ~rr•ryv+,e ,, a ,F•~ buAKe! bure.u No, q!-Rt Nnn~t•.ot 1)caignntion: Port ~'ownsend Northeast- poncrihcd inast ordor levoling tFb sh `' ' ~ ~~ Base (also Irian. doscr. book , 's St*tr, Washington cowtty: Jefferson Gscnblishcd by: G•D• Xcar x.856 _ ~1ark searched fos or recovered by; Name - JOhn U. Ulright (6/15/69 findings ~ Organization - Consulting Engineer Dace or «~ott .~LS/69 naar~ss - 420 E. First St. ,_ Port Angeles, Wash. 98362 Condition of mocks; T.ist letters and numbers found stamped in not cast in each mark ~tnrk st:~mpcci; Condition; NE Base 1856 1908 ~ 1941 good No: 2 1856-1908 good; however elevation~is`about 0..09 ft. lowe3 than the station not 0.19 ft. as ublis ed P h -- .._ .making both BMcs unsatisfactory. 1'Icnse report on the thoroughness of the scotch in case a mock ass not recovered, suggested changes. in description, need for reps inR oc moving the mark, or other pertinent facts: because it iS C10Se t0 both .rail O r ad and highti, 0 2 is more likel to RM N v ha a been disturbed- than- . the sta o Y ti n' but this uric©liable speculation... Both marks look undisturbed.. RM No. 1 would fall ~~ under a stack of firewood. It is likely to have been destroyed irk grading for lawn planting.. .:~: . ~ ..FORtrt CB,GS=685 !t2•bti> M~ ~ uato~ttit ee aeaze•ra ( 111 r - ~~ ~. - - ~ .,~ 'r "1;11 ~F ; ,l~41r t~~,~ 1 • HIV f }d r., ~' ti it '' r1''`1 ,t: ti 1 : ~1 ~ ~1 t r r „ 1 ,. 1 • • / r~ 1 ~~ , -rii 1 1 -S.•f ~ ~1 1 l1~ ~ r ~r ~,•r,~'~ i!Illr ' 1 ' rr~ ;~ ~ ~+ 11,,1 { ~~ - - ~. _ •r. .111. ~ ~. 111~~. .. . ~ ~ - 4 ~' 1 ~ . _ 1 1 1.(1'1 1 . . ~ ~ 1. q ,rtr. yrti 1 ~ ~~ ~ ~ . _•a »-1078-A QuAT}'. QUITS { 234} STATE ~A~~~r1~=T~ BY ~'~'On ~. JDhn$O}~1, ALTITUDE ABOVE ~,9~ iV1Z:AN SEA LEVEL ~RDFx THIRD ADJ. Adj~.at~9, elevations based o21 the Sea-2+e'o'+Bl lFeet) Dates tai' x.929 and 1947 N@P. Adj. I ..~T~k: ~{~: books 87098 • ~ -, ~ ~ a'`~F~ F~'ASHIi~GTflN ~ .g ' QUT3ETS ~UAD~APIGID (Latitude 47°30'-47°45'; Longitude 124°00~-124°15'~ GttAY ~il1RBOR AND JFF~ERSON COUNTI~3 {1)FRO~ SOUTH~tEST CflRNT~i OF SPRUCE I~OUATfiSSR QUAD~t.ANGLE (264) AiANG TR.ASS.S SOUTH ATE 50UTA~E3T ItdTO DES'!'Rt?CTION ISLF.ND ~?U~1D~.NGLE (23b) AT POINT NORTHEAST OP CLEA~'PATER Huelsdoxik Canoe Crossing, 5.4 mi. SW..of; 0.7 rni. ~i. of Snahapish Fiver; along Clearwater Trail; 8 ft. ~E. and 3 ft. above the trail; in the Nt•Y. root o£ 48-in. hean],oek tre®; Copp®r. nail and wash®r 771.03 Huelsdoxsk Canoe Crossing; 6.5 xai. Sal. of; 1 f t. E. of Clearwater Trail; 84 ft. ~. o.f break of ~. bank of Snahapish River; 25 ft. ~P. of 42-in. forked hemlook true; 40 ft. S. of 24-in. hemlock tree; both trees are blaz®d on aide facing bench mark with 1 long • blase and 3 notch®s below; in top of concrete post; standard t~.blet stamped "TT 5 J 1938 Elev. 667" 667.102 Reference mark, 175 ft. S. of tablet; 54 ft. ~f. of break of W. bank of Snahapish River; S ft. L, and l.5 ft. above trail; in the S'tiY. root of 36-in. he[nloek trees popper nail and wash®r 667.69 Huelsdonk Canoe Crossing, ?.6 mi. S'~7. of; along Clear`,vat®r Trail; 0.2 mi. AT. of abandoned camp of U.S. Gores. of Engineers; 80 ft. E. of break of E. bank of Sr_ahapieh River; 8 ft. E. and 2 ft. above the trail; in the ST~° root of the 5~1. tree of double serape treeA; copper nail s~Id rPashex 622.41 Iitzelsdonk Canoe Crossing, 8.5 mi. ~. of; along Clearwater trail; 110 ft. N. of br®ak of 1Q. bank of the Snahapish Ricer; 2 ft. E. and 1 ft. above trait; ire. the ~P. root oi' 12-in. herrr lock tre®; copper nail and washer 589.88 IIuelsdonk Canoe Grassing, 9.3 mi. ~. of; along Clearwater trail; 120 ft. YP. of the break of the ~. bank of SnaY~apish R:~_ver; 25 ft. ~~. and 3 ft. above trail; in th® A3E. root of SO- in,. hezn7.oek tre®; copper nail and usher 568.00 Huelsdonk Canoe Crossing, 10.0 mi.. of; along Cleara~atsr ~brail; on a small island in the Snahapish River, 54 f to YP. of .~ cou~+ break of E, bank of island; 30 ft. E. of break of 'rY. bank of ~-- - isl+~nd. and 6 ft. N. of trail; izi tsp of oanarete past; standard tab~.et stamped "TT B ' ~ 1936 FLESt. 546' 546857 Re~erezi.ae mark, 180 ft. E. of tablet= 80 ft. E. at' br®ak mf 8. bank of Snahapish Rivers 3 ft. Id. and 2 ft. above trail; in the 8. root of 18-in. hemlock tree; copper nail stud washer 54$.89 UNITED ST.ITES DEPARTM`,!:NT OF THE INTERIOR-OEOLOOICAL SURVEY s ••~~16-50382-1 taro ,,....+~, .: -. K ,s, .e ja.„ :.ai. ;-viz:.,: ,~~i:i .,;~, p,~~ ~iR: ti.+~#e~{"...~ez+pi'7:"'n,~t;'1+'wy~kaii'~rh7"T r~ ;! ~kR'~" t,.= ~. ~~ ~ .•n + Peg®2 of S ` .~-~4fy 9-1078.9: • QUAD. Q~`~i~ (~*~4~ ~TATE ~A.S$~~~Oag BY ~S/I'On ~. J@~i!li~071, ALTITLDE r~BOVE 1936 ~TEAN SSA LEVEL L)RDER THTRp ADJ. (Feet) .Books H90S6 ~ x ~ ~ ~ ~ ~ ,~ '• ~ . ~ ~ ~ ~. ~n (1)Huslsdsnk Canoe Crossing, i1.0 mi. SY. of; along Clearwater trail; 1Q ft. S. of th® center of ri£;htrof-ropey for Clearwatsr- Iicoh truok trail; 100 ft. of the S. beak ~d 60 ft. above 3nahapish River; in the N. root s~f 24-ix~.. hemlock tree= coppor ~.il and washer 552.21 gta-lsd~.k C~a.o® Crossing, .12.2 mi. 8~?. of; 70 Pt. ~. of the center iin• and 17 ft. below Clearwater-Hoh truck trail; 80 ft. S~, of S. bank oP Snahapish River; in N. root of 12-in. hern3,ock tree; aopper nail end vrasher 489.37 l~u~eisdonk Canoe Crossing, 12.6 mi. ~~. of; 12.1 mi. ~NE. ofS Clet®r-Hoh truck trail; 90 ft. S. of oenter of oulvert; Z5 i't. 8L. of the center of and 4 ft• abs~re rd.; 15 ft. NE. of 38- of aoz~arete PQSt; standard tabl®t etalnped ~.x3t. agruee tree; in tvp ~ '~ ~ 7 d l9 36 RT.~S'~'. 49 3 49 2.244 f Referena® mark, 163 ft. ~'I. of tablets i5 ft. N. and 2 ft. abav$ the center of Clearwater-Hoh truck trail; in S. root of 60-in. '' sgruoe '6ree; oopper nail and washer 487.52 P C~e~rtiater P.d• , ll.d mi. NS. of; FL~,o~ Clearwatex-Hah truok f trei3,; 0.2 mi. SR'. of Snahapieh River bridg®; 15 #`~. N. of the a+enter of rd.; in S, root of 24-in. h+enlock treat copnear nail axtd vrasher 432.3'3 Cleararats~- P.0. , i0.2 mi. N~. ef; ~.6 ` ft. ~. and 2 ft. above center of Cl~rwater-Hoh truck trail;'30 ft. NW. of 80-in. epruoe tree; in top of concr®te post; standard tablet 8te.a~gaed '~~."~ ~ $ J 1936 ~L~V. 347" 346.818 12ef®rence mark, 233 ft. S'N. of tebl,et; l6 ft. I69T. of the aenter- X~.ne ©f rd.; in 9~. root of 3B-ino spruce trees copper nail grid washer 342. S2 Cle®.rwatar I'.0•, 9.0 mi. BTS. of; a~.ux~` Clearv:~ater-IIoh truok #-rail; 4.2 mi. E. of bri dge over C1.weter River; 30 ft. S. of the cent®rline of rd.; in the ''. root of 18-in. helalock " tree; copper nail and we.sher 242.30 . C 1ee.x~-t,sr P.0. , fi. 9 mf . Nf~:. of; a],on; C 1o~rwa~ter-Hoh truck " tram.; at e, ourve in rd.; 80 ft. ?•1~.; of double Spruce tree; 36 ~d 42~-in in dieua.; on t~. side off' rd.,; 25`~:ft. ~. oP R~. ~ ;.. . ;~k~, eor• pf small tti~rnorxt on E. side of 'rcl.'; 20 ~"t. 1~. of the,. centerline of rd.; is t©p of aoz-srete .past; standard tabl®t st~rnped ~~fi 9 3 1936 350. 35E3$72 Reference mark, 11.0 ft. SAY. of tabl®t; 20 ft. NAT. of oentgr of rd.; ~.xa. ST, root of 12-in. hez~lock tree; copper nail and washer 36165 ~. ,- ~. ~s' }~: UNIfiED PTATES DEPARTI~}EI*TT OF TFi$~INTERIOR-OEOLOOICAL SURV~Y „~ le-8il$b2-1 ovo y {, t ` . .., • ~ Page ~ of ~ /y.~ff -~'~~ .: H-1078-.~ } ' QUAD.. ~ +~~ ~~+~~! STATE ~PPP~-SHIATG'I~~,' BY B~rQ11 ~• JOhxxu~csr~', :ALTITUDE ABOVE ~~~ :MEAN SEA LEVEL ORDER ~'H~RD 1~DJ. ~FCCt~ , Baoks B'TC196 _ . ' (1}Cleeu~atet' P.Q., 7.0 mi. IJ'E. aft ~.~~g Qlearwater-Hoh truck treilj air bend in rd.= 30 ft. ~. of the ~. edge of a sm~7,l tw~a~ _ ovtt op the SE. aide of rd. 18 ft. ld~, and 3 f~t. above center vi' rd.3 3r~ fig. roots oi' ~4-ia. hemlock fires; eopp®r z~gil and masher 30.92 (Carrtinu4d in Dvstruation Island ~uadrangYe ~235~ ,.~ ; ~ _; ~~ 't 7 ~ ~~ . 4, f,l tiNITED STATER DEPART3IENT OF T33E INTERIOR-UEVj.O(]ICAL BUftVEY Ya --sflsaa-i 6P0 s Pa~;B 1 of $ 6~9~ /~ -~~ . . s-IOZx=~. ~y / ^ (}i'AD. NL~x~ (234} S7:4TE ~ABHINGTC~ BY R•B• rS~i@~le, 1936 ALTITIIDE r',BOVE ;`1EAN SEA LEVEL 'ORDER '.i~3RD ADa. Ad~usted~®~evations bas®d on the Sea-Level Feet) Datwrl of 1929 and 1947 Add. Books B 71ci0 ~ABH?NGR,~'frN ~ ~ z_ ~ ~.~ Q~'iT~ ~UAI~RANGLE (Latitude 4?°3047°4St; Longi-~ta~de 124'OO'124'IS') GRAY HARBOR AIvTII JEFr SON f~GRtTIES (2)~'RC~C POINT ON G.S. $IG$~'~AY 101 10.2 F:~II.ES SOUTHEAST OF QUESTS 2dOT3'.i'fT~EST AL011G FIIGH4~AY I01 TO JtRTCTION OF RF~~LLY RAI+~H ROAD T~t~ l~'GF~EAST ALOATG KELLY RAr'OH ROAD TO ALLY RkNCH (DOUBLE RIIPi SPUR. LI36P:} "7t' Z6 19 33" (US G&f~S Line 1) 430.386 R~tere~e mark, 71 ft. StiV. of tablet "Y 2S 1933", 3O f"t. of ranter line of U.S. H~+y. 101E in bas® on Ai. s3,de of I4-in. hem•- loak tree= wire nail and copper vaasher 431.74 Q~eets, 9.E mi. S'~: ot, 1.82 axlli.. E. of het. of Rally Ranch rd. ~aS;th U.S. Hazy. 101; about 40 ft. ~. of e®nter line of hwy.; in be~se ~. aide bf 24-in. cedar snaj ~rire nail and copper Kash.®x 323.99 .. n~ 26 I93'S" (DSC&GS Line 1} 252.604 - j QUleetE, 8.0 mi. SE. of, 0.3$ mi. K. oil jc t. of Kelly Ranch Rd. wath U.v. $wy. 10I; ?0 ft. ~. of COGS $.~A. "2 26 1933"; 38 t`t. N. ~t center line of U.S. Hwy. 10~,; in bas®, SE. side of °t?-ir.. heal®ck tree; wire nail and copper vraehsr 2S4.6T _ Fe~.ly Ranch, 10.0 mi. S1R'. of; 1.3 mi. N. of dot. of '.i.S. Hwy. 1Q~ a.nd Ke13y Ranch Road; 100 ft. R of pct. of Kelly Rancsh Rd. aTZd'rd. to Kittredge Ranch; 55 ft.` FI`'~. of centsrlin® of pally R~a:ch Reid and 12 Pt. s~£. of 4-Pt. h~Ilook tree; top cf concrete goats stax~,dard tablet atamped "7T 16 J 1936 92" 92.053 Rel.'®rence mark, 86 ft. NE. of tablets 21 ft. N. of cen.terl3ne oP Kelly Ranch Road; is root= S. side of -large hemlock tree; va~.re r~.aa5.1 vriih capper washer 92.95 Kelly Razlch, 9.0 Iui. S~. of; 0,3 mi. Tom. of rc?. fark to Greens Sh3.z~le dill on l~T. edge of rd.~ in b$se NE. aide of 5-ft. hemlock trree; wire nail with copper we.sh~ = 118.2$ Kelly Ranch 8.0 ~±~. S'j+. of; 3.3 mi. i?~. of pct. of Kelly Ranch . Rr~~.d and II.S. Hwy. 101E 65 ft. S. of break of S. bank of 2ueets R~~rex'f 68 ft. S~. of the ~. et2d of a small ~rnoden bridge over a ,~, stream; 25 ft. N. of the aexx:'tdr ®f rd.; in top of aonarete p~6tj standard tablet stamped "~ ,].6 J 1936 lO9" 109.789 Reference mark, 200 ft. IMF. of table; 26 ft. N. of center aP ' Kelly Ranch Road' in root 5. silo of Zara heanlock treef ire f.1 with crasher 11804 ,, UNITED BT.iTEB llEPARTbIENT OF TIIE•~INTEAIOE-(IEOLOQICAL SURVEY ie-s93s3-1 arc ~ ""'- ., - -~ - ~ - - .... - - _. .. a _ _ .._ r Page 2 of 3 Q~~~ (?+34) STATE 99A3HZI~'t~20BT BY R.B • St®esle, 1936 ALTITDDE. ABOVF, (iLTAD . ~'IEAN SEA LEVEL ORDER THIRD ADJ. ~ (Feet) gooks B ?100 ~..v s' r ~ ; ~•` ,~ `~- ~ ' (a)K®11y Rartoh, 7.0 mi. ~. of; at car~-e in rd. at top of short aiZeep grade; on N. edge of traveled part of Ke11y Ranch Road; in root, S. side of 30-in. hemlock tree; wire nail emd coppea~ washer 142.06 Belly Ranch, 6.1 mi. SW. of; 35 ft. S. of the break of then 3. k : ~.,,, beak of Queets River; 20 ft. S . of th e c center of r d.; in oonorete poet; standard tablet stamped "TT 1,7 J 1936 13?" 137.252 Refere3nee mark, 225 ft. ~. of table'~3 on N. ®dge of rd.; in root, S. side of 30-in. hearllcak tree; wire nail and copper washex 140.6? Kelly Ranch, 5.0 mi. Ste. of; 0.9 mi. ~. of rd. forl~ to NBed- more Ranch; 1.0 mi. S, of Matheny Creaek bridge; at a laa~ rd. su~mmiti 9 ft. ~G. of venteriine of Re11y Ranch rd.; in root, S. side of 24-in. Hemlock tree; wire nail ax3.d copper washer 211.05 Km~.ly Rauh, 4.5 mi. 8~. of; 80 ft. SKi. of iaterseotion of Kelly R~,ch Road and dr't4earay ~• to camp grp~d; 35 ft. N. of No .end ' ®~' ~. approach to wooden bridge ovver ~+latheny Creek, 25 ft. W. of : -_ oe~ater and 4 ft. '?®Iow the r~.; top of oonareste post; standard tablejt stmnped n~ 18 J 193E '166" 188.488 Refereaae mark, 121 ft. NF. of tablet, 15 ft. W. of centerline m,~ H®11y Ranch Road; in root, SE. ~ide`af 2~in. hemlock tree; ro;~.re3 nail end oopper washer 186.52 - Kelly Ranah, 3.0 mi. S'~f. ofj 1.1 m~. ~. of rd. crossing ~atheny ~-eek; 280 ft. N. of rd. tarossing ~s:e11 orese~c; in NV~. angle ejf Ted. fork N.; in root, on E. side eaf SO-in. hemlock trees .wires .1 cad oopper veasher 184.78 ~~11y Raa.ah, 1.9 mi. SAP. of; 0.4 mi. ~~, from T-rd. N. to J•C. t~ Ranch; 15 ft. NE. of E. edge of small wooden bridge over drain; 10 ft. N.; of c®ntesrline ®f rd. to Kelly Ranch; 5 ft. '~. pf .il trail to the N. ; 3 ft. above they ~ rd. and 22 ft. SV~. ®£ 30- ~~r ~ :~•~Y.,' ~. he~aloek tree; top of conare~te ~o~; standard tablet staanped "TT 19 J 1936 209" 209.001 - RjpFerenoe mark, ?5 ft, NE. of tablet; on N. side of rd.; in ~m•~, , $. side of hemlock tree; wire ~ieail and copper we.sher 21146 ' K~~.ly Ranch, 0.85 mi. S~. of; 0.45 ail. NE. of ~1k Park School= In ft. N, of oeanter of Kelly Ranch Road; in root; S. side 36-inc ha~look tree;_wire nail and oopper washer 237.08 ~~ , ~ UNITED STATES DF.PARTbIENT OF THE INTERIOR-C}EOI.OOIC AL SURVEY t • 16-b51363-1 oPo ~'u.. '~ 10/20/70 /~OirJ ~~ J.3 . WASHINGTON The difference between elevations based on the geodetic level net (SLD) and elevations based on mean lower .low water (MLLW) for each location where the tidal bench marks and the geodetic bench marks of the precise level net have been con- nected by spirit .levels is given below. Bench mark elevations based on the geodetic level net (Ses-Level Datum of 1929) can be obtained by applying the tabular difference to the published elevations above mean lower .low water; subtracting the difference when positive and adding the difference when negative. In the Pacific Northwest region, the present elevations of the geodetic level net are referred to as being based on the, "Sea Level Datum of 1929 through the Pacific Northwest Supplementary Adjustment of 191..7." Index Map SLD-MLLW Number Locality Feet 1 2 4 6 7 8 .10 11 12 11+ 15 17 20 21 30 32 33 31+ 36 37 38 43 45 47 Prindle, Columbia River Washougal, Columbia River . Ellsworth, Columbia River . Vancouver, Columbia River . Knapp (Thornes) Landing, Columbia River . Martin Bluff, Columbia River. . Ka.lama, Columbia River . Stella, Columbia River . Oak Point, Columbia River . Eagle Cliff, Columbia River . Cathlamet, Columbia River . Skamokawa, Columbia River . Altoona, Columbia River . Ilwaco, Columbia River . Fort Canby (C.G. Dock}, Columbia River . Raymond, Wil.lapa River Toke Point, Willapa Bay.. . Point Chehalis and Vicinity, Grays Harbor Bay City, Grays Harbor . Aberdeen, Grays Harbor . Montessano, Chehalis River, Grays Harbor Little Hoquiam River, Grays Harbor . Neah Bay, Strait of Juan de Fuca .. Sekiu, C1a11am Bay, Strait of Juan de Fuca. Crescent bay, Strait of Juan de Fuca .. Port Angeles, Strait...of Juan de Fuca .. .. .. .. .. .. .. .. .. .. _5.3oaf -3.833 _2.l~8~ 1.5803 -1. I03t~ -0.54# -0.29 0.79 1.02 1.323= 1.993 2.153 2.56 3.90 3.12 5.32 4.22 4.72 5.17 5.38 2.76 5.06 4.22 1..12 3.53 3.91 (Over) USCOMM-CGS-DC WASHINGTON ( Cont ~ d) 2 Tndex Map SLD-MLLW Number Locality Feet -.Y- l~ 49 Washington Harbor (entrance channel).... 4.24 50 Gardiner Landing, Port Discovery........ 4.3.1 51 Port Townsend., Admiralty Inlet.......... 4.76 52 Admiralty Head, Admiralty Bay, Whidbey Is. t}.59 • 62 Eort Madison, Bainbridge Island........, 6.20 64 Port Blakely, Puget Sound ............... 6.12 (~ 65 Pleasant Beach, Rich Passage...............: 6.'.16 ~C 67 b8 - Poulsbo, Liberty Bay .................... B 6.55 . remerton, Sinclair Tnlet ............... 6.35 7,z? South Colby - Harper, Yukon Harbor...... 6.25 78 Allyn, Case Inlet ..................:.... 7.58 79 Walkers Landing, Pickering Passage...... 7.84 83 86 Shelton, Oakland Bay ...............:.... O 6.95 89 lympia, Budd Inlet ...................... St i l t 7.73 e . acoom, Puge Sound ................. 6.92 90 92 Tacoma, Commencement Bay................. Duwamish River (8th Avenue S.), South Park 6.41 • 6.00 92A Lockhead Shipyard, Harbor Island........ 6.07 93 94 seattle, Elliot say ..................... 6.33 Portage Bay, Seat t.le .................... -14.1.1~~ `,~ " 95 Leschi Park, Seattle, Lake Washington... -.14..153,-:f 1 96 Edmonds, Puget Sound .................... 5.79 ~ 97 Glendale, Possession Sound, Whidbey Idland 5.85 ~ ~~ 98 Mukilteo, Possession Sound .............. 6.05 99 102 Everett, Possession Sound ............... Coupeville, Penn Cove, Whidbey Ls.land... 6.13 6.15 103 Crescent Harbor, Whidbey Island........, 6.14 104 Polnell Point (1.9 miles east of ), Whidb®y 6.20 Island . •~ 108 La Conner, Swnomish Slough........;... 5.38 109 Swinomish Slough (N. ends Padilla Bay.., 4,55 110 Ala Spit, Whidbey Island, Skagit Bay..., 5.63 111 Dewey, Yokeko Point, Fidalgo Island...... 5,•99 .112 Cornet Bad, Whidbey Island .............. _ 5.44 114 Deception Pass State Park, Fidalgo Island 4.43 115 Burrows Bay, Fidalgo Head, Fidalgo Island 4.37 1.16 Anacortes, Fidalgo Island............,.. 4.42 120 Kanaka Bay, Sam Juan Island ............. 4.27 122 Friday Harbor, San Juan Island.......... 4.42 .123 Argyle, North Bay, San Juan Island...... . 4.27 130 Bellingham ................:.............' 4.49 131 Blaine .................. .~............... 5.26 NOTE: For stations marked with an asterisk (3¢) the difference given is for sea-.level datum of 1929 above Columbia River Datum. For. stations marked with a doubl® ast,e~aks (=.t~) the difference. given. is for sea-level datum of 1929. above Lake Washington and Lake Union Datum. • ~ ~.,;~ .~ :I` y PORT GAMBLE Nt4. QUADRI~NGLE 4,i11SHTNGTON G. W. Moors ~ 7'3 10,29 Port Ludlow T?ock~ 2.3l~ mi. 13. of~ 6.]~ mi. N. of ' .South Point Ferry 33ock to Lofa11~ in NfrTT• cox• o~ triangle of rd• forks 30 ft, SW, of rd, to Port Ludlow 33 ft• E. of rd. to South Point, in concrete , ,~~ post; standard tabl4t stamped ~~7~. GWM X951 139" 139,~-~?" !t 7!~ ~A•93 U.E. 38 ft• N. of rd,s 5,9 ft« higher than hwy.a at center on N, silo of concrete base; chiseled :/ ~ squares painted +~1Lt9.$" ~9~~e-3 ~. 76 11.91 U.E•~ 7Q ft. E, of curve signposts 16 ft. N. of rd•~ ~~ an N~ end of concret© culvert; painted square 79, ~-- ~ 77 12.b2 U.E., center of x-rds~~ at docks on pavement; •' F painted square 21r~' ~. ?7 12.7ft Port- Ludlow ~ldmi,ralty Tnlety 50 ft, E. and ~,~ ft, N, of N~nT. corner of docks 6.t~7 ft. lower than ~c•rd•' in concrete base; U.S•C. & G.S~ standard disk ~f ,~ f,/ stamped ~r5..~9~,rr ~t~~'~_. 1~ 7$ 12.70 Port Ludlow Admira7.ty Tnlet~ BM 3, 1927, standard triangulation station disk set in concrete about ~ .1 f~ ~ ~ _. 3 inches above ground. ~ 21.9?'" ~t 7$ x.2.72 Reference .mark' BM t~• 1927 is. standard reference disk set a,n concrete. Zt is R.M. ], for triangulation station Ludlaw and is about 50 ft. NC~J, of triangulation ~_, ~~ f stat3.vn {BM 3}. 26.3~3- ~'tE~''I~ACES -FIELD E~E~T. LYST DATED DEC . , 22, Y950 ~, ~h g7 Wash. Reprinted October 1961 NOVEMBER 1960 U. S. DEPARTMENT OF COMMERCE COAST AND GEODETIC SURVEY Third-order leveling _, San Juan Island, Washington The field work waa done in May, .June, and Sept. 1950 by a party supervised by C. W. Clark. The adjusted elevations in this list are referred to local mean sea level at Friday Harbor as derived from $ years of automatic gage records from 1934 to 1941, inclusive. For tidal bench marks included in this list, elevations with respect to local. tidal datum planes are available on request to the Director, U. S. Coast 8c Geodetic Survey, Washington 25, D. C. Line 1.--Friday Harbor via Kanaka of Roche Harbor~o 'F-ri Bench Mark Adjusted Elevation Meters Fee Friday Harbor Tidal 1 (1932) 2.316 7.600 CHECK LINE Friday Harbor Tidal 2 (1932) 4.328 14,200 Friday Harbor Tidal 3 (1932) 3.164 10.380. Friday Harbor Tidal 4 (1932} 8.272 27.140 Friday Harbor Tidal 5 (brass.-plug) 7.681_ 25-.200 Friday Harbor Tidal 6 (brags.-plug) 12.311 ~ 40.390 END OF THE CHECK LINE A 237 31.292 102.664 B 237 24.267- 79.616 TBM 5 25.160 8.2.546. c 237 ~ 27.867 81.427 BM 1 (SJC} 24.751 81.204 TBM 6 18.733 - 61.460 TBM 7 36.648 120.239 D 237 12.26fi 40.243 TBM.B~, 23.048 75.617 E 237 13.038 42.776 and-the vicini or Bench Mark Ad usted Elevation Me ers Fee SPUR LINE TO ARGYLE F 237 5.718 18.763 Argyle Tidal 4 (1944) 7.578 24.862 Argyle Tidal 2 (1903) 5.083 16.676 Argyle Tidal 1 (lgo3) 2.198 7.211 END OF THE SPUR LINE TBM l0 54.862 179.993 G 237 65~:1.89 213.874 TnM 11 43.360 142.257 x.237 39.003 127.862 TBM 12 28.503 86,.794 TBM 13 56,214 1:84.429 J 237 ~ 64:458 ~ 211.476 K 237 46.01.7 . 150.974 L 237 27.372 89.803 TBM 17 15.309 50.226 M 237 5.378 17.644 TBM 18 8.912 29.239 ,N-237 Destroyed P 237 ~ 66.714 218.878, Bench Mark Ad usted Elevation Bench Mark Ad,~usted Elevation Meters Fee Me ers ~ A Fee ., ,~ SPUR LINE TO KANAKA BAY W 237 K 237 15.679 39.105 51•~40~ 123.~297~ TBM 22 62.868 206.588 TBM 40 43.937 144.x.50 Kanaka Bay ~ Y 237. 4.8.855 160.2$5. Tidal 1 (1g26) 2.857 9.373 z 237 36.282 llg.o35 Kanaka Bay Tidal ~ (1g44) 2.151 ,;7.057 A 238 32,261 105.843 Kanaka:Bay' TBM 46 37.866 ~ 124.232 Tidal 2 (1926) 2.6~-5 8.678 B 238 52.252 171.x+30 Kanaka Bay C 238 30.740 100.853 Tidal 3 (1926) 2.904 9.528 D 238 39.567 128.813 END OF THE SPUR LINE E 238 64.717 212.326 F 238., 67.978 223.024 ~!.'13M 25 52.010 170.636 TBM 56 60.704 188.160 Q 237 45.558 149.,468 G 238 70.016 228.711 ~~ R X37 ~~, - 72.875 239.og1 TBM 5? 53.600 175.853 TBM 28 56.428 185.134 s 237 32.390 }.106,266 TBM..58 61.112 200.498 - x 23$ 56..068 183.950. TBM 29 28.666 g4.0~-8 J 23.8 42.498 139.~2g T 237 22.goo 75.131 K..238. 45.538: 14g.4o3; "U 237 8o.g18 265.478 TBM 4 ~ ~ 31.459 103.212 V 237 71:128 233.359 A 237 .31.282 102.664.. TBM 35 56.732 186.128 Line 2.--Friday Harbor to X4.6 Mi. S of :Roche Harbor `B 23'T 24.267 79.616 P 238 65.847 216.033 TBM 63 39.699 130.246 Q 238 92.690 304.100 T, 238 44.082 ].44.626 TBM 70 61.843 203..2.25, M 238' 33.28- 109.188 R 238 38.828 .127,.388 N 238 55.287 181.387 TBM 71 46.465 152.E-4~+ TBM 66 48.024 157.559 z 237 36.282 118.035 ~~ R 237 RESET.--6.8 miles southwest along the west side ;road .from the courthouse at Friday Harbor, San Juan County; about 25t7 feet east of a point where the road turns right along the west shore of the island, ~70 feet southwest of a private road leading to the Ben Hannah residence, 52 feet northwest. of the centerline of the west side road, about 40 feet north of a power pole, 6 feet northwest of a white. witness post; and set in a drill-'hole in a rock outcrop. A standard disk, stamped "R 237 RESET' 1956." NOTE.--This bench mark was established and its elevation determined by Charles E. Riggs in December 1856. Elevation: 244.361 feet. 2' DESCRIPTION OF EIENGIt MARK Oasignation H 237 Stale. tTadil+V; ten r.,nnty Snn Jttnn Nun rst town Friday Harbor i au~4y Smx .hmn Distance and dii ar.ri,m in,~., n- ,•a :, at F'T•id«y 14ubor Ch,u arn•r of :n.vk Stvtdard llonch tl^rk Disk Stampim; D 2371950 Established Fv [tSCP.i'S Detail.; 1 i . ri(diea About 1/4 mile northrtent of the eotu•thouaet at the northwest corner of the intersection of Guard St, and Tucker Ave„ 31 foot north of the cant^r11ne of Gttard St.r 32 foot Doer of the contorllno of 'l'ocker Ave r H foot north of the corner of a hedgat 3 feet went of the venter of the bodge, 2 fact south of a ntdte witness post, on the property of Thm•aby Flenmi.ngt and in the top of o 10-loch square aonm•ete post projecting 4 inches, DESCRIPTION OF BENCH MARK Designation T.H,E!, S State Naehingtoa County Son Juan Nearest icwn Frid+rv Harbor County San Juan Distance and dh eabm iron, nramst town nt Frid^y Harbor Character e( mark Chiseled agturro and cross Stamping Nono Established by USCFGS Detailed description About 1/4 mile northwest of the cotu•theuset. near the rotors cotton of Guard St, and Tvekor Ava„ about 150 feet oast of Tucker Avo.t 21 feet north of the centerline of Guard St„ 0.5 foot south of the southwest corner fence post of the property of Dtto~Nelsmr and on top of the concrete sidewalk. DESCRIPTION OF BENCH MARt< Designation C 237 State 19ashington County San Juan Nearest town Friday Barhor County San Jvnn Distance and direction from nearest town at Friday Harbor Character of mark Standard Bench Nark Uisk Stamping C 237 1950 Established by }6CfdS DeLiiled description At Friday Harbert at the San Juan County Courthouaer (at the corner of Court and Seocnci Sts.)r on the southwest side of the southeast eatrttTrae to the Lvildingt in the southwest projootion of the porch floorr B,2 feet southeast of the aoutheest Face of the porch pillar, 0,9 foot northwest of the southeast and of the porch projection and 0.9 feet aouthweat of the northeast Saco of the porch projectfont end cemented in a dY11 hole in concrete. , DESCRIPTION OF BENCH MARK Designation B.1!, 1 (S,J,C,) State Naehiagton County San Jtam Nearest town Friday Harbor County San Juan Uistanca and direction from nearest town at Friday Harbor Character of mark Chiseled agvnro in concrete Stamping None Established by San Juan County Engineer - ., Detailed description At Friday Flarborr at the San Jvan County Courthouses at the oormr of Court and Saoond Sts, in the first atop in the southeast entrance sidewalk to the southeast courthousedoort 3.4 feat north neat of the center of the northwest sidewalk on Court St.t 0,5 ft, eoutimestof the northeast pillar at the entranaer and 2,2 feet aortheaat of the Deafer of the entrance sidowalkt a square ohiaeled in the concrete and brick step. DESCRIPTION OF BENCH MARK Designation T,B,1!, 6 State %sahington County San Jtan Nearest town griday Flar'bor• County San Jttan Distance and direction from nearest town -at Fridpy'Hariwr _ Character of mask Chiseled square sal cross ~ gtampigg None EsL~blished by I6CCC8 Detailed description At Friday Harbert at the southeast corner of the "V" intersection of Spring St, sent Argyle Ave,t 42 foot neat of the centerline of Argyle Ave,t 25 £eet sauthweat of the centerline of Spring St.t 8.S feet northeast of a fire bydrantt 0,3 ft.north of afenoe ¢nd the south edge of the aideTralkr 6.1 feet southwest of the tvrbline and 7.6 feet northeast of a road sign evpport polo on which stenciled "16BfiP'r sequare and Grose. chiseled in the sidewalk. DESCRIPTION OF BENCH MARK Designation T.H.N, 7 State %ashington County San Jtvrtt NearesltownFrldgv Narixa•. County San Juan bistance and direction Irom newest town 0,5 mile southeast of eaurthouse Character of mark Log screw - Stamping Nam Established by IG(:RGS Detailed description At the southern extrenity of the form of Friday Harbert about 0,3 mile south of the main atreett et the northeast corner of Argyle Ave, and Grover St.r 37 feet east of the centerline of Argyle Ave,t 54 feat north of the centerlim of Grover St,t in a vacant loft about 6 feet higher then street levels on a flat spoE cut in the west root of a 15-inch Sir tree. DESCRIPTION OF BENCH MARK Designation D 237 State %nshington County San Jvaa Nearost town Friday Harbor County San Juan Distance and direction from nearest town 1.0 mile south of ernn•thovae Character of mark Standard Benoh Nark Diek Stamping D 237 1950 Established by 1SClCS Detailed description Attout 1.0 mile south along the Cottle Point road from the courthouse at Friday }iarbort at the junction of the Tura Point raadr 26 foot west of the center- line of Cattle Point roadr 7 foot north of the extension westward of the conterlim of Turn Point rmdt H feet west of a fencer 4 feet south of a fencer 3.5 feet south- eaet of a white witnene pmts and set in the top of a 10-inch square aoncreto pmt projecting 4 inches, DESCRIPTION OF BENCH MARK Designation T,D.N, S State ilaehino-ton County gap Jumt Nearest town Frl lay }farbor CountYSan Juan Distance, and Direction kom nearest town 1.3 tulles south of wrrthouse Character of rr,arY. High point of boulder Stamping None EslablisheJLy. U.S,C,& G.S. -0etailyd Ac^,criptin^ About 1.3 tulles smith olon~• the Cattle Point road from the courthouse at Friday }ksrbort about 150 feet south ofpolnt where raid turns from west to southt in the jard in front of the A.V. F7.otniM ronidance, at the south si.do of the entrance pater 23 foot west of the centerline of the road, and on n lone boulder nbowt. 3 foot hiCh. DESCRIPTION OF BENCH MARK Designation - E 237 Stairs %enhirgton Cnunty Snn Juun Nearest town Friday Herber Cnunty Sae Juen Distance and direction from neamst lawn 1,7 miles south of courthouse Character of mark Standard Denote Nark DSak Stamping' E 237 1950 EstaF.tishcd ty. iT,C&f.S - Dntailr•Llescriptien About 1,7 miles nrnrth aloe}; the Cnttlc Feint road from tha coux•thrntne at Frldny fiarbort at rho junction of the read leodiry! mat to the old Aipy1.o.Stoamboat %h^rft 25 Sent wmt of the centarllnn of Cattle 1'o7nt raxdt 26 L'not north oP the extemion westward of the centerl.ino of rho road londity; stuff 4 foot coot qt a w}xito wftmas pmts and cemented in a dr511 hole in outrrol~,ing bedrock, DESSCRIPTION OF BENCH MARK Dcsi(piaGmr F 237 - Sh!c 'fluottington Cnunty Snn JuaTt Plcarest town F'TddnyHarbor Cnunty Snn Juan Dir.tam:c and dirccion teem norm-.t tr,wn 1,9 m11on south of courthouse Chnrm:n~r of .mu4 Stnrdatd Donate IAarY, D7.nk Slampinn, F 2371950 w Established Lr USC£dS Detah•d cUsrr;ptimr Atwut 1,7 miles south along rho Cattle Point sold from the oota7rt.. -. how^o nt }Mday}tarborr thence ¢bout 0.2 silo coat along rho road leading to the Old' Argyle Stonmbont Yfharfr at Argyle, at the junction of a private road loading south to the 7lnrry A, fyilke rosidoncet at the northe+eot corner of an orohardr 16 feet south oP ~t rho contorlina of the road lending erstt 15 foot sect of Lho centerline of the prlvata roads 4.5 foot couthwost of the northrroat corner of a fence nrourd the - . orcluudt 1,5 foot northwest of n wlsite witness poet,and net in the top of a 10.1nch equnro eonarete poet projecting 4 inohea, v. s. .. or,~..m, ..,.r rnnTn«nTmcoaMRnns -RECOVERY NOTE,BENCH MARK R °„Iv •ry,Aipyloa UcsignaGon Tidal IIoneh Nnrk /„ 1944 State %aelxington County - gays Jan N Barest tmwi Friday Harbor County San Jvan Distance and direction fromneanst town 2,0 miles south of courthouse Character of mark Standard Donoh Inrk DSak Stamping •4 1944 Fsrablished by USCCSS Present condition Good Detailed report About 1,7 miles south along the Cattle Point road fromthe courthouse at Friday Harbor, thence about 0,3 mile oast story; the road leading to the old Argyle Steamboat %tlarft at Argglet on the property of Harry %llkar southeast of the nxd warehouser 90 feat Deaf of the dwallingt on the highest point of the hilh and set 1n the top of the southeast corner of the concrete tease of a flagpole, pcrenrne"T or Geer NRp as " °o^;~°•^^^° ° ` RECOVERY NOTE, BENCH MARK R Argyle - Designation Tidal Bench Nark 2 1903 State %ashington -County San Juan Nearest town Friday Harbor County San Juan Distance and direction from nearest town 2,0 miles -south of aourthouae Character of mark Croce in rook Stamping None Established by IhC&CB Present cm~dition poor Detailed report About 1,7 miles south along the Cattle Point roadfrom the courthouse at Friday Harbert thence sheet 0,3 mile east along the load leadimg to the old Argyle Steamboat %h+u'fr at Argyles. on the property of Harry %31};sr on the northeast - Saco of the F.ighest rock outcrop oa the point southeast of the old warehouser about 130 Yeet east of the old warehouser 67 feet north of a flagpoles about 2 1/2 feet loner than the highest point of the rock, a cross cut into the.vertiaai face of the bedrock. ~ - Thfa is a poor bench mark as there is ao definite mark of evrf¢ce on which to hold a rod, oEg ~MBHT or eaAfNRR06 s°"•° RECOVERY NOTE, BENCH MARK .~~yle R Designation Tidal Bench Nark It 1903 State Nsahipgton County San Juan Nearest town Friday tfarbor .County San Juan Distance and direction from nearest town 2.0 miles. south. of eourthouae - Character of mark Cross and drill hole Stamping .Nona Established by NS(:Sd'iS - present condition PoC. - ' Detailed report About 1.7 mtlee south elong the Cattle Point road from the courthouse. at FridayHarlror•t thence about 0.3 mSle east along the roadlaading to the old Argyle Steambmt iDraz•ft at Argyl.et on the property.of Harry %ilkst 52 feet east of the northeast oormr of rho old warehouser now used as a garages 3 feet south of the proloryation of the north face of the warehouser on the northfaca of aportlon of projeoting hod rock about one Yoot south of the high hater liner ncroas with aone- inch drill hole in the contort cut at an angle into the face of the rook, This isa poor bee}tah mark es._there is no definite mark or etafacs on which to hold a rod, DESCRIPTION OF BENCH MARK Designatbn T,B,N, 10 State %eshitrgton County San Juam Nearest Mwn Friday Harbor County Snn Joan Distance and direction from nearest town 2,5 miles south o£ the courthouse Charecter of mark High point of rock Stamping None Established by USC&GS Detailed description About 2,5 miles south along the Cattle Feint road from the courthouse at Friday flarbort alsbht 600 foot east of the .junction of the road leading northwest . fYom a right angle turn to the cemeteryr Sm front of the residence of G,E, iloodxardr 24 feet north of the centerline of the rmdt SS feet Brest of the foot gate entrance to the yards 10 feet south of the west gate pmt at n drive into the yards 15 1/2 feet east northeast of the corner of a field fence nt an offsets the highest point of a rock outcrop about 3 inches above the aurfaco. DESCRIPTION OF BENCH MARK Designation G 237 State %ashingtoa County San Juan Nearest town Friday Harbor County San June Distance and direction from dearest town 2,6 miles south of courthouse Character of mark Standard Deneh stark Disk Stamping G 237 1950 Established by IliCBGS Detailed description About 2.6 tulles south alone the Cattle Point rmd from the courthouse at Friday Harbor, at a turn from wmt to south, at the Y-junction-of a road leading northwest to the cem:etaryt 65 feet north of rho centerline of Cottle Point rcedr 41 foot northmst of the oonterline of the-road loading northeast, on the property of Bill Duchnnanr 48 feet eesE of the yard fencer 2B feet southeast of.a rmk outcrop, 3 Sect ooutheaat of a white witness pmts and set in top of an 8-inch conoreto pipe filled with cencroto and projecting 6 Jnches. DESCRIPTION OF BENCH MARK Designation T,H,N, ll State %aahington County gap Juan Nearest town Friday }Inrbor County San Juan Distance and direction from nearest town 3,2 tA.7.es south of courthouse Character of mark Chiseled square Stamping Mono Established by ASCC~" _ Detailed description About 3.2 miles south along the Cattle Point road from the eoru•thovse at Friday }Isrbcrt about fi00 foot south of n lwnd yi t7fo rand oral a crossrmdt 27 foot want of the ceutorlinr. of Cattle Point rc•adt 1 foot east of a tencur mid on top of an Sy12.~r 4-foot boulder. Reprinted October 1961 „LP~R.rArtNf ar eaMM ;;nR R g] ;lash. January 15r 1951 "'" °u°iM1; RECOVERY NOTE, BENCH MARK "~e~day Rurbw - UtJITLD STATE: COf1iT AP(D G:sOllFTIC DUHVEY _ Deslgnatio, Tidal Desch ?dark 2 State Waehirrgton County ben Juan Third-order leveling Nearest town Friday I{arUor Cow,tY San Juan w Oiatance and direction from nearest Inwn 1.6 mites north oY eourthova0 Character nl mark Staneku•d Tidal Benoh Nark Disk Stamping NO 2 1932 u^ttlf Juan Islald, -,Yaahiltrton Established by USCBdiS Tt[e field work Sues done in Liay, June, and SeptomUor 1950 by a Presentcondiuon Ocod - party in. 0]fargo of O,vl. Cl ork. - Detailed report Reowerod as desoribed in "TIDAL DENC{I N9RI(S Friday Harbor, Bea Jvaa Islands Rashington" dated 9/30/46. ~ - - About 0.6 mile aorthweat along the Roche fterbw road from the aourthame at - Priday Ilnrborr thence 0,7 mile north and east along the rend leading to the Univer- - ` - ~ - -. - ~ sity of Washington Oceanographic Lsboratwiee to the dining hall, thence about O,j - mile through laboratory grwnde to Cantilwer Pierr 9 feat south of the shore end _ Izs°to' 0 1z3 os' - tza°oo' - 01' the pier, 21 feet northwest of the high rater line, and cemented in a drill 4ola RtlCHE HARBOR in a rock outcrop, - MILEa - - ~-~~, DRgA~TMFNTaPCOMdrpe; R a ~ i o t, 2 s 4 e " ° ~ ` ° •` RECOVERY NOTE, BENCH MARK ~ t - as°3s' F`r~d4v Harbor - 49°as' ,1 11 - Designer Tidal Bench Mark 3 State Wastdneton County g~ J"pn ~ l~ Nearest town Friday Ilarbw County San Juan - ~ •~ - -- ~ ~ Distance and direction tram nearest town 1,5 miles north of aota•thovae - r-~ L j ~ - Character of mark Staxlard Tidal Bertoh Mark Diak - Stamping p0 3 1932 ~ \ \\ ~ Established by USf:Bd'S ~ ~ `L "~ Present condition Good - ~ ~~~ ~, 1 - - Detailed report Reewerod sa described in "TIDAL BElICII EtARI(S Friday Harbor, Sen Jrleu Is- i ~~..~^ ~ __ '~ ~ _ land, Washington" dated 9/30/46. P - .2 i~~p FRIDAY HAR80R About 0,6 mf].o northwest along the Roshe Harbor road from the cotirthouee at ll~ ~ Friday Harbwr-thence atwut 0,7 mile north and seat along the road leading to the . Ihdversity of Woshington Oceanographic Laboratories to the. dining hell, thence about ,~ f~ -. 0.2 mile through laboratory grounds, about 120 yards west of Cantilwer Pierr about t ~- - 80 yards seat of the Phyeica Laboratory (Building No. 6), on a smell rocky poiatr - - ~-~1 18 feet back from the high mater liner 40 teat south of a trail, sad cemented in a 4e°ao' '`~~ `~.r~ ~: --~ i 4e°sa' - drill hale 1n rock outcr~p.- 1~ ~' ; DLeA~TMt nr aMa~A,s R b ( r u °..~ RECOVERY NOTE, BENCH MARK KANAKA BAY L.. T} ~ ~°rl.dgY ??~'bor Designation Tidal Btaneh Mark 4 State Rasttingtoa County San Juan - _ ~ Nearest town Friday ltarbw County Sea Juan - IYa°la' - t23°05' 1Y3°00' Distance and direction fromnearest town 1,4 miles north of 0o1a'thaa8a Character of mark Standard Tidal Hench Mark Diak Stampinp NO 4 1932 . - - d b USCd'SS - - - Line 1.--_ I''r_iday harbor via l:anaka Bev and the viciniY.y - ~ ~oeTe: I[arbor to .'rf dev }tnrbor v:4 cu.M.::' o os ap°.+.k~ a~a::e - RECOVERY NOTE. BENCH MARK R P~miiay~4Y ~,~, Designation ITIi'dal BeachMark 7. State Raeliagton -County San. Juan - Nearest town Friday }iarbor County San Juan Distance and direction from nearest town 1.6 miles north Of ootahhovse - Charactar of mark Standard Triangulation Statiw Disk Stamping FRIDAY 1894 1940 Establishedby WCfSAS - present condition Goad Detailed report The bench mark was recovered ea described in "TIDAL BP17CFi MARIE Friday HarlwrP Sao Jtmn Island, Washington" and in "Descriptions of Tr~,t arias Stations Saa Juan Islander Washington" No. 743 r. Page ll. Hither desoription la adequate. P?OT.IPTCL[IDsB I'.7 Tf11';,~];IR:LIi?G 8F^1930 ntTAxxMtasoe coMMetat RECOVERY NOTE, BENCH MARK - R v. a ~ .~"P ar°°.." a°,.w °T Harbor Designation. Tidal Bench hark 9 State Pfashingtoa County San Jvaa. Nearest town Friday Harbor County San Jwra Distance and direction from nearest town 1,6 testae north of Courthouse Character of mark Stasdatd Referaace T'ark disk Stamping FRIDA% 1894 1940 2 Established by USGP£.S present condition Good - - Detailed report The bench mark was reewered ae described is "TIDAL BF21CH EIARKS Friday Harbor, San Juan Ialandar Washington" and in "Descriptions of Triangulation Stntioaer San Jvan Islander Rashington"r No. 743, Page ll. 7Sther description is adequate, 110T IP?CLUDLrD IP'. TfT ~ I..~L?'?G -OF 1450 DtPARTMtNT OP CCMMRRCt. RECOVERY NOTE, BENCH MARK R u,.a co.~,N.°° nmr~" sy..,. Tl~y Harlxar Count besignation Tidal Bench Mark 8 State Washington y San Jvea Nearest sown Friday Harbor County San Juan Dlstanca sad direction from nearest town 1.6 miles north of eourthos mDi"g FRIDAY 1894 1940 1 Character of mark -9tanrlasd Reference Mark disk Established by LSCP6S present condition Good - Detailed report Tha bunch mark was recovered as described in "TIDAL BIIaCH E?ARfii Frlday~ Harbert San Jvan Islands, Nashington" and ie 'll sa~~er deacriptiiaon istadequate~o~r San Jvea Islander Wnshingtori"a No. 743r Pag PLOT IIICLUDSB It? TIC I.?'•TIIS?,IP'.G ~r _i95 D"PARTM-.NT aI WMMP.aCt RECOVERY -NOTE, BENCH MARK R r. a co. ~.° o sa..,r ~r~'~Y Harbor - }7esignation T1 Bench Narkl State Washington County San Jvea - Nearesitown Friday Harbor County San Juan Distance and direction fmm nearest town 1.6 miles north of eotathouse Character of marl; Stsnr]az'd Tidal Bench Mark Diak Stamping 1 1932 Established by USCA6fl present condition Oood Detailed repoA Reewsrod ea described in "TIDAL B]TICIi EtARt(S Friday }lathery Sea Juan Islands Washington" dated 9/30/46, - About 0,6 mile aorthweat alone, the ftoehe Hnrbar road from the eourthouao at ~. Fridge FLLrborr thence abort 0,7 mite north and seat along the road loading to rho University of Washington Oceanographic Laboratories to the dining belly thence about 0,3 mite throvghlabaratory. grounds to CantSlwer Pier, cemented in a drill hole in the top of-the concrete abutment of Cantilever Pierr abort 2 inches south of the upright poet, Estabhshe y _ Presentcondiuon Good Detailed report Recovered as described in "TIDAL HRNCH A:ARIf3 Friday Harbor, San Jvan Island, Rentdngton" dated 9/30/46. About 0.6 mile north along the Roche Harbor road from the courthouse at Friday Harbert thence about 0,7 mile north and east along the road leading to the Univer- sity of 9(nshington Oceanographic Laboratories to the dining bell, thence shout 0,1 mile through laboratory grounds, 140 feet nest of the southwest corner of the Phyaios Laboratory (DUilding No. 6)r 2l feet south of a line pro,jooted throu,h the south face of the bvilding, 58 feet north of rho high raster line, oa a }3gh rocky shoulder, and cemented in a drill hole in rock outcrop. PARTSreNT or coiaMeaoa RECOVERY NOTE, BENCH MARK R v: a co ~ are°."s ev,..r Friday 1larbor Designation T1da1 Bench Iderk 5 State WaeMngtoa County San Jitaa Nearest sown Friday }lesbar County San Juan -0istance and direction from nearest town ]„ 3 miles north of coorthovae Character of mark Top of 3/4-inch diameter brass plug- Stamping: 5 Established by ~ - - Present condition Good - Detailed report About 0,6 mile northwest .along the Roshe Harbor road from the omathon4e -at Priday t(arborr thence about 0,7 mile north and east along the toed leading to the University of Rashington OoeanographiaLaboratories to the dining hell about 175 feet so~rth of the dining batty about 40 feet northeast of the eoutheae~ Dorset of the library, 50 feet aorthweat of the northeast corner at Laboratory No. 4r and set is a drill hole in rock outorop. The brass plug 18 inscribed with an ngn. on top and stamped-"5". ,vE~ ~o nt~,T oP aoM.gRa°ea RECOVERY NOTE, BENCH MARK R r`°"° °~r' J.day Rarbor Designation Tidal Bench E?ark 6 State Washington County San Juan Nearest town Frldey harbor County San Juan Distance and direction from nearest town 1.3 miles north of courthouse Character of mark Top of 3/4-inch diameter brass plug Stamping 6 Established by Present condition Good Detailed report About 0,6 mile aorttmeet along the Roshe Harbor road from the eom•thouse at Friday Harbor, thence abort 0.7 mile north and east along the road leading to the Univeralty of Washington Oceanographic Laboratories to the dining halls an the lams south of the dining bnllr 15 feet south of the mid point of the veranda, 28 feat northeast of a gravel stalky and set 1n a drill hole in a depression in rock outcrop flush pith the atntace. The brass plug is inscribed frith ao "X" on top avd stamped "6". DESCRIPTION OF BENCH MARK Designation T,D.N. 1 Store Washington County Saa Juan Nearest town Friday Harbor - County San Juan Distance and direction from nearest town 0,9 mile north of eorathotree Character of mark Cbleeled equate and Dross Stamping Rona Established by - CCC&6S Detailed description About 0.6 mils northwest along the Roche Harbor road from the eourt~ house at Friday Itarborr thence about 0,3 mile north aid east along the road leading to the University of }'lashington Oceanographic Labot~toriesr about O,L, mile rest of the dining hall at the laboratories, in top of the south concrete headwall of a cul- vert, 9.6 feet south of the center line of the toady and 1.6 feet rest of the seat end of the hmdwell. DESCRIPTION OF BENCH MARK- Designation p 237 Starr Rashington County San Jrten Nemrost town Friday Flarbor County San Juan _ Distance and direction from nearest town 0.6 mile northwest of courthouse Charactnr n( mark Standard Dsneb Mnrk Disk Stamping A 237 1950 Established by 1SSCfd'S Detailed description About 0,6 nLilo northwest along rho Roche ftartwr road (Tucker Ave,) from the courthouro at Friday Hartwrr at the junction of the road loading to the University of 8asldngton OceanoCraphic Lnbaratorios, inside rho small angle of the Y-junction, 33 foot northwest of the eonterline of the Roche Harbor toady 22 feet west of rho emitorlino of rho road loading to the lnboratoriea, 25.2 feet southeast of the southwest corner and 20,7 foot south of the southwest corner of a fence around a transfm-r..er, 3 feet southeast of a white witness post, and Sn the top of an 8-inch concrwto pipe filled with concrots and projeoting 3 inches, T,D,N,4 (nee description thnroof) is 25 feat northeast of tlds bunch mark, C-22M1g DESCRIPTION OF BENCH MARK ~esignajinn N 237 State i'7mhlrtF;ton county San Juan ,Nearest town Frldap Harbor County .Sun Jtutn - Distance and direcGoo Irom nearest town 3.8 mhos south of eotu•thouae- Charactm-of mark Standard Donch itnrk Dink Slany,ing H 237 1950 ~~ Established by IFiCAGS Detailed description About 3.8 miles south alotq; the Cattle Point road from the courthouse at Friday' Harbor, at,out 500 foot nouth of a large rock outcrop on the east lido of the road, about 150 feet north of a private road lording poet to the Paul Olson forme ~ 27 foot seat of the centa33ne of tJte road, 2 1/2fent west of a fence, 1 1/2 feat-. south oT a white witness pool, and set in top of an 8-inch ca,crote pipe filled with concrete and projecting b inohm, DESCRIPTION OF BENCH MAI4K Designation T,D,N. 12 State Washington County .San Jaen Nearest town Friday Harbor County San Jtrm Dieter ~e and dhecUon Irma nearnst town 4.0 mites south of eo~u•thauna Character v! mark .Lag enrotr St.unpiRe None Established by tL"CSfS Detailed description pbout 4,0 miles south along the Cattle Point road from the enurthousa at Friday HarMr, alwut 2'70 feet south of a small etrmm, 37 foot roost of the center- line of the road, 15 feat northwest of a pate post, en a flat spot cut in the north root of a ~-inch fir tree, - DESCRIPTION OF BENCH MARK Designation T,D,i1. 13 State Washington County San Juan Nearest town Friday Harbor County Son Juan Distance and direction from nearest town 4.3 miles south of courthouse Character of mark Chiseled square Stamping N000 Established by IISGFSS Detailed description About 4.3 miles south alortg the Cattle Point road from the courthouse et Friday Harbor,.at the junction of a cotmty read leading west and a private send leading east, 27 feet east of the centerline of Cattle Point road, 9 feet north of the aaaterline of the private road, about the same elevation as the road, on top of a granite rock, - DESCRIPTION OF BENCH MARK Designation J 237 State flaehington County Ban Joan Nearest town Friday Harbor County Son Juan Distance and direction from n crest town 4.6 miles south of Courthouse Character of mask Standard bench mark disk Stamping J 237 195E Established by U.S,C,& G.S, Detailed description About 4.6 miles south along the Cattle Point road from the courthouse 'st h'iday harbor, about 150 feet south of the T-juneticn of the False Bay toed leading vests 28feet nest of the centerline oftheCattle Point read, 40 feet north of a potter pale, 2 feet east of a fencer 2 1/2 feet north oC a white xitnesa poet, oral set in the top of an 8-inch concrete pipe filled with concrete and projecting 3 inches, DESCRIPTION OF BENCH MARK Designation $237 State Washington County San Juan Newest town Friday Harbor County San Joan Distance and direction from nearest town 5.5 miles southwest of courthouse Character of mark Standard bench mark disk Stamping $ 237 1950 Established by U.S,C,& G.S, -- Detailed description About 4.6 miles south along the Cattle Point toed from the courthouse at Fritlev Harbor, thence about 0,9 mile weal along the Palae Bay road, at the south end of a 1/4-mile jog inhhe road, outside the curve in the ttazt of the road, ll~feet northwest of the intersection of the extended centerlines of the road, 12 foot east of a boulder, 2 feet northwest of s white witness-poets'end set do the top of as 8-inch concrete plye filled with oonerete and flush with the. grouttl, _ DESCRIPTION OF BENCH MARK Designation L 237 State Washington County San Juan Nearest town Friday Harbor County San Juan Distance and direction from nearest town 6.3 miles southnesb of courthouse Character of mark Standard bench mark disk Stamping L_ 2371950 Established by U.S.C.& G.S, Detailed description About 4,6 miles south along the Cattle Point road from the courthouse ' at Friday Harbor, thence about 1.7 miles rest along the False Ray Toady at a right angle t,arm to the right, at the entrance to itarvlsta Resort om the southwest aide of the turn, about on the extension of the centerline of the east-west portion of the road and 26 feet xest of the extension of the north-south portion, 18 feet north of the northwest gate post, 7 foot north of a fence corner, 2 1/2 feet north of's nhite wit- aesa post, and set in the top of an 8-inch concrete pipe filled with concrete and pro- jecting 4 inches, DESCRIPTION OF BENCH MARK Designation T.B,tI, 17 State iashington County San Juart Nearest town Friday Harbor County San Juan Distance and direction from nearest town 6.8 miles southwest of courthouse Character of mark Lag BDrew Stamping Nave Established by U.S,C, & G.S. - Detailed description About 4.6 miles south along the Cattle Point road from the courthouse at Friday Harbor, thonce about 2.2 miles west anJ north along the Fnlae Bay road, about 0.6 retie north of the entrance to tiarviata Resort, about 325 foot north of the junction of a rend leading east, at the south end of a clearing on the nest aideof. the road, 25 feet nest of the centerline _oF thoroad, 14 foot west of a power lino gtyy pole, and Sn the east root of a 30-inch fir true, - DESCRIPTION OF BENCH MARK Designation fd 237 State Rashington County San Juan Nearest town prlday harbor County Snn Junn Distance and direction Irom nearest town 7.3 miles southwest oC courthouse Character of mark Starvlnrd bench mark disk ~ Stamping M 237 1950 Established by B.S,G.& G,S, Detailed descrinGnn About /,.6 miles south along the Cattle Point rosd from the courthouse at Friday f{nrborr thence about 7.,7 miles weer and north along the Fame Rny rood, at point where rmd turns north away from False Dayr 82 feet north of the bluff lino of the bay shore at about center of the hand of the bay, on the oxtonsion of the center- line of the rend to the mat, 26 feet neat of the conterlino of the road to thcnorth, 1 1/2 feet met of n white witnnas goofy and oat in the top of an 8-inch concroto pips f111edwlth. concroto anrl~projecting 4 inohos. DESCRIPTION OF BENCH MARK Uesignaliun 1',D.IJ, 18 State Washington County San J»an NoRrest town Friday Ilorbor County San Juan Disl.u nJ dim,tion Irvi eel Inwn 7.8 mhos southwest of courthouse G~practnr of mark high pointy on boulder Stamping Nona Established by U.S.C, & G.S, ~ - - Detailxl dvsnriyhort About 4.6 miler south story; the Cattle Point road From the courthotaye at Yrdday 14rrlwr, thence about 3.2 miles nest and north along the False. Bay road, about 1/4 mile south of a road junetlonr 32 feat north of the private drive tothe - I, Stneks roaidenrer 13 footoast of the centerline of the road, betxeen the road and the right-of-wav fence, the highest point of a granite boulder. - ~ DESCRIPTION OF BENCH MARK Designation N 237 State Washington County Sam Juan Nearest town Frldey Harbor County San Juan Uistance and Junction ham nearest town 8,1 mlloa aovthweat of courthouse Character vl mark Standard bench mark disk Stamping N 237 1950 Established by N.$,D,& C,S. Detailed deer ipGon About 4.6 miles south along the-Cattle Point road trap the courthouse at Friday 1larbor, thence about 3.5 miles pest and north along the False Bay road, at the junction of the vest side road, 18 feet north of the centerline of the rest Bide - rond, 5 feet ,xast of the extension nort'snard of the center] inn of False Bay road, 1 1/2 feet east of a road sign poet, 1 1/2 feet sout}r of a gate poser curd set Sn the top of an 8-inch concrete pipe filled nlth conereto and flush with the surface, Note: This bench mark is also about 4.2 tattoo southwest by rend from Friday Harbor. DESCRIPTION OF BENCH MARK Designation P 237 - State flaehington County San Juan Nearest [awn Friday Harbor County San Juan Distance and direction from nearest town 9,1 miles southwest of courthouse Character pl mark Stardrard bench mark disk Stamping p 237 1950 Established by U.S,C,& G,S. Detailed description About 4.6 miles south along the Cattle Point road from the courthouse at Friday Harbor, thence about 3.5 miles west and north along the False Bay road, thence about 1,0 mile west along, the west side road, et the top of s long hill, 125 feat east of the junction of a private road leading south to ICanaka Bay, 34 feet south of the centerline of the neat aide road, 9feet south of a fencer 13 feet north of a saa21 oak tree, on the highest point ofe rock outcrop, and Demented in a drill hole im the rock, DESCRIPTION OF BENCH MARK Designation T,D,k1, 22 State Waslington County San Juan Nearest town Friday ]]arbor County San Juaa Distance and dbection from nearest town 9.3 miles soutlmost of courthouse Ch, ratter of mark Lag screw Stamping Nono Established 6y U,S,C ,B G,S. Detailed description About 4.6 miles south along the Cattle Point road from the eourthouae at ridny Harbor, thence about 3.5 miles nest. acrd north along the False Bay road, thence about 1,0 mile Weat 8lont: tuft west aide roach thence about 0.2 mile south along s private road leading to $nnnka Bay acrd the Lassen farm, 128 feet south aC a grater 12 feet west of the centerlineof the toed, amt in theeast root of a lone fir tree. T Or eoMMeRCR w~ ve&~°~,"~nd„~'"'°^°`° RECOVERY NOTE, BENCH MARK K ISenalot BAY Tidal Designation Hunch Nark 1, 1926 State Washington County Sea Jtaem Nearest town Friday Flarbor County San Juea Distance and dhection from nearest town 10,3 tattoo eouthxeat of eotathous0 Character of mark Standard disk ~ - -Stamping 1 1926 Established by U,S,C,& G.S, Present condition Good Detailed report About 4.6 miles south along the Cattle Point road from the courthouse at Priddy Harbor, thence ahcut 3.5 miles west and north along the False Bay road, thence about 1,0 mile west along the west aide ready thence about 1,2 miles south along a rpivate road, at 1Satvt)os Bay, on the north point of a large roc}kv headlnrxi projectirg aouthwoaterly into the Day, inshore from the ruins of a pier, 59 fret xeat of the northeast gable of an al,ardoned store, 56 feet southwest of a power line pole with a smell transformer, 33 feet south southeast of the south gable of a smell shed, on a rocky ledge about 6 feet above high watery and set in a drill hale in the rock, nTMRnm nr naM se. FR R °R&OO^;.J;,o RECOVERY PJOTE, BENCH MARK snake Bay Tidal Designation .Bench Eiark 4, 1944 State Washington County San Juan Nearest town Friday FGrrbor County San Juan ' Distance and direction from nearest town 10.3 miles southwest of courthouse Character of mark Standard disk Stamping 4 1944 Established by U.S,C,& G.S, - Present condition Goad Detailed report About 4.6 reties south along the Cattle Point road from the courthouse at Friday Harbors thence abort 3.5 miles west and earth along the False Hay road, thence about 1.0 mile pest along the west side road, thence about 1.2 miles south along a private road, at Nuxnaka Bay, on the north point o£ a large rocky headlerrd projecting southwesterly into the bsy, 67 feet north northwest of the northeast gable of an ahemioned store, 21 feet north of a power line pale with s email ti.9ne- formers 10 feet southeast of the northeast gable of an aMndoaed sheds an the highest -point of a bare rock ledge, and set in a crevice in the rock, uR nnTMnsT no coMMener. R ° a °"^°;,;"" "`"";"` "'°°° RECOVERY NOTE, BENCH MARK ~~ 1(nrurlrn Bay Tidal Designation IIaneh Nnrk 2 1926 State Washington County San Juan Nearest town Friday 41ar1•ior County San Juna Distance and direction Irma nearest town 10,3 mites southwest of cottrthmrse Character of mark Standard disk .Stamping 2 1926 Established by U,S.C,& G,S, Present condition Goad Detailed report About 4.6 tulles south alarg the Cattle Point road from the eourthmuse at Friday Nnrbor, thonce abrntt 3.5 miles west and north nlo»C the False Uey rood, thonce-about 1.0 mile cost nl oar, the nest aide read,thence about 1,2 miles south along a private rend, at I(rnnk:r Bny, on the north point of a larfo rocky hoadlatd projecting aout}mmterly into the bay, 68 foot south of the southwest gntxlo of an abandoned stars, 56 Toet. west of nn old brick, faundntion, 165 feet south of Tidal Bunch Stark 1, on a rock ledge about 6 feet above high water, and set in a drill hNe in the rock, ~' Jul. 1959 rpt: Destroyed, 4 ~ ~aao _ I., re ,." p DESCRIPTION OF BENCH MARK RECOVERY NOTE, BENCHMARK i~. Mtutkn Bnv Tidal Designation U 237 Stda Wanhiry•ton County Snn Juan Designat on Deuch 15ark 3, 1926 State Y;nah7.rurton Coauiy Sun Juan Nea e:l town Roche Hurbor C , ty 3an Jwm Nearesttown Friday }Inrbor County San Junn UistanceanJ direction bmn nearest town 9.3 mLlea south Distance ant Jirectiun bom neaiesl town 10.3 miles aouthaest of ernirthoture Character al mark Siarv]nrd bench mark disk - Slarnpiny U 237 1950 _ Character of mark uu"tandard disk Stooping Anna Established by U.S.C.& G,S, - Established by U.S.C.& G,S, DomileJ description Alwut 1.7 miles routhoest along the Friday-!{arbor road fromRoehe - - Finaent condition Good llm~bor, Chance about 2,3 miles south along the mountain rondo Chance about 4.7 miles - i Detailed report About 4.6 miles south alotY; the Cnttlo Point rand 11•om the eotu•thouse . ~ nest ntal soctL• aicng the Gitehell Bay road and the seat side road, at the Y-inter- - - at Friday I{arbors thence about 3.5 tulles west and north along the False Bey rondt section oT a road lending to a lime quarry, 16 foot east of the centerline of the thence about 1.D tufts avast nlottg the avast aide rood, thmtco about 1,2 tulles south road load'_nr to the quarry, 2 ]./2 foot from a gate post, attho east corner of aaon•- al ~Og a ptdvata road, at Ranalm Bay, on a small rocky islutvl Just north cf the ruins ;crate foundation of tut old neighing Deals, and set in a drill hole in the top oT the of trite old dock axed storey about 20 Ceot south of erd 3 feet lower than the highas$ fbundation. _ point of the Salancl, amt set in ¢ drill hole Sn the rock, - - DESCRIPTION OF BENCH MARK - DESCRIPTION OF BENCH MARK besignation V 237 State 17sahington County San Juan Designation T.D.R. 25 State iyashittgton Cmniy San Jitap _ Nearest town .Roche Ilarfwr County San Jtt¢n 1. Nearest town Friday FfarUor County Snn Jtwn Distance and directors from nearest town 8,4 miles nouth Distance and dirocbo f sorest fawn 9,5 miles southneat oT the courthouse ~ Character of mark Stendnrd .bench mark d1eY.. Stamping Y 237 1950 - , Character of mark g ping None ~ La eaten Sta'" Established by U.S.C,& Gw. EstablisheJ by U:~ C,& G.S. Detailed description About 1.'/ miloa southeast along the Frida Harbor road from Roche . DetaileJ description About 4.6 tulles south along the Cattle Yo1nt rand frau the eourtJtouae harbor thence about 2,9 miles south ale the mountain road., thence about Smiles n Bny road, at Friday Hnrborr thence about 3+5 miles west and north along the False Hest a d south aloryq the l.:itchell.Bay r d and the went aide road, 16 feet northeast - . - ~thance about 1.4 miles nest along the west aide toady about 0.3 mile east of the of Cho centerline of the road t 24 feet southaest of a snail cedar tree, ll feet nest fwtction of the tiltchell Day road (also Dolled Hack Road), 12 foot south of the center- of the east point of a large boulder, and set in a drill hole on the rest aide of lino of the road, in a rock cut, on the north aide of a Tir tree used to support the boulder. telephone lines, and on a blaze on the root of the tree, - DESCRIPTION OF BENCH MARK DESCRIPTION OF BENCH MARK Designators T e h:. 35 State Haehington County San Joan Nearest town Friday Harbor County Sen Suan Designation Q -237 State Washington ~ County Snn Juan - Distance and direction from hoaresl town , B,2 miles south - Nearest town Friday [4xrbor County San Jwut ,Character of mark Lag screw Stamping Notts Distance and direction from nearest town 9,S miles southwest of the eourthovae - Established by U.S,C.&.G.S, Character of mark Standard bench mark disk Stamping Q 237 1950 ~ DetaileJ description About 1.7 mites southeast along the Friday Harbor .road Trop Aoehe Established by U.S,C,& G,S, ifarbor, thonae about 2,9 miles south along the mowttain road, thonoe about 3.6 miles - Datailed descriptioe About 4.6 miles south along the Cattle Point road from the courthouse west and south along the 1:Stohell Bey road and the west side road, 26 feet north of e at Friday Herber, thence about 3.5 miles asst cad north along the False Bay road, trail leading xeat, 39 feet west of the centerline of the roads 1!, feet southneat of Chance about 1.7 miles west along the neat side road, atthetunetion of the tiitohell a ama11 fir tree, ana in the north root of a small fir tree, Hay road (else called Back Rond)t 30 feet north of the centerline of the rest side - roadf 32 feet nest of the centorlinaof tSitahall Bay road, on top of a 3-foot bank, _ - 1 foot asst of a fence, 2 feet south of a white witness post, and set in top of en DESCRIPTION OF BENCH MARK S-inch concrete pipe filled pith concrete and protecting incheo, - Designation W 237 State Iashington County San Jvatt ,_ - '. - _ Nearest town Roche harbor County Satt Juan ' DESCRIPTION OF BENCH .MARK Distance and direction from nearest town 7,7 miles south ,~, - Character of mark Stwviard bench mark disk Stamping }p 237 1950 s Designation R 237 State Pfaahington County San J»ew Established by U,S,C,C G,S, ~ - Nearest town Friday Harbor ~ County San Juan - Detailed description About 1.7 tulles southeast along the Friday Harbor rood from Roche Distance ant dnect on boor nearest town 10.5 tulles soutlnrest of courthouse - Ifarbor~ thenco about 2,9 miles south along the mountain road, thence about 3.1 ttdlee _ Stamping R 237 1950 Character of mark Standard bench mark disk _ .west and south along the i.fitoholl Bay road and the west side road, at the north en- Established by U,S.C,& C.S, - - trance to San Juan Park, 23 feet nest of the centerline of the road, 1S feet north- Detailed~descrption About 4.G miles south along the Cattle Point road from thecourthouse . east of-the centerline of the park road, 115 feet north of a "SanJttan Park" sign, 1 at Friday harbor, thenco about 3.5 miles west and north along the False Bay rend, foot east of a shits pitnese post, and set in top of an B-inch concrete pipe filled thence about 2,7 miles-zest along the west side road, about 12,2 miles southof Roche , vlth concrete and protecting 3 inohea, Harbor, about 300 feet east of point abets road tuxes right along the west shore of - the island, at a private road leading southeast to the Ed Hannah residence, 19 feet DESCR TION OF BENCH MARK southeast of the centerline of the asst side road, 26 feet southneat of the center- IP -lino of the private road, 6 feet nouth of a corner fence peaty 2 feet north of n white Designation- X 237 State ifeahlrigtoa County SanTtmn ' witness post, and set in the top of an 8-inch concrete pipe filled with concrete and Nearest town Roche Harbor County San Jvan ' protecting S inches, - -. Distance and direction from nearest town 6,6 miles south - - - ~ - Character of mark 3tatdard bench park disk - Stamps"g X237 1950 DESCRIPTION OF BENCH MARK EstablisheJ by U.S.C,&G.S, Detailed description About 1.7. miles southeast along the Friday ifax~bor road frao Aoche - -- Designation T,B,M, 2S State 1ashington County Snn Juan -harbor, thenco about 2.9 miles aoutfi along the mountain roads thence 2.0 miles west Nearest town Roche Harbor County San Junn axdaouth along the tatchell'Bay reed and the asstside road, at the function oP n Distance and directiao-Gom nearesi fawn 12,0 miles south -- .private road leading poet to-th@ R,6, Neleh residence, 26 feet asst of the centerline Character of mark 20-pertr4v nail - Stamping None ~ of the road, 14 feet soutfi of t. private road, 2 feet northeast of a white witness Established by V.S,C,& G,S. About 1.7 miles southeast along the Friday Harbor road from Roche fled despn Con Def poet, and set in top of an S-inch concrete pipefilled With concrete and protecting - p . @ Harbor,thance about 2,9 miles south along the mountainroad, thonae about 7,4 miles g inches.. - west std south nlongtihe tStchell Day road and the west aide road, about 0.2 mile - - - - ttiorthwest of the point where the road turns right along the oast shore of the island, - DESCRIPTION OF BENCH MARK 19 feet southwest of the centerline of the road, on the north side of n~lone topped fir tree, and on a blaze on the teat of the tree. Designation T,B,ft, 40 State rashington County San Juan Nearest town .Roche Harbor - County San-Juan ~ . DESCRIPTION OF BENCH MARK Distance and direction from nearest town 6,3 miles south - - Character of mark Lsg scrap - Stamping Notts >Sesignation 5 237 State 'Washington County San Juan - Established by U.S,C,& C,S, 'Nearest town Roche Harbor County San Joan Detailed descripiion About 1,7 miles southeast along the Friday Harbor road from Roche - Distance and d6erti"n from nearest town ll.2 m11es south Harbor, thence about 2,9 miles south along the mountain road, thence about 1.7 miles Character of mark Standard bench mark disk Siamni"k 5 237 1950 ~ west and south elottg the F1ltehell Bay road and the vest aide road, 22 feet rest of Established by U,S.C,Ps G.S. the centerline of the road, 7 feet west of a-tile culvert, 25 feet north of a tele- Detailed descripuen About 1,7 miles southeast along the Friday Horbor road from Roche -` phone pole, and in the east root of n tall ninon tree. Harbor, thence about 2.9 miles south along the mountain road, thence about'6,6 adlea nest and south along the BStchell Bay road and the west aide rand, 2S foot asst of DESCRIPTION OF BENCH MARK the centerline of the road, aeroas the road frao s boulder painted "UiDEI", S2 feet ~ northeast of a power line polo, 10 feet east of a fence, and set in adrill hole in Designation Y 237 State Washington County San Junn e rock outcrop. Nearest town Roche ftarbor - " Couniy Snn Tuan _ Distance and direction from nearest town 5.9 miles south DESCRIPTION OF BENCH MARK Character of mark Stettdaxd bench mark disk Stamping y 237 1950 Established by U.S,C,& C,S, Designation T,B.1/., 29 - State Washington County San Juan ~ Detailed description About 1,7 miles southeast along the Friday Harbor road from Roche Nearest town Roche Harbor County San Juan Harbor, thence about 2,9 tulles south slot}; the mountain road, thence about 1.3 miles - Oistance and direction from nearest town 10.8 miles south west along the CStehell Day road and the asst side road, at a right-angle turn in Character of mark High point of boulder Stamping the rend fran teat tosouth, 31 feat treat of the centerline of the asst side roed~ Established by U.S.C.ra G.S,~ 29 feeC south of the centerline of a rend leading xeat to Healy rs Boatel, 2 feet Detaileddescription About 1.7 miles southeast along the Friday Harbor road from Roche northeast of a nhtte Witness post, and sat in the top of an 8-inch _.concrete pipe Harbor, thence about 2.9 miles south along the Aountnih road, thanre. about 6,2 miles filled with concrete and profoctinp,2 inches, .- west and youth clear. the k!itchell Bny road and the went aide rend, S1 lost nest of -the centerline of the road, 44 feet northeast of a power line polo, 14 feet north of DESCRIPTION OF BENCH MARK - a fir tree, on top of a large boulder painted "DSDIn TDR1 29"t end in a square painted oa the boulder, Designation Z 237 State Washington County San Juan - Nearest town Roche linrbor County Snn Juan '. DESCRIPTION OF BENCH MARK Distance and dhrction from nearesi town 4,G miles south - - Character of mark Standard Bench mark disk Stamping Z 237 1950 Designation T 237 - State Ylnahinpton County San Junn Established by U.S,C,&G.S. - Naarest town Aocha ifnrbor Gwnty Sun Jtutn Detailed description About 1.7 miles aoutheeat along the Friday Harbor road from Roche Distance and direction (ram nearest town 10.2 mil.os nouth - }larbor, thence about 2,9 tnilpa south along the mountain road, at the function of the Characterof mark Stomtard bench murk d1aY. Stamping T.2371950 - IiitchollDgY rend loadint; naat~ 67 toot west of the centerline of the mountain road Estabbshed r,y U.S,C,€ G.S. - 49 feet south of the centerline of the tfltchall Day road, 2 feet north oS a wMEs Detail Jdescription Abdul 1:7 miles southeast along i,he Friday Bnrbor rand from Roche ~ nitnoss post, and set in the topof an g-inch concrete pipe filled pith concrete std }farbor, thence about 2.9 miles south along the mountain rend, thenco about 5.G inilos flush with the outface, zest-and oouth along the tltcholl Bny road sari the pent Hide seat, 1'77 foot northeast This bench mark is also about G,S miles seat sloop, the Dovertmt Valley road std of the function of the rend lending to Limo Xiln Light, 2R Coet srntthwosE of the road the mountain road from the ootu•thouao at Friday Iisrbor. - - leading to theligfa, 13 feet auuthwaet of Lime Xil.h Lighthrnme sign, ant set inn - drill bolo in a large boulder, ~ Reset cs24-i2 pESCRIPTION OF I3ENGH MARK Designation A 238 $buu Wnslting ton Cumdy Sall Junn ~Nearesl town Hocho Harbor Cetmly San Jrtnn D stance and dnecton from near t b,wii 3.b miles south Ch radon nl mark Standard bench murk disk 'tanpang A 238 1950 -EslabbsheJ by U,S,C,B G.~. DetadeJ Jeso goon About 1,7 miles satthonat aloty; the F'rklny ]lather rend B•om Roche - Harbor, thence shout 1.9 miles nouth along the mountain raadt 24 feet oast of the conterlino of the rood, 65 foot north of n power line petal 43 feet oast of n gate on the roost side of the road, 10 Caet north of the north gate pant on thu oASt side of the roadr 1 foot south ni' a ntil to witness poet, and set in the top of an 8-inch con- crete pipe filled with concrete alai projecting 2 inches, DESCRIPTION OF BENCH MARK Designation T.D.lI, 46 State Washington County San Jam Nearest town Roche Harbor Counq~ Snn Juan Distance and direction from nearest town 3.2 miles south Chamrter ot. mark high point of boulder Stamping tlone Established by U.S,C,B G,S, Detailed description AWut 1.7 miles southeast along the Friday Harbor road from Roche Ilnrbort thence about 1.5 miles south along, the mountain road, at the jwtction of the Yacht Raven road lead.rng west, 33 foot vest of the centerline of the mountain road, 20 feet south of the centerline of Yacht I{nven roads 7 Poet north of a fence, on top of a White boulder, and Lrside of s black ring painted on the boulder, DESCRIPTION OF BENCH MARK Designation H 238 State Washington County Snn Juan Nearest town Roche Harbor County Snn Juatr Distance and direction from nearest town 2,4 miles south Character of mark Standard bench mark disk Stnrnping B 238 1950 Established by U.S,C,& C,S. Detailed description About 1.7 Hiles south aloe; the Friday Harbor road from Roche Hnrbort thence about 0.7 mile south along the mountain rood, about 1/4 mile-south of a turn in the read from seat to south, ll8 feet aouthweat of the southwest corner of the Ilc((ay residence, 27 feet east of the centerline of the road, 1 foot northeast of a fence corner, 1 foot southwest of a white witness post, and set in top of an H-inch concrete pipe filled with concrete and flush with the surface. DESCRIPTION OF BENCH MARK Designation . C 238 State Y7ashington County San Juan Nearest town Roche Harbor ~ County San Juan Distance and dirertien from nearest town 1,7 miles southeast Character of mark Starndard bench mark disk Stamping C 238 1950 Established by U.S,C,& G,S, .. - Detailed description About 1.7 miles southeast along the Friday Harbor rend from Roche }larbort (about. 7.9 miles northrrest along the Roche Harbor rend from the courthouse at Friday Harbor), at point where Friday Harbor rood turns left (east) and the roountnin road continues straight ahead (eouth)t at the west side of the junction, at the north aide of the entrance to the San Juan International Camp for Rays, 52 feet nest of the - centerline of the road, 2.3 feet north of the north gate post of the camp entrmioet- 2 feet south of a white witness post, and set in top oC en 8-inch concrete pipe filled with concrete and projecting 2 inches. DESCRIPTION OF BENCH MARK Designation D 238 State Mashington County Snn Juan Nearest town FMday Harbor County San Juaa Distance and direction from nearest town 7.9 miles southwest of courthouse Character of mark Staealard bench mark disk StampinH D 238 1950 Established by - U,S,C,& G,S, Detailed Description. About 7,9 miles northwest alone, the Roche fl¢rbor road from the court- house at Friday }father, southwest of and earosa the road from a private drive marked "The Aouleau tar', 28 feet southwest of the centerline of the roadr 67 feet roost aouth- neat of the. northwest gatepost of Rouleau ra drive, 102 feet southeast of a large fir tree, 2 1/2 feet southeast of a white eitnesa post, and set in top of an 8-inch eon- . Crete pipe-filled with concrete and flush with tUe surface. , DESCRIPTION OF BENCH MARK Designation E 238 State yashington County San Jttan Nearest town Friday F(arbor County San 3uan Distance and direction from nearest town 6,2 miles northwest of courthouse Character of mark 3tnndnrd bench mart, disk Stany,ing fi 238 1950 Established by 0.5.C,c G.S. Detailed description Atiout 6.2•-miles northwest along the Roche }@rbor road frm the court- houae at Friday Harbor, 18 feet east nY the centerline of n private drive loading south to the Fd Tuck residence, 21 feet south of rho centerline of the road, 20 feet south of the east gate post, 1 foot east of a. white witness posit and set in top of an 6-inch concrete pipe filled with concrete end flush with the aurfaco, DESCRIPTION OF BENCH MARK Designation F 238 Stat=. Washington County Snn Juan Nearest town Friday }lather County San Juan Distance and direction from nearest town 5.0 miles northwest of eourthottno Chamder of mark Standard bench mark disk Stamping F 238 1950 Esatlished by U,S,C,& C,S, Detailed desert peon About 5.0 mlleo northrrest nlory; the Roeha Harbor road Fran the court-. houao at Friday Ilarbort 16 feet north of a logging road lending east, 31 feet east of the aenterlinn of the roadr 170 Coet north of ¢ power line polo on rho asst side of the road, 7. foot Amtthaant of a nhita witness post, and sot in top of nn 8dnch con- crate pipe filled wi tlr concrete and flush with rho outface. ' DESCRIPTION OF BENCH MARK Des;ynanon T.D,h;, 56 State V'!no}dngton County Snn Juan Nnnr~st tr,-+m Friday ilarbor County Sam Junn pistame and •Rne~tbn, Irmo nr:arnst town 4.9 mileu northwest of crnn•thouso Character nl mark Lag acran Stamping Hone - Establi-h,.,1 try Uw,C•,& G.S. Detailed dcccreeion About l..9 milnc nnrthnnnt nl.onr; rho Ror:he Rarbor rend fx•om the courthouse nt Friday Flnrboxt 7.2. foot E•C3t of the centsrlino of the rend, 150 foot aauth of n to].ephone polo nn the roost aide of the marl, 63 feet nouth of n road sl.gnt 1/2 foot nest of a fennel and on a h7.asn on thu north root of n 12-innh fir tree. DESCRIPTION OF BENCH MARK Oesiynation G 238 State 1'laahittgton County Snn. Jttam - Ncarast sown Friday Ifarbor Gcunty San-Juan - - Disl:mrc•. and dneruon tmrn nearest town /„3 miieo northnaat of aourthouae China t I i ~ k Standard bench mark disk Stamping G 238 1950 Csiabl sl J by U,S.C.& G,S, Untad d doxcr,pt on About y,.3 miles northwest along rho Roche Harbor road from the court. _ house atFrirlny llnrbort nt its junction with the Egg Inks roadt 86 Feat west of the intorseatSon of rho cantorlines of the roadat 49 feet southwest of the oenterline of rho Roche }lather road, 29 Scot northwest of the centerline of Egg l.e.ke Roadt 4g foal north northxestof a atop-sign on the southeast aide of Egg take Road, 24 feet southeast of o power pate nt the southeast aide of Roche Harbor road, 2 feet south oT a white witnoas poets and set in top of an 8-inch concrete pipe filled with con- crete and projecting 1 inch. DESCRIPTION OF BENCH MARK Oe'signation T,H,11, 57 State Washington County San Jtnn - IJAarest town Flidgy Harbor co~tnlY San Juaa - Distance and direction from nearest town 3.7 miles northwest of courthouse - Character of mark Ing ocrew Stamping Hone - Estahlished by U.S.C.& G.S. Detailed descripton About 3.7 miles northwest along the Roche Harbor road them the oom•t- house at FS•iday Harbor, outside of a curve to the riF,ht at point where road paeaes. closest to Sportsmans Lakot 17 feet southwest of the centerline of the toed, 39 feet southeast of a telephone pole on the southwest side of the roads b feet northwest of a twin fir true, and-tm a hiaae on the northeast root of an 18-inch fir tree, DESCRIPTION OF BENCH MARK 5 Designation T,H,N, 58 State Washington County San Joan Nearest town Friday Harbor County San Juan Distance anddirection Imm nearest sown 3,6 miles northwest of courthouse Gharader of mark hag screw Stamping hone - Established by -U.S,C,Ps G S, Detailed description About 3.~i miles northwest along the Roche }[gy,bor rand from the caurt- house at Friday Ikrrborr ll0 feet northwest of the driveway to the 0, 3chmidle re~i- dencer 23 feet aouthweat of the centerline of the roadr 30 feet southeast of n tele- phone pole, and in the south root of a black locust tree, DESCRIPTION OF BENCH MARK Designation p 238 State Bastttngton ~ County San Jttnn - Nearest town Friday Harbor County San Juan Distance and direction from nearest town 3.3 miles northwest of eourthovse Character of mark Standard bench mark disk Stamping 1{ 238 1950 Establishedby U.S,C.& C,S, Deta;led description pbeut 3.3 miles northwest along the Roche harbor rand from the court- house at Friday I{arbort nt an old achoal now used as a storage building, 79 feet northeast of the oentorline of the road, 121 feet east of the west corner post of the yard, 3 feet southwest of a witness poet at the west corner of the building, on top of a large rook outet•opr and set in a drill hole in the rook. DESCRIPTION OF BENCH MARK Designation J.238 State Washington County San Juan Nearest town Friday }father County 3arr Juan - Distance and direction from nearest town 2.4 miles northwest of eottrthouee J 238 1950 Gharader of mark Standard bunch mark disk Stamping Established by U.S,C.& G.S. Detailed description About 2.4 mileanorthnestalong the Roche Harbor road from the eotat- house at Friday Harbor, at the junction of Old Supken Roarl continuing west at a curve right, 46 feet north of the centerline of Old Sunken Aoadt 22 feet west of the center .line of a north-south cut-off rend, 39 feet northrrest of a powerline pole at the lnteraecti.on of the roads, 63 feet north of a atopelgn, 2 feet north of a obits wltnese post, and set in the top of an 8-Sach ooncrets pipe filled with concrete and projecting 1 inch. DESCRIPTION OF BENCH MARK Designation $ 238 State Washington County San Juan .Nearest town Friday }lather County San Juan Distance and direction from nearest town 1.7 miles northwest of eourthousa Character of mark Stendaxl bench mark disk Stamping $ 238 1950 Established by U.S,C,& G.S, Detailed description About 1.7 miles northwest-along the Roche harbor road from the cora•t- ~hovse at Friday Flatbort at the junction of a road loading north to the city damp, -67 feet northeast of the centerline of the Roche }lather roads 18feet east of the centerline oS the rand leading to the damp., 39 foot northwest of the west post of a fence. 16 Peet south of a large rock, 2 feet south of a white witnsse post, end set in top of an 8-inch ooncrote pipe filled with concrete and riush with rite outface. DESCRIPTION OF BENCH MARK Designation T,S.B. 4 State Washington County Snn Juan Nearest town Friday Harbor County San Titan Distance and direction from nearest town 0.6 mile northwest of courthouse Character of mark Chiseled square and cross Stamping None Established by l6CFGS Detailed description About 0.6 mile northwest along, the Roche Harbor road (Tucker Ave.)r from the courthouse at Friday Harbor, at the .junction of the road leading to the University of Washington Oeeanograplde Leboratoriaet inside the smoal. ttttgle_ of flee Y-junetiont at the southeast corner of the fence around a transformer, in the top of the concrots footlne at rho corner fence post, 0.8 foot southwest, of the fence pearl nrN 25 foot northeast of R.l'., A 237, 1950, L±ne 2.-- Fridn~y~ F?~xrhor to tt.,6 Ia. .^, of^-,echo !father DESCRIPTION OF BENCH MARK Desipaaiion T.U,tI. 63 State Ilnshington Comity Snn Jttan Non r•st town FMdny Hnr•bor l; ~ ndy San Jrtan Dixon ,nd din•reon fro esl town 0.6 silo avast of courthrnmn Gha nder o! a ark Chinelod cross alai squnro St~n,ph,g Nona Estahli<hcd by 1t,3.C.& G,R, Uelailyd dcsr.Aptia, About 0.6 mile went along the DEnrarton vnlloy rend (Gtutrd St,) from tiro cmtrthausa nt Friday linrbnrt nt rho Snn Junn County Rund Dopt, garage, 86 feet north oC rho cmtt.erlimr of the rend, 3~ foot south of the aonth aornor M rho. garagot ?. Snot sou~.hnnst of n gnaolino ptaspt oral en top of rho concrete fowulatiwr of the pomp, DESCRIPTION OF B[NGH MAF:IC Uesignatiun L 238 Stale Wesldt>E~ton Cnnoty San Juno Nca est h+w Frlday Harbor County Smt Junn Uistan ,nd direction tram nearest town 1,1 milaa nowt of oom•thrntnp Ch.uacter of mark Standard bench mark disk - Stamping L 238 1950 - Established by U.S,C,& G,S, Deviled description pbnut 1,1 trtlles west oloty; the Deverton Malloy road from the court- - hovae at Friday harbor, about 75 feat east of a grnvol pSt, 40 feet anuth of a White frame bottse, 23 fact north of the cent.orlSao of the roadr2 fact south of the yard fence,-3 feat east of s White witnama poatr and set Sn the top of an 8-inch concrete pipe filled with cancreto and proJacting 4 inchen. - DESCRIPTION OF BENCH MARK Designation 0 23g Slate Washington Cuunty San Ju¢n Nearest town Friday }Inrbor Counq• San Lunn <'tistance and direction from n arcs[ town 2,3 mi1o8 vast of cotathovae Charaete: of mark Statderd bunch mark disk Stumping M 238 1950 ~ - EstabUshod Uy U,S.C,& G,S, Detailed desuurintion About 2,3 miles west along the Devarton Valley road from the court- house at Friday Harbor, at the function of Old Drown rand leading southwest end a private road lending north, 28 feet north of the contorlino of the Beverton Va11ey roadr 25 foot oast of the centerline aS the private rand, 1 1/2 Poet southwest of a' fencer 2 1/2 feet southeast of n White witness past, and set in tap of an 8-inch ponerete Alpo filled With conereto and proJocting 4 inches. - - DESCRIPTION OF BENCH MARK Designation N 238 State Washington Coway Sec Jvan Nearest town Friday Harbor County San Junn Distance and direction from nearest town 3.5 tulles west of courthouse Character of mark Standard Dench Nark Diak Stamping N 236 1950 -Established by U.S,C,& G,S. - Detailed dr:scripticn About 3.5 miles west along the Deverton Valley road from the court- hause at Friday Hnrborr about 250 feet south southsast of the ,junctia,r of the Egg Lake road leading northr on the C,W, Ning farmr in an gnen field, on top of a large flat-topped circular granite rook about 18 feet in diameter and 6 fset }ttghr and set is s drill hole in the rook, ~- DESCRIPTION OF BENCH MARK Designation T,B,N. 66 State Washington County S¢n Juan Nearest town Friday Harbor County San Juan - Distance and direction from n crest town 3.8 m11es west of courthouse - Character oI mark .hag saran StamVing Notts Established by U.S.C,& G.5, Detailed description About 3.8 miles west along the Beverton Valley reed from the oourt- hottse at Frlday Harborr. 19 feet north of the centerline of the roadr 65 feet Went of the east exd of a wooden guard tally 72 feat poet of the west end of the ward ra11r 1 foot south of the guard roily and in top of the wooden guani nail. support.. DESCRIPTION OF BENCH MARK Designation P 238 Stafe Rashington County San Juan Nearest town Friday Harbor County San Juan (Sistance and direction from nearest town 4,4 mites west of courthouse Character of meek- Standard bench mark disk Stamping P 238 1950 Established by U.S.G,& G.S. Detailed description About 4.4 miles west along the Hwerton Valley rand from the court- - houae at Friday Harborr et the ~unetion of the back road loading south and the mountain road continuing nasty 45 feet south of the centerline of the Deverton Valley roadr 50 feet east of thecesterline of the beak roadr 3 feet north of a fenoer 3 feat past of a white witnoea power end net in top of an B-inch concrete pipe filled with oonorote and pro~ectittg 8 inches, _ DESCRIPTION OF BENCH MARK Designation Q 238 State Washington County San JVan Nearest town Friday }(arbor County Snn Juan Distance anJ direction from nearest town 5,3 [vitae west of courthouse Character of mark Standard booth mark disk Stamping a 238 1950 Established by U,S,C.& G.S, Detailed description About 5.3 mil.ea nest along the Bevorton Valley road and tl:e mountain rand from the courthouse at Friday Harbor, in an abo~oned gravel pity 26 feet north- east of the centerline of the road, 87 foot-oouthov^t of the northwest edge of the gravel pity 25 feet northwest of the southeast edge of the pity 2 1/2 foot northwest of ¢ white witncap pasty and set in top of an 8-inch concrete pipe filled with con- crete and projecting 4 inches, DESCRIPTION OF BENCH MARK Des~gnat;on T.B.lt, 70 State Washington County San Juan Nearest town Friday Harbor County San Joan Distance and direction from n est town 6.1 tulles wset of eourthouso Character of mark Lag screw r StampinN Noao Established by U.S.G.& G.S, Detailed description About 6.1 miles wept along the D¢verton Valley road and the mountain road from the courthouse at Friday F[arborr about 0.2 mild northof the point whore the rued stamp dam the movntaln, 13 feat west of the cantor line of the road, 36 feet south of s lag ecrow in a power lSne polar 5 feat northeast of asmall madrona tree on the aide of the hi11, and in top of a log guard rail. DESCRIPTION OF BENCH MARK Designation A 238 State Washington Coimfy San Junn Nearest fawn Friday Harbor County Snn Juan Oistancn and direction from nearest town 6,3 miles west of eatrthouse - Character of mark Stnndnrd Dench meek disk 54 mphtg R 236 1950 Established by U.S.C.&-C.S, - Detailed descripiinn About 6,3 miles west along .the Deverton Valley ro¢d and the mountain rand from the crnn•thaase at Friday harbor, about 0,5 mild pouch of Dench Atark Z 237 at the junction of the }ditchell Bny Toed loading waAtr east of two large fix troos in a yru•dr 2J3 foot nest of the cnntorlino of the rrxidr 25 feet north of the centerline of a private rondr-2 feet east of a fence, 2 lf2 feet went of n nhi.tn nltnrsn post, ara7 set in toy of a conorate pipe filled rd.th conm•ete and proj¢eting 5 inrhos, DESCRIPTION OF BENCH MARK Designation T,B,FS. 71 State Washington County Snn Jus.n Neamat town FYid¢y }Iarbor - County San Jvnn Distance and direction Imm nearest town 6,5 tniina wont o£ eaurthoune Character of mark hap, eeran Stamping Nono Established by U.S.C.& C.S. Detailed description Abatt ti.5 mllea wart along, the Bnvcrton Volley rand atxt the mottnLeSn rand from the cpurt.houaa at frl day }Inrlwr, nlwut 0.3 mSlo nouth of i.hn juneLlon of the ifitchell Day roadr 350 feat pnuth of n logf?-ng rmd londl.nG northonntr 30 font woof of the contorl3ne of-the randy and Sn the northwest root of n 24-Snrsh fi.r troo marked with the letters DN Sn copl.or rvtils inpido a aquaro binzn, {' f~ .D 1+ t C-22424 i kEPY,ACES E~,EV. ~,IST DATED AUGUST 7, 153 10 WASH. U. S. DEPARTMENT DF°COMMERCE COAST AND GEODETIC SURVEY ' First-order leveling Burlington to Anacortes, Washington NOVEMBER 1960 The original field work was done in the winter of 1922 by a party supervised by R. B. Derickson. The line was releveled in the fall of 1952 by a party supervised by .J. R. Plaggmier. The adjusted elevations in this list are derived from the 1952 releveling and are based on the Sea-level Datum of 1929 through the Pacific Northwest Supplementary Adjustment of 1847 and a supplementary adjustment of 1960. For tidal bench marks included in this-list, elevations with re- spect to local tidal datum planes are available on request to the Di- rector, U. S. Coast and Geodetic Survey, Washington 25, D. C. Bench Mark Ad usted Elevation Bench Mark Adjusted Elevation Meters Feet Meters Feet D 13 RESET 35•~}i8 RW 2-TW 3 (USE) 25.123 82.4?~- X 6=PTS 16 POT-TXY 3~ USE 36.612 120..118 (USGS) ~' 11.006 3G.10~ RI-TW 3 (USE.) 42..42? 139.186 1922 elev. 10.982 36.030 1915 elev. 10.955 35.9-2 HIGH POINT 10.6 E 13 10.277 33.717 ~~ S 327 34.861 114.373 E 30 I r a~a~ A 32g 9.279 .443 R 2 (USE) 28.369 93.074 EPS 2 26.5 RWY 1-2 (USE) 28.413 93.21.8 B 329 7.680 25.197 EFS 3 21.1 END OF THE.SPUR LINE -• F 13 1952 elev. 6.435 21.112 E 329 0.848 2.782 1822 e3ev. 6.427 .21.086 H 13 1922 elev. 0.892 2.927 c 32g 2.826 G.60o 3 (USGS) 1.056 3.465 EFS 4 15.5 G 13 1952 elev. 4.124 13.530 SPUR LINE TO LA C ONNER 1922 elev. 4.106 13.471 H 329 0.838 2.748 EFS 5 8.6 EFS 6 4.5 D 329 3.190. 10.466 EFS 7 4.1 4 (USGS) 1.340 4..396 -SPUR LINE TO U. S. NAVAL AIR STATION J 32g 1.881 6.171 - WHIDBEY ISLAND OUTLYING FIELD, M~ .`~uERNON EFS 8 7.7 ~ 32g 1.036 3.399 U 327 1~+~.832 48.661 *-~ Tidal 4 1.666 5.466 T 327 26.609 87.300 Tidal 3 6.024 19,764 ~_, * 1952 elevation ~'~' See attached sheet for reports -2- 16 ACI~lY e i Bench Mark Ad usted Elevation Meters Feet ~ Bench Mark Ad usted Elevation eters Fee ~~' Tidal 2 2.775 ` g . l04 Tidal 5 3.6 7 12.096 EFS lg 140.0 ''EFS 20 0 63. END OF THE. SPUR LINE Tidal 3 1939 ~ 3.206 10.518 Tidal 5 ~1940 1.405 4.610 F 329 0.857 2.812 DELLA RM 1 0.732 2.402 END OF THE SPUR LINE DELLA RM 2 `~ - ` o .836 2.743 , , DELLA='tidal 5 1.070 3.510 Tidal 7 (1922 5.444.- 17.861 ~g 9 16.5 EFS 16 16.2 Tidal 6 1922 5.760 18.898 L 329 5.314 17.434 Tidal 5 ~1922~ 3.828 12.,559 Tidal 2 1939 3 2.486 8.189 Tidal 14 (1939) 7.003 22.976 Tidal 4 ~1g40 1.822 6.306 J 13 1952-.elev. 1.957 6.421 Tidal 12 5.905 ?9-•373 1822 elev. 1.991 6.532 EFS 17 17.4 Tidal 11 (1934) 5.245 17.20$ #~ ,~ ~3 RESET 8.117 Tidal 2 (1921) 2.861 ' 9.386 q~ 329 4.175 13.697 Tidal 3 (1821) 6.07 19.921 EFS 10 EFS 11 13.1 15.0 Tidal 4 (1921) 7.496 24.593 M 329 3.730 12.238 Tidal 13 ~1939~ 3.966 13.012 Tidal 10 1822 3.722 12.211 EFS. 12 25.6 Tidal 9 1822 18.933 62.116 N 329 17.814 58.445 Tidal 8 1922 11.075 36.335 EFS 13 - 69.4 Tidal 7 5.4+9 17.877 EFS ].4 4 . ~+ J 343 1.502 4.928 ~ J 343 RESET 5.388 K 13 1952 elev. 13.520 LE4.357 .1922 elev. 13.483 44.235 P 329 8.248 27.060 P 329 RESET 25.110 *~ Q 329 3,863 12.674 R 329 47..201 154.859 R ~2g RESET 142.318 EFS 15 153.6 s 329 20.296 66.588 SPUR LINE TO TIDAL MARKS EST F NACORTES W 329 16.855 55.298 V 329 19.312 63.359 11 329 36.226 118.851 EFS 18 118.$ T 329 43.583 142:989 # RES~:.T--See attached sheet for data. ~'~ See attached sheet for reports. -~- 1.0 WASH'. MISCELLANEOUS REPORTS AND RESET DATA A 329•-- (1956 USGS report) Destroyed by road construction. S 327.-- (1955 USGS report) Not recovered. Control tower no longer standing - hay is grown where tower once stood. Tidal 2.-- (1957 report) Tidal 2 at LaConner is to be destroyed. ,„, Tidal ~F . -- (1953 report ) Tidal ~+ at Anacortes was destroyed . J 13 RESET.-- 7.6 miles southeast along the Great Northern Rail- way from ~~~.~s, Skagit County,, at the steel drawbridge over Swinomish Slough, at the east end, in the top of Pier 1, 12 feet southeast of the center of the p~.er, and about 7.5 feet lower than the track. A standard disk, stamped "J 13 RESET 1953." NOTE.-- This bench mark was established and its elevation de- termined by engineers of the Great Northern Railway in August 1953• Elevation: 8.117 feet J 3~3 RESET.-- 5.l miles southeast along State Highway 1 from the post office at Ana,~ort~.~, Skagit County, 125 feet east of the intersection of Baxter Road leading north, and Smilk Beaeh Road leading south, 47. feet south of the centerline of the highway, 3 feet northeast of the northeast corner of a store, and 2 feet east of a white wooden witness post. A standard disk, stamped "J 3~+3 RESET 1955" and set in the top of a concrete post. NOTE.-- This bench mark was established and its elevation determined by an engineer for Carey 8c Kramer of Seattle in the summer of 1955• Elevation: 5.388 feet P 329 RESET.-- 3.3 miles southeast along State Highway 1 from the post office at Anacortes, Skagit County, about midway along a straight stretch of road between two sharp curves, 10 feet northeast of power pole No. BA-l~+-3, 22 feet .east of the centerline of the highway and 3 feet north of a white painted witness post. The standard disk is set in the top of a conventional concrete post which is molded on the top with a two foot section of flue-liner tile, 8 inches square, and projects above the ground about 6 inches. Bench mark P-329 was left intact temporarily for the convenience of State Highway Department, however, the mark will surely be destroyed by the new highway eonstruction now pending. NOTE.-- This bench mark was established and its elevation determined by a party from this Bureau in July 1956. Elevation: 25.110 feet -~- 10 WASH. MISCELLANEOUS REPORTS ND ' RESET DATA Q 329•-- (1956 report) New highway construction endangers this mark at present and it will positively be destroyed when construction begins in the fall of 1956. Because of the inavailability of a suit- able site for a supplemental mark along this precipitous shoreline and the close spacing of other bench marks along this highway, no supplemental mark was set in the area. Alternate choice would have placed a supplemental mark very near R-329. The mark is now being used by the State'Highway Department and will be reported upon when the mark is actually destroyed. R 329 RESET.-- 2.0 miles southeast along State Highway 1 from the post office at Anacortes, Skagit County, 0.x+5 miles east of Commercial Ave., on the south side of the present State Highway, about 20 feet south of the centerline, two feet west of a power pole near the east edge of the property of the easternmost of three houses which are situated on a 10 to 15 ft. high bank. A standard disk wa.s set in the top of a conventional type concrete post which is molded on the top with a two foot section of 8-inch square flue-liner tile. The mark and the top of the flue-liner project above ground about 6 inches and are about at the level of the highway paving, No witness post was set since the area adjacent is used for parking at the base of the high bank. NOTE.-- This bench mark was established and its elevation determined by a party from this Bureau in July 1956. Elevations 142.318 feet. Tidal ~ (1921) At Anacortes -destroyed in 1953 • i .... ~ -~_ REPLACES LIST 01"' DESCRIPTIONS FOR LINE 1D5 DATED J•L'sF.CH 23. 1953 PUSLISiD:1D AND PRINTED BY: U.S. DEPARTMENT OF COMMERCE COAST AND GEODETIC SURVEY WASHINGTON D.C. VERTICAL CONTROL DATA by the -Coast and Geodetic Survey 5EA~LEVEL OATVM CF 19?9 4.6 Mi: SE of Anacortes to 2 8 ~ 1 n on Wa c~yn~ton First-order levEling The field work was done from August to October 1952 by a Party supervised by J. R. Plaggmler• These ad~uated elevations are based on the Pacific Northwest Supplementary Ad,7uatment of 1947 and a supplementary ad~uatment of 1960. For tidal bench marks included in this list, elevations with respect to local tidal datum planes are available on request to the Director, Coast and Geodetic Survey, Washington 25, D. C. Line 1.-- 4.6 M1. SE of Anacortes via Oak Harbor_ to 2.9 Fli, S of Clinton Bench Mark Ad usted Elevation Bench Mark Ad usted Elevation Pench Mark stars Faet I•eters Feet lea RS (USGS) 9.108 29.882 EFS 6 115..7 c 1G r'F. 'S 1 24.2 Tidal 5 29.496 ~ 96.771 (, F F.S (i;SGS ) C 343 28.842 94.626 EFS 7 99.0 EI•: L (SAS) EFS 2 174.3 Fb ~ (,::AS) L 343 66.250 217.355 SFUR LING TO CORNtT BAY' Ei: 2 (;:AS) 62 RS (USGS) 19.547 64.130 Tidal 4 29.219 95.863 EF'. 1 (27AS) Efi5 3 63.2 Tida1.3 3.743 12.280 (End of Loop) B 31f3 16.773 55.029 Tia81 1 3.400 11.155 >: 34=1 1rF5 1F 100.0 Tidal 2 3.098 10.164 L9 RS (L"SGS) F 343 25.940 85.105 PILE 2.366 _ 7.762 G 3411 DE'XEY' No. 2 2.559 8.396 END Or^ THE SP[IR LINE DEkBY No. 1 1.440 4.721+ R 344 Dcr:es'Y No. 3 4.037 13.2..5 J•i 343 37.263 122.254 1 344 DEN~EY RD; 2 7.243 23.73 N 343 34.998 114.823 236 (tSE) DEnt,Y RM 1 4.958 16,266 G 8-36 (USE) 31.859 104.524 ?= 344 L 344 DishiY 3.902 12.802 EFS 9 103.0 3::3 52.515 172.293 P 343 16.311 53.514 ~% 344 ROAD 42.499 139.432 EFS 10 41.2 LZBbY Ri: 1 5 343 37.464 122.913 46 RS (USGS) 4.0 13.169 '' LIEBY (USE) FARPS 5.078 16.660 21 344 5~Q'ii LINE TO ROSARZO HEAD FARI•i No. 2 5.218 17.119 F 344 TE?IT 2.189 7.182 DITCH 4.471 14.669 FOivELL (USE) 1fECK '=.•1.951 6.401 DITCH RPi 1 2.088 6.850 Q 344 ':EC$ Ri4 2.!}37 7.995 FENCE 9.348 30.669 Tidal 3 MACX 16.624 54.541 FEidCE R'ri 2 9.243 30.325 Tidal 2 {lAC ~ 23.583 .77.372 FENCE Rini 1 9.423 30.915 Tidal 1 V 343 = B'~i FLAG 4.880 16.010 32 (NAB) 9.670' 31.726 ,Tidal 4 ROsY 25.181. 82.615 AI;MIRAL 24.397 80.01;3 R 344 ROSY R:'. 1 25.589 83.953 A~•iIAAL Rii 2 24.653 80.882 a 344 ROSY Ri; 2 24.578. 80.636 47 RS (IISSS) 26.886 88.208 T 344 B 1 28.191 92.490 EFS 13 ct++^.i OF THE SPOR LII7E ., B 2 31.315 102.739 U 344 P 343 55.199 181.099 T 343 41,944 137.611 >r'S 12 E°.ID3E (w~) 55.252 181.273 off 4 (USE) 31.805 104.347 Z' 31:4 ~'S 5 180.1 C 7 -- 32.238 105.768 Tidal 5 ::4 RS (USGS) 55-440 181.889 C 8 ~ 28.254 92.697 • Ad usted Elevation •.etera 1•'eet 34.835 114.288 35.179 11$.416 51.296 168.294 25.3c3 83.015 8.598 7.442 25.753 4.314 42.090 40.430 44.814 1.656 6.087 4.369 5.465 5.517 11.546 13.776 61.635 28.3144 5.541 2.590 14.307 30.018 28.364 36.480 28.209 24.416 ~4~i54 138.090 132. E41t 147.027 147.126 136.673 39.970 14.334 17.930 18.100 37.881 45.197 202,214 79.E92 26.719 18.179 8.497 46.939 98.48 93.05 119.685 93.6 29.559 18.158 2.996 96.978 51.0 54.573 9.824 Bench Mark G 136 (USE) Tidal 4 Tidal 3 Tidal 2 TSdAl 1 ADMIRALTY W BASE ADMIRALTY W BASE RM 2 EFS ~{~E) EF3445 {End of Loop) EFS 16 r: 328 EFS 17 54 RS (IISGS) N 328 EFS 18 P 328 EFS 19 EFS 20 55 Rs (USGS) EFS 21 Q 328 P. 328 EFS 22 G 436 '(USE) EFS 23 s 328 EFS 24 EFS 25 T 328 EFS 26 PAGE NO. ,! I_ 105 WASH. NOVEMBER 1960 Ad ueted ]elevation ZMetere~~t`eat `--~ 9.399 30.837 2.826 9.272 2 735 18.973 3.790 12.434. 1.008 3.307. 1.167 3.829 0.785 2.575 9.792 32.126 22.2 64.757 115:157 66.602 218.510 249.7 95.086 311.961 67.019 219.878 148.2 21.256 69.73? 41.4 157.2 48.400 158.72 266.9 91.779 301.112 105.016 34.540 33 ,o 101.233 332,129 331.8 80.214 263.169 189.0 63.632 208.766 11:.9, b s USCOMM-NOAA-ASHEN I LLE REPi 4CP:S LIST 0r' DESCRIPTIONS r^Ok LINE 105 DSTED r1ARCH 23, 1953 PUBLISHED AND PRINTED BY: U.S. DE?ARTMEriT OF COMMERCE COAST~AND GEODETIC SURVEY WASHINGTON D.C. Bench Mark U 328 EFS 27 v 328 EFS 28 EFS 29 EFS 30 57 RS (USGS) lv 328 EFS 31 58 RS (USGS) EFS 32 S 328 EFS 33 59 Rs (usGS) E"r s 3ia Ad usted Elevation MetersZFeet 47.1u 154.596 76.6 17.090 56.069 53.7 62.3 66.5 25.746 184.46 80.6 21.602 70.873 44.9 19.326 63.405 27.6 15.423 So.boo 49.2 Bench nark Y 328 60 RS (USGS) EFS 35 z 328 EFS 36 61 RS (USGS) E°=~ 37 EFS 38 w 34 3 62 RS (USGS) 63 RS (USGS) v 343 rlARSx 2 RM z r~ARSx 2 rIARSR z R:a 1 :: 25-26-32 D (USSR) VERTICAL COI~lTROL DATA by t'Te Coast and Geodetic Survey SEA-LEVEL DATUM OF 1929 Ad iu~ tud ilevaticn i:eter= 'r'ent) 46.721 159.81.K 53-773 176.4 c~ 1~3.;. 30.520 100.131 102.6 102.976 33'1.847 ~3L.1 412.1 108.671 356.551. 45.314 14.8:668 3.258 10.689 2.352 7.81, 2.515 6.251 2.674 5.773 2.729 8.953 79.347 260.324 Line 2.-- 1.9 Mi. S of Dece ption Pass to Ale Spit `' 8 ~ 116.9. ALA Rr. 2 2.$44 9.3116 _j43 63.378 207.933 AIA 1.22 4.99' ?l}= 104.886 344.113 CABi.E ~ 2.2_2 7.,23 ' 1)13 29.464 96.666 Tidal '. 2.1 i4 6.936 ~. 343 9.103 29.865 Line 3.-- Loop st NAS Ault Field iIGH POINT 27.1 LoG HOL`:.ri Rt•. 1 23.432 76.876 Y Hri 2 u v 0 72.L41 '::ORE 5.699 18.697 28 ( A~) 11.60 5 38.07E aoRE RM 1 5.696 18.688 23 (NAS) 8.110 26.668 PCRE P,I~S 2 5.708 18.727 22 (iv'AS) X.201 66.276 Y 343 3.113 10,213 3)-43 3.631 11.913 S"r:CF R'•t 1 23.029 75 554 SHOP RM 2 24.068 79.029 RL?d 8 5.043 16.545 SHCF 24.093 79.045 RUS; 6 Ru 2 4.761 15.620 18 (\AS} 12.672 1.1.575 RIIN B Fh•: 1 5.155 16.913 Z 343 10.024 32,857 RLi4 12 5.382 17.657 RiU; 30 R:S 2 2,962 9.718 20 (NAS) S O 9.816 32.205 RL'N 30 3.736 12.238 L G HGUSE 23.187 76.1173 RUN 30 Ra 1 3.424 11.234 Liae u.-- NAS Auit Field via Torpedc Road to Forbes Point TuRPEDO Ri•: 2 40.690 133.497 A 59.929 196.617 TORPEDO Ri•! 1 41.1],4. 134.888 A 2 46.457 152.1!18 TORPEDO 40.846 134.015 A 1 36.826 12C.E2G A 7 46.975 134.432 PR Or R:•I 1 8.810 29.904 a. 6 4L .831 147.083 FR OF Rr, 2 6.564 28.697 A 5 35.389 116.105 PROP 8.701: 28.556 A 4 53.332 174.973 156 + TORPr`.DG (Ii4s)2o.6L;6' 67.736 =each ~:erL* _--di•,:=ted ~-levFtion :•:eters _ (Feet 171 - ,r„-_r'^ (_-tS)l:.'.700 ~' .228 L', + •:,r,y.y". (*a-a.) i.'4' 44.406 190 ~ ^~azEDC (I;AS) 1.958 6.424 2rC + mC;°?' ,~~ (,,i S) 3.119 10.233 212 TJRF~~G (iidS) 3.630 11.909 220 _ . r_~„ (NP.°) 3.878 12.723 cc:' ~ .. _ (' :.r ) 3.8co 12.467 8 (;;.E) 5,240 17.192 Sa;=; LI '= ~S POINT 9 (".S) 4.526 11;.849 Tidal ;; 3.724 12.218 Tidal :; 3..174 11.070 Tidal 2 3.891 12.766 Tide.l 1 3.903 12.805 Eerch Nark i_'ASE (NAS) 18 (*?A~.1 17 ( i~'AS ) tan.t~ R,s 1 NAVY liAYLOR 2 RM 1 ...,i Luk 2 PAGE No. 2 105 h7.SH. NOY;•:itEE:d 191:0 Ad.iusted Elevation (I;etersj 'set 8.734 2t;.~55 26.1132 86.719 lo. 44 35.577 20.703 67.93 16.691 54,760 1~lI.889 48.818 11F,699 48.225 10.568 34.4.75 Ei ~ OF TH6 SPUR LIN) COkAL (IJAS) 20.614 Line K•__ i.6 :ii. is of Oak Harbor to 6.6 1•il. E oS Oak Harbor DII~ '' •504 14.777 SFi;P, Llid~ To POLNELL FOZNT' DID RI, 1 4.643 15.233 ' + ':_D'v:AY (;;AS) 2.L,.71 8.107 FOLiJELL (USE) 37.197 114 + .':=D:iY (i::.5:) 3.328 10.919 FGL;r'LU R;9 1 (US'E) 36.557 A;`:0 P.i 1 12.405 40.699 POLNSLL Ri•f 2 (USE) 36.667 L 13.622 44.692 E;'D OF Tti-i. SPUR LINE LI .is 47.157 154.7 LlI;E R?3 1 47.415 155.564 D 31+4 91.622 156 + ?~Di:AY (I7AS) ~ c :ES 21.106 69.21}5 E 341{. 40.34.2 , 36.156 118.502 F 3w+ 8.500 Tidal 2 3.668 CR^cS P,Ps 1 38.112 125.`039 Tidal 1 2.371 67.631 122.037 119.937 120.298 300.597 132.355 27.837 9.869 7.779 Line 6.-- 3.1 I•:_. id of Oak Harbor vis Roc};v Point Picnic Grounds tc 1.8 ,~, cf Uar. Harbor '-' 3 ':2.366 138.996 B 12 25.804 84.659 B 4 46.L;28 152.323 GOLF .L; 2 7.389 24..242 -_;~z ' 45.498 149.271 GG,:F RIi' 1 7.168 23,517 T -----" 92.521 303.574 GOLY' 7.005 22.982 T3 ~nR :.;- 2 92.059 302.030 FI_:Gtr RI? 2 4.102 13.458 TZ~'?aER R:: 1 92.503 304••'I-71 FIi:G~R 4.563 i , 1.a. 470 6 41.•956 147.493 E 13 22.528 73.911 :cg P,:: z 25.837 84.767 B li+ 4 .+2.764 140.302 :r:~ss 22.938 75.256 ~ 15 40.450 132. to 7 52.968 173.779 B 16 35.576 116.719 ? 8 35.182 115,4T26 SPUR Llla=; TO TRIAN GIILATTO"b'~'ATIO?'S EFS 11 1'1'..7 t 9 26.353 86.460. 17 21.602 n 7-.~ 73 B 10 __ 27.462 GO,C9^ F 1", 15.606 51.201 Y-RE zr.686 94-.114 T~x~,T Rr: 1 15.665 ,1.~9!~ 11 42.000 137.795 T~..=,Gx:' 15.5! >"0.997 • Description at end oS list. °See en.d of list fo.r Miscsllane®lxs Re~oxts ~ ~ ~ '~ t `~ , ~ ~ . ' r ~ t z ~ r ~ ~ ~- / , ~ F f. ~ .. - `L l ~ r I •j .. _ _ .:..y. ~"~ a... .ofy ti.W - 57 , .'6f,:aC}ifi?S.I}In ,AI'~41;1'G `~~ ~ _ ~ :AIi'T~Ol1 ~OP•YF;IYCtl -MARK : r . 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S ttl , Lr 4.r a..v~ LI • 'at ~ ' •; p q „ u o C go P! ,B . u n 1 S r;laa .aoutheanL 'alo»~; Cay1t, b~}{ t ltepco~0i~ - h ;e5 m~,li~ ~.d5'Lhgagt alosa • road-ton puile¢na gl[eD . ~a ~'rAQ:Qu;' ¢ppo ~ kcn 1 Q' i S , - c C rt rand, Lhcnyo Q.1 ailo woq,is ~~.a 4 j'g4d, ~ .~ 0' Lao noi•tlwoot ecrrlor bt, ~ houa.~ ~ ii Y+w ~ :Y~duLllcS;. _ fi ~ , 4O 3. mlloq, g6utheapL alend Cayl• Roads a~ L~4 ik j1'•j:c4'ion o} I~,~b !¢ tW(O r6atg6t..20 fo•L,wq¢Q Ot:TIN e.nt,~tr 9 tky roar. GQ r•4A q~' o1 Lhd' picE 'l a ~iM4'a p L r,~ tact norL h-AS~•Eho¢o't~t ~il sa~ ~~ paU ~ p t ' u ~ ~t ~ , . u •p •r fnq of Ch• ~aa 11+I 'lrasL :7c;th 4r~p P'.~19~?~4i'1'S tq•tiaoyittAot.Rf}d~n.4s or s D a l `] . o ~ ~ ~: iar o:: A cone Lq kafaint 1. c-16 v o " ~ .r , ~ ops wa HiEh'Cho'rPad a" a+iE }~ saa LOS ~ i e 1 u. 0 4aaxa1l, ard'siFt ~. 1mths Ng ot'a aolPbr~'ey ~L-~W.- -.~. ~u , : i . t abov t a i NO tew pNt ~ ~ pr'a d 4 tbyc •Lovi :EA• z*outrd.• '°~# . . , ' ~.. ,, .. og y ,yLrot h 4d. _ ~ ~ t ~~~ ~~~~~ i 4~ 1 r 4. r ry: , o. a. - rrr •47Ya T' a- Can " .. ., .. ..,.. e•a-* ra. ..wine ~ of ..,.. , •.• T t 1 .""'~`---" ..-".. _,._ __~~ ~. ~ D88CRItTIOp OF D..t+Gtl MAfii. ~ DE•3CAiYT I0h Vi. :11611 AIAISA ~ 0•.4••t lea }w.: C:: R. n. 2 ua• .: a. hth;~tOa La/.r Jam 4r Q1: ~ h y/t r aNt ca.ar ! P ~eG9 1d0nRlq tOa :rLOa ~ ^ -a t ~`y;1Cba} C•rq S0tt4rD03 C...r o, wv e C. uytoq ~ ~ r .. •. r+••iai.ca o co••„ ,iC::c •:, a:Y c.•. for r ',s ter, ~ . nl•1•nr• •n dl fr•• •,an,t to•• 17 55 sllaa } . :. Olill Mi r} II I•ltlr fM ••ary•• {~w!2G GS fallen a0YL4oaaL 4••II.a i•L• gby 1gJ~ C• f l r n' C8¢$ b ! a oth .l - ¢ - . L.rLLaoaiYL .w••11ns 6 It ~/. liJJ . ! •a • / a o l e7 f laL _ at/rt•• t ~ L•r) 195 c . r.rl.r •r ra reraaco n:.rY dlak ss..a/:a FL'' e~ i .:0 2 195 ia.L tiS.p b Cd,C9 - i _ q[,nn•n.•1 s ~ ly ." ~ a.t•ua•.. «...pui. S.S tsllga nort :aaaL alga; a roaC txVa G'ui'c I; a Nl•II•a e••<r.yll•• 5.5 Ailt;a GGYLhaLSi +i0»; a rJ:..'. ri• .] C:l;1CLt0 ,,:1 •",C:14G1 SEI1OO1 gLG'.t;~COAe,-tJiO»00 14.55 tail•oa 7auL'saaoL ao., C ~ ..ru, aL.~~ ' - aL (, LLi ~CI':.d, th+:lca 11.25 :li~0a LG::::. L..;:L ulJi. Cuyla IIp, d, L. 4.CU G.'t ~ - ~ Lhp .litLartib„oLiaa of. sraviled"roads tlof•.~vea4 .O ..01.E ~Ci L , daL f.i ! • r nll• aortawoaL a L ., , a dirt, rcaC, t .cacL 0.1 eilo vcLt ~, 01 , +. : o il, ^ir tr t ; : - i l ll t u aA L Eo Ilaleah. S o1aL, end oouLhgao6 Lo G4k }icaci, 2y -tcot r r .',.dL• sr'tia - a LST ll f C ' ~~ .o re op o a eon .n ro a r. a~ ro , 3j :c t i:o-e:,xo;;t o. t o nor.3tvoL od aoo oylo';Road, 23 t.ak naretioiat ai tb• eoascr ~.:,o of ttp ~ cornor of a house, 21 teot aoutb at thq ,.o:sh cantor c. talo r_uLL i1r, sv11 i teat eouth-ao thw 19 : L T r;waled -•aad AOrthvq*L, R FNt norWiouoL of poxar polo 993-15 w s ~:r ~ poi.; 1 S $ L thi f rah . , u o • oa t .o awLiork,.39.6 t¢bL wuLLi+oot Qt R )C 1 and abonL 1 root hider that h . e egy tiaL o d ylLagalpogt- oooYL 1~;ooL K,i":I~r t.._n l:t a roa¢- and d L' i k ' ' . o , . L a awLioh• l y;. , • L .~i .,ii'.w~ 4 ooae~NY0 yWtt Proloafdiy; V.i toot O i a otr LJa• a<.ratad• ',i ~ ~ - - ~ C + , d i C. a .w /+i s ~: ~ c.. ..arF.v,i wr ...<w. ..... - • i. - - .. _ - . - - - _ _ ~ "~ . Lj48ii..A i P7 I11N IIF Fi:ACA•.. YANA ' `' i uaacHli'7I0R OF OCACH MAA- ~ ~ . A b1G il•1• WaohlnC4oa M t-Jefl~raoC n .ta. Y'ashlfi6ton e•ni~- Jartgraon c•••a Jatforaon us.r or ..rq L p' ~ -, + I Cui;cgs ~ cnrv •afrorao:l e•s r it «et- C SYwnt r I ~..Ir I r • •t .; • vn .LGS failea eouthM.L u•al.a «. Nor: S.9bS • • • . . n ' 7.5 miTaa iouchaaaL ytu.a i... Nors l 965 •H r . C I ,a b1~ni:P tsar:c. r~1ac ' uwl•• A 410 1965,,' i ..t cars disk - - iC/Rl•i Z 411 14bS - C - ~ ~ : ira ., CaG ~ - r~l i I r. i . ~ .;} rorthpaaL ulonC p road tram Cuilocpi±; H1~1 8thOO1 .. •~ p . pM • , .- rcr 'aaa: along a-road trora Guileena Hl~t eo.c r 9.,0 ~~ ~11oa souL9aaat" aidnj, Coylo Aoad.thaaai 1.0 t t t th L - } " .. ., ..,u m;loa gouU:saot along Code Road, 1 [ ha rn • raate o t u ~ZOgCLOhod ?oinL road, a aFtha~at . ' ~• J: (' w.: y0 a O.: LhJ wJaL also Or Lhe road, 24 tagL •irL b144cticd YoinLl. 2b to•t noythodgj ut L1L! cmt•r -1 CO«..LtJr i ;~. L~ 9r . i i~lfi~llait ho C f ' l : u L~ ` c ' .. ..,v o. tea roLLd, li loot northwaaL or a ppowerpole,' 1•i ~ +' : , L ~: a ++anora t b 2 t ` o Y o . q t t aa Yn...d ,Q net, ouLllq~aL of Lho aort •~ ai vra 2~ j:~ta•R MoYLh- ' 2 's yt ror^hua4 oK';-a Pd~v olo-KSW q g#iy Lrir• r =a r . . ?iro , a out egL h;-hat thaa,Lh a toad,, Sn L4• tJ~ L: a ContYYLO poaL proS t:Ll `~ C ¢1 3 . t . g p . . itl fJt4 ;G 4t a wit~~.r.. ~o„'L,4bO11L' ej toot lovert!iaa ti}Ta toad, aai M9 { e a(i i . OOL if17a Lho .,_..... ~ . . ~ of a co»ga•gse ~poaL aro~geita~ 0.4 loos :Rove sA. irvtupd• ~ , ' ~ ' ~~ .. ,' ,n.. ~ ` ~~ ' - - - UE$CA IATIOAL OF DyhC:: NA1It - ~ - - n..:,n.r:o•. a 'D9 sr,ai .. Ylaaj~invLOn ~ c act .i,c: ra ,.il.. .. - ^. 1 tr Cuiicona c.•a Jdfforaon ,. c s -? " r :;:~,• ~, b 1 r. sin rr,.brir•~ ta•i ld 73 ,allaasaus~aaaL~C . ~•c r; _',,,5 " z 1 ~ I.r , r ••n CdCs DvnCh wY•k 41ak •sa.•1=. i; w,9 .cia5 ~ ~~ - ~ > r as PI •nra. •i C3 CS - a Sl.a p..rrl>rl..:.' S.,fi rgilea n6f?triatreL aloctg o, rood rr'or.~ Cui o-t c, '. h r Dawt•LpOlo~ of Reach taatif lJII• goee`Sa ta!¢,apa~ ~ s6t.oA~:ot Guilaena, iheaeq 12.85-:. mflad aQtILh YGLt"a c .,4;'_0 .., Y. snjL. , 1.iG fool soutjt or Lh• Cc»tar Or- Lha yupgLlon Or Q' dY rdad c r. ~ ' $aerlttloD'rl~l M' ettllaitL~ a6 • laWr i-La. ~ 1 . 2~'J'eati aaoL Q~'Lhe aaptq~' llrie "pt~the rq~,gd, 1 I'oo$ -yo`-Wh".~oF q r~-N.~ - ' 1 1 t ~ ~ t ~ ' - ..`;+, .; ~ ' poia y . fea aAnLri O .,. ~! tl1Lagl i pant, rLboouq 2s}'. tooL h ighar t};ari' :. , , l . , j rop¢,. d+;d sai Ala, L1fe. Lop?irf ~ +Epnorat~ poet praJaoLlait Q,Ifj fool atiova C~ tK. grcuad. ~ h - - .- _ ~ ~.'. ' c. r - i r' ~ r .. f f" p 4 i l ~ ~ ~ t n tl °~ +ti+ ~' - ~ ~ ~ ° ~~'~y d ~ i ~'9 .. .; ~ t C3~i title}_,I~,v_..lsn~>.3...~:.rfi.d r~a~~~4~~:.5'R Y~~ti~4~~~~,1~.1. , ~'~~1+1.fi:Ae~' L~.~r ~1? ~ ~, F ~..~R~~-;~2~akM •. 7HS hAr ,. i~„~.. ~ _.£f.~'rxalL'iY F't~lT`i.~1. _ SUOOESTIONS R06 fZELOCATINO BENCB ^ABKS When a bench mark is in need of relocation the proper procedure, in most cases, is to establish the new mark in a safe place nearby and level from the old mark to the new one by means of an engineer's level and rod. The leveling should be run in duplicate to avoid the possibility of large errors, and all readings should be made to three decimal places in order to preserve the accuracy of the original surveys. It is not necessary that the aew marls be established at the same elevation as the old mark. When necessary, two temporary bench marks may be established to hold the eleva- tion until the new mark is in place. The old mark should not be disturbed until the observations involved in the leveling have been checked by the observer or the recorder. An assumed elevation Porthe old mark may be used in the leveling, since we are principally concerned with the difference of elevation between the old mark and the new one. After the new mark has been established and leveled to, the old disk should be broken out and returned in the same franked sack that was used in sending the new disk. Merely turn the sack inside out to expose the return Prank. If old disk cannot be returned give the reason. Space is provided on the other side of this sheet fora copy of the field notes, the description of the original mark, description of the reset mark, and any remarks that seem desirable. Hints, on description writing.-- Directions should be compass directions, to the nearest half quadrant. If available, distances and directions to the mark from several nearby objects, such as poles, fences, trees, mileposts, culverts, etc., should be given to assist in recovery of the mark if it should be hidden in high grass or weeds. The distance and direction from the center line of the road or track followed by the level line should also be given. Metal or white wooden witness postis have •been set near many of the concrete-post bench marks. If one of these witness posts is near the bench mark to be relocated, it should be moved to a location near the new mark. A statement of the distance and direction from the witness post to the new mark should be included in the description. The description of the new mark should be so written as to enable a stranger unfamiliar with the surrounding territory to find and identify ,., ~ ,w t~g.lnark with ease and certainty, having at his disposal only the data 'given in the description. ~~IvN~r~i~ ~:~:'~ The cooperation which individuals and organizations may e~~R~~ ~{l~f10~J 'X' 1$~'~: Bureau in preserving bench marks will be a service, not only to this Bureau and Other government surveying organizations, but to all who may have oc- casion to use the marks in the future. ~5 ~ b' V ~ ~1`Jf ~~ Rora CvAB-86 (8-24-55) U6 Oomm-OC 18452-P62 ,~ ualITSD STAT&9 COAST AND CHODETIC SURVLS Birgit-order leveling 130.87 (A.CO.).--At Indian Island, JePPeraon County, on the U.S. I}oval Malazine reserve o~T "n, about 300 feot north oP the ad- ministration Duildinb, 77 Poet east of the center line of Lhe road -passing in front of the building, at building 70 (f Sre station), 3x.7 Peet nox•th of the southwest oorner, 13.9 Peet east of the soot hvreat corner oP the Pir a-truck garage extension, and 4.1 Peet north oP the north edge oP the boiler-room door. A quarter-inoh circulax• projection on n 3-inch bronze disk, stamped "ELV 130.87 :d.L.L.'N. :USTIIi C0." and set in the top of a concrete post project- ir>E; about 1 inch e'~ove ground. H 257.--:.t Il[d iaa Island, Jefi'eraon County, on the U.S. Laval Magazine reservatxon, a„ its north side of tr:e barrac rs building '(first building south of tae administration bulldin~), 35.2 feet west of Lhe uortheest corner, 3~ Peet east of Lhe northwest corner, in the top oP the retaining wall of tihewest steps leading Lo the basement entrance, ana 4.2 Peet north of the north side oP the building. n standard disk, stsmped "H 257 1944." E 257.--:.t Intllau Island, Jeffersvn County, on the U.S. Laval :Haguzine reservatxon~t~.3 miles north alonb the main north- ann-south road from the main gate of the U.S. P;avy installation, about 0.1 rails nor tt: ox' the sursait of a hill, across the road from s pipe line, i7 .6 Peet west oY Lhe center line vx' tue road, and i.7 feet north of a ~.rnite wooden witness post. „ scanaard disk, stamped "E 257 1944" and set in the top of a concrete post project- ing about 0.6 foot ebvve ground. EB 257 (U.S.A. ).--At Indian Island, Jefferson County, on the U.S. tinval Magazine resarvn ion, n out 2.3 miles north along Lhe main north-and-south road Prom Lhe main gate of the U.S. Navy in- stallation, about 1b0 feet northeast of Death mark E 257, described above, about 112 Peet uortheast of s break in grade, 2j.5 feet south-~ east of the center line of the road, and about level raith the road. n Corps of 'dngireers, U.S. fumy, standard crap-control-station disx, stamped "EE 2>7° and set in Lhe top of e concrete post projecting about 1 inch aoove bround. B 257.--it Zndian Island, Jefferson County, on the U.S. Naval Aagazine reserve on, a ou .2 miles north alone the mein north- and-south rona fro:a the main gate oP the U.S. I:avy installation, ate diagonal truss rona, at builaing 40, in Lire Lop of the east corner of the north retaining wall, 2.5 feet ~.veat of the east and, and 42 feat -:asst of the teeter line of the road, !. standard disk, stamped "r 25"1 1944." -3 IInoua Lo Hadlook, llaeh. Entl of the line. ' + -3 * IInoue to Hadlook. Aaah. wdITSD STATSS COAST AND G80DETIC SURVSy First-order leveling 130.87 (A.CO.).--At Indian Island, Jefferson County, on the U.S. Naval Magazine reservaL on, about 30U Peot north oP the ad- minlaLreLion building, 77 Poet east of the center line of Lhe road passing in front of the building, at building 70 (fire station), 38.7 feet north of the southwest oorner, 13.9 feet east of Lhe southwest aortrer of the firs-truck garage extension, and 4.1 Peet north of the north edge oi' the boiler-room door. N quarter-inoh oiraular projection on a 3-inch bronze disk, stamped "ELV 130.87 M.L.L.'N.AUSTIPI CU." and set in the top~of a concrete post project- Ly; about 1 inch above ground. fS 257.--:+t Indies Island, Jefferson County, on the U.S. Ldavnl iagazine reaervat ou, a ne north side of tr:e barrac rs building "(1'irat building south of tae administration building), 35.2 feet west of the northeast aor uer, 3S feet east o1' the northwest corner, in the top of the retaining wall of the west steps leading Lo the besement entrance, ana 4.Z feet north of the north side of the building. n standard disk, stamped "fI 257 1944." E 257.--:.t Indimr Isla rd, Jefferson County, on the U.B. Naval ,Magazine reservation, n oG~.3 miles north along the main norLh- ana-south road frca the main gate oftne U.S. navy installation, about U.1 rape nor tt: of the suramlt of a hill, across the road Prom a pipe line, 1').o Peet west oY the center line oi' tue road, and 1.7 Peet north o: s .unite wooden witness post. :, stanaard disk, stamped "E 257 1944" and set in the top o2' a concrete post project- ing about 0.6 Poot aba ve ground. %8 257 (U.S.S.).--AL Indian Island, Jefferson County, on the U.S. 1+aval Magazine reserve io~u, about 2.3 miles north along Lhe main north-and-south road from the main gate of the U.S. Navy in- stallation, about 1b0 feet northeast of bench t:ark E 257, described above, about 112 feet northeast of a break Sn grade, 25.5 Peet south- east oi' the center line of t:re road, and about level with the road. n Corps of E'n6lreers, U.B. !u my, stanaard map-control-station disk, stamped "EE 257" and set in the tog of n concrete post projecting about 1 inch above ground. F 257.--At Indian Island, Jefferson County, on the U.S. Naval Magazine reserve on, a ou .2 miles north along; the main north- and-south roes fro:a the mein gate of the U.S. t7avy installation, at a diagonal m•o ss road, at buiiaing 40, in the Lop of the east corner of the north retaining :roll, 2.5 feet west of the asst end, and 42 feet -.+ast of the center line of the road. A standard disk, stampe6 "F 257 1944." Ena oP the line. ~, -3 j ~ IInoua to Hadlook. Arab. wdIT&D STATES COAST AND CEODETZC SURVLS .First-order lrveling 130.87 la.CO.).--At Indian Island, Jefferson County, on the U.S. Naval 1lagazine reservat 6n, about 30U Teat north of the ad- mSnistrntion building, 77 Peet east of the center line of the road passing infront of the building,~at building 70 (fire station), 38.7 Peet north of the southwest corner, 13.9 feet east of the southwest oorner oP the fire-truck garage extension, end 4.1 feet nortb of the north edge of the boiler-room door. a quarter-Snob oiroular projection on n 3-inch bronze disk, stamped "ELV 130.87 hi. L.L.'N.AUSTIII CU." and set in Lhe top of n concrete post project- L~; about 1 inch above ground. FI 257.--at Ittd iaa Island, Je Y1'erson County, on the U.S. P:avnl ;ungazlne reservation, aT~north side oY tl:e barrac xs builaing "(first building south of Lae administration builaing), 35.2 feet west of the uorthenst cor uer, 3~ feet east oi' Lhe northwest corner, in the top oY Ltteretaining wall of UhewesL steps leading to the basement entrance, ana 4.2 feet north of the north side of the building. 6 standard disk, stsmped "H 257 1944.^ E 257•--..t Inaian Island, Jefferson County, on the U.~. Naval ,dagazine reservation, a out '.3 miles north along the main norUh- ana-south road from the main Bute of the U.S. I:avy installation, about U.1 tails nor tt: 01' the summit of a hill, across the road from a pipe line, i7.6 Paet west oY the center line oi' tits road, and 1.7 Peet north o: a ,rnite wooden witness post. „ standard disk, stamped "E 257 1944" sad set in the top of a concrete post project- ing about 0.6 foot above ground. SB 257 (U.S.E.).--At Indian Island, Jefferson County, on the U.S. naval Magazine reserve Ion, a uU 2.3 miles north along the main north-and-south road from Lhe main gate of the U.S. Navy Sn-. stallation, about 1110 Teet northeast of bench mark P 257, described above, about 112 feet uorthenst of a break in grade, 25.5 feet south-. east oi' the center line of the road, ana about level with Lhe road. n Corps of Lngireers, U.S. army, stanaard nap-control-station disk, stamped "EE 257" and set in the toy of a concrete post projecting about 1 inch aoove ground. F 257•--at Indian Island, Jefferson County, on the U.S. Naval Magazine reserve on, a ou .2 miles north alonE; the main north- and-south rosy frc:a the main gate of the ti.S. }levy installation, at a diagonal cross road, at builaing 40, in tits top of the east corner of the north retaining wall, 2.5 feet west oY the asst and, and 42 feet --.+a st of the center line of the road. a standard disk, stamped "F 257 1944." Ena of the line. 4/21/70 WASHINGTON - 53 U. S. DEPARTMENT OF COMMERCE ENVIRONMENTAL SCIENCE SERVICES ADMINISTRATION COAST AND GEODETIC SURVEY TIDAL BENCH MARKS Fort Flagler, Marrowstone Island, Admiralty Inlet Lat. 48°05'.5; Long. 122°41'.4 BENCH MARK 1 (1966) is the shank of the standard disk of former Bench Mark 1 (1944), set in south end of low granite boulder, about 220 feet north of Fort Flagler dock. It is about 3 feet from high waterline on east coast of Marrowstone Island, and about z mile from northwest point of island. Elevation: 7.42 feet above mean lower low water. BENCH MARK 2 (1944) is a standard disk, stamped "2 1944", set in top of large gray boulder at foot of bluff, about 150 yards north of Fort Flagler dock. It is about 16 feet from high waterline on east coast of Marrowstone Island and about i mile from northwest point of island. Elevation: 15.31 feet above mean lower low water. BENCH MARK 3 (1944) is a standard disk, stamped "3 1944'', set near north end of large light gray boulder about 16 feet from foot of bluff, and 320 yards north of Fort Flagler dock. It is at high waterline on east coast of Marrowstone Island and about i mile from northwest point of island. Elevation: 12.03 feet above mean lower low water. Mean lower low water at Fort Flagler is based on 3 months of records, July - September 1966, reduced to mean values. Elevations of other tide planes referred to this datum are as follows: Feet Mean higher high water 8.80 Mean high wat e r 8.00 Mean tide level 5.25 Mean low water 2.50 Mean lower low water 0.00 The estimated highest water level to the nearest half foot is 12 feet above mean lower low water, The estimated lowest water level to the nearest half foot is 42 feet below mean lower low water. USCOMM-CGS -DC Fi~4 CF.Tye a~' _ --~ m LL ~A 0 A r F: ,' UNITED STATES DEPARTMENT OF' THE INTERIOR ~i ~'t GEOLOGICAL SURVEY ~ ~ Ge ' , ~'~ Topographic Division ~'-,~ ` •; P. o. Box 3i~6 Sacramento 2, California 1~ `° ~~ ~` February 5, 1953 Mr. Harve~~ S. Christian, office Engineer Jefferson County Department of Highways Port Townsend, irlashington Dear Mr. Christian: Enclosed is a copy of the elevations and de- scriptions for the level line in the vicinity of Chimacum and Port Ludlow, Washington. This data is being forwarded to you in response to your request to the Seattle Office of the U. S. Coast and Geodetic Survey. Enclosure Very truly yours, ..~-r''' s ~~~~~~ C. A ECKLUND Pacific Region Engineer ~ 3,', ~ ..,.. ~ +"; ~ ;, t' : ~~ I•y . ,..., ~, VERTICAL CONTROL DATA U.S. DEPARTMENT OF COMMERCE by the NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NATIONAL GEODETIC SURVEY NATIONAL OCEAN SURVEY S EA~LEVEL DATUM OF 1929 Rx 683A U. S. DEPARTMENT OF COMMERCE (I•B• SB1 COAST AxD G[ODET IC tURV[Y RECOVERY NOTE, BENCH MARK R Designation H 17 State Washington County Thurston Nearest town Olympia County Chief of Party Distance and direction from nearest town At Olympia Recovery Date Sept. 194 6 Character of mark Standard disk Stamping Established by USC&GS Present condition GOOD Detailed report At Olympia, Thurston County, on the east side of Capitol Way, at the west entrance to the county courthouse, and in the south end of the second step from the bottom, A standard disk, stamped "95 715 x 17 1931 " xn 685A U.S. DEPARTMENT OF COf.MERCE (1.8.581 COAST AND OEOOLTIC SURVEY RECOVERY NOTE, BENCH MARK R Designation J 17 State Washington County Thurston Nearest town Olympia ~ County ~ Chief of Party Distance and directidn from nearest town At Olympia Recover.'y -Date Sept. 1944 Character of mark Standard disk Stamping Established by USC&GS Present condition GOOD . ' Detailed report At 0~1~?ttpia, Thurston County, at the State Capital grounds, on Axis 1, at e main entrance to the Temple of Justice, and in the east ' end of the second step from the bottom. A standard disk, stamped "113.241 J 17 1931." F{ ' ;~` yy 683.1 U.S. DEPARTMENT OF COMMERCE ( I-B~ r~l COAST AMO GEODETIC tURVEY ' RECOVERY NOTE, BENCH MARK Designation ~ R 17 State Washington County ThuTSton Nearest town Olympia County Chief of Party Distance and direction from nearest town At Olympia Recovery Date Oct. 1950 Character of mark Standard disk Stamping Established by USC&GS Present condition GOOD Detailed report PAGE NOR 33 45 wasft, MAY 1972 At O1 ia, Thurston County, at the State Capitol grounds, on Axis 1, a t e main entrance to the Legislative Building, and in the east end of the second step from the bottom. A standard disk, stamped '1115.039 K 17 1931•" 10 Waehe May 12, 1053 UNITED STATES COAST AND OBODF.TIC Slt1iVEY FSret-order leveling Burlington to AnacorteaL Washlnrzton The line follows hightyaye which roughly approximnte the route of the treat Northern Reilwaq. The original line was run in November end December 1922 by a party aupervieed by A, B, DerLokaon. The 11 no wee releveled in September and Ootaber 1862 by s party euporvieed by J, R, P1agBnier. These deeoriptione SUPERSEDE those previously publlahod, °~ s. c ,.,, ,,,,,, ^°"'"' RECOVERY NOTE, BENCH MARK R Designation D 13 State Washington Cmmty Skagit Nearest town Burlington County 91<agit Distance and Direction from nearest town At Burlington Character of mark Stamping Established by U. S. Coeat and Oeodetlo Survey Present condition ~ Not re covo red Detailed report A thorough search wee made tut the eta rk was not reoova rod, OAIOINAL DESCRIPTION D 13 RESET.--At Burlin ton. SHag1t County, on Rio Vista Avonue, 36 feetwe at and 30 feet nor h o tte intersect ton of Regent 9troe E, 3 feet South of the South edge of the north eidewelk of rho avonue> and ,Duet below the level of the concrete sidewalk. A ntandn rd disk, stumped "D 13 RTSFT 1944" and set in the top of a concrn to poet. NOTE,--This bench mark wep establiehad and its elevation de to nnined by the Asaletant County Engineer of Skagit County Sn October 1946 ,ve ~a~~5,,,,"T ~,r„~MMZft'R RECOVERY NOTE, BENCH MARK R Designation E 6 c P T 9 16 (U.9.G.tit)to vlaehington County Skagit Nearest town Burlington Coumy Skagit ltistance and direction from nearest town At Burlington PRD•I TRAY 9TA Character of mark Bronae disk Stamping tb .lb 35 B WASH Established by U. S. Geologloel Survey - 36.080 FT 1909 Present condition Good Detailed roport AE Burlington, et the northesst oornar of the Snteraeatlon of Feir- haven Avenue and Regent Street, (fl} feet northwest oP the center of the lnteresotlon, 24.6 feet southeast of the eoutheest corner of the RooaevrSt Orede 9ahool building, 12~ feet nest of s potter line pole, 3.2 feet nest of the west edge of s concrete eidenelk, 2~ feet norm of the north edge of a 2-Soot eUUnp proJeeting O.R loot above the grwnd, end riveted on the Lop of a 3~-inch iron pipe flush wiVw the ground, °~ a. ` „, saax '°""' RECOVERY NOTE, BENCH MARK R Designation $ 13 State i'laehington County SkegSt ' Nearest town Burlington County Skagit Distan anJ d"vection from n eat town At Burlington Character of mock Bronze disk Stamping S 13 1922 Established by U. S. Coast end Geodetio Survey 17,E1' 33.773 FI' Present condition Good Detailed report At Burlington, et the northeast corner of the intersection o4 Felr- heven Avenue and Pine Street, set vertioally in the south bees of and about the cent ter of the concrete foundation of the Darlington Fdiaon Drenoh Netlonal Borgc of Conmerce building, 491 foot coat of the center line of Plne Street, 40.0 feet north of the center line of the avenue, 11.2 feet Went of rho eoutheest corner of the building, end 0.2 toot ebovo the sldenalk. DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT SP Extra Foresight No. 1 State Washington County Skagit Distance and direction from bench mark 0.3 mile northeast of A 329 Detailed description Center line of U. S. Higlrwsy 99 and top of the eouthwast rail. DESCRIPTION OF BENCH MARK Dosignatian p 329 Slate Washington Co°nty 9kegtt Nca eat town Burlington County Skagit Distance and di .Lion (ro:n a rest town 0.9 mile nest Character of mark Bronzo disk Ste'n1"aa A 329 1952 Established Uy U. S. Coast end Geode`ic Survey Detailed description 0.4 adle west alc.rg Fairhaven Avetnte from the poet affiae et F3urll.ngton, thence 0.3 mile south along U. 9. HSghnay 99, thence 0.2 mile went along State high- way 1 C, about 100 yards southwest of the ^Y" Junction of en asphalt road leading west, 34.0 feat southeast of the eoutheest rail of the Greet Northam Railway, 2711 feet rorthwest of the center line of the hi~tway, 1.4 feet northtest of a telephone pole, 1.9 feet east of s witness poet, about 1 foot higher then the higltnay, end brewed on the Lop of a 3}-Snob iron pipe pro,jectlrig 1.2 Poot above the gro,uwl, DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT SP Extra Foresight No. 2 State Washington County Skagit Distance and diioctbn from hench mark At B 329 Detailed description Center of the intereeation of State Highney 1 C aM Pulver Road. DESCRIPTION OF BENCH MARK Designation H 329 State Nnehington County Skagit Nearest town Burlington ~ County 9keglt Distance and direction from nearest town 1.8 miles eouthweat Character of mark Bronae dlek Stamping B 329 1952 Established by V. 8. Coast ecM Ceodetio Survey Detailed description 0.4 mile asst along Fairhaven Avenue Eton the poet ofrioe at Burlington, thence 0.3 mile south along U. 3. I{ighndy 99, thence 1.1 miles eouthweat along State Highway 1 C, at the southeeet corner of the Sntareection of Pulver Road, 1Ur.0 feet south of the canter of the intersaotion, 28~ feet eoutheest of the center line of the highway, 1~ test Beet of power line pole No, HA 1-23, 1.0 feat rorthwest of a fsnoe, 1.7 feet southwest of a nitnese post, afoot level with the hlgl,nay, end brewed on the top of a 3}-inch Iron pipe pro,Jecting 0.8 loot above the ground. DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT SP Extra Foresight No. 3 State Neehington County 9keeit Distance and direction from bench mark At P 13 Detailed description Center of the Syttsreeotlon of State Highwep 1 C end a peed road running northtest-eouthsaats ay Awn. ' ,,,,,,,„,,, -'^"' RECOVERY NOTE, BENCH MARK R D~ +~ „ F 13 State Vlaehington County Skagit ., H,~ao~,t t.,,vn Harlington County Skagit 17h ~~ ..d .I„ ~, „ h.,.,. ear,-u town 3.0 miles southwest CI. ~cb•, .J ,. „k Dronae disk Stamping F 13 1922 tsl', I,liaho,l Iry U. 5. Coast end Oeotletlc Survey ELEY 21.14$ Ff a,r.,.,,l,nmhr.,n caaa Dntub~d nnmd 0,4 mile west along FeirheveMVamte from the poet office at Harlington, thence 0.3 roils south slang U, S. Highway 99, thence 2.3 miles southwest along Stat• Highnayl C, about 72 yards rtorth of fhb intersaotion of tM Avon Allen Road, et tM Avon Breroh of the Ganaral Rtroleum Competty Distribution Station, $} tells rorth-. seat of the crossing of Avon Allen Aoed and the Orsat Ibrthern Railway, 4611 feat rorthweet of the north corner oP the eouthneat one o8 tra buildinge, 18.3 feet eouth- eest oP the southeast rail, 15 feet woet of a telegraph pole, 3.4 feet eouthweat of a wltnesa poet, about 1 foot lower then the tseok, end set Sn the top of a concrete poet pro,Jecting 0.1 foot above the groped. DESCRIPTION OF BENCH MARK I„~,i, ~ C 329 Stato Neshington County Skagit u~.naal~wn Burlington Co.mty Skagit U„L,,,r,. ., n,1 dirocGmi b...,. n oat lows 4,1 miles southwest c.h.u.o for al mark Oronee disk Stamping C 329 1952 I +I.iLli.+huJ Ly U. S. Coast end Cealetic Survey Uctaihnl dcsuipGnn 0,4 mile neat slang Pairhaven Avenue from the poet otflca st Burlington, thence 0,3 adle south along U. 3. Highway 99, thence 3.4 miles southwest along State Hilhney 1 Cy 0.2 mile northeast of a srwll Wooden bridge, 23.0 fleet aoutheoet oP the , oentsr line of the highway, 2} feet teat of power line pole No. BA 4-7, 2.2 feet eouthweat of a witness post, about 2k test loner then the highway, end set in the Lop of s corwrete post pro,Jecting 0.4 foot stove the ground. DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT ~ SP Fxtra Fnrney~l,l No. 4 Stalo l'laehington County 9kaglt Dbd:mca unJ dh action Ino.. bench mark 0.15 mile eouthwast of C 329 DutailcJ description Center line of State Highway 1 C at tM eouthwast and of bridge Noe 562 '~"' „,,,,, ,,,,,,, •'•"~ RECOVERY NOTE, BENCH MARK R Designation 0 13 State t7eahington County 9kagtt Nrar~•m town grrlirylton Covnty Skagit Disl.mc~• ml Jirectinn I,nm ., ~amst town $,0 miles eouthweat Cha acter1ot mark Bronae dick- Stamping 0 13 1922 Eshddished by U. S, Goaat end Oeodetle Survey EIL^! 13.537 FT . Pmsmrt condition Cood Dotailed retort 0.4 Wile west slang Fairhaven Avenue from the poet ofPiae et eurlington, thenoe 0.3 mile south along U, S. liighwey 99, thence 4.3 miles eouthweat along State Highway 1 C, 0.5 mile northeast of the function of State Highney 1, 0.15 mile eovth- weet of a small wooden bridge, 16 rails eouthneat of railapoet 12 on the Oreet North- ern Rellwey, 55.0 feat northwrest of the center line of the highway, 45•g feet eouth- eaet of the southeast roll, 5.6 feet northeast of the north corner of a tad painted grainery, about 1 foot lower then the hiphney, and set Sn Ehe top of a concrete post projeoting 0.1 foot shove the ground, DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT SP Ezba Faroupht No. $ ~ State Washington County SkegiL Distanrn amt dimctinn from hench mark 0,4$ mile east of D 329 DotaJcJ description aye ,Junction, oentsr lines of State highway Y C end State Htghney 1. DESCRIPTION OF BENCH MARK Drsienahon D 329 State Washington County Skagit Nn.vest town Burlington County Skagit Di:.t.mm and direction Irnm nearest town 6.0 miles west Character of nm rk Bronae dtak Stamr.bg D 329 1952 Cstiblishcd by ~ U. S. Coast end Geodetio Survey Detaile,i Description 0.4 mile weal alorkg Fairhaven Avenue from Lhe post office at Burlington, thence 0.3 mile south along U. S. Higlmay 99, thenoe 4.8 miles eouthweat along State Highway 1 C, thence 0.5 sills nest along State Highway 1, 'at the Snteranction of a north-ewth asphalt rued, in the top of the south end of the concrete taco of the nest guard rail of s concrete bridge, 61,0 teat north of the center line ot•ths highney, 13} feet nest of the center line of the road, end about 1g toot higher then the highway. Spur line to U.S, Navel Air Station~Bhidbey Island) Outlylna Field Mount Vernon DESCRIPTION OF BENCH MARK De~:i,;naGn^ U 327 State Washington County Skagit Nsnost town ibunt Vernon Coumy Skagit laist,nr.r. an,i direction from noarest town 5,3 m11ae rorthwweet - Chor.nim nl mark Bronae dLak Stamping V 327 1952 EstablisheJ hY V. 3. Coeet end Geodetio Survoy Uot,ileJ Jcscriptim, $, 3 miles rtorthneat of Yount Vernon, at the V. 9. Nasal Air Stetson (Whitlbay Ielend) outlying Pield Yount Pernon, at the aT" ,9unatlan o8 State Highway 1-a and a Oreveled .coed leading acct to the edminietre tSon building end barraokss e4 the eouthweat entrance to the feeld, 72.0 feat east of the oentsr llns of the highway, SS feet eoutheest of the center of rte gate entrance, 32ti feet south of the canter ilea of the coed, 2.1 feet southwest of a wl.tnsee poet, about 1 toot higher then the highway, end set in the top of a aonorete poet proleoting 0.5 tent above ens grourtd. DESCRIPTION OF BENCH MARK D,•rign.,tl^n T 327 Stato Iteehington Covnty Skagit N.•.u,~rl row„ IbunE Vernon Cnunty Skagit Irst~mn amt di,eaim, tram noarcd town 5.3 miles northwest t. boon b•r of mark Bronse dick Stamping T 3271952 IstaLbsheJ hY U. 9. Coeet and Oeodetie Survey Dclailod Description 5,3 riles northwest of Nount Vernon, at the U. 3, Beal Air Station Bhldbey IeleM) outlying field Iburd Vernon, et tM admSnieEratlon batlldingo building No. 22)a 30 teat south of the neater Line of the graded road loading asst to taxiway No. 3, 8 teat north of the approxfretet oentsr of the, west ontrence Lo tM building, 2.2 Peat northwest et the rorthwset aormr, and eat in rho Lop of a ean- orete poet pro,Jeoting O.S Poot above the ground. .0318 21 DESCRIPTION OF BENCH MARK Designation W1 2 - iM 3 (USffi1) State Washington Gouty Skagit Nearest town Yount Verron County Skagit Distance and direction from nearest town 5.3 riles mrthweeL Character of mark Bronse disk ~ Stamping RN 2 - TW 3 Established by U. 9. A"R7 Snglaeers Detailed descriptidn 5.3 miles northwest of Yount Vernony at the U. 9. Navel Air Station (YDSr>bey~Island) outlying field Yount Vernon, at LM aouthweat and of the cantor line of the northeast-aouthweat runway No, 2, 50.5 tesE mrthaest of the aouthweat end of the rummy, end set In the Lop of m oomrete poe4 4-inohas below the runway eurfaoey ecceee Se had through s 6-ineh aaat iron easing with lie, DESCRIPTION OF BENCk MARK Designation pOT-TII 3 (US.E.D.) State Weetdagton - County 9ksgtt Nearest town Yount Vernon Gounly Skagit Distance and direction from nearest fawn 5.3 riles northwest Character of mark Hrortee disk Stamping PDT TLF 3 Established by U. 9. Army Engdnesre Detailed description 5.3 miles northweaL of Yount Vernon, et the U. Se Naval Air Station (Whidbey Island) outlying field Yount Vernon, 0.1 ells south along teziwey from the intersection of gravel road arosaing, Sn the oenter line of north-south tptdway No. 3r about ffidway between the mrthweet end of rummy No. 1 end aouthweat std of rummy No. 2, HD Peet mrth of the epprozlmets ceM.er of the "T° tumtlon of en asphalt road leading east to a large frame bulldingy aM sat Sn the top of a eon- orate poet 4-Smhes below tatdwpy suttees, aaceae Mieh Se bpd 6hrough a bdttc6 oast Sron easing with lid. DESCRIPTION OF BENCH MARK Designation R. 1-TR 3 (US.E.D.) State - Washington County 9kpglt Nearest town Yount 9ermn -County Skagit Distance and direction from nearest town 5.3 uil.ee mrthaest Character of mark Bronse disk Stainpin8 R 1-SW 3 Established by U. 9. Aroy Rnginsera AWI L-I91I 3 Detailed description 5.3 mllea mrthwest of Yount Vernon, pt the U. S. Naval Air Station (Whidbey Island) outlying field Yount Vernon, about 0.8 site mrthnset of the eoM.rol tower, at the mrthaest end of the center line of the mrthsreat-eoutheeat rummy No. 1, 87.7 feet southeast o4 the nnrthsrest end of the runway, end set Sn the tap of o oomrets poet 4-inches below the runney surface, eeceae ie bed through ^ b-ino6 oeatiron casing. DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT SP: Extra Foresight No. High point State Washington County Skagit Distance and direction from bench mark At B.Y. Rl - T17 3 (U.S.E.D.) Detailed description High point of U. 9. Naval Air Station (Whidbey Inland) outlying field Yount Vernon is the top of the surface of the rummy et the extreme myth corner of the mrthwest-aoutheaet rummy No. 2, about 100 feet mrthaest of bettch mark lu TP13 (US.E.-.). DESCRIPTION OF BENCH MARK Designation 9 327 State Washington County Skagit Nee eat town Yount Vernon County Skagit Distance and direction from nearest town 5.3 sites northwest Character of mark Bronse disk Stamping 9 327 1952 Established by U. 3. Coast end Geodetic Survey Detailed description 5.3 miles mrthaest of (bunt Vernon, eL the U. Sr Naval Air Station (Whidbey Island) outlying field Yount Vernon, et the control tower, set vertloalfly in the west face of the 2}- z 2}-toot concrete foundation 4or the mrthweet leg of~ the tower, 1.1 feet south of the mrthweet corner of the foundation, eM 0.6 foot shove the grouts. DESCRIPTION OF BENCH MARK Designation R 1 (O.S.E.D.) State Washington County Skagit Nearest inwnYount Vernon County Skagit Distan and direction fro act town 5,3 miles northwest Character of mark Hronte disk Stamping R 1 CL RMf 1 Established by U. S. Andy Fhgineere Detailed description 5.3 micas mrthwest of Yount Verron, et the U. Se Naval Air Stetlon (Whidbey Island) outlying field Yount Vermny about 0.2 mile south of the control tower. at the aoutheaet end of the center line of northwest-eoutheeat rummy No. 1, where it interaecta with the northeast and of runway No. 2, 31.5 feet mrthwest of the southwest end of the rummy, end set !n the top of a concrete poet 5-Snchee below the runway eurteeq eaaeae which da had through a b-inch asetlron seeing with a lid. DESCRIPTION OF BENCH MARK Designation R 2 (U.S.E.D) ~ State Washington County Skeglt Nearest town Yotud: Perron County Skagit Distance and direction hem nearest town S,3 miles mrEhweet Character of mark Bronaa dick Stampin8 R 2 Cl. AWT 2 Established by • U. 3. Aray Enginaera Detailed description 5.3 miles northsreat of Yount Vernon, at the U, 9. Revel Air Station (Rhidbey Ieletd) outlying field Yount Vetmony et the mrthaest end of the oenter lift bt the tiortkeeet-aoutheaet rummy No. 2 where it intereocte with the aoutheaet end of rummy No. 1, 0.2 ffile south of the control tower, 82.0 feet south of B. Y. R 1 (US.E.D.)a 3D.0 tact aouthweat of the mrthaest end of the rummy, eml set in the top of a conorote poet 5-inches below the rutnrey eurfaoes pccees which Ss bed through a U-inch oeatiron easing with a lid. DESCRIPTION OF BENCH MARK Designation RNY 1 - 2 (U.S.E.D.) Stale Neahington County Skagit Nearest townYourd 4arnon County Skagit Distance and direction from nearest town 5.3 miles mrthwest Character of mark Hrome disk Stamping YNT ANI 1 & RIiY 2 Established 6y U. 9. Army 19nginsere Detailed description 5.3 milee northaeeE of Youttt Vermny et the U. B. Ravel Air Station (Whidbey Island) outlying field Yount Vernony 0.2 mile south oP 4.he control towero at the prolongation of the oet!ter lines of northwest-southeast nmwgp Ro, 1 and mrthaest-erA,lthweet runrey No. 2~ about 140 yards seat of a large wits indicatory 33 fast east of the wet edge of the Eaxlwayy end sat in the top of • aomrete post flash with the ground. . End of spur Sine DESCRIPTION OF BENCH MARK Design.nio" g 329 State Washington County Skagit Nearest town Burlington County Skeglt .. Distance and direction from nearest town 6.9 miles weal C'baractcr of mark Bronse disk Stamping E 329 1952 Established by U. 9. Coast and Oeodetio Survey Detailed description 0.4 mile wesE along Fairhaven Avenue from the poet otfloe at Burlingtony thence 0,3 oils ~eouth along U. 9. Highway 99a theme 408 miles southwest along State Highway 1 Cs thence 1.4 miles west along State Highway 1, about 67 yards east oY the "T" function of a gravel road leading north, 22} feet south of the center line of the highway, 3 feet southeast of power line pole No, BA 7-40 2.4 feet southwest of a witness poet, 1.2 feet mrth of a fence, about 1 foot lotror than the highway, end set in the top of a mncrota poet proteating 0.5 Poot above the ground. "-s~' n , s,aa °`""° RECOVERY NOTE, BENCH MARK Designation N 13 State {yashington ..ounYy Skagit Nearest town Whitney County Skagit Distance and direction from nearest sown dt Whitney Character of mark Stamping Established 6y U. S. Coast and Oeodatlo Survey Present condition Not recovered Detailed report A thorough search was ,made for this mark but it wpe cwt recovered. ORIGINAL DEBCRIPTIOR At Whitne , Skagit Cotutty, on the Brent Northern Railways about 75 yards east of a highw¢y creasing, about lb yards west of a granary, and about 25 yards north of the center line of the track. A standard disk, stamped "R 13 1922" end set in the top of a concrete poet, DESCRIPTION OF BENCH MARK Designation 3 (U.S.G.S.) State Ueahington Co"nry~ Skagit Nearest town Burlington County Skagit Distance and direction from nearest town 7.2 ndlea west Chamctor of mark Bronse disk Stamping 3 1909 WASH Established by 11. S. Geological Survey Detailed description 0.4 mile weal along Fairhaven Avenue from the peat ofPlea et Harlington, theme 0.3 mile south along U. S. Highway 99, theme 4.8 miles southwest along Slats HSdtwey 1 C, theme 1.7 miles west alone State Highway 1. at Ehe northwest corner of the intersection of en asphalt mad leading south to LeComer and a gravel road leading north to Beyview, 3§ tails weal of the t'7nitney Station sign oP the Great Northern Railway, 73~ feet north of the center line o_* the highway, 28 feet west oP the canter line of the gravel road, ll.3 Peet south of the south rail, 1.6 feet northeast of a railroad oroeeing sign, 1.0 toot nest of a witness poet, about level with the highway, end set Sn the top of a concrete peat protecting 0.2 toot above the ground. Spur line to LaCOnner DESCRIPTION OF BENCH MARK Designation fl 329 State t7eahington County Skagit Ncareat town I.aCOrmer County Skagit Distance and direction from nearest town 3.8 miles north Chnracter of mark Bronse disk Stamping B 329 1952 Established by U. S. Coast and Geodetic Survey Detailed description 0.1 mile mrth along First Street from the Le0onner Branch of National Bonk of Conweroa et LeConner, thende 0.4 mile east along Yorrds Streets thence 3.3 miles north along a paved road, 0.8. mile south of bench mark 3 (U.S.C.S.), and tune- tion of State Hfehwey 1, 35.0 feet mrth of the mrthaest corner of a large grain berm 24 feet weal of the center line of the mad, 1B} feet north of a telephone pole, 1.1 feet east of a fame, 2.2 feet south oP a witness poet, about 1 foot lower then the toady end set in the toy of a oonorete poet protecting 0.2 foot above the grourd. DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT SP Extra Foresight No. 6 State Washington County Skagit Distance and direction from bench mark 0.4 mile northeast of 4 (US.G.S.) Detailed description Center line of the paved road over the approadmete oenter of eaenal. DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT SP Eztre Foresight No. 7 State Washington Gounly Skagit Distance and direction Irom bench mark At 4 (US.G.S.) Detailed description Int eraection, center lineof paved road and a paved toad leading nortNeeaL. 1~ w DESCRIPTION OF BENCH MARK Designation 4 (US.G S.) State Waehingttm County Skagit Nearest town LeCormer County Skagit Distance and direction from nearest town 2.8 miles north Character of mark Bronse disk Stamping WASH 4 1909 Established by U" 3. (ieologioel Sttrvey Detailed description 0.1 mile north along F1rat Street from the LaCanner Bramh National Bank of Commeroe et LeConner, theme 0.4 aU,e east along Norris Street, thence 2.3 miles mrth along a paved road, at the mrtheeat aide of a triangle formed by the "T" tunotion oP en asphalt road leading Beat, 41?F feet east o4 the oenter line of the paved roedy 13 tact northeeat of the road forming the mrEnoeat side of the triangle, 3 feet north of power line pole Y-A filly 1,k feet asuthtroet oP s board fences 1.2 tee¢ south of ~e witness posts about level with the road, attt! eat !n the top of • aomrete poet protecting 0.1 toot above the ground„ C•Bflg 22 3. DESCRIPTION OF BENCH MARK DESCRIPTION OF BENCH MARK Designation J 329 State Yleehington County ~ Skagit Nearest town 1.aConner County Skagit. Distance and direction from nearest town 2,0 adles north Character of mark BMrue disk St:nnphrg J 329 1952 Established by U. 8, Corset etal OeodetlC Survey Detailed description 0.1 adle north along First Street from the LeConnar Breneh National Hank of Cotmarae at LoConnnr> thence 0.4 mile east along Aorria Btreetr thence 1.5 miles north along a paved toady 252 feet north of the center of the "T" Junction of a driveway leading neat to a tarmhouaer 57 feet eoutheeet of and across the highway from power lira pole No, 3021. 20~ feet west of the oenter line of the roatlr 16 feet north of the center line of en old driveway leading west to w bernr 1.0 font east of a fender 2.0 feet south of a witneee peaty about level with the roedr and eat in the top oP a ooncrete poet protecting 0.3 Poo4 above the ground. Drslgnatio,; Dvtr"IiN 1 State tashington County Skagit Nra est o- Meoortes County Skagit Dr:L~nce nWJ dh action from nearest town 8.2 miles east Charnct~,+ of n+ark ~mnae reference-mark dlak Stamping DEhi.A !b 1 1939 C~.lahlished 6y - U. S. Coeat end Geodetic Su Nay Detailed description 8.2 miles east along State Hlghxav 1'from the poet ofPloe at Maeorteer 9.0 miles west of Hurlingtonr 0.2 mile Beat of the drawbridge over 9*inondah Slough. 49} feet neat of power line pole No. BA 9-er 46.0 feet north of the center line of the highnayr 21 feet south of the center line of an eephalt road paralleling the highnayr 2.1 feet neat of a witneee peaty about 3 Peet lower then the hlghwayr erM eat in the top of a concrete poet pro,Jecting 0.1 foot above the ground. DESCRIPTION OF BENCH MARK DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT SF Ezlra Foresight Nob State Ueohington County Skagit Distance and direction from hench mark 0.4 adle north a[ K 328 Detailed description - Center of the interenetdon of the paved road and an east-neat gravel road. DESCRIPTION OF BENCH MARK Designation K 329 State ftaehington County Sksglt Nearest town LeConner County Sksglt Distance and directim+ from nearest town 1.2 miles northeeet Character of mark Bronze dlek Stamping K 329 1952 Established by U. 3. Covet end Geodetic Survey Detailed description 0.1 mile rorth along First Straet from the IaConnsr Branch National Bank of Camsemer thence 0.4 mile east along Morrie Street. thenoe 0.7 mile north along n paved roedr at the ^Tn Junction of a treok road leading went Lo a large barn. 40 Peet west of end ecroee the road from power line pole No. 13595. 1911 feet weal of the oenter line of the roedr 2} feet north of a telephone polar 1,5 feet south of a witneee peaty about 1 Poot lower than the roedr end set Sn the top of a ooncrete poet proJeating 0.3 foot above the ground. DESCRIPTION OF BENCH MARK besignation TSde14 State Washington County Skagit Nearest town LeCanner Cmmty Sksglt ,Distance and direction from nearest town pt LaConner Character of mark Bronae dlok Stamping 4 1935 Established by V. 9. Coast end Ceodatla Survey Detailed description At LeConnerr et the intersection of Morrie and Third Streeter set vertically in the eopth face of the concrete foundation of the Skagit Valley Rural Telephone Company bulldingr 0.6 loot west of the eoutheaat corner of the toundeti0nr end 0.7 foot above the growl. DESCRIPTION OF BENCH MARK Designation T1da1 3 btato Washington County Skagit Nea est town LaConneor County Sksglt Distance and di tiers h m nenrosl town pt LaConner Stan pig 3 19 Character of mark Bronze disk 35 Established by U. S. Covet and Geodetic Survey Detailed description At LeConnerr about 45 yards east of the interaeotion oP Pirst and Washington 3treatar set in the top of a ledge in a large outcrop at the seat end of a boardneLc leading aaet along the south Bide of Washington Street and about 15 feet higher then the Sntereectionr 4} feet south of the oenter line of the welkr 1.7 feat eoutheeet of the northeast edge of the ledger end about 2 feet hider then the path leading up the hf11. DESCRIPTION OF BENCH MARK Dosignmion Tidal 2 State ltaahingEon County Skagit Nearest town LeConner ~ County Sksglt Distance and direction from nearest town At LeConner 2 1935 Character of mark Bronze disk - Stamping -Established by U. 9. Covet and Geodetic Survey Detailed description At LaConnerr et the Laronner Branch National Bank of Co®erce building. set vertically in the nest bri ~:; wall of the building. 0.9 foot north o4 the eouth- neat corner of the 6ui1d1ngr end shout level with the eidenalk. DESCRIPTION OF BENCH MARK Designation Tida15 State Washington County Skagit Nearest town LaConnea• County Sksglt Distance and direction from nearest town At LeCototer Character of mark Bronae disk SL~mping 5 1935 Established by U. S. Coact end Geodetle Survey Detailed description At LeConnerr about 74 yards south of the Sntereeotion of First aM Douglas Streeter at the SteMerd 011 of Callfornle bulk plenty set vertloaLly in the weal face of the concrete foundation of the etorege tanker 3.4 feet north of tM eouthweat oorner of the toundetionr and about 1.2 feet above the ground. End of sour line DESCRIPTION OF BENCH MARK Designation F 329 _ State ftenhington County 9ka~t Nearest town Burlington C my Skagit Distance and direction from nearest town 7.9 milers west Stamping P 329 1952 Character of mark Bronae dlek Established by U. S. Coast 'and Osodetio Harvey Detailed description 0.4 mile went along Palrhaven Avetheeres 4•Sh~seteouthweat al~ong~ter thenoe 0.3 mile south along U. 9. Highway 99r lr 102 feet west of the approzi- Righwgv 1 Cs theros 2.4 miles west along Stets Highway feet south of mats center of a levee. 93 feet west of power line pole Noe HA B-4r 4911 Lhe oaM,ar line of the highnayr 15 feet south of the center of the west end of ^ 1- faot concrete pipe culvert under • driveway leading ewth to • tleldr 6 tint went of the west end of a Eater 2.3 tact rortfi of nand sat Sn fh~op ofhaaeonoraE wi~n~e a poet~bout02 ti o0 abovetthe gxround~~r prof in6 4 Drsh;n:n~on PaT.i.A Rl(2 State Washington County Sksglt Nr;,rest town Macortea - CauntY Skagit Di.:l:mra and Direction Irom nearest town 6.2 miles east Cb:u;ntor of mark 8ronae reference-mark disk Stamping DgLLA NO 2 1939 C::tabfislmd by U. S. Coast end 6eodetie Survey Detalyd description 8.2 miles east along State Highway 1 free the poet offlee at Meeorteer 0.2 mile east of the drawbridge over Swimmfeh Slough> 96 feet north of the center Lino of the highnay> 491! feet north of poeror line pole No. BA 4-Sr 45.0 feet east o4 trienguletion atetdon DEI.LAr 28 feet north of thecenter line of en asphalt road pera11e11ng the highnayr 1.9 feet weal of a witneee peaty about 2} feet lower than the highnayr and eat in the toy of a concrete poet flush withthe ground. DESCRIPTION OF BENCH MARK Uosignatinn Tidal 5 ~ DELLA State Nashington County Skagit Novrsl town Macortee County Skagit Distan ant direction fro est town 5.2 miles east Chnmctor of mark Bronze trlenguletion-atetfon disk Swmping DE,LA 1939 EstaLlishod by U, S, Coact and Geodetic Survey Detailed description 8.2 miles east along State Nighwoy 1 from tM poet office at Anaoortaer 0.2 mile east of the drawbridge over Sxlnomish Slough. B3 fleet north of the oerder line of the highway. 69 Peet rwrthweat of power line pole No. BA 9-8r 15 feet north of the center line of en asphalt mad perel1e11ng the highnayr 10.0 feet south of a fencer 2.0 feet north of a witness peaty about 2 feet lower than the highnayr and set in the Lop of a concrete post protecting 0.1 toot above the ground. DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT 9P Extra Fomsipht No. 9 State Ueehington County Sksglt Distance and dimgion Irom bench mark At L 329 Detailed description Center line of State Highway 1 et the seat end of the drasebTldge over Snlnanleh Slough. DESCRIPTION OF BENCH MARK DesienaGon L 329 State Washington' County Skagit Nearest town Aneaortee County Sksglt . Distan and dimdion ho eel sown 8.0 milae eoutheaat Ghamdcr of mark Bronasn dlek Stamping L 329 1952 Extiblished by U. S. Coact end Geodetic 3ttrvey Dotailod description 5.0 odlea eoutheaat along Stets Highway 1 from the poet offioe at Anaooxtiesr in the top of the east and of the north eidena]k curbing of the draw- bridge over Swinomiah 9lougter 12 feet myth of the oenter line of the highnayr 4.0 feet south of the north reilingr and 0.5 foot higher then the highway. DESCRIPTION OF BENCH MARK Designation Tide12 State ^aehington county Skagit Nnvest town Macortea County Skagit Distance and directors hem n est town 8.0 miles eoutheaat Character of mark Bronae disk Stamping NO 2 1939 Established by U. 5. Coast and GeodeLlc Survey Detailed description 8.0 miles southeast along State NSghnay 1 from the poet office at Macortear 0.2reila north of the highway Iran the anal end of the drawbridge over Swincmish Slough. on the Great Northern Railnayr 0.05 ndle east of the east end of the reilmpd drawbridge over the slough. 1} reSle neat of a awnaphorer 14.0 feet oath o4 the south refit 3 Teet northeast of the center of a Biker about 5 feet loner then the treckr and set in the top of a eoncnte poet proJeoting 0.3 foot above the ground. Notes disk Se elenting slightly. DESCRIPTION OF BENCH MARK Designation Tldel 4 State Washington 'County Skagit Nna cst town Anacortee County Skagit Distan ant direction fro est town 7.9 miles southeast Chnmcter o! mark Bronae disk Stamping NO 4 1940 Established by V. 3. Coast end tleodetle Snrvey Detailed description 7.9 miles eoutheeet along State Highway 1 from the poet otlies at Anacortear on the Greet Northern Railnayr about 0.2 mile north of the highnayr in the top oP a wnerete foundation of a steel rotator of • steel drawbridge No. 12 A over Swinomieh Slough. 9.5 feet south of the center of the rotatory 1.9 feet west of the steel cmee grinder. 1.6 feet north of the eavthern moat part of the steel par- Smiter of the rotstorr end ebont 9 feet lower than the_tretk< DESCRIPTION OF BENCH MARK Designation J 13 State Washington County Skagit Nearest town Anacortee County Skagit Distance and direction from nearest town 7.9 eSlee eoutheaat Character of mark 8ronae disk Stamping J 13 1922 Established by U. 9. Coast and peodetie Survey 14.BY 6.E04 PT Detailed description 7,9 miles eoutheaat along State Highway 1 from the poet offioe at Aneoortesr on the (r7eat Northern Railway. about 0.2 mile eweth of the highnayr itt the Lop of a eonorots foundation of a etael rotaGr of the steel drawbrldga No. 12 A over 9wlnanSeh Slough 8.4 feet northeast of the center of the rotatsrr 3.2 feet eouthwaat of the northeeetern moot pert of the steel perimitar of the rotaterr 1.2 teat south of the northern moat etasl girder. and about 9 teat lower tMn the track. C•31H 23 DESCRIPTION OF BENCH MARK Designation G 329 Statv 1'laahington Grunty Skagit Nearest town Mecortee County Skagit Distanco and direction from nearest town 7,4 miles southeast Character of mark - Brorme disk St•'n~l""g G 329 1952 Established by U. S. Coast and 6eodetlc Survey Detailed description 7,4 m11ea eoutheaet along State Hlghwey 1 Pram the post office at Mecortee, at the east corner of the intersection of a paved road leading southwest and a track coed leading northeast, 2542 feet rorthenst of the center line of the highway, 23y1 feat southeast of the canter line oP the track rued, 2~ feet eoutheaet of power lira pole No. BA 10.4, 2.1 feet northwest oP a witness poet, about 1 foot highea than the highway, and eat in the top of a conorste poet pro~ecting 0.3 foot above the ground. DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT SP Extra Foresight No. 10 Stara Y'teahingtos County Bksgit Distance anJ direction from bench mark At G 329 Detailed description "T" Donation, center lines oP State Highway 1, end a paved roatl leading southwest. DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT SP Eztra Foresight No, 11 Slate Tiaehington County Sksglt Distance and direction Irom bench mark At H 329 DetaileJ Description Center line of State 111ghway 1, end on tap of the weal call oP a spur track of the Great Northern Hallway. DESCRIPTION OF BENCH MARK Designation Y 329 State Washington County Skagit Nea eat town Mecortee Cuuury Skagit Distanco and direction from namest town 6.7 mSlea southeast Character of mark Bronze disk .Ramping M 329 1952 Established by U. S. Coast and Geodetic Survey - Detailed description 6.7 miles soot!»eat along State Nighwsy 1 from the post offioe at Mecortee, 167 feat northwest of tlrn northwest rail of the Oreet Northern Rallxay onseing et Y7hitmereh 91d1ng, rortheest of u acroae the higlmey from a tavern, et the eoutheaet corner of a rnllroed loading platform, 42~ Peet north of the center line of the highway, ~~ feet northwest of power line pole No. BA 23-10, La.4 feet west of the southeast aomter of the P1atPorm, 2.0 Poet south oP the south aide of the platform, 2.0 feet west of a witness poet, about level wiW the highway, entl set in the top of a oonarete poet pro,Jecting 0,3 foot above the ground. DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT SR Extra Foresight No. 12 Slate 1'lashington County Skagit Distance anJ d;rection Irom bench mark 0.1, miles southwest of N' 329 - Detailed Description nT" Dunotion, canter line of State Ilighxoy 1 end paved road leading southeast to LeConner, DESCRIPTION OF BENCH MARK Designation N 329 Stafo Yleshington County gkagit Nea eat taw Macortes County Skagit Distanco and dhecdan Lvm nnamst town 5,g miles eoutheaet Charaaor of mark Bronze disk Romping N.329 1952 Established by U. S. Coast end Geodetic Survey Detailed descriptive 5,g relies southeast along State Highway 1 loom the post offioe at Meoortes, 0.15 mile southwest of the ,Junction of a gravel road loading eoutfieest, north oT and acroae the hit)twey from a yellow frame house, 72 Peet west of power 1Lto pole No. BA 11.15 with a gyy wire and a tru nafonner, 29 feet northwest of the center line of the highway, 21f, feet southeeat of a taleplrane pole, 2.0 feet seat of a witness post, about level Mth the highway, end set Sn the top oP a oonorete pool proD~Ling O.5 foot above the ground, DESCRIPTION OF SUPPLEMENTARY ELEVATKN POINT .Extra Foresight No. 13 Stato {Yeshington County Skagit Distance and direction fmm bench mark 0.2 oils west of N 32U Daiaifvd'description Center of the intersection of State Itighwoy 1 and a rorth-south paved nod. DESCRIPTION OF BENCH MARK o~~:.i~n.~G,.n P 329 Stle iinahington County Skagit N~r.nrst town pnecortes County Skagit D;,t.~ncr :mJ Jiro.Gou from a cat sown 3.6 odlee eoutheaet Ch.,ractm of mark Bronze disk Stamping P 329 1952 EslobbsheJ by U. S. Coast end Geodetic Survey Uewil¢d description 3•b adios southeast along State Highway 1 11mm the poet office at Mecortee, et the northwest and of and on the outside of s eutwg4B1p feet northwest of poser line pole No. BA 13.26, 24~ feet northeast of the canter line oP the high- way, 4~ feet'rorth of a poser line guy wire pole, 2.2 feet northwest of a witrteee poet, about level with the highway, end set in the top of a concrete poet pro,Jeating 0.2 toot .above the ground. - DESCRIPTION OF BENCH MARK D~rsirtnaGnn q 329 State Naehington County Skagit w~:urn town -Anecortae County Skagit Uiat~om and dmction from nearest tvwn 3.0 miles eoutheaet CLaracWf of mark Bronze disk Stamping Q 329 1952 Established by U. S. Coast end Geodetic Survey . DolailaJ description 3.0 thlles eoutheaet along State Highway 1 from the poet office at Anecortes, 1n the top of a ledge of en outcrop at the base of a high rock cliff, 1271a Peet west of the center of the aTa Donation of a dirt road leading northeast, 110 feat narthxoet of poser line pole No. Y-A 15-4 with 2 guy wires, 51 feet south- west of the center 11ne of the highway, end about 4 feet higher than the highway. DESCRIPTION OF BENCH MARK Dr,i,;n.itim, R 329 Aide Washington County Skagit N„ ,_xl town Anecortea County Skagit - Uistanco amt Direction hoof nearest town 2.2 miles eoutheaet - Cl,ara,tmnlmaik Bronze disk Stamping R 3291952 Ent LlislwJ 6y U. 3. Coast and-Geodetic Survey Urt.,iled dcsuipGon 2.2 miles southeeat along State Highway 1 from the poet oPtice at pnacortes, et the summit of a grade, et the entrance to an abandoned gravel Pit, about 69 yards east of the "T" ,Junction of a graded road leading south, 32 teat south of the center line of the highway, 29 Peat north oP the center of a gate acroae the entranceto the gravel pit, 3I1 Peet south oP a telephone line 'pole with e gR9 wire, 2.0 feet nest of a witneeo post, about level with the highway, and set Sn the top of a corroseta post proDecting 0.3 foot etiove the ground. DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT SP Eztrn Foresight Nn. 15 Slats Washington County Skagit Distann; and J'vcctimt Irom Gooch mark At R 329 Dotailed description "Te Dunotion, cantor lino of State Highway 1 and • gravel Ned leading eoutheaet, near the aunwlt of a h111. DESCRIPTION OF BENCH MARK Dcsiunallnn 9 329 Stara Washington County Skagit Ncarosl town Aecortee County Skagit Ui,tumo onJ dvrcti„n from narest town At Anaoortea Ch:u,trter ul mark tfronza,alakStamping s 324 1452 Cslabfished by U. S. Coast end Geodetic Survey Uet.'ileJ dcacription At Mecortee, at the southeast corner of the Sntsreeetion of Cammeraial - Avenue end 28th Street, at the northwest corner of the Mecortee playground, ainotly across the avenue Irom the Pilgrim Congrogational Church, 38.0 feet east of the oen- ter line of the avenue, 34} feet a rith of the oenter line of the street, 2.3 teat west of a pu war line pole, about level with the avenue, end set in the top of a oonorete poet pNDecting 0.2 foot above the ground. Bnur line to t1dn1 marks wost of Anacorto s. S~' DESCRIPTION OF BENCH MARK Desh;mnion W 329 State Washington County Skagit Non oat town Mecortee County Skagit Disb,nrv nnJ Jirrclion from near¢sl town At Maoortae Chamctcr of mark Pronze disk Stamping W 329 1952 EslabbshoJ by U. S. Coast end Geodetic Survey DetaileJ dvacription At Mecortee, at the rortheaeL oorner of the' Sntereeotlon of 12th Street entl Avenue L, 2B feet east f the center line of the avenue, 31 feat north of the center line of the street, 3.3 feet west of the wrist edge oP a conarate eida- walk, 3 feet northweat of a power line polo No.~324, about level with the Snter- eection, end eat in the top of a conorete post pNJeoting 0,3 foot above the ground. DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT SP Extra Foresight No. ]4 State Weohdngton County Skagit D'utance and direction from bench mark At J 343 Detailed description Center of the intersection of State Highway 1 and a paved road north Lo Baxter and Soutd to Simllk• DESCRIPTION OF BENCH MARK Deaignat;on J y,3 Stara Washington Comity Skegtt Neamst town Areoortea C«mtY Skagit Distance am3 direction hom enrost town 5,1 miles eoutheaet Character of meek Bronzsndlak Slan,pina J 343 1952 Established by U. S. Eoeat end Ceodetia Survey Dotailed description 5,1 miles southeeat along State Nighway 1 from the poet offioe et Anacortss, 125 feet east of the oenter of the interaeation of the Hexter Roed lead- ing rorth and Smilk Beach Roed leading south, 59.3 feet northeast of the northeast corner of a service station, 31.9 feat south of the center line of the highway, 21 feet west of a fence corner poet, 3I1 feet south of a telephone pole, 2.3 feet neat of a witness post, about level with the highway, and set In the top of a oonarete poet pNDeoLlag 0.2 toot ebova_the gnttnd. °~"~'' ,„,„,„,,,, '°"`•" RECOVERY NOTE, BENCH MARK Designation lC 13 ~ State Washington County Sksglt Nearest town Anarnrtes County Sksglt Distance and direction from nearest town 5,g miles eoutheaet Character of mark Brame dick Stamping 6 13 1922 Established by U. 3. Coast end Geodetio Survey ELSV 44.314 P1' present condition Good - Detailed report 5•I miles southeeat along State Highway 1 from the poet offioe at Aneoortee, thence 0.6 mile north along Baxter Road, thence 0.1 mile Beet along county aaphelt road, 7} Tells eoutheaet of the Great Northern Railway crossing, 141.8 Teet northeast oP and sense the tra ok from the northeast corner of • two story abandoned farmhouse, 42.3 feet east of the east redl,<4.3 feet west of ranee, 2.1 feet seat oP • witness post. about 2 feet higher then the track, and set Sn the top of a concrete post p_rolepDing. 0.2 foot above the gntuM. For additloml bench marks in this viclnitq, see the line, "4.6 ML. SE of Anacortos to 2.8 Mi, S of Clinton (Klridbey Zeland)a Washington (106 Wash.)." DESCRIPTION OF BENCH MARK Drsign.nion y 32q State {Yeshington County Skagit Nearest mwn pnacortee County Sksglt Uistancv amt direction from n eat town 1.6 miles southwest Chat actor of mark Dronze disk Stamping 9329 1952 Established LY U. S. Coastand Geodetic Survey ' DctailcA description 0.4 mile south along Stela Highway 1 Irom the post office at Anaoortaea thence 1.2 miles west along en asphalt road (12th Street), 52 feet south of the center line of the Ned, 22 feet southwest of a gesoling pump, 17 feet southeeat of an 8-Srroh ceder tree, 1.7 feet west of the northweat oorner of Seaters Orooery store, about level with the road, end set Sn the top oT a oonarete poet pnDeoting 0.3 toot above the ground. DESCRIPTION C~ BENCH MARK Designation U 329 State Washington County Skagit Nn, eat town Maaortea County Skagit DisWn rid dirccNon Irom n eat town 2.6 miles eouthrroeL Chamcter~vl mark Bronse edisk Stamping U 3291952 Established by U. S. Coast and Geodetic Swvey Detailed description 0.4 tulle ewth along State Highway 1 from the poet office at Meoortee, thence 2.2 miles west along en asphalt road, at the nqn Dunotlon of a gravel road leading south, 54 feet eoutheaet of end aeries the road fY•om a power line pole with a guy xire, 47 feet Beet of the center line of the gravel road, 32} feet eartheeeL of the center line of the aepholt road, 1.9 feet west oP a witness poet, about 1 foot higher then the ned, end set Sn the top of s oorwrete poet proDecting 0.4 foot above the grouud. DESCRIPTION OF SUPPLEMENTARY ELrVATIOTG POL~ti gp Extra Foresight No. 18 State {faehington County Skagit Distance and direction from bench mark At U 329 Detailed doscription "1'" Dunotion, oenter lines oP the paved sad arM a gravel road feeding eoutheaet. c•sie n DESCRIPTION OF BENCH MARK Designation T 329 State {'lashington Cower Skagit Nearest tmvn Anacortes County Skeglt Distzncc and dirediun Gam nearest mwn 3.6 micas west Character of mark Bronze disk Stxnpine' T 329 1952 EstablishoJ by U. S. Coast and Geodetic Survey Detailed description 0.k mile south along State fUfJtway 1 L'rom the poet ofYiee at Anaeortea, thence 3.2 miles west along en asphalt roads et the "T" Junction of Alexander Basch Road, 125 Peet south of and across the Junction it•om the south corner of a frame house, k7 feet southeast of the oanter line of the road, 28 feat southwest of the oanter line of Alexander Beech Road, 2,8 feet southof s 6-foot high white road sign posts 1.8 feet southeast of a witneea post, about 1 foot higher than the road, end set in the Lap of s concrete post proJeoting 0,7 foot above the ground. DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT SP Extra Foresight No, yq State IYashington County Skagit Distance and directon from bench mark pt T 329 Detailed description nT"' Junetlons canter lines of the paved coed and fire Alexander Beach Road leading casts at the avmmit of a hill. DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT SP Extra Foresight Nu. 20 State 19aehington County Skugit Distance and diracfion from booth mark 0.6 aSl.e north oP Tidal 3 Detailed description "Tn Junction, oanter lines of the paved road end a paved road loading south to the Ccest Guard Durrote: Island l.t. Station. DESCRIPTION OF BENCH MARK Designation Tidal 3 State Washington County Skagit Nearest town Macorteo County Skagit Distanco and direction from ncarost town 4 9 miles aoutheest Charador of mark Bronze tidal mark dick Stamping 3 1939 Established 6y U. S. Coast end Ceodotle Survey Detailed description 0.4 mile south alone State JU a,Jmuy 1 from the post office et Macortea, thence 4.0 miles west along an asphalt roxd, thnnca 0.5 mile nouth along en aepholt road, et the E. K. Woods Lumber Oanpagy Dock, nbont rho tooter of the south olds of tlw Sock, in the toF of and rho extreme suuthwoat corner oL a concrete fouudut ion for o crane (Which hoe been removed), 23 feet southeast of Lhe center of the aocnnd door west of a stairnay, 2l feet eouthwnut oP the base of rho stairway, 19; feat south of rho south wall of the lwnbor mill, and flush With Lhe floor of the dock. DESCRIPTION OF BENCH MARK Designation Tidal 5 State ti7aohington Cuunty Skagit Nca cst town Anacortes County Skagit Distanco and a~nctinn from nnirost town 5.1 miles eoutl,wast Character ni nn:k Bronze {idol mark disk Stamping 7 1940 E stablishcri by U. S. Coast and Oeodutic Survey Dolailed duscription 0.4 idle oouth along 9tato Highway 1 from the poet office et Maaortes, thence y.0 adieu woof sloop, an asphalt roxd, thence 0,5 mice south along en espllolt road, thence 0.2 mile weal along Pebble Deachy 0.2 Ia11e west of rho E. K• lloodo Lumber Cmpagy Dock, at the extreme. west end of the beam, in the top of an'outorops of theteoutheaetttace of eolO-footchiyJrerockt cllfP,aaboutr3afeetshighar ihanuthea~ beach. end marked by the Mute pa:tnted letters "Dif". End of spur lino. PF~Si'^^rfo ;+~®;,A^rs°~~^'°e RECOVERY NOTE, BENCH MARK R Designation Tidal? State {Yashington County Skeglt Nearest fawn Macortea County Skagit Distance and direction tram n. rest town At Anaeortea Character of mark Bronze odisk Stamping 71922 Established by U, S. Coast end Geodetle Survey Presont condition Cood Detailed report At Anacortee, et the eouthwent oorner of the intereeation of 8th Street end Commerclol Avenue, set vertically in the north Hall of the Nen 7Jil son Hotel buildings 41 feat south of the oonter line of the street, 1.1 feet neat of the north- east corner of the building, and 1.3 feet higher than the sidenelk. DESCRiPT10N OF SUPPLEMENTARY ELEVATION P09NT SP Extra Foresight No. 16 State Weahitrgton County Skagit Distance and direction from booth mark At tidal 7 Detailed Jescription Center of the intersection of Commercial Avaente end 8th Streets 1n AnecorLes. rus ^e~r'ra`,.•,,ma~ oW °rR^rio. RECOVERY NOTE, BENCH MARK Designation Tidal 6 State 17nshington County Skeg3.t Nearest town Macortea County Skagit Distance and direction from noarest town At Anaeortea Charador of mark llronae disk Stam9ing 6 1922 Established by U. S, Coeet and Geodetic 9urvgy Present condition Good Detailed report At Aacortea> et the southwest oorner of the intersection oP 7th Street and p Avenues eat vertically in the west face of the Eagles bulldings 2.1 Peet south of the northweeE corners and 1.7 feet hif}ter titan the eidetrelk. » arrwe.NT OxN~aKSx•,".:% RECOVERY NOTE, BENCH MARK Designation Tidal 5 ~ State Woahington County Skagit Nearest town Macortea County .Skagit Distance end direction from nearest town At Maaortes Character of mark Sronse disk Stomping g 1922 - Established by U. 3. Coast end (leodetie Stuvey Presont condition Goad Detailed report AS Anecortess et the Great Northern ReilwAV etetiony set vertlcelly Sn Lhe north face oP the building{ 26.0 feet neat of the west rail. 3.5 feat nest of the norEhaaet corner of the buildings end 0.7 foot higher than the brick walk. OESCRIPTION OF BENCH MARK U~,~en:ulun •Mdal ]q State !Yashington Cuunty Skagit Ilc.ust rown Aacortea County Skagit D;,tan -c . nd rkmgixn from nearest town At Aneabrtns ~_r.~~.n mr ..I ,r ark Bronze disk Stany,ing NO 141939 .tal,lishcJ by U. S. Coast and Geodetic Survey Uowiled Jescription At Maaortes, at the poet office building. et the northeeat~ cormr of 6th Street end Coruaercial Avenues in the Lop of the concrete foundation of the build- ing, 14# feet north of the center of the west entrencas 0,7 foot south of the north end oC the first window north of the nest entrencet 0.4 foot Beat of the went face of the foundation, and 2.7 feet higher then the ground, DESCRIPTION OF BENCH MARK li,~-.iun:~b»n Tide112 State {Yashington County Skagit N~~.~ <•st town pnecortes County Skagit DF,emce ;mJ JirecUnn Iron nearest town AL Aneeortee Stamping 12 1934 CL:u.,,.lor W mark Bronze disk Est,LhshuJ by U. S. Coast end Geodetic Survey 'D~:.iilad dc~ci iptton At Anaccrtea, at the northeast corner of the intereactf.on of Cormoerciel Avenue and Ath Street, sat vertically in the south face of the concrete Poundation of the 0osier Furniture Cpapagy building, 26.8 feet asst of the southwest corner of the bulldingt and 0.2 foot higher than the eldesralk. DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT SP Extra fomsight No. 17 State Neahington County Skagit Disi:wcc and JirecGun Gum bench mark At Pidal 11 - DctadcJ Jescription Center of the intersection of Conmerciel Avenue end 3rd Streets in Anacortna. DESCRIPTION OF BENCH MARK De,inn:,non Tida111. State 1ashington Downy Skagit tJ.„rest town pnacorteo Coun% Skagit Di~.lai ml Direction (ruin n . eat town pt Maaortes G.. nrwr of n n,k Bronze disk Stamping 11 1934 Cs1a~IdLshed vy U. S. Coast end Geodetic Survey Dol.,ilud Jescription pt Mecortes, et Uha northwest oorner of the intereeation of Coovoaroial Avenue end 3rd Street. in the top of Lha concrete curb of the streets 52 feet north- west of Lho center of the intereeations 25 feet rwrth of the center line of the streets 13.3 feet south of the southeast oorner of rho A. Olson buildings and 0.8 Poot higher than the street. .'~^ • ,,,,,,, ,,,,, "°`•` RECOVERY NOTE, BENCH MARK R Desy;n.nion Tidnl 1 State k"aohington County Skngit Ne.~mst low,: Anncurtoo - County Skngit pi.l.inr.• and Airnction Iron nea~erl town At Ane CC rtOa Ebn,.iclor nl mark StAmping Est:hli.bnd Ly U, S, Coast end Oeodotic Survey Pmsom aondnim, Not 1•e rovorad Dm„lied mn~,rt The ro ere re moos pro Joeting parts of atone on rho building nt about the ntuns lOCnti.on na mentianod in rho old description, was unable to date rrnino which point to usu. ORIGINAL DL•'SCRIPTION At Anacorto a, Skngit County, at the aoutheest corner of Fourth Stroct and Cormtnrc~.nl Avenues at rho old Hnnk of Conunarcri of Aracortoa bu11d1.ng, in rho top of rho gray sandstone beoe block supporting the first brlcf< pier lust south of rho seat wSndow, about 20-1~2 feat south of the north fnco of the building, end about 20 incho0 higher than the sldownik. Tho confer of the top of the pro Jetting part of a stone. '~"-' „ ,,,,,,, ^'""` RECOVERY NOTE, BENCH MARK R Dcsirnation Tidsl 2 Salta' lYashington County Skagit Neamst !own Aacortea County Skagit Dislanc,: anJ Ji rnclion from nearest town At Macortes Chnradur o1 mark Bronze tidal mark disk Stamping NO 2 1921 EstablisheJ by U. S. Coast end Geodetic Survey ' Presont condition Good DotnileJ report At Anecortea, et the fYehermens Pecking Corporations et the west end of 3rd Straetis at the Web house, set rerticslly in the concrete foundation inside northtoPdtheockutheaet2corner,eQnd O97 foothhSgher than thetPloorckers 0.6 foot '-"' „ „„, ,, ""°^ RECOVERY NOTE, BENCH MARK ~ R Designation Tidal 3 State {Yashington County Skagit Nea eat town Aacortea County Skagit Distance and direction from noarest town At Anacortes Chamdn: of mark Bronze tidal mark disk .Stamping NO 3 1921 Established by U. S. Coast and Geodetle Survey Present rnndition Cood Dolailed report At AnacorEee, et the southeast corner of Lhe intnraectlon of N Avamte end 4th Street, in the top of rho concrete curbing of N Avenues 37 Peet south of the center line of rho etraeta 2b} feet asst of the oonter line oS the avenue. 4~ feet south of the center line of the concrete eid~,relk on the south side of the streets and about level with the street. _ „.,~ ... .... ......rn, ..,... ea4tlraVFRY NOTE. BENCH MARK lO Designation TSdo1 p State Washington Caunly Skagit Nearest town Anocortee County Skagit Distance and direction from nearest town pt Macortea gtamping A 1921 Charedm of mark Bronze tidal mark dlak Established by U. S. Coast and Oeodetio Survey Present condition Good - Detailed report At Anecortess on 5th Street betnean 0 end N Avemteas set vertically in the neat Sace of the Fire Depertmerrt bts7ldings 1.0 foot south of the northwest corners and 1.8 feet above the concrete sidewalk. Motet Rear of the building hoe settled and the building is to be torn dorm on or about 10 January 1953. C•gl® 25 DESCRIPTION OF BENCH MARK Designation Tide113 State Washington County Skagit - Nearest town Anaeordee County Skagit Distance and direction from nearest town At Mecartee Character of mark Hronae disk Stamping NO 13 1939 Established by U. 9. Coast end Oeodatia Survey Detailed description At Anecortea, Bt the intersection of 5th Street end g Avenue, in the top oP Ehe epproxLmte center oP a granite eurPace boulder, 47 Peet north of the canter line oP the etsest, 30 feet south of the south rail bP the greet Northern Relleey -spur track, 16 Peet east of the oenter line of the prolongation of the evemta, end about 3 feet loner then the attest, ~~ aAC° °trs^v,° ~'ro„"~~'"r "°"'B RECOVERY NOTE, BENCH MARK R Designation Tida110 State Nsshington Covnly Skagit Nearest town Mocortes County Skagit Distance and direction from nearest town At Meoortee Character of mark Hronae t1ds1 mock disk Stamping NO 10 1922 Established by U. S. Coast and Geodetio Survey Present condition Poor Detailed report At Mecartee, about 75 yards north of the Sntereeotion of 6th Street and J Avenue, set vertiael]y in the north Pece of the concrete foundation of Lhe :brick building of the Lawrence Uerehouse Coapery•, 46 Peet east of the oenter line of the avettae, 3•b feet east of the northesat oorner of the Youndntion, and 1.7 foot above the ground. Notet Foundation 1n whloh the bench mark is set Se orecked, v. u c ww; „op,ae rrMKnoR RECOVERY NOTE, BENCH MARK R Designation Tidal9 State iYaehington County Skagit Nearest town Aneoortee County Skagit Distance and direction from nearest town At Aneaortes Character of mark Hronae tidal mark disk Stamping 9 1922 Established by U. S. Coast end Geodetic Survey Present condition pond Delaited report At Anaoortee, aL the southwest corner of the lntereeotlon of 8th Street and J Avenue, set vertically !n the nrrth faoe of the old abandoned Anaoortea Hotel, buildings 39 tact south of the oenter line of the street, 1.9 test east of Ehe rorth- weat oorner of the buildings end 1.7 feet above the ground. v.&O ter„ e,aa s°"•"' RECOVERY NOTE, BENCH MARK R Designation Tida18 State yfaehington County Skeglt Nearest town Mflaortea County Skeglt Distance and direction from nearest town At Maaortse Character of mark Hronae t1da1 mark disk Stamping g 1922 Established by V. Sr Coast end peodetio Survey present condition good Detailed report At Meoortee, at the eouthrefet oorner of the intersection oP gth Street and Y Avewes eat vertioelly in the east ooncrete faoe of the east veetitiule of the Carnegie Lihrery building, 0.6 Poot south oP the northeast oorner of the veetibulet and 1,2 feet higher Ehan the ground. C•H1g 26 1 y ~3 '. PORT GAMBLE Nw. t?UADRANGLF WASHINGTON G. W. Moore ~. 65 5.b9 ~ d6 6,59 ~ . _ ,67 b.b2 ~ : ~~ <~ ~ ~ ' ~' ~. b8 7.27 ~_ ` ~.. ~ s ~ f. ,; : .. ,,, .: ~ b9 7.b2 ~~~~. ,~ . , t ~ , <, , ~. 71 8.56 4 70 8.55 It 72 9.33 ~~ r- ,. , U~E,~ 25 ft. S. of wire gates 25 ft. E, of rd,! :~ ~ 2' ~~ r on hub; copper nail with washers painted '-161,5TM 161,506-- Chimacum,, 3.8 mi. SE. ofa 27 ft. W. of rd.~ by fence. in concrete post; standard tablet stamped n 72 G4dM 1951 l72 -- Reference marks 1ta.5 ft. SEr of tablets on E, end of concrete culvert; painted square U,E,~ 2D ft. W. of rd, forks tt ft, S, of signpost on hub; copper nail with washerD painted '-202,~.-- U,E•~ 20 ft• E. of rd. fork SEr to Forest Hill on N, end of concrete culvert; painted square pa3,nted --210,8-- Chimacum~ 5.8 mi. SE,. of~ !x„07 mi. I~4J. of Port Ludlow Docks 2b ft• SW, of rd, from Sec. rd. x-ing~ 11 ft, S, of Sec. rd., in concrete post; standard tablet stamped ++73 GWM 1951 207-+ G +~ ~'i ? ~ ~ ~ ~ ~ /2ESc-T- /x}60 Reference mark' S1 ft, NE, of tablets 25 ft, NE, of rd~ from sec. rd, x-ing~ 10 ft• N. of sec, rd, E.~ on hub; copper nail with washer Port Ludlow Docks 3.3 m~.. W, of y along St, Hwy. 9E, at Beaver Valleys 170 ft. NtrJ. of rd. fork SE, of rd, Na to Chimacum~ 1,0 ft, Wr of signposts at ground levels in concrete post; U,S•E. standard disk not stampede marked "Map Control Station-- ~ 72 9.35 Reference -mark' l28 ft. SW. of table t~ 60 ft, I~rJ, of ;' l72•t,~o 172. f5C2 2D2.1~t7 ,Ji 210,'x. 207r3~. 209r 150,E rd. forks 3 ft. E.of SE, corner of Beaver Valley Store ,.: on SE. corner of sidewalk; triangle cut in sidewalk 3..l~,b.?7-3-- '~7 s~s- /~' 2 3d THIRD-ORDER LEVELING Sea Leval Datum 011929 Island, Jefferson and Kitsap Counties Edition of 8/10/55 Elevations based on the Sea Level Datum of 1929 through the medium of the Pacific Northwest Sup- plementary Ad,j. of 1947 Supersedes multilith list of 7/20/43 Only the standard marks are listed for lines run more than 25 years before the above edition date UNITED STATES DEPARTMENT OF THE INTERIOR GEOLOGICAL SURVEY 48'00' COUPEVILLE (289) pU N SFr S ~ BEAVER ti~9v~ ~ U p o VALLEY gORT HANSVILLE O N ORT GAMBLE ti 4 a ~ Ap 4P 3 3 TRIEBE CORNER O~ 2 2 O PORT ORCHARD (228) 47'45' ti N 0 a w Feet LINE 1. FROM PORT LUDLOW WEST ALONG HIGHWAY VIA BEAVER VALLEY INTO QUILCENE QUADRANGLE (by E. E. Jones, 1929; Hook B 3404) Port Ludlow, USC&GS Tidal No, 1 1927 13.276 "11 J 1929" (reported destroyed prior to Oct. 5, 1951) 153.768 "12 J 1929" (reported destroyed prior to Oct. 5> 1951) 465.995 LINE 2. FROM PORT ORCHARD QUADRANGLE NORTH AND NORTHEAST ALONG ROADS TO PORT GAMBLE THENCfi SOUTH BACK INTO PORT ORCHARD QUADRANGLE (by E. E. Harris, 1941; Books B 9283- B 9284) "92 H 1941 55" (reported destroyed prior to 6/22/52) 54.193 Reference mark, 315 ft. SW, of tablets on concrete pipe culvert; chiseled square 54.42 Silverdale, about 8.7 mi. N. of; 4.0 mi. S. of Four Corners service station; in SE, angle of dim cross road; on 18-in. concrete pipe culvert; chiseled square 193.25 Four Corners service station, about 2.8 mi. S, of; 47 ft. E. of center of hwy. at top of grade; 19 ft. S, of center of farm rd. leading E.; in concrete post; standard tablet stamped "93 H 1941 326" 325.825 Four Corners service station, about 1.8 mi. 3, of; ih fork of Y-rd. Jct. at top of grade; on 18-in. concrete pipe culvert; chiseled square 330.26 Four Corners service statlon, about 1.1 mi. S. of; in SE. angle of cross road; on 18-in. concrete pipe culvert; chiseled square 276.69 Four Corners service station, about 0.6 mi. S. of; 46 ft. E. of center of hwy.; 17 ft. S. of center of dim cross road; in concrete post; standard tablet stamped "94 H 1941 203" 202,546 Four Corners service station, center of hwy. directly Sn front of 59.1 Pour Corners service station, about 0.3 mi. N. of; in forks of Y-rd. Jct.; on 18-in. concrete pipe culvert; chiseled square 96.11 Four Corners service station, about 1.2 mi. NE. of; 3.1 mi. SW. of Port Gamble; 46 ft. SW. of center of diagonal N,-S. rd .; 38 ft. NW. of center of hwy.; in concrete post; standard tablet stamped "95 H 1941 82" 81.575 Port Gamble, about 2.1 mi. SW. of; in SW. corner of forks of dim rd. leading W.; on 18-in. concrete pipe culvert; chiseled square 115.71 Port Gamble, about,l.l mi. W. of; at intersection with rd. leading NW. to Port Gamble-Shine Ferry; 130 ft. from the intersection; 48 ft. S. of center of rd, leading ,NW .; 23 ft. N. of center of hwy.; 2 ft. H. of ferry s fin; in concrete poet; standard tablet stamped 96 H 1941 63.6" 63.270 Port Gamble, in NW. corner of forks of hwy. W.; about 600 ft. S. of the business district; Sn base on W. aide of leaning 24-in. elm tree; rail spike 70.11 PORT GAMBLE QUADRANGLE WA8HINGTON 258 N4745-W 12230(15 Feet USCkGS Tidal BM 6 1927 (elevation above half-tide level) 52.930 "97 H 1941 96" (reported destroyed prior to 7(23/51). 95.330 Port Gamble, about 2.9 mi. S. of; about 4,7 mi. NW. of Kingston; 50 ft. SW. of center of prominent angle in hwy.; near center of NE. side of large triangle formed by forks of rd. leading SE.; in base on-SW. side of lone 10-in. fir tree; rail spike 43.44 Port Gamble, about 3.8 mi. 3. of; 3.8 mi. W. of Kingston; at Striebela Corner; 300 ft. E. of service statlon; 22 ft. N. of forks of paved hwys.; Sn concrete poet; standard tablet stamped "98 H 1941 168" 167.902 Striebels, Corner, about 0.7 mi. SW. of; 2.3 mi. NW. ofl Miller Bay School; in SW. corner of cross road; 300 ft. E. of a sub-station; ~in base on SE. aide of power line pole; rail spike 71.39 Striebela Corner, about 1.3 m1. SW. of; 1.7 mi. NW. of Miller Bay School; 17 Yt. NE. oP center of forks of dirt rd .; 13 ft'. SE. of dirt rd.; in concrete post; standard tablet stamped "99 H 1941 175" 174.734 Reference mark, 320 ft. E. of tablet; in base on N. aide of 8-in. alder tree; rail spike 181.27 Miller Bay School, about 0.5 mi. A]W. of; in NE, corner of cross road; in base on W, side of power line pole; rail spike 268.48 Miller Bay School, center of rd. in front of 387.3 Miller Bay School, 0.5 mi. S: of; 250 ft. SE. of forks of rd. leading NE,; 25 Pt. SE. of and 2 ft. higher than center of rd.; in concrete post; standard tablet stamped 100 H 1941 371" (reported not found 7/13/52) 370.769 LINE 3. FROM STRIEBELS CORNER EAST ALONG ROAD TO KINGSTON IN EDMONDS BoADRB 9L84jdouble-run spur line by E. E. Harris, 1941; "98 H 1941 168" (described In Line 2) 167.902 Kingston, about 3.2 mi. W. of; E. edge of prominent angle in paved hwy.; S. edge of private driveway; on Concrete pipe culvert; chiseled square 162.46 Kingston, about 2.5 mi. W. of; in SW. corner crossroads; NE. corner of service statlon; on angle in low concrete wall; chiseled square 92.49 Kingston, about 1.4 mi. W. of; 27 ft. S. and 33 ft. W, of center of crossroads; 1 ft. N. and 13 ft. W. of fence corner; 1n concrete post; standard. tablet stamped "105 H 1941 68" 67.857 Reference mark, 50 ft. N. of tablet; Sn base on S. aide of telephone pole; rail spike 70,22 Kingston, about 0.6 mi. W. of; Sn NW. corner of cross road; in base on S. side of power line pole; rail spike 118,13 LINE 4, FROM FORKS OF ROAD 2.5 MILES WEST OF KINGSTON NORTH ALONG ROAD TO HANSVILLE (double-run spur line by G. W. Moore, 1951; Book PV 130 a) USGS chiseled square (described in Line 3) 92.49 Kingston, 2.5 ml. W. thence 1.0 mi. N. from; 7.0 mi. S. of Hansville; 57 ft. 3. and 20 ft. E. of forks of rd. leading E.; at fence corner; in concrete poet; standard tablet stamped "65 GWM 1951 265" 264.499 Reference mark, 119 ft. N. of tablet; on boulder; ahiseled square 267.34 Hansville, 5.9 mi. S. of; 100 ft. N. and 12ft. E. of forks of rd. leading W.; on boulder 6 Pt. higher than rd.; chiseled square 365.16 Hansville, 5.0 mi. 3. of; 25 ft. W. of rd.; at S. edge of fenced off rd•; in concrete post; standard tablet stamped "66 GWM 1951 328" 327.777 About 1.4 mi. N. of "66 GWM 1951 328", intersection of crossroads 236.91 Hansville, 3.0 mi. S. of; 23 ft. E. and 15 ft. N. of forks of rd. leading E. to Pendergast ranch; Sn concrete post; standard tablet stamped "67 OWM 1951 281" 281.425 Hansville, 1.4 mi. S. of; 33 ft. 3. and 22 ft. W. of rd. forks; in concrete post; standard tablet stamped "68 OWM 1951 141" 140.751 LINE 4 CONTINUED Hanaville, 110 ft. NE. of forks of rd. leading S.; 60 ft. N. of rd .; in front of cabins; 15 ft. SE. of E. aide of Bruce~s boat house; 12 ft. NW, of a cabini 5 ft. 3. of seawall piling; Sn concrete post; standard tablet stamped "69 OWM 1951 8" 7.957 ~ LINE 5. FROM SOUTHEAST CORNER OF PORT TOWNSEND QUADRANGLE SOUTHEAST ALONG ROAD TO PORT LUDLOW (by 0. W. Moore, 1951; Book PV 130 a) Chimacum, 1.8 mi. SE. of; 8.0 m1. NW. of Port Ludlow Dock; 50 ft. W. of tree with tag labeled "CEN 3EC. 24"; 24 ft. NE. of dim rd. forks; in concrete post; standard tablet stamped "71 GWM 1951 158" 158.478 Reference mark, 49 ft. W-. of tablet; 1n root on E. aide of 48-Sn. maple tree; copper nail with washer 156.64 Port Ludlow Dock, 6.0 mi. NW, of; 27 ft. W. of rd. by fence; Sn concrete poet; standard tablet stamped / "72 OWM 1951 172" 172.419 Reference mark, 145 ft. 3E. of tablet; on E. end of concrete culvert; chiseled square - 172.58 Port Ludlow Dock, 3.3 m1. W. of along Slate Highway - 9 E; at Beaver Valley; 170 ft. NW. of rd. fork leading N. to Chimacum; 45 ft-. 3E. of Chimacum Road; 30 ft. N. of rd. leading W.'to Center; in concrete poet; USE standard disk (not stamped) 150.250 Reference mark, 128 ft. SW, of tablet; 3 ft. E, of 3E. corner of Beaver Valleyatore; on SE. corner of paved sidewalk; ahiaeled square 146.74 - Port Ludlow Dock, 2.3 ml. W. of; 0.9 mi. S. of Beaver Valley store; about 6.4 mi. N. of South Point Dock to Lofall; in NW. corner of triangle formed by rd. forks; 33 ft. E. of rd. leading S. to South Point; 30 ft. SW. of rd. E. to Port-Ludlow; in concrete poet; standard tablet stamped "74 GWM 1951 139" 139.G67 Port Ludlow, 1.7 mi. W. of; at Johnaona store; 38 ft. N. of and 6 ft. higher than paved hwy.; on N. aide of concrete base of gasoline pumps; chiseled square 149.77- Port Ludlow, 0.8 mi. W. of; 70 ft. E, of curve signpost; 16 ft. N. of rd .; on N. end of concrete culvert; chiseled square 79.77 Port Ludlow Admiralty Inlet, 55 ft. N. and 50 ft. E. of NW, corner of dock; 6.5 ft. lower than crossroads; in concrete; USCk03 standard disk stamped "5 1944" 14.991 Port Ludlow Adimiralty Inlet, in concrete; standard triangulation disk stamped "3 1927" 21.936 Reference mark, BM 4 1927, about 50 ft. NW. of tri- angulation station BM 3; .set Sn concrete; standard referencediak 26.341 cvo 969663