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G Pt'~O ATMOSP,y Ri E C ~~ ''^ 9~ o r Z 2 G c,`` .~OEAq l~~~? ~MEM Of GO ~~~ ©~, ~o. ®Z November 10, 1987 To: Recipients of NAD 83 Coordinate Listing COPALIS BEACH From: National Geodetic Information Branch, NGS (N/CG174) Subject: Replacement Listings ~.~ - _'~„'"~':~'~ ~ 'a"~'. ;~ ~+ ~^ ~~n~ IJ ~_ ~.i The NAD 83 Coordinate Listing for COPALIS BEACH contained errors in the Geoid Height field. Enclosed is a replacement listing dated NOVEMBER 1987. Please destroy the listing that you had previously received. If you have any questions, contact our office at (301) 443-8631. aTMo ~`~-o ~R% 3' 1.. z ~ GEODETIC CONTROL DATA ~O~ ~'nlfEM QF ~~~~~ NAD 83 COORDINATES for Geodetic Control Diagram Area COPALIS BEACH LATITUDE N46° and N47° LONGITUDE W124° Compiled and published by National Geodetic Survey Rockville, MD JANUARY 1987 U.S. DEPARTMENT OF COMMERCE National Oceanic and Atmospheric Administration National Ocean Service Charting and Geodetic Services NOAA TECHNICAL PUBLICATIONS The National Geodetic Survey (NGS), Office of Charting and Geodetic Services, the National Ocean Service (NOS), NOAH, establishes and maintains the basic national horizontal, vertical, and gravity networks of geodetic control, and provides Government-wide leadership in the improvement of geodetic surveying methods and instrumentation, coordinates operations to assure network development, and provides specifications and criteria for survey operations by Federal, State, and other agencies. NGS engages in research and development for the improvement of knowledge of the figure of the Earth and its gravity field, and has the responsibility to procure geodetic data from all sources, process these data, and make them generally available to users through a central data base. NOAH geodetic publications and relevant geodetic publications of the former U.S. Coast and Geodetic Survey are sold in paper form by the National Geodetic Information Branch. To obtain a price list or to place an order, contact: National Geodetic Information Branch N/CG17, Rockwall Building, Room 21 National Geodetic Survey, NOAA Rockville, MD 20852 When placing an order, make check or money order payable to: National Geodetic Survey. Do not send cash or stamps. Publications can also be charged to Visa, Master Card, or prepaid Government Printing Office Deposit Account. Telephone orders are accepted (area code 301 443-8631). Publications can also be purchased over the counter at the National Geodetic Information Branch, 11400 Rockville Pike, Room 24, Rockville, MD. (Do not send correspondence to this address.) An excellent reference source for all Government publications is the National Depository Library Program, a network of about 1,300 designated libraries. Requests for borrowing Depository Library material may be made through your local library. A free listing of libraries in this system is available from the Library Division, U.S. Government Printing Office, Washington, DC 20401 (area code 202 275-1063) or the Marketing Department (202 275-9051). NOAA - NOS - C&GS Geodetic Control Diagram NATIONAL GEODETIC SURVEY 1 November 1987 COPALIS BEACH NAD 83 GEODETIC AND STATE PLANE COORDINATES QIDQSN STATION NAME LATITUDE LONGITUDE NORTHING FASTING ZONE CONVERGENCE SCALE ELEV. GEOID HT (NORTH) (WEST) METERS* METERS* FACTOR (M) (±1 M) 461242110034 024 PACIFIC CO 1976 46 27 29.89794 124 03 24.05083 131198.674 226886.575 WA S -2 35 0.81 0.9999170 8 - 22 3 461242110033 026 PACIFIC CO 1977 46 28 8.30243 124 .03 23.17008 132382.372 226958.794 WA S -2 35 0.17 0.9999166 . 9 3 - . 22 3 461242110027 030 PACIFIC CO 1978 46 29 15.95247 124 03 23.92423 134469.695 227036.873 WA S -2 35 0.72 0.9999160 . 8 - . 22 3 461242110026 031 PACIFIC CO 1978 46 29 36.93322 124 03 23.51136 135116.429 227074.867 WA S -2 35 0.42 0.9999159 . 10 7 - . 22 3 461241220024 041 PACIFIC CO 1977 46 33 3.94414 124 03 35.63363 141513.160 227105.009 WA S -2 35 9.22 0.9999148 . 7 SC - . 22 3 461241220025 051 PACIFIC CO 1976 46 36 53.74897 124 04 1.04902 148625.785 226884.944 WA S -2 35 27.68 0.9999147 7 9 - . 22 3 461241210035 055 PACIFIC CO 1978 46 38 6.76013 124 03 57.42707 150874.301 227063.806 WA S -2 35 25.05 0.9999150 . 7 SC - . 22 3 46 42120082 056 PACIFIC CO 1976 46 16 34.08263 124 04 52.58250 111056.716 224080.443 WA S -2 36 5.12 0.9999291 4 SC - . 22 4 056 PACIFIC CO 1976 46 16 34.08263 124 04 52.58250 296106.803 2224033.803 OR N -2 32 23.24 1 0000820 . 4 41120026 064 PACIFIC CO 1976 46 46 5.50887 124 OS 42.57956 165742.570 225503.233 WA S -2 36 41.44 . 0.9999197 7 1 - 22 2 461241120027 065 PACIFIC CO 1977 46 46 29.81641 124 05 45.03638 166494.711 225485.366 WA S -2 36 43.22 0.9999201 . 6 9 - . 22 2 461241120028 066 PACIFIC CO 1977 46 46 54.12754 124 05 45.93066 167245.454 225500.627 WA S -2 36 43.87 0.9999205 . 7 - . 22 1 471244140015 944 2396 TIDAL 7 47 54 30.99325 124 38 16.83018 108049.949 215704.064 WA N -2 49 57.57 0.9999489 . 7 45 - . 19 1 461242110023 A PACIFIC CO 1977 46 29 29.06644 124 03 12.24011 134862.957 227304.029 WA S -2 34 52.23 0.9999159 . 8 7 - . 22 3 471244120009 ALEXANDER 1914 47 47 50.76632 124 30 20.02075 95222.647 225003.629 WA N -2 44 2.57 0.9999578 . 18 SC - . 19 6 461241220022 ALICE 1921 46 31 0.18609 124 03 28.11281 137688.712 227092.752 WA S -2 35 3.76 0.9999153 2 SC - . 22 3 461241220021 ALICE 2 1926 46 31 6.58932 124 03 27.74959 137885.865 227109.400 WA S -2 35 3.50 0.9999153 2 SC - . 22 3 471242210003 ALOHA 1953 47 12 8.98700 124 07 23.92857 214068.482 225572.204 WA S -2 37 55.05 0.9999727 137 5 - . 21 6 461241120020 ANDREWS 1940 46 50 21.57381 124 01 10.00851 173380.581 231632.935 WA S -2 33 23.44 0.9999244 . 6 SC - . 22 0 461242120004 APEX 1939 46 20 51.27949 124 00 20.43965 118728.118 230253.626 WA S -2 32 47.43 0.9999231 91 SC - . 22 3 APEX 1939 46 20 51.27949 124 00 20.43965 303786.064 2230199.855 OR N -2 29 10.24 1.0001071 . 471242420010 ARCH 1927 47 17 45.43895 124 17 3.73909 225019.493 213881.196 WA S -2 44 56.23 0.9999917 1 SC - 21 6 471242410001 ARCH 1929 47 27 47.16811 124 20 46.39933 243806.909 210114.484 WA S -2 47 37.97 1.0000323 13 SC - . 21 1 ARCH 1929 47 27 47.16811 124 20 46.39933 57532.916 235231.145 WA N -2 36 55.50 1.0000071 . 461242110021 B PACIFIC CO 19 76 46 29 29.76131 124 02 20.83565 134835.123 228400.059 WA S -2 34 14.89 0.9999159 7 8 - 22 3 471242240007 BABE 1927 47 07 30.97790 124 10 50.51123 205693.965 220828.628 WA S -2 40 25.12 0.9999590 . 1 SC - . 22 0 461242120059 BAKER 1935 46 16 48.65294 124 01 4.31771 111286.281 228982.421 WA S -2 33 19.31 0.9999287 1 SC - . 22 3 BAKER 1935 46 16 48.65294 124 01 4.31771 296341.630 2228936.287 OR N -2 29 41.36 1.0000834 . 461242120058 BAKER 2 1951 46 16 49.02856 124 01 5.07628 296353.925 2228920.566 OR N -2 29 41.90 1.0000834 2 SC - 22 3 BAKER 2 1951 46 .16 49.02856 124 01 5.07628 111298.590 228966.715 WA S -2 33 19.86 0.9999287 . 42120070 BAKER BAY EAST CHANNEL LT 15 46 16 45.04606 124 00 18.27954 296187.528 2229916.226 OR N -2 29 8.71 1.0000830 BAKER BAY EAST CHANNEL LT 15 46 16 45.04606 124 00 18.27954 111131.169 229962.045 WA S -2 32 45.87 9999288 0 461242120069 BAKER BAY EAST CHANNEL LT 21 46 17 25.52651 124 01 8.40360 297482.998 2228898.469 OR N -2 29 44.25 . 1.0000869 BAKER BAY EAST CHANNEL LT 21 46 17 25.52651 124 01 8.40360 112427.509 228945.815 WA S -2 33 22.27 0.9999278 461242120063 BAKER BAY EAST CHANNEL LT 23 46 17 36.69517 124 01 27.51181 112790.247 228552.648 WA S -2 33 36.16 0.9999275 BAKER BAY EAST CHANNEL LT 23 46 17 36.69517 124 01 27.51181 297845.378 2228504.856 OR N -2 29 57.81 1 0000879 461242120009 BAKER BAY W CHA NNEL E JETTY LT 46 16 3.43964 124 01 55.37762 109940.566 227827.975 WA S -2 33 56.40 . 0.9999299 BAKER BAY W CHA NNEL E JETTY LT 46 16 3.43964 124 01 55.37762 294994.489 2227783.091 OR N -2 30 17.57 1 0000791 461242120052 BAKER BAY W CHA NNEL W JETTY LT 46 16 0.67425 124 02 14.83830 109873.939 227407.871 WA S -2 34 10.53 . 0.9999299 BAKER BAY W CHA NNEL W JETTY LT 46 16 0.67425 124 02 14.83830 294927.406 2227362.996 OR N -2 30 31.37 1.0000789 461242120032 BAKER BAY WEST CHANNEL LT 22 46 17 53.38633 124 02 16.58249 113352.064 227526.598 WA S -2 34 11.80 0.9999271 BAKER BAY WEST CHANNEL LT 22 46 17 53.38633 124 02 16.58249 298406.196 2227478.045 OR N -2 30 32.61 1.0000896 461242120041 BAKER WEST BASE 1851 46 18 52.53536 124 00 49.69641 115093.376 229465.443 WA S -2 33 8.69 0.9999257 1 SC - 22 3 BAKER WEST BASE 1851 46 18 52.53536 124 00 49.69641 300149.850 2229415.367 OR N -2 29 30.99 1.0000953 . 461242120072 BATTERY 1873 46 16 35.71618 124 02 54.89581 110993.266 226599.666 WA S -2 34 39.63 0.9999290 81 7 - 22 3 BATTERY 1873 46 16 35.71618 124 02 54.89581 296046.042 2226553.478 OR N -2 30 59.78 1.0000821 . . x For conversion of meters to U.S. Survey Feet multiply the meters by 39.37/12.0 which is 3.28083333333 to 12 significant figures For conversion of meters to International Feet multiply the meters by 100.OI30.48 which is 3.28083989501 to 12 significant figures NOAA - NOS - C&GS Geodetic Control Diagram NATIONAL GEODETIC SURVEY 2 November 1987 NAD 83 GEODETIC AND STATE PLANE COORDINATES COPALIS BEACH QIDQSN STATION NAME LATITUDE LONGITUDE NORTHING FASTING ZONE CONVERGENCE SCALE ELEV GEOID HT (NORTH) (WEST) METERS* METERS* FACTOR (M) . (±1 M) 461242120023 BAY 1935 46 17 27.80953 124 01 29.84209 112518.408 228490.569 WA S -2 33 37.85 0.9999277 1 SC - 22 3 BAY 1935 46 17 27.80953 124 01 29.84209 297573.429 2228443.055 OR N -2 29 59 46 1 0000871 . 461242110020 BAY AVE 1977 46 29 29.48760 124 01 58.98994 134805.803 228865.060 WA S -2 33 . 59.02 . 0.9999159 3 0 - 22 3 461241120009 BAY CITY BRI LT N RNG,MARKER 46 51 47.45539 124 04 12.17573 176203.092 227896.999 WA S -2 35 35 77 0 9999264 . . 461241120005 BAY CITY BRI LT S RNG MARKER 46 51 30.17755 124 03 52.50369 175651.299 228289.105 WA S -2 35 . 21 48 . 0 9999260 461241110040 BAYVIEW 46 52 52.83566 124 03 6.69789 178157.262 229373.216 WA S -2 34 . 48.20 . 0.9999279 3 21 - 22 0 461241210013 BEA 1922 46 44 42.99136 124 05 27.64765 163182.893 225703.744 WA S -2 36 30.59 9999185 0 . 5 SC . - 22 2 461241210014 BEACH 1911 46 44 42.99479 124 05 27.32896 163182.691 225710.506 WA S -2 36 30.36 . 0.9999185 5 SC . - 22 2 47 41430001 BEACH 1929 47 48 17.22409 124 29 2.84808 95962.465 226646.479 WA N -2 43 5.12 9999571 0 2 SC . - 19 6 4 1210012 BEACH 2 1922 46 44 41.35410 124 05 16.27065 163121.407 225942.674 WA S -2 36 22.32 . 9999185 0 6 SC . - 22 2 4 41220016 BEACH 2-BENCH 1921 46 35 23.37565 124 03 56.48011 145833.876 226855.955 WA S -2 35 24.37 . 0.9999146 O SC . - 22 3 461241210027 BEACON 46 41 9.04804 124 00 18.17288 156288.182 231972.295 WA S -2 32 45 79 9999161 0 . 461242120087 BEACON USE 46 16 0.84494 124 04 54.11358 110033.060 224001.115 WA S -2 36 . 6.23 . 0.9999299 8 - 22 4 461241120006 BEARDS 1940 46 52 2.35902 124 02 39.69095 176574.513 229874.412 WA S -2 34 28.59 0.9999267 . 3 SC . - 22 0 461241120007 BERT 1940 46 50 38.71786 124 04 8.45245 174079.240 227879.769 WA S -2 35 33.06 0.9999248 1 SC . - 22 0 461241220010 BETTER 1911 46 36 26.72127 124 02 36.08166 147710.666 228653.411 WA S -2 34 25.96 0 9999147 5 . - 22 2 461242120076 BETTY M PACIFIC CO 1976 46 16 34.07202 124 02 31.85574 110920.391 227090.144 WA S -2 34 22.89 . 0.9999291 . 5 4 . - 22 3 BETTY M PACIFIC CO 1976 46 16 34.07202 124 02 31.85574 295973.678 2227044.109 OR N -2 30 43.44 1 0000820 . . 471242240024 BLUFF 1927 47 11 17.38634 124 11 57.62584 212744.042 219743.431 WA S -2 41 13.87 . 0.9999700 6 SC - 21 8 461242120008 BLUFF 2 1926 46 18 26.50032 124 01 53.36586 114351.168 228068.698 WA S -2 33 54.94 0.9999263 16 66 . - 22 3 BLUFF 2 1926 46 18 26.50032 124 01 53.36586 299406.040 2228019.173 OR N -2 30 16.14 1 0000928 . . 461242120083 BLUFF 2 1926 RM 5 46 18 26.56991 124 01 51.52959 114351.556 228108.045 WA S -2 33 53.60 . 0.9999263 16 SC - 22 3 BLUFF 2 1926 RM 5 46 18 26.56991 124 01 51.52959 299406.470 2228058.526 OR N -2 30 14 84 1 0000928 . 471242240046 BLUFF 2 1964 47 11 17.52456 124 11 57.12906 212747.815 219754.078 WA S -2 41 . 13.51 . 0.9999700 2 SC - 21 8 461242120027 BLUFF USE 1913 46 18 26.60819 124 01 50.51558 114351.766 228129.772 WA S -2 33 52.86 0.9999263 16 SC . - 22 3 BLUFF USE 1913 46 18 26.60819 124 01 50.51558 299406.703 2228080.257 OR N -2 30 14 12 1 0000928 . 461241210010 BOATHOUSE OUTER GABLE 46 44 4.82505 124 05 21.31461 161999.541 225784.418 WA S -2 36 . 25.99 . 0 9999180 461242110008 BONNIE 1926 46 23 21.19072 124 03 14.23511 123518.156 226749.934 WA S -2 34 53.68 . 0.9999204 6 SC - 22 3 471242240008 BOOM 1953 47 14 40.31472 124 10 43.29591 218930.743 221598.658 WA S -2 40 19.87 0.9999809 23 9 . - 21 5 461241140001 BROWN 1927 46 57 22.61082 124 09 59.66456 186878.377 221026.181 WA S -2 39 48.18 0.9999356 . 2 SC . - 22 2 47 41340004 BROWN 1929 47 38 22.33319 124 23 9.05475 77265.245 233151.787 WA N -2 38 41.71 0.9999769 36 SC . - 20 7 BROWN 1929 47 38 22.33319 124 23 9.05475 263546.917 208096.340 WA S -2 49 21.59 1 0000845 . 4 41240001 BULL HILL 47 44 58.30004 124 10 40.19333 88782.385 249298.198 WA N -2 29 24.17 . 9999628 0 461242120045 BURNT 1956 46 16 0.09932 124 04 55.76116 110011.664 223964.828 WA S -2 36 7.43 . 0.9999300 O SC - 22 4 BURNT 1956 46 16 0.09932 124 04 55.76116 295061.469 2223919.295 OR N -2 32 25 49 1 0000788 . 471242220005 BURROWS 1939 47 03 3.56791 124 02 0.63833 196934.141 231614.952 WA S -2 34 . 0.22 . 0.9999476 39 7 - 21 8 471241410003 CALAWAH 1954 47 59 9.98433 124 17 55.19845 115459.904 241430.540 WA N -2 34 48.04 0.9999449 . 477 0 . - 18 7 471241430005 CAMP 1929 47 45 19.55382 124 26 47.41773 90348.447 229203.636 WA N -2 41 24.29 0.9999622 . 12 SC . - 19 9 471242210010 CAMP SIX 1953 47 14 35.01208 124 04 56.71869 218431.805 228871.912 WA S -2 36 8.12 0.9999806 87 9 . - 21 4 471242220002 CAMPBELL 1940 47 02 28.03101 124 04 37.05376 195986.658 228267.340 WA S -2 35 53.84 0.9999463 . 2 SC . - 21 9 461241240001 CANADIAN EXPORT WRECK REAR MST 46 41 0.52553 124 08 12.70323 156481.644 221887.489 WA S -2 38 30.48 0 9999161 . 461242120011 CANBY 1958 46 16 44.31942 124 02 43.81781 111247.959 226848.526 WA S -2 34 31.58 . 0.9999288 46 SC - 22 3 CANBY 1958 46 16 44.31942 124 02 43.81781 296301.038 2226802.105 OR N -2 30 51.92 1 0000830 . 461241210029 CAPE 1911 46 42 10.34359 124 01 59.48139 158274.888 229906.541 WA S -2 33 59.38 . 0.9999167 O SC - 22 1 461242120021 CAPE DISAPPOINTMENT 1851 46 16 44.48790 124 02 41.36118 111250.793 226901.297 WA S -2 34 29.80 0.9999288 8 SC . - 22 3 CAPE DISAPPOINTMENT 1851 46 16 44.48790 124 02 41.36118 296303.928 2226854.881 OR N -2 30 50.18 1.0000830 . * For conversion of meters to U.S. Survey Feet multiply the meters by 39.37/12.0 which is 3.28083333333 to 12 significant figures * For conversion of meters to International Feet multiply the meters by 100.0/30.48 which is 3.28083989501 to 12 significant figures NOAA - NOS - C&GS Geodetic Control Diagram NATIONAL GEODETIC SURVEY 3 November 1987 NAD 83 GEODETIC AND STATE PLANE COORDINATES COPALIS BEACH QIDQSN STATION NAME LATITUDE LONGITUDE NORTHING FASTING ZONE CONVERGENCE SCALE ELEV GEOID HT (NORTH) (WEST) METERS* METERS* FACTOR . (M) (±1 M) 461242120073 CAPE DISAPPOINTMENT ASTRO STA 46 16 35.67787 124 02 54.83323 110992.025 226600 951 WA S -2 34 39 58 0 CAPE DISAPPOINTMENT ASTRO STA 46 16 35.67787 124 02 54.83323 296044.801 . 2226554 764 OR N -2 30 . 59 73 .9999290 1 - 22.3 461242120028 CAPE DISAPPOINTMENT LH 46 16 32.98121 124 03 7.65549 110921.202 . 226322 974 WA S -2 34 . 48 90 .0000821 999 0 CAPE DISAPPOINTMENT LH 46 16 32.98121 124 03 7.65549 295973.671 . 2226276.821 OR N -2 31 . 8 83 . 9291 1 0000819 471241340001 CEDAR 1929 47 42 54.52897 124 25 7.52539 85777.142 231073.148 WA N -2 40 . 9 92 . 0 9999668 12 SC - 20 2 461241.120018 CEDAR 1940 46 50 28.07414 124 00 7.48425 173522.151 232965.315 WA S -2 32 . 38.02 . 0 9999246 . 1 SC - 22 0 471242220004 CHENOIS 1940 47 01 56.30977 124 02 25.72548 194883.080 230992.816 WA S -2 34 18 44 . 0 9999450 . 47 42240016 CHOP 1953 47 14 11.85231 124 12 12.09322 218140.102 219692.069 WA S -2 41 . 24 38 . 0 9999793 8 SC - 21.9 14 9 - 2 4 1210015 CLAM 1922 46 43 12.01301 124 05 23.13299 160372.321 225671.668 WA S -2 36 . 27 31 . 0 9999174 . 1.6 O SC - 22 4 41210011 CLAM 2 1926 46 43 12.63074 124 05 18.77193 160387.162 225765.046 WA S -2 36 . 24.14 . 0 9999174 .2 O SC - 22 2 461241210036 CLAM 3 1976 46 44 26.93394 124 OS 40.49603 162700.022 225408.732 WA S -2 36 39 92 . 0 9999183 . 5 9 - 461242210007 CLATSOP SPIT COAST GUARD LOT 46 13 34.57125 124 00 47.77682 290338 835 2229029 569 OR N -2 29 . 29 63 . . 22.2 CLATSOP SPIT COAST GUARD LOT 46 13 34.57125 124 00 47.77682 . 105284.249 . 229069.352 WA S -2 33 . 7 29 1.0000654 0 9999341 461242210016 CLATSOP SPIT CON TR ROOF SPIKE 46 13 34.07044 124 00 46.20229 290321.918 2229062 609 OR N -2 29 . 28 51 . 1 CLATSOP SPIT CON TR ROOF SPIKE 46 13 34.07044 124 00 46.20229 105267.299 . 229102.369 WA S -2 33 . 6 15 .0000654 0 9999341 471241320001 CLEARWATER 1954 47 34 39.29762 124 19 38.64632 70183.222 237226.357 WA N -2 36 . 5 06 . 9999864 0 214 9 - 20 9 CLEARWATER 1954 47 34 39.29762 124 19 38.64632 256451.590 212149.233 WA S -2 46 . 48 75 . 1 0000651 . . 471241340005 CLIFF 1929 47 41 27.90832 124 24 42.61402 83080.717 231467.448 WA N -2 39 . 51 37 . 0 9999698 12 SC - 20 461241210018 COAST GUARD BOAT HOUSE 46 42 51.84202 124 04 52.36566 159720.460 226296.070 WA S -2 36 . 4 96 . 0 9999171 .4 461241210016 COAST GUARD STA 308 LOOKOUT 46 42 48.79141 124 04 54.79041 159628.702 226240.352 WA S -2 36 . 6 72 . 0 9999171 461242120075 COLUMBIA RIV ENT N RANGE FRONT 46 16 42.76437 124 03 18.09371 111233.012 226113.339 WA S -2 34 . 56 48 . 0 9999288 69 SC - COLUMBIA RIV ENT N RANGE FRONT 46 16 42.76437 124 03 18.09371 296285.305 2226066.821 OR N -2 31 . 16 23 . 1 0000828 22.3 461242120019 COLUMBIA RIV ENT N RANGE REAR 46 16 43.68602 124 03 16.75685 111260.149 226143.211 WA S -2 34 . 55 51 . 0 9999288 69 COLUMBIA RIV ENT N RANGE REAR 46 16 43.68602 124 03 16.75685 296312.478 2226096.669 OR N -2 31 . 15 28 . 1 0000829 SC - 22.3 461242120050 COLUMBIA RIV ENT RNG FRONT LT 46 16 33.19960 124 03 5.36766 110925.733 226372.208 WA S -2 34 . 47 24 . 0 9999291 COLUMBIA RIV ENT RNG FRONT LT 46 16 33.19960 124 03 5.36766 295978.256 2226326.057 OR N -2 31 . 7 20 . 1 0000819 461242120022 COLUMBIA RIV ENT RNG REAR LT 46 16 46.31788 124 02 46.34782 111312.032 226797.192 WA S -2 34 . 33.42 . 0 9999287 COLUMBIA RIV ENT RNG REAR LT 46 16 46.31788 124 02 46.34782 296365.067 2226750.695 OR N -2 30 53 72 . 1 0000831 461242120051 COLUMBIA RIV ENT S RANGE FRONT 46 16 37.18405 124 02 32.95921 111017.438 227070.858 WA S -2 34 . 23.70 . 0 9999290 COLUMBIA RIV ENT S RANGE FRONT 46 16 37.18405 124 02 32.95921 296070.719 2227024.716 OR N -2 30 44 22 . 1 0000823 42120047 COLUMBIA RIV ENT S RANGE REAR 46 16 48.97458 124 02 15.86562 111364.682 227452.758 WA S -2 34 . 11 28 . 0 9999287 COLUMBIA RIV ENT S RANGE REAR 46 16 48.97458 124 02 15.86562 296418.422 2227406.306 OR N -2 30 . 32 10 . 1 0000$34 461242120088 COLUMBIA RIVER ENT RNG R LT 46 16 46.30905 124 02 46.36488 111311.776 226796.815 WA S -2 34 . 33 43 . 0 9999287 76 - 471242230005 CONNOR 1927 47 04 10.64791 124 10 10.18749 199474.901 221389.895 WA S -2 39 . 55 82 . 0 9999503 . 22.3 5 471242240010 COPALIS 1914 47 08 59.03043 124 11 14.07540 208433.273 220459.585 WA S -2 40 . 42 23 . 0 9999632 SC - 22.1 50 SC - 21 471242240026 COPALIS ROCK 47 O8 57.57523 124 11 41.42743 208415.340 219881.892 WA S -2 41 . 2 10 . 0 9999631 .9 461242110019 COTTA 1939 46 29 53.90978 124 01 54.70874 135555.006 228990.015 WA S -2 33 . 55 91 . 0 9999157 1 93 - 2 461241210022 COVE 1911 46 42 59.12731 124 03 15.31121 159851.979 228365.261 WA S -2 34 . 54 46 . 0 9999172 . 2.3 O SC - 22 1 461241140016 DAMON 1951 46 57 6.65201 124 07 41.40306 186250.989 223923.595 WA S -2 38 . 7.75 . 0 9999351 . O SC - 22 1 461242120033 DEADMAN 1942 46 17 12.85765 124 04 30.80948 112231.515 224600.342 WA S -2 35 49 30 . 0 9999281 . 1 SC - DEADMAN 1942 46 17 12.85765 124 04 30.80948 297282.342 2224552.519 OR N -2 32 . 7 80 . 1 0000857 22.4 461242120013 DES S CUT REAR RNG 1957 46 16 49.01032 124 03 38.63889 111445.490 225682.661 WA S -2 35 . 11 41 . 0 9999287 1 SC - 22 3 DES S CUT REAR RNG 1957 46 16 49.01032 124 03 38.63889 296497.355 2225635.850 OR N -2 31 . 30 80 . 1 0000834 . 471241340006 DESTRUCTION ISLAND LH 47 40 27.70072 124 29 12.99505 81488.208 225747.418 WA N -2 43 . 12.67 . 0 9999720 27 SC - 20 5 461241220017 DIG 1911 46 36 25.52317 124 04 7.08451 147760 982 226717 247 WA S -2 . . . . 35 32.07 0.9999147 O SC - 22.3 • For conversion of meters to U.S. Survey Feet multiply the meters by 39.37/12.0 which is 3.28083333333 to 12 significant figures ~ For conversion of meters to International Feet multiply the meters by 100.0/30.48 which is 3.28083989501 to 12 significant figures NOAA - NOS - C&GS Geodetic Control Diagram NATIONAL GEODETIC SURVEY 4 November 1987 NAD 83 GEODETIC AND STATE PLANE COORDINATES COPALIS BEACH QIDQSN STATION NAME LATITUDE LONGITUDE NORTHING FASTING ZONE CONVERGENCE SCALE ELEV GEOID HT (NORT H) (WEST) METERS* METERS* FACTOR (M) . (±1 M ) 461241220015 DIG 2 1926 46 36 31.76894 124 04 2.85056 147949.556 226815.969 WA S -2 35 28 99 0 9999147 0 SC - 22 3 461241120013 DIKE 1940 46 50 33.76576 124 04 33.94733 173950.944 227333.247 WA S -2 35 . 51 58 . 0 9999247 1 SC - 22 . 0 461242120071 DISAPPOINTMENT 1942 46 16 35.62811 124 02 54.82427 110990.481 226601.074 WA S -2 34 . 39 58 . 0 9999290 61 SC - 2 . DISAPPOINTMENT 1942 46 16 35.62811 124 02 54.82427 296043.257 2226554.889 OR N -2 30 . 59 73 . 1 0000821 2 .3 461241220009 DOANE 2 1939 46 30 44.17239 124 01 31.43897 137083.151 229555.010 WA S -2 33 . 39.01 . 0 9999154 2 36 - 22 3 461242120026 DOCK 1926 46 17 55.22602 124 02 21.72619 113413.743 227419.181 WA S -2 34 15 54 . 0 9999270 O . SC - 22 . 471242220006 DOLPHIN 47 00 10.32803 124 06 25.55367 191843.216 225784.969 WA S -2 37 . 12 65 . 9999412 0 .3 461241140015 DRIFT 1940 46 58 5.85867 124 08 17.07135 188111.989 223254.509 WA S -2 38 . 33.66 . 9999369 0 1 SC - 22 1 46 42120053 DRIFT 1942 46 16 40.26684 124 05 17.23173 111271.429 223561.961 WA S -2 36 23 02 . 0 9999289 O SC - 22 . 4 DRIFT 1942 46 16 40.26684 124 05 17.23173 296320.990 2223515.010 OR N -2 32 . 40 72 . 1 0000826 . 4 42120046 DRIFT 2 1956 46 16 47.07186 124 05 2.73908 111467.214 223881.444 WA S -2 36 . 12.50 . 0.9999287 1 SC - 22 4 DRIFT 2 1956 46 16 47.07186 124 05 2.73908 296517.149 2223834.331 OR N -2 32 30 44 1 0000832 . 471242230007 DUNE 1927 47 05 53.04486 124 10 30.41791 202653.329 221110.807 WA S -2 40 . 10.52 . 0.9999547 5 SC - 22 0 461241220011 DUNE USE 1937 46 36 26.16877 124 02 33.36607 147691.029 228710.372 WA S -2 34 23.99 9999147 0 6 SC - 22 . 2 461242120012 EAST BATTERY 1911 46 16 44.33794 124 02 42.60089 111247.360 226874.577 WA S -2 34 30 70 . 0 9999288 51 01 - 22 . EAST BATTERY 1911 46 16 44.33794 124 02 42.60089 296300.467 2226828.160 OR N -2 30 . 51 06 . 1 0000830 . .3 461242210001 EAST JETTIE 2 USE 1956 46 13 31.36005 124 00 30.56712 290223.748 2229393.739 OR N -2 29 . 17 42 . 1 0000652 9 SC - 22 3 EAST JETTIE 2 USE 1956 46 13 31.36005 124 00 30.56712 105168.793 229433.352 WA S -2 32 . 54 79 . 0 9999342 . 461242210014 EAST JETTY 1926 46 13 31.01590 124 00 31.46571 290213.967 2229374.038 OR N -2 29 . 18 06 . 1 0000651 9 SC - 22 EAST JETTY 1926 46 13 31.01590 124 00 31.46571 105159.034 229413.643 WA S -2 32 . 55 44 . 0 9999342 .3 471242420003 ELIZABETH 1927 47 21 18.79544 124 19 15.10000 231733.744 211443.620 WA S -2 46 . 31.65 . 1.0000051 12 SC - 21 4 461241120021 ELK 1940 46 50 44.52045 124 01 3.93825 174082.678 231793.014 WA S -2 33 19.03 0.9999249 1 SC - 22 . 0 471242220001 ETC 1953 1964 47 06 45.54335 124 04 45.24359 203938.218 228455.350 WA S -2 35 59 79 0 9999570 20 7 - 21 . 8 471242240006 FERN 1953 47 14 45.58180 124 10 33.16493 219083.293 221819.055 WA S -2 40 . 12.52 . 0 9999812 . 24 7 - 21 . 5 461241120016 FIRST 46 46 38.32948 124 OS 32.70354 166745.381 225758.686 WA S -2 36 34.26 . 0.9999202 . 4 55 - 22 . 1 461241110067 FLU 1969 46 53 13.64713 124 07 28.01518 179050.793 223875.884 WA S -2 37 58.02 0 9999285 . 7 4 - 22 . 1 471244140005 FONT 47 54 29.80594 124 38 12.43100 108008.811 215793.489 WA N -2 49 54.29 . 0 9999489 . 49 SC - 19 . 1 471244140002 FONT 2 1954 47 54 30.08493 124 38 13.17548 108018.180 215778.475 WA N -2 49 54.85 . 0.9999489 9 8 . - 19 1 471244140017 FONT 2 RM 2 47 54 29.57568 124 38 13.68432 108002.994 215767.145 WA N -2 49 55.23 0 9999489 . 10 26 . - 19 1 471241440002 FORKS 47 56 12.16788 124 23 44.19111 110304.319 233948.059 WA N -2 39 7.87 . 0 9999472 . 86 90 . - 18 8 471244120002 . FORTY 1929 47 48 19.22397 124 31 53.93672 96194.066 223093.755 WA N -2 45 12.50 . 0.9999571 . 1 SC . - 19 6 4 1140004 FRONT RANGE LIGHT 46 56 5.93107 124 10 6.03426 184519.444 220781.577 WA S -2 39 52 81 0 9999332 . 4 1120001 GEODETIC HILL CABIN 1954 47 51 17.77421 124 07 17.11042 100309.076 254024.795 WA N -2 26 . 52 97 . 0 9999527 920 SC - 19 461241210030 GEORGE 1911 46 43 14.22643 124 00 59.85483 160188.834 231259.760 WA S -2 33 . 16.07 . 0.9999174 2 SC . - 22 1 1 471244120001 GOOD 1929 47 49 12.73368 124 30 44.05796 97775.102 224624.970 WA N -2 44 20 47 0.9999557 1 SC . - 19 4 461241110042 GOOSE 1940 46 58 33.72040 124 04 23.27529 188745.614 228230.247 WA S -2 35 . 43 83 9999379 0 O SC . - 21 9 461241220005 GOULTER 2 1939 46 33 8.65908 124 01 31.14526 141539.534 229760.584 WA S -2 33 . 38.79 . 0.9999148 2 SC . - 22 3 461241110030 GRANGE 46 53 19.17444 124 02 58.96693 178962.361 229573.318 WA S -2 34 42.59 0.9999286 4 57 . - 22 0 461241210026 GRASS 46 37 51.41176 124 02 4.45595 150292.768 229442.838 WA S -2 34 2 99 0 9999149 . . 471242220014 GRASS 1940 47 00 6.14863 124 00 24.17759 191370.162 233405.286 WA S -2 32 . 50.15 . 0.9999410 2 SC - 21 9 461241210031 GRASSY 1939 46 37 53.31148 124 02 27.53459 150373.375 228955.084 WA S -2 34 19.76 9999149 0 2 SC . - 22 2 461241120015 GRAY 46 48 40.50464 124 05 49.07094 170529.708 225583.823 WA S -2 36 46.15 . 0.9999224 4 70 . - 22 1 461241140006 GRAYS HARBOR BAR RANGE REAR LT 46 57 22.08544 124 08 5.57945 186750.572 223434.898 WA S -2 38 25 31 0 9999355 . O SC . - 461241140010 GRAYS HARBOR BAR RNG FRONT LT 46 55 58.99044 124 09 30.35647 184270.324 221525.443 WA S -2 39 . 26.89 . 0 9999330 22. 1 461241110061 GRAYS HARBOR CG STA CUPOLA 46 54 27.56521 124 06 42.82989 181286.984 224935.912 WA S -2 37 25.20 . 0.9999304 * For conversion of meters to U.S. Survey Feet multiply the meters by 39.37112.0 which is 3.28083333333 to 12 significant figures • For conversion of meters to International Feet multiply the meters by 100.0130.48 which is 3.28083989501 to 12 significant figures NOAA - NOS - C&GS Geodetic Control Diagram NATIONAL GEODETIC SURVEY 5 November 1987 NAD 83 GEODETIC AND STATE PLANE COORDINATES COPALIS BEACH QIDQSN STATION NAME LATITUDE LONGITUDE NORTHING FASTING ZONE CONVERGENCE SCALE ELEV GEOID HT (NORTH) (WEST) METERS* METERS* FACTOR (M) . (±1 M ) 461241110054 GRAYS HARBOR CG STATION LOT 46 54 15.75684 124 07 16.37376 180955.283 224210.084 WA S -2 37 49 57 0 9999301 461241110023 GRAYS HARBOR EAST BASE 1909 46 54 11.49578 124 05 52.83616 180742.971 225970 127 WA S -2 36 . 48 89 . 0 461241110024 GRAYS HARBOR EAST BASE 2 1940 46 54 10.08797 124 05 59.00729 180705 503 . 225837 678 WA S -2 36 . 53 .9999300 1 SC - 22 .0 461241110057 GRAYS HARBOR LIGHTHOUSE 1909 46 53 17.57493 124 07 0.88332 . 179145 592 . 224455 209 WA S -2 37 .37 0.9999300 3 .96 - 22 .0 461241110018 GRAYS HARBOR LOWER RNG REAR LT 46 56 2.74942 124 00 25.52869 . 183863.015 . 233042 706 WA S -2 32 38.31 51 13 0.9999286 9 SC - 22 .1 461241110003 GRAYS HARBOR N CHAN RNG 2 F LT 46 55 50.12213 124 01 10.45652 183515.806 . 232075 978 WA S -2 33 . 23 77 0.9999331 461241110014 GRAYS HARBOR N CHAN RNG 2 R LT 46 55 36.21456 124 01 29.04920 183104 348 . 231663 903 WA S -2 33 . 37 27 0.9999328 4 41110046 GRAYS HARBOR RANGE 1 FRONT LT 46 56 16.34283 124 03 16.08212 . 184443 757 . 229457 816 WA S -2 34 . 5 0.9999324 1110037 GRAYS HARBOR RANGE 1 REAR LT 46 56 18.38340 124 02 54.72210 . 184486 368 . 229911 951 WA S -2 34 5.02 39 0.9999335 4 41110015 GRAYS HARBOR UPPER RANGE F LT 46 56 2.47907 124 00 54.01970 . 183881.491 . 232440.312 WA S -2 33 .50 11 83 0.9999336 0 9999331 461241110005 GRAYS HARBOR UPPER RNG REAR LT 46 55 50.10749 124 01 10.47640 183515.373 232075.538 WA S -2 33 . 23 78 . 0 9999328 461241140008 GRAYS HARBOR WEST BASE 1909 46 54 18.06449 124 07 55.83806 181064.851 223379.070 WA S -2 38 . 18 23 . 0 9999302 3 SC - 461241110004 GRAYS HBR CROSSOVER CHAN LT 28 46 55 50.10477 124 01 10.48137 183515.294 232075.429 WA S -2 33 . 23 78 . 0 9999328 22 .1 461241110055 GRAYS HBR DIS FINDING STA CUP 46 54 22.85312 124 07 15.70066 181173.518 224234.369 WA S -2 37 . 49 08 . 0 9999303 461242110011 GREEN 1926 46 25 31.23031 124 03 15.66513 127530.440 226900.276 WA S -2 34 . 54 72 . 0 9999185 6 SC - 461242110024 GREEN 1926 RM 4 46 25 31.16483 124 03 17.27912 127529.973 226865.761 WA S -2 34 . 55 89 . 0 9999185 6 SC 22 - 22 .3 471242420009 GRENVILLE 1927 47 18 15.13628 124 16 43.27045 225914.950 214354.657 WA S -2 44 . 41 36 . 0 9999935 36 9 - .3 461241140012 GROIN 1909 46 56 18.60129 124 08 37.05032 184823.058 222679.709 WA S -2 38 . 48 17 . 0 9999336 . 21 .5 461241120023 GUNVILLE 46 51 42.23619 124 04 23.35961 176052.821 227653.080 WA S -2 35 . 43 89 . 0 9999262 O SC - 22 .1 461242120017 H USE 1913 46 16 1.80439 124 00 40.25452 109818.335 229432.669 WA S -2 33 . 1 83 . 0 9999299 3 1 .82 SC - 22 - .0 H USE 1913 46 16 1.80439 124 00 40.25452 294873.938 2229388.153 OR N -2 29 . 24 29 . 1 0000790 22 .3 471242240019 HACK 1953 47 14 13.35275 124 11 34.17843 218149.013 220490.815 WA S -2 40 . 56.84 . 0 9999794 22 7 - 21 6 471244140020 HAIL USN 1971 47 54 6.33041 124 37 44.33622 107255.880 216340.419 WA N -2 49 33 38 . 0 9999493 5 . 26 - 19 . 1 471242240033 HALFWAY 1953 47 14 45.49866 124 09 2.69213 218992.398 223719.447 WA S -2 39 . 6 80 . 0 9999812 . 49 8 - . 471242240021 HEAD 1927 47 08 53.19330 124 11 24.64544 208263.627 220228.722 WA S -2 40 . 49.91 . 0 9999629 . 24 SC 21 - 21 .5 9 471241430002 HEAD 1929 47 46 5.02030 124 28 47.12891 91868.595 226779.782 WA N -2 42 53.41 . 0 9999608 87 SC - 19 . 8 471242240048 HIGHLANDS 1927 47 13 6.57415 124 12 29.82326 216143.967 219224.830 WA S -2 41 37 26 . 0 9999758 2 C . - 461242120062 HILL 1926 46 18 43.03426 124 02 36.02340 114902.054 227179.816 WA S -2 34 . 25.92 . 0 9999259 9 S SC 21. - 22 7 3 HILL 1926 46 18 43.03426 124 02 36.02340 299956.073 2227129.557 OR N -2 30 46 39 . 1 0000944 . 4 2220009 HOGAN 1940 47 02 34.66617 124 06 46.91602 196316.230 225538.265 WA S -2 37 . 28 17 . 0 9999465 2 SC - 7 4 1430003 HOH 1914 47 46 4.97774 124 24 42.99888 91628.758 231857.199 WA N -2 39 . 51.65 . 0 9999608 370 1 22. - 19 0 8 4 2120010 HOLMAN 1926 46 19 25.99227 124 03 33.28295 116282.160 226015.832 WA S -2 35 7.51 . 0.9999249 . 6 SC . - 22 3 HOLMAN 1926 46 19 25.99227 124 03 33.28295 301335.173 2225963.902 OR N -2 31 27 00 1 0000986 . 471242220010 HOLMAN 1940 47 00 39.89049 124 01 5.14282 192449.564 232587.220 WA S -2 33 . 19 91 . 0 9999422 3 SC - 21 9 461242110004 HORN 2 1939 46 27 35.76972 124 00 7.27429 131191.979 231089.131 WA S -2 32 . 37.87 . 0 9999170 1 SC . - 22 3 471242220011 HUMP 1953 47 06 54.36074 124 01 45.52772 204039.564 232252.330 WA S -2 33 49 24 . 0 9999574 33 1 . - 471242220015 HUMPTULIPS 1953 47 05 48.43018 124 03 31.50960 202106.049 229928.623 WA S -2 35 . 6 23 . 0 9999545 . 6 21. 7 471242220017 HUMPTULIPS 1953 AZ MK 47 06 2.08040 124 03 4.80815 202501.770 230510.090 WA S -2 34 . 46 83 . 0 9999551 . 8 8 SC - 21. - 2 8 471242220016 HUMPTULIPS 2 1961 47 05 48.22790 124 03 31.69766 202099.988 229924 379 WA S -2 35 . 6 36 . 0 9999545 1. 8 471242220018 HUMPTULIPS 3 1978 47 05 49.50439 124 03 29.40866 202137.189 . 229974.377 WA S -2 35 . 4 70 . 0 9999545 7 7 SC - 21. 8 471242230010 HUT 1927 47 01 10.57008 124 09 52.78287 193903.142 221498.444 WA S -2 39 . 43 18 . 9999433 0 3 SC SC - 21. - 22 8 471242230011 HUT 2 1968 47 01 11.58538 124 09 53.55596 7693.330 246757.866 WA N -2 28 . 49 45 . 1 0001241 3 SC . - 22 1 471242230012 HUT 2 1968 AZ MK 1979 47 01 16.20737 124 09 58.63411 194082.769 221383.101 WA S -2 39 . 47 43 . 0 9999435 3 . - 1 461242110010 HUTTON 2 1939 46 22 51.88090 124 00 55.62741 122481.454 229667.928 WA S -2 33 . 12 99 . 0 9999209 2 SC 39 22. - 22 1 3 471241140001 HYAS 1954 47 58 56.21415 124 08 55.29864 114542.015 252595.475 WA N -2 28 . 6.07 . 0.9999450 . 917. 7 . - 18. 7 ~ For conversion of meters to U.S. Survey Feet multiply the meters by 39.37/12.0 which is 3.28083333333 to 12 significant figures For conversion of meters to International Feet multiply the meters by 100.0/30.48 which is 3.28083989501 to 12 significant figures NOAA - NOS - C&GS Geodetic Control Diagram NATIONAL GEODETIC SURVEY 6 November 1987 COPALIS BEACH NAD $3 GEODETIC AND STATE PLANE COORDINATES QIDQSN STATION NAME LATITUDE LONGITUDE NORTHING FASTING ZONE CONVERGENCE SCALE ELEV. GEOID HT (NORTH) (WEST) METERS* METERS* FACTOR (M) (±1 M) 471241140003 HYAS LOOKOUT HOUSE 47 58 52.00582 124 08 1.78558 114364.482 253698.483 WA N -2 27 26.23 0.9999451 471241140002 HYAS USE 1953 47 58 54.36648 124 08 53.88110 114483.738 252622.383 WA N -2 28 5.02 0.9999451 918 SC - 18 7 461242120064 I USE 1 913 46 17 19.32624 124 01 21.26036 112248.547 228662.367 WA 5 -2 33 31.61 0.9999279 . O SC - 22 3 I USE 1 913 46 17 19.32624 124 01 21.26036 297303.708 2228615.166 OR N -2 29 53.37 1.0000863 . 461242120029 ILWACO 46 18 23.89856 124 02 36.11710 114311.930 227151.282 WA S -2 34 25.99 0.9999263 3.25 - 22 3 ILWACO 46 18 23.89856 124 02 36.11710 299365.820 2227101.646 OR N -2 30 46.46 1.0000925 . 461242120077 ILWACO 1926 AZ MK 46 18 15.68774 124 02 36.94690 114059.476 227122.159 WA S -2 34 26.59 0.9999265 17.0 - 22 3 ILWACO 1926 AZ MK 46 18 15.68774 124 02 36.94690 299113.294 2227072.788 OR N -2 30 47.05 1.0000917 . 4 42120084 ILWACO 1926 RM 3 1971 46 18 23.37174 124 02 36.17030 114295.732 227149.414 WA S -2 34 26.03 0.9999264 3 SC - 22 3 ILWACO 1926 RM 3 1971 46 18 23.37174 124 02 36.17030 299349.618 2227099.795 OR N -2 30 46.50 1.0000924 . 4 42120024 ILWACO BASIN ENTRANCE LIGHT 46 18 10.11765 124 02 16.12953 113867.685 227559.444 WA S -2 34 11.47 0.9999267 ILWACO BASIN ENTRANCE LIGHT 46 18 10.11765 124 02 16.12953 298921.936 2227510.348 OR N -2 30 32.28 1.0000912 461242120002 ILWACO CHANNEL BEACON 3 A 46 16 48.49274, 124 00 21.53581 111240.576 229897.134 WA S -2 32 48.23 0.9999287 ILWACO CHANNEL BEACON 3 A 46 16 48.49274 124 00 21.53581 296296.883 2229851.189 OR N -2 29 11.02 1.0000834 461242120066 ILWACO CHANNEL BEACON 5 46 17 25.64075 124 01 8.63552 112431.254 228941.013 WA S -2 33 22.44 0.9999278 ILWACO CHANNEL BEACON 5 46 17 25.64075 124 01 8.63552 297486.738 2228893.663 OR N -2 29 44.42 1.0000869 461242120068 ILWACO CHANNEL LIGHT 3A 46 16 44.98833 124 00 18.05823 111129.178 229966.699 WA S -2 32 45.70 0.9999288 ILWACO CHANNEL LIGHT 3A 46 16 44.98833 124 00 18.05823 296185.541 2229920.883 OR N -2 29 8.55 1.0000830 461242120067 ILWACO CHANNEL LIGHT 5 46 17 25.62534 124 01 8.58995 112430.735 228941.966 WA S -2 33 22.41 0.9999278 ILWACO CHANNEL LIGHT 5 46 17 25.62534 124 01 8.58995 297486.220 2228894.617 OR N -2 29 44.39 1.0000869 461242120061 ILWACO CHANNEL LIGHT 7 46 17 36.50269 124 01 27.86751 112784.651 228544.778 WA S -2 33 36.41 0.9999275 ILWACO CHANNEL LIGHT 7 46 17 36.50269 124 01 27.86751 297839.772 2228496.990 OR N -2 29 58.06 1.0000879 461242120056 ILWACO CHANNEL LIGHT 9 46 18 0.64321 124 02 34.03294 113592.648 227163.592 WA S -2 34 24.48 0.9999269 ILWACO CHANNEL LIGHT 9 46 18 0.64321 124 02 34.03294 298646.434 2227114.724 OR N -2 30 44.98 1.0000902 461242120006 ILWACO DOCK LIGHT 46 18 0.73601 124 02 24.59429 113586.445 227365.499 WA S -2 34 17.62 0.9999269 ILWACO DOCK LIGHT 46 18 0.73601 124 02 24.59429 298640.444 2227316.670 OR N -2 30 38.29 1.0000903 461242120038 ILWACO HS DORM PROD OVER ENT 46 18 37.74447 124 02 18.32918 114721.909 227550.674 WA S -2 34 13.07 0.9999260 471242420007 IN 47 17 59.51808 124 16 5.01007 225394.742 215134.415 WA S -2 44 13.57 0.9999925 471242130001 INDIA 1 953 47 16 38.09693 124 12 40.26929 222679.226 219312.517 WA S -2 41 .44.84 0.9999877 151.6 - 21 5 461241210032 INSPECT OR 1922 46 42 8.97738 124 00 29.58910 158147.544 231812.232 WA S -2 32 54.08 0.9999167 . O SC - 22 1 46 241120003 ISLAND 1940 46 51 5.24083 124 03 23.95942 174854.810 228858.373 WA S -2 35 0.74 0.9999254 . 2.0 - 22.0 4 1110033 ISLAND LARGER HOUSE SE COR 46 52 31.62069 124 05 17.08147 177627.762 226585.791 WA S -2 36 22.91 0.9999274 4 41110029 ISLAND SMALLER HOUSE SE COR 46 52 34.34082 124 05 23.37307 177717.727 226456.530 WA S -2 36 27.48 0.9999275 471244140008 JAGGED ISLAND 47 59 30.51206 124 43 38.61309 117622.614 209498.546 WA N -2 53 57.14 0.9999447 471244140012 JAMES I SLAND 1914 47 54 18.48561 124 38 45.80116 107693.896 215084,094 WA N -2 50 19.14 0.9999491 49 SC - 19 1 471244140009 JAMES I SLAND LI GHT 47 54 17.48286 124 38 51.05847 107668.372 214973.520 WA N -2 50 23.05 0.9999491 . O SC - 19 1 461242210017 JET 193 5 46 14 0.33661 124 03 27.33297 291283.252 2225648.400 OR N -2 31 22.78 1.0000678 . 2 SC - 22 3 JET 193 5 46 14 0.33661 124 03 27.33297 106232.130 225689.637 WA S -2 35 3.19 0.9999333 . 461242210004 JETTY B TARGET 1909 46 13 25.27688 124 00 17.91232 290024.317 2229656.548 OR N -2 29 8.45 1.0000646 3 SC - 22 3 JETTY B TARGET 1909 46 13 25.27688 124 00 17.91232 104969.111 229695.916 WA S -2 32 45.60 0.9999344 . 461242210011 JETTY C TARGET 1909 46 13 38.49552 124 01 0.32756 290471.595 2228766.120 OR N -2 29 38.53 1.0000658 2 SC - 22 3 JETTY C TARGET 1909 46 13 38.49552 124 01 0.32756 105417.269 228806.078 WA S -2 33 16.41 0.9999340 . 461242210003 JETTY D TARGET 1909 46 13 40.89668 124 01 9.89470 290554.594 2228564.513 OR N -2 29 45.31 1.0000660 1 SC - 22.3 JETTY D TARGET 1909 46 13 40.89668 124 01 9.89470 105500.471 228604.585 WA S -2 33 23.36 0.9999339 461242210008 JETTY E TARGET 1909. 46 13 59.34450 124 02 32.21010 291200.762 2226827.111 OR N -2 30 43.69 1.0000677 2 SC - 22 3 JETTY E TARGET 1909 46 13 59.34450 124 02 32.21010 106148.395 226868.100 WA S -2 34 23.15 0.9999334 , • For conversion of meters to U.S. Survey Feet multiply the meters by 39.37/12.0 which is 3.28083333333 to 12 significant figures + For conversion of meters to International Feet multiply the meters by 100.0130.48 which is 3.28083989501 to 12 significant figures NOAA - NOS - C&GS Geodetic Control Diagram NATIONAL GEODETIC SURVEY 7 November 1987 NAD 83 GEODETIC AND STATE PLANE COORDINATES COPALIS BEACH QIDQSN STATION NAME LATITUDE LONGITUDE NORTHING FASTING ZONE CONVERGENCE SCALE ELEV GEOID HT (NORTH) (WEST) METERS* METERS* FACTOR . (M) (±1 M ) 461242210015 JETTY F TARGET 1909 46 13 58.15812 124 02 44.57227 291175.780 2226560.856 OR N -2 30 52 46 1 0000676 O SC - JETTY F TARGET 1909 46 13 58.15812 124 02 44.57227 106123.699 226601.855 WA S -2 34 . 32 13 . 0 9999334 22 .3 461242210009 JETTY SANDS LIGHT 46 13 46.43763 124 00 8.30336 290668.190 2229890.611 OR N -2 29 . 1.63 . 1 0000665 JETTY SANDS LIGHT 46 13 46.43763 124 00 8.30336 105612.653 229930.626 WA S -2 32 38 62 . 0 9999337 461233340062 JETTY SANDS RANGE FR LT 46 13 49.12841 124 00 1.04349 290744.459 2230049.641 OR N -2 28 . 56 48 . 1 0000668 46 SC - 22 JETTY SANDS RANGE FR LT 46 13 49.12841 124 00 1.04349 105688.745 230089.716 WA S -2 32 . 33 34 . 0 9999337 .3 461241210025 JIM USE 1939 46 42 41.15106 124 00 9.67166 159121.183 232278.998 WA S -2 32 . 39.61 . 0 9999170 2 SC - 22 1 4140010 JOHN 1929 47 57 59.77694 124 40 29.76941 114627.121 213268.766 WA N -2 51 36 54 . 9999457 0 49 SC - 18 . 9 4 4 1110021 JOHNS RIVER ENTRANCE LIGHT 14 46 55 22.02421 124 00 34.43907 182615.113 232798.493 WA S -2 32 . 57 60 . 9999319 0 . 4 41320004 KALA 1929 47 36 15.73611 124 22 27.52398 73319.681 233837.893 WA N -2 38 . 10.79 . 0.9999822 15 SC - 20 8 KALA 1929 47 36 15.73611 124 22 27.52398 259598.850 208770.263 WA S -2 48 51 42 1 0000734 . 471242230004 KENN 1953 47 06 10.54740 124 10 34.22850 203196.962 221055.721 WA S -2 40 . 13 29 . 0 9999554 4 1 - 22 0 461241120002 KITE 46 51 46.46632 124 03 42.88822 176144.550 228515.266 WA S -2 35 . 14.49 . 0.9999263 . 10 91 - 22 . 0 461242110018 KLIPSAN 1926 46 27 52.12548 124 03 20.39617 131880.744 226995.403 WA S -2 34 58 15 0 9999168 . 7 7 - 22 . 3 461242110025 KLIPSAN 2 1976 46 27 52.29457 124 03 22.94053 131888.406 226941.409 WA S -2 35 . 0 00 . 0 9999168 . 8 4 - 22 . 3 461242110032 KLIPSAN 2 1976 RM 2 46 27 53.17927 124 03 22.25033 131915.030 226957.351 WA S -2 34 . 59.50 . 0 9999168 . 8 8 - 22 . 3 461242110031 KLIPSAN 2 1976 RM 3 46 27 51.82000 124 03 22.23474 131873.089 226955.792 WA S -2 34 59 49 . 0 9999168 . 8 3 - . 471242220003 KURTZ 1940 47 02 33.25101 124 07 6.28908 196291.316 225127.752 WA S -2 37 . 42 24 . 0 9999465 . 2 SC 22 - 2 .3 471244140001 LA PUSH 1914 47 53 46.30637 124 37 39.26558 106633.016 216415.118 WA N -2 49 . 29.60 . 0 9999497 63 7 2 - 19 .0 1 471244140019 LA PUSH USCG TANK 47 54 30.46851 124 38 14.72562 108031.603 215746.911 WA N -2 49 56 00 . 9999489 0 . . 461241120024 LAID 1911 46 51 42.38456 124 04 23.09577 176057.145 227658.870 WA S -2 35 . 43.70 . 0 9999262 4 SC - 22 0 461242120044 LAKE 1926 46 18 52.01918 124 02 32.94609 115176.225 227258.043 WA S -2 34 23.69 . 0.9999257 6 SC - 22 . 3 LAKE 1926 46 18 52.01918 124 02 32.94609 300230.374 2227207.505 OR N -2 30 44 21 1 0000952 . 461241120011 LAND 46 50 15.80724 124 06 15.20924 173494.625 225164.705 WA S -2 37 . 5.14 . 0.9999243 7 66 - 22 1 471242220008 LANGLEY 1911 47 06 58.58994 124 06 49.81730 204460.379 225850.354 WA S -2 37 30.28 0 9999576 . 76 4 . - 21 8 461242110012 LARGE RED BARN NORTH GABLE 46 23 8.20572 124 01 1.08311 122990.177 229573.934 WA S -2 33 16.96 . 0 9999206 . . 461241210024 LARKIN 1939 46 44 20.86521 124 02 53.80880 162352.676 228934.928 WA S -2 34 38 84 . 0 9999182 137 00 - 22 1 461241120001 LAST 46 51 48.74160 124 06 52.69870 176397.547 224502.631 WA S -2 37 . 32.37 . 0.9999264 . 4 38 . - 22 1 461241120004 LAW 1911 46 51 46.06177 124 03 45.64777 176134.709 228456.317 WA S -2 35 16.50 0.9999263 . 1 SC . - 22 0 46 41210006 LEAD 1911 46 38 41.83902 124 03 30.85947 151930.792 227677.124 WA S -2 35 5 75 0 9999151 O SC . - 22 4 1210004 LEAD 2 1922 46 38 38.28485 124 03 28.57233 151818.971 227720.761 WA S -2 35 . 4.09 . 0.9999151 2 SC . - 22 2 2 4 1210001 LEAD 3 1925 46 38 32.15525 124 03 33.98631 151635.097 227597.213 WA S -2 35 8.03 0.9999151 O SC . - 22 2 461241210009 LEAD 4 1939 46 38 28.27058 124 03 5.49542 151487.973 228197.071 WA S -2 34 47.33 0.9999151 2 SC . - 22 2 461241210033 LEAD 5 1976 46 38 6.96820 124 03 14.25370 150839.291 227981.381 WA S -2 34 53.69 0.9999150 7 6 . - 22 2 461242110013 LIME 1938 46 24 35.99200 124 01 3.01503 125699.729 229653.528 WA S -2 33 18.36 0.9999192 . 2 05 . - 22 3 461242110001 LIME 2 1971 46 24 36.18835 124 01 4.08255 125706.801 229631.023 WA S -2 33 19.14 0.9999192 . 2 8 . - 22 3 471244140011 LOG 1929 47 55 27.53010 124 38 25.55881 109802.865 215609.383 WA N -2 50 4.07 0.9999479 . 3 SC . - 19 0 471244140006 LOG 2 1954 47 55 27.20506 124 38 25.45684 109792.734 215611.001 WA N -2 50 3 99 0 9999479 3 SC . - 19 471244140004 LOG 2 1954 AZ MK 47 56 18.72380 124 38 51.82526 111408.989 215143.135 WA N -2 50 . 23.62 . 0.9999471 3 SC . - 19 0 0 461241140017 LONE 1951 46 57 5.31892 124 07 39.41517 186207.937 223963.691 WA S -2 38 6.30 0 9999350 O SC . - 22 1 461241140009 LONE 2 USE 1951 46 57 7.47901 124 07 42.81739 186277.874 223894.896 WA S -2 38 8 78 . 0 9999351 O SC . - 22 1 461241140018 LONETREE USE 46 57 5.79569 124 07 39.33207 186222.562 223966.123 WA S -2 38 . 6 24 . 0 9999350 . 471242210007 LONG 1953 47 14 43.30050 124 05 36.26934 218725.320 228052.668 WA S -2 36 . 36.85 . 0.9999811 77 8 - 21 4 461241140019 LOOKOUT 1939 46 54 16.59968 124 07 36.78837 181001.124 223779.705 WA S -2 38 4 40 0 9999301 . O SC . - 22 471242120001 MACAFEE 1953 47 17 36.32240 124 01 0.77566 223802.205 234078.399 WA S -2 33 . 16.73 . 0.9999911 199.7 . - 21. 1 1 * For conversion of meters to U.S. Survey Feet multiply the meters by 39.37112.0 which is 3.28083333333 to 12 significant figures • For conversion of meters to International Feet multiply the meters by 100.0130.48 which is 3.28083989501 to 12 significant figures NOAA - NOS - C&GS Geodetic Control Diagram NATIONAL GEODETIC SURVEY 8 November 1987 NAD 83 GEODETIC AND STATE PLANE COORDINATES QIDQSN STATION NAME LATITUDE LONGITUDE NORTHING FASTING (NORTH) (WEST) METERS* METERS* 461241110013 MARKHAM 1940 46 54 37.53430 124 00 16.59083 181225.917 233114.693 461241140013 MARSH 1911 46 58 47.36882 124 08 22.37390 189397.574 223201.667 461242120020 MCKENZIE HEAD 46 17 2.25710 124 03 54.54056 111869.434 225361.079 MCKENZIE HEAD 46 17 2.25710 124 03 54.54056 296921.020 2225313.764 461241220012 MESS 1939 46 34 58.02172 124 01 27.79271 144909.634 229982.750 461241140003 MIKE 1927 46 59 34.69126 124 09 32.45335 190925.760 221790.003 461241140014 MINARD 1940 46 59 48.70572 124 08 18.90648 191286.193 223362.207 471242240047 MOC 1969 47 14 26.60911 124 13 2.53654 218645.197 218653.749 2240027 MOCLIPS 1914 47 14 46.28569 124 11 37.20777 219167.898 220474.778 4 4 4140003 MONUMENT 2 PLUS 00 USE 1955 47 55 13.48018 124 38 14.90626 109358.544 215808.803 4 44140013 MONUMENT 21 USE 1955 47 54 44.81551 124 38 26.06760 108485.797 215533.597 471242220012 MOTULIPS 1953 47 04 7.18298 124 01 43.69986 198880.581 232059.942 471241410001 MOUNTAIN 3 47 54 29.96082 124 16 2.18356 106715.190 243385.626 461241120022 MUDDEN 1940 46 50 57.53996 124 02 12.58701 174549.302 230358.108 461242110006 NAHCOTTA EAGLE OYSTER CO E GAB 46 29 58.80033 124 01 38.75463 135690.636 229336.595 461241220002 NAHCOTTA OYSTER SHELL PLT STK 46 30 0.52807 124 01 53.07270 135757.583 229034.009 461242110007 NAHCOTTA WHARF LIGHT 46 29 58.98332 124 01 28.51267 135686.522 229555.001 461242120037 NAVY WEST WIRELESS 46 17 54.27951 124 04 36.64884 113514.753 224533.456 NAVY WEST WIRELESS 46 17 54.27951 124 04 36.64884 298565.713 2224484.244 461241120017 NEAR ELK RIV BARN NORTH GABLE 46 50 22.90733 124 00 37.21065 173390.759 232329.008 461241110002 NEDS ROCK 1910 46 59 20.68798 124 01 34.41759 190033.917 231860.222 461241110001 NEDS ROCK 2 1939 46 59 20.69226 124 01 34.42021 190034.052 231860.173 461241110019 NEW USE 1951 46 59 6.99813 124 00 42.45636 189562.643 232938.240 461242120001 NO 1 1942 46 16 46.98797 124 03 25.30415 111370.238 225965.015 NO 1 1942 46 16 46.98797 124 03 25.30415 296422.394 2225918.327 461242120074 NO 2 1942 46 16 42.97649 124 03 18.20075 111239.658 226111.345 NO 2 1942 46 16 42.97649 124 03 18.20075 296291.949 2226064.819 461241210007 NORTH 1911 46 42 20.50757 124 03 33.25354 158677.920 227930.828 471242420005 NORTH 1927 47 18 32.96498 124 16 45.82040 226467.474 214327.525 471242220007 NORTH BAY 1953 47 03 37.41023 124 06 51.76171 198256.384 225524.837 461242120034 NORTH HEAD 46 18 1.33438 124 04 31.30836 113727 166 224657 495 NORTH HEAD 46 18 1.33438 124 04 31.30836 . 298778.295 . 2224608.075 4 42120080 NORTH HEAD 1942 RM 3 46 18 1.36229 124 04 33.75541 113730.400 224605.222 NORTH HEAD 1942 RM 3 46 18 1.36229 124 04 33.75541 298781.473 2224555.790 461242120040 NORTH HEAD LH 1909 46 17 56.06994 124 04 40.70394 113573.909 224449.272 NORTH HEAD LH 1909 46 17 56.06994 124 04 40.70394 298624.789 2224399.983 461242120031 NORTH HEAD WIRELESS POLE 46 17 54.09017 124 04 30.42656 113502.878 224666.211 NORTH HEAD WIRELESS POLE 46 17 54.09017 124 04 30.42656 298553.979 2224617.033 461241110053 NORTH JETTY 1909 46 57 27.83808 124 07 23.53044 186887.130 224331.139 471241340003 NORTH ROCK 47 44 55.42095 124 28 32.88170 89707.473 226974.393 461241110017 NOTCH 46 53 59.33689 124 01 47.44774 180133.335 231141.263 461242110014 OCEAN PARK NAV RAD COMP 46 27 51.69511 124 03 19.06056 131866.185 227023.270 461241140021 OCEAN SHORES GRAYS HBR NO 3 TK 46 59 3.09336 124 09 13.63201 189932.672 222142.055 461241140020 OCEAN SHORES RAD STA KDUX MAST 46 57 19.38838 124 07 51.27956 186653.459 223733.082 461241110032 OCOSTA 1911 46 53 32.72386 124 02 54.85237 179376.398 229679.147 COPALI$ BEACH ZONE CONVERGENCE SCALE ELEV. GEOID HT FACTOR (M) (±1 M) WA S -2 32 44.64 0.9999307 T SC - 21. 9 WA S -2 38 37.51 0.9999383 1 SG - 22. 1 WA S -2 35 22.96 0.9999283 59 .24 - 22. 3 OR N -2 31 42.08 1.0000847 WA S -2 33 36.36 0.9999146 1 SC - 22. 2 WA S -2 39 28.41 0.9999399 5 SC - 22. 1 WA S -2 38 34.99 0.9999404 1 SC - 22. 1 WA S -2 42 1.02 0.9999801 5 .3 - 21. 6 WA S -2 40 59.04 0.9999812 82 SC - 21. 6 WA N -2 49 56.14 0.9999482 2 SC - 19. 0 WA N -2 50 4.45 0.9999487 O SC - 19. 1 WA S -2 33 47.91 0.9999502 12 .3 - 21. 8 WA N -2 33 23.90 0.9999489 WA S -2 34 8.90 0.9999252 2 SC - 22. 0 WA S -2 33 44.32 0.9999157 WA S -2 33 54.72 0.9999157 WA S -2 33 36.88 0.9999157 WA S -2 35 53.54 0.9999271 OR N -2 32 11.94 1.0000896 WA S -2 32 59.62 0.9999245 WA S -2 33 41.17 0.9999394 15 SC - .21. 9 WA S -2 33 41.17 0.9999394 15 SC - 21. 9 WA S -2 33 3.43 0.9999390 37 .0 - 21. 9 WA S -2 35 1.72 0.9999287 38 SC - 22. 3 OR N -2 31 21.34 1.0000832 WA S -2 34 56.56 0.9999288 61 SC - 22. 3 OR N -2 31 16.31 1.0000828 WA S -2 35 7.49 0.9999168 O SC - 22. 2 WA S -2 44 43.21 0.9999946 1 SC - 21. 5 WA S -2 37 31.69 0.9999490 89 .5 - 22. 0 WA S -2 35 49.66 0.9999269 75 .49 - 22. 4 OR N -2 32 8.15 1.0000903 WA S -2 35 51.44 0.9999269 72 .98 - 22. 4 OR N -2 32 9.89 1.0000903 WA S -2 35 56.49 0.9999270 30 SC - 22. 4 OR N -2 32 14.82 1.0000898 WA S -2 35 49.02 .0.9999271 OR N -2 32 7.53 1.0000896 WA S -2 37 54.77 0.9999357 3. 86 - 22. 0 WA N -2 42 42.81 0.9999629 WA S -2 33 50.64 0.9999297 2.91 - 21. 9 WA S -2 34 57.18 0.9999168 4 SC - 22. 3 WA S -2 39 14.74 0.9999388 WA S -2 38 14.92 0.9999355 WA S -2 34 39.60 0.9999290 O SC - 21. 9 For conversion of meters to U.S. Survey Feet multiply the meters by 39.37/12.0 which is 3.28083333333 to 12 significant figures • For conversion of meters to International Feet multiply the meters by 100.0/30.48 which is 3.28083989501 to 12 significant figures NOAA - NOS - C&GS Geodetic Control Diagram NATIONAL GEODETIC SURVEY 9 November 1987 COPALIS BEACH NAD 83 GEODETIC AND STATE PLANE COORDINATES QIDQSN STATION NAME LATITUDE LONGITUDE NORTHING FASTING ZONE CONVERGENCE SCALE ELEV. GEOID HT (NORTH) (WEST) METERS* METERS* FACTOR (M) (±1 M) 461241110043 OCOSTA 2 46 53 35.37194 124 02 50.99776 179454.414 229764.333 WA S -2 34 36.80 0.9999290 3 61 - 21 9 461241110022 OCOSTA NEW HIP ROOF BARN W GAB 46 53 22.31487 124 02 25.52187 179027.423 230284.952 WA S -2 34 18.29 0.9999287 . . 461241110045 OCOSTA USE 1952 46 53 35.35493 124 02 48.84918 179451.845 229809.743 WA S -2 34 35.24 0.9999290 1 SC - 21 9 461241110020 OCOSTA WHITE HOUSE CUPOLA 46 53 29.53574 124 01 52.94096 179219.259 230983.933 WA S -2 33 54.63 0.99.99289 . 471242420001 OUT 47 17 57.50378 124 16 7.97598 225335.583 215069.207 WA S -2 44 15.72 0.9999924 461242210010 OUTER TANK 1942 46 14 1.56509 124 04 9.59003 291361.075 2224745.456 OR N -2 31 52.75 1.0000679 2 SC - 22 3 OUTER TANK 1942 46 14 1.56509 124 04 9.59003 106310.909 224786.898 WA S -2 35 33.89 0 9999333 . 47 42230001 OYHUT 1909 46 59 59.79331 .124 08 13.05735 191622.505 223501.429 WA S -2 38 30.74 . 0.9999408 O SC - 22 1 4 1220020 OYSTER 1921 46 32 53.42501 124 03 35.87685 141188.939 227085.180 WA S -2 35 9.40 0.9999148 . 2 SC - 22 3 4 41220018 OYSTER 2 1926 46 32 52.88469 124 03 32.26219 141168.800 227161.349 WA S -2 35 6.77 0.9999148 . 2 SC - 22 3 461241220023 OYSTER 3 1976 46 32 50.26227 124 03 34.81076 141090.362 227103.461 WA S -2 35 8.62 0.9999148 . 7 8 - 22 3 461241220003 OYSTER HOUSE 46 36 24.48395 124 02 23.35919 147629.504 228920.762 WA S -2 34 16.72 0.9999147 . . 461241220006 OYSTERVILLE BARD DAIRY N GAB 46 33 2.99723 124 01 40.39117 141373.697 229556.021 WA S -2 33 45.51 0.9999148 461241220008 OYSTERVILLE HOLWAY HSE LOW STK 46 32 59.80401 124 01 32.82925 141268.003 229712.532 WA S -2 33 40.02 0.9999148 471244110005 PAIN 1954 47 52 39.25594 124 35 11.41546 104414.167 219381.287 WA N -2 47 39.52 0.9999510 2 SC - 19 1 461242110017 PARK 1921 46 29 13.43770 124 03 20.32634 134388.671 227110.024 WA S -2 34 58.10 0.9999161 . 6 SC - 22 3 471244110002 PARK 1954 47 54 59.81459 124 36 23.90682 108823.599 218089.679 WA N -2 48 33.49 0.9999484 . 1 SC - 19 0 461242110009 PARK 2 1926 46 29 13.40152 124 03 15.04564 134382.481 227222.477 WA S -2 34 54.27 0.9999161 . 9 SC - 22 3 461242110030 PARK 2 1926 1978 46 29 13.37751 124 03 15.02483 134381.721 227222.887 WA S -2 34 54.25 0.9999161 . 9 SC - 22 3 461242120065 PEACOCK SPIT FRONT LIGHT 46 15 47.42547 124 00 9.36940 109345.436 230073.629 WA S -2 32 39.39 0.9999303 . PEACOCK SPIT FRONT LIGHT 46 15 47.42547 124 00 9.36940 294401.644 2230029.706 OR N -2 29 2.39 1.0000776 461233430070 PEACOCK SPIT REAR LIGHT 1913 46 15 48.58073 124 00 4.47027 109376.413 230180.017 WA S -2 32 35.83 0.9999303 PEACOCK SPIT REAR LIGHT 1913 46 15 48.58073 124 00 4.47027 294432.737 2230136.077 OR N -2 28 58.91 1.0000777 471242210009 PETE 1953 47 14 38.41250 124 05 3.52854 218543.210 228733.617 WA .S -2 36 13.07 0.9999808 81.4 - 21 4 461242110016 PETERSONS OYSTER HOUSE CHIMNEY 46 26 16.55167 124 00 36.36998 128776.109 230360.127 WA S -2 32 59.01 0.9999179 . 471242240030 PIER 1927 47 14 30.02328 124 13 8.21576 218756.143 218539.410 WA S -2 42 5.14 0.9999803 1 SC - 21 6 471242240028 PIER 1927 RM 1 47 14 27.74402 124 13 1.95122 218679.626 218667.697 WA S -2 42 0.59 0.9999802 . 4.8 - 21 6 471242240045 PIER 1927 RM 1 A2 MK 47 14 21.34402 124 12 59.68936 218479.963 218705.904 WA S -2 41 58.95 0.9999798 . 6. - 21 6 461241120012 PILE 46 52 13.49708 124 04 46.77027 177039.569 227201.555 WA S -2 36 0.90 0.9999270 . 461241140007 POINT 46 57 48.30655 124 08 1.26645 187555.184 223563.276 WA S -2 38 22.18 0.9999364 4 2120055 POINT 2 1926 46 17 45.88392 124 02 55.80851 113158.361 226677.584 WA S -2 34 40.29 0.9999273 O SC - 22 3 4 2110005 POINT 2 1939 46 28 3.35674 124 01 34.65496 132125.923 229264.621 WA S -2 33 41.34 0.9999167 . 2.12 - 22 3 461241110052 POINT CHEHALIS COAST GUARD LOT 46 54 15.86797 124 07 29.83511 180971.792 223925.661 WA S -2 37 59.35 0.9999301 . 461241110060 POINT CHEHALIS LIGHT 46 54 45.61692 124 06 43.03767 181844.004 224957.036 WA S -2 37 25.35 0.9999309 461241110049 POINT CHEHALIS LIGHT 4 46 54 49.44791 124 06 46.76396 181965.784 224883.688 WA S -2 37 28.06 0.9999310 461241110051 POINT CHEHALIS LIGHT 6 46. 54 45.18369 124 06 35.33049 181823.178 225119.334 WA S -2 37 19.75 0.9999309 461241110010 POINT CHEHALIS NAV RAD STA CUP 46 53 17.21212 124 07 33.37422 179165.969 223767.613 WA S -2 38 1.92 0.9999286 461241110059 POINT CHEHALIS RANGE REAR LT 46 54 31.40175 124 06 53.21557 181415.389 224721.793 WA S -2 37 32.74 0.9999305 O SC - 22 1 461241110056 POINT CHEHALIS RNG LIGHT 46 54 32.05726 124 07 11.75125 181453.591 224330.898 WA S -2 37 46.21 0.9999305 . 471242420002 POINT GRENVILLE LORAN MAST 47 18 18.80205 124 16 38.29484 226023.023 214464.476 WA S -2 44 37.74 0.9999937 - 21 5 471242130005 POINT GRENVILLE LOT 1953 47 18 36.67051 124 13 43.81248 226399.898 218151.567 WA S -2 42 31.00 0.9999948 . 157 SC - 21 4 461242120060 POINT USE 1913 46 17 45.38703 124 02 56.24506 113143.455 226667.561 WA S -2 34 40.61 0.9999273 . O SC - 22 3 POINT USE 1913 46 17 45.38703 124 02 56.24506 298196.640 2226619.091 OR N -2 31 0.73 1 ,0000888 . 461241120010 POST 46 50 52.48875 124 03 10.55735 174448.664 229124.258 WA S -2 34 51.01 . 0.9999251 461241110066 PT CHEHALIS FRONT RANGE 46 54 30.65283 124 07 23.41331 181421.597 224082.385 WA S -2 37 54.68 0.9999305 - 22.1 • For conversion of meters to U.S. Survey Feet multiply the meters by 39.37112.0 which is 3.28083333333 to 12 significant figures * For conversion of meters to International Feet multiply the meters by 100.0130.48 which is 3.28083989501 to 12 significant figures NOAA - NOS - C&GS Geodetic Control Diagram NATIONAL GEODETIC SURVEY 1 0 November 1987 . NAD 83 GEODETIC AND STATE PLANE COORDINATES COPALIS BEACH QIDQSN STATION NAME LATITUDE LONGITUDE NORTHING FASTING ZONE CONVERGENCE SCALE ELEV GEOID HT • (NORTH) (WEST) METERS* METERS* FACTOR . (M) (±1 M) 461241110062 PT CHEHALIS REAR RANGE 46 54 30.14918 124 07 8.54955 181391.627 224395.875 WA S -2 37 43.88 0 9999305 - 22 1 461241110009 PT CHEHALIS TIDAL BENCH MARK 2 46 54 30.90497 124 06 46.29920 181393.362 224867.295 WA S -2 37 27.72 . 0.9999305 . 3 14 - 22 0 471244140018 PUSH 1968 47 54 28.79184 124 38 14.47009 107979.621 215749.652 WA N -2 49 55.81 9999489 0 . . 3 SC - 19 1 471241320002 QUEETS 1914 47 31 43.61376 124 21 5.38316 64845.712 235167.686 WA N -2 37 9.64 . 0.9999948 . 24 SC - 21 1 QUEETS 1914 47 31 43.61376 124 21 5.38316 251120.164 210073.795 WA S -2 47 51.76 1 0000506 . 471241320005 QUEETS 1916 RM 1 1976 47 31 43.36133 124 21 5.72121 64838.247 235160.266 WA N -2 37 9.89 . 0.9999948 24 SC - 21 1 QUEETS 1916 RM 1 1976 47 31 43.36133 124 21 5.72121 251112.722 210066.352 WA S -2 47 52.00 1 0000506 . 471244140007 QUILL 47 54 31.68956 124 38 18.55355 108073.196 215669.386 WA N -2 49 58.85 . 0.9999489 2 82 - 19 1 47 44110001 QUILLAYUTE 1954 47 56 22.79586 124 33 40.83615 111218.463 221595.365 WA N -2 46 32.09 0.9999471 . . 55 8 - 18 8 4 4140022 QUILLAYUTE NEEDLE 1971 47 52 44.34228 124 38 2.92681 104745.888 215829.800 WA N -2 49 47.22 9999509 0 . . 18 SC - 19 2 4 4140016 QUILLAYUTE R CGLOT 47 54 30.90639 124 38 16.80309 108047.241 215704.494 WA N -2 49 57.55 . 9999489 0 . 7 SC - 19 1 471244140014 QUILLAYUTE RIV COAST GUARD LOT 47 54 30.90734 124 38 16.80304 108047.271 215704.496 WA N -2 49 57.55 . 0 9999489 . O SC - 19 1 471242420006 QUINAULT 1927 47 20 43.85014 124 17 50.71928 230570.301 213160.461 WA S -2 45 30.35 . 1 0000028 . 55 SC - 21 4 461241110008 RADIO AFRO FOG SIGNAL 46 53 17.35308 124 07 33.44753 179170.388 223766.263 WA S -2 38 1 97 . 9999286 0 . 471241220001 RAFT 1954 47 31 3.47459 124 04 50.97494 248921.777 230377.955 WA S -2 36 . 3.95 . 1.0000474 429 6 - 20 7 RAFT 1954 47 31 3.47459 124 04 50.97494 62711.527 255477.601 WA N -2 25 4.17 9999968 0 . . 471242240038 RAIL 1951 47 14 49.49854 124 O8 48.91348 219102.390 224014.599 WA S -2 38 56.79 . 0.9999814 47 8 - 21 5 471242230002 RAIN 1940 47 00 55.41170 124 08 55.53263 193379.537 222684.496 WA S -2 39 1.60 0.9999428 . . 2 SC - 22 1 461241110058 RANGE LIGHT DIAMOND TARGET 46 54 35.08759 124 06 56.11549 181531.893 224665.707 WA S -2 37 34.85 9999306 0 . 471241410002 READE 1954 47 53 23.04530 124 17 47.45527. 104748.580 241108.894 WA N -2 34 42.27 . 0.9999501 532 9 - 19 0 461241140002 REAR RANGE LIGHT 46 56 17.76569 124 09 48.30732 184867.064 221173.079 WA S -2 39 39 93 0 9999336 . . 461241140011 REAR RANGE TOWER OUTER CHANNEL 46 56 6.83939 124 09 23.35495 184505.562 221684.608 WA S -2 39 . 21.81 . 0 9999333 461242120014 RED HOUSE IN COVE SHINGLE ROOF 46 18 56.24126 124 03 41.85139 115372.811 225791.277 WA S -2 35 13.74 . 0 9999256 RED HOUSE IN COVE SHINGLE ROOF 46 18 56.24126 124 03 41.85139 300425.428 2225740.281 OR N -2 31 33.08 . 1 0000956 461242120025 REPUBLIC SPIT FRONT LIGHT 46 15 51.85561 124 00 54.71643 109525.263 229109.629 WA S -2 33 12.33 . 0.9999302 REPUBLIC SPIT FRONT LIGHT 46 15 51.85561 124 00 54.71643 294580.481 2229065.374 OR N -2 29 34.55 1 0000780 461242120043 REPUBLIC SPIT REAR LIGHT 46 15 56.77455 124 00 50.84492 109673.290 229199.212 WA 5 -2 33 9.52 . 0.9999300 REPUBLIC SPIT REAR LIGHT 46 15 56.77455 124 00 50.84492 294728.625 2229154.815 OR N -2 29 31.80 1 0000785 471244140024 RIALTO 1971 47 55 12.91449 124 38 18.35417 109344.632 215736.448 WA N -2 49 58.70 . 0.9999482 1 48 - 19 0 461242110028 RICH 1976 46 24 50.49770 124 03 27.92287 126285.889 226582.128 WA S -2 35 3.62 0 9999190 . . 6 7 - 22 3 471242210006 RIDE 1953 47 14 46.03908 124 06 57.51555 218887.857 226349.772 WA S -2 37 35.87 . 0.9999812 . . 53 9 - 21 4 4 2240035 ROAD 1951 47 14 44.08979 124 09 12.91668 218958.889 223502.649 WA S -2 39 14.22 0 9999811 . . 46 7 - 21 5 4 1120008 ROBIN 1940 46 50 25.17180 124 04 8.23059 173661.186 227865.546 WA S -2 35 32.90 . 0.9999245 . . 6 SC - 22 0 471242420008 ROCK 47 18 13.53639 124 16 50.80297 225873.178 214194.241 WA S -2 44 46 83 0 9999934 . 471242440001 ROCK 1929 47 26 58.37652 124 24 21.33412 242522.991 205543.712 WA S -2 50 . 14.09 . 1.0000287 O SC - 21• 2 ROCK 1929 47 26 58.37652 124 24 21.33412 56234.839 230664.483 WA N -2 39 35.52 1 0000098 . 471242230006 SAMPSON 1927 47 02 28.94348 124 09 58.41953 196326.170 221491.986 WA S -2 39 47.28 . 9999463 0 3 SC - 22 1 461241210002 SAN 1956 46 38 1.99678 124 03 44.80697 150715.252 227325.299 WA S -2 35 15.89 . 0.9999150 . 2 SC - 22 2 461241220019 SAND 1926 46 34 33.46828 124 03 44.76759 144283.251 227035.441 WA S -2 35 15.86 0 9999146 . 1 SC - 22 3 461242120054 SAND IS N DREDGING RANGE FRONT 46 16 4.20860 124 00 22.54063 109875.624 229814.887 WA S -2 32 48.96 . 0 9999298 . SAND IS N DREDGING RANGE FRONT 46 16 4.20860 124 00 22.54063 294931.638 2229770.367 OR N -2 29 11 73 . 1 0000792 461233430021 SAND IS N DREDGING RANGE REAR 46 16 6.97260 124 00 0.36622 294996.324 2230248.487 OR N -2 28 . 56.00 . 1 0000794 SAND IS N DREDGING RANGE REAR 46 16 6.97260 124 00 0.36622 109939.797 230293.003 WA S -2 32 32.85 . 0 9999298 461242120005 SAND ISLAND DIKE LOWER LIGHT 46 15 38.35991 124 00 28.38307 294139.633 2229610.722 OR N -2 29 15.87 . 1 0000768 SAND ISLAND DIKE LOWER LIGHT 46 15 38.35991 124 00 28.38307 109083.905 229654.431 WA S -2 32 53.20 . 0.9999305 • For conversion of meters to U.S. Survey Feet multiply the meters by 39.37/12.0 which is 3.28083333333 to 12 significant figures • For conversion of meters to International Feet multiply the meters by 100.0/30.48 which is 3.28083989501 to 12 significant figures NOAA - NOS - C&GS Geodetic Control Diagram NATIONAL GEODETIC SURVEY 11 November 1987 COPALIS BEACH NAD 83 GEODETIC ANp STATE PLANE COORDINATES QIDQSN STATION NAME LATITUDE LONGITUDE NORTHING FASTING ZONE CONVERGENCE SCALE ELEV. GEOID HT (NORTH) (WEST) METERS* METERS* FACTOR (M) (±1 M) 461242120016 SAND ISLAND LOOKOUT TOWER M-5 46 15 56.59172 124 00 41.93824 294714.693 2229345.135 OR N -2 29 25.49 1.0000785 SAND ISLAND LOOKOUT TOWER M-5 46 15 56.59172 124 00 41.93824 109659.160 229389.489 WA S -2 33 3.05 0.9999301 461242120007 SAND ISLAND LOWER DIKE LIGHT 46 15 38.56283 124 00 29.24739 294146.697 2229592.500 OR N -2 29 16.49 1.0000768 SAND ISLAND LOWER DIKE LIGHT 46 15 38.56283 124 00 29.24739 109090.986 229636.219 WA S -2 32 53.83 0.9999305 461242120015 SAND ISLAND TOWER 46 15 58.67155 124 00 34.44694 294771.887 2229508.206 OR N -2 29 20.17 1.0000787 SAND ISLAND TOWER 46 15 58.67155 124 00 34.44694 109716.173 229552.597 WA S -2 32 57.61 0.9999300 461242120035 SANDS 1935 46 16 26.37094 124 01 58.19039 110650.548 227799.508 WA S -2 33 58.44 0.9999293 O SC - 22 3 SANDS 1935 46 16 26.37094 124 01 58.19039 295704.548 2227753.866 OR N -2 30 19.56 1.0000813 . 42120003 SEAVIEW 1929 46 20 6.59290 124 03 27.38082 117528.729 226198.470 WA S -2 35 3.23 0.9999241 3 SC - 22 3 SEAVIEW 1929 46 20 6.59290 124 03 27.38082 302582.156 2226145.240 OR N -2 31 22.82 1.0001026 . 461241220014 SHELL USE 1939 46 36 26.15.550 124 02 35.28724 147692.455 228669.514 WA S -2 34 25.39 0.9999147 9 SC - 22 2 461241210017 SHOAL 1911 46 42 32.47960 124 04 35.38334 159106.869 226629.257 WA S -2 35 52.62 0.9999169 O SC . - 22 2 461242110003 SNAKE 2 1939 46 26 12.32029 124 01 14.02937 128681.408 229551.239 WA S -2 33 26.36 0.9999179 2 5 . - 22 3 461242120048 SOCK 1957 46 18 49.44521 124 00 15.74306 114965.757 230186.876 WA S -2 32 44.02 0.9999258 O . SC . - 22 3 SOCK 1957 46 18 49.44521 124 00 15.74306 300022.970 2230137.055 OR N -2 29 6.91 1.0000950 . 471242130002 SOUTH 47 17 58.38487 124 14 54.91274 225289.645 216603.687 WA S -2 43 22.65 0.9999924 3 9 - 21 5 461242110015 SOUTH MERIDIAN MARK 1921 46 27 53.52760 124 03 19.06293 131922.709 227025.769 WA S -2 34 57.19 0.9999168 3 . SC . - 22 3 471241340002 SOUTH ROCK 47 41 49.41970 124 25 35.87021 83796.068 230389.160 WA N -2 40 31.02 0 9999691 . 471242120002 SPAR TREE 1953 47 22 18.96789 124 02 42.53131 232617.890 232334.788 WA S -2 34 30.65 . 1.0000091 80 6 - 20 9 471241120002 SPRUCE 1914 47 51 17.20579 124 07 16.25935 100290.782 254041.720 WA N -2 26 52.34 0.9999527 919 . 8 . - 19 1 461242120042 START 1926 46 18 15.75345 124 02 32.57307 114057.300 227215.746 WA S -2 34 23.42 0.9999265 O . SC . - 22 3 471244110003 STEEL USE 1954 47 53 56.93906 124 34 12.41428 106750.877 220722.169 WA N -2 46 55.60 0.9999495 87 6 . - 19 0 471241320003 STRONG 1929 47 34 23.66934 124 21 47.76872 69824.173 234508.683 WA N -2 37 41.19 0.9999871 3 . SC . - 21 0 STRONG 1929 47 34 23.66934 124 21 47.76872 256100.981 209430.242 WA S -2 48 22.54 1.0000638 . 461241120019 SWAMP 1940 46 51 20.28753 124 01 59.33467 175238.413 230670.021 WA S -2 33 59.27 0.9999257 1 SC - 22 0 461242120039 T9N Ri1W SEC 5 WCMC 1956 46 17 55.21576 124 04 39.71557 113546.605 224469.206 WA S -2 35 55.77 0.9999270 46 SC . - 22 4 T9N R11W SEC 5 WCMC 1956 46 17 55.21576 124 04 39.71557 298597.501 2224419.949 OR N -2 32 14.11 1.0000897 . 471242240032 TAA 1 1953 47 14 27.58538 124 12 58.81199 218671.622 218733.414 WA S -2 41 58.31 0.9999802 5 1 - 21 6 471242240018 TAA 10 1953 47 14 16.75530 124 12 20.64630 218299.792 219519.484 WA 5 -2 41 30.59 0.9999796 10 . 8 . - 21 6 471242240013 TAA 11 1953 47 14 13.883$4 124 12 18.58256 218209.177 219558.677 WA S -2 41 29.09 0.9999794 12 . .1 . - 21. 6 4 2240014 4 TAA 12 1953 47 14 12.80448 124 12 16.78423 218174.106 219594.894 WA S -2 41 27.78 0.9999794 13 3 - 21 6 2240023 TAA 13 1953 47 14 12.35442 124 11 58.20479 218141.888 219984.587 WA S -2 41 14.29 0.9999793 17 . 3 . - 21 6 471242240020 TAA 14 1953 47 14 14.47047 124 11 31.02009 218180.383 220558.785 WA S -2 40 54.54 0.9999795 . 22 5 . - 21 6 471242240011 TAA 15 1953 47 14 25.10610 124 11 11.96746. 218489.732 220974.417 WA S -2 40 40.70 0.9999800 . 22 6 . - 21 6 471242240012 TAA 16 1953 47 14 33.09339 124 10 56.86789 218721.294 221303.146 WA S -2 40 29.73 0.9999805 . 23 2 . - 21 5 471242240003 TAA 17 1953 47 14 46.13662 124 10 30.27025 219097.573 221880.659 WA S -2 40 10.41 0.9999812 . 25 3 . - 21 5 471242240004 TAA 18 1953 47 14 46.10231 124 10 17.00808 219083.531 222159.198 WA S -2 40 0.78 0.9999812 . 32. 2 . - 21 5 471242240005 TAA 19 1953 47 14 46.18838 124 10 5.02417 219074.466 222411.060 WA S -2 39 52.07 0.9999812 32 7 . - 21 5 471242240031 TAA 2 1953 47 14 21.17159 124 12 56.60482 218471.589 218770.454 WA S -2 41 56.71 0.9999798 . 5 9 . - 21 6 471242240001 TAA 20 1953 47 14 42.58833 124 09 48.04188 218946.820 222762.634 WA S -2 39 39.74 0.9999810 . 39.9 . - 21 5 471242240002 TAA 21 1953 47 14 42.71532 124 09 22.25352 218925.584 223304.546 WA S -2 39 21.01 0.9999810 46 0 . - 21 5 471242240036 TAA 22 1953 47 14 44.85885 124 09 9.78416 218979.563 223569.553 WA S -2 39 11.95 0.9999811 . 46 4 . - 21 5 471242240037 TAA 23 1953 47 14 46.33538 124 09 3.03748 219018.546 223713.388 WA S -2 39 7.05 0.9999812 . 46 7 . - 21 5 471242240034 TAA 24 1953 47 14 47.60766 124 08 57.20263 219052.118 223837.775 WA S -2 39 2.81 0.9999813 . 46 4 . - 21 5 471242240039 TAA 25 1953 47 14 49.07961 124 08 38.56961 219079.417 224231.287 WA S -2 38 49.27 0.9999814 . 48. 3 . - 21. 4 • For conversion of meters to U.S. Survey Feet multiply the meters by 39.37/12.0 which is 3.28083333333 to 12 significant figures ~ For conversion of meters to International Feet multiply the meters by 100.0130.48 which is 3.28083989501 to 12 significant figures NOAA - NOS - C&GS Geodetic Control Diagram NATIONAL GEODETIC SURVEY 12 November 1987 NAD 83 GEODETIC AND STATE PLANE COORDINATES COPALIS BEACH QIDQSN STATION NAME LATITUDE LONGITUDE NORTHING FASTING ZONE CONVERGENCE SCALE ELEV GEOID HT (NORTH) (WEST) METERS* METERS* FACTOR . (M) (±1 M) 471242240040 TAA 26 1953 47 14 48.52436 124 08 18.05194 219042.378 224661.497 WA S -2 38 34.37 0.9999814 52 9 - 21 4 471242240041 TAA 27 1953 47 14 47.87502 124 07 55.00233 219000.016 225144.765 WA S -2 38 17.63 0.9999813 . 55 8 . - 21 4 471242210001 TAA 28 1953 47 14 47.28478 124 07 34.45586 218961.935 225575.539 WA S -2 38 2.70 0 9999813 . 55 9 . - 21 4 471242210005 TAA 29 1953 47 14 45.47573 124 06 38.18928 218851.867 226754.963 WA S -2 37 21.83 . 9999812 0 . 56 6 . - 21 4 471242240009 TAA 3 1953 47 14 21.06101 124 12 50.97575 218462.604 218888.552 WA S -2 41 52.62 . 0.9999798 . 3 9 . - 21 6 471242210004 TAA 30 1953 47 14 44.43971 124 06 10.35515 218793.151 227338.218 WA S -2 37 1.61 0 9999811 . 62 1 . - 21 4 471242210008 TAA 31 1953 47 14 40.75863 124 05 19:76143 218631.104 228395.889 WA S -2 36 24.86 . 0 9999809 . 77 9 . - 21 4 471242240025 TAA 4 1953 47 14 21.56414 124 12 47.13802 218474.325 218969.908 WA S -2 41 49.83 . 9999798 0 . 4 7 . - 21 6 47 42240022 ' TAA 5 1953 47 14 20.85735 124 12 41.80504 218447.246 219080.918 WA S -2 41 45.96 . 9999798 0 . 4 9 . - 21 6 4 2240044 TAA 6 1953 47 14 20.60546 124 12 32.96535 218430.733 219266.262 WA S -2 41 39.54 . 0.9999798 . 6 3 . - 21 6 4 42240043 TAA 7 1953 47 14 20.10161 124 12 28.69898 218410.974 219355.161 WA S -2 41 36.44 9999798 0 . 7 6 . - 21 6 471242240029 TAA 8 1953 47 14 19.08870 124 12 24.15307 218375.236 219449.195 WA S -2 41 33.14 . 0.9999797 . 9 2 . - 21 6 471242240017 TAA 9 1953 47 14 17.50971 124 12 21.47954 218323.887 219503.072 WA S -2 41 31.19 0.9999796 . 10 3 . - 21 6 471242420011 TAHOLAH 1914 47 22 9.65188 124 19 16.33399 233303.753 211493.812 WA S -2 46 32.54 1.0000084 . 74 3 . - 21 3 471242420004 TAHOLAH 2 1927 47 22 8.03054 124 19 25.71958 233263.279 211294.699 WA S -2 46 39.36 1.0000083 . 30 SC , - 21 3 471242420012 TAHOLAH ECC 1927 47 22 9.76779 124 19 16.35737 233307.352 211493.495 WA S -2 46 32 56 1 0000084 74 SC . - 21 471242230008 TANK 47 02 30.60921 124 09 47.93107 196367.268 221715.539 WA S -2 39 . 39 66 . 0 9999464 .3 461241140005 TANK ON S JETTY W STA LOOKOUT 46 54 24.43990 124 10 1.59841 181384.599 220729.651 WA S -2 39 . 49 59 . 0 9999303 461242210013 TANK-TOWER BEACON 46 13 30.78380 124 00 32.48903 290207.759 2229351.816 OR N -2 29 . 18 78 . 1 0000651 - 22 3 TANK-TOWER BEACON 46 13 30.78380 124 00 32.48903 105152.851 229391.418 WA S -2 32 . 56 19 . 0 9999342 . 471244120007 TEA 1929 47 52 17.47398 124 36 38.25077 103830.501 217546.242 WA N -2 48 . 44.17 . 9999515 0 24 SC - 19 2 471244120005 TEA 1929 AZ MK 47 52 20.33047 124 36 11.18593 103891.049 218112.284 WA N -2 48 24.02 . 0 9999514 O SC . - 19 2 461242120018 TIOGA 1926 46 21 40.61623 124 03 19.30984 120420.960 226501.705 WA S -2 34 57.36 . 0.9999222 8 3 . - 22 3 461242120078 TIOGA 1926 AZ MK 46 21 41.74934 124 03 10.29875 120447.233 226695.700 WA 5 -2 34 50.82 0.9999222 . 8 SC . - 22 3 461242120086 TIOGA 1926 RM 5 1974 46 21 40.18094 124 03 35.38019 120423.022 226157.937 WA S -2 35 9.04 0 9999222 28 SC . - 22 3 471244120003 TOL 1929 47 50 3.24809 124 32 33.27544 99442.378 222431.000 WA N -2 45 41.78 . 9999545 0 1 SC . - 19 4 461242120057 TRAP 1935 46 16 54.79470 124 02 3.43463 111532.270 227726.652 WA S -2 34 2.25 . 0.9999285 O SC . - 22 3 TRAP 1935 46 16 54.79470 124 02 3.43463 296586.327 2227680.064 OR N -2 30 23.28 1 0000840 . 461241220001 TREE 46 36 24.93425 124 02 31.85084 147651.503 228740.871 WA S -2 34 22.89 . 9999147 0 O SC - 22 2 461241120014 TREE 46 50 48.94851 124 04 52.42501 174437.024 226963.441 WA S -2 36 5 00 . 0 9999250 . 46 242120049 TRESTLE 1942 46 15 54.99932 124 05 4.20093 109862.573 223777.145 WA S -2 36 . 13.56 . 0.9999301 6 8 - 22 4 TRESTLE 1942 46 15 54.99932 124 05 4.20093 294912.154 2223731.745 OR N -2 32 31 48 1 0000783 . . 4 42210005 TRESTLE USE 1956 46 13 54.75807 124 02 10.88060 291039.258 2227277.534 OR N -2 30 . 28.56 . 1.0000673 O SC - 22 3 TRESTLE USE 1956 46 13 54.75807 124 02 10.88060 105986.434 227318.291 WA S -2 34 7.66 0 9999335 . 461241110016 TRY 46 55 43.96777 124 00 48.06051 183304.846 232540.779 WA S -2 33 7 50 . 0 9999326 471242220013 TULIPS 1940 47 01 32.52438 124 01 25.77413 194092.676 232224.484 WA S -2 33 . 34.89 . 0 9999442 4 SC - 21 9 461242120036 TURN 1926 46 19 26.13729 124 02 51.14872 116246.046 226916.374 WA S -2 34 36.91 . 0.9999249 4 3 . - 22 3 TURN 1926 46 19 26.13729 124 02 51.14872 301300.014 2226864.638 OR N -2 30 57.12 1 0000986 . . 461241110026 UNPAINTED BARN NORTH GABLE 46 53 24.22186 124 05 46.01325 179278.179 226047.844 WA S -2 36 43 93 . 0 9999287 461241110025 UNPAINTED BARN SOUTH GABLE 46 53 23.88916 124 05 46.02492 179267.928 226047.129 WA S -2 36 . 43 94 . 0 9999287 461241220013 USE MAP CONTROL STATION 1939 46 36 25.91739 124 02 35.42328 147685.241 228666.292 WA S -2 34 . 25.49 . 9999147 0 9 SC - 22 2 471242130003 VILLE 1953 47 18 36.30257 124 13 43.67727 226388.413 218153.867 WA S -2 42 30.90 . 0.9999948 160 4 . - 21 4 471242230003 WALK 1940 47 01 54.58083 124 08 51.44150 195200.683 222855.269 WA S -2 38 58.62 0.9999450 . 1 SC . - 22 1 471242210002 WALK 1953 47 14 47.19114 124 07 27.58689 218952.410 225719.700 WA S -2 37 57.71 0 9999813 55 3 . - 21 4 461241210008 WATER 1911 46 43 21.75093 124 05 30.78810 160680.082 225522.967 WA S -2 36 32.87 . 0.9999175 . O SC . - 22.2 * For conversion of meters to U.S. Survey Feet multiply the meters by 39.37112.0 which is 3.28083333333 to 12 significant figures ^ For conversion of meters to International Feet multiply the meters by 100.0130.48 which is 3.28083989501 to 12 significant figures NOAA - NOS - C&GS Geodetic Control Diagram NATIONAL GEODETIC SURVEY 13 November 1987 NAD 83 GEODETIC AND STATE PLANE COORDINATES COPALIS BEACH QIDQSN STATION NAME LATITUDE LONGITUDE NORTHING FASTING ZONE CONVERGENCE SCALE ELEV GEOID HT (NORTH) (WEST) METERS* METERS* FACTOR . (M) (±1 M) 461242210006 WEST END OF JETTY 1909 46 14 1.71134 124 04 38.20013 291392.693 2224133 192 OR N -2 32 13 04 1 WEST END OF JETTY 1909 46 14 1.71134 124 04 38.20013 106343.180 . 224174.750 WA S -2 35 . 54 67 .0000679 0 9999333 O SC - 22.4 461242210012 WEST JETTY 1926 46 13 38.42328 124 00 58.98564 290468.115 2228794.754 OR N -2 29 . 37 58 . 1 0000658 2 SC - 461241110050 WEST JETTY 1926 WESTHAVEN INNER BRKWTR LT 6 46 13 38.42328 124 00 58.98564 105413.760 228834.704 WA S -2 33 . 15.43 . 0.9999340 22.3 461241110048 WESTHAVEN OUTER BRKWTR N LT 5 46 46 54 5 35.85085 124 06 31.06412 181531.169 225196.335 WA S -2 37 16.65 0.9999307 461241110044 WESTHAVEN OUTER BRKWTR S LT 46 4 54 38.20632 31 55791 124 12 06 28.24296 181601.096 225259.296 WA S -2 37 14.60 0.9999307 461241110012 WESTHAVEN TANK FOUNDATION 46 54 . 30 97767 4 124 06 25.35405 181393.225 225310.977 WA S -2 37 12.51 0.9999305 4 1110027 WESTPORT 1940 . 06 46.42423 181395.726 224864.755 WA S -2 37 27.81 0.9999305 O SC - 22 0 4 1110035 WESTPORT CO DOCK E HSE S GAB 46 53 27.59320 124 05 37.79452 179374.245 226226.383 WA S -2 36 37.96 0.9999288 . 4 SC - 22.0 461241110031 WESTPORT GRASS IS SHACK CHIM 46 46 53 52 23.15967 34 124 05 4.25932 179205.197 226929.305 WA S -2 36 13.60 0.9999287 461241110047 WESTPORT MUNICIPAL TANK 46 5 .59512 124 05 23.70066 177725.887 226449.959 WA S -2 36 27.72 0.9999275 461241110041 WESTPORT SCHOOLHOUSE CUPOLA 46 3 53 39.09499 2 124 06 26.23302 179775.814 225218.337 WA S -2 37 13.14 0.9999291 461241120029 WESTPORT STANDPIPE 46 52 9.26061 12 57033 124 12 06 12.54719 179459.228 225493.852 WA S -2 37 3.20 0.9999289 461241110028 WESTPORT STEEP ROOF SOUTH GAB 46 53 . 18 19128 4 124 06 06 11.60644 5 177092.753 225405.607 WA S -2 37 2.52 0.9999270 461241110034 WESTPORT WHARF HOUSE 46 53 . 27 53024 124 05 .50792 5 179110.983 225627.102 WA S -2 36 58.09 0.9999286 461241110036 WESTPORT WHARF LIGHT 46 53 . 23 69206 124 05 .76211 4 3 179341.457 226903.657 WA S -2 36 14.69 0.9999288 461241110011 WESTPORT WHITE ELEVATED TANK 46 54 . 30 97090 124 06 .0 557 46 43348 179221.404 1 226934.783 WA S -2 36 13.44 0.9999287 471242410002 WHALE 1929 47 29 . 31 17763 124 2 . 81395.526 224864.550 WA S -2 37 27.82 0.9999305 WHALE 1929 . 0 40.54498 247009.400 210393.463 WA S -2 47 33.71 1.0000402 6 SC - 21 1 461241210028 WHARF 1911 47 29 31.17763 124 20 40.54498 60736.158 235500.138 WA N -2 36 51.14 1.0000015 . 461241110007 WHITE BARN CENTER GABLE 46 42 56.02454 124 02 22.44103 159705.801 229482.602 WA S -2 34 16.06 0.9999172 1 SC - 22.1 461241110006 WHITE BARN NORTH GABLE 46 53 11.08321 124 06 7.87769 178894.019 225566.968 WA S -2 36 59.81 0.9999284 461241110038 WHITE BARN SOUTH GABLE 46 53 11.08041 124 06 7.60411 178893.668 225572.750 WA S -2 36 59.61 0.9999284 461241210005 WILLAPA BAY CG STA FLAGSTAFF 46 46 53 43 10.68219 3 7 124 06 7.60343 178881.384 225572.203 WA S -2 36 59.61 0.9999284 461241220007 WILLAPA BAY LGE RED BARN N GAB 46 31 .0 594 25 35189 124 1 02 44.15753 159944.011 229031.663 WA S -2 34 31.83 0.9999173 461241210019 WILLAPA BAY LIGHT 46 43 . 31 48438 24 124 01 38.29496 138359.851 229465.851 WA S -2 33 43.99 0.9999152 461241210020 WILLAPA BAY LIGHTHOUSE 46 43 . 4 52045 124 04 04 30.52320 21 5 160922.193 226814.927 WA S -2 35 49.09 0.9999176 461242110002 WILLAPA BAY OYSTER CANNERY STK 46 24 . 34 67837 . 4197 160081.851 226967.732 WA S -2 35 42.57 0.9999173 9 SC - 22.2 461241210003 WILLAPA LIFE SAVING STATION 46 43 . 2 74633 124 124 01 02 3.87101 4 125660.026 229633.458 WA S -2 33 18.98 0.9999193 2130004 WRECK 1927 . 4.07332 159933.764 229032.992 WA S -2 34 31.77 0.9999173 4 4 1440001 Y 27 47 16 19.17868 124 13 46.91709 222161.692 217885.732 WA S -2 42 33.26 0.9999865 2 SC - 21 5 461241110039 Y 295 47 56 11.72618 124 23 44.67740 110291.159 233937.346 WA N -2 39 8.23 0.9999472 . 87.26 - 18 8 461242210002 YELLOW IRON CROSS 1935 46 46 53 13 48.46738 31 124 06 10.20248 180049.411 225570.513 WA S -2 37 1.50 0.9999294 . 2.63 - 22.0 .44002 124 00 30.54931 290226.198 2229394.227 OR N -2 29 17.41 1 0000652 9 SC - 22 3 YELLOW IRON CROSS 1935 46 13 31.44002 124 00 30.54931 105171.243 229433.843 WA S -2 32 54.78 . 0.9999342 . For conversion of meters to U.S. Survey Feet multiply the meters by 39.37/12.0 which is 3.28083333333 to 12 significant figures • For conversion of meters to International Feet multiply the meters by 100.0/30.48 which is 3.28083989501 to 12 significant figures A ^ a\c ~p A7MOSPyF /C9 9 noaa eo a ~c ¢~~ ~ ~ ~Zy 2 2 Q O~AAATMENT OF GO~~~O e ss ee November 1980, Noo 5 Global Positioning System Will Benefit Surveyors in the 1980's Satellite A Satellite B ~~, > ~,~~ The advanced technology of the NAVSTAR Global Positioning System (GPS) now being developed by the Department of Defense (DOD) will provide tremendous benefits to surveyors. This proposed cost-effective system has the potential capability of providing relative positional information at the 1- to 2-centimeter level. The fully operational system, which should be flying in 1987, will contain a minimum of 18 satellites grouped in three orbital planes of six satellites each. The first GPS satellite was launched in 1978; five are currently in orbit. A minimum of five satellites will be main- tained until initial implementation of the operational system in 1984. The signals from GPS satellites will allow for 1- to 2- centimeter relative positional accura- cies in essentially "all weather" con- ditions in a matter of a few hours over distances of 100 km or less. These capabilities have important implications for upgrading and densifying geodetic control networks and for monitoring crustal deformations near seismically active plate boundaries. In view of the system's potential importance to geodesy, NOAA, National Aeronautics and Space Administration (NASA), DOD, and U.S. Geological Survey (USGS) have formed a consortium to coordi- nate an overall plan for the development of electronic receivers and testing dif- ferent concepts. The group, headed by Capt. John Bossler, Director, National Geodetic Survey, National Ocean Survey, NOAA, has prepared an interagency plan (July 1980} which coordinates the activi- ties of the agencies involved and provides a basis for testing these concepts. (GPS continued on p. 2) Inside Announcement After serving 3 years as the original editor of this newssheet, Jeannie Holdahl has resigned and transferred to another position within NOAA. We gratefully ac- knowledge her dedicated efforts and believe she has given the geodetic commun- ity a most informative and interesting product. • Revised Glossazy of Geodetic Terms - p. 2 • Southern Florida Data Published in New Format - p. 3 • Geodetic Control Diagrams - p. 3 • Refraction Error Study Completed • p. 4 • Geodetic Data Update - p. 6 • Control Surveys in Progress - p. 9 • Which Foot? - p. 10 • • Relative position determination geometry using the GPS network New NGS Director ~ , Captain John D. Bossler, former deputy director of the National Geodetic Survey (NGS) and project manager for the new adjustment of the North American Datum, was recently appointed NGS director. In this new capacity he replaces Captain John 0. Phillips who retired after 37 years of Government service. $ossler is a commissioned officer in the NOAA Corps--one of the seven uniformed services of the Federal Government. A native of Johnstown, Pa., he received a bachelor's degree in civil engineering from the University of Pittsburgh in 1954, and a doctorate in 1972 in geodetic science from Ohio State University. Ohio State has twice bestowed upon him the Heiskanen award for excellence in geodesy. Bossler is a member of many profes- sional societies and has authored many papers in the field of geodesy. (GPS continued from p. 1) The agencies have studied various approaches for exploiting GPS for geodetic purposes and have chosen to expand the two most promising plans for continued research and development. Both approaches parallel the applications of conventional Very Long Base line Interferometry (VLBI) in geodesy, except the radio sources are GPS satellites instead of quasars. The series approach, supported by NASA, fur- ther emulates VLBI techniques by treating the GPS signals as noise. In Contrast, the phase differencing method, preferred by DOD, NOAA, and USGS, requires knowledge of the transmitted signal from GPS. Per- haps by late 1980, initial results will be available from series receivers and modi- fied conventional GPS navigation receivers which will output phase information. Receivers designed specifically to provide the phase information will not be ready until late 1982. Studies conducted within NGS show that the potential relative positional accuracy with GPS signals is better than 2 cm. NOAA, USGS, and DOD have contracted with. the Applied Physics Laboratory (APL), Johns Hopkins University to develop a receiver capable of outputting the phase of the reconstructed carrier signal using conventional technology. APL will provide two prototype receivers by late 1982. In addition, NOAA has a contract with the Government Avionics Division of Rockwell International to study the feasibility of mass producing receivers capable of out- putting the phase information with state- of-the-art technology. Hopefully, they will be on the market by the mid-1980's when the full constellation of 1$ satel- lites is flying. 2 Glossary of Geodetic Terms Being Revised A revision to the original 1948 Coast and Geodetic glossary of geodetic terms has been in progress for the past 4 years, and is now almost in final draft form. The new version will be an expanded revi- sion of "Definitions of Terms Used in Geodetic and Other Surveys," Special Pub- lication 242, by Hugh C. Mitchell. The original publication has been so popular that it has been reprinted many times. It has served as the primary source of geodetic terms for other glos- saries. Many of the definitions also appear word-for-word in other dictio- naries. After more than 30 years, the publication needs revision because geo- detic terminology has expanded vastly since Mitchell's original writing. How- ever, the effect of time on terminology was aptly anticipated by Mitchell in his introduction: "Included also are terms which might appear to have little relation to geodetic surveying, but the great advances of re- cent years in the use of geodetic data for the control of other surveys make it de- sirable that the geodetic engineer be familiar with the language of those who may use the data which he determines." The original glossary contains 86 pages with 1,500 entries. The new glossary will have about 200 pages and 3,000 en- tries. It will cover artificial satel- lites, VLBI, distance measurement with radio waves and laser, automatic leveling instruments; new disciplines such as marine geodesy, photogrammetric geodesy, and three-dimensional geodesy; as well as updated terms in the better known disci- plines of optics, astronomy, and ocean- ography. Publication date is scheduled for 1981. Southern Florida Data Published in New Format The horizontal control for a second large area of the United States has now been published in the National Geodetic Survey data base automated publication format. The area includes that portion or part of Florida below 28° north latitude. The data elements in the automated publication are identical to those pre- viously included for the State of Vermont, the first area entered into the system. The new format, however, has been revised to accommodate changes suggested by users. Major revisions include: the addition of elevation in feet for monumented stations, elimination of redundant information, reorganization of station information for improved readability, the elimination of most abbreviations and codes, and an ex- pansion of the section on explanation of geodetic terms. Publication of the horizontal control for this area represents several note- worthy milestones. These data are pub- lished in the quad format for the first time. All horizontal control in the fifty States (with the exception of the Long Island area of New York State) has now been converted to the geographic quad format. This effort originally began in 1959 when Indiana data were first pub- lished in the quad format. The published coordinates in this automated publication are the results of a readjustment of the national horizontal control network below the 28th parallel. The readjustment was necessary because first-order urban type horizontal surveys performed by the National Geodetic Survey, in cooperation with Paim Beach, Broward, and Dade Counties, did not fit the ex- isting control. The readjustment positioned 4,880 stations of which 1,038 were first- and second-order main scheme stations, 618 were new stations, and 648 were held fixed. The main scheme stations were adjusted separately and then held fixed in a simultaneous adjustment of all other stations in the region. ~ 1 Geodetic Control Diagrams In 1958, a cooperative agreement was drawn between the U.S. Coast and Geodetic Survey (now the National Ocean Survey) and the U.S. Geological Survey to prepare a new geodetic control diagram using a topographic base of 1°x2° series, with 1:250,000 scale. This series, completed in 1975, covers the conterminous United States and comprises a total of 467 dia- grams. At the time the agreement was executed, Hawaii and Alaska were not States and, therefore, diagrams were not compiled for these areas. In 1978, NGS began preparing diagrams of the Hawaiian Islands with a scale of 1:250,000 in order to depict accurately vertical and horizontal control on one source and to facilitate ordering control by quad. Alaska diagrams were depicted on aeronautical chart bases (1:500,000 scale). Revised Alaska diagrams are being prepared on new aeronautical sec- tional charts using the same compilation techniques and processes for making the completed geodetic control diagram (1°x2°} series. Hawaii is illustrated on four base maps (Hawaii, Kauai, Maui, and Oahu) that were obtained from the U.S. Geological Survey along with the necessary data de- picting their control. Information on available control in these areas was ob- tained from other agencies as well. Dia- grams for Oahu and Maui were published in July 1980, and data for Kauai and Hawaii are now being compiled for publication this fall. These diagrams are the first in the series showing the location of Doppler (satellite), astronomic, and tide (or water level) stations. When these last four, diagrams are com- pleted, a major milestone will be achieved: control data for all States except Alaska will be depicted and referenced on the same area, scale, and projection surface. This will enable users to order data by quad format for any specific region. An index of these diagrams is available upon request from the National Geodetic Infor- mation Center. ~~ National Geodetic Information Center Call (301) 443-8631 ~~ The adjustment combined a number of smaller State and coastal projects, and mark maintenance work. This gave NGS an opportunity to validate the observations and station descriptions in preparation for the North American Datum 1983 adjust- ment. 3 J ~! Refraction Error Study Completed Refraction errors in leveling may accumulate on slopes when the lines of sight pass through air layers of differing density. During the daytime, air layers near the surface are generally warmer than the air layers above. When leveling up a slope, the line of sight to the "up-slope" rod passes through air layers of in- creasing temperature and density, and is refracted upwards as if it were passing through a lens. Thus, the reading on the up-slope rod is too high when the surface air layer is warmer than the layers above. The same situation occurs with the line of sight to the down-slope rod, but to a much smaller degree. Refraction errors cause observed elevation differences to be less than their "true" values. From July through September 1479 and again in March 1980, NGS conducted tests to evaluate refraction errors in leveling on the grounds of the National Bureau of Standards (NBS) in Gaithersburg, Md. Similar tests were conducted at a site near Tucson, Ariz., in April 1980. The tests were designed to determine "true" elevation differences and to maximize refraction errors. Kern 0.5~centimeter level rods were guyed over steel rod marks at the test sites. Three rod marks were located on a gentle slope at distances from the instrument station of 30, 50, and bd m at the NBS test site, and 30, 45, and 60 m at the Tucson test site. The nominal elevation difference between upper and lower marks was 2 meters at each sight distance. The third mark was set at the same height as the ground beneath the instrument, at each sight distance. Since 1935, Finnish geodesists per- forming leveling surveys have measured the air temperature difference between sensors .placed at 0.5 m and 2.5 m above the surface of the level instrument. The temperature difference at each instrument station is used to compute a refraction correction with an equation of the form.: R = As2dtl~h where R is the refraction correction in millimeters, A is approximately equal to -0.00006, s is the sight distance in meters, ~t is the temperature difference in degrees Celsius, and Leh is the eleva- tion difference in meters. For example, a sight distance of 50 m, a temperature difference of -1°C, and an elevatian dif- ference of 2 m result in a refraction correction of +0.3 mm. if these con- ditions persist for 1 km of observations (assuming ZO setups), the accumulative correction is +3.0 mm. Elevation differences with insignifi- cant refraction error were observed between rod marks using sight distances generally less than 10 m, to obtain a standard for evaluating the refraction errors. A Jenoptic N1002 reversible com- pensator level was located at the in- strument station, and rod readings were observed at each sight distance in the sequence: center rod, left rod, right rod, and center rod. Each rod observation consisted of a low-scale reading in com- pensator position one and a high-scale reading in compensator position two. Temperatures were observed using aspirated sensors at 0.5, 1.5, and 2.5 m above the surface at the instrument sta- tion and at the far center rod, both before and after each sequence of rod readings. BM 4~ 0.5 (nominal rod reading) ~ BM 7 8M 1 ; ~i ~ -~~ 5om 'I ~ 3pm 60m1 ~ ~ ~ ~ ~ ~ ~ i BM 2 ~ j BM 5~ ~ ~ ~ ~ ' ~ ~BMB Instrument Station ~ ~ i i ~ ~ 1.5 (nominal rod reading) i Q Temperature Probe ; BM 3 ~ i 2.5 (nominal rod reading) ^ BM 9 BM 6 ^ Bench Marks Gaithersburg test site. Reference to a specific product or company does not constitute an endorsement by NOAA and none should be inferred. 4 i The elevation differences, observed minus standard, were computed and summed at each test site for each sight dis- tance. The sum amounted to -6.3 cm at an accumulated 60-meter sight distance of 25 ktn at the NBS test site and -16 cm at the same sight distance and an accumulated distance of 29 km at the Tucson test site. Refraction correction equations by T. Kukkamaki of the Finnish Geodetic Institute and by B. Grafinkel of Yale University removed more than 80 percent of the refraction error when used with observed temperature differences at both test sites. Sandford Holdahl of NGS has developed procedures to estimate temperature dif- ferences for computing refraction corree- tions for surveys where temperature dif- ferences were not observed in the field. His method relies on the estimation of temperature profiles based on historic records of solar radiation made at more than 100 weather stations in the United States. Using Holdahl's model, instan- taneous solar radiation can be calculated and converted to temperature change with height for use in computing refraction corrections for leveling. Corrections based on Holdahl's temperature model and Kukkamaki's equation removed most of the refraction error from the NBS test obser- vations but overcorrected the Tucson test observations by 30 percent. Since then, Holdahl has refined his model to include the effects of skycover, soil moisture, and soil reflectivity. The refined equation reduced the overeorrec- tion at the Tucson test site to the level of uncertainty in the standard elevation differences. His refined temperature model can now be applied to all leveling data for which temperature differences were not observed. This will increase the accuracy of elevations published in the future and improve the utility of leveling observations when used for the analysis of crustal movements. Recovery Notes Our field personnel are most dedicated in their search for geodetic markers as indicated by the following recoveries: Station CULLEY was established in 1929 on a bluff about 10 miles SSW of Vicksburg, Tenn. In 1957, the sta- tion was recovered as stated: "The station was visited 4-11-57 and the station mark and reference marks were found in good condition. The station mark was found in the south-west corner of the living room of a concrete block house built over the station site, 6 inches below the top of the concrete floor, access is through a 3 inch iron pipe with a lead top. The disk is stamped CULLEY 1929." Station INLET 2 was established in 1933 on an island near Camp Lejeune, N.C. In 1965, the station recovery note read as follows: "The island on which station is located is an impact area for bombing and firing operations at Camp Lejeune, U.S. Marine Corps. Marine Corps authorities will not au- thorize clearance for visiting the island and should occasion arise where the station had to be searched for, it is strongly recommended that the cooper- ation of the deactivating personnel of the base be sought." Needless to say, we do not plan to occupy either of these. We suspect movement has occurred! 5 ~_ <- Observer obtains elevation differences Geodetic Data Update For each newssheet, the NGIC compiles a list of all control survey projects (field projects, control diagram updates, and adjustments) that were completed or begun since the last issue. Quarterly reports appear in the American Congress on Surveying and Mapping Bulletin in somewhat more detail than presented here. For information on prices, billing, or spe- cific projects, contact the NGIC. Revised and new data are available for the fol- lowing diagrams and projects: Arkansas - Mississippi - Tennessee 340901 Mississippi 330901 330902 330903 330904 340902 Vertical control data previously published in quadrangle form have been brought up-to-date and published in an automated format of 30' quads: GEODETIC CONTROL DIAGRAMS 1°x2°, printed: Maui, NF 14-6. 1°x2°, revised and printed: Baton Rouge, NH 15-6; Racine, NK 16-5. 1°x2°, reprinted: Bluefield, NJ 17-8; Charleston, NJ 17-5; Elko, NK 11-12; Kingman, NI 11-3; Nashville, NJ 16-11; Scranton, NK 18-8; Valdosta, NH 17-4; Waycross, NH 17-1. State diagrams with control by NGS, re- vised and printed: Virginia (vertical). State diagrams with control- by NGS, re- printed: Illinois (vertical), Ohio (horizontal), South Carolina (vertical), Virginia (horizontal). NOS nautical chart bases depicting hori- zontal control data, reprinted: Chart 558, Chart 1116. National horizontal and vertical network status diagrams on 1:5,000,000 scale were revised and sent to printer. GEODETIC CONTROL DATA: VERTICAL Vertical control data, previously pub- lished in lines by States, have been brought up-to-date and published in an automated format of 30' quads. Arkansas 330914 340911 340912 340913 340914 Arkansas - Mississippi 340903 340904 Arkansas 350903 350904 Arkansas - Louisiana 330913 Adjusted data available in manuscript form since the last report (listed by State and project name): California Auburn to 12 miles east of Foresthill Imperial Valley Geothermal Subsidence Detection Southern California Releveling Program California - Mexico (DTENAL) Vicinity of Mexicali - Cerro Prieto Project Florida (FLDT) Coastal Setback Line fo'r Flager County - Part 1 Minnesota (MNDT) Big Falls to International Falls Delano via Rockford to Plymouth Grand Rapids to Hibbing Lake Crystal via Mankato and New Rich- land to Ellendale Laverne to the Iowa State Line Plymouth to Golden Valley Rogers to Elk River St. Cloud to Fridley 0.9 mile north of Soderville via Cam- bridge and Braham to Rock Creek Minnesota - North Dakota (MNDT) Noyes via St. Vincent, MN to Pembina, ND 6 New Jersey Leveling for Berry's Creek Tide Study in the E. Rutherford area New Jersey -.New York Leveling in the Ramapo fault area North Carolina (NCGS) Henderson - Durham area Kinston seismic area Vermont (VTAT) Essex Junction via Richmond to Mont- pelier Richmond via Interstate Highway I 89 to Milton Unadjusted vertical control data available in manuscript farm since the last report: Arizona, California, Delaware, District of Columbia, Louisiana, Maryland, Michigan., Minnesota, Mississippi, Montana, New Jersey, New Mexico, North Carolina, Penn- sylvania, South Carolina, Texas, Vermont, Virginia, Wisconsin. GEODETIC CONTROL DATA: HORIZONTAL Adjusted data resulting from new surveys have been added to the following data quads: California 321151, 321154, 321161, 321164, 321171, 321184, 331152, 331153, 331154, 331162, 331163, 331171, 331173, 331174, 331181, 331182, 331183, 331192, 331193, 331194, 341143, 341152, 341153, 341154, 341161, 341162, 341163, 341164, 341171, X41172, 341173, 341174, 341181, 341182, 341183, 341184, 341191, 341142, 341193, 341144, 341201, 341202, 341204, 351153, 351162, 351163, 351172, 351173, 351174, 351182, 351191, 351142, 351193, 351194, 351201, 351202, 351203, 351211, 361192, 361193, 351201, 361202, 361204, 361214, 361221, 371203, 371211, 371212, 371214, 371222, 381213, 381214, 391221, 391222, 401211, 401222. Florida 240804, 2508011, 2508012, 2508013, 2508014, 250802, 250803, 250804, 2608011, 2608012, 2608013, 2608014, 2608021, 2608022, 2608023, 2608024, 260803, 260804, 260811, 260812, 270801, 270802, 270803, 270804, 270811, 270821, 2708241, 2708242, 2708243, 2708244, 280803, 280804, 280811, 280812, 280822. ~_. Alaska Freshwater Bay Lake Bay Whale Passage Shelikof Strait Arizona Ajo to Gila Bend to Buckeye Camp Verde - Clarkdale - Sedona Florence - Mammoth Traverse Holbrook to Snowflake Safford - Clifton St. Johns to Springerville to Clifton Tempe to Apache Junction to Coolidge Why to Tucson Why - Lukeville Wickenburg - New River Wikieup to Round Valley Williams - Grand Canyon - Ballemont Arkansas Osceola to Helena California City of Los Angeles Conner Vicinity to Arvin Corcoran to Tulare Placerville Vicinity Poway to Ramona Sacramento and San Joaquin River San Nicolas Island Thornton Vicinity 29th Engineer Survey - S. California Canada Hi Fix Site, Amphitrite - Point, Van- couver Island Colorado Black Mountain - Silesia Peak South Park Connecticut Northwest Connecticut Florida Christie to Bradford and Mace to Crow, TCT Duval County - Camera Sites Fort Lauderdale Vicinity - Navigation System Sites Lake Apopka St. John's River and St. Augustine Tallahassee Vicinity Tampa Bay Navigation Aids Titusville to Holmes TCT Hawaii 181554, 191543, 191544, 191551, 191552, 191553, 191554, 191561, 201561, 201564, 211573, 211574, 211582. Adjusted horizontal control data available in manuscript form since the last report :;7 Georgia Atlanta Rapid Transit Survey Cave Springs - Talking Rock - Rockalo - Oconee - Greensboro Okefenokee Swamp Tybee Island to Ossabaw Sound Hawaii Milolii to South Cape IL-AR-KY-MO-TN Cairo, IL to Osceola, AR IA-IL-WI Dubuque Kansas Overland Park Azimuth Base Louisiana Baton Rouge Baton Rouge to Hammond Boef River to Oak Grove Lake Borgne Monroe to Delhi New Orleans - $aton Shreveport area Maine Northeast Maine Rouge - Mobile Maryland Beltsville Section TCT Montgomery County Breakdown Survey Princes Georges County Breakdown Survey Massachusetts Haystack Observatory Nantucket Island - Beach Cape Cod - Hampton Michigan Rogers City to Presque Island St. Ignace to Drummond Island Minnesota Big Falls to International Falls North Washington County Rochester to Hader Saginaw to Independence Twin Valley Willmar Bypass Mississippi Stoneville Missouri Lineville - Creston Montana Beartooth and Livingston Chotau - Saypo - Hungry Horse Circle Colony Bay Cut Bank area Fort Custer - Hysham Glasgow Havre - Dodson Kalispell and Flathead Seeley Swan Lake Nevada Current vicinity Fallon vicinity Lincoln and Nye Counties - Earth Move- ment Surveys New Mexico Arabela Carizozo Hueca and Dona Ana Range Las Vegas to Santa Fe Lordsburg to Lanak vicinity Martinez Reservoir Project San Juan Chama Silver City - Pyramid Mts. South of Truth or Consequences to San Antonio Southwest area New York Monroe County South Shore of Lake Ontario North Carolina Burke County Hickory Lee County West Long Beach to Ocean Isle New Bern Wake County Wayne County Wilson County North Carolina - South Carolina Monroe, NC to Cheraw, SC North Dakota Ashley Bismark - McIntosh North Dakota - Minnesota border area Rough Creek Ohio Portage County and vicinity Oregon Cape Arago Douglas County Jackson County Rome Continuation Project Pennsylvania Altoona area Pittsburgh area Tioga County Puerto Rico - Virgin Islands Puerto Rico and islands to the east 8 ( ~ ~^a~ Tennessee Vertical control surveys: Alabama, Astro ties along 35th parallel Arizona, Florida, Idaho, Michigan, Min- Texas nesota, Montana, New Mexico, Texas. Ben Bolt area Fort Stockton East area •Horizontal control surveys: Connecticut, Outer Bank Galveston to Port O'Connor Illinois, Michigan, South Carolina, Texas, San Luis Pass - Freeport Wisconsin. Sanford Reservoir Utah Confusion Range Vermont Mt. Mansfield vicinity Virginia Portsmouth Coast Guard Base Washington Blane Measured Nautical 0.5 mile King County Breakdown Surveys Puget Sound area Snake River Strait of Juan de Fuca Tacoma Harbor •Horizontal control surveys reconnais- sance: California, Connecticut, Georgia, Michigan, South Carolina, South Dakota, Texas. •The establishment of calibration base lines for calibrating surveying instru- ments: Alaska, California, Colorado, course Indiana, Kansas, New Jersey, North Caro- lina, Ohio, Utah, Washington, Wisconsin. Wisconsin Apostle Islands Shawano, Wausau, LaCross, and Viroqua Project Wyoming Crandall - Granite Peak Embar - Frank Pk. - Younts Pk. Fort Warren and maneuver area Leo to Laramie Plains South Pass to Wind River Sundance area Sussex - Worland - Kaycee Unadjusted horizontal control data avail- able in manuscript form: Alabama, Alaska, Arizona, California, Connecticut, Florida, Georgia, Hawaii, Idaho, Iowa, Kansas, Louisiana, Maine, Massachusetts, Michigan, Minnesota, Missouri, Montana, Nebraska, New Mexico, New York, North Carolina, Oklahoma, Texas, Utah, Virginia, West Virginia, Wyoming. Control Surveys in Progress During 1980, NGS field control surveys were in progress in the areas listed below. Surveyors and persons in related fields are cordially invited to visit these sites. General information is usually reported by local new media. Fur- ther information may be obtained from: Chief, Field Operations Branch, NOAA/NOS, National Geodetic Survey, Rockville, MD 20852. •Satellite tracking (Doppler) observa- tions: Eastern United States; Kingman, Arizona; Ukiah, California. •Astronomic position determinations: California, Colorado, Idaho, Montana, Nevada, New Mexico, Oregon, Pennsylvania, Tennessee, Utah, Virginia, Wyoming. •Gravity Control Surveys: North Central States, South Central States. •Highway traverses - Second-order class I. Traverse surveys are usually performed by State highway departments in cooperation with NGS: Arizona Wickenburg - Wikieup California Lucerne to Victorville Minnesota Anoka - Elk River - St. Francis Chatfield to Rushford Onamia to Garrison Zumbro Fails to Wabasha North Carolina Franklin County Project Wake Forest Project 9 arts per million in approximately two p WhICh F~~t? conversion ratios had little effect on the measurement of most industry--wide items of "ordinary dimensions" such as nuts and bolts. However, for precise measures of resent experience as an English- large land areas and for extended basic Our p to conform with geodetic control, this difference can be oriented culture trying si nificant. Continued use of the U.S. Survey Foot the Metric Conversion Act of 1975 is g after 1954 was necessary not only to main- tumultuous enough, but for those involved This tain consistency with past measurements, in making land measurements, the experi- ence can be even more unsettling. but to satisfy legislation enacted by the confusion results from two definitions oy States. The linear unit defined in the the foot in metric units--the U.5. Surve State plane coordinate systems, now adop- ted b 37 or more States, is the U.S. Foot versus the International Foot as de- fined in the International System of Units Surve y Foot. The U.S. Government retains the The published results of the redefi- (SI). ecific technical U S. Survey Foot for sp nition of the vertical a whi ho will the and legal reasons. Modern standardization eodetic control networks, will be methods are far more sophisticated than in available in the mid-eighties that time, medieval times when the standard for the entirely in metric units. By yard was associated with the distance from universal metrication should have occurred within the surveying and engineering pro- the tip of King Henry I's nose to the end of his thumb. fessions, and the conversion between units• In 18b6, Congress legalized the use reviously of the metric system. The Mendenhall warisont of neresurveys x wpthfop t e com- Order of 1893 established that 1 foot p be in English equals 1200/3937 of 1 meter. Until 1959, published results which may length measuring equipment graduated in units. ou confused, If all this still has y English units was calibrated to this standard by the National Bf om the metric "Metric 1Pr ctice Gu des bfora Surveyingfand ublished y the American dards (NBS) and conversion in Falls system to English units was based on this ~QngYesst'onpSurveying and Mapp g~ ratio. Church, VA 22046; and Letter Cir_ cular No. develo ed among 1035 (revised 1976), "Units and Systems of Minor discrepancies rou s p concerned various international g p and small Weights and Measures, Their Oragailahle with accurate measurements, velo ment, and Present Status," from the Office of Metric Information, adjustments were made to the conversion National Bureau of Standards, Gaithers- ratios .that had been used since 1893. On July 1, 1959, NBS adopted revised English- bur MD 20760. metric conversion ratios, which resulted g~ in the foot standard identified as the International Foot. It is 0 9144 metere ~ relationship that 1 yard th and eleva- Where is Joe Dracup To ensure consistency in leng eodetic tion determinations within the g After 37 years of Federal service Joseph control networks, all measurements made by the National Ocean Survey's National Geo- Francis Dracup retired from Government detic Survey and its predecessox, the Service last November. During his many years in geodesy, Joe wrote over 60 pro- Geodesy Division of the Coast and Geodetic fessional papers, lectured at hundreds of Survey, were excluded from adopting the workshops and conventions, and answered revised standard. NBS authorities speci- thousands of technical questions. The fically stated in their 1959 announcement that any data expressed in feet derived Department of Commerce recogniz him the eodetic Service to the Nation by awarding from and published as a result of g 1974. surveys would continue to use the original Department's Silver Medal in 1971 and the ratio as defined in 1893. The foot unit NOAA Public Service Award ~n of the defined by this ratio was designated the Although he retired as chief he con- U.S. Survey Foot. Control Networks Division in 1979, U.S. tinues to be geodesist "extraordinaire." the number of Each week NGS receives several inquiries Consequently, laces in a Survey Feet, to 14 decimal p the about Joe Dracup. For those 1 934 Desert contact Joe, his address is: meter is 3.28083333333333; whereas, e in 1959 of Glen Drive, Sun City West, Arizona 85375. number of International Feet in a meter is 3.28083989541312. This Chang 10 Training ^orner The NOAA geodetic newssheet welcomes information on formal education programs in geodesy and related disciplines. NGS will publish this information as a public service. This issue highlights the gradu- ate studies in Surveying Engineering at the University of New Brunswick, Frederic- ton, N.B., Canada. The graduate program is built around a core of specialized courses and research areas leading to the degrees of Master of Science, Master of Engineering, and Doctor of Philosophy. Individual student study programs are designed to suit the particu- lar needs and interests of the student involved. This flexibility allows for a specialization in one of the three main areas (advanced surveying, geodesy, photo- grammetry) with a possibility of extending and combining studies and research in the other two main areas (cartography and cadastral studies). The specific graduate courses being offered are as follows: advanced studies in engineering and urban surveying, ad- vanced studies in mining surveying, theory of the figure of the Earth, dynamic geodesy, satellite geodesy, special studies in geodesy, special studies in photogrammetry, automation in photogram- metry, digital mapping, remote sensing, engineering applications of photogramme- try, applied mathematics for surveying engineers, cadastral studies seminar, graduate seminar, and research. In addition to these subjects, other courses of interest may be selected from the undergraduate program in Surveying Engineering and related subjects. Research is an integral part of the Department's activities. Financial sup- port in the form of research and teaching assistantships is available. The value of the assistantships available is in the range $3800 - $4200 for the academic year, with up to $2,000 more available during the summer months. Inquiries are invited from graduates in Mathematics, Physics, Computer Science, Electrical Engineering and Civil Engineering as well as from Surveying Engineering and Geodetic Science. For more detailed information write: The Director of Graduate Studies, Department of Surveying Engineering, University of New Brunswick, Fredericton, N.B., Canada. Curren{ Publications The publications listed below are sold by the National Technical Information Service (NTIS), Springfield, VA 22161 (telephone: 703-487-4650). Checks and money orders should be made payable to: National Technical Information Service. Purchases can also be billed to your NTIS, American Express, Master, or Visa account. Telephone orders are accepted; cite acces- sion number, shown here in parentheses, with your order. Prices are subject to change. Each publication is also avail- able on microfiche and costs $3.50. NOAA Technical Report NOS 82 NGS 13, Feasibility study of the conjugate gradient method for solving large sparse equation sets, L. Grundig, 1980, 22 pp. (PB80 180235), $5.00. Method is suit- able for constrained adjustments of triangulation networks but not for free adjustments. NOAA Technical Report NOS 83 NGS 14, Tidal corrections to geodetic quantities, P. Vanicek, 1980, 30 pp., $6.00. Cor- rections for tidal force are formulated and tidal aspects relating to geodesy discussed. NOAA Technical Report NOS 84 NGS 15, Ap- plication of special variance estimators to geodesy, J. Bossier and R. Hanson, 1980, 10 pp., $5.00. Special variance estimators, one involving the use of noninteger degrees of freedom, are an- alyzed and applied to least-square adjustments of geodetic control net- works to determine their effectiveness. NOAA Technical Report NOS 85 NGS 16, The Bruns transformation and a dual setup of geodetic observation equations, E. Grafarend, 1980, 73 pp., $7.00. Geo- metric and physical observations are combined within a unified theoretical framework. NOAA Technical Report NOS 86 NGS 17, Crustal movement investigations at Tejon Ridge, California, R. Snay and M. Cline, 1980, 33 pp., $6.40. Ten epochs of data from two linked networks were observed from 1964 to 1478. NOAA TM NOS NGS-25, Revisions of the HOACOS height-controlled network adjust- ment program, T. Vincenty, 7 pp. (PB80 223324) $5.00. Several revisions of the program were made to handle difficulties caused by incomplete geodetic data and to ensure compatibility with the program of the Geodetic Survey of Canada at junction stations. 11 NGS Brochure ~~ A new brochure describing the functions, activities, and services of the National Geodetic Survey has been prepared and will be available in the fall. The booklet reflects the modern role of NGS in geodesy and related activities in this era of space-age technologies. The brochure will be distributed to members of the automatic mailing service, other customers who request geodetic data and publications, as well as to schools and universities, and to the general public upon request. noaa geodetic newssheet NOAA, National Ocean Survey National Geodetic Survey National Geodetic Information Center Rockville, Md. 20852 H.R. Lippold, Jr., Duector NOS John D. Bossier, Director NGS John F. Spencer, Jr„ Director NGIC Eleanor _Andree, Editor Beatrice Drennan, Asst. Editor Contributors: James Collom, Clyde Goad, Soren Henriksen, James_Hoobler, John Love, John Spencer, William Wallace, Charles Whalen UNITED STATES DEPARTMENT OF COMMERCE National Oceanic and Atmospheric Administration National Ocean Survey National Geodetic Survey (OA/C18) Rockville, Md. 20852 OFFICIAL BUSINESS Penalty for Private Use, $300 14561 POSTAGE AND FEES PAID DEPARTMENT OF COMMERCE zoo u THIRD CLASS Jefferson County Public TJorks Department Attn Gary Rowe, Const Engr Courthouse Port 2'ownsend TJA 98368 ~' ' ~ ~e ~~ //-Z I~ 8Z November 10, 1982 NOTICE TO ALL SUBSCRIBERS The National Geodetic Information Center has recently converted the automatic mailing service for geodetic data to a computerized system. We are making every effort to ensure that our records arc accurate and up-to-date . Please review the enclosed copy of your file . If you wish to change your area of interest, number of copies, etc. , please note these changes directly on the copy and return it for` processing. It is important that each subscriber return the copy of his file regard- less if any changes were made. Please use the enclosed envelope for your response. U S Department of Commerce NOAA/NOSJNGS National Geodetic Info Center - C184 Rockville MD 20852 ~ OV 2 2 1982 fil.~GS JEFFE~S~~ ~~~~TY EIi1GfNEEt'S ®FFICE z ~ ° ~znD ^, o° o_ -~.3E,+~ ° ~ W A ^' H '" a' oo A o_°~ ,°~ c D C TTO _~ ° A d 0 s _ f o n O ~ O•N Z c ~_, O °. ° N n ~~ o y ~ sT A o o_ ^ a ~" y-1 y~ N o° s a A c~ m y t< o c :" ~ o~ o .o ° Z 0 O N m o° °: < ~ O O c D O ° o D ~ A 'O °` ~ o Q o m a .° o- -. _ o 0 a a O ~ - o a g y A Z o N ° ~ °. N c m ~ ~ ~ . ~, o o n. '" ~ ° A 0^ - •p A fD S 6. A O ~j N D ~ Q fi ~ M o= m ~O 9~ C W N 'A c O N O y N O 0 3 -• a t- A ~ x . 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Z 3 O ~ O A N N, S T T S T S T T T T' 3 ~p .~ A ° ° '" A < w ° " ° Tf n.'~ c e ~•a c ~ o -~ y A N N N O A W T n N c m a o °. ~ 3~ A° ° > > > > ~ n . ~ A t7 S s G'1 m N D Z v ~_ r r Z O m 0 v m ~"~ n !1 Z oa '~. m-ao w ~ Z ^_.• ~ ^r A Q V• A ~ ac m ~ ~ ~ n ~ N ~ ^ Zi _ < a m A ~ G7 m N N ""~ rn 3 • • AVAILABILITY LIST OF GEODETIC INFORMATION Preprint January 1982 Compiled by Grace C. Sollers National Geodetic Survey U.S. DEPARTMENT OF COMMERCE National Oceanic and Atmospheric Administration National Ocean Survey Rockville, MD 20852 ~ i ORDERING INFORMATION AS OF JANTJARY 1982 Geodetic publications of the National Oceanic and Atmospheric Administration are available from the National Geodetic Information Cente (NGIC). Relevant geodetic publications of the former Coast and Geodetic Survey (C&GS) and the Environmental Science Services Administration (ESSA) are also sold by NGIC. Ordering Publications by Mail In ordering a publication give the title and series designation. Include your name, complete address and zip code. Prices listed include first-class postage. Make check or money order payable to: National Geodetic Survey. Do not send cash or stamps. Send your order to: NOAA National Geodetic Information Center (OA/C18x2) 6001 Executive Boulevard Rockville, MD 20852 Ordering Publications in Person Orders are filled by the Geodetic Reference Services Group located in room 14 in the Rock-Wall building, 11400 Rockville Pike, Rockville, MD. Purchases can be made over the counter at this address. However, all correspondence should be sent to the address stated in the preceding paragraph. •Telephone Inquiries The telephone number for inquiries pertaining to availability of NOAA geodetic publications is (301) 443-8316. Ari r.a i.i ct The publications and prices cited in this listing are subject to change New NOAA geodetic publications will be added as they become available. Federal government agencies are entitled to receive one free copy of a requested publication. Ordering Geodetic Data Requestors are often interested in ordering geodetic data as well as publications. The NGIC also serves as the national depository for geodetic control data. For further information on ordering data or subscribing to the geodetic data automatic mailing service contact: NOAA National Geodetic Information Center (OA/C184) 6001 Executive Boulevard Rockville, MD 20852 (301) 443-8631 .~ 2 • • NOAA TECHNICAL rYEMORANDUMS NOAA Technical Memorandum NOS NGS-l. Use of climatological and meteorological data in the planning and execution of National Geodetic Survey field operations, by Leffler, Robert J., 1975, 30 pp. $2.90 NOAA Technical Memorandum NOS NGS-2. Final report on responses to geodetic data questionnaire, by Spencer, John F., Jr., 1976, 39 pp. $3.15 NOAA Technical Memorandum NOS NGS-3. Adjustment of geodetic field data using a sequential method, by Whiting, Marvin C. and Pope, Allen J., 1976, 11 pp. $2.30 NOAA Technical Memorandum NOS NGS-4. Reducing the profile of sparse symmetric matrices, by Snay, Richard A., 1976, 24 pp. $2.70 NOAA Technical Memorandum NOS NGS-5. National Geodetic Survey data: availability, explanation, and application, by Dracup, Joseph F., 1976, 45 pp. $3.40 NOAA Technical Memorandum NOS NGS-6. Determination of North American Datum 1983 coordinates of map corners, by Vincenty, T., 1976, 8 pp. $2.20 NOAA Technical Memorandum NOS NGS-7. Recent elevation change in Southern California, by Holdahl, Sandford R., 1977, 19 pp. $2.60 NOAA Technical Memorandum NOS NGS-8. Establishment of calibration base lines, by Dracup, Joseph F., Fronczek, Charles J., and Tomlinson, Raymond W., 1977, 22 pp. $2.70 NOAA Technical Memorandum NOS NGS-9. National Geodetic Survey publications on surveying and geodesy 1976, by NGS staff, 1977, 17 pp. $2.60 NOAA Technical Memorandum NOS NGS-10. Use of calibration base lines, by Fronczek, Charles J., 1977, 38 pp. $3.15 NOAA Technical Memorandum NOS NGS-11. Applicability of array algebra, by Snay, Richard A., 1978. 22 pp. $2.70 NOAA Technical Memorandum NOS NGS-12. The TRAY-10 horizontal network adjustment program, by Schwarz, Charles R., 1978, 52 pp. $3.50 NOAA Technical Memorandum NOS NGS-13. Application of three-dimensional geodesy to adjustments of horizontal networks, by Vincenty, T. and Bowring, B. R., 1978, 7 pp. $2.20 3 ~ ~ ~3 NOAA Technical Memorandum NOS NGS-14. Solvability analysis of geodetic networks using logical geometry, by Snay, Richard A., 1978, 29 pp. $2.90 NOAA Technical Memorandum NOS NGS-15. Goldstone validation survey - phase 1, by Carter, William E. and Pettey, James E., 1978, 44 pp. $3.25 NOAA Technical Memorandum NOS NGS-16. Determination of North American Datum 1983 coordinates of map corners (second prediction), by Vincenty, T., 1979, 6 pp. $2.20 NOAA Technical Memorandum NOS NGS-17. The HAVAGO three-dimensional adjustment program, by Vincenty, T., 1979, 18 pp. $2.60 NOAA Technical Memorandum NOS NGS-18. Determination of astronomic positions for California-Nevada boundary monuments near Lake Tahoe, by Pettey, James E., 1979, 22 pp. $2.70 NOAA Technical Memorandum NOS NGS-19. HOACOS: A program for adjusting horizontal networks in three dimensions, by Vincenty, T., 1979, 18 pp. $2.60 NOAA Technical Memorandum NOS NGS-20. Geodetic leveling and the sea level slope along the California coast, by Balazs, Emery I. and Douglas, Bruce C., 1979, 23 pp. $2.70 NOAA Technical Memorandum NOS NGS-21. Haystack-Westford Survey, by Carter, William E., Fronczek, Charles J., and Pettey, James E., 1979, 57 pp. 53.75 NOAA Technical Memorandum NOS NGS-22. Gravimetric tidal loading computed from integrated Green's functions, by Goad, Clyde C., 1979, 15 pp. $2.45 NOAA Technical Memorandum NOS NGS-23. Use of auxiliary ellipsoids in height-controlled spatial adjustments, by Bowring, B. R. and Vincenty, T., 1979, 6 pp. $2.20 NOAA Technical Memorandum NOS NGS-24. Determination of the geopotential from satellite-to-satellite tracking data, by Douglas, Bruce C., Goad, Clyde C., and Morrison, Foster F., 1980, 32 pp. 52.90 NOAA Technical Memorandum NOS NGS-25. Revisions of the HOACOS height-controlled network adjustment program, by Vincenty, T., 1980, 5 pp. 52.20 NOAA Technical Memorandum NOS NGS-26. Motorized leveling at the National Geodetic Survey, by Poetzschke, Heinz, 1980, 19 pp. $2.60 4 i ~ NOAA Technical Memorandum NOS NGS-27.- The 1978 Houston-Galveston and Texas Gulf Coast vertical control surveys, by Balazs, Emery I., 1980, 63 pp. 53.85 NOAA Technical Memorandum NOS NGS-28. Storage of satellite altimeter data, by Agreen, Russell W., 1980, 11 pp. 52.30 NOAA Technical Memorandum NOS NGS-29. Subroutine package for processing large, sparse, least-squares problems, by Dillinger, William H., 1981, 20 pp. $2.60 NOAA Technical Memorandum NOS NGS-30. Determination of plumb line curvature by astronomical and gravimetric methods, by Groten, Erwin, 1981, 20 pp. $2.60 NOAA Technical Memorandum NOS NGS-31. A model of temperature stratification for correction of leveling refraction, by Holdahl, Sandford R.,.1981, 30 pp. $2.90 NOAA Technical Memorandum NOS NGS-32. Report of survey for McDonald Observatory, Harvard Radio Astronomy Station, and vicinity, by Carter, William E. and Pettey, James E., 1981, 83 pp. $4.50 NOAA fiECHNCIAL REPORTS NOAA Technical Report NOS 65 NGS 1. The statistics of residuals and the detection of outliers, by rope, Allen J., 1976, 133 pp. $6.00 NOAA Technical Report NOS 66 NGS 2. Effect of Geoceiver observations upon the classical triangulation network, by Moose, Robert E. and Henriksen, Soren W., 1976, 65 pp. $4.00 NOAA Technical Report NOS 67 NGS 3. Algorithms for computing the geopotential using a simple-layer density model, by Morrison, Foster, 1977, 41 pp. $3.25 NOAA Technical Report NOS 68 NGS 4. Test results of first-order class III leveling, by Whalen, Charles T. and Balazs, Emery I., 1976, 30 pp. $2.90 NOAA Technical Report NOS 70 NGS 5. Selenocentric geodetic reference system, by Doyle, Frederick J., Elassal, Atef A., and Lucas, James R., 1977, 53 pp. $3.65 NOAA Technical Report NOS 71 NGS 6. Application of digital filtering to satellite geodesy, by Goad, Clyde C., 1977, 73 pp. $4.25 NOAA Technical Report NOS 72 NGS 7. Systems for the determination of polar motion, by Henriksen, Soren W., 1977, 55 pp. 53.65 5 • "' - NOAA Technical Report NOS 73 NGS 8 (supersedes C&GS Special Publication 226). Control leveling, by Whalen, Charles T., 1978, 23 pp. $2.70 NOAA Technical Report NOS 74 NGS 9. Survey of the McDonald Observatory radial line scheme by relative lateration techniques, by Carter, William E. and Vincenty, T., 1978, 33 pp. 53.00 NOAA Technical Report NOS 75 NGS 10. An algorithm to compute the eigenvectors of a symmetric matrix, by Schmid, Erwin, 1978, 5 pp: $2.20 NOAA Technical Report NOS 76 NGS 11. The application of multiquadric equations and point mass anomaly models to crustal movement studies, by Hardy, Rolland L., 1978, 63 pp. $3.85 NOAA Technical Report NOS 79 NGS 12. Optimization of horizontal control networks by nonlinear programing, by Milbert, Dennis G., 1979, 44 pp. 53.25 NOAA Technical Report NOS 82 NGS 13. Feasibility study of the conjugate gradient method for solving large sparse equation sets, by Grundig, Lothar, 1980, 22 pp. $2.70 NOAA Technical Report NOS 83 NGS 14. Tidal corrections to geodetic quantities, by Vanicek, Petr, 1980, 30 pp. 52.90 NOAA Technical Report NOS 84 NGS 15. Application of special variance estimators to geodesy, by Bossler, John D. and Hanson, Robert H., 1980, 16 pp. $2.45 NOAA Technical Report NOS 85 NGS 16. The Bruns transformation and a dual setup of geodetic observational equations, by Grafarend, Erik W., 1980, 73 pp. 54.25 NOAA Technical Report NOS 86 NGS 17. On the weight estimation in leveling, by Vanicek, Petr and Grafarend, Erik W., 1980, 36 pp. $3.00 NOAA Technical Report NOS 87 NGS 18. Crustal movement investigations at Tejon Ranch, California, by Snay, Richard A. and Cline, Michael W., 1980, 35 pp. $3.00 NOAA Technical Report NOS 88 NGS 19 (supersedes C&GS Special Publication 227). Horizontal Control, by Dracup, Joseph F., 1980, 40 pp. $3.15 NOAA Technical Report NOS 90 NGS 20. Precise determination of the disturbing potential using alternative boundary values, by Groten, Erwin, 1981, 70 pp. $4.10 6 • • NOAA MANUALS NOAA Manual NO5 NGS 1. Geodetic bench marks, by Floyd, Richard P., 1978, 56 pp. $3.65 NOAA Manual NOS NGS 2. Input formats and specifications of the National Geodetic Survey data base: Vol. I--Horizontal control data (unbound), by Pfeifer, L., 1978, 205 pp. $8.20 NOAA Manual NOS NGS 2. Input formats and specifications of the National Geodetic Survey data base: Vol. II--Vertical control data (unbound), by Pfeifer, L. and Morrison, Nancy L., 1980, 136 pp. $6.00 OTHER NOAA GEODETIC PUBLICATIONS NOAA Professional Paper 12. A priori prediction of roundoff error accumulation in the solution of a super-large geodetic normal equation system, by Meissl, Peter, 1980, 128 pp. 55.80 The Alaska Coordinate Systems, by Dracup, Joseph F., 1975, 64 pp. $3.85 Astronomical azimuths for local control, by Poling, Arthur A., 1967, 10 pp. $2.30 A computer program to adjust a State plane coordinate traverse by the method of least squares, by Holdahl, Jeanne H. and Dubester, Dorothy E., 1972, 232 pp. 58.90 Fundamentals of the State plane coordinate systems, by Dracup, Joseph ~ F., 1974, 60 pp. $3.75 Understanding the State plane coordinate systems, by Dracup, Joseph ~; F., 1977, 31 pp. $2.90 Use of control for land surveys, by Dracup, Joseph F., 1972, 26 pp. $2.80 Use of State plane coordinates in route surveying, by Mitchell, Hugh C., 1950, 11 pp. $2.30 Proceedings of the First International Conference on the redefinition of the North American Geodetic Vertical Control Network, Fort Clayton, Canal Zone, 1979, 230 pp. $8.90 7 • Proceedings of the Second International` Symposium on problems related to the redefinition of North American Geodetic Networks, Arlington, Virginia, 1978, 645 pp. $21.40 C&GS SPECIAL PUBLICATIONS C&GS Special Publication 5 (Sixth Edition). Tables for a polyconic projection of maps and lengths of terrestrial arcs of meridian and parallels based upon Clarke's Reference Spheroid of 1866, 1884, 189 PP• $7.70 C&GS Special Publication 8. Formulas and tables for the computation of geodetic positions, 1911, 101 pp. $5.10 C&GS Special Publication 28. Application of the theory of least squares to the adjustment of triangulation, by Adams, Oscar S., 1915, 220 pp. $8.60 C&GS Special Publication 68 (Fifth Edition). Elements of map projection with applications to map and chart construction, by Deetz, Charles H. and Adams, Oscar S., 1921, 226 pp. $21.00 C&GS Special Publication 71, (superseded by two pages). Relationship between local plane coordinates and geographic positions, by Reynolds, Walter F., 1921, 2 pp. $2.10 C&GS Special Publication 138. Manual of triangulation computation and adjustment, by Reynolds, Walter F., 1928, 242 pp. 59.25 C&GS Special Publication 193, (first 12 pages only). Manual of plane-coordinate computation, by Adams, Oscar S. and Claire, Charles N., 1935, 12 pp. $2.30 C&GS Special Publication 225. Manual of reconnaissance for triangulation, by Mussetter, William, 1941, 100 pp. $5.00 C&GS Special Publication 235. The State coordinate systems (a manual for surveyors), by Mitchell, Hugh C. and Simmons, Lansing G., 1945, 62 pp. $3.85 C&GS Special Publication 237. Manual of geodetic astronomy: determination of longitude, latitude, and azimuth, by Hoskinson, Albert J. and Duerksen, J. A., 1947, 205 pp. $8.20 C&GS Special Publication 238. Air-line distances between cities in the United States, by Whitten, Charles A., 1947, 257 pp. $9.75 C&GS Special Publication 239. Manual of geodetic leveling, by Rappleye, Howard S., 1948, 94 pp. $4.85 8 ` • C&GS Special Publication 240. Manual•of leveling computation and adjustment, by Rappleye, Howard S., 1948, 178 pp. $7.35 C&GS Special Publication 241. Natural tables for the computation of geodetic positions: Clarke spheroid of 1866, by Simmons, Lansing G., 1949, 86 pp. $4.60 C&GS Special Publication 242. Definitions of terms used in geodetic and other surveys, by Mitchell, Hugh C., 1948, 87 pp. $4.60 C&GS Special Publication 246. Sines, cosines, and tangents, ten decimal places with ten second interval: zero degrees-six degrees, 1949, 36 pp. $3.00 C&GS Special Publication 247. Manual of geodetic triangulation, by Gossett, Franklin R., 1950, 344 pp. $12.25 C&GS Special Publication 251. Conformal projections in geodesy and cartography, by Thomas, Paul D., 1952, 142 pp. $6.25 C&GS Special Publication 252. Plane coordinate projection tables: Texas (Lambert), 1950, 64 pp. $3.85 C&GS Special Publication 253. Plane coordinate projection tables: California (Lambert), 1951, 70 pp. $4.10 C&GS Special Publication 255. Plane coordinate projection tables: Florida (Lambert and Transverse Mercator), 1951, 30 pp. $2.90 C&GS Special Publication 256. Plane coordinate projection tables: Maine (Transverse Mercator), 1951, 27 pp. $2.80 C&GS Special Publication 257. Plane coordinate projection tables: Arizona (Transverse Mercator), 1951, 32 pp. $2.90 C&GS Special Publication 258. Plane coordinate projection tables: Wyoming (Transverse Mercator), 1952, 20 pp. $2.60 C&GS Special Publication 259. Plane coordinate projection tables: Indiana (Transverse Mercator), 1952, 19 pp. $2.60 C&GS Special Publication 261. Plane coordinate projection tables: Montana (Lambert), 1952, 47 pp. $3.40 C&GS Special Publication 262. Plane coordinate projection tables: North Dakota (Lambert), 1952, 27 pp. $2.80 C&GS Special Publication 263. Plane coordinate projection tables: South Dakota (Lambert), 1952, 28 pp. $2.80 C&GS Special Publication 264. Plane coordinate projection tables: Minnesota (Lambert), 1952, 38 pp. 53.15 9 ;~ .., C&GS Special Publication 266. Plane cdordinate projection tables: Connecticut (Lambert), 1952, 12 pp. $2.30 C&GS Special Publication 267. Plane coordinate projection tables: Pennsylvania (Lambert), 1952, 24 pp. 52.70 C&GS Special Publication 268. Plane coordinate projection tables: Tennessee (Lambert), 1952, 18 pp. $2.60 C&GS Special Publication 269. Plane coordinate projection tables: Ohio (Lambert), 1952, 24 pp. $2.70 C&GS Special Publication 270. Plane coordinate projection tables: Oregon (Lambert), 1952, 31 pp. $2.90 C&GS Special Publication 271. Plane coordinate projection tables: ' Washington (Lambert), 1952, 28 pp. $2.80 C&GS Special Publication 272. Plane coordinate projection tables: North Carolina (Lambert), 1952, 18 pp. $2.60 C&GS Special Publication 273. Plane coordinate projection tables: .South Carolina (Lambert), 1952, 22 pp. $2.70 C&GS Special Publication 274. Plane coordinate projection tables: Massachusetts (Lambert), 1952, 19 pp. $2.60 C&GS Special Publication 275. Plane coordinate projection tables: West Virginia (Lambert), 1952, 22 pp. $2.70 C&GS Special Publication 276. Plane coordinate projection tables: Colorado (Lambert), 1952, 36 pp. $3.00 C&GS Special Publication 277. Plane coordinate projection tables: Utah (Lambert), 1952, 32 pp. $2.90 C&GS Special Publication 284. Plane coordinate projection tables: Iowa (Lambert), 1952, 28 pp. $2.80 C&GS Special Publication 285. Plane coordinate projection tables: Kansas (Lambert), 1952, 28 pp. $2.80 C&GS Special Publication 286. Plane coordinate projection tables: Nebraska (Lambert), 1952, 28 pp. 52.80 C&GS Special Publication 287. Plane coordinate projection tables: Oklahoma (Lambert), 1952, 26 pp. $2.80 C&GS Special Publication 288. Plane coordinate projection tables: Wisconsin (Lambert), 1952, 32 pp. $2.90 10 .~ i ~ C&GS Special Publication 289. Plane coordinate projection tables: Arkansas (Lambert), 1953, 24 pp. $2.70 C&GS Special Publication 290. Plane coordinate projection tables: Kentucky (Lambert), 1953, 24 pp. $2.70 C&GS Special Publication 291 (revised edition). Plane coordinate projection tables: Louisiana (Lambert), 1953, 32 pp. $2.90 C&GS Special Publication 292. Plane coordinate projection tables: Maryland (Lambert), 1953, 16 pp. $2.45 C&GS Special Publication 293. Plane coordinate projection tables: Virginia (Lambert), 1953, 24 pp. $2.70 C&GS Special Publication 295. Plane coordinate intersection tables (2 1/2-minute): Nebraska, 1953, 117 pp. $5.60 C&GS Special Publication 296. Plane coordinate intersection tables (2 1/2-minute): Florida, 1953, 115 pp. $5.45 C&GS Special Publication 297. Plane coordinate intersection tables (2 1/2-minute): Wyoming, 1953, 184 pp. $7.50 C&GS Special Publication 299. Plane coordinate intersection tables (2 1/2-minute): Minnesota, 1953, 156 pp. $6.65 C&GS Special Publication 302. Plane coordinate projection tables: Hawaiian Islands (Transverse Mercator), 1954, 20 pp. $2.60 C&GS Special Publication 303. Plane coordinate projection tables: Illinois (Transverse Mercator), 1953, 30 pp. $2.90• C&GS Special Publication 304. Plane coordinate projection tables: Alabama (Transverse Mercator), 1953, 30 pp. $2.90 C&GS Special Publication 305. Plane coordinate projection tables: Delaware (Transverse Mercator), 1953, 16 pp. $2.45 C&GS Special Publication 306. Plane coordinate projection tables: Idaho (Transverse Mercator), 1953, 32 pp. $2.90 C&GS Special Publication 308. Plane coordinate intersection tables (2 1/2-minute): Wisconsin, 1953, 112 pp. $5.30 C&GS Special Publication 309. Plane coordinate intersection tables (2 1/2-minute): North Dakota, 1954, 143 pp. $6.25 C&GS Special Publication 310. Plane coordinate intersection tables (2 1/2-minute): North Carolina, 1954, 72 pp. $4.10 11 C&GS Special Publication 311. Plane coordinate intersection tables (2 1/2-minute): Utah, 1954, 135 pp. $6.00 C&GS Special Publication 312. Plane coordinate intersection tables (2 1/2-minute): South Dakota, 1954, 128 pp. $5.80 C&GS Special Publication 313. Plane coordinate projection tables: Michigan (Transverse Mercator), 1954, 31 pp. 52.90 C&GS Special Publication 314. Plane coordinate projection tables: Vermont (Transverse Mercator), 1954, 18 pp. $2.60 C&GS Special Publication 315. Plane coordinate projection tables: Rhode Island (Transverse Mercator), 1954, 15 pp. $2.45 C&GS Special Publication 316. Plane coordinate projection tables: New Jersey (Transverse Mercator), 1954, 18 pp. $2.60 C&GS Special Publication 317. Plane coordinate projection tables: New Hampshire (Transverse Mercator), 1954, 18 pp. $2.60 C&GS Special Publication 318. Plane coordinate projection tables: Nevada (Transverse Mercator), 1954, 23 pp. $2.70 C&GS Special Publication 319. Plane coordinate projection tables: Missouri (Transverse Mercator), 1954, 28 pp. $2.80 C&GS Special Publication 321. Plane coordinate projection tables: Mississippi (Transverse Mercator), 1954, 31 pp. $2.90 .a _ C&GS Special Publication 322. Plane coordinate projection tables: Georgia (Transverse Mercator), 1954, 20 pp. $2.60 C&GS Special Publication 323. Plane coordinate projection tables: New York (Lambert and Transverse Mercator), 1954, 36 pp. $3.00 C&GS Special Publication 324. Plane coordinate projection tables: New Mexico (Transverse Mercator}, 1954, 42 pp. $3.25 C&GS Special Publication 325. Plane coordinate intersection tables (2 1/2-minute): Montana, 1954, 259 pp. $9.75 C&GS Special Publication 326. Plane coordinate intersection tables (2 1/2-minute): Pennsylvania, 1954, 76 pp. $4.25 C&GS Special Publication 327. Plane coordinate intersection tables (2 1/2-minute): California, 1954, 282 pp. $10.50 C&GS Special Publication 328. Plane coordinate intersection tables (2 1/2-minute): New York, 1954, 111 pp. $5.30 12 • C&GS Special Publication 329. Plane coordinate intersection tables (2 1/2-minute): Louisiana, 1954, 92 pp. $4.70 C&GS Special Publication 330. Plane coordinate intersection tables (2 1/2-minute): Connecticut, 1954, 16 pp. 52.45 C&GS Special Publication 331. Plane coordinate intersection tables (2 1/2-minute): Maryland, 1954, 28 pp. $2.80 C&GS Special Publication 332. Plane coordinate intersection tables (2 1/2-minute): Indiana, 1955, 84 pp. 54.50 C&GS Special Publication 333. Plane coordinate intersection tables (2 1/2-minute): New Jersey, 1955, 28 pp. $2.80 C&GS Special Publication 335. Plane coordinate intersection tables (2 1/2-minute): Texas, 1955, 398 pp. $14.00 C&GS Special Publication 336. Plane coordinate intersection tables {2 1/2-minute): Ohio, 1955, 76 pp. $4.25 C&GS Special Publication 337. Plane coordinate intersection tables (2 1/2-minute): Nevada, 1955, 180 pp. $7.35 C&GS Special Publication 338. Plane coordinate intersection tables (2 1/2-minute): Washington, 1955, 132 pp. $5.90 C&GS Special Publication 339. Plane coordinate intersection tables (2 1/2-minute): Maine, 1955, 79 pp. $4.35 C&GS Special Publication 340. Plane coordinate intersection tables (2 1/2-minute): New Hampshire, 1955, 27 pp. $2.80 C&GS Special Publication 341. Plane coordinate intersection tables (2 1/2-minute): Kentucky, 1956, 68 pp. $4.00 C&GS Special Publication 342. Plane coordinate intersection tables (2 1/2-minute): Rhode Island, 1956, 5 pp. $2.20 C&GS Special Publication 343. Plane coordinate intersection tables (2 1/2-minute): Vermont, 1956, 27 pp. $2.80 C&GS Special Publication 344. Plane coordinate intersection tables (2 1/2-minute): New Mexico, 1956, 208 pp. $8.20 C&GS PUBLICATIONS C&GS Publication 62-3. Bilby steel tower for triangulation, by Richards, James K., 1929, 99 pp. $5.00 13 • • ,a C&GS Publication 62-4. State plane coordinates by automatic data processing, by Claire, Charles N., 1968, 68 pp. $4.00 C&GS Publication 64-1. Second-order astronomical position determination manual, by Thorson, Curtis W., 1965, 78 pp. $4.35 C&GS Publication 65-1, Part 1. Plane coordinate intersection tables (2 1/2-minute): Alabama, 1957, 95 pp. $4.85 C&GS Publication 65-1, Part 2. Plane coordinate intersection tables (2 1/2-minute): Arizona, 1958, 188 pp. $7.60 C&GS Publication 65-1, Part 3. Plane coordinate intersection tables (2 1/2-minute): Arkansas, 1958, 84 pp. $4.50 C&GS Publication 65-1, Part 5. Plane coordinate intersection tables (2 1/2-minute): Colorado, 1959, 163 pp. $6.85 C&GS Publication 65-1, Part 7. Plane coordinate intersection tables (2 1/2-minute): Delaware, 1959, 11 pp. $2.30 C&GS Publication 65-1, Part 9. Plane coordinate intersection tables (2 1/2-minute): Georgia, 1959, 107 pp. $5.20 C&GS Publication 65-1, Part 10. Plane coordinate intersection tables (2 1/2-minute): Idaho, 1960, 172 pp. 57.10 C&GS Publication 65-1, Part 11. Plane coordinate intersection tables (2 1/2-minute): Illinois, 1960, 124 pp. $5.70 C&GS Publication 65-1, Part 13. Plane coordinate intersection tables (2 1/2-minute): Iowa, 1960, 91 pp. $4.70 C&GS Publication 65-1, Part 14. Plane coordinate intersection tables (2 1/2-minute): Kansas, 1961, 124 gp. $5.70 C&GS Publication 65-1, Part 19. Plane coordinate intersection tables (2 1/2-minute): Massachusetts, 1961, 27 pp. 52.80 C&GS Publication 65-1, Part 22. Plane coordinate intersection tables (2 1/2-minute): Mississippi, 1961, 92 pp. $4.70 C&GS Publication 65-1, Part 23. Plane coordinate intersection tables (2 1/2-minute): Missouri, 1961, 131 pp. $5.90 C&GS Publication 65-1, Part 34. Plane coordinate intersection tables (2 1/2-minute): Oklahoma, 1957, 115 pp. 55.45 C&GS Publication 65-1, Part 35. Plane coordinate intersection tables (2 1/2-minute): Oregon, 1960, 166 pp. $7.00 14 ... • • i C&GS Publication 65-1, Part 38. •Plane coordinate intersection tables (2 1/2-minute): South Carolina, 1958, 62 pp. $3.85 C&GS Publication 65-1, Part 40. Plane coordinate intersection tables (2 1/2-minute): Tennessee, 1961, 58 pp. $3.75 C&GS Publication 65-1, Part 44. Plane coordinate intersection tables (2 1/2-minute): Virginia, 1958, 76 pp. $4.25 C&GS Publication 65°1, Part 46. Plane coordinate intersection tables (2 1/2-minute): West Virginia, 1961, 52 pp. $3.50 C&GS Publication 65-1, Part 49. Plane coordinate intersection tables (2 1/2-minute): Alaska: Zone 1, 1961, 297 pp. $11.00 C&GS Publication 65-1, Part 50. Plane coordinate intersection tables (2 1/2-minute): Alaska: Zones 2-9, 1960, 211 pp. $8.30 C&GS Publication 65-1, Part 51. Plane coordinate intersection tables (2 1/2-minute): Alaska: Zone 10, 1962, 87 pp. $4.60 C&GS Publication 65-1, Part 52. Plane coordinate intersection tables (2 1/2-minute): Michigan (Lambert), 1969, 185 pp. $7.60 C&GS Publication 65-2. Plane coordinate projection tables: Puerto Rico and Virgin Islands, 1961, 12 pp. $2.30 C&GS Publication 65-3. Plane coordinate projection tables: Michigan (Lambert), 1965, 30 pp. 52.90 C&GS Publication G-45. The ABC of triangulation adjustment, by Kaufman, H. P., 1942, 17 pp. $2.60 C&GS Publication G-56. Elevations from zenith distances (machine computation) with 6-place natural tangent tables, 0 degrees-45 degrees, by Poling, A. C., 1947, 28 pp. $2.80 ESSA TECHNICAL MEMORANDUMS ESSA Technical Memorandum C&GS 4. Specifications for horizontal control marks, by Baker, L. S., 1968, 14 pp. $2.45 ESSA TECHNICAL REPORTS ESSA Technical Report C&GS 36. Geodetic and grid angles--State coordinate systems, by Simmons, Lansing G., 1968, 5 pp. $2.20 15 ~ ~ FEDERAL GEODETIC CONTROL COMMITTEE PUBLICATIONS FGCC Publications. The following two publications are available only from the Superintendent of Documents, U.S. Government Printing Office, Washington, D.C. 20402 (telephone: 202-783-3238). Make check payable to: Superintendent of Documents. Classification, Standards of Accuracy, and General Specifications of Geodetic Control Surveys, 1974, reprinted 1980, 12 pp.; and companion publication, Specifications to Support Classification, Standards of Accuracy, and General Specifications of Geodetic Control Surveys, revised 1980, (GPO stock no. 003-017-00492-9), 1975, 46 pp. $4.25 set i .- 16 i ail this order form to: BRANCH OF DISTRIBUTION, CENTRAL REGION U.S. GEOLOGICAL SURVEY BOX 25286 DENVER FEDERAL CENTER DENVER, COLORADO 80225 C7 wASHZNGTON MAP ORDER _.,.~-80 1 Customer FROM: Nsme Order No. Street Address City Date Total Mays Ordered state Zip Code Amount Enclosed PREPAYMENT REQUIRED Remit:atnce payable to U.S. Geologic:I Su:wey $ List prices given include cost of surface transportation. Check Order DISCOUNT On an order amounting to Three Hundred Dollats or mare, a 30°b discount is allowed. No other discount is applicable. SURCHARGE For transmittal of maps outside of the United States (except for Canada and Mexico), a surcharge of 25 percent of the net bill will be added to Dover surface transportation. Special service will be charged at full cost of service. OFFICE USE DO NOT YJRITE IN THIS SPACE FOR PROMPT, ACCURATE SHIPMENT PLEASE FILL IN A~~IILING LABEL ON LAST PAGE WASHINGTON Topographic Quadrangle Maps, 7.5' and 15' series. PRICE: $1.25 each. ;.:..: _ , Abercrombie Mtn. 7.5' Aberdeen 7.5' Aberdeen SE 7.5' Addy 7.5' Addy Mountain 7.5' Adna 15' Aeneas 15' Aeneas Valley 15' Agnes Mtn. 7.5' Airway Heights 7.5' Aladdin 7.5' Aladdin Mtn. 7.5' Alameda Flat 15' Albion 7.5' Alderdale (OR) 7.5' Alger 7.5' A]mira 7.5' Almira SE 7.5' Almira SW 7.5' Almota 7.5' Alpowa Ridge 7.5' Alstown 7.5' Amboy 7.5' Anacortes 15' Anacortes North 7.5' Anacortes South 7.5' Anatone 7.5' Anderson Island 15' Angeles Point 7.5' Appledale 7.5' Arden 7.5' Ardenvoir 7.5' Ariel 7.5' Arlington (OR) 7.5' Arlington East 7.5' Arlington West 7.5' Ashnola Mtn. 7.5' Ashnola Pass 7.5' Asotin 7.5' Astoria (OR) 7.5' Auburn 7.5' Ayer 15' Azurite Peak 7.5' Azwell 7.5' Babcock Ridge 7.5' Badger Gap 7.5' Badger Mtn. 15' Badger Mtn. 7.5' Badger Pocket 15' Bald Hill 7.5' Bald Knob 15' Baldy Mtn 7.5' Randers 15' Bangs Mountain 7.5' Baring 7.5' Barker Canyon 7.5' Barnes Butte 7.5' Bassett Junction 7.5' Battle Ground 7.5' Batum 7.5' Bauerman Ridge 7.5' Bay Center 7.5' Bead Lake 7.5' Bedal 7.5' Belfair 7.5' Bellingham North 7.5' Bellingham South 7.5' Belshazzar Mtn. 7.5' Bench Mark Mtn. 7.5' Benge 15' Benton City 7.5' Bertrand Creek 7.5' Beverly 15' Beverly ?.5' Beverly NE 7.5' FORM WASHINGTON Topographic Quadrangle Maps. (continued) Beverly SE 7.5' Bickleton 7.5' Bickleton NW 7.5' Big Goat Mtn. 7.5' Biggs Junction (OR) 7.5' Big Snow Mtn. 7.5' Billy Goat Mtn. 7.5' Birch Point 7.5' Black Butte 7.5' Black Diamond 7.5' Black Rock Spring 15' Black Rork Spring 7.5' Black Rock Spring NE 7.5' Black Rock Spring NW 7.5' Black Rock Spring SW 7.5' Blaine 7.5' Blakely Island Blalock Island 7.5' Blanca Lake 7.5' Blue Buck Mtn. 7.5' Blue Lake 7.5' Bluelight 15' Bluelight 7.5' Bluelight NW 7.5' Bluestein 7.5' Boardman (OR) 7.5' Bodie Mtn. 15' Bogachiel Peak 7.5' Bonneville Dam (OR) 15' Bonneville Dam 7.5' Boot Mtn. 15' Bossburg 7.5' Bothell 7.5' Boundary 7.5° Boundary Dam 7.5' Bow 7.5' Boyds 7.5' Boyer Mtn. 7.5' Boylston 15' Boylston 7.5' Bremerton East 7.5' Bremerton West 7.5' Brewster 15' Bridal Veil 15' Bridgeport 15' .Brief 7.5° Brinnon 7.5' Browns Lake 7.5' Bruce 7.5' Buckley 7.5' Buocda 7.5' Bumping Lake 15' Burley 7.5' Burnt Peak 7.5' Buroker 7.5' Burr Canyon 7.5' Butternnilk Butte 15' Cahill Mtn. 7.5' Cairn Hope Peak 7.5' Calispell Peak 7.5' Camano 7.5' Camas 15' Camas 7.5' Camas 7.5' (OQ) Camas Patch 7.5' Camden 7.5' Canoe Ridge 7.5' Canyon Lake 7.5' Cape Disappointment 7.5' Cape Flattery 15' Cape Horn SF 7.5' Captain John Rapids (ID) 7.5' Captain Point 7.5' Carlisle 7.5' Carlsborg 7.5' Carnation 7.5' Carson 7.5' Cascade Pass 7.5' Cashmere 7.5' Castile Falls 7.5' Castle Peak 7.5' Castle Rock 15' Cathlamet (OR) 15' Center 7.5' Centralia 15' Centralia NW 7.5' (OQ) Chattaroy 7.5' Chelan 7.5' Chelan Falls 7.5' Cheney 15' Chewelah 7.5' Chewelah Mtn. 15' Chief Joseph Dam 7.5' Chikamin Creek 7.5' China Bend 7.5' Chinook 7.5' Chinook Pass 7.5' Chiwaukum Mts. 15' Chumstick Mtn. 7.5' Churchill Mtn. 7.5' ~~ 2 Clallam Bay 15' Clarkston 7.5' Clarkston 7.5' (OQ) Clatskanie (OR) 15' Clayton 15' Clayton 7.5' Clear Lake 15' r' Cle Elum 15' Cliffdell 7.5' Cliff Ridge 7.5' Clyde 7.5' Coffeepot Lake 7.5' Coleman Hill 7.5' Coleman Peak 7.5' Colfax North 7.5' Colfax South 7.5' College Place 7.5' Colockum Pass 7.5' Colockum Pass SE 7.5' Colockum Pass SW 7.5' Colton 7.5' Columbia Point 7.5' Colville 7.5' Conconully 15' Connell 7.5' Connell SE 7.5' Conway 7.5' Cooper Mtn. 7.5' Cooper Ridge 7.5' Copalis Beach 7.5' Copalis Crossing 7.5' Coppei 7.5' Corfu 15' Cormana Lake 7.5' Corral Canyon 15' Corral Canyon 7.5' Cougar 15' Coulee City 7.5' Coupeville 7.5' Coyote Rapids 15' Crater Mountain 7.5' Crescent Harbor 7.5' Creston Butte 7.5' Crider Valley 7.5° Crow Butte (OR) 7.5' Ct,~anberland 7.5' Curlew 15' Cusick 7.5' Cypress Island 7.5' Darland Mtn. 7.5' TnTA.SHINGTON Topographic Quadrangle Maps. (continued) Darmington 7.5' Dartford 7.5' Davenport 7.5' Dayton Deadman Peak 7.5' Deception Pass 15' Deception Pass 7.5' Deep Creek 7.5' Deep Lake 7.5' Deer Island (OR) 7.5' Deer Lake 7.5' Deer Park 15' Deer Park 7.5' Deming 7.5' Des Moines 7.5' Destruction Island Diablo Dam 7.5' Diamond 7.5' Diamond Lake 7.5' Diamond Peak 7.5' Disautel 15' Disque 7.5' Dixie 7.5' Doe Mountain 15' Dome Peak 7.5' Doris 7.5' Dot 7.5' Douglas 7.5' Douty Canyon 7.5' Downey Mtn. 7.5' Draper Lake 7.5' Dungeness 7.5' Dunn Mountain 7.5' Duwamish Head 7.5' Eagle Gorge 7.5' East Canyon Ridge East Kittitas 7.5' East Olympia 7.5' Easton 15' Eastsound 7.5' Eatonville 7.5' Echo Valley 7.5' Eckler Mtn. 7.5' Ediz Hook 7.5' Edmonds East 7.5' Edmonds West 7.5' Edwall 7.5' Elberton 7.5' Eldorado Peak 7.5' Electric City 7.5' 15' 7.5' Elephant Nbuntain 7.5' Eliza Island 7.5' Elk 7.5' Elk Rock 15' Ellensburg 15' Ellensburg North 7.5' Ellensburg South 7.5' Elmer 15' Eltopia 15' Eltopia 7.5' Elwha 7.5' Elwood 7.5' Emerson Nipple 7.5' Empey Nbuntain 7.5' Endicott 15' Entiat 7.5' Enumclaw 15' Enumclaw 7.5' Ephrata 15' Ephrata 7.5' Ephrata SW 7.5' Eureka 7.5' Everett 15' Everett 7.5' Evergreen Mtn. 7.5' Evergreen Ridge 7.5° -Ewan 7.5° Ewartsville 7.5' Fairfield 15' Fairview Ridge 7.5' Fall City 7.5' False Bay 7.5' Fan Lake 7.5' Farmer' 7.5' Farmington 7.5' Ferndale 7.5' Fields Springs 7.5' Finney Peak 7.5' Flora 7.5' (OR) Foot Hills 7.5' Forbidden Peak 7.5' Ford 7.5' Forest Center 7.5' Forks 15° Fort Lewis 7.5° Fort Simcoe 15' Fort Simcoe 7.5' Fortson 7.5' Foster Coulee 7.5' Foundation Ridge 7.5' Four Lakes 7.5' Four Mound Prairie 7.5' Fox Island 7.5' Frederickson 7.5' Freeland 7.5' Freeman 7.5' French Butte 7.5' Friday Harbor 7.5' Frischknecht 7.5' Frosty Creek 7.5' Galena Point 7.5' Gardiner 7.5' Garfield 7.5' George 7.5' Gig Harbor 7.5' Gilbert 7.5' Gillette Mtn. 7.5' Ginkgo 7.5' Glaciate Butte 7.5' Glacier Peak 15' Glade 7.5' Gleason Mtn. 7.5' Glenwood 7.5' Gloyd 7.5' Goddards Peak 7.5' Godman Spring 7.5' Goldendale 15' Golden Lakes 7.5' Goode Mtn. 7.5' Goodnoe Hills 7.5' Govan 7.5' Grand Coulee Dam 15' Grand Coulee Dam 15' (S) Grandview 15' Grandview 7.5' Granger 15' Granger 7.5' Granger NE 7.5' Granger NW 7.5' Granite Falls 15' Granite Point 7.5' Grant Orchards 7.5' Grayland 7.5' Grays River 15' Greenacres 15' Greenacres 7.5° Greenhorn Buttes 7.5° Green Mtn. 7.5' Greenwater 15' Grisdale 15' WASHINC~I.'ON Topographic Quadrangle Maps. (continued) Grotto 7.5' Index 15' Gypsy Peak 7.5' Ione 7.5' Hadley 7.5' Iowa Flats 7.5' Hagerty Butte 7.5' Irby 7.5' Hamilton 15' Irrigon 7.5' Hamilton Buttes 7.5' Issaquah 7.5' Hanford 15' Jack Mtn. 7.5' Hansville 7.5' Jameson Lake East 7.5' Harlow Ridge 7.5' Jameson Lake SE 7.5' Harrah 7.5' Jameson Lake SW 7.5' _ Harrah SE 7.5' Jameson Lake West 7.5' Harrington 7.5' Jared 7.5' Harrington SE 7.5' Jennies Butte 7.5' Harsha 7.5' Jim Creek Butte (OR) 7.5' Hartline 7.5' Johnson Butte 7.5' Hartline NW 7.5' Joyce 15' Hartline SE 7.5' Joyce 7.5' Hartline SW 7.5' Jungle Butte 7.5' Harts Lake 7.5' Juniper (OR) 7.5' Hat Rock 7.5' Juniper Beach 7.5' Hatton 7.5' Juniper Canyon (OR) 7.5' Hatton NW 7.5' Kachess Lake 15' Hay 15' Kahlotus 7.5' Helmer Mtn. 7.5' Kalama 7.5' Hembre Mtn. 7.5' Kapowsin 15' Heppner Junction (OR) 7.5' Karakul Hills 7.5' Hillsboro (OR) 15' Keller 15' Hobart 7.5' Kellogg Creek 7.5' Holden 15' Kelso 7.5' Holden 15' (S) Kendall 7.5' Holly 7.5' Kennewick 7.5' Hoodoo Peak 7.5' Kettle Falls 7.5' Hood River (OR) 15' King Mtn. 7.5' Hood River (OR) 7.5' Kirby 7.5' Hopkins Ridge 7.5' Kirkland 7.5' Hoquiam 7.5° Kittitas 7.5' Horn Rapids D~utt 7.5' Klickitat 15' Horseshoe Basin 15' Kloochman Rock 15' Hozomeen Mtn. 7.5' Knappton 7.5' Huckleberry Mtn. 7.5' Kooskooskie 7.5' Hudson Creek 7.5' Kusshi-Creek 7.5' Humorist 7.5' Labyrinth Mtn. 7.5' Hurdtulips 15' Lacamas Creek 7.5' Hungry Mtn. 7.5' La Center 15° Hunters 15' Lacey 7.5' Huntsville 7.5' La Conner 7.5' Hurricane Hill 7.5' La Crosse 15' Husum 15' Lake Crescent 15' Illabot Peaks 7.5° Lake Crescent 7.5' Inchelium 15' Lake Gillette 7.5' 4 Lake Joy 7.5' Lake Lawrence 7.5' Lake Pleasant 15' Lake Shannon 15' Lake Stevens 7.5' Lake Sutherland 7.5' Lake Tapps 15' Lake Whatcan Lake Wooten 7.5' Lamoine 7.5' Lamona 7.5' Lamont NE 7.5' Lamont NW 7.5' Langley 7.5' La Push 15' Laurier 7.5' Lawrence 7.5' Lead Point 7.5' Leahy 7.5' Leavenworth 15' Lenzie Ranch 7.5' Lester 15' Levey NE 7.5' Levey SE 7.5' Levey SW 7.5' Lewiston Orchards So. Liberty 15' Liberty Lake 7.5' Limekiln Rapids (ID) Lincoln 15' Lind 7.5' Lind SF 7.5' Lind SW 7.5° Little Falls 7.5' Lofall 7.5' Logy Creek 15' Fogy Creek Falls 7.5° Logy Creek NE 7.5' Logy Creek SW 7.5' Lone Butte 7.5' Longbranch 7.5' Long Island 7.5' Long Lake 7.5' Lookout Mtn. 15' Loomis 15' Lopez Pass 7.5' Lords Valley 7.5' (ID) 7.5' Lost Horse Plateau 7.5' Lost Peak 7.5' Loup Loup 15' • • WASHIN(z'IC)N Topographic Quadrangle Maps. (continued) 5 Lowden 7.5' Mesa 15° Mt Rainier East 7.5' Lower Monumental Dam 7.5' Mesa East 7.5' Mt. Rainier West 7.5' Lucerne 15' Metaline 7.5' Mount St. Helens 15' Lummi Bay 7.5' Metaline Falls 7.5' Mt. Shuksan 15' Lummi Island 7.5' Nlethow 7.5' Mount Si 15' Lyle 7.5' Mica Peak 7.5' Mt. Spickard 7.5' Lyle 7.5' (OQ) Midnight Mtn. 7.5° Mt. Spokane 15' Lynden 15' Milk Canyon 7.5° Mt. Spokane 7.5' Lynden 7.5' Mineral 15' Mt. Steel 15' Mabton East 7.5' Mission Peak 7.5° N7ount Stuart 15' Mabton West 7.5' Nloclips 7.5' Mount Tabor (OR) 7.5' Macafee Hill 15' Meld 7.5' Mt. Tebo 15' Macall 7.5' Mondovi 7.5' Mount Tan 15' Mae 7. 5' Monitor 7.5' -Mount Vernon 7.5' , Maiden Spring 7.5' Monroe 15' Mt. Walker 7.5' Malaga 7.5' Monroe 7.5° Mt. Wow 7.5' Malaga NE 7.5' .Monte Cristo 7.5' Mawich Lake 7.5' Malden 7.5' Montesano 15' Mud Spring 7.5' Malone 15' Monumental Mtn. 7.5' Mukilteo 7.5' ~.~, ~.5' Monument Hill 7.5' Naches 7.5' Manastash Lake 7.5' Norse Creek 7.5' Naneum Canyon 7.5' Mansfield 7.5' Morton 15' Nelson Peak 7.5' Manson 7.5° Moscow West 7.5' Neenah 7.5' Maple Falls 7.5' Moscow West 7.5' (OQ) Nespelem 15' Maple Valley 7.5' Moses Lake 15' Nec~anan Lake 7.5' Marblemount 15' Moses Lake North 7.5' Newport 7.5' Marcus 7.5' Moses Lake NW 7.5' Nile 7.5' Marengo 7.5' Moses Lake South 7.5' Nine Canyon 7.5' Marlin 7.5' Mountain View 7.5' Nine Mile Falls 7,5' Marlin SW 7.5' P9ount Adams East 7.5' Nisqually 7.5' Martin Peak 7,5' Mount Adams West 7.5' Nordland 7.5' Marysville 7.5' Mt Angeles 15' North Baldy 7.5' Mason Lake 7.5° Mt. Arriva 7.5' North Bend 7.5' Mathews Corner 7.5' Mt Baker 15' North Cove 7.5' Maxwelton 7.5' Mt. Barney 7.5' North Neenah 7.5' Maytown 7.5' Mt. Bonaparte 15' Northport 7.5' Mazama 15' Mt. Brynion 7.5' Oakesdale 7.5' McAlester Mtn. 7.5° Mount Carrie 7.5' Oak Harbor 7.5' McCoy Peak 7.5' Mt. Challenger 15' Ocean Park 7.5' McDonald Spring 7.5' Mt. Christie 15' Odessa 7,5' McGregor Mtn. 7.5' Mt. Constitution 7.5' Ohop Valley 15' McKays Butte 7.5' Mount Daniel 7.5' Okanogan 15' McKenna 7.5' Mt. Kit Carson 7.5' Olalla 7.5' McNeil Island 7,5' Mt. Lago 7.5' Old Scab Mtn 7.5' ~~ ~,5' Mt. Logan 7.5' Olympia 15' Medical Lake 15' Mt Lyall 7.5' Omsk Lake 15' Medical Lake 7.5' Mount Muller 7.5' Oman Ranch 7.5' Medicine Valley 7.5' Mount Olympus 15' Omans 7.5' Meeks Table 7.5' Mt. Prophet 7.5' Onalaska 15' Mercer Island 7.5' Mt. Rainier 30' Onion Creek 7.5' WASHINGTON Topographic Quadrangle Maps. (oantinued) 6 Orcas Island 15' Poisel Butte NW 7.5' Reiman SE 7.5' Orchards 7.5' Poisel Butte SE 7.5' Reim~.n SW 7.5' Orchards 7.5' (OQ) Poisel Butte SW 7.5' Renmel Mtn. 7.5' Oregon Butte 7.5' Poland Butte 7.5' Renton 7.5' Orient 7.5' Pomeroy 7.5' Republic 15° Orondo 7.5' Pomona 7.5' Revere 7.5' Oroville 15' Port Angeles 15' Richardson 15' Oroville NW 7.5' (Oct) Port Angeles 7.5' Richardson 7.5° Oz"ting 7.5' Port Gamble 7.5 ° fichland 15' Orwig Hump 7.5' Portland 15' Richland 7.5' Oso 15' Portland (OR) 7.5' Ridgefield 7.5' Oss Peak 7.5' Port Ludlow 7.5' Rimrock Lake 7.5' Othello 7.5' Port Townsend North 7.5' Ritzville NE 7.5' Outlet Falls 7.5' Port Townsend South 7.5' Ritzville NW 7.5' Oval Peak 7.5' Potlatch 15' Ritzville SE 7.5' Oysterville 7.5' Potter Hill 7.5' Ritzville SW 7.5' Ozette Lake 15' Poulsbo 7.5' Robinette Mtn 7.5' Pacific Lake 7.5' Poverty Bay 7.5' Robinson Mtn. 7.5' Packwood 15' Prairie Mtn. 7.5' Roche Harbor 7.5' Page 7.5' Prescott 7.5' Rochester 15' Palisades 7.5' Priest Rapids 15' Rock Island 7.5' Palm Lake 7.5° Priest Rapids 7.5' Rock Island Dam 7.5' Palouse 7.5' Prince Creek 7.5' Rock Lake 7.5' Panjab Creek 7.5' Prior Ranch 7.5' Rocklyn 7.5' Paradise (OR) 7.5' Prosser 15° Rocklyn SE 7.5' Park Lake 7.5' Prosser 7.5' Rocklyn SW 7.5' Park .Rapids 7.5' Prosser SE 7.5' Rockpile Creek 7.5' Pasayten Peak 7.5' Prosser SW 7.5' Rockport 7.5' Pasco 15' Providence 7.5' Rocky Reach Dam 7.5' Pasco 7.5' Pugh Mountain 7.5' Rosalia 7.5' Pass Creek 7.5' Pullman 7.5' Rosburg 7.5' Paterson 7.5' Pullman 7.5' (OQ) Rose Springs 7.5' Pe E11 15' Pumpkin Mtn. 7.5' Ross Dam 7.5' Penawawa 15' Puyallup 7.5' _ Roxboro 7.5' Peola 7.5' Pysht 15' Ruby 7.5' Phinny Hill 7.5' Quartz Creek Butte 7.5' Rufus (OR) 7.5' Piersol Hills 7.5' Quilcene 7.5' Ruff 7.5' Pigeon Springs 15' Q.zinault Lake 15° Rulo 7.5' Pine City 7.5' Ouincy 7.5' Ryderux~od. 15' Pine Mtn 7.5' Quinton (OR) 7.5' Rye Grass Coulee 7.5' Pinkhazn Butte 7.5' Rainier (OR) 7.5' Sachem Lake 7.5' Piscoe Meadow 7.5' Ralston 7.5' Saddle Butte 7.5' Pizarro 7.5' Randle 15' Sage Brush Ridge 7.5' Plain 7.5' Rattlesnake Springs 7.5' St. Andrews 7.5' Pleasant View 7.5' Raymond 15' Rt. Helens (OR) 15' Poe Mountain 7.5' Reardan 15' St. Helens (OR) 7.5' Point Brown 7.5' Reardan East 7.5' St. John 7.5' Point Roberts 7.5' Reardan West 7.5' Sa]mo Mtn. 7.5' Poisel Butte 15' Redmond 7.5' Salmon River 15° Poisel Butte 7.5' Reiman 7.5' Satus Pass 15' ! • V~,SHINGTON Topographic quadrangle Maps. (continued) 7 Sauvie Island (OR) 7.5° Spanaway 7.5° Sylvan Lake 7.5' Scenic 7.5' Spangle 15' Tacoma North 7.5' Schoonover 7.5' Spencer Butte 7.5° Tacoma Peak 7.5' Schrag 7.5' Spirit 7.5' Taccuna South 15' Scotchman Lake 7.5° Spirit Lake 15° Tacana South 7.5' Seabeck 7.5' Spokane 15' Taholah 15' Seattle North 7.5° Spokane NE 7.5° Tampico 7.5° Seattle South 7.5' Spokane N[a 7.5' Tanner Butte (OR) 7.5' Selah 7.5' Spokane SE 7.5' Tanwax Lake 7.5' Se1ah Springs 7.5' Spokane S'~a 7.5' Tatoosh Buttes 7.5' Sequim 7.5' Sprague 15' Taylor Canyon 7.5' Seventeenmile Mtn. 15' Sprague Lake 7.5' meepee Butte (OR) 7.5' Shano 7.5' Sprague Lake NE 7,5° Tekoa 7.5' Shaw Island 7.5' Sprague Lake SW 7.5' Telford 7.5' Shelton 15' Springdale 7.5' Tenino 15' Sherman Peak 15' Spruce Mtn. 15° Tenino STa 7.5' Shi.lshole Bay 7.5° Squaxin Island 7.5° Texas Lake 7.5' Shull Mtn 7.5' Stacker Butte 7.5' The Brothers 15' Siller 7.5' Stac~nan Butte 7.5° The Cradle 7.5' Signal Peak 7.5' Stanwood 7.5' The Dalles (OR) 15' Silcott 7.5' Starbuck 15° The Dalles North 7.5' (OR) Silver Falls 7.5' Steamboat Mtn. 7.5' Thcanpson Ridge 7.5' Silver Star Mtn. 7.5' Steamboat Rock SE 7.5' Thornton 7.5' Silverton 15' Steamboat Rock S[a 7.5' Thorp 15' Sims Corner 7.5' Stehekin 7.5' Thorp 7.5' Skagit Peak 7.5' __ Steilacoan 7.5' Tieton 7.5' ' 5kamokawa 15' Stember Creek 7.5° Tieton Basin 7.5 5kookum Creek 7.5' Stensgax Mtn. 7.5' Tiffany Mountain 15' Skykomish 7.5' Stentz Springs 7.5' Timber Mtn. 7.5' ' Slate Peak 7.5' Steptoe 7.5' Timberwolf Mtn. 7.5 Slater 7.5' Stevens Pass 7.5° Togo r'iountain 15' Sleeping Beauty 7.5' Stormy Mtn. 7.5' Tonasket 15' Slide Peak 7,5° Stratford 7.5° Toppenish 7.5' Sloan Peak 7.5' Stray Gulch 7.5' Toppenish Mtn. 7.5' Smith Island 7.5' Stuart Island 7.5' Toppenish S'[a 7.5' Smyrna 15' Sucia Island 7.5' Touchet 7.5' Snake River 7.5° Sugarloaf Peak 7.5° Toutle 15' Snipes Creek 7.5' Sullivan Lake 7.5' Tower Rock 7.5' Snively Basin 7.5' Sulphur Lake 7.5' Trout Lake 7.5' ' Snohani.sh 7.5' Sulphur Spring 7.5' Troy (OR) 7.5 Snoqualmie 7.5' Sultan 7.5' Tucannon 7.5' Snoqualmie Lake 7.5' Sumas 7.5' '7'ulalip 7.5' ° Snoqualmie Pass 15' Stu~mer 7.5' Tule Prong 7.5 ° Snowking Mtn. 7.5 ° Sundale (OR) 7.5' '-T'ug' Tum ~ • 5 ' Soap Lake 7.5 ° Sundale NW (OR) 7.5' Tuzmaater 7.5 ' Soda Lake 7.5° Sun Mountain 7.5' Turner 7.5 Sonny Boy Lakes 7.5' Sunnyside 7.5° Turtle Lake 15' ' South Bend 15' Sunrise 7.5' Tweedie 7.5 South Bend 7.5' 5uquam.ish 7.5' Twin Buttes 7.5' South Navarre Peak 7.5' Swanson Lakes 7.5' Twin Lakes 15' WASHINGTON Topographic Quadrangle Maps. (continued) 8 Twin Rivers 7, 5' Washtucna SW 7.5' Wiley City 7.5° Twisp 15° Waterville 7.5' Wilkeson 7,5' Twisp East 7.5° Waukon 7.5' Willard 15' Twisp-West 7.5° Webber Canyon 7.5° tVilly Dick Canyon 7,5' Tyee Mtn. 7.5' [weber 7.5' Wilmont Creek 15' Tyler Peak 15' Weddle Canyon 7.5° tailson Creek 15' Umatilla (OR) 7.5' Weir Prairie 7.5° Tailson Creek NW 7.5' IJncas 7.5° Weissenfels Ridge 7.5' Wilson Creek SE 7.5' Uniontown 7.5° Welland 7.5° Wilson Creek Sta 7.5' Upper Nacelle River 7,5' Wellpinit 15' [Winchester 7.5' Utsalady 7.5' Wellpinit 7,5° Winchester NE 7.5' Vail 7.5° Wells Dam 7.5' Winchester SE 7.5' Valley 7,5' Wenatchee 7.5' Winchester SW 7.5' Valley Grove 7.5' Wenatchee Heights 7.5' Winchester Peak 7.5' Vancouver 7.5° Wenatchee Lake 15° Wind River 15' Vancouver 7.5' (OQ) West Bar 7.5` t9indy Point 7.5' Vantage 7.5' Western 7.5' Winesap 7.5' Van Zandt 15' [aestport 7.5' Winthrop 7.5' Vachon 7.5 ° Wheeler 15' [aishram (OR) 15' Vaughn 7.5° taheeler 7.5° Wishram 7.5' Viola 7.5° Wheeler NE 7.5' Withrow 7.5` Wagner Lake 7,5' Whiskey Dick Mtn. 7.5° Wooded Island 15' Waitsburg 7.5° White Chuck Mtn. 7.5° Wood Gulch 7.5' Waitsburg NW 7.5' t~lhite Mud Lake 7.5' t4oodland 7.5' Wants Lake 7.5° White Pass 15' Wymer 7.5° Waldron Island 7,5' White River Park 7.5' Wynoochee Valley 15' Walla Walla 7.5 ° t~'hite Salmon (OR) 15' Yacolt 15' Wallula 7.5' White Salmon 7.5' Yacolt 7.5' Walupt Lake 7.5' White Swan 7.5' Yakima East 15' Wapato 7.5' Whitstran 15' Yakima East 7.5' Warden 7.5' Whitstran 7.5° Yakima West 7.5' Warrenton (OR) 7.5' Whitstran NE 7.5' Yelm 15' Wasco (OR) 15' Whi.tstran SE 7.5' Yesmowit Canyon 7.5' Washington Pass 7,5' Wickersham 15° Zangar Junction 7.5' Washougal 7.5' Wilbur 15' Ztmiwalt 7.5' Washtucna 15' Wilcox 7.5° Washtucna North 7.5' Wildcat Lake 7.5' • 9 UNITED STATES SERIES OF TOPOGRAPHIC MAPS, SCALE 1:250,000. Listed below are 1:250,000 scale maps which cover parts of the State of Washington. All 18 maps are needed for complete coverage. Each map covers an area 1 degree by 2 degrees; one inch on the map represents nearly four miles on the ground. Sheet size is about 32 inches by 22 inches. PRICE: $2.00 each. Cape Flattery Okanogan Seattle Walla Walla Concrete Pendleton Spokane Wenatchee Copalis Beach Pullman The Dalles Yakima Grangeville Ritzville Vancouver Hoquiam Sandpoint Victoria MAPS OF THE UNITED STATES ARE LISTED BELOW - A MORE DETAILED DESCRIPTION APPEARS ON PAGE 6 OF THE WASHINGTON INDEX. BASE MAPS Map 2 A, scab 1:2,500,000, 2 sheets, land tint background; $3.00 per set. Map 2-B, scale 1:2,500,000 2 sheets, white background; $3.00 per set. Map 3-A, scale 1:3,168,000; $1.50. Map 3-B, scale 1:3,168,000; $2.00. Map 5-A, scale 1:5,000,000 ;$1.25. Map 5-B, scale 1:5,000,000; $1.25. Map 5-C, scale 1:5,000,000; $I.25. Map 7 A, scale 1:7,000,000; $1.25. 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FOR PROMPT, ACCURATE SHIPMENT PLEASE FILL IN MAILING LABEL ON LAST PAGE ~` WASHINGTON Topographic Quadrangle A~iaps, ?.5' and 15' series. PRICE: 1.25 each. Abercrombie Mtn. ..5' Aberdeen 7.5' Aberdeen SE 7.5' r Addy 7.5' Addy Motmtain 7.5' Adna 15' Aeneas 15' Aeneas Valley 15' Agnes Mtn. 7.5' Airway Heights 7.5' Aladdin 7.5' Aladdin Mtn. 7.5' Alameda Flat 15' Albion 7.5' Alderdale (OR) r.5' Alger 7.5' Almira 7.5' Al.mira SE 7.5' Almira SW 7.5' Almota 7.5' Alpowa Ridge 7.5' Alstown 7.5' Amboy 7.5' Anacortes 15' Anacortes North 7.5' Anacortes South 7.5' Anatone 7.5' Anderson Island 15' Angeles Point 7.5' Appledale 7.5' Arden 7.5' Ardenvoir 7.5' Ariel 7.5' Arlington (OR) 7.5' Arlington East 7.5' Arlington West 7.5' Ashnola Hltn. 7.5' Ashnola Pass 7.5' Asotin 7.5' Astoria (OR) 7.5' Auburn 7.5' Ayer 15' Azurite Peak 7.5' Azwell 7.5' Babcock Ridge 7.5' Badger Gap 7.5' Badger Mtn. 15' Badger Mtn. 7.5' Badger Pocket 15' Bald Hi11 7.5' Bald Knob 15' Baldy Mtn 7.5' --$andera 15' Bangs Mountain 7.5' Baring 7.5' Barker Canyon 7.5' -$arnes Butte 7.5' Bassett Junction 7.5' Battle Ground 7.5' BatuM 7.5' Bauerman Ridge 7.5' Bay Center 7.5' Bead Lake ?.5' Bedal 7.5' Belfair i.5' Bellingham North ?.5' Bellingham South 7.5' Belshazzar Mtn. 7.5' Bench Mark Mtn. i. 5' Benge 15' Benton-City 7.5' Bertrand Creek 7.5' Beverly 15' Beverly'.5' Beverly NE 7.5' • S ° L p.zo~~x~Q (~) S ' L uo~.sxx~TU , ST a~I~Z ~utdumg S ' L uo:~.:3u?xx~Q , S T =Cp~T t~TT~T~ - S ' L ~poong S ' L ' u~~ ptz~Ix~Q , S ' L ' u=1.;.~I TTztloxntlU , S ' L ~aTXang a S ' L ~unT s I ssa,zd~ , S ' L ' x~i~i 'Ioz~.sumuU - S ' L aonzg S ' L xo? snU , 5 T ' s~y4 ~In~rt?uU , S ' L a=i~7 suMOxg ,ST MaTxnU _ -S•L ss~d xoou?'~J ,S•~ uouu?xg , S ' L prreTxaqum~ , S ' L ~oou?t~ , S ' L ~a?xg a S' L (g0) a~.~ng MOx~ , S ° L puag ~u?tI~ , ST ~.zoda~pt.zg , S ' L ~CaTT~A xap?xU - , S ' L ~IaaxU u?u~~`I?~~ _ , ST I?aA TAP?xg - S ' ' a~.~.ng rzo~.sax~ , S ° L ureQ r~:Iasor ~a?~U _ , ST xa~.sMaxg S ' L xo~x~I-I ~uaosa.zU_~ , ST ' u~%~I u~taMar-~ , S ° L ~sa_+,1 uo~.xa~axg , S ' L u ~~.~-moiQ xa~.~xU ___ _ - 5 ' L zleTaMazl~ , S ° L ~s~3 uo~.xa~axg , ST sp-rd~d a+o~Co~ - ST daua-~ , S ' L uo~.sT~Cog ,S'L aTT~rnadnoU ,S'L sTT~3 ~Tau~ ,ST uo~.sT~Cog , S ' L ~C~.?7 aalnoU , S ' L upTau~ , S ' L 'u~i~t xa~Cog S T xp~noU , S ' L <1OxE~~.LTda , S ' L sp,Cog - S ' ~ '.zo.~Ctn?U Tz?xxo~ , S ' L rz~tud~tlU - , S ' L Mp3 , ST uo,C:z~;~ I~xxoU ~ - S ' L ~~~ ~?Tz?x~.uaa , S ' L ~Q ~C.z~punog - S • L aX~~I pu~azxoU , ST ~'TIL'x~.uaU , S ' L ~C.z~punog ,Sl n~xo~ ~ ,S'L xa~.ua~ ,S'L TTau~og S ° ` ?addo~ , ST (2i0) ~a~'IU~p~ _ , S ' L ~xngssog ,S'L ~uYSS~axU sTT~do~~ ,5T Xao~ aT~.s~U ,SI 'u~W Moog , S ' L ua~ag s?T~doU , 5 ' L Tad aT~.s~U , ST (2I0) ~Q aTTtnauuog ,S'L a3p?~ xadoo~ ,S'~ sTI'~d aT?~.s~U ,S'L `I~ad Tatuo~~og , S ' L 'u~.y,I xadooU , S ' L axa~r.{s~~ , S T 'LI~.Yd a?poq 5 ' ~ ~C~MUOU , S ' L s slid ap~os~U , S ' L (2i0) u~upx~og - S ' L 3S : TauuoU , S ' L rxo?~.~ux~U ~ • ~ , - ~ ~ .~a~. sanIg ,S'L TlauuoU -S•L ~xogsTx~ ,S'L MCI ~u$?TanTg , ST .CTTnuoouoU , 5 °L alszTx~U , S °L ~.tl~?TanTg ,S°L aIT?nTo~_ ' . ,S'L ~.u?o3 u?~ad~U -ST ~u~?TanTg L :~u1ad "?~l~ToJ S , S' L (i1I) sp?d~2I uzlol tn~~.d~U , S ' L a~t~7 anTg , S ' L uo~.ToJ , S ' L Q; uxoH ad~~ - S ' L 'ti~.ini ~Iong anTg , S ' L 1S ssLd -,;mxooToU , a T ~C:za~.~.~Td ad~U , S 'L a~I~7 ~otreT~I s S ' L d~ ss~'d ~Ioolo~ ' , S' L ~.uau~~.zz?odds?Q ad~U , S ' L p~TSI 'IooT~Tg L ssyd umxooloU S , S °L a=~'I uo~Cu~U P~TSI ~Tax~Tg ,S'L ao~Td a~aTToU ' ,S°L alp?~ aou~U auto ~ L ~[~noS x~~T o7 S ' , S • L uapureU , S ' L !v1'J ~u?xdg xoog X~~Z~ L ~I~xoTd x~~ToU_ S ' - S ' L tlo~.~d s~tueU , S ' L "yh'~ ~u?xdS xoog Xo~I3 L `ir'ad u~aTo? , 5 ' , S ° L (2I0) ssureU , S ' L Q;1 ~u?xclS xoo~ Xo~Tg L T T?H u~uzajoU , S , S ' L s~U , S ' L .~ut.zdS Moog Xo~T3 , S ' L aX~7 ~.odaa~~oU , 5T s~T-u~. ~ , ST ~u?xdS :~ao~I ~Io~Tg , S ' L ap~T~ S ' L alp?~I ~~?TU , S ' L ou~ureU , S ' L X~ad TTads?TAU , S ' L puoute?Q Xo~Tg ' . 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(continued) Davenport ?.5' Dayton Deadman Pea}; ?, 5' Deception Fass 15' _ Deception Pass ?.5' Deep Creek ?. 5' Deep Lake 7.5' Deer Isl~.rd (CR) ? . 5' Deer LakE ?. 5' Deer Park 15' Leer Park 7.5' +Leming 7.5' Des Moines ?. 5' Destruction Island 15' Diablo Dam ?.5' Diamond ?. 5' Diamond Lake ?.5' _ Diamond Pea}: ? , 5' Disautel 15' Disc{ue ?. 5' Dixie ?.5' _ Doe P~louri~air~ 15' Dcme Peak ?.5' Boris 7.5' ~L~ot ?.5' Douglas ?. 5' Douty Carycn ?.5' i:~owney D~1tn. ? . 5 r Draper Lake ?.~' Dungeness ?. 5' Dunn Mountair ?.~' _ Duwamish }ieaci 7.5' Eagle Gorge ?. 5' East Canyon P.idge ;~ , 5' East Kittitas ?.5' East Oly~r~pi.a 7, 5' Easton 15' Eastsound 7.5' ~Eatonville 7.5' F~ho Talley 7.5' Eckler Attn. 7.5' Ediz Hook 7.5' Edmonds East ?. 5' Edmonds West ?. 5' _ Edwall 7.5' Elberton 7.5' Eldorado Peal: 7.5' Electric City 7.5' Elephant D?our~ta in ? . 5' Eliza Island 7.5' Elk 7.5' Elk Rack 15' Ellensburg 15' Ellensburg Pdcrth 7.5' Ellensburg South 7.5' I~lma ,15' Eltopia 15' Fawha 7.5' Elwood 7.5' Emerson Nipple 7.5' Fanpey Mountain ? . 5' Endicott 15' Entiat ?.5' Enur~clati~r 15' Enumclaw ?.5' Ephrata 1~' Ephrata ?.5' Ephrata S4`I ? . 5' Eureka 7.5' Everett 15' Everett'.5' Evergreen Mtr~ . ? . 5' F,rergreer~ Ric'ge ? . 5' Ewan ?.5' E~,~artsvi].le ? . 5' _ Fairfield 15' Fairvieti~• Ridge ? . 5' Fall City 7.5' _ False Bay 7.5' Fan Lake ?.5' Farmer 7.5' Farmington. ?.5' Ferndale ?.5' Fields Springs 7,5' Finney Peal: ? . 5' Flora 7.5' (OR) Foot Hi11s ?.5' Forbidden Feat: 7.5' Ford 7.5' Forest Center ?.5' Forks 15' Fort Lewis "i.5' Fort Simcoe 15' Fort Simcoe 7.5' Fortson ?.5' Foster Coulee 7.5' Foundation Ridge ?.5' Four Lakes '.5' Four MoLU~d Prairie 7.5' Fox Island 7.5' 3 Frederickson 7.5' Freeland 7.5' FreemarL 7.5' French Butte 7.5' Friday Harbor ?.5' Frischknecht ?.5' Frosty Creek ?,5' Galena Paint'.5' Gardiner ?.5' Garfield 7.5' George ?.5' _ Gig Harbor 7.5' Gilbert 7.5' _ Gillette attn. ?.5' Ginkgo 7.5' Glaciate Butte ?,5' Glacier Peak 15' Gleason l~Ttrz. ?.5' Glenwood ?.5' Gloyd 7.5' Goddards Pea}: ? . 5 Godman Spring ,"'. 5' Goldendale ].5' Golden Lakes 7,5' _ Goode A7tn. ? . 5' Goodnoe Hills ?.5' Govan 7. S' Grand Coulee Dan? 15' Grand Coulee Dam 15'(S) Grandview 15' Grandvietia ? . 5' Granger i5' Granger 7.5' Granger ivy ? . 5' Granger 1~~ ?, 5' Granite Falls 15' Granite Foint 7.5' Grant Orchards ?.5' Graylanc ?.5' Grays River 15' Greenacres 15' Greenacres ?.5' Greenhorn P,uttes ?.5' Green bitn.'.5' _ Greenwater 15' Grisdale 15' Grotto ?,~' Gypsy Peak ?.5' I-'adley ? . 5' Hagerty Butte ?.5' , S ' L tired ~ ~~.uar.muoyi aaMOz ,S'L uapMOT ,5T dno7 dnoz 5 ' L X~ead ~. sod , S ' L n~a~.pT;I as.zoH ~.so1 {J'..~. (dI) S ' L ~aT TpA sp.zoZ ,S'L sspd zado7 , ST sziuoo7 ,SI 'u~.;;~ ~.noXoo7 ,a'L ax~7 ~uo7 - ,S'L pu~Tsl ~uo7 , S ' L gour,.zq~uo7 S • ~ a~.~.ng auoz - , S " ~ 115 =~aa.z0 X07 , S ' L d~I xaa.z0 ~C~o7 S ' L sTT~3 =~aa.z0 ~t~o-~ , S T }jaa.z0 X07 , S ' L TT~~o'I ,S'L sTT~d aT~~z`I _ , S ' L MS ~~u?'I S ' L 3S pu?'I ,S'L putZ ,ST uToautq ((ZT) SP~dL'~ TITT~atIi'L'~_- , S ' L :a~~i ~C~..zagi7 s ST .t~..zagz•I.- • o ; sp cLCIo z0 uo~.srMa~ - , S ' L i~1S ~Ca~aZ-.. ,S'' d ~.ana~I S ' L :31~I ~.aha7 ST aa~.sa7 S ' L ~Ia`-~ atzua7 . , S ' L ~tt~a7 , S ' L ~.utod p~a7~ , S ' L aaua.z~~~~ , S ' L .zatan~ ST tisnd ~~ ,S'L 1aT~u~7 , S ' ~: 1~hi~I ~uoirrrI , S ' L ZAI ~u~~`I , S ' L ~uolu~~ , S ' L auToiue7 , S ' L ua~.ooM axe? ~uoaZ~r+l ax~I S~t sdd~e,L axe S ° L aueT.za~i~.nS aX~~I , Sl uouu~S ax~~ , ST .~ur/s~eaTd axe tr S ° L aaua.zn~~7 axe , S • L auol _ , S ' L ~{o!' a~i~'I , S T xapuI~ ,S'L a~~aTTt~ ax~Z ,ST umtTauoul , S ' L ~..zaasaa0 ax~7 , S ' L ~0 ~aTq~I ST ~.uaasa.z0 axe , S ' L s=~i~ad ~oq~TTI ST assoa0 ~ , S ' L -u~Q ,zoq.z~ aoI 5 ' L .zauuo0 ~'I, , S T ~msnrl S ' L ~Caa~ , S ' L ITi:~ a~x~t,z,zm-i ,ST aa~ua0 ~Z ,S'L aTTt~s~~#I , S ' L =~Iaa.zO s~rea~ , ST s.za~un-I S ' ~ ' ~~I~I =t~uz.z~CgE`I : S ' L 'u~i•~t ~~-I , S' L xaa.z0 tiissn~ , S~L sdzTn~.clumH , S ' L az;isooxsoox - S • L ~.st.zourr~ - S ' y uo~.dd~ _ , S ' L xaa.z0 uosprui , 5T ~ao~ u~ooo~ , S' L 'u~ld 1t.I.zagaT~ionH ,ST ~~~txotLx.- ,S'~ 'u~y~ uaaurozo~~ ,5'L s~~.T~.~.t?I ,;T uts~g aotisas.zoH , S ' L p'~T~~t~t , S ' L .,~~1 5-ptd~d uzor-I , S ' L ~Cq.zT~ , S ' L ureznbar~ , S ' L ' u~i~ ~rztx , S ' L a~pz'd sutxdoH 5 ° L s T Ted aT ~~ax , S T (~30) ~ant2i PooH , S ' L XaTMauua~ , S ' L ~I~ad oopooT-I ,S'L TT~a?I ,S'L ~TToH ,S'L osTax (S) ,ST uaPToH ,S'L :Iaaa~ ~~oTTax ,ST uaPTo:~ S~T ~aTTax , 5 'L =t~~QoH S ' L sTT?Ii Trvi~~~?I , ST (2i0) oxogsTTtH , ST uz sr~od~ , S ' L (d0) uot~a*anr .zaudda I , S ' L TAI _ , S ° L 'u~y~I a.zquzaI-~ S ' L sn~.oTU~?I , S ' ~ ' u~LQ .zaucTa'-I , S T 3}i~'I s sario-sx , S T ~~'-i S ' L (2I0) uo:Cu~O .zadzunr _ , S ' L MI~I uo~~~-I _ S ' L :Ia~aQ .zadzunr , S ' L uo~.~.~~ S' L (~i0) aadtunr , S ' L ~Ioo2I ~~ , S • :: a~.~.ilg aT~unr , 5 • L a:~~ s~..z>;-~ - , 5 ' L ao~Cor , S ' L .~ arttT~.,z~H ,ST ao~Cof ,S'L 3S a:zrT~..z~;-I , S ' ' a~~-ns~ uosuuor , S ' L ~t1 aTZ~T~..z~-~ - S ' ! (2IJ) a~.~.nd ~aa.z0 ~r ` , S ' L auzT~.,z , S' L a~.~.ng saiuuar , S •d rusa~;~ S ' L Paver - , S ' L dS ua~.~rn.z.z~~ - , , ' L ~sai~~ axp-I uosauzer , S ' L uo~.~ut.z.z~~ .- S ' L i~1S a~j~e7 uosaurer , S ' L 3S u~.z.z~e;~ , S ' ~` 3S a~~Z uosauzer , S ' L ~~~~ i , S' L ~s~ a>i~7 uosauz~r , S ' L a~pt~ MoT.z~-I , S ' L ' u~l~d Xo~r , S ' L aTTt~su~H , S ' L r.~nb~essl , 5T p,zo~u~ S ' L uo~z.z.zl , 5 ' L ' u~bQ ~Cpu~eH S ' L ~q~I , 5 ' L sa~.~.n3 uo~.Tzut~~ ,S'L s~~T3 ~MOI ,ST uo~T?~Ii (parrzt~.uoa) •sdryl aT~rreap~en~ aT Ud~z~odos ~IO,LONIiS'dM • • V1ASIiINGTON Topographic (tn;,adrangle A~aps. (continued) 5 Lucerne 15' r Detaline ?.5' Mt. Rainier h'FSt ?.5' ~ummi Bay ?.5' Metaline Falls 7.5' Mount St. liFlers 15' Lummi Island 7.5' Methow ?.5' TIt. Shuksar~ 15' Lyle 7. S' Nlica Peal; ?. 5' ~tount Si 1.5' Lyndon 15' ~ Nlidniglit rltn. ? . 5' Mt . Spicka.rd ? . 5' Lyndon 7. S' Milk Canyon ?.5' _ N!t. Spokane 1S' . Nlabton West ?. 5' Mineral "' N`t . Spokane ", c' Nabton West ? . 5' i Nlissior~ Peal: 7.5' Nt. Steel 15' Nia.cafee IIi11 15' Nioclips ? . 5' Mount Stu~:rt 15' Nk~.call 7.5' Ntold 7 . S' Mount Tabor (CF} 7.5' N1ae 7. S' Ntondo~ri 7.5' -N`t . Tebo 15 Maiden Spring i.5' Monitor ^.~' Mount 1`om i5' Malaga ?. 5' a Monroe ? 5' _ ~Iount `iernon ?, S' Nlalaga T,~ 7.5' Monroe ? . 5' N+t . Walker , . 5' Malden ?. 5' N'.onte Cristo , .5' Mt. T^Jow'.5' Malone 15 i Nlcntesanc 15' N~owich Lake "' . 5' _ Maltby 7.5' Monumental. B?tr.. ".5' D?ud Sprin€; ~.5' Nianastash Lake ? . 5' Nianument I Iiil i . 5' ~ Ntukilteo i . S ` _ Mansfield ?. 5' _ Niorse Creel:_ . 5 ` ~ Itiaches ?. 5' l~.anson ?. 5' DTOrtoii 15' ~ I~anei,un Canyon, . r' Maple Fa1Is '. 5' _ Moscow Iti~est 7. r' (C~0) Nelson Feal: 7.5' Maple Valley ; . 5' Moscow the ~t ?.5' Nemah 7.5' Marblermour~t 15' N"escow Vest (C~) Nespelem 1.5' Marcus 7.5' Moses Lake 1.5' -~Ivewman Lal_e ? . 5' Marengo ?. 5' Moses Lal:e P•'crth ?.5' Newport ? .5' Marlin ?.5' iNfoses Lalce ~;~' ; .5' Nile 7.5' __._Marlin SW . 5' r~ioses Lake South ; . 5' -Fine Carryon ?. 5 Martin Peak ? . 5' Mountain Viet: 7.5' _ I~Tine P-file Falls ; . 5' Marysville 7.5' Mount Aci~ £ast ? . 5' Nisctual.ly ". 5' r Mason Lake 7.5' Mount Adams j~'est ?.5' Nordlanc. ?.5' Mathews Cones ?.5' N'.t Angeles 1~' North i3a1_cy i , 5' Mathews Corner 7.5' Mt . Arrit~a 7.5' North I:end. ? . 5' Nlaxwelton 7.5' Mt Baker 15' _ north Coti~e ? . 5' Maytowr~ ?.5' Nit. Barney ; .5' North I'1ema1;. 7.5' N:~azaina 15' Mt. Bonaparte 15' Northport 7.5` McAlester Nltn. 7.5' Mt. Bryrior_ 7.5' Oakesdale ?.5' McCoy Peak 7.5' Mount Carrie ?.5t Oak Harbor 7. S' _ NicDenald Spring 7.5' NIt. Ghai~enger 15' Ocean Paxk ?.5' McGregor 1!Itn. ~ . 5' Mt . Christie 15 ` Gdessa ? 5 McKays Butte ?.5' Mt. Corstituticn ?.5' Ohop Valley 15' McKenna ?. 5' Mount Daniel ?.5' Okanogan 1~;' McNeil Islar_d 7.5' Mt. Kit Carson ?.5' Olalla ?.5' Naead 7.5' Mt . Lage 7.5' Old Scab P~ati ~ ? . 5' +'Medical Lake 15' Mt. Logan'•.5' Olympia 15' Medical Lake 7.5' Mt Lyall. ?.5' Orr~ak Lake 15' A~Iedicine ~'a11ey 7.5' N~unt ~1u1.1 er r . 5' _ Crr~an Ranch 7.5' Meeks .Table 7.5' Mount OlyrnLus 15' Gins 7.5' Mercer Island. 7.5' P-1t . Prophet 7.5' _ C~nalask_a 15' Niesa 15' Mt. Rainier 3~' Onion Creek ?.5' Mesa East '. 5' Mt Rainier East ?.S' Grcas Island 15' s • ,S'L (`d0} pu~Tsl a?nn~S ,S'L 3S ~?a2i ,S'L 1hI a~~nd Tas?off ,SI ss~ed sn~.~S ,S'L u~?a2I ,S'L a~~nfi Tastod ,ST xan?~ uo~uT~S ,S'L puo~Pa2i ,ST a1~.ng TasTOd , S ' L 'u~I~I o~C~S -; ' L zsa1,i u~px~a~ - S • L s~.xago~ ~.u?od , 5 ' L for ' ~S - 5 ' L ~.s~3 u~px~ag , S ' L T..rn~oxg ~.ut o~ , S ' L (2i0) suaTaH ' ~S , S T uepx~ag , S ' L utp~.unoy~ aoa - , ST (2i0) suaTaH ' ~S , ST puouz~C~ , S'L r~1ai1~ ~T,res~aTd , S ' L sMaxpuy ' ~S , ; ' L sou?xd; ax~~,zsaT~.~~i - S ' L u?~Td ,S'L a~P?~i usn.zg a~~; ,ST alpu~`d ,S'L oxx~z?d - S' L a~~nd aTPP~ , S' L uo~.sT~d , S ' L ;KOp~ai,~ aoas?d , S ' L a`ip'I uaatio~; , S ' L (~U) xazu?fit , S ' L a~.~ng `.,~~u?d , S ' L aatnoU ss~x~ a~C~~ - S ' L (CIO) uo~.utnp , S ' L Li~i~I azrr.3 - S T pooh~.zap~C2I , S' L 1 outrun , S' L .C~.? U acid S ' L oT~ , S T a~~ ~7 ~.Tn~u?n~ , S t s~uc.zdS uoa~?d .. -S'L ~~n2i ,S'L auaoT?n'J ,S'~ sTT?H tosxa?d - S' L (2i0) sn~rt~ ' ' a~.~.ng >Zaa.zU z~.x~r~ , S ' L TT?:-I ~~ud , S' L ~gn2i : ST ~=ls~d-_ , 5 "L ~Ioa3~_.._ , S ' oxogxod - S ' L dnTT~~Crt~ , ST ~rn~~~ued S ' ' SCI sso~ , S ' L ' u~.y,I utxdumd ___. - ST TTY ad -S•L sou?.zdS aso~ :S'L u~uTTnd ,S'! uosxa~pa - S'L ~xngso>~ (~) , 5'L Ttnd ,S "L ?IaaxU ss~d i j ` 1 ETTLSO~ - S' ! uT2~TI[lojr~I Li~Cld - ~ 'L O'SLd ' L z;~7 ~~{o~ag ~oo~ , S ' :: ao-~tap?noxd , S I oos~,3 S ' ~ ~.xodxoog , S ' L MS aassoxd , S ' L ?ir'ad Tza~.~C~sEd , S ' L xaaxU aT? ood , S ' L :IS xas so.zd r , ~ ~. sp? d~~d ~x~d S ' L :'~iS t~CTXoog , S ' xassoxd _ - S ' L a=~I"e'I `ix~d , S'L 35 ~TXo~_ , ST :zasso.zd - S'L (30) as?p~.z~.3 S ' L u~{IXoo~- - S ` L ~{ou~ xo?xd , S ' L xa a.z~ q~ Cu~~ .-. + 5 ' L ax~q Xoo2i , S ' .; ~iaaxU eau?xd - S ' L asnoT~3 S • L ~„zBQ puLrsl xoOg , S ' / Spld~g ~.sa?xd , 5 ' L ~''I~7 '~T~d- ,5'L lu~TSI Xoo2i ,ST sp?dmd ~.sa?xd,. ,S'L sap~s~T~d S~C xa~.sauoog - S ' L ~.~oosax~_ , S ' I a~-~d S ' L xogx~t-I euao~ - S ' L ' u~;~ a?xt~xd - ST E'aor~~o~d , 5 ' L "s~yd uosu?qo~ , S' L :(~ ~C~..za~od , S ' L a~~~'I az}ta~a ,S'L u~Jd a~.~.au?qog ,S'L ogsTnod ,ST ax~7 a~.~.azp ,S'L ~YIS aTI?~z~?2I ,S°L TT?1i xa~.~.o3 iS'' aTT?.~xa~.s~,~ ,S'L 3S aTT?.nz~.tx ,ST Tdo~~T~ad ,S'r: =iEad T~~-U- , S ' L M`~ aTT?~z~.?~- - S ° ~ u~.no ~uasu~oy ~.xod , S ' L sTT~ _i ~aT~.r4~ - S ' L 3:',I aTltnz~.?~- - S ' L :i+xo;Y puasT.zn~oy ~.xod , S ' L oTTat-f~0 , S ' L a~~'I =~~oxurt~ , S ' i :~o?pn'I ~xo3 ._. , S ' ' `i~ad ssp- J , S' L pTa?~a~p?d , S' L (tiJ) nu~T~.xo~- , ST os0_~ , S ' L P~Tiior~ , S t P'~T~xo~3 , S ° L d;~~ ~zrLZ.~- , ST Pu~TUo?ii , S ' L aTgtu~O ~.xod , S ' L ~ut~~U , S ' L uospx~zlo?g , S ' L saTa~uy ~xod (ap) , S ' L :!911 aTTz~oxp , St uospx~tlo?g , ST sale°~ ~.xoj , ST aTT?~oxp , S' L a xa.~a~ - S' L ~uo3azo , S' ~ opuoxp 5 T o? T gnda~_ , S' L ~Coxa~cod S ' L ~.uar.zp S ' L uo~.ua~_ ' ' , S ' L a=1~n3 p~Tod - S ' L a~.~n3 uo~axp u~b~d TauauaH S L ' , S ' L MS a~~nS Tas?od - 5 ' ' spx~uoxp , S L ~-1S ~~?a2i , S ' L iS a~.~.ng Tastod • ; (aid) , S ' ~ spx~tioxp 9 (panu?~.uoo) • sd~q aT~u~xp~ o?zici~x~odoy I10.LJ!~II'i"t~irl • UdASP-iIIvGTOP, Topographic Quadrangle ~~ps . (ccrtintied) Scenic 7.5' Spangle 15' 'Tacoma Plorth ? , 5' Schoonover 7.5' Spencer Butte'.!;' r Tacoma Peak ?.5' Schrag 7, 5' Spirit 7.5' Tacoma South l.C' Scotcliman Lake ?.5' Spirit bake 15' Tacoma South ?.5' Seabeck ?.5' Spokane ~5' Taholah 15' Beattie rlorth ?, 5' Spokane ?~~: ~ ° Tampico 7.5' Seattle South 7.5 ° Spokane r;t^l' . 5' ~~'Tanwax LiNI~:e ? . 5' Selah 7.5' Spokane SE ,.5' _ Tatoosh Pttttes i,5' Selah Sprir_gs 7. `>' Spokane SW ". 5' Taylor CarLycrz i . 5' Sequim 7, 5' Sprague 15' _ Teepee Butte (or.) 7.5' Seventeer~riile P~-'tn. 15' ~ Sprague LaIte ? .5' Tekoa'.5' Shano ?. 5' Sprague Lake T '.5' Telford 7.5' Shat~~ Islunc. 7.5' Sprague Lake ~yyr 7. ~' s T'enino 15' _ Shel tor: 15' ~Spr iiigda 1 e' . 5' Teri ino S~; , . 5' Sherman Peak 15' Spruce P~ttr~. 15 ° _ Texas 3x:.ke i . C' Shilshole Bay 7. `:' Saua~in Ts~.~:nc ..5' _ T:e Brothers 15' Shull Aitn ?. 5' Stacker ButtE, ;`.5' ~ -The Crad1 c ? . ~' Sieler 7.5' Stagr.~an Lune'.5' _ ~ T;e Da11es (Ofi) 15' Signal Peak ?. 5' Stanwood ? , 5' ~ The Dalles P~:orth ? . 5' (Ck.) Silcott 7.5' Start~ucl: 15' _ Thompson. P,idge ..5' Silver Falls 7. S' Steariboat P~'tn . 7.5' "~Thorntor. ; . 5' ~~ilver Star 1`"tn. 7.5' SteamLoat Rocl: SF ? 5' Thorp 15' _ Silvertor~ 15' Steariboat Fccck SI~ti 7, r' ~ Thorp 7. ~' r Sims Corner ?,5' Stehel:in i.5' Tietor~ ?.5° Skagit Peak ? . 5' Steilacc~crrx ? . 5' ~. I'ieton l;as r ' . 5' Skamokawa 15' Ster!,°ber Creek".5' Tiffany Pot~r:Lair: 15' Skookum Crce1. 7.5' Stensgar D~tr;.. "' . 5' _ Timber P~ttn. ? , 5' Skykomish 7.5' Stentz Springs 7,5' ~ Timberwolf P"tn. 7.5' Slate Peal: ?.5' Steptoe ; .5' Togo blounrair: l.c' Slater 7, 5' Stevens Fass ..5' Tonaslet yC' _ ~~ Sleeping Beauty 7. ~' ~Storr:iy hitr.. 7.5' Toppenisii ". 5' Slide Feal: 7.5' Stratford' . 5' T oppeli ish D qtr . 7.5' Sloan Peak ?> 5' Stray Gulch ? , 5' 1'oppenisli Stir' ?.5' smith Is1.ax_~d ?.5' Stuart Islare 7.5' Toucher ".~' Smyrna 15' . Sucia Islarc ?.5' ~ Toutle ~_5' __ _ Snake River ? . 5' Sugarloaf Feat: ? , 5' Tower. Rrcl~ i` . 5' Snipes Cr. eek_ ?. 5' Sulliti-gin Lake ; . S' Tremhe].r:' . S' Sr~ively Basin ?.5' Sulphur Late ?.5' ~ Trout Lake ". 5' _ Snohomisl~i ?. 5' St~.lphur Spring i . 5' Troy (UR) . 5 ° _ Snoc~ualrue i . 5' Sultan ". 5' Z'ucanr?cn ? . 5' ~~Snoqualmie Lake .,5' Sumas 7,5' Tulalip 7.S' Snoqualmie PGss 15' Sumner ?,5' Tule ProriL 7.5' Sr~cwking P~ttr... ?.5' Sundale FOR) 7.5' Tum Tum 7.5' Soap Lake ?.5' Sundalf~ NG'' (OR) 7.5' Tumwater'. ~' r Soda Lal'.e 7.5' Sun Mountain ?.5' Turner ?.5' Sonny Boy Lakes 7.~' Sunnyside ?.5' Turtle La're 15' South isend 15' Sunrise i.5' Tweedie ?.5' South Bend '. 5' Suc{uarnish ;.5' _ Twin Buttes ;.5' i South Pv'a~rarre Peak ? . 5 ° Swanson Lalce~: ; . ~, ° Twin Lalces 15' _ Spanataay 7.5' Alvan Lake ?.5' Twin Rivers ? .:"' ,S'L ~I~~Z „• L uo?~.ounr .z~~u~Z , S' L uo~rzp~ ~.?MOtusa~____ , SI ~[a1C _ S ' L ~sagM~ ~?yK~~._._ , ST ~.s~ ~tutxe~ , S ' L ~Too~~_. , ST ~TOO~~,. , ST ~aIT~A aaT.~ooou~;y (~ , S ' L aatu~ ' L p~TPoolvl__ ,S'L uoTn~ Pooh ,ST P=1i;Tsz papooM , S ' L ~~o.zu~?M ,S'L ure.zus?M S ' L do.zu~.utM ,S'L d~sautM , S ' L ~u? od ~Pu?:'N S I a3~?2i PAM S ' L ~~ad .za~.sauautM S ' L .dS ~ia~. sauou?M , S' L ~S .za~.sauou-~,~ , S ' L ~d .zap. sac~ou?l~_ , S ' L .zap. sauou?~, , S ' L i!tS ~aaa~ uosT?.~g _ , S ' L dS =laa.z~ uosT?M S • ~ ,'1~I ~aa.z~ uosT?~_ ST '~aa.z~ uosT?~~ , S ' L uo~Cu~~ Xo?Q ITT?,y~- ,ST P~~TT?A~ ,S'L uosaxT?,~ S ' L ~~?~ ~aT?i~„- • , S' L xooT?:~1 , S I ~nQT?.~1 S ' L ffS zzs.z~.s~.?uK t ~ ' L •.zOtuT~g a~?uV1 S ' L xz~d xa_~?2i a~?~~l ST ss~d a~.?w~-- , S ' L a~~Erj p~ a~? `~~ S ' ~ ' u~yQ 'iotlu~ a~?uM S' di,I ,xalaar,~ , S ' L iaTaa~,y~ ST .zaTaa~ S ' ~ ~..~od~.saM , S ' L uza~.sai,~ ,S'L ~~I ~saM ST a~E7 aauo~.t?ua,M S ' L s~.u~?a;I aauo~.,;uaM , 5 ' L aauo~.~uaM ,S'L ~sQ sTTaM e S' L ~?rz-cdTTal~_ , ST ~?'s?dTTaM ,S`L pu~TTaM S ' L a~p-rd sTa~uass?a,;~ , S ' L uo~tut;~ aTPPaM , S ' L .zaga1~ , S ' L uo~Cun~ aaggaM ,S'L uoxn~M , S ' L aTTtl~.za~.EM S ' L :s9:S ~tlon~.us~;K , 5 ' 1 c{~~~i1 ~II~[1~.t~SE4y~ , ST urzon~.~s~ei,~ , S ' L T~~no~s~A,~ , S ' L sst~3 uo~.~cnt{st',y _ , ST ~`~IO) oos8~i , ~ ' L uap.z~e,~ S • ~ o~.~:d~ty ,S'L ~TT~M ~TT~.u ,S'L pu~Tsl uo.zpTe~ - , S ' L ax»~I s~.~.?~M S ' L a~~I xau~~i,~ _ ,S'L ~To?1 ,S'L uu~ne~ ,S `L uotisel~ ST ~p~Z X11 , S ' L a~E~.u~~ , S ' L .za~nooue~ (~YJ) - S ' L ,zannoouE~ ,S'L anoa~ ~aTT~ll 5 ' L ~aTTEI~ S ' L -~a:1?'d aTTas~nl .zaddn , S ' L uMO~.uo?urj , S ' L st;oui'1 S ' L {2I0) ~TTt~~fl , S T x~ad ,zaT~(Z____ , S '! 'ji~Id aa~ , S • L ~ sa1~.1 ds?~L ,S'L ~.se3 ds?n~~ ST ds?n~, 8 (pattu?~.~.zoo) • sd~.~ aT~u~ap~~ otud~.z~odoy .~IOLJNI~-iSt1.M U.S. DEP~ME:~`T OF THE INT~:RIOR TO: BRANCH OF DISTRIBU~, CENTRAL REGION U.S. GEOLOGICAL SURVEY GEOLOGICAL SI?RVEY BOX 25286 DENVER FEDERAL CENTER DENVER, COLORADO 8022 DATE: FROM: Nana S;reeL Address _ C'i; ~. MAP ORDER BLANK FOR 16 MAPS OR LESS State Zip Code PLEASE LIST MAPS ALPHABETICALLI' BY MAP NAMES IN STATE GROi;I'S BRANCH OF DISTRIBUTION, CENTRAL REuION U.S. GEOLOGICAL SURVEY BOX 25286 DENVER FEDERAL CENTER DENVER, COLORADO 80225 Name Street Address C[ty State Zip Code for PROMPT, ACCURATE SHIPMENT PLEASE FILL IN THE FOLLOWING LABEL Please PR[NT or T'YPF.WRITF. • s .. . •uo~~e~aodsuea~ aae~.ans aanoo o~ pappe aq LLtM LL~q tau aye ~o ~uaoaad 5Z ~o a6aeyoans e ~(ooixaW pue epeue~ ~.daoxa) sa~e~.S pad ~uq aye ~o ap ~ s~ no sdew ~o te~~. iu~suea~. ao~ ` :a6aey~anS •aLge~~tdde si ~unoosip aay~o ou °paMOtte s~ ~unoos~p ~uaoaad-0£ e `aoiad ~s~t aye ~e aaow ao 00'00£$ off. 6u~~unowe aapao ue u0 :~o~tod ~uno~s~0 •~sanbaa uodn papaenaao~ aq tIIM sdeW ~fananS aay~o 6u~uaaouoo uo~~ewao~u~ aoiad (ways aad) yoga 00'1$----------------------------------------------- sdeW L'ananS aan~a (ways aad) yoea 00'Z$----------------------------------------- sdeW ~aed teuot~eN `(oleos 000`000`L~L) PlaoM aye ~o sdeW teuo~~euaa~ul sdeW oleos-000`05Z~1 `sdew aLeos-000`OOI~t {sdeW ~C~unoO `ballad PaPeyS pue(aotoo~~tnW) sdeW o~ydea6odol a*e~S (~.aays aad) ------------------------ oleos yoea 05'L$----------------------------- 000`005~t ao 000`000`t~l ul a~lyM ~ ~loel8) sdeW asee a~e~S yoea 5Z'1~---------------------- ------------------ (spenb pue sdeu~ -o~oydoy~ao °salaas ,51 `salaas ,5•L) olydea6odoi paepue~S :sMOtLo~ se aae sdeW olydea6odol ao~ saolad ~sl~ 9L61 `51 l~l(1C 3AI103dd3 1N(100SI0 aNtf S30Iad dtfW • UNITED STATES SERIES OF TGPOGRAI'I:IC ASAPS, SCALE 1:25(1,000. Listed below are 1:250,000 scale maps which cover parts of the State of Washington. A11 18 maps are needed for complete coverage. Each map covers ax: area 1 degree by 2 degrees; one inch en the map represents nearly four miles en the ground. Sheet size is about 32 inches by 22 inches. PRICE: $2. G0 each. Cape Flattery Okanogan Seattle V;'aila Vlalla Concrete Pendleton Spokane Wenatchee Copalis I;eacr Pullman The Da11es Yakir.~.a Grangeville Ritzville Vancouver '~ ~ cquiam ___ _Sandpoint Victoria b•iAPS CF iT-tE t~~ITI:D ~'iATI;5. ~ For detailed description, see text cr: page 6 of the Vlashingtcn Index. BASE 1!1APS __ Map 2-A, scale 3:2,500,000, 2 sheets, l~sd tint background; $2.OC per set. Ma.p 2-B, scale 1:2,500,000 2 sheets, tFrl-:ite backgrot.nd; w2. G0 per set. _ Map 3-A, scale 1::~,16£,UQO; X1.50 `hiap 5-A, scale 1:5,000,000; 75 cents. r~fap 5-B, scale 1:5,000,000; 75 cents. Nap 5-C, sra.l.e 1: 5, 000, 000 ; 75 cents . Neap 7-A, scale I:7,C~00,000; 50 cents. Ntap 11-1':, scale 1:11,F75,000; 20 cents. - I~:ap 16-A, scale 1:16,500,000; 10 cents. CONTOITF2 MAP b4ap 7-B, scale 1:7,OOO,o00; $I.2s riTTi,Ti~~t' Nf~P Map 5-D, scale 1:5,000,000; 50 cents. P~~'SICAL DIVISION bAP Map 7-C, scale 1:7,000,000; 50 cents. [,'.S. Map scale 1:6,(~OC~,000; $?.GO U. S. riap scale 1:10,000,000; ~i.50 Conterminc~i:.s United StatFS P~.SA ERTc-1, Satellite Image i-'osaic., Band 5-Sur_~ner. X1.25 Conterminous Ui:ited ~'tates PIASA. ERTS-1, Satellite Image Mosaic, Bard 7-Summer. 'fil.i5 USE SPACE BELOW FOR OTHER MAPS (See descriptions and prices on Index) U. S. DEPARTMENT OF THE INTERIOR-GEOLOGICAL SURVEY for PROMPT, ACCURATE SHIPMENT PLEASE FILL IN THE FOLLOWING LABEL Please PRINT or TYPEWRITE BRANCH OF DISTRIBUTION, CENTRAL REGION U.S. GEOLOGICAL SURVEY BOX 25286 DENVER FEDERAL CENTER DENVER, COLORADO 80225 Name Street Add:ess City State Zip Code t7U.S. Government Printing GFfice: 1978 - 677-361/180 u NATIONAL GEOUE'TIC SUKVEY GEOUE'PIC CONTROL DATA USER-CHARGE SYSTEM GRNERAL INFORMATION The national network publications of geodetic control data are pri- marily represented by standard quadrangles of 30' of latitude by 30' of longitude. However, in congested control areas, standard quad- rangles are 15' of latitude by 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 available in these formats for approximately 85 percent of the Nation, with the remaining 15 percent being in the old publication formats, i.e., state level lines, plane coordinate sheets, geographic position lists, description booklets, etc. Tlntil the old format data have been converted to the standard quadrangle formats, the vertical or horizontal control data in the unconverted areas will he available only by complete county coverage. Field data and recently adjusted projects in manuscript form are available upon special request. Diagrams which depict the location of geodetic control stations are available for most areas of coverage. Federal Government agencies may be furnished a complimentary copy of these data for their jurisdiction as required. DATA FOR SURVEYS BY OTHEK ORGANI7.ATIONS Control survey data in NOAA publications may result from field surveys by other organizations. When field observations are performed to NGS standards and data are evaluated and adjusted by tdGS, the resultant data are included in the national network publications. NOAA publishes and distributes supplemental data for control surveys by other organizations t}rat are not evaluated or adjusted by NGS. These publications are reproductions of data prepared by the establishing organization and assembled Ln the adopted NOAA quadrangle units. COMBINEll HORI7.ONTAL AND VERTICAL DATA The horizontal and vertical geodetic control data are normally published separately. However, certain supplemental surveys by "other organi- zations" 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 priced under horizontal data. AUTOMATIC MAII,ING SERVICE 'I he NOAA Geodetic Control Data Automatic Mailing List Agreement provides the mechanism through which users maintaining active files receive newly published data automatically for a specific 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. Revised data for the requested quad will be automatically furnished thereafter for a charge based on the number of sheets mailed (not to exceed $8.00 per quad). It is necessary that a copy of each charge statement accompany payment to insure proper crediE. In the event no data is mailed to the user, there will be no charge. Secunu Kevision October 1. 1980 All. persons subscribing to the automatic mailing service are required to execute a "Geodetic Control Uata Automatic Mailing i,ist Agreement" and return it to: The Director, National Geodetic Information Center, C18, National Oceanic and Atmospheric Administration, Rockville, Maryland 20852. A copy will he returned to the applicant indicating the action taken by this organization. CHARGF,S AND BILLING Except as specified under the automatic mailing service contract, a minimum charge of. $2.00 will he made for all orders. Prepayment is required for all orders which exceed $100.00. 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 50 sheets, per booklet $5.00 each 51 or more sheets, per booklet $8.00 each 2. Complete county coverage - horizontal or vertical control Old format data not presently available in published quadrangle booklets $4.00 each 3. Manuscript form - horizontal or vertical control Unadjusted field project data or recently adjusted projects in process of being incorporated into quadrangle booklets. 1 to 20 sheets, per project $2.00 each 21 to 50 sheets, per project $5.00 each 51 or more sheets, per project $8.00 each 4. Geodetic diagrams (regardless of size or area covered) $3.00 each The above prices include postage. Any special handling or mailing request will require additional expense and wilt he so noted on your bill. As an additional service, NOAH provides other related geodetic data, i.e., gravity values, astronomic positions, preliminary adjusted horizontal positions, horizontal and vertical control crustal movement data, UTM coordinate data, etc. In most cases, these data are available on magnetic tape and/or paper. New micro-publishing techniques are being int induced in the form of computer-generated microfonns and certain geodetic data are available on microfilm or microfiche. Charges for automated data are determined on an individual request basis and reflect processing time, materials, and postal costs. Secondary and tertiary information products such as the NOAH Geodetic_ Newssheet, information brochures and pamphlets, and diagrams depicting the status of the national control networks are provided Eree upon request. To obtain information and/or data, please forward your request to: The Director National Geodetic Information Center, C18 National Ocean.lc and , Atmospheric Administration Rockville, Maryland 20852 Tel: (301) 443-8631 • • .. UNITED STATES- - DEPARTMENT OF THE INTERIOR THIRD-ORDER LEVELING. GEOLOGICAL SURVEY Sea Level Datum of 1929 Island and Jefferson Count!es E:lition of 1h%/~-5 Elevations based on the Sea Level Dat::m of 1929 48°x5• DECEPTIOM PASS 13201 a N < _S,CRq T l - LJL QG l _ ~~ ` 'q ®` ' J \ Q OM •y N SAD \ ~~ t !> '', CC q ~ ~ D ~ ~ 1 ~ ~ IT \ ~ r- ~ Z i ` o ~ IIQ10U1[U I ~ ~ , '2 ~o ` PORT GALE 12581 48°06 U.S.C.& G.S. Leveling Li: es A. Uncus to Hadlock, "as'r.irgton, 19'-~ (~~6 'das'r..; ,,, r.6 mi. SE. of Anacortes to 2,H ? .. o. i Clinton ('ehidbey Ialand), Wa sY.ir:ztc:;, r 1953 (105 Wa^.) LINE 1. Feet COUPEVILLE OUAL?RAN=.rLE WASHINGTON 289 N 4804-.W 1.223f1/ 75 LINE 2. Feet Fn0'! ::EC.E?1^IOPJ PASS QUADRAIIGLH SOUTHEAST ALONG HIGHWAY IPI'i0 SCE tLd ESi CCR`IER CF S'; A`iWCCD QUADRANGLE (by R. B, Steele 1 c Bucr L ECE,~) Oar h cor r - acc~~ s.7 i Sd, of along State Highway '•:: t - 3 _ W of o r ouse at Coupeville; F ~~~Sn of t!o v* ,::rivate driveway leaoir._ ~o ra--, n~s.,e b ft. E. of center of ,, o.^, large ....iier; c%:_seled sq.;are 1_3 _- Cocp=vine ecurt t.o~.ae, about 4.2 ri. ,&;. of; 245 ft. SW. of the ird. corner of San •le rota post office; W. side of forks et rd.; 23 C.. 1"n'. of center of hwy,; 1.5 ft. E. of yarn en e w .~ to pc•t; standard tablet starpe3 RS ly' 19 (. of roc vcred in Nov.1952) 1'._!.a F.eferer.re a k _ SW ui eel _t; on concrete base _. ~ __ _ Pole, ___ei ";are ~. -_ 'r ort 3~~ ~ o^e ar.~ ..: 'ice o.~ildirg; 2y'^' E. of cer:'er o' ,.; Ct ~. of a po::er pole; Sr, concrete 1 _ •~run i;olt 12.3`1 Co~:cpevilie cocrt:•.c,ae, ato_t 1.9 mi. 'r:. cf; in forks of r3. leadlr:= SW. '3= •' of tF.c intersection; 2b ft. Sk. of center cf ::- ooncrete post; standard ,.a..~et ._amped .i gS~ly»~ 44" 1•S•003 Referer:ee °sark cs _-. cf tatLa; root on N. side ,,, 24-in. madr:...r t. __, coppe. na!iln~th ;rasher ,.43 Coupe•/ille court o~ae, -,Lo.a 1.1 e!i. 'd. ot; 53 ft. S. and 23 ft. E. of .,.-.ter of fa_`z:, of T-r3. lead!rg S.; on boulder set ,. ;round; chiseled square 22.01 USC&GS Tidal P 'R .~ ~ 147^" A~=.9a° FRO!•1 DECEPTION PASS QUADR.-IPOLE SOL•TH AND SG07h'EASi ALCti.^, ~ •~ ~ ~ "l_ "- IGH'r1AY INTO STAP7WOOD QUIwRA':lGLE (ty H. B. St_eie i.^. 1940; USCB-GS T.9a1 B.M. "`:o. 2 193;" 1=.1-a - . m LiSC&GS _Sdal B.!{. "YO. 1; ;; •-•t~a- - Ctsallady Beach, about ^'1. aC; about u. - , ° s1. SE. ~ of Came Gr ande; Sn AWE SW~ sec 23, T. 32 ?. , R. 2 E.; ' USC of E. B.M. 'S1 1 36 c;" 'i.PSl at angle ir. hwy. from S. tc W.; on E, edge o_ ^:wy_ and 1r, line with cent>: ~w-. 'n.; i concrete pc^t; Ccupev i!le court.nc e at gut i,./' r„1 S a±'; at Prairie - standard tablet sta^cped 2 RS 1940 22>a" (reported Cc^.ier; Sn SE. s ~1 ardsBroad at N'W. entrance uprooted t~ County roar crew pr_or tc 19 •~) (~_*myed) 223.108 to CouPc•rille t~tt Y. Sc c.,l; 1 H ft. ile. of Center of - tong: e*..e •alk '_ _r:a e of figare "9" in number - ^ Re:ererce mark, 13 ft. S. o£ tablet,; 1^ root or. :7. aide "71931'" cst t t.._ v:alk 9~.T7 ~f large cedar stump; copper nail with was::er 22x.39 - Coupeville tour*h:-a~, ~*aut 1.~ mi. S. of; O.b mi. E. Ytsalla~y Beach, about 2.3 m=. SW. of; about 1.1 mi. N. of Pra trio Center; _" ft of center of hwy,; Ln `` of Caiap Lagoon; 56 1't. S. of center of Priv1 P r,g •; line wi*. t: F.. r -° 1,x/ed leading S.; 1^ root ^d , - ' 23 't. }!. of hs+y.; 2G ft. S of fence corner; it root . ar: SE_ si:ie of -- _.-. .__ 'nee; coppe, nail with cn S. sine of S-in, hemlodr. ire copper na':. +. t.. ~ i:er "` 11•f i°~ washer 190 '.4 Cacp Lagoon, On W, edge of r-xy.; Just S, of forks of 1.1 ai. 2. oP; 5~0 ft. W. oP private rd. approach, prairie Center ' short rd. leading to beach; Sn stone and cP-:~~. ~ , ~ 51 Pt. F7. oP the centeriin= of rd.; in concrete poet; a standard - j retaining v:all of i'd•; standard tablet sta•cped " " tacl~t steeped •'2 ps 19-•1'<=5_x 1965" 199.4 24 F:S 194Cv1 v1.OH•j .1 i reference ..^.ark, 40 ft. E. d.° tab-_t; in root on ':. ..`ie _f - Rc ~[ :ce z " ~.° raclet; 20 ft. iJ. of _2-in. fir tree; center n4i1 .. _:, r. wssiyr r.;i • - er o r , -; 4'' post se-t Sn ground; ' Camp Lagoon, about 1.1 ri. .,. of; at first rI. r -. of .{adrona Eeach: 15~ ft. ;di1. of .. ~ pr ~•er -r - ,_. E. of; 20 ft. tv, of center ^ ... of rd.; c root on E, sale of 10-ir,. .:r . _ ;. rate post at er,irance to -f y ' s ~ cooper .,a1i wit; warner 235._5 _r: ;:oa~e, S. ~~f fence line; ir, root of fir - 9 * ee op e +- - ~ -~-~^er 2LY)-~ Car..p Lagoon, about 2.1 ml. SE, of; in SW angle hvr3. from SE, to S. alo~:~ c^tion tine- - of ,. ~~ p r r- C- a cu` r ESE. of; about 7.6 m1. PINA. tee angle and forks o; rd. leaain? N ~? `- x of e:.~: rc` r ~ ir. Sw. angle of rd, forks; ~= , center of ^ry.; in concrete post; standard tt._ " " ~~~ 13:: f". S o~ c ` r t ^d. leading E.; 30 ft. W. of J stamped ?5 RS 1%40 252 252.426 e-:ter o. tx.__-:de.. ,__. .ine cf rd. from the S.; . ^ La-;got;, about 3.2 mi. SE. a.7 m;. ;+±r:. c a ~-^o t ri ct f o-:c:ete pos standard - '~ " ( 1 -- ae'r.; 3t Carp Plea ar - - -. ~ dt f r a r e W to ,,, ,pod 3 ._, lj»ti; 11% rE ^overed by c s ~ _ ~ 5 147.457 -r~i, leading E•; or 5 ?e •f - ,ccr Le . __,. _._.,- - ,asuline Pu~rp; chi aeled saue.e ii2.ay' - c ;:, Rc•. [• nee .park, 2-t ~' ft. SE, a_ tablet; -4 t't. E-..ot t ' ' E .er o 'w L: rcpt o Pw-. side of ia'rge lone fir _ . Camaa~ Beach, in NW. an is o d fo+'k a . ; n• ee copper n~ii w th washer 14.°••"ifr cf the Jct.; 17 ft. ~° ra. .n cot r.-,.~ p_.-., standard tablet stamp ,. :L nS 1~4p 67" So.;35 G.reer.: ank P.0., abcut 7.I r„1. Nha.-of; in SE, angle of crxa of rd .. leadl.g t;_t. Harr!ngton's LSZOon; ' 6eference mark, 11 ft. SW. of tablet;-or,.W. end-df eoncretz-. - 107 fE ...SE. fro-: Vie inie section; in rocs. or N. - culvert; chiseled square - 44.48 - si3e of large lone fir tree; copper nail with - Camane Dc-3ch~, afoot O 8 ••^i. Sv. of: Sn ?lira -~e of• ,,^d. washer-- - - - - -. 1?'.cr+i f`crk; 1n root on SX. 13e of ~6-in, iSr tr~r.; ccpt`r' fir: rc ric P 0 bout ab E~ ':1741.of °] t't H ,.-,f na'.1 witr. wa.,}.er - ]3= •>3 ern - of wy- ; oc e - to r1, leading to. her ut' d. r.. - .. 0 eesee"~fr }n root o ?„t: ..Lde of 24 1r. fir tree; ~ Car;ano £wack, about ?. t m! SE of 0 2S m k'W cf - caur r •sail wi*_',z a er (~stroyea} -- 77. 3,- entra[ ee-to Cnma Beach 42r'^fr NA -: of r3 su It ---- 47 ft NE of center of tw•. °C it SL of la 1 U.S C a 'E *raver.~ s~a~!on s±anpei 4 ~ .5 ~l5" _ .~ , ~' cedar tree; in concrete post standard table-t star.,ped- (+to Pond ix ) "27 ftS 1.940 203" x2.473 Gpeen~ank F 0 abo,r* 3.9 R3 4P^d. of is N:.. angle of - leaditR E: h,daton's.i]ott .v-5 in root of H_fenence mark, 86 ft. S+d. oi' .ab2et;:i[: root an S-, side large fir ..t.s^:p; eopp..r n:!1 t~icn r...1~~r - e'1. a? ~P 8-Sn. hemlocktree; caPGer rail wi ,;t~ Washer 24.=+5 _ _. ( r ~ H . , THIRD-ORDER LEVELING Sea Level Datum o4 i929 Island and Jefferson Counties Edition of l/1~/~( Elevations based on the Sea Level Datum of 1929 UNITED STATES DEPARTMENT OF THE INTERIOR GEOLOGICAL SURVEY 48°15' DECEPTION PUSS (320) N ~ S ARgTO 1 _"L-~z ~c4 B ~2 'O , ,\ •: 17 q p ~ in MO ,9~ao N `~ D ~ ~ Z \~ \ .. I ;: j ~ O ~ "eRmMU i; wrrt + ' 2 rtmro POPiT GAI~LE (256) 48°00 U.S.C,& G.S. Leveling Lines A. Uncus to Hadlock, Washington, lyv3 (46 Wash. B. 4 6 mi. SE. of Anacortes to 2 8 mi. S of Clinton (Whidbey Island), Was F. Li;t on, 1953 (105 ;.ash.) LINE 1. • COUPEVILLE QUADRANGLE WASHINGTON 289 N4800-W 3223fij 15 LINE 2. Peet FR C'd DECEPTION PASS QUADRAtGLE SOUTHEAST ALONG HIGHWAY I t]TO SCUT?f"''EST CCRNER CF S^, ANWOCD QUADRANGLE (by R. B. Steele 1n ig»~, Book B EE65) Oak Harbor P.O., about 4.7 mi. SW. of along State Highwa y 1 D; about 5.3 m=. ~~• of courthouse at Coupevi lle; =6 ft. SE of intersection w!th private driveway leading W to rare r. House; 26 ft. E. of center of F.•ey.; on large toclie r; chiseled square 1;.2c C oupeville ccurthouse, about 4.2 mi. N+1 of; 245 ft. SW. of the tdW. corner of San de Fuca post office; W. side of forks of rd 23 tt. HW. of center of hwy 1.5 ft. E. of yard fence; in concrete post; standar3 tablet stampe3 "50 FS 194 19" (r.ot recovered in Nov•1952) 1=.119 Referent= ^!a rk, b0 SW. of tablet; on concrete base of 2 flay, poi^: _..__ _.ei s~uar_ FJ. ._ Cc:pev 111e ^_ourti.asse, ~ ..ct ~ 2 ml t7.J at Kennedy's ~r ef store ar.d cff ice bu lldSng; Lagcc :; stout 3~C ft. S 25 ft. E. of center o twy ft S. of a power pole; in conc nete pest; iro.^, Colt 12.39 Coupevllle courthouse, afoot 1 9 mi, d cf; in forks of rd. 1ea91.^.g SW.; 36 ft of tF.e intersection; 26 ft. SW. of center cf hw7.; in concrete post; standard tablet stamped "51 RS 1940 44" 45.003 Reference xark, f3 ft. 'W. ct tatlet; in root on N. side cf 25-in. madrora tree; copper nail with wa.^,her >•5.93 Coupevllle courtp ouse, about 1.1 mi. W. ot; 53 ft. S. and 23 ft. F.. of ce-ter of forks of T-r3. leading S.; on boulder set in grourd; chiseled square 82.01 USC&GS Tidal E.M. "t:o. ++ 1935° ~-939 USC&GS Tidal B.M. "No. 2 1935" USC&GS Ti-dal E.M. "No. 1 1^^-35" USC of E. B.N. "M 1 36 c7" i'.179 R.Sr '{.021 Coupevllle courthouse, stout J.$ mi. S. of; aL Prairie Center; in SE angle of crossroads; at NW. entrance to Ccapeville riL-_.t Sctoel; 1 $ ft, NE. of center of concrete walk to; tittle of figare "9" Sr, number "71931" cut ir, tre ~~alk 9?.T7 Coupevllle courthcuse, atou*. 1.4 mi. S. of; 0.6 mi. E. of Prairie Center; ~~ ft. ~E. of center of hwy.; 1n line with E. ed¢e cf paved rd. leading S.; in root .m SE. side oP ~~•-i r. fi_^ tree; copper nail with ~easher llo.l~ Prairie Center, 1.1 ai. £. of; ;60 Pt. W, of private rd. approach, 51 ft. H. oP the centerline oP rd.; in concrete poet; a standard tatlet stamped ";2 RS 190 F•:SET 1065" I94'4$6 Referen^_e ca tic, 22` .^ E of tablet; 20 ft. N. of center of hwy lr: ~" t;; 4" post set in ground; copier nail with «asher 200.32 Prairie Center, stoat 2.0 mi E of; 20 ft. N. of center of hw^; .; 15 :±. E. of E, gate post at entrance to fair.: House; 1 ft. S. of fence line; in root of fir tree; copper nail alt:^. •„ashen 200.28- Prairie City, about 3.5 mi. ESE. of; about 7.6 mi. NNW. of Greenbank Post Otf ice; in SW. angle of rd. forks; 13C ft. S. of center of rd. leading E.; 30 tt. W. of center of exter.3ed carter line of rd. Prom the S,; 1 tt. E. of fen^_e; ir, concrete post; standard t~-fief stamped "53 RS 194C 197" (recoveredby 'JSC&GS) I97S.SY Refe re Hoe mark, 2a7 ft. SE. of tablet; E4 €t E:. of ;enter of hwy.; in rootonNW-. side of drrrge lone fir tree; copper nail' with washer I4S.70-- Greerbank F.O.-, :about. 7.l..mf .NMi. of; 1tr SE, angle-pf: farxa:atrd:,. leading-E..Le Harrl;)gton's Ls?roun;_, ' 107 ft:,:SE, frog the intersection; lnroot on W~. side of large lone fir trsei-copper nail-with - > •; fork; in root on SW. sS.de of 16-in.. Plr true; copper- Greertark:P 0., about c.6--. G:i NNW. cf;-4 i. t'r, W, cF ~ nail with washer- 137.93 center of hw y ~ o cite- ri lead in~ to. ho^, --: lips- e of J.r ` ChEesem'.n-; in -root on-#:#: s4de of"'~-Sr. fl rtree; - - ~.. Camano Beach,-, about-2:fl--mi. SE. of;- 0:25 m.,..t:W.. of copper :,ail w ith ;sa;;,'ter:(lastruye?i) 192.~i erltranee to Coma Beach; 420 `ft. Nit. :of -rd. gumstts _.. 42 ft. NE. of center of hwy.; 2C.ft. SE. of 2§-1n. U.S.C. of`E. tr aversr station stamgeet "G 2 30 - 215" 1 ' ' cedar tree; in concrete Fcst; standard_~tablet-'stamped- (llot foutAi, 1~3 ) - a~ RS .1940 203. - 202.•A73` -- Gt!esr~axilr~.-F_0., ai;ottt 3...`3 isi. NNW,'.=of -1n Ne.. gngl? -01' _ - T-rd. leadit;g E. to ?fouston~s Gott~g s; in roan of ~ r Referonce-mark, $6 ft. SW. of tablety in moot oh S,-side large fir stumpq~ ¢opper nail wltn tvaat r e`1 93 :~ o#: 8-Sn. hemlock tree; copper nai,1 with wasasr 204 45 - ~ ' ~ ~~r Feet FROM DECEPTION PASS QUADRn?7GLE SOUTR AND SOL"f1L'.AST ALOtIG HIGHWAY INTO STAtfWOOD QUADRANGLE (by R, B. Steele in 1940; 'rook b 3$66) Utsallady Eeach, about i.5 mi. SN. of; about 0.5 mi. SE. of Camp Grande; in NWT SW; 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 :,~~. W.; it concrete peat; standard tablet stamped 23 RS 1940 224" (reported uprooted by County road crew prior to 1954) (D~;troyed) 223.708 Reference mark, 13 ft. 5. of tatlet; in root on ti. side of large cedar stump; copper nail with washer 224.39 1't sallac)y Eeach, about 2.3 mi. SW. of; about 1.1 mi. 4. of Camp Lagoon; 56 ft. S. of center of private rd .; 23 ft. W. of 7:wy.; 26 ti. S. of fence cerne r; ir, root on S. side of $-in. hemlock tree; copper nail with rasher 190.'.4 Camp Lagoon, on W. edge of hwy.; Just S. of forks of short rd. leading to beach; in stone and cement ~etaining :.•all of rd.; standard tablet stamped 24 RS 194C 41" 41.0$7 F.eference mark, 40 ft. E. of tat'et; in root or. N. siie of 12-in. fir tree; copper nail with washer 45 $1 Camp Lagoon, about 1.1 ml. S. of; at first rd. summit SE of Madrona Beach; 15C ft. t!'W. of su.^:mit; 3`:. ft. W. of rd.; in root on E. side of 10-in. fir tree; copper nail with washer 235.15 Camp Lagoon, about 2.1 m1. SE. of; in SW. angle in hwy, tram SE, to S. along eecrion line; $5 ft. S. o: tY,e angle and forks of rd. leading N.; 29 ft. W. of center of hwy.; in concrete post; standard tiatlct. stamped "?_5 RS 1940 252" 252.426 Camp Lagoon, about 3.2 ml. SE. of; 0.7 mi. N'W. cf-CamR:^.a Beach; at Camp Pleasant; W side of hw;;~ in L'ne witft -rd. leading E.; on S. edge or canoe to foundat i.u!i far ,vasoline pump; chiseled square 172.49 Camano Beach, in ttW. angle of rd. fork ar.; 1€ fr. 17'W. of the ,jct.; 17 ft. W. of hwy.; in Goner-re post; standard tablet stamped-"26 RS 1y40 >i7" 46,735 Reference mark, 11 ft. SW. of tablet; on W. end-of concrete-~ --^.ulvert; chiseled square 44,49 Camano Reach, stout O.8 .mi. SE. of; Sn ?2',~, argie of ,^d. , - ' , ~ LINE 2 CO`FPINUED ~ - Grcentank P.C., about 3.3 mi. N:761. cf; 18 ft. N. oC - - - - center of F.wy, at top of grade; 4a ft. S. of Fence - ccr.^.er; ,_ ft. SE. cf s,;,all wafer tank; in concrete post; standard tablet stamped "54 RS 1940 - 312" (recovered ty USC&GS) iii.'~~1 - Reference ~arf, liy ft. NF., of tall et; on S. end of concrete drain plpa; chiseled square `-71 - - - Greenbank P.O., about 2.3 mi. N[!W. of; L; NN. angle _ of forks of pri':ate rd. :d.; 2_Q ft. ". ar:d 5F ft. 'n. - - from the 1.^.tersection; in root on M. side of large f:r ' stump; ccnper nail wit:: wsst:er _ U.S.C, of .. ?t,:!, °G 3E cA" (rc_ recovered in 1952) - -- Grc•enhank F.O., about 550 ft S. cf; in Sd. angle ' - forks of T-rd. lea din? `d.; 76 ft. 5. and 2E ft. 'w - i'rom tha ersection; in coacre-e post; standard - tablet stamped '~5 RS 1940 Iji•" (recounted ty ~ ... USC&GS) i,,~t Reference cark, SJ ft. iP,i. of tablet; :n base on N. side of power l..^.e pole; rail spice - 1`^.~n Gr~~enta::k P.O•, atcul; C.9 m S. cf; 16 ft. S. and 29 ft. - " 'n. of ^~ntar ... crossroads; 2 .ft. ... of fence corner; on ti::ried .. o.l dar; ~... ~eled square ~"a, q? rec Car.:< P, a:- .7 ca S. - at .crks o." T-rd. lead'_ _ E. '.c Cot±a?- Grove 4_' .rani 2-i --. .-. - of ti:et arsectio:~ ~, hi erJ...an the hw,~,, on burial tculder; ehlseledysgcre - - ' U.S.C. of E. E.i. ~ , o j;i." (recoveredl ice: CSGS) ,;;,12) - " Re!'e rence mark, 33 ft. :?+J. of tablet; lz: root cn SE. - side c: lama .-e far tree; cooper ::ail witlc waaher ,; - Grcanbank P.O., abo~-;t .v ~ S. of; on E. e~ga cf forks o.^ r3. lea3i ;:d. 4 ft. -z; a:; t.^. •.c~. - - co:;cr _ -tar..tar3 taCl•~*.~ ed "6~~HS 190 - _ 192" (^eFort~d das*roaed pr'_or to 1712) 39~.1L.. - U.S.C. of E. ?.~. ".; 5'3b 1.1" lel.?2L - Greenbark Y.O., afoot E.1 mi. 5. of; in NE. angle of ~ - cros.:reas; c„ :'t. F:E. cf tr:e irtes•se.;tian; in root on S. side o. _-_... fir tree; copper rail :with waster'..17 " Greentan"~: P.C., about '.2 mi. SSE.; 2c; fL. E. of forks oC - - - rd. ]c,_ - to East Harbor; 1; ft 5. of carter of hay., in connp~_t., post; standard abler sampe~i "~I RS 1940 - llG" {reco:•cred by•. USC3cGS) 1::.~'=- ~ - - - .:-. s ~ ~ ~ LII7F. 2 CO`T1'T`SUEJ . Grceni:arix P.C., at out 3.3 ~1. F7S'4i. ef; 13 Pt. ri. of center c: Y.v.•~, at top of gca3e; a: ° S, of fence ..or.~cr: __ SE. ct hall tier .. ^;~; ' gust standard tatlnc .,~..-^ped "5'+ RS 1g4o cor.cr : 31.2" (recovered T,y USC&GS) "~:1."~1 Refe. .. ~ - - of tac?= on S, end of l'O.•1Cr+_'te dP.7l, p_pe, phi soled 5~: `'._ __...i Green'oank P.C., about 2.3 mi. ?I:Pn. of; .. ':~. ar~ale ` ana 5F, ft. •• forks of _:at rd. 2c -. -.. ,.._ _.. ,ors action; ir. rout. .. r. ,,:de u. lacy- i'ir - ' staclp; _„pprr ^a'_1 hic.. :;s.?i:e_ r _ ~~ ' 3' ,.., (~".. ~__ .r"CQti 2red in. 1972) ._ ~.~.. "G :). S.v. Of •- u ~_e-1t ar;~ scout 75~ ft - Sa. ant_le ^%3 -:"i. 1?°iii ~A. _~. :.. 3.'1'.1 zt r0^I ,h~~ _..' ,~~.. J^.; ~t i tandard > _ (r~.^ov~..~d t~~ aclet ~ ed =. ftS 191tJ - ,' Refere:;;. .., fe. if,J. ele ..._ case on M, Side of oc..,. 1:..- pole: raS_ ize 1- -. Gr., 'nl_a•-:!c .G.. ai:cu•. ~,y ci. Ct. S. a:: 29 ft , . of fence corae_ , Y. - - - ..^ea:is _ . ,.. ... r' ~ c^ .. ~~[3:: r: c.., ~eled aq::ar t-.::•'i~:i - ~~ .. _ _ ~ r. i . . _. - v e _ ~ :~ ~ _. : . _ ~ Gr.,v: N " ', __ _..~.. tltc [:rF , Jn Of - ='Ct _G'. ~ . . b:tr. ~a tc~~.:;aer, cY.. ~~).eci sg ~~^ ' - Ac fE _ .oe rk, ~3 Iid. ~. t~ _..- - roo .,. ._..i: ~. _ _ .. .. -ia; _. ce; cop, _ _-.._ .. ai-. ::ashen ,; Grr~ F. '1 i a S. :,.. = ci' fork_. - .. .S i b kS 1~~. - l ~c~ (r r . __ ~ d?~tra:Jed ~ _ ~•~r tv iy?L~ ..t._ _ t:.S..,. of c. _..~. 5'36 1^.-i" 121.-... Gre e::bar:k. E".4„ at.out E.1 r S. of; S^: ;tE. angle cf cros:rc:: _ - cf tc. ~..._ in root on r V ~ - trce, copper raii ... ,,.: H~~::er S. _'_da ~._ ..-_... ti r .ll Gr~~n: a:~.;: ".C.. a:~o~st 2 r'_. SS°.> c^'. ft o:' `arks o? r,i. _ .... .c Ea:a Rarbor; or center o° h+:y .; ..__ ,r.oa- - catdard ca•.1et _. ^pi-... „ RS loop . -. J1i 1 7a U. S. DEPARTMENT OF THE INTERIOR GEOLOGICAL SURVEY NATIONAL CARTOGRAPfifC IN~ORAAATfON CENTER 507 NatROna9 Cen-ter, Reston, Virgrnia 22092 Phone 703-860-6045 GEODETIC CONTROL DATA February 1578 DESCRIPTIVE LISTS Records of geodetic control established by the Geological Survey are maintained in its four Mapping Centers and the National Cartographic Information Center headquarters in Reston, Virginia. Vertical control lists which contain the descriptions, location, and elevation of bench marks; and horizontal control lists which contain the description, geodetic and/or geographic position of transit traverse, triangulation, and electronic traverse stations, are assembled in separate 15-minute quadrangle units. They can be obtained for SU~ents--each. GEODETIC CONTROL DIAGRAMS The Geological Survey, the National Ocean Survey, the Forest Service and the Defense Mapping Agency have cooperated in the publication of a series of diagrams at scale of 1:250,000 which show the location and order of geodetic control established by each agency. These diagrams can be obtained for $2 each. An index showing the diagrams is available free on request to the National Cartographic Information Center in Reston, Virginia. This information is -also contained in the indexes to topographic maps published for-each State. HOW TO ORDER The control data lists can be obtained from the appropriate Geological Survey Mapping Center Office and/or the National Cartographic Information Center in Reston, Virginia. Mapping Center addresses are shown on reverse of this page. Orders for geodetic control diagrams should be sent to the Branch of Distribution, U.S. Geological Survey, Stop 306, Federal Center, Denver, Colorado 80225. Prepayment is required and may be made by money order or check, payable - to the Geological Survey, or in cash - the exact amount - at the sender's risk. There is no allowable discount for geodetic control lists. Control data lists of the States serviced by the Eastern Mapping Center are not available from the National Cartographic Informata-orgy-~eate~ -- ------- in Reston, Virginia. 1 J • • Eastern Mapping Center Chief, Eastern Mapping Center, U.S. Geological Survey, National Center, Reston, Virginia 22092, ATTN:; Geodetic Section - Mail Stop 565 . Alabama New Jersey Connecticut New York Delaware North Carolina District of Columbia Ohio Florida Pennsylvania Georgia Puerto Rico Indiana Rhode Island Kentucky South Carol~~~.. Maine Tennessee ' Maryland Vermont ° Massachusetts Virginia New Hampshire West Virginia ` Mid-Continent Mapping Center Chief, Mid-Continent Mapping Center, U.S. Geological Survey, USGS Building, 1400 Independence Road, Rolla, Missouri 65401 - Arkansas .Mississippi I i l i not s Missouri Iowa Nebraska Kansas North Dakota Louisiana Oklahoma MichiganSouth Dakota Minnesota Wisconsin ° Rocky Mountain Mapping Center Chief, Rocky Mountain Mapping Center, U.S. Geological Survey, Stop 510, Box 25046, Denver federal Building, Denver, Colorado 80225 Alaska Texas Colorado - Utah Montana - _ - Wyo~r~ - -- -- - - - ------ - New Mexico Western Mapping Center Chief, Western Mapping Center, ti.S. Geological Survey, 345 Middlefield Road, Menlo Park, California 94025 Arizona Nevada ` California Oregon . Hawaii Washington Idaho 4i . I i • ;~ ~ Wash_iz~gt~n O.W.. Moore, EI~TD -(294} ' 1952 l N PORT TOw ~usted ~levati~ons .Based Ad - ~ Order Thirst On Sea Levs1: Datt~.~n oY 3929 - Lock;..: PV 230. Anci 1y~~ NW. Adjustment Latitude ~-$°t?0' Longitude 122°~+5' ~. ' - ~ {1) FROA4 POIitzT .'..3 A4ILES SOUTIi~AST OF FOUR CO~~S St1UTHEP.~T INTO ~UIL~CEI QIT.A~RAiJGLE (259 ~ ` ~ ¢,_ ' rIOOL AIAT~G R0~'~L' ",• ~~ CI3Zhi~4CLIAi SC t 121.306 ~ 1+ L~ ~4t ~ 1 UUL~U U, ~~~ N 25'i ~ ~+~+~ ( ~ ~ 1,~ ~i, ~*, of 9 x+60 ft. N. of T~rd. leadinr,; E. to Chi~nacum, oot on E. side of 12 . i n r E, of rd., Nordls.nd Ferry, 72 ft. 130.93 in, fir tree; cepi~°r Hall and washer Chi~acwn1, 0.4 L~ . ~«'• of, at ItiTE. entrance to Chimacum Con- tandard tablet stan~~~ed solid3t~=~1 Scho;~l. ire cancrete step;- s 130.297 "7o G~Y~~1 x.951 130" 3 ~ , N. of tablet, 30 f't • W. oY xd. , Jt,~ 1 i ~ ~'~ ~: 130.6` ; Ref~I~ ~ :~.. ti~r on Caricrete Ft: ~t; Painted square u ~a~ ~• , ~. g. cif-T-rc:• ie3 Chi~~~_cu;. , 85 _°'t. ~`:. of crossr~ a:, ati i~:. side- az alley, an 119.g~ COi~.Cr~~~ 'WS-~~.; chls~l~d 5C~U:`3.i2 r i F i it i 8/6/62. 1c1 f • United States Department of the Interior GEOLOGICAL SURVEY f~u'blic Inquiries OffiOe 2~~~.1 S~0}~ JJ, Bui1d.9.Iag' ~~;$ Aliddlefleld ~oaQ ~~enlta i'a~=k9 Ct~ 94a2b Carter Breskin, Engineering Dept. Jefferson County Courthouse Department of Public Works Port Townsend, WA 98368 Dear Customer: June 26, 1980 ^ The map(s) requested will be sent to you from the Branch of Distribu- ti on, A copy of our Transfer of Sale No. is enclosed for your information. For further questions, please contact this office, giv- ing us the T(S number. ^ We regret that the U. S. Geological Survey does not publish the map(s) requested. It may be available from We are unable to identify a source for the map(s) requested. ^ A refund for the overpayment of $ should reach you shortly. is being processed an d ^ Enclosed is (ilwt) an index(af) to the topographic maps of the state of WASHINGTON The area(!) in which you are interested has (I~a) been marked for your convenience. Price and ordering inf ormation has also been marked on the first page of this (aok) index. Please note that prepayment is required. © Quadrangle numbers 289 and 290 are outlined in yellow. They are no longer available as one 15 minute map each, but are now available as 7.5 minute maps. Four 7.5 minute maps make up each quadrangle. Sincerely yours, Bruce S. Deam Inquiries Specialist NATIONAL GEODETIC SURVEY GEODETIC CONTROL DATA USER-CHARGR SYSTEM • GENERAL INFORMATION 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- rangles are 15' of latitude by 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 available in these formats for approximately 85 percent of the Nation, with the remaining, 15 percent being !n the old publication formats, i.e., state level lines, plane coordinate sheets, geographic position lists, description booklets, etc. Until the old format data have been converted to the standard quadrangle formats, the vertical or horizontal control data in the unconverted areas will be available only by complete county coverage. Field data and recently adjusted projects in manuscript form are available upon special request. Diagrams which depict the lor_ation of geodetic control stations are available for moat areas of coverage. Federal Government agencies may be furnished a complimentary copy of these data for their jurisdiction as required. DATA FOR SURVEYS BY OTHER ORGANIZATIONS Control survey data in NOAA publications may result from field surveys by other organizations. When field observations are performed to NGS standards and data are evaluated and adjusted by NGS, 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 evaluated or adjusted by NGS. These publications are reproductions of data prepared by [he establishing organization and assembled in the adopted NOAA quadrangle antra. COMBINED HORIZONTAL AND VERTICAL DATA The horizontal and vertical geodetic control data are normally published separately. However, certain supplemental surveys by "other organ!-. zatlons" 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 priced under horizontal data. AUTO`LaTIC MAILING SERVICE The NOAA Geodetic Control Data Automatic Mailing List Agreement provides the mechanism through which users malntalning active files receive newly published data automatically for a specific area. To facilitate this service, it is necessary that the desired area be req~iested by complete quadrangle units. The prices for initial data furnished through the automatic mailing service are the same as for individual orders. Revised or additional published data for rite requested area will be automatically furnished thereafter for an annual subscriber charge based on the number of sheets mailed during the year (not to exceed $8.00). Handltng and postage costs involved for each supplemental data shipment will be charged to the subscriber. It is necessary that a copy of each charge statement accompany payment to insure proper credit. In the event no data is mailed to the user, there will be no service charge. Revised Edition October 1, 1y79 All persons subscribing to the automatic mailing service are required to execute a "Geodetic Control Data Automatic Mailing List Agreement" and return it to: The Director, National Geodetic info m~atlon Center, C18, National Uceanic and Atmospheric Administration, Rockville, Maryland 20852. A copy will be returned to the applicant indicating 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 $50.00. The standard charges for geodetic con- trol information are as follows: 1. Published quadrangle booklets - horizontal or vertical control 1 in 20 sheets, per booklet $2.00 each 21 to 50 sheets, per booklet $5.00 each 51 or more sheets, per booklet'. $8.00 each 2. Complete county coverage - horizontal or vertical control Old format data not presently available in published quadrangle booklets . $4.00 each 3. Manuscript form - horizontal or vertical control Unadjusted field project data or recently adjusted projects in process of being incorporated into quadrangle booklets. 1 to 20 sheets, per project $2.00 each 21 to 50 sheets, per project $5.00 each 51 or more sheets, per project $8.00 each 4.. Geodetic diagrams (regardless of size or area covered) $3.00 each The above prices include postage. Any special handling or mailing request will require additional expense and will be so noted on your bill. A,s an additional service, NOAA provides other related geodetic data, i.e., gravity values, astronomic positions, preliminary adjusted horizontal positions, horizontal and vertical control crustal movement data, UTM coordinate data, etc. In most cases, these data are available on magnetic tape and/or paper. New micro-publishing techniques are being introduced in the form of computer-generated microforms and certain geodetic data are available on microfilm or microfiche. Charges for automated data are determined on an individual request basis and reflect processing time, materials, and postal costs. Secondary and tertiary information products such as the NOAH Geodetic Newssheet, information brochures and pamphlets, and diagrams depicting the status of the national control networks are provided free upon request. To obtain information and/or data, please forward your request to: 1'he Director National Geodetic Information Center, C18 National Oceanic and Atmospheric Administration 'Rockville, Maryland 20852 Tel: (301) 443-8631 E lion of the NAD since 1927. The project spans Greenland, Canada, Alaska, the conterminous United States, Mexico, and the republics of Central America. A parallel international effort is in progress for the readjustment of the National Geodetic Vertical Datum. This project will be accomplished over an 8- year period, involve over one million kilometers of leveling, and upon completion will produce a homogeneous set of new heights on a common datum. Geodetic Research The National Geodetic Survey carries out research and development activities in order to improve geodetic techniques and extend the limits geodetic knowledge. A major area of research NGS' geodynamics program. The purpose of thi program is to determine systematically the dynamic behavior of inland, coastal, continental shelf, and deep ocean areas of the Earth's crust. This will allow identification of stable regions and those subject to motion where human habitation, resources develop- ment, commercial activity, and environmental protection are involved. lion and Earth rotation information, a method called Very Long Base Line Interferometry is being used. Radio signals received from extragallactic sources (quasars) are observed by pairs of radio telescopes and recorded (along with very accurate receiving time) on magnetic tape recorders. This project, called POLARIS (Polar Motion Analysis by Radio Interferometric Sunrerying), also will provide data useful in crustal motion analysis. Crustal motion data are required for many pur- poses, ranging from siting nuclear power plants to determining areas of submergence or earthquake hazard. In the past, traditional geodetic techniques limited scientists to the use of historical data to iden- tify local areas of crustal motion. With a new genera- tion of instruments and space techniques available, regional crustal motion occurring over large areas in a relatively short time span can be monitored. Another area of research is the advanced itioning systems. NGS is investigating several nced systems for geodetic applications. One is t e Department of Defense's NAVSTAR Global Positioning System (GPS). GPS is a satellite system which is expected to achieve 2- to 3- centimeter ac- curacy for station coordinates anywhere in the world using several hours of observation time. Another is an inertial surveying system which may be tran- sported easily by helicopter or land vehicle, and which can increase productivity of a surveying crew by a factor of 10 or more in performing local survey work. The use of precise photogrammetric methods for network densification is also being tested and evaluated. Technologies such as these will have a profound effect on the future of surveying. Geodetic Data and Information Services Each year NGS responds to approximately 20,000 requests from Federal, State, and local govern- '., ments, and users from the private sector, for the following geodetic data and information services: I • Data for horizontal (latitude and longitude) and vertical (elevations) geodetic control stations with corresponding station description information. • Geodetic control diagrams covering the conter- minous United States, Aiaska, and Hawaii. • Gravity values for over one million points. • Calibration Base Line Data. • Astronomic and Doppler satellite data. • Horizontal and vertical crustal movement data. • Special services which include computer pro- , grams, historical records, publications, a~ related geodetic information. Some of this information is available magnetic tape or microform. For further informa- lion, contact: The Director, National Geodetic Survey National Geodetic Information Center, OA/C18 National Oceanic and Atmospheric Administration Rockville, Md. 20852 (Telephone: 301-443-8631) ~``~p ATMOSpyF,9/C 3' 1 ~ Z o y i ~ G V~ so eQ ~p4gTMENf OF GO~~ NOAA/PA 8002 • NGS is making use of advances in space technology in its geodynamics program. For exam- ple, in order to determine more accurate polar mo- The National Geodetic Survey U.S. DEPARTMENT OF COMMERCE National Oceanic and Atmospheric Administration National Ocean Survey The National Geodetic Survey U.S. DEPARTMENT OF COMMERCE National Oceanic and Atmospheric Administration National Ocean Survey Surveying was to play such arrlmportant role in our Nation's development that the Government's first civilian scientific organization was an agency known as the Survey ofthe Goasta-a direct forerunner of to- day's National Ocean Survey. Anticipating the need for better navigational charts and improved coastal mapping to assist the young country's waterborne commerce, President Thomas Jefferson established the Survey In 1807. Today, within the Commerce Department's National Oceanic and Atmospheric Administration, the National Ocean Survey produces millions of copies of a thousand charts of our Nation's coastal and inland waterways, and its surveys span the con- tinent. • ~('~ Although early U.S. surveys concentrated on coastal areas, as the nation expanded westward need for surveys of the interior regions became parent, Development of the national geodetic contr networks paralleled national growth. A horizontal control network was established to provide latitude and longitude, and a vertical control network to provide elevation, These networks provided the basis for mapping, charting, boundary demarcation, and large scale engineering projects-railroad and highway construction, dams, irrigation, and Inland waterways. Although these uses remain relevant to- day, space-age science and socioeconomic con- cerns require even more precise geodetic control. Legal, environmental, and political factors also affect the need for accurate control in urban areas, regions of natural resource development, coastal zones, flood plains, and earthquake hazard zones. Today, the geodetic networks consist of approx- irnately 250,000 horizontal and 500,000 vertical con- trol stations that are the responsibility of the National Geodetic Survey (NGS), a major element of the National Ocean Survey. The spacing and accuracy requirements of these networks involve coordination and joint planning ef- forts wlthother Federal agencies. In conjunction with the Federal Geodetic Control Committee, NGS en- sures that surveys funded by the U.S. Government are incorporated into the National Networks of eodetic Control whenever practical. Cooperative reements between NGS and other Federal, State, r local agencies stipulate that necessary Federal re- quirementsare met, along with meeting local needs. Special purpose surveys are sometimes planned to meet specific requirements. A recent example was a joint project between the National Geodetic Survey and the U.S. Geological Survey (USGS) to probe crustal motion in Southern California in support of the USGS earthquake hazard reduction program, This project involved precise leveling and gravity observations along x,000 i<ilometers of selected routes, and eventually became a cooperative effort also involving Ventura and Los Angeles counties, the Los Angeles Water and Power Department, and the City of Los Angeles. ~he Natlonai Geodetic Survey conducts field rveys of various types to establish geodetic control and obtain other specialized field data. In addition, NGS operates astronomic observatories in Ul<iah, Cati1., and Gaithersburg, Mtl., for the determination of a phenomenon known as polar motion, At its facility in Corbin, Va., NGS tests and evaluates new Instruments and equipment, modifies existing equipment, and designs and fabricates equipment o1 a specialized nature that cannot be ob- tained commercially to enhance the accuracy and reliability of modern geodetic surveys, NGS operations personnel assist State and local governments lay providing advice and training in the performance of geodetic control surveys to meet 1..J their needs, Through the network maintenance program, NGS solicits the cooperation o1 Federal, State, and local governments, and private individuals to preserve geodetic marks, Also as a result of cooperative agreements, NGS has geodetic advisors In several States who work with State personnel to solve local geodetic problems, After field observations have been made, precise computations are carried out in order to derive the best possible coordinates, elevations, and gravity values for stations in the networks, P, major effort now 1n progress is the redefinition of the horizontal vertical control networks for the entire North erican Continent. The new adjustment of the horrizontal North American Datum (NAD) will culminate with the un- precedented simultaneous solution of a system of 500,000 equaflons in 500,000 unknowns. This necessitates one of the largest mathematical ap- plications ever to be performed on a computer, The adjustment will result in new positions for network stations which will be placed in the NGS data base. The data base is designed to handle the enormous quantity of data and publish the computerized results. When the revised coordinates are published, the new datum Neill be known as the North American Datum 1983 (NAD83), This will be the first redefini- -~? What are t'he present status and future plans of NCIC? The initial emphasis of NCIC has been on providing better information on Federal carto- graphic data. In the future information will also be collected on State and local agency and private data, The goal is to provide information on the most useful U.S. cartographic data- existing and planned. As NCIC is fully implemented it will also be able to accept orders for data produced and distributed by other organizations. Ordering is presently limited primarily to USGS data, but agreements are being negotiated with other agencies so that NCIC can accept orders for their data. The goal is to provide cone-stop jnformation and ordering service for data user` who do not know where to obtain the data. Where can more information be obtained? Write to the National Cartographic Infor- mation Center, U.S. Geological Survey, 507 National Center, Reston, Virginia 22092, or call 703-860-6045. As the Nation's principal conservation agency, the Depart- ment of the Interior has responsibility for most of our nationally owned public lands and natural resources. This includes fostering the wisest use of our land and water resources, protecting our fish and wildlife, preserving the environmental and cultural values of our national parks and historical places, and providing for the enjoyment of life through outdoor recreation. The Depart- ment assesses our energy and mineral resources and works to assure that their development is in the best interests of all our people. The Department also has a major responsibility for American Indian reservation communities and for people who live in Island Territories under U.S. administration. ~: ~ __ t, >l yq _ . Thomas S Kleppe. Secretary . S_ Department of the Interior National Cartographic Information -r ~ ~.; _~ `+ F~`.ft .-j +~.5 ~~.-I.G7 i':r`~~ ~` tJ4'EII' .Z`'~1~ t j, fit '. 'i. of j.~ rat,, ~ ~ 1,~ r ~ ~ ~ ~, r.'~.. ~r - r .rz'. _. e~^`• I';efv,"5~ ::F..L."T: ~s~~R.-.~`inee9+ 'Nnr" f4 ~t -. ~. 11 For sale by tho Superintendent of Documents, ti.5. Government Printing Office R'ashington, D. C. 20402 -Price 3b cents xU.S. GOVERNMENT PRINTING OFFICE: 1976-211-385iS1 U. S. Department of the Interior/Geological Survey USGS: I N F-74-47 CRT terminals, coupled to automated data banks, will enable immediate access to millions of maps and aerial photographs. Nations! Cartographic Information Center ~NCIC~ What is NCIC? The National Cartographic Information Center (NCIC), established by the U.S. Geologi- al Survey, Department of the Interior, in July ~74, provides a national information service to make cartographic data of the United States more easily accessible to the public and to vari- ous Federal, State, and local agencies. At pres- ent, more than 30 Federal agencies collect and prepare cartographic data. Existing data include more than 1.5 million maps and charts, 25 mil- lion aerial and space photographs, and 1.5 mil- lion geodetic control points. Cartographic data include maps and charts,aerial photography, geodetic control data, and map data in digital form. These data have innumerable applications relating to the Earth and its resources including energy resource ex- loration and development, the construction of ghways and other public works, the classifica- ion and mapping of vegetation, land-use plan- ning and protection of the environment. NCIC provides a comprehensive system to make these data more readily available to users. NCIC uses the latest techniques of microphotography and computer technology to reduce the vast amount of information to a manageable size and to pro- vide afocal point for information on data pro- duced and distributed by many Federal sources. NCIC also provides information on some Fed- eral agencies' plans for future data collection- to help eliminate duplication of effort. Who is cooperating with NC(C? NCIC does not obtain all of the carto- graphic data from present holders; rather it col- lects and organizes descriptive information about the data, tells where they are located, ensures their availability, and provides ordering assistance. Existing government and private data centers will continue to hold and distribute cartographic data. Some of these centers will also provide for local users direct access to "NCIC" information through their existing pub- lic service facilities. Thus many government and private organizations are participating with the Geological Survey in forming a network of NCIC facilities. The Geological Survey and the National Oceanic and Atmospheric Administration (NOAA) are the principal affiliates in the net- work. NCIC provides professional assistance in selecting and identifying the best cartographic data to solve a problem. Cartographic Data Who has produced the data ~ What kinds of data 30 Federal agencies States Counties Municipalities Private companies u Maps Charts Aerial imagery Space imagery Geodetic control Digital data Cartographic publicatior Other survey data Geological Survey through: The Topographic Division houses, funds, and manages NCIC. maintains and distributes topo- graphic, orthophoto, and land-use map compilation materials; digital map data; and other closely related cartographic data. operates a system for indexing and cataloging maps and charts in coop- eration with the Geography and Map Division, Library of Congress. The Publications Division distributes printed topographic, hy- drologic, geologic, and other maps published by the Survey. The EROS (Earth Resources Observation Systems) Data Center stores, reproduces, and disseminates aerial and space imagery and elec- 2 3 4 NC(C Users What kinds of data How much Land use planners Energy investigators Maps Over i.5 million maps and Scientists Charts charts. Facat Natural resource managers Aerial imagery 25,000 new per year. Point Highway & public works planners Space imagery FOr Transportation specialists Geodetic control Over 20 million frames of Information Environmentalists Digital data aerial photos. Land developers Carto ra hic ublications g p p 1 million per year. Recreation planners Plant locators Other survey data General public ~ Over 1.5 million survey Agriculturalists '. control points. tronic data originally acquired by the National Aeronautics and Space Ad• ministration (NASA), various Bureaus of the Department of )nterior, and gages NCIC. some other Federal agencies. ibutes topo- operates and maintains an automated end land-use information and ordering system for Trials; digital aerial photography and space im- osely related agery and provides selected users with direct telecommunication access to the system. ndexing and arts in coop- The National Oceanic and Atmospheric Ad- hy and Map ministration through the National Geodetic •ess. Survey operates and maintains the auto- mated National Geodetic Control Fife. graphic, hy- evaluates, classifies, stores, and dis• ether maps seminates geodetic data and provides an indexing service for geodetic data. lbservation Some of the other cooperating Federal agencies with major cartographic holdings are: ;seminates Agricultural Stabilization and Conservation and elec- Service-aerial photography. Bureau of Land Management-cadastral survey data, maps, and aerial photog- raphy. Cartographic Division, National Archives and Records Service-historic maps, charts, cadastral plats, aerial photography, and other related cartographic data. Forest Service-maps, aerial photography, and survey data. Geography and Map Division, Library of Congress-reference library of current and historic maps, charts, and related lit- erature. National Ocean Survey, National Oceanic and Atmospheric Administration-nautical and aeronautical charts, maps, and aerial photography. Soil Conservation Service-soil survey and other maps and aerial photography. Tennessee Valley Authority-aerial pho- tography, maps, and survey data. Without the close cooperation of these and many other organizations in the Federal, State, and commercial cartographic communities, the "NCIC" idea could not be realized. What services does NCIC provide? NCIC provides different levels of service for the various types of cartographic data. For general purpose data-topographic maps and aerial photographs-the objective is to provide complete service, including the identification of specific products and assistance in ordering these products. On the other hand, only general information and referral service will be provided for special purpose cartographic data-geologic maps and land plats. The level of service pro- vided will change over time depending on them agencies' willingness to put data into the NCIC Information Systems and NCIC's capacity to in- ventory and add detailed information on these data. ~; : . 4 5 6 7 Through microfilm, thousands of maps can be easily inspected. --~~.~ t •~ ~ y L` ~ y ~. L A ~i. S 1Lj 7~ ~1_ ~• u ~~ "~i r •. t . • `~. . ~. n .__ !~, `' ~,. .~„ 3,~~d~r'. ~ ~ n ~ +a~ /~ Aerial photograph. _ li ~~~ • . ` N i, e tn,k~ , ~~ d il~ ~. ~ o ,l --L _ t •. I~i31'rl(~li;E i'2tLh, ~\',n ~' .: ~~ poll Bank ~ ~' ~ ` ~ .•~.~ . X \~ ~•~ .t ~~ ~ ~. ,~,. ~~._ , I ~• _, . -_ ~.. .._ -- a, -- --- -,------- t Topographic map. ] ~ ~,~ . A +j ~~ - ` k~ ., 4. yy~ \\\\ '~~ y °1 t~j, ~, 1 ~ ,'~ ~~ '' '~~ t ~-.,,~j '~` ~1 '~ `~x~+-~ _ _ a i~ ~i z ~ ' '~i ~ w ~> Topographic-bathymetric orthoph~otoquad. ,...~ ~ VER`~ 134 FT. OPEN !w~ ~ '~ =~/~~/~t./~'.....7f,r l-,.~YU! S .~~ _... v \1 P~~l/ /j/N -Z TOWER .. '43 ,,....I~ '.. / / .. Q~ za Q `~~ ~ ~ \25 Ra Ref"..26/ / /6.:: 3: TOW~~ ~_ r - / ~ R~ .. ..::..:`X ~ ~' ~ > ` ~ -~ if~~ ~`~if ~ ~ - Nautical chart. (Below) Aeronautical chart. --~.~ '. ~ \ t , ~< Ne;~un ,_ ll kr,,~;n~lA ~~~ ~ os~.,, -,.i.s~Clry ~ ~_. -j 1465 _ _ West Un~~n What types of cartographic data are included? Multi-use maps and charts including: Aeronautical charts Bathymetric maps City maps Extraterrestrial maps Flood plain maps Forest maps Geologic maps Highway maps Land-use maps Map and chart feature separates Nautical charts Orthophotomaps and orthophotoquads River surveys and dam site maps Slope maps Soil maps • Topographic maps United States maps World maps Survey data including: First and second order control from any so u rce'~` Third order control from any source that is useful'" Selected fourth order control Photogrammetrically derived control Selected private control Land plats Census subdivisions Aerial and space imagery from Federal, State, and private sources including: Photographs Satellite computer compatible tapes Photomosaics Other remote sensor data Closely related data such as: Cartographic educational materials, at- lases, gazetteers, and other related litera- te re Digital data representing detail on maps and charts Geographic names ^- Most of these data will be held and distributed by the National Geodetic Survey Information Center (NGSIC) of NOAA. The National Cartographic Information Center will provide additional access to these data. r~ ~ ~ `If 1' tom" , ~~~I ~ ~~ ~~ ~~ ~~ Y~ Rv ~__ I i_ ^' ' ,, or ~;~ is / xti ~ i C `~~ _...~,~ 1 r7~"'~°'T~"'1 1 i r t Land-use map. , ~ iu BRAY (~ • (~ 'I VOR, 1AME5T0 I II HOMER, STATE POItC Geodetic control diagram. ~l ~ ,,~;-> 7 ~,~~ Y r 1 J ~ ~ ~~. ~, , ~ ~ _ ~ 'n; ,. ~~ 1, ., i. I - ~.I ~. .. ~~ ~, 1MESTOwN 24 27 23 ~ \~~2 °, RADIO IJ~ S O KADIO I ~ 5T ~ Geologic map. (Below) Orthophotoquad Sy ti '"Y _i ` ~".~ ~- ,ter... f.~ l: ~. ~, ,~ ~ ~ - ....>:... ~s _ r