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HomeMy WebLinkAboutSEP2011-00068 Jefferson CountyEnvironmental Health Department r 615 Sheridan St., Port Townsend, WA 98368, (360) 385-9444 " SEPTIC PERMIT APPLICATION i UG 18 2011 Eitt, 13 PROPERTY OWNER: Shaw, Veronica&Charles fir-ersp x, MAILING ADDRESS: 152 Florence Street, Port Townsend, WA, (,OUB 98368 environ �` PHONE: 360-774-1144 SYSTEM DESIGNER: JSF Engineering. POB 44. Port Angeles.WA.98362 Designer Phone 360-452-8500 Job#:_05018 LEGAL DESCRIPTION: Section: 19 Township: 30N Range: 1W PARCEL#: 947-200-003 Subdivision Name: Discovery Ridge Preserve Division: - Block: - Lot(s): 3 Site address I Directions to site: Cape George Road, south past Fire Station, next drive to left, east, with chaingate. Tanglewood Lane, Port Townsend, WA, 98368 SOURCE OF SEWAGE/USE: TYPE OF WORK: WATER SOURCE: Residential: X New: X Tank/s only: Private: X Residential ADU: Modification: Public: Commercial: Expansion: Community: Upgrade: SITE SIZE: 10.2 acres Repair: Previous Evaluation: SYSTEM TYPE: Partial Repair-(tank): (drainfield): Yes, #: SEP08-22 Conventional: Designate Reserve: _____ :: by Randy Marx___ Alternative: X Redesign: No: SYSTEM DETAILS: Number of Gallons/Peak Day: 600_ Soil Type: 4 (attach soil eval.) Application Rate: _0.6 gal./sq.ft./day Drainfield Length: __ 60' rock, 74.5' sand ft. Trench Width: 10'r, 25.4 ft. Trench/Bed Depth: 12"+ sand in. Septic Tank Size: 1500 gal. Pump Chamber Size: 1500 gal. TYPE OF SYSTEM: Mound By signing the application form,the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any omission of a material fact made by the applicant/owner with respect to this application packet may result in this permit being null and void. I further agree to save, indemnify and hold harmless Jefferson County against all liabilities,judgements, court costs, reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access&right of entry to Jefferson County&its employees, representatives or agents for the purpose of application review&any required later inspections. Staff's access and right of entry will be assumed unless the applicant informs the County in writing at the time of application that he or she requires prior notice. Inspections shall occur during regular business hours. Initial here if you require notification before entry Appeal-A person aggrieved of a decision of the Health Officer may appeal. Appeals shall be submitted to the Health Division in writing within fifteen days after receiving written notice of the decision. DISCLAIMER -This application is for an on-site sewage system that meets the state and county standards in effect on the date of application. This application for an onsite sewage system DOES NOT assure you of any other County approvals. For example, it DOES NOT GUARANTEE that you will later obtain permission to build a permanent residence or other structure on this parcel. Any fut re applic.,+o will be separately judged by the rules and laws in effect at that time. X ►� Property Owner Signature Date FOR ?FFICE USE ONLY / _ PARTIAL '�`j C), V •" ASBUILT /t/' Lir P FINAL U/2 / , AP RO ED INSP/PUMP EST 7 s ki, PUD 6/'/ Z,A1 7 C--D ALL HOLD Q. MET / Date 7-1/ 1 � Fee - Rec# ' bLe Check# �� Case#SEP It—b SEWAGE DISPOSAL PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend WA 98368 (360) 379-4450 PERMIT #: SEP11-00068 Date Received: 08/23/11 SITE ADDRESS: TANGLEWOOD LN Date Issued: 10/06/11 Date Expires: 10/06/14 APPLICANT: CHARLES L SHAW PHONE: VERONICA K SHAW 152 FLORENCE ST PORT TOWNSEND WA 983689803 LEGAL DESCRIPTION: DISCOVERY RIDGE PRESERVE LOT 3 TGTH W/UND NT IN TRACT A SUBJ TO RESTRICTIONS OF RECORD PARCEL#: 947200003 Section: 19 Township: 30N Range: 01 W DESIGNER: JOHN S FLEMING PE PHONE: (360)452-8500 J S F ENGINEERING 1240 W. SIMS WAY #45 PORT TOWNSEND WA 98368 DISCLAIMER- This approval is for an on-site sewage system that meets the state and county standards in effect on the date of application. This approval for an on-site sewage system DOES NOT assure you of any other County approvals. For example, it DOES NOT GUARANTEE that you will later obtain permission to build a permanent residence or other structure on this parcel. Any future application will be separately judged by the rules and laws in effect at that time. ALL CONSTRUCTION AND DEVELOPMENT ACTIVITIES MUST COMPLY WITH ALL PERMIT CONDITIONS, STATE AND LOCAL CODES, AND RECOMMENDED STANDARDS AND GUIDANCE DOCUMENTS IN EFFECT WHEN THE PERMIT IS ISSUED. Permit issued to CONSTRUCT, ALTER, REPAIR OR MODIFY AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM IN JEFFERSON COUNTY,WASHINGTON Thls permit is issued for a period of three years (unless otherwise stated above) in accordance with Jefferson County Rules and regulations for on-site sewage syst- codified 8 15 amended per ordinance no. 06-0719-07. This permit may not be renewed. / / /9. Jefferson County Environ, ental Health Specialist The property owner is responsible for the accurate location of all property lines.Any removal of or major disturbance of soil in the primary or reserve drainfield area may create site conditions that are unacceptable for the installation of a sewage disposal system. Any change in drainfield or tank location may invalidate this permit unless prior approval is obtained from the Jefferson County Environmental Health Division. If during excavation or development of the site an area of potential archeological significance is uncovered, all activity in the immediate area shall be halted, and the UDC Administrator shall be notified at once. HEALTH DEPARTMENT MUST BE CALLED FOR FINAL INSPECTION. SYSTEM DESCRIPTION: 170-MOUND No. of Gallons per Day: 600 Type of work: NEW Drainfield Trench Septic Tank Length: 74 feet Width: 25 feet Depth: 12 inches Size: 1,500 gallons SPECIAL CONDITIONS APPLY - SEE REVERSE CONDITIONS OF APPROVAL - PERMIT NO.: SEP11-00068 1.) Dry season installation required. 2.) Septic tank and pump chamber to be water tight. Extra protection (i.e. Bentonite)to be used around inlet, outlet, and risers due to high water table. 3.) H - AS PER WAC 246-272A AND JEFFERSON COUNTY CODE 8.15 ALL ONSITE SEWAGE SYSTEMS REQUIRE THAT A RESTRICTIVE COVENANT REGARDING THE MONITORING OF THE ONSITE SEPTIC SYSTEM BE RECORDED TO THE PROPERTY TITLE. THE PROPERTY OWNER SHALL ASSURE THAT MONITORING IS PROVIDED BY AN APPROVED ENTITY AT THE FREQUENCY DEFINED PER STATE WAC 246-272A AND JEFFERSON COUNTY CODE 8.15 AS ADOPTED OR AMENDED. A COPY OF THE RECORDED OPERATIONS AND MONITORING AGREEMENT IS REQUIRED PRIOR TO FINAL APPROVAL OF THE SEWAGE DISPOSAL PERMIT 4.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 5.) Health Dept. required to observe pressure test with system designer when system fully installed/complete, 48 hours notice to be provided for scheduling. 6.) Designer must be contacted prior to start of construction and for inspections during installation. DESIGNER IS REQUIRED TO DO A PRECOVER INSPECTION ON ALL TYPES OF SYSTEMS. 7.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health ONE WORKING DAY prior to start. 8.) H -An asbuilt drawing and certification of completion by the designer is required prior to final approval. 9.) Before final approval is given, the designer shall provide an operations and maintenance manual to the property owner and the Health Department. The manual must instruct the owner of the on site sewage system on the ways to properly operate and maintain all components of the system. 10.) Approval/issuance of a sewage disposal permit does not guarantee the approval of other development or a building permit on this site. Compliance with other Jefferson County and Washington State Codes is required. 11.) All construction and development activities must comply with all permit conditions, Washington State and Jefferson County Codes and Recommended Standards and Guidance documents in effect when the permit is issued. 12.) Approval of this sewage disposal permit does not preclude the permit holder from complying with the Unified Development Code for other/future development on the site. 13.) This parcel was created through Discovery Ridge Preserve under AFN 491110 recorded 11-01-2004, Volume 8 page 28 thru 37 with the Jefferson County Auditor's office. 14.) The project shall adhere to the Best Management Practices (BMPs)to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 2 of 3 11/22/19 I:\F_SEP_Permitmod.rpt 15.) Site plan dated August 18, 2011 is consistent with Discovery Ridge Preserve Plat. 3 of 3 11/22/19 I:\F_SEP_Permitmod.rpt Z 0 0 C U • C m O Urni _ 8 x //////// z O U sz ca_ 4 ."111.1 n a IL 0 ILI to • _Al yIf 1 �._� _ Np O W . w Ll• el co m ':-.11 ''�' �H� J\ Or W w c° ''`���///,` �� pN I ▪ V m WETLAND/ 'P' '� d O OC U . co -o U r oAidaS vi o / Ill a ®® ...c..r. _____ • ____. 3 N QC Q� 03 / "U� ") 40 Irt s-- =W�mom2?° / NI' 1,-. � O CI 1-m o, 0Q�v, / N o� NI z�smo�o�o N CO °' 4, ap-4h? a veQ2=hea WW0 0 CC Li Lu k- Lk.ct tivjj~ °pZj4� (1-------. W O�~pWZZU�v~i �� LJm�U�W OU4�� cn�-- Ojly �2�ZW�pU� CL0 k'2WZv. 0 L.o~QOQc� !! § �WU0> ~�2 0 �WWS�StiQ mo>� m�Q a o��mmol Cd U1�QQ a Z Q� ��OpJ� i.' SQ k-��Uq U �o2~mQogm ill k '.-L. 1.-) 0 q z�z��Jomm �m� ^mi�� Q z�V00. 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L, v)Z Op E5L> tia Z x W Qo?_� ��cc 1,1 `` p e 0. P I--CD CO n La` —ec O Oct� p I--. x V1`LCr La 0 La U �� o2ti R Otim )( )LL �2 `r x OQ \. • cc O 2 N t\ in 0 x Wo 3 Z H 3 1,1 �o Q Z 14.1 WV ►- t 7.61 Z 4C 0 2 vi Id 3 pU O` x )-- ,c_ OH cn o o 13 •�COJSO xLt a Q P Cli EN °oZ� 7x .s._ � Um �� �ivZWQ 0U 2 cc 0 co ti Lt p� �J ¢'J v'mz �W 4io tn oU N= z m N " �� W ow �' Q O z 4-1 Ly a o f CC ^a o�� - w W2 �� • coU W Ce S JEFFERSON COUNTY PUBLIC HEALTH, 615 SHERIDAN, PORT TOWNSEND WA 98368 CONSTRUCTION INSPECTION REPORT For RECORD DRAWING Designer MICHAEL DEENEY Permit# SEP 11-00068 Installer MARTY KITHCART WITH LANDMARK EXCAVATING Parcel # 947200003 Electrician Design Flow 600 GPD Property Owner CHARLES SHAW Site Address 53 TANGLEWOOD LN., PORT TOWNSEND, WA 98368 Answer all questions or indicate NA Tanks, Pumps and Controls Date Insp. Tank (manufacturer, size, baffles) 1,500 GAL. 2 COMP. W/BAFFLES & OUTLET FILTER 3-30-17 Pump chamber (manufacturer, size) 1,500 GAL. 3-30-17 Screen(s)and/or Pump Shroud (type, location) PUMP VAULT W/ BIOTUBE FILTER 3-30-17 Were Tanks tested onsite for water tightness? Yes / No Panel Model AQUAWORX IPC-SG Timer Model AQUAWORX 6-7-17 Pump 1 — Man./Model ORENCO PF500511 Flow Rate 61.8 gpm 6-7-17 RECEI1ED Pump Location (i.e. garage, treatment unit, basement) Bottom of transducer to bottom of tank 26.25" JUN 08 2017 Float settings (above bottom of tank) / transducer settings Timer Functions: (above bottom of transducer) Jeffoniori County On/off - 0.9" On - 1 MIN 5 SEC erIVIIMIteffter NUM Veto - 22.8" Off - 238 MIN 55 SEC Alarm - 22.8" Veto On - 1 MIN 5 SEC Storage Above High Water Alarm: 466 gal. Veto Off - 238 MIN 55 SEC Dose Counter Reading: 0 DOSES, 0 VDOSES Gallons/Dose: 66.7 Elap. Time Meter Reading: 6 MIN 02 SEC Pump Throttled? Yes / No Dose Drawdown: 1.87" Pump 2 — Man./Model Flow Rate gpm Pump Location (i.e. garage, treatment unit, basement) Bottom of transducer to bottom of tank Float settings (above bottom of tank) / transducer settings Timer Functions: (above bottom of transducer) On/off - On - Veto - Off - Alarm - Veto On - Storage Above High Water Alarm gal. Veto Off - Dose Counter Reading: Gallons/Dose: Elap. Time Meter Reading: Pump Throttled? Yes / No Dose Drawdown: If additional pumps complete this info for each D:\Data\Wpw\County&State Forms\Jefferson\Construction Rpts\Mound\Shaw,947200003,Alt sys 2010-2 FRM.wpd 06/08/17Page 1 of 2 Pre-Treatment Date lnsp Sandfilter basin high water alarm shuts down pump to Sandfilter Yes / No Sandfilter Basin size/location Sand Fill met design spec? Yes / No ATU (manufacturer, model) Alarm tested Yes / No Disinfection Unit (manufacturer, type, model) Independent Alarm Yes / No Drainfield Transport Pipe Size/Sch. *2" Feeder Size/Sch. 6-7-17 Orifice Diameter 1/8" Lateral Size/Sch. 1.25" 6-7-17 Barrier Material GRAVELLESS CHAMBERS Cover Material/Depth 12" to 15" 6-7-17 Residual Head (lat.# & ft. Head) 90" 6-7-17 Source/Manufacturer of Drainrock/Gravelless chambers Drainrock Clean? Yes / No If no, what action taken? Mound/Glendon Site Prep. DUG THROUGH MOUND SAND IN SEVERAL LOCATIONS TO CONFIRM APPROPRIATE INTERFACE BETWEEN MOUND SAND AND NATIVE SOIL 3-30-15 Mound Length 60 ft Width 10 ft Depth NA inches Caps for measuring residual head stored (location) COMMENTS (inspection notes, changes from design or deficiencies in installation) Attach additional sheet(s) if necessary Other Aquaworx panel settings: Swam: , Zbios: 07 , Autoclear: 1 doses min-sec. * BACKFILLED PRIOR TO INSPECTION, LOCATION PER INSTALLER MECO VED Health Department Inspection issues resolved Yes / No / NA If yes how? Users Manual Provided to Homeowner WITH RECORD DRAWINGS Date Tank/component Decommissioning Report Attached Yes / No / NA Installer Certification attached/signed Yes / No ATTACH RECORD DRAWING stamped/signed by Designer or Licensed Professional Engineer I certify the information provided above was verified by inspection (with exceptions as noted, if any). I also certify that this on-site system was installed in accordance with the approved design and verified through periodic observations of construction such as site plowing for mounds, pressure testing with all system components exposed (no backfill, except over transport pipes), and final inspection of the completed system (with exceptions as noted, if any). 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REcEIvED AUG 18 Co:11; TSF Engineering Jeffers on John Scott Fleming Engineering, Inc. i:nvironenf>�il r 1240 West Sims Way#45, Port Townsend, WA 98368 voice: (360) 452-8500, 800-248-6008, email: jsfEng(c�olypen.com or john.jsf.engineering@gmail.com - SOIL LOG - March 10, 2011 Client: Veronica &Charles Shaw 152 Florence Street Port Townsend, WA 98368 Location: Tanglewood Lane, Port Townsend, WA 98368 Parcel#947-200-003 Excavated: March 9, 2011 by John S. Fleming, P.E. &Charles Shaw Logged: March 9, 2011 by John S. Fleming, P.E. Weather: Partly cloudy Test Pit Y: Restrictive at 24"+ 0-24" Brown&light grayish brown sandy loam, < 10%gravel,weak subangular blocky structure, low penetration resistance, common roots, moist. Type 4 soil. 24-28" Light brownish gray gravelly sandy loam, moderate subangular blocky structure, low to high penetration resistance at 28", few medium distinct re dishbmottlecmmon roots, moist. Type 4 soil. arra 25 .440".‘(&. c uii Como) V leOc b _ " _ r'` Test Pit Z: Restrictive at 29"+ )60"'‘C-ie `9-e 0-24" Brown&light reddish brown (from burn)sandy loam, < 10%gravel,weak subangular blocky structure, low penetration resistance, many roots, moist. Type 4 soil. 24-29" Light brownish gray gravelly sandy loam, moderate subangular blocky structure, low to moderate penetration resistance, common roots, moist. Type 4 soil. i, oit /1\010I i fcil \i: lit 04 /I 19c411-- 1,46-(2sL 0 i 40,60 11,iii iit .t ,,,p_c_ d)t_ (9-q -t--/_ Soil Log for Shaw,Job 05018,Page 1 - - - e4i4A vt- . , / AA, F • JSF 50- ---' ,, i John Scott Fleming Engineering, Inc. P.O. Box 44, Port Angeles, WA 98362 voice: (360) 452-8500, 800-248-6008, fax: (360)452-3383, email:jsfeng@olypen.com - SOIL LOG - October 26, 2003 Client: Henley Group, Ltd. Thomas E. Roth �n • Location: Lot 3,APN 001-192-002 Ju I `c �61� Excavated: Dan Morger, Morger Construction, others pre-dug by others i" \ jf).9 Logged: John S. Fleming, P.E. n(� Test Pits with yellow flags,restrictive layers greater than or equal to 18" �y 4 < Test Pit#209: Restrictive,a ato 26",average 20". Type 4 soil with gravel. Test Pit#212: Restrictive aet) to 43". Type 2 &4 soil.t{-2 0 �J Lt y Test Pit#213: Restrictive a 20 to 24",average 24". Type 4 soil, gravelly. ,-.7,—(..i)� 3d Test Pit#237: Restrictive a 24 0-24" Strong brown gravel sandy loam, moderate subangular blocky structure, low penetration resistance, common roots,wavy boundary 18-30", moist. Type 4 soil. 24-130"Gray sandy loam, massive, high penetration resistance, few medium distinct reddish brown mottles, dry. Type 4 soil. 14 Z33 E) Test Pit#307: Restrictive a(19"(+) 0-19" Light reddish brown o •rayish brown gravelly sandy loam, weak subangular blocky structure, low penetration resistance, common roots, wavy boundary 18-26", dry. Type 4 soil. 19-32" Gray sandy loam, massive, moderately high penetration resistance, few medium distinct reddish brown mottles, dry. Type 4 soil. Test Pit#308: Restrictive at ) • 0-19" Light grayish brown sandy loam, moderate subangular blocky structure, few charred roots, many living roots, wavy boundary 18-27", dry. Type 4 soil. 19-34" Grayish brown sandy loam, massive, moderately high penetration resistance, dry. Type 4 soil. Test Pit#309: Restrictive a 30' 0-30" Brown sandy loam amy sand, very weak subangular blocky structure, very low penetration resistance, few charred roots, many living roots, wavy boundary 29-32", dry to moist. Type 3&4 soil. 30-42" Gray sandy loam, massive, high penetration resistance, few medium distinct reddish brown mottles, dry. Type 4 soil. Test Pit#310: Restrictive at O (1 0-19" Grayish brown &red•ish brown sandy loam, weak subangular blocky structure, low penetration resistance, charred roots, many living roots, dry. Type 4 soil. 19-37" Graysandyloam, massive, moderatelyhighpenetration resistance, commotme ) . 9 yI• prominent reddish brown mottles, dry. Type 4 soil. It i ` C•r\ ' \ Lot 3 Soil Log, Roth,Job 03 '3 Pam s tit j 7 JSF John Scott Fleming Engineering, Inc. P.O. Box 44, Port Angeles, WA 98362 voice: (360) 452-8500, 800-248-6008, email: jsfeng@olypen.com - SOIL LOG - October 22, 2008 Client: Veronica & Charles Shaw 152 Florence Street Port Townsend, WA 98368 Location: Tanglewood Lane, Port Townsend, Jefferson County, WA, 98368 Parcel#947-200-003 Logged: October 9, 2008 by John S. Fleming, P.E. Additional soils work for Re-design to SEP08-22 Test Pit A: Restrictive at 20" Hand dug 0-12" Light brown sandy loam, weak granular structure, low penetration resistance, many roots, wavy boundary 12-18", dry. Type 4 soil. 12-20" Light brownish gray gravelly sandy loam, moderate subangular blocky structure, low to moderate penetration resistance, common roots, dry. Type 4 soil. 20-23" Gray gravelly sandy loam, massive, high penetration resistance, dry. Type 4 soil. Test Pit B: Restrictive at 34" Hand dug 0-34" Light brown sandy loam, moderate subangular blocky structure, low penetration resistance, common roots, dry. Type 4 soil. 34-36" Grayish brown sandy loam, massive, high penetration resistance, dry. Type 4 soil. Soil Log for Shaw,Job 05018, Page 1 of 1 / �" / sc0TT F4F Z M ����i� X,,2` of WASy4 44.0 0 I AMPAIIIIP 4" nli6, G)ci N inN 0 0, f p; co n ]_d_dI IE , O �NAL z _ � 0c0 , ..„:"-'1> '4: 'si S� sT \ N , W i ' — • X jX Z CO ELI U- .,/ EXPIRES: 5/25/05 W J O o ' !, O \ NORELEASE T oPodNAL�GNATURE. L` D_ Z ado �, 0 oA� ISSUED://_3,.03 1- I— O CO11!-‘, l o (v N a) O 0 LO a O N N N _ a O r7 `. N I� N z = Q o Cc / U) I Ci)N � � I = LLJZ- NI I— O Z NA. I \ 00 I— U Q Cn III o CL 0 Q xto O >- >J &\ N� _ w J � I— C) o `'w' o0) Wow 0 0 ; Q p -- �' .. a�# W W OP U 0 i0 n SCALE: In 0'10' 60' 120' ►' IN FILE: O in 033STP.DWG In N I. JOB: I 03033 IN p O Revisions: CC) C7- I In \----1 y Lioda SHEET CY) , �1l OF 14 ..,.. , IIIY1111H111R°1s.�.�r1r°,. .14/.14/1446•4 , rr.1 .Own. 44 IMM MOW MI MAT MLN RAW Discovery Ridge Preserve A Long Plot Subdivision located in Section 19, Township 30 North, Range 1 West, W.M., Jefferson County, Washington CAPE GEORGE VILLAGE,DIVISIONS VOLUABSOPPLATS,PAGES 15-16 ami I LOT 6LOT• AFN 362272 / I I AFN 430596 / 4 I SEE SHEET 2 FOR S89.J'ZO.W, YQW,YIEM oescRoW.11Y�u N / ro.a.2J \ i 24 M [♦\ I \EDGE OF ENALDING % 11 ENLELOPE \ R, DUFFER e u' _ ! �iTER 1.-IL,2100 LOT t Wetland \ ACRES \ fL-j` •ioa• \ 6R 5-8 l4k I 1 wF Sa}� 1" �,� i �A ., R;o Hk LOT 2 D.NR RIGIITOPWAYPLAT LO.T23 u qy{5-3 L°I L$ VOLUME 26 OF SURVEYS, + BUILDABLE AREA Awe 1 700' ,-4' I I �.`� PAGE 163 1 5- �•' {� A / b.ry �zr2 a. 1549,13. II I R \''''. � 1{_t� 27:F.:1 ' ' Y 0310 I ro-poor unun A,77 \ rs �� 26 211 273 - \ I EASEMENTS PER RENS '707 LTM I B II 4002e1 AVD 490292\ 1}t_� �� `� _� GG I y `, __ 24538 1 $ $ A 2Je t( Nea•za'zew eoo.2J jj, I I P 230 _....�I-.—IO --- Agra 1 40-FOOT auo D.N.R. 800758 ,clA I L12BY(/RY/!SS fASCYENl I 1 235 ..„),,I , /LW: / �' I \ ' RHO I PURPOSES PER I A I / 19 SCE "CM v r240.12 � I I /W I REMAND° WeNand y 00' wcn NLn D (�j�j NIVI 400290 Ecol I 2.S3 A , se, TIP Al BUFFER 'a-t`_t j �llallT "` I zs 2JrA \, �� ' 4 A A \ / 278 A\� 1 • 229 `�-. %YI9 A, 8 I A \� 2° N i \ "I9 BUILDABLE AREA 227 LOT 4 22J A Aj\��_�1- LOT 5 .,.: .i., L.. / I236 10.6 ACRES 222 2221 1"b1 /; .30-FOOT INGRESS, 1___..-4----.------,... JON X - EASEYENr xrY•r7TrvicEWES ANO LITYITY I 1073 J AND IJP,° \ 226 / {L$r LVF,' �L�+].E\j} I j j j I BUFFER A . J E i i I I V O 5-6 4J W iii i i °"5-1 I - ` EDGE 0r NX(OWG 224 / ENVELOPE A BUFFER `''• 55'r. 10° \..."-------- State T1s / state or WMahingtm ei I t A + ( 16y5 AFN 185359 "' I wetland,I, sansasw b .2.er Ne9'12:34wr 774.1511 i I 5011E22 g + y l t ( BUFFER / 1 Al ,� - /BUrrur 1- NORTH P" 1 LOT IS I R * WETLAND j BUILDABLE AREA LOT 13 1 , SEE NOTE 1, SHEET 2 ti ti 50 . TRACT A p 12.0 ACRES - o 100 200 g I _______------., N -!` --.-\ ! SCALE IN FEET See Sheet 9 See Sheet 10 NO7ES LEGEND 1. SEE SHEET 2 FOR ADDITIONAL SECTION SUBDIVISION INFORMATION SET 5/8-INCH REBAR WITH RED PLASTIC SURVEY CAP STAMPED • TRI-JOHNSTON PLS 375.11"AND PLASTIC GUARD STAKE 2. SEE SHEET 2 FOR NOTICE TO POTENTIAL PURCHASERS ' FOUND 5/8-INCH REBAR WITH RED PLASTIC SURVEY CAP STAMPED J. SEE NOTE J, SHEET J FOR WETLAND DELINEATION INFORMATION A ATI-JOHNSTON PLS 37531"PER VOLUME 26 OF SURVEYS, PAGE /6J 4. LOT 4 AS SHOWN HEREON IS SUBJECT ro AN EXCLUSIVE UTILITY 0 I 19" SOIL TEST PITS EASEMENT TO BENEFIT LOT J FOR THE INSTALLATION, OPERATION,AND y00 YOB IIS,b BUILDING ENVELOPE WITH 20-FOOT SETBACKS FROM FRONT PROPERTY , REPAIR OF A WATER SYSTEM AND APPURTENANCES THERETO. THIS EASEMENT SHALL LIE 5 FEET ON EACH SIDE OF SAID SYSTEM AS IT '• •N�r ".r LINE AND 5-FOOT SETBACKS FROM SIDE AND BACK PROPERTY LINES IS INSTALLED IN THE FUTURE. jI� �r '' 5. THE SOIL TEST PITS AS SHOWN HEREON ARE IDENTIFIED IN THE 4 • WELL To BENEFIT LOTS J AND 4(SEE NOTE 4) DISCOVERY RIOGE PRESERVE SOILS REPORT PREPARED BY JSF ♦es'aloL.Q ATM JEFFERSON COUNTY AUDITOR'S FILE NUMBER t'� ENGINEERING, DATED OCTOBER 26, 200.1 Nor ALL SOIL LOGS SHOWN sF - I ARE SUITABLE FOR ON-SITE SEPTIC SYSTEMS. CKAL IJJ� 111 , SUB03-0003 R:0\1..0, I:r.L0,;.\1M�.RrrRaM.,,�Lti,.R. Sheet 4 of 10 C I101010160:104 rcOe1RAEs 1014 ,CALL r--100' 11A7C'01/20/2004 ','4-l ` NORTHWESTERN TERRITORIES, INC. Discovery Ridge Preserve w NAM or SYS _a En Laid Surveyors-Gsoloquts PLAT CIIECI®IV:SYS Nit Conslruelio°Mspeclian-Uoleriab Testing a Long Plat Subdivision "NAL for: Henley Group, Ltd. arkN IW) "err .Cr 10 _ NTI 47 7011111000.,roe mem ammo'en(Ye)W-WI wonWumn