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Home My WebLink AboutSEP2004-00233 Jefferson County Department of Community Development 621 Sheridan St., Port Townsend WA 98368, (360)379-4450 SEPTIC PERMIT APPLICATION PROPERTY OWNER PATRICK& LYNNE MONNAHAN MAILING ADDRESS 15315 UTLEY ROAD SNOHOMISH, WA 98290-7749 PHONE ( 425 ) 334-7253, (206) 283-8780 SYSTEM DESIGNER NATHAN N. CLEAVER Designer Phone# •!-598-6546 �( LEGAL DESCRIPTION: Section 33 Township 29N Range 1 E PAR L#970-800-327 & 970-:+•-Si'• Subdivision Name MATS MATS BEACH Division Block Lot(s) 2 , = ' E= '21-332-034 Site address/Directions to site 261 Bayview Dr, Port Ludlow TL-X:970-800-402,-315,-324,316,-326 SOURCE OF SEjNAGE/USE TYPE OF WORK WATER SOURCE Residential V New Tank/s only Private Residential ADU Modification Public Commercial Expansion Community Upgrade Repair SITE SIZE 13,150 +/- SYSTEM TYPE Partial Repair-(tank) (drainfield) Previous Eva do Conventional, Designate Re erve Area Yes#SEPU4-00233 Alternative Redesign No SYSTEM DETAILS Number of Gallons/day 240 Soil type 4 (attach soil eval.) Application Rate 0.6 gal./sq.ft./day Drainfield Length 15 ft. Trench Width 20.33 ft. Trench/Bed Depth NA in. Septic Tank size 1,000 gal. Pump Chamber size 1,000 gal. TYPE of system GLENDON BIOFILTER M-31 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,judgments, 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 and right of entry to Jefferson County and its employees, representatives or agents for the sole purpose of application review and any required later inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the 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 future application will be separately judged by the rules and laws in effect at that time. .Xt✓ 8rt y•1 ltvt- ®N 09— JAa. . t G iluN Property Owner Signature Date Kt f�` 01;LS FOR OFFICE USE ONLY (e i � •( �1 J t • '446 I (� ARTIAL ASBUILT i �� FINAL �� (-44 -ter: ,�Uf a ) INSP/PUMI;TEST C1 91� /,i ) 49 .A/k\\ ""` "� •l ALL HOLD REQ.MET D te_ Z Fee,G C Rec#/ Check# t3 Case#SEP �l�'—�'3�J H:\WEB\PDFs\Septic\septic_permitapp_2008.DOC ` oF 236 SEWAGE DISPOSAL PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend WA 98368 (360) 379-4450 (800) 831-2678 PERMIT #: SEP04-00233 Date Received: 05/03/12 SITE ADDRESS: 261 S BAYVIEW DR Date Issued: 12/14/11 PORT LUDLOW, WA 98365 Revised Date: ' 06/15/12 Date Expires: 12/14/14 APPLICANT: PATRICK R MONNAHAN PHONE: 425-334-7253 15315 UTLEY RD SNOHOMISH WA 98290 SUBDIVISION: BLOCK: LOT: PARCEL#: 921332034 Section: 33 Township: 29N Range: 01 E DESIGNER: NATHAN CLEAVER PHONE: 360-598-6546 CLEAVER SEPTIC DESIGN INC. 1990 KIMBALL ST. NW POULSBO WA 98370 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. Permit issued to CONSTRUCT, ALTER, REPAIR OR MODIFY AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM IN JEFFERSON COUNTY, WASHINGTON This permit is issued for a period of three years (unless otherwise stated above) in accordance with Jefferson County Rules and regulations for on-site verge systems, codified 8.15 amended per ordinance no. 08-0921-00. This permit may not be renewed. �^ Jefferson County Environmental 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 UDE Administrator shall be notified at once. HEALTH DEPARTMENT MUST BE CALLED FOR FINAL INSPECTION. SYSTEM DESCRIPTION: 280-GLENDON BIOFILTER-M31 No. of Gallons per Day: 240 Drainfield Trench Septic Tank Length: 15 feet Width: 20 feet Depth: 0 inches Size: 1,000 gallons SPECIAL CONDITIONS APPLY - SEE REVERSE CONDITIONS OF APPROVAL- PERMIT NO.: SEP04-00233 1.) The revision approved 6/15/12 replaces pages 4, 8 and 20 of the design approved 12/14/11. The Glendon model M32 is being replaced with model M31. 2.) 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. 3.) H -Well at NE portion of 970-800-402 to be decommissioned as per WAC 173-160-381 by licensed well driller. Contact Jefferson County Public Health for information on required applications and inspections. Verification of decommissioning to be provided to Public Health Department. 4.) H - Recorded easements required for primary and/or reserve drainfields and transport lines. Easements recorded 12/5/2011 with the Jefferson County Auditors office. Any changes or corrections to the easements shall be completed prior to final approval. 5.) H -The permit for work in the road right of way and crossing of county road under permit UTL11-00026 from JC Public Works must be completed and granted final approval before the septic system can be finaled. 6.) 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. 7.) H - Permanent barriers are required along/around primary and reserve drainfield areas to protect from parking, driving, and other land disturbing activities prior to final. 8.) H -Once installation of the septic system is complete, the project proponent shall contact Jefferson County DCD to schedule a site visit to review conditions within the wetland buffer. SEPTIC FINAL SHALL NOT BE ISSUED UNTIL DCD HAS REVIEWED THE PROJECT AREA. 9.) 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 10.) H -An asbuilt drawing and certification of completion by the designer is required prior to final approval. 11.) Health Dept. required to observe pressure test with system designer when system fully installed/complete, 48 hours notice to be provided for scheduling. Page 2 of 5 I:\F_SEP_PermitRedesign.rpt 11/22/19E 12.) This system must be constructed by an installer certified by the Jefferson County Public Health Department per state code WAC246-272A-0250. 13.) 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. 14.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health ONE WORKING DAY prior to start. 15.) 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. 16.) Setbacks to all wells- 100' required from drainfield and reserve areas. 50' required from tanks and effluent transport lines, EXCEPT as specifically identified in the approved plan. 17.) 10' separation required between a Water line and all portions of the onsite sewage system; effluent transport line, tanks, treatment and disposal components, EXCEPT as specifically identified in the approved plan. 18.) Setback to surface waters- 100' required from drainfield and reserve areas. 50' required from tanks. 19.) Dry season installation required. 20.) A 30' setback shall be maintained from the disposal component and reserve area to any downslope footing, curtain or interceptor drain or drainage ditch. 21.) All components of the septic system are to be completely protected from vehicular traffic or mechanical disturbance. 22.) Drainlines are to be installed along the natural contours. 23.) Contact designer prior to installation for staking of drainfield area. 24.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 25.) Any portion of transport line under a driven way is to be sleeved/cased or equivalent. 26.) 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. Tanks shall be tested onsite and verified to be watertight into the access riser by the Designer. Documentation shall be provided with the record drawing. 27.) Dose counter and elapsed time meter are required in the control panel for all system components. Page 3 of 5 I:\F_SEP_PermitRedesign.rpt 11/22/195 28.) This site has been granted a waiver from the state onsite sewage regulation 246-272A-0210 Setbacks. 50' setback from a well to the transport line required - request is to reduce it to 25'. Compliance with conditions of the waiver is required -extra protection of the line, cased in schedule 40, polypro line using designated joining method, pressure testing for line integrity. 29.) H -This permit is granted based on the recorded RESTRICTIVE COVENANT combining lots 31-33 of block 3, Mats Mats Beach to meet the minimum land area required under WAC 246-272A Onsite Sewage Code. COVENANT recorded 12/30/2010, AFN 556895. 30.) 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. 31.) This system as designed and approved is sized for only one single family residence. It is not sized for an Accessory Dwelling Unit(ADU). The minimum daily design flow per residence is 240 GPD. 32.) This approval is valid only with a connection to an approved public water supply. 33.) The proposal was approved based on information provided in the Flood Certificate dated 7/23/2005 received 7/26/2005. 34.) 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. 35.) The July 12, 2011 site plan submitted for this application shows all construction for installation of the Glendon outside of wetlands and wetland buffers. This site plan also shows that an existing access road can be used during construction. Based on this, trees within the wetland buffers shall not be removed for access to work areas to install the Glendon. The access road shall not be widened to install the Glendon. 36.) A portion of the transport line alignment on South Bayview Drive has the potential to be wetland. Installation of the transport line shall not alter existing drainage patterns and the area above the transport line shall be restored to existing grades and contours post-construction. 37.) The site plan shows a reserve area outside of the wetland buffers. There is no vesting of reserve area locations for critical areas, such as wetlands. Therefore, development regulations in place at the time of application for reserve area permitting shall apply. 38.) Based on the site plan received July 12, 2011, no mitigation plan is required. In the event that the access road is widened, trees are removed from the wetland buffer, the understory vegetation is cleared from the wetland buffer, or the original grade of the transport line is not restored, a mitigation plan shall be required. If mitigation is required based on a DCD post-construction site visit, the mitigation plan shall be submitted and implemented prior to issuing a septic final. Page 4 of 5 I:\F_SEP_PermitRedesign.rpt 11/22/19£ 39.) A shoreline exemption will be issued for construction of this single-family residence and will include installation of the septic components located within 200 feet of ordinary high water mark. The project proponent shall adhere to all conditions in the shoreline exemption. Page 5 of 5 I:\F_SEP_PermitRedesignspt 11/22/19E JEFFERSON COUNTY PUBLIC HEALTH, 615 SHERIDAN, PORT TOWNSEND WA 983689 ASBUILT INSPECTION REPORT For RECORD DRAWING Designer WAT144h1 N. CLE4VEtz Permit# SEP 014'00233 Installer "ADAM StJieE2T-a 1-1p UtCCIPIANINc Parcel # Cl2►t--632-034. uomomo Electrician vgt,e1D "SL'E{'CIZA.C„ Design Flow 2. 40 Property Owner A-CR1G Mi7WNA14 grime'CA* ct' o-sto- i k -$ "'32S Site Address 2Jot SovcWBAYUtex1109-we 1;70m- tmolova Answer all questions or indicate NA DATE Tanks, Pumps and Controls "�fi�tt INSP. Tank (manufacturer, size, baffles) Cerrrpt,3 OUMA\}. lit'1)O Q U.OtSj 243061e. t2.0 2- Pump chamber (manufacturer, size) C.Ort t1.1 1 ■1MC3 13000 C.Orkk.104 t5_ea20(2. Screen(s)and/or Pump Shroud (type, location) -3V 11E F'i f -SGY:j.. u rt 6 0 wItl� Ot3Tt�' cr-kS l 1j ui IWWt 1C. -1R. ty Puvw(f TA4J�C_ Were Tanks tested onsite for water tightness? (CO No Panel Model ttQ.v#WOtK I +'.-9 Timer Model 3OSgPT 2014 Pump 1 - Man./Model O AWCO1PF100A-7/ Flow Rate t gom 30 U4 Pump Location (i.e. garage, treatment unit, basement) Putowp-t'ssa►k- Float/transducer settings Inches Timer from bottom of tank- On/off- „A. in Functions: On /min Veto - y4t in Off- sec/e/hr Alarm - in Veto On - 5< e•;min Storage Above High Water Alarm ip gal. Veto Off- • sec(gab hr Dose Counter Reading �, ®e lilt # gallons/dose 4, gal. Elap. Time Meter Reading DD: AS-;50 min/hrs Pump Throttled? Yes /0 Dose Drawdown (in inches) A/4 in Pump 2 - Man./Model Flow Rate pom Pump Location (i.e. garage, treatment unit, basement) Float/transducer settings Inches Timer from bottom of tank- On/off- in Functions: On sec/min Veto - in Off- sec/min/hr Alarm - in Veto On - sec/min Storage Above High Water Alarm gal. Veto Off- sec/min/hr Dose Counter Reading #gallons/dose gal. Elap. Time Meter Reading min/hrs Pump Throttled? Yes /No Dose Drawdown (in inches) in If additional pumps-complete the info in this table for each and attach. Other Timer functions & settings (e.g. override on/off) -AlIrD 4. k. 2.2- DOSES J H:1 WEB\ONSITE\Asbuilt_Report_Form.doc 04/28/10page I of 2 PAGE 1 OF 14 „,/,...,,, Pre-Treatment - ,-0 Date insp 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, schd, diameter 2 at,a,S2tT Pbtj Manifold size/schd IIISCA440 2.S.144 21ota. Orifice size M et Lateral Size/schd lwscM 40 2.€1. 61.201S Barrier Material N4 Cover Material/Depth vv .3w nb/ t2 21 .14.12a>V3 Residual Head (lat.#&ft. Head) NA- The laterals/pods were balanced ilp/ No aa_Sater 2.0tst Source/Manufacturer of Drainrock/Gravelless chambers CO Tbltl REOI MttX Drainrock Clean. No If no, what action taken? Mound/Glendon Site Prep aoo.» 2A2— Drainfield Length 30 ft Width 19 ft Depth /IA- inches Caps for measuring residual head stored (location) COMMENTS (inspection notes, changes from design or deficiencies in installation)Attach additional sheet(s) if necessary 'Tis TRbeKcfor ar L,u4 ,__s)t5__1.1K16: tv u.,-t- 2.0∎2. .EACKA t.- ,c`._- l; _ .c .N• -iyla #C ,_,.i.�=• turn* ,,,. t Z 3 tom tc i.10. OF 51 S. Health Department Inspection issues resolved Yes/ No/ NA If yes how? Users Manual Provided to Homeowner / -'''' Date l ' l� 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, T1i E SYSTEM WAS INSTALLED AS DESIGNED AND APPROVED by JEFFERSON COUNTY 4( I/DATE) OR THAT'CHANGES HAVE BEEN NOTED AND T tE SYSTE IS IN ° 'LIANCE WITH WAC 246-272. '% 'l r 'r i 11 5766 257 Designer Signature Date License# H:\WEB\ONSITE\Asbuilt_Report_Form.doc 04/28/10page 2 of 2 OF I i 1_ \ N1 i � I , \ � APPROX. SCALE: 1'° = 160° . l ' 1 I THIS IS NOT A SURVEY v . 4 I \ % • . a ,_----‘, li / 1`—"— —____-- . (a. ti 1 1 1 .. I �:, _ ,:' e or A, Soil Log 1 I `�, �• , or----7„\`?or j Tree , . /117A10- -111,*, I —•••— Wetland Buffer I r - - •w� - "^I( , _ I'r I , I — Wetland Boundry I ------ Existing H2O Line — Proposed Easement 1 i •+ '� I ( Wood Stake 4 :1,i — �. :F.. Transport Line Casing a--._?".. MATS MATS BEACH A 1 Transport Line ; l , \ tI .'---- \', ♦\ � ` \ + gI I . ! Jill \`v r � 4 i1i1Z. , s 1 e♦ 4I 1 i { ', .1 ,, 1r U4, 1 `.-� 1 , 4 4 1 , i' j i ,, ��, I •Ian,. -,� cell litt =�♦ �I -1. ` 4 .' ' • 1 J t` r I:' : r' 1 1 RECORD DRAWING ,s , ,. , :-.. '- - . , x i♦ �t 4 4, V it I I 1 I ,, • 1 ••, •J. '1 4. 7 y . llt,i.il i '.i Nathan Cleaver Septic Design, Inc. lea / Phone: (360) 598-6546, Fax:360-598-6548 r7 ' Q 262 NW Thompson Road, Poulsbo,WA 98370 `� / /;'' m E-mail:nathan @nathancleaver.com /' ' ' CUSTOMER: Patrick& Lynne Monnahan .,'_. —' 'k — �' k t HOME TAX ID#: 970-800-327,970-800-328 / ,.xa , ;111 iC- DF TAX ID#: 921-332-034 I - � TRANSPORT LINE CROSSES: 970-800-402, vv•, " ,.!.• .!' . i 970-800-315, 970-800-324, y)e,.`, `',mom ' 1 + 1 , 1 I1 970-800-316, 970-800-326 ,�'' A�� ,_ - LOCATION: 261 Bayview Drive, Port Ludlow '_,! .- f' E DRAIN FIELD:361 Mats Mats Beach Road �S�, ,1 DRAWN BY: DLR, JW ICS NNC {S)a�. 5,.0251 :R"` f ° ,Q, NATHAN N CLEAVER •?J+ y' , - DESIGN BY: NATHAN N. CLEAVER LIC NSED D SI ,. R 711 '°� DATE: 20 AUG 2010, 7 SEP 2010, EXPIRES ��,>. l �, R,I" . 10 DEC 2010, 14 DEC 2010, 1,,,.. REVISED: 13 JUNE 2011, 11- JULY 2011, • , E;•, 25 APR 2012, 3 APR 2013, RD: 19 NOV 2014 PAGE 3 OF 1 4 11 .,333::',111 ... -3 1. ■ az, .0 • ii,A. ; - i (D / I 1. , All I IHUB/NAIL 117 .,. ' f 1 ■ r- -7A-1- - - -1--- e Z=14.72 , ' 116 i l' ' i 3,3' - : i , I , I , — Z4. I - W 1 I t . . :1 RC 3.0 S 1 " / ■ > 1 I ..... 11 LEGEND ii--- 7:11111::\ I ii.,,.cc f.,.., f-----1--- -- 1-8 i--0 1 ' 0 ' 1 ..,1„ I a II 1 , i 0 1 A II i I. : I 1 ,...—,* 'AIL ..............,.3•3,m..,,,.,....•,,,,..,,...•*,,,m,.........„..„-,..„.,,„ ei,, 11 or A, Soil Log • i • I s...... SCALE: 1" = 20' i i . Lu -' : 1-0 IL-1 A : -,„.7; \';',/ r-----\ II :::.-..-_, or..----,' -----or k. Tree .11 THIS IS NOT A SURVEY , f --- ' ' I 4,> 1 1 5%. - I ighLi : EL,„ 11 ''''4: 3-.' / \\ r 11 `•,-..--- , A -.. ; I ; ,>-. ; i 1......... I ... I I I; i. ,.; , ;< ;1 -7;0 i (X) SI_ 11 r ; .;, .,-. i 1 Co ! - 1 C.'") • 2 5 ... ....••••_ Wetland Buffer i ' , i ' 1 I ' i I - ,,,,, I if';!-- I I •■•• •••■■■ Wetland Boundry .„.- .1. 1-- I i'l,- 71/45f ‘) . , . / LI i D i - / Lz.. r, ,-3- 1 ,......" --- -- Existing H2O Line , ,/ 0 f I , f f , ,if I 5 A ti ' : cn 11 , : ,.. . ; : , — -- Pro osed Easement• 11 Proposed , I , I . / - , ,....-, . „,.. v - ....-.....:____ • ' 4 25d 3%7 I 0 Wood Stake : / .. ------. ; , • , . .e.,,' 1 71 FRC 3 ._ 362 ! 16 I , .‘,.. N. I .3481 --7 5.59 2 ..--* \I 746 FR S 88 14'22" E 174.99' — -.......-Transport Line Casing 118 SPK ' I . ,/ °.... ; Z=1 8 Z=16.44 -.C.IV() I Transport Line , i 7344:F*,fie'1 4a , .......,—..-._..i .., ' lir ( ,„,,, ..., ' '' ' •. :1' / ::1 ,,, , 6-•%''••-, , , 2 6 ,i T A ,, . ,...., , 1, ; , i; 1 ; SL-3 , ! , = , 1 , a- L ;i ', CX):, 1 . . Crl ' ' 1 ' t---:4) RECORD DRAWING 1 .,, ,- ,,, , „„, , : A , , -- 3,, - t,- .., )' , , A ' if- if. ,„ !I I 1 I 1 L• .A.; S 881422" E 152.49' , zPK13.1614 \, I \ ,, :4'3:43 V. i •., 'II , t 743 FR413 —___.__ ....-7 0 \ ' ., \ . : Z=14.4 I 4.-- '4 ''s'' •-• 4" C', I I 2"200 PSI POLY PIPE --------->'''`-, 5'MIN 1000 GALLON PUMP TANK r , ‘-'1 .5-,11 1000 GALLON 1 . 345 1 , HUB/NAIL 113 ; 3425 Z=15.04 ' 7RB lo, : / ! . i 1 7 .4.------4,._,:::1 it oi _ CO 1.- SEPTIC TANK . ._, . ..-..--, i i•-..\•:' ., .s. \\ , Lne-,,,,,11, ,.... ..,::.,1 ' . TRANSPORT LINE , ',el; at. -.„ ' \ - I' • '`, _ u., / L ,,,,,,,, ,rl, i 11'1 11,,\'‘I's,10E.,.',,T...43:.......›,....,s pio.rt\'\11'4141,s.ti,fi.,.:.;C:511:::-.:Fil.,,' '4'1:01-\';-(9.---11 I 1 1 • 00 I - 1 ' ' 14 i' : .,, , _,.. , I 1 . , \ ...'' il' 1 , , Le CP '.., - 1 \ , ,,' l''., . 1 I ; ' ‘ \\ \ sl N3 \ N. N \‘ S. 88° 4 NEW r ,_,/ , , °-•- 1 C.) 1 I 1 — w.""'-'''''''''' •-,-••• BEDROOM -7 341 , ." ' ' ' LL. !. •Z=13 8. SFR 34i i - --Q- _ \ 4 : 74 FRC 342 I i i --'^-,_ i I i , it ED ‘ , Z=3.82 - x . I t . -' LLI 111 ' • \ . - "PP i ? t ' % i % 1 ; ..1-• I "3 .I. ›—sis I-4 I 28 \ \ r 4 ; I 3•.'3' '' -..4. 1 44`, , k / j?,,. , i 1 % \ I t I / .1 21=13.13 I, 1-1") \ r., 1 / , -i,,,,, ■ ' '--• 1 ' 7 i‘i,. EXISTING TRANSPORT 1 11 1 1.-- ( EASEMENT LINE i - . I. 0 A r , I , 1 ., il' z ), 1 , C\I I - t kt, ' I ' I I t t i 1 I , I \ -A I 1 14.57 = 1 1 •• I ' 1 337 , 1 S 88°1422" EI,116.39' 1 , , , ,:: , I 'P:i.',.! ,y..„,„,ecer-V''' ' ' '' 37 FRC 3.37 I i . I 7 1 0 1 „20' 1 - FRB 338 ' i s.19, 339 ,..,.:1, ' 1 Z.--13.7q.' I 1 : I 738 I 739 FRC 339 i , 1-S.'-;itt-,—fr' 1 3 1 : ' ,I l, I Z=9.44 Z=434 I , I \ \ I. ;4.... I/ 1 i I/' I f i i iii I 1:...1,A: 1 ,_I... Ifte...., / / il ' / 1 I il I 1 I . ■ : f 1 ' • , I SI :,, .. II I 2 9 I tY) . A. _ l\l'(,,,, i. t' Lo !,, -4 , 1 0, / Nathan Cleaver Septic Design, Inc. r..--/ -,, - Phone: (360) 598-6546, Fax: 360-598-6548 -- \ -.......q - I 1 1 , s- , 262 NW Thompson Road, Poulsbo,WA 98370 s / E-mail:nathan@nathancleavencom \ I S 88'1422" E ‘ , i\., • ,..1 , •,, ' - •,,„ - : , - ,. CUSTOMER: Patrick& Lynne Monnahan s 1 S "it,..•,' lc _.1 11/ 1 23,69' , ,-----, 'Nr RI 334 yr, ,..... .......... ............... .......7' HOME TAX ID#: 970-800-327, 970-800-328 s ..., . . f .: , . s . , 705 F.4 :3 -- 4 101 .61 ' _ 9.1;10...B.WIN7Ls.... .100Pka ;1400M,€;,....MM :ieNIV* '.''''' \ i''...:r ; I ' ; Z;41 3-2• / FRC 01' :735 22I1Q IF TAX ID#: 921-332-034 --- - . I 011; . IZ ..... / (r)A.3"..,A,.78 TRANSPORT LINE CROSSES: 970-800-402, / ' I ‘00" ; ." • I 6 • ' -..4 - , ,,,.. \ ,,, H , ,_ 1 o ,/ . 970-800-315, 970-800-324, .! • 1 : , .. , . . -4.- 1 ! / 43 t t, ai .0*,... / 970-800-316, 970-800-326 \ ; ..r.) • ... I I I \ ... S 1 1 ,\ ' LOCATION: 261 Bayview Drive, Port Ludlow 3 ii I ! JO' I 313K'(-• 3 ,'N... ),...,.. '.'''''. IL i, ' ! oz). • I 'V'SP. :2110251 %Oil' )/100:: ,NATHAN,N.CLEAVER .. • DRAIN FIELD:361 Mats Mats Beach Road ` ,. \ .....- ,Ir c'0-> -100g ED bE3i ' DRAWN BY: DLR,JW, ICS, NNC ; - I i If) .... \ ..-'' \\______ EXPIRES - , - ' , '"- DESIGN BY: NATHAN N. CLEAVER I.• i 3.-- 1 Approx. Existing Sh:.c ... DATE: 20 AUG 2010, 7 SEP 2010, -- , , . srs...., . .... ' °'"W--.________ 1 0- : 1 1 .... ---- Approx. Hose Bib 10 DEC 2010, 14 DEC 2010, i hl ! - ,2.7. „.. ; I ; P I ; . -' . REVISED: 13 JUNE 2011, 11 JULY 2011, , i i ",, ' -4.- 25 APR 2012, 3 APR 2013, i iv . - S 88°14'22" F 131.09' , , ! . I:.,., . ...._. _ , I 4t":Li ...., ""i 704 FRC 3 1 -1.....,....Oviaiwasma.+71fianoseasmoomemsewommelmassogssremossawammottms.assa* a RD: 19 NOV 2014 108.19 ..,. 332 __ , -.- . -, i 412.43 1 FRB 332 732 2, ., I / , i I • I.1 : ,. . . 2=6.48 .-,,,... s1=3.,7,57. ,, 0 ; - . 1 il _. , 1 ! , , , i . , p 1 I i 1, : ''T'I \ PAGE 4 OF 14 , T ,h.,. • i , ,I i ,A7t. „ ; ' 1 i ; I / ;' Approx. Existina Shed DRAINFIELD EASEMENT ' � i I LOTS 27-28 _,r�L_t � i \ (RECORD D 1 . u TH r , . - •..WX ,. • 100.5781— 1 i '; . — .7. 7 1,771r.:,:i ,17,7_9_077-7,,O,, 0,,,7 E TR/IIL TO WELL I °T _ n f :4 _ i ) 3 I i------------- ---------- I \`t� a �';t 0.148 acres : fs \ § .� t • ' • 100%Reserve Area IW tt d• - 0 \� /// f , �'j\� e (7 LOTS 27-28 'I ',-,. f,,M-Al.L. ,,,!„,,,.. l'•-•' /1r'ii , tilt 41" / -I / 1 t 30'Downslope ti • tiProtection Zone i \ 0, 100%Primary(2) Glendon M-31 , °^k- .I �� N 15'x 20.33' f" 7 ■t , , �'t f W LOTS 27 28 t` V ` j I ! ,a / 4/Nc`) !79.782" - N 90°0'0" W rr+i WA] 'r,,' .., d ,fi t 1 ' i 9 i (111PM V 1 / *'4, SL-5 _ SCALE: 1" = 20' •• � . ► SI B f\ l THIS IS NOT A SURVEY •i al rn 1 to t 4 N • ; �1 � � �, i l w • t a. SL-4/4 1 / was a. •� t f ��/ t , t ` 6 • % V' Ili ,, .. r . , to , , , \ , \ .,. ,,_ \ ,, „:„„, .° % • \ -LEGEND i }, •® ? ! f� k//` y l'i _ or i Soil Log t •`.� l\, , • F r or�7 or Tree ! ♦• et' ,®�\ L-• •••-- Wetland Buffer .� //,� Wetland Boundry ''t -P Ul p AA i 3 L • , ------ Existing H2O Line �' ''... ' •--„,..// .--- - % un 1. L— : 11 (1 II TRANSPORT LINE EASEMENT • !i ' ---. Runs up existing road to avoid Proposed Easement ( {i. �� /t' t rw1 P 9 I \ •. disturbing wetland buffer. 0 Wood Stake 1 i---i ° '- °/ 9 i k , I/ ° `�-Transport Line Casing •�� ' N 1`; ' T i 1' (3) 200 PSI POLY PIPE Transport Line ?_rte ( .p TRANSPORT LINES W $. A' 1 .� • _•• :\\/ #1 )1 ' �` //cry , Nathan Cleaver Septic Design, Inc. • . �' f� •Phone: (360) 598-6546, Fax: 360-598-6548 �\ ,''',,, CC/ "" 262 NW Thompson Road, Poulsbo,WA 98370 • ••.+� .. Cp/yam, L- 70 4 E-mail:nathan @nathancleaver.com �% ` a �• _ Dr`I y CUSTOMER: Patrick& Lynne Monnahan °��`• �. °. i'- I HOME TAX ID#: 970-800-327, 970-800-328 , `.� ,t: / C� DF TAX ID#: 921-332-034 ' �� ' '• I TRANSPORT LINE CROSSES: 970-800-402, 3 -.....,,,,,-.---'-- V..':''-2/i-I:.?V,- ` 970-800-315, 970-800-324, . %� " :P 4 mot, �° �t 970-800-316, 970-800-326 � ' � • , � �" LOCATION: 261 Bayview Drive, Port Ludlow ,I�:o•W,�ti ',,, # DRAIN FIELD:361 Mats Mats Beach Road -s' a ,, ,'.,�,.� „ • ;� fA. \. .°, t.)).' TRANSPORT LINE/WA i DRAWN BY DLR,JW, ICS, NNC „,,,,,L'),,,.. `� \ s17,,,•?;--,-�e&w 2”200 PSI POLY PIPE DESIGN BY: NATHAN N.CLEAVER NATHAN N CLEAVER ,7` •j�a.;., , . 40 PVC FOR 20 FT 1 NS D D E-. ■�� - '�- ¢1 ��\ DATE: 20 AUG 2010 7 SEP 2010 d� c. Ir%ph y_ `� /, ��, '�- � 1.♦ r EXPIRES `��4. 1 �tS;; �.. 10 DEC 2010, 14 DEC 2010, _ \ REVISED: 13 JUNE 201 1, 1 1 JULY 201 1, 1//: �y, ,/ • '/ 1 �'\�� 1 i- --�' 1' , Jd- ,, i� 25 APR 2012, 3 APR 2013, �� f 7 �/� . • ,- % RD: 19 NOV 2014 4 1 /i' ``� `= ' =� ‘1.- i �,ti; , r ,,4 ,a �� ;PAGE 5 OF 14 �. `� i • ,s•, a CONTINUED ON MAP 2 [A] Istl-''i ; _ --. JJJ I _ { III i I •, - \ r"7 .4 '��. RECORD DRAWING : 1\ _ �N) S S!3 14'22"E 152.49' — \-,......-1 -_ 5'_Ml _ - SCALE: 1"=30' _ .----- } 1000 GALLON PUMP TANK' t � " 1 °` 2"2 00 PSI POL PIPE 1000 GALLON ' THIS IS NOT A SURVEY ' TRANSPORT 'E � �}.ffi SEPTIC TANK .' � it 7 WATER/TRANSPORT ' a ♦ .� , LINE CROSSING r---- �,,, � 7 -`�; 55:, NEW ■ (SEE DETAIL) � V > i '"` 2 BEDROON!�� 1 --- �1_ ! k` GJ .�� SFR ° r w 1' I �\ r#' spy 1 ��/ lilt ' � '!.: 28 1� ,1' / EDGE OF RIGHT OF WAY! :! ,', 1� I PROPERTY LINE Ex'STING TRANSPORT 1' ! 0 EASEMENT LINE , 1 CO ft ! ° 3 00 PSI POLY PIPE 1 - I .( r. T R...-•oRT LINE 1 I t _ MLA/It I EKiS,lE3C WELL 1 ' S° 1 I y► i 01.20' 15'MIN.SETBACK _. I 1 I 1 - 1- _ 15 13 _ t L I i ) D 1 Are 1 1000 GALLON ) 1 , i `�; 1 1 1 PUMP TANK Lff 11 1 �r`�� I '�`'� 0 1000 GALLON I '"` ! I SEPTIC TANK I (� I f I111 1 ! ! t 1 I I WATER/TRANSPORT A°- -1 _..:-..\\,, t ; ' ! LINE/ DRIVEWAY o ' E I I , CROSSING } .r s<s's°; ' / \� (SEE DETAIL) t i 1 _ 1 ft ' — Q 1 ►IL N _{ _�' } _ � ��l oo I ? � �,�� 2 BDRM �/ 0 22.108 , I \ : ,\ . --0 SFR .,, .., , . ,,,i() >.•:.- :: , ..n Ii , 1 1 't♦, w S F i .I. 1 ,JJ� PROPOSEp If j t• •:.„.♦ r tl1 ,, caa .... ♦ .ri /'Ii ! I to 1/ f�A J •\\\\ ! I I Approx. Existing Sheds r \V ' Z. \l!' ?' ' Approx. Hose Bib . ii I i 1 ' .� t LEGEND s 1 I 1,,= `�88'14'22"E 131.09' ;i -.- - I' 1,1--" I 2"200 PSI POLY PIPE -!- I - 1 ,g-.-,' 5'MIN.SETBACK - i TRANSPORT LINE 1 or Soil Log _ i ?r0 1000 GALLON �, �'� I i ui ; • ! i,.,i, PUMPT TANK _� -- 1000 GALLON \ 1 z I. &, I 5'SETBACK SEPTIC TANK Approx. Existing Shed 1 :or 3 or Tree /11 :p 1 L'' �� (To Be Removed For 1 ++ r#02: ,/ / , CASP Requirements) I W l i \ •••— Wetland Buffer -� .. r ' l'.:..\, � NEW _= 31 I 1 • • Wetland Boundry o -; `- 2 BDRM SFR ----- Existing H2O Line 1 s �, , , 1, O. x.14°22"E +` 1 — — Proposed Easementf ��P. --© /� 7 8.131 -- Wood Stake c —' '1 I ' PROCas>o `ommos-Transport Line Casing I l f Transport Line ' I / 8 Z t , ' 1 ' 7 ! — -- ! ;8'8 '.2"E 7 72,39' '' -_ N 22'47'3*" . 1 5.7+' f / V) 3 3 / w , j , ( Nathan Cleaver Septic Design, Inc. i ;' 4.1.1k Phone: (360) 598-6546, Fax: 360-598-6548 !t /' 262 NW Thompson Road, Poulsbo,WA 98370 -I a may;; % I R;41›.4 E-mail:nathan @nathancleaver.com I { CUSTOMER: Patrick& Lynne Monnahan j /• i "c5 HOME TAX ID#: 970-800-327, 970-800-328 ! % -1 i j DF TAX ID#: 921-332-034 TRANSPORT LINE CROSSES: 970-800-402, , ; ; ‘4\41)* 970-800-315, 970-800-324, 9 ! . ; . 4.4C■C' 70-800-316, 970-800-326 �,.t:-% �. fF LOCATION: 261 Bayview Drive, Port Ludlow ' tiii \11\1?4* , ‘ DRAIN FIELD:361 Mats Mats Beach Road ' - , , ` . ' ,//y �> yy DRAWN BY: DLR,JW, ICS, NNC ''� �� DESIGN BY: NATHAN N. CLEAVER �'0, ""S DATE: 20 AUG 2010 7 SEP 2010 ". ,, g`sue 10 DEC 2010, 14 DEC 2010, I (`yZ•'' .14% 0 NAThq, , -CLEAVER 37\ REVISED: 13 JUNE 2011, 11 JULY 2011, i I !..D D i fir;,; 4,7 25 APR 2012, 3 APR 2013, 1 EXPIRES RD: 19 NOV 2014 AGE 6 OF 14 • c 1 i ! I 'r CONTINUED ON MAP 3 [B] 1 ' Nathan Cleaver Septic Design, Inc. ° x Phone: (360) 598-6546, Fax: 360-598-6548 I I _ - 262 NW Thompson Road, Poulsbo,WA 98370 _ _ E-mail:nathan @nathancleaver.com I I CUSTOMER: Patrick& Lynne Monnahan 1 HOME TAX ID#: 970-800-327, 970-800-328 1 DF TAX ID# 921-332-034 -034 N} SOIL"TEST PIT TRANSPORT LINE CROSSES: 970-800-402, SCALE: 1"=30' i` 3PK 970-800-315, 970-800-324, � THIS IS NOT A SURVEY � `O72 < 970-800-316, 970-800-326 s( `� 1o. ,/ 3839 a°°° LOCATION: 261 Bayview Drive, Port Ludlow ° It R. ' '., DRAIN FIELD:361 Mats Mats Beach Road I '—^----_ (3)2"200 PSI POLY PIPE ' „,,� ,...-. TRANSPORT LINES .w„„�":I I +) a a - DRAWN BY: DLR, JW, ICS, NNC DESIGN BY: NATHAN N. CLEAVER DATE: 20 AUG 2010 7 SEP 2010 . , , �. f - 10 DEC 2010, 14 DEC 2010, EE `� 1'5� C . _ REVISED: 13 JUNE 2011, 11 JULY 2011, ' .� ' r ' 'ter: `I I , , - _.___-__ - `'' - 25 APR 2012, 3 APR 2013, %" '& I i ` RD NOV 2014 I L_----- 1 _- / EKSTNGWE[.L I J ' 1 ff LEGEND ( F 3 I iS � ' 3. I. or Soil Log 00 I <.,,,,.. 1 „ ! ,,, - , , . ,� a,` r) I� T, Or Or Tree it i ! 1 - 't«°`�`. , 1 , . I 1 � 11 •'/ �J —•••— Wetland Buffer 11 F. a, to ____-- O` ' C7 L. I 5 — — Wetland Boundry II � r z �I, i Y ( ------ Existing H2O Line Ii ,' `� _ — Proposed Easement II ., �. ' ti Wood Stake , 1. t _ ''u, •DRIVE `mss-Transport Line Casing ._.- I Transport Line , - Ns.,. - �-r 39 E I ii x'22 E 242,98' \ I� I r 366 ' `0(CL BAWIEW/F60iARb5 �,.•" ._ `., �.ay. � FRC 366 746 (� •L.•. _�. Z=2841 )'; 1 _ ROAD/WATER/ �` TRANSPORT E RECORD DRAWING // 0 (SEE DETAIL)1./ ' ' � I I v , p r �? t ! f 61 , p 04 SPM-� •.756 FRC3 6 'f-' Ll 1I' �1( '�`, r ,f 2$.wi \2=2291 146,09' ' ` A 1 ?°F / , . 23 ^ ! ✓ Si:2R # ! r I s I ./ 1 -,.- S 88°14'22"E 131, g' .. ." y p, y II z° 3 Pte" 6 I: f"d�" I .- ,A-_ di �►I 24 p ` f i WATER/TRANSPORT .: -a,a 1 HUB/NAIL 117 LINE CROSSING �� / I r—; ——- —O Z 14.72 i W I ,. °1 "P 181.38' (SEE DETAIL) �� Z > , 3° - r- —I-- --0 I I A. f 863 ,. , I° ' J 1° j C tit 3 362 V t �, `' 1 34':. :RCS c c ( 120.94' 4=F'v 346 il 88'14`2"'"e,. E I i .7J' +w. �° °°"• a•_ Z=1'.67 + j Z186.44K '746 2" `�' N 88 1 4?,_ �4 C ti) ' r'f 1 ._-I ;2-1'. N �� i ''?1 '�/�1' NATHAN Nom.CLEAVER s" + "`' �r I t SIGN R A, \r'r ' PK 114 CC C 1 13.16 1�� I}, ; I< I. S 88°14 ,")it r 152.49' ( f 343 I r S 1 X43 FR 1: 3 i z Ta.a' __— 5'MIN 7000 GALLON PUMP TANK ———— ii1 I - —-_—_ H16/NAIL 113. b .--. f 1-� )` 2 200 PSI POLY PIPE I 1000 GALLON Z-15.04 i'' - w TRANSPORT LINE O 0 SEPTIC TANK CONTINUED ON MAP 1 [A] \Q� . 11 = , ••-. A ! , 1 1 `,;f CONTINUED ON MAP 4 [C] 1 Nathan Cleaver Septic Design, Inc. ,t Phone: (360) 598-6546, Fax: 360-598-6548 ,, ^ , 262 NW Thompson Road, Poulsbo,WA 98370 E-mail:nathan@nathancleavercom S3 CUSTOMER: Patrick& Lynne Monnahan T - - i �1 -- HOME TAX ID#: 970-800-327, 970-800-328 ._ 1 :�, iI. ..E-I= DF TAX ID#: 921-332-034 TRANSPORT LINE CROSSES: 970-800-402, sSI�'ss' , f1 970-800-315, 970-800-324, ` m 1 ttlev .. . ,, s Imo . v----- . i, F . ° ,.,S ,L1,ti 970-800-316, 970-800-326 EXISTING WELL '- `` II LOCATION: 261 Bayview Drive, Port Ludlow (ABANDONED) I `j , �° }I, , DRAIN FIELD:361 Mats Mats Beach Road "°' � ,„/ z1. i `) - r'" �—" ',., —. r 1 '.,ice DRAWN BY: DLR,JW, ICS, NNC --- : ,• - , it �� -q.--,,,,,,, � DESIGN BY: NATHAN N. CLEAVER `"F DATE: 20 AUG 2010, 7 SEP 2010, I 10 DEC 2010, 14 DEC 2010, - 1 j #' " X REVISED: 13 JUNE 2011, 11 JULY 2011, a '1 r°£ 25 APR 2012, 3APR2013, 1 RD: 19 NOV 2014 s �, *. s. _ ' al 84 CALL WOOD (3)2"200 PSI POLY PIPE I . . TRANSPORT LINES y I •,q, .U33.79• / \ I i '' s2-'e SCALE: •I"=30' 10 Fr TRANSPORT EASEMENT > THIS IS NOT A SURVEY , " LEGEND RECORD DRAWING : : , .. . , , I ® or A Soil Log 1 1 I. I '; I , ' . . ; _ or • ITa for Tree _ ( —•••— Wetland Buffer II ', f 'VI --- - Wetland Boundry = ,_ f • ' ----- Existing H2O Line (n ! uy - • • Proposed Easement t 1 '' 6 I 1 '� Wood Stake ----__ z 1 �L. ° � ' -Transport Line Casing I , Transport Line SC,iL.TEST PI- �■‘ .3„.. f .. �r v I Qaz2 i " v 'li:() \ I' , ,,". 3 333 CALC WOOD SS FRC 383 �/ (3)2"200 PSI POLY PIPE y,", ,•°' _ I ,t `__-----—— TRANSPORT LINES �• " ( t I ,n° l._ fv t i.L / V ! D i I/ `\ Wr i \ ( I t' / ii' _ 1 is .r4L I ��. 1 _ 1 t t 1 / ' - cry 'w�. / / 1 ii ` ■ I I D :(` ■ \ / \ ` i II. ' - f W. 'T \ '■ ., At f1 i z r • /f•\ ,/ 1. . 1 a j i i I T 't'J 3 \�' N. } a.w 39 S .8` 2 3�< „�"`""?�. > 322 3 ., .s Si Y-,%, 1,1 .:. 366 ` '�.,. N. 29AYV1EWIf8ChiAAOS . _ � FRC 368 766 �� 2=234$ �. ROAD/WATER/ �• '' � �` ` TRANSPORT ,- --7--- ,e, ,,i' -' :::'- ASh c 1: �• ;'I LINE CROSSING 5��; :�� D. # t (SEE DETAIL) j,.,• 5,.0251 '�. .�.I`" \ i.. ... O: NATHAN N.CLEAVER '?i I i T S• LI NSED DESI R _ ;j SJi ii e-X J q// I ' .' / 04 3%# 1. \�756 FRCS-6 %%%��' / I 25,,. y \ Z--22.91 CONTINUED ON MAP 2 [B] vi,iAp) ', _ , ;4/w .,.0-; . 1, I 3. , , 1 PAGE 8 OF 14 . .; I , . Iii , = is + g CONTINUED ON MAP 5 [D] a L L 1 '-f 1 4.� .,., --------- ;— i t 1 v i , , I 1ii } + LEGEND ii i'lt� _'I\ I- iii I t/// - �/, 38 — i D 0 or Soil Log n)a I SCALE: 1"=30' 399 FRC399S _g940-CAL / 1 Z=39.37 1140110 f r ors/C'},��or(��.N J7%Tree _ �{:4 15 394 CALC DLOACK / J/\_ y 794 FRC394 "- THIS IS NOT A SURVEY m II s•i.,7,31.01 I $< a ' I 'I �1_"— -- - — —_ 1 -' --...— Wetland Buffer II 1 I ',I .I __- -_--,. — _ I // L 'I Wetland Boundry II // o� ..v�� 1 t' . Existing H2O Line/ RECORD DRAWING � v I I • • Proposed Easement aw�r» , i <lion ,V \ 1 1 , li // , c� m k t 1 i\ �i wood Stake i1 II ) ° i \� I— — Transport Line Casing I/ '� �" ,. :I v- 1 I I fi ? , .�- ____ _i Transport Line ROUTED THE TRANSPORT LINES AROUND THE '�- I `. ��1 ' - t " _-- - III EXISTING WELL AT THE 50'RADIUS WHILE ----Le__ l I 1 MAINTAINING MAXIMUM POSSIBLE SETBACK 50'tSetback I '- / ' : �I i 1 *I FROM THE EDGE OF THE PAVEMENT AND // i I' ' 4 II q SLEEVED AT DRIVEWAY CROSSING. / ' .f _t \ ' SEE SLEEVING SPECIFICATION 11 r , , _ �� iii �,, ( ' i ..st 1 \i �-..e (Y /tell i 7 e II V ,isp,i , I . I I .3 1 i i 1 I i + ; I395 GALCM1509ACK 4 \ ■ 1+ � /795 FRC ass I ■ ` , ,I - ,s--- I \\ , ..ta I !+ Y' m cr -..,;.1. I \ � lav P d+ F I :/7 I 33 \ 1 + I I ' / \\\ 11 f 3 / I y i � / \ i v \ si + r �:L .1.. // ■ i ` t \ ; f � ' Lri , ;:: i I + 374 ,,`!i \=,' II ■ CALC WOOD POST ?aa ,4, i . . . , + l i ! ; I c. 1, .. i 5 . N„....,„ N 3,, I \1,.,,,,:.„:1;;1 I I 1c,,,", ROAD/TRANSPORT // ; , "` LINE CROSSING / ' (SEE DETAIL) 3. - i. iry[W GLL 4 t+ _II FRS 65 f 76 I . �+ !„.)L=.=,. Nathan Cleaver Septic Design, Inc. 7=��gg .? Phone: (360) 598-6546, Fax: 360-598-6548 - mow. ; i:j*-- I 262 NW Thompson Road, Poulsbo,WA 98370 / v �< m' �` E-mail:nathan @nathancleaver.com EXISTING WELL Av ,,, I" t I (ABANDONED) F, I , I, + ; CUSTOMER: Patrick&Lynne Monnahan ;1 -r) , - .�,..,!, -. , ir _' - ' , ,�� #: - - 70-8 -328 � HOME TAX ID : 970 800 327, 9 00 � .,. i)All 1`2 DF TAX ID#: 921-332-034 + TRANSPORT LINE CROSSES: 970-800-402, ;�cam'- � ,�� r� 970-800-315, 970-800-324, I A�of w4sytio"t�\� ,� � f �� `' 970-800-316, 970-800-326 �it,. .s�� m /t LOCATION: 261 Bayview Drive, Port Ludlow �- NATHAN CLEAVER ?" _ " ._DRAIN FIELD:361 Mats Mats Beach Road ��' N`�D DESI ,r R ,/ ,z'r_ii <" �,_ `� DRAWN BY: DLR,JW, ICS, NNC EXPIRES I ,' - gi � a $; `a;°°° DESIGN BY: NATHAN N.CLEAVER 2'200 PSI POLY PIPE 33.29 TRANSPORT LINES , .. ` DATE: 20 AUG 2010, 7 SEP 2010, � I t �\ v��' , I °` 10 DEC 2010, 14 DEC 2010, t v!,� �'/ i v a REVISED: 13 JUNE 2011, 11 JULY 2011, `,,, 25 APR 2012, 3 APR 2013, 10-FT TRANSPORT EASEMENT �kj , r/ I RD: 19 NOV 2014 N w,. ' k. I CONTINUED ON MAP 3 [C] - 4, PAGE 9 OF 14 4 W ? I d E I I LEGEND {f < cD CL �� RECORD DRAWING ? ! I) or Soil Log 1111, z SCALE: 1"=30' ; i � �� 0 THIS IS NOT A SURVEY or or �, Tree II I —•••— Wetland Buffer , ! I 1 , — — Wetland Boundry I II O �; I ----- Existing H2O Line I 'i I I I ti — — Propos Proposed Eas emen t III I Wood Stake ( `i ) i �d:' �Y a ? i 1 il_ -Transport Line Casing , ; i-, „ w I I Transport Line �� , I <, III J 17 , ,` _ 1- LC NW LT 1 TANG BLK3 1r I` 3,7 ---"T'"^ -^�^•- �-_ 1 .r.1 I BC)r,.,R`ALR NW LT,BLK3 ,6 GALE R/8 GIRO`RDD 990 cALC DU9ACK l r C #3Y \\� }} + . . ','„,„`,...I .., f`',„ ; ' g3,"\ I i ,g9 a 1 i I THE TRANSPORT LINES ARE 25'FROM I 2' t, ' x‘ I. THE EXISTING WELL WHILE MAXIMIZING \'` �' 1 i 1---9+ ` rr SEPARATION FROM THE EDGE OF THE y � • € 391 ' 1 Jr PAVEMENT&SLEEVED WHERE LESS I 1 i 1 THAN 50' FROM THE WELL. ,'� \\' "� 1 1, 1 I SEE SLEEVING SPECIFICATION -� , , x I i I + r ; t I 1 ; 1 + 1 50'SETBACK ' '' ? 25„ i I I I 1 I t + Nathan Cleaver Septic Design, Inc. - % �` I f , I Phone: (360) 598-6546, Fax: 360-598-6548 i 1 ; + I/ 262 NW Thompson Road, Poulsbo,WA 98370 1 SEE ATTACHED WAIVER` • // �- ' t + 1 v to- r i y i E-mail:nathan @nathancleaver.com , \ ,�, ,,, ,s; , ■ \ ' 1 `, r P Patrick n CUSTOMER: at k& L Lynne Monnahan 3,P, 1 s r HOME TAX ID#: 970-800-327, 970-800-328 v� - - g ' t DF TAX ID#: 921-332-034 TRANSPORT LINE CROSSES: 970-800-402, \\ } i ,' 970-800-315, 970-800-324, - I / iI 970-800-316, 970-800-326 - "^ I `/ LOCATION: 261 Bayview Drive, Port Ludlow „.•.-,� a I 1 , lit DRAIN FIELD:361 Mats Mats Beach Road ! +'1 s ,,' DRAWN BY: DLR, JW, ICS, NNC = ` ast ((f. 1:t i ,'� DESIGN BY: NATHAN N. CLEAVER DATE: 20 AUG 2010, 7 SEP 2010, 4 II' ' - (3)2°200 PSI POLY PIPE a 10 DEC 2010, 14 DEC 2010, -TRANSPORT ' �� l I; i REVISED: 13 JUNE 2011, 11 JULY 2011, , 1 , 1 : 25 APR 20 2 3 APR 2013 _ _ _ 1? 71@ ,I RD: 19 NOV 2014 z as ze i'I .; I I 392 CALL DUDACK / .F. :, �• - 792 FRC 392 ' 7 2 -: Z 4,38 ,,,,,,,,,,,,,f,,,....." i,,,> 1 kT" 1 i e' " nowt Y / + E 1 °'` O`°ate I � i [ 1 — ' +1� 398 ( -,.#01/;''' �` i CA"_C DUSACK / + ■ I JQ,g '.i''''''''.`51'` N CALL PU6 ..` `" / 39S CALL DUBACIC .r+� _ / 793 FRC 393 / \ �/' r1\ �c _�{ '1 , '4 I, _.. Z 39.&--- -,. ';','"-,..t,{ `\ / `♦ I NATHAN N�CLEAVER �\ 11 - " 1 1 r,1:0-1\SEb I R -11",- 1 �� rr EXPIRES Possible Wetland t �° 1 Per Donna Frostholm �1 1 /,' ` 1 j ., 1 �r1 7 ( - r ' , 1 I1 .....\ %�i.i - I -y1 / • r° + 1 y _ ' - as 1 4k, / ,¢,I Fs, //// f�� may.'. i t" 1 \°/ CONTINUED ON MAP 4 [D�./ i %��, PAGE 10 OF 14 ,' 799 FRC 399 : a .Af 1 1 .\\ -f, ' $ i CONTINUED ON MAP 7 [F] Ill I 1$ - A` • 1 _ N ,,,., , ,,, ,. ,,, , 1 . 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EC ,(1)-1.--h a ° CONTINUED ON MAP 5 [E] ,��'` O o O W N w ..r p o w_D< O p p n N_O ON c o D m m?D e m i D p n N y N'w O C c cN O 6N O rn j p 'N'!v p N,O~v(v)m 1 z o ®w*g w p O On‘-v X p\ �O n�"C p 3 v n9 i,'• w i a o o-`• s J0 D i co t•d•d/n.•�r p 1 1 o Z 5-I 1 t i, I R ii cQ n�:-o_a a 1,,,,,:,,_,,,,,__._,,_,.,,,,,, , >o°m�o 1 v• _,r'p xm:•r�n� a Q o KK rn�< -w Q.'v m 1 `��a <4f, o o i ,111' (t I s„ Q w O-D? ��r�9.,7 V n f , :,_111.,._....i, / l/l . . •.,.... : ...,r s r a ' I .b•„ ,• `o'..11.7-4..... N __ R ^'i�V i '�_} nl«J �: y I ` • _y�/ � -/ 5 !.•.^_ — C7�+�If M\1 ti V l (.O f C13Y a7 a*w.�-- _.. fig, � ,; r �� %c�4. u. t a k3hl k t4h 7gor�•r. � r:-- LA ' -.. �' _ `� •2,,,/, � --i- •�` iF � z'r 2°8'40”E d`�%' y ��' _'®"� W d/20 N 00 77.6791-'1-- / ��: ! ��- - s \ _� _ ii I '� I 0 l '' ' <oz z R,S'21.062 , ::, --',..0_B S 2°8`40"W .' 0 - m i— n� V? Z z /� P-1 LIJ ..f i rnl 4 "' m G) v D v° o h f zo —I t r � Xt s ,f t \\‘)1 • � rn { £# ' .-1,rr' W r F ' $1 r} {dl fit; ' ,‘t 0 �' ' TI a t` } 0 rn 1� pN�• \ a I • + W; We c>...l ' \ a a ^� mr.Z i srgr.T��• I U �_ Y� '''T a`� , . �.i► e ! -n xi 1 < NOY�.: ,,� :\• ii 1 ;'': J CI3 ys ill �' W D 1 D 0 +� r { ' i n r� 1, I,1 2 I ., `i 7 = 1 ? �v ( 1_r . rn ith s t r Q 1# i 1 CONTINUED ON MAP 6 [F] 1 --'—'1-4, } \ ' 00` 1 � 1 • ,L ' SCALE: 1 t=30' THIS IS NOT A SURVEY � � e s e j• GRAINFIELD EASEMENT �`'��,.,, � 3 �' � • LOTS 27-2$ "' ,.r ).„ r • - LEGEND : • Ssr'°jgr .•....� , �... . • 100.578' ► sPK 9r, �msE or SotlLog N 90°0'0"E?y WE'LL p _ _ - or or Tree 0.148 acres °p Q --•••— Wetland Buffer l �-- 700%Reserve Area I t 74- o r 22.5' L z7-2$ Wetland Boundry ° ;A f ` o(:) ----- Existing H2O Line L. z �' �� Proposed Easement a 1.v/ '' r 30'Downslope • ) t �/ U' Protection Zone • :f{� 700%Primary(2)Glendon M-37 / V ^ i ♦ , V) 1 S x 27.33' Wood Stake , • • r n � LOTS 27-2$ Y , 1 p . 1 r1 700, Transport Line Casing • Transport Line 112' * t` Y '9 782'. *- N 90°0'0 `9' , rri -, i ; r ,� -- �� 170%Primary(2)Glendon M-31 15 x 20.33' r A r 7 LOTS 29-30 % t• 100' * / DRAINFIELD EASEMENT //' (sill ,��^'.�r LOTS 29-30 1/ ° "°. -- 7 00%Reserve Area r W ,„„x_30'+. nslope \ �I�i�. LOTS 29-30 C Pro coon Zone .a 0.092 acr tyy ® t� ? . tut p S • x3` 2 ` N m t = 102.242' D , � � L.7 N 90°00' 11.482' :_.' m m�r ° _.� :ter • -'*"ti)' O 100%Prmary(2)Glendon BioFilter M-31 r- ' •• I• 1`. �` 15'x 20.33' C • 1 .0.104 acres • vt Z 64111h30'Downslope • ` SV I� Protection Zone DRAINFIELD EASEMENT•� 1 e ,p 1 4 10096 Reserve Area Z LOTS 31-33 1 1, •� , W LOTS 3633 0 o .• \i - • - S>7 II �-n 100'* O --••� - - o 1►.4_ • __" • ILI, " N 90°0'0"W 115.236' ' , I. .` t �Fif}F� NOTES: �''�\ \ _• W o The berm of soil running East/West through • m 7 1, F`G'2p the Southern Glendon was removed.The soil _, Q _'.t q.p� was hauled to an offsite location. • t�9 TRANSPORT LINE EASEMENT (O� Runs up e disturbing road to avoid •`• , Z 4 disturbin wetland buffer. a � 1. N r • • ... � —' �, `�(3)270 PSI POLY PIPE ` • 5 TRANSPORT UNES if:3 11 • , J co RECORD DRAWING �� , rii aQ (e) *« NOTE: • • ° V• / ' �. * = AS MEASURED POST INSTALLATION. "• � • .4• 1 ,t • It t �\ \ S s``) , _ TRANSPORTLINE/WATER LINE CROSSING •• 24 200 PSI POLY PIPE SLEEVED IN 4"SCH %' 40 PVC FOR 20-FT • ,•,:e\ s • mo �\ F': �ti I t \ • • .l,\\-e ,, •Nathan Cleaver Septic D • 0 •p Design, Inc. N• • • �r- Phone: (360) 59&6546, Fax 360-598-6548 �. � P HOUSE 1 262 NW Thompson Road, Poulsbo,WA 98370 1 't' • Q "' 4 �� S 87 E;, c 2 E-mail:nathan @nathancleaver.com «- • � _ CUSTOMER: Patrick&Lynne Monnahan HOME TAX ID#: 970-800-327, 970-800-328 �- �°- �;. <,N 87°51'20"W -• DE TAX ID#: 921-332-034 S s tkw -- TRANSPORT LINE CROSSES: 970-800-402, pp 970-800-315, 970-800-324, i 970-800-316, 970-800-326 LOCATION: 261 Bayview Drive, Port Ludlow DRAIN FIELD:361 Mats Mats Beach Road E -°, , DRAWN BY: DLR, JW, ICS, NNC <Z a 4I 125 ^"•• DESIGN BY: NATHAN N.CLEAVER per' NATHANtw CLEAVER 41 ' DATE: 20 AUG 2010, 7 SEP 2010, �� C z u >•..r*w EXPIRES- I F.�. INE". .. 10 DEC 2010, 14 DEC 2010, IN RIGHT OF WAY REVISED: 13 JUNE 2011, 11 JULY 2011, (SEE DETAIL) 25 APR 2012, 3 APR 2013, ROAD/TRANSPORT RD: 19 NOV 2014 PAGE 13 OF 14 LINE CROSSING (SEE DETAIL) 1 i I 11 Nathan Cleaver Septic Design, Inc. I LEGEND Phone: (360) 598-6546, Fax: 360-598-6548 j 262 NW Thompson Road, Poulsbo, WA 98370 �! ±% or Soil Log I� E-mail:nathan @nathancieaver.com (� N CUSTOMER: Patrick& Lynne Monnahan SCALE: 1"= 60' . or ; or Tree HOME TAX ID#: 970-800-327,970-800-328 1 DF TAX ID#: 921-332-034 THIS IS NOT A SURVEY • TRANSPORT LINE CROSSES: 970-800-402, I Wetland Buffer I i •• 970-800-315, 970-800-324, I — — Wetland Boundry 970-800-316, 970-800-326 ----- Existing H2O Line LOCATION: 261 Bayview Drive, Port Ludlow _ i _ �� • DRAIN FIELD:361 Mats Mats Beach Road ~�Y I I - - Proposed Easement DRAWN BY: DLR,JW, ICS, NNC Ia Wood Stake DESIGN BY: NATHAN N. CLEAVER ! . I-unior-Transport Line Casing DATE: 20 AUG 2010, 7 SEP 2010, 10 DEC 2010, 14 DEC 2010, + Transport Line REVISED: 13 JUNE 2011, 11 JULY 2011, I • 1 i 25 APR 2012, 3 APR 2013, I • RD: 19 NOV 2014 •\ ••*S. ' \ 1 I i 1 1 1 RECORD DRAWING / ; 1 I , ___ --� I t ____,_- - l00 1 , 1 , I 100' a .. ( /1 Ak ' /‘ , .F ! p}� 1.„. " 'or `xa� V� `.7, • I S srJ4 ` ms am � ....,�..-. .a.' ^'... • "mow..,. '^F _ o Ia9 awa ,,,p , (& _ WETLAND'BOUNDARY AS SURVEYED 1 M So _ • * ..� R -y bs' ■ ..� �, ♦ g;. BUFFER BOUND Y AREA AVERAGED 1� 't.�.~ A wvsvm r2)''.�o"wa, III /// It • -2' — _ ..0'W j ) I m N f I I u,iatoors xe.sa '+., - " .m.�.,,m� 0 0092.. • $ a 4 •r 102 242 • t 1 • 4 Ib C N9o°oo w!111 aar j' os3,>3 x •,n��...�, i' 1 o ter. t I ..--,,,,,..= b % 1 ' t04acr �Za„r'° 1`` S. — I I__1) xp- .] %--N90.0'0' 4115236, i” `.' NOTES • 4,"‘• a 1 1 'O -The berm of sotI running East West UMOUgh v p •t 4,% the Southern eendoe was removed The sdI • �y I '4p,, was MauleG to an orrsice location. • n,,,„o,q„�-a ems. 1 rwHSwm u.e us xevx ^.• win_ �e� • y z I ” • z 1 r AREA RfSERVLD -- —---- _. �` n e WE7LA¢!D BOUNDARY 700fT SETBACK 2 v NI 1 1 x . 'f� •4� •k. , • 7„ • ...• .,.; \ ,r,-c A 4 1 a •• £ 3 HOUSE • '1 • `?. -"*-C, •:J N8951 20 W 't 1 � �n ---- . — — 4 —r 4 ,�,„,.—IN RIGHT OF WAY - "-"`w- (SEE DETAIL) . . ROITPORT ., ' ilk LINE AD CROSSINRANSG / (SEE DETAIL) atti ?ru -s / )�h. of .,/2` ( o pc NATHANIN w@AVBR .1". S.O E DESIGNEI *` EXPIRE ie, e PAGE 14 OF 14 ..y !' _.__ 0 z t-~ tY I CD (;) ',. g, , m frt tei ra r P sh 0 E EM /) c)(„ n?! l'r , :x irk.. Cl) C;xt — 111triv;-, vi I?, z El M r7 ....._._..__...,......_...................._..._-__..__._., 1 __._._. +t (L'7 F t t n . ) j 1 • T tl v t� r V — PRGI.ENLX)y BOFJ.`iE4& H CIFiCVI7ONs --r 3h w _� W #*0 iv i I z r ) ,. '; vi r. o © z I, I 8 M e a >3 ; l 4 H' •' r s 0 r. I 4 i 3 M r-�+ to t' I 0 no 0. tc 7,7 0 ti 124 4, 2 M H uJ 1{ n4 C:S r- elt IV P __ co z o r ..t. ,1 <:1 ,\' illK tr.;' r() !n `•r Q. In .A 4w to �- ,•.r. 4 tsrt -{ �.7 b, r< sri CZ C" {: r;: S w C7 8: 1(1 0 0 1 i i i �y ;i�1 ;�(I °t� ��y7 n lel l;; =a n y a. ... � '� p n a 17 �L) 7s {!J [f� o � ,, F'r� a .I: --I t tg r- 0 7.r- r :II in P b'Gq ' '11 f'1 !Z. -� ' r�r �a"= '.? :; 11 0 r tul.-II >� b =n rj fff i! frl V w ti j n 7F^q c � M "' 11r 4 ' ›.1 '61 1n m ,,q.- } '_ "u ci 71 .- `JI ra r tr ' . p J . .... ,. S M rl 0 t a . n :/{/ . .. .,d, . _ -r:`l Ei' rThyit ..,_-... _ — ____�\l ,,� 1 p. 6 3.;.-";4 1 ci _% '7i-•jam„ 5 a of -f Fy In Q •`•- �.' •y r� ?J K t• i1•t-i3i "a -� ! *rt ..1 • .4 i I' Pi i a F.11 n ' t '' z ,I o o o n D r)r, -;4,0 z t it r . -I � -, W ,•••-. e r < t. 3:g./ , o 0 Z3,-, cu r.4 v !=r.lject .. �Vesttall Inc. IV IT Engineering, Inc. 1--∎ f- CTl.endon.l3iofi rc'r Structurstl Engineering O . �- I-4 Con.tainment Vessel. ']an S ci �n � rtes {360) 933-1345 I—► W v , r • . . N f t 0 0 '0 r$ Q> : O , --%' tn �� l I T Z � Li ,y; 9 • I li A * c f 0 ' � ) CD 0 , s )g — k-a.S) a°) fl)-0 0 fD -\. 1 ti. `/ rv * -1 0 a_ ;ry Z til 1 4.- t. : _.. 0 ) n it 0. cn 1.14 3- U) t"! D = � O 6 5 < CD \D tri o x� rn � (D r) . 0 5. 5 r; rHY7c`0 C1' PO O 1 m B 7-� w 5 •• y d �; -- � o 0 Y w o 5- '-' p CM 4 w 0 K 4 .. .,.. , _,_,,, 3 r4---- . z,- El n g _4" ,.o 0 CT 0CD 5 (7,' 0-' o tm I -_'‘i 11 A .O.= VS a o O 0 to a IN W 0 V fD m 7o —I o Zan C cg O U� r1 A 0 CD w " co • p., 5 co v�.aJ y K N CD B ! co v, o 4 n _ n = N O Z 2 p- o cu jJ V)•m ��' .{ v A S p 5' ,� c<D cam•- `C.0 ti• ct, c, v 4 y b � O ° a O� r al el) m r o ° o o 0 o o lo.) o r-P • N O O O � ( CD ° G. N P -v oo N 5 o o ` C N rz3 r. o 0 '0 m 5 bz��..S�� . b y p O n VI p N N N N E c rr 0 , N K - 'b b b b n 1 O O NnC Cn � 5 O ( ( bdo Co • � Is co 0.n vu. ° o. 0 5 C -s w ., i '-*; ,, o m C a o` ° •• CD 0 D C < .. to g E. o- 5 ccb 5.5. ° ccoo g ccoo a 0 o < co 5• 2- °Q O ,- 0 ro o , co p 0 '0 ' .m l'') O o m C .m w o o •� � w P '0 ° o c) c '.. 4, ,;--'-- o 0 4, 7\m> s,T� � mW " ' 1 ° I I1•.�y rn �'C7 1f ,`"" TF� 2_,, 11 J r� ni 7. I`s ri ni a �/ .. "tiliCia. 1,%Ns.)'.".. CD G1 N O !v W t11 O = C17 tr9 ff O ..t Q- t�'1 O O ,3 O� N A) 1'4) ••• O P O O O b C7 II G1 (f) a coo 0 0 A O r —I S c7 O z d o 0 N 'G w -Ii 5, n c. M D m z A 0 A T O C .1 co 0 5 5 N m G� * z D z m 0 at IY�� rl o P o p� O 1-il 1-to 0 0 CD M Z Z —1 ND 3 CO co T W m DJ C K O w CD a ?; G O fl.DM °° °° m z A o w l w (7 c <<o w c(o w g O • 0 I— H *k T rn ..< o n `" C io o' `CD y 0 CT sv - D Z N Z O N O C ` O N O 5 O o O 20 77' pv 0 n m m O w n — m z II ,+ b rn C 2 N .I woo W O s fl C) o n C o i c4 CO t ° n Q = D N o Z er * ' CI c") 5.o M o < m Iv o R. Q; m D CD d `. " G O w W '+ n - o N o m w N < c n = P ✓ m o (<D m n o co to u d v w 4 0 0 m m - 0 o � Z0Z cr o y w P rt Fr CO °° 3 < 0) en ' o O o m * o S O O O n % o * • "cc,o p ._.. — 0 m. N 3 ^ ` d to I— N ° 3 0�•CO m 0- w = D cn Q o cr; ; CO Co . —I U) b Om d zr • • • ° " \ • SCALE: 1"=30' r THIS IS NOT A SURVEY .;k (3';) j({ DRAINFIELD EASEMENT ; _ 1. A LOTS 27-28 \. -.�/ "7 : cC•`., g..... S LEGEND y 62,7 ,.� 4.:- ! �. „ter * .... 100.578 I . sPx 70'4 79, „F / or Soil Log N9 ®.m� E9SP4 1ze 00011 TO fr , , —_,... --• • • •, • 1,, - r ificr, • I I , Ittf.1. _ - . ct l o r Tree 0.148 acres' ,'�� '* `� 2 GI I a° I oo —.•.— Wetland Buffer �� 100%Reserve Area a t LU _. LOTS v-z6 Wetland Boundry a° 1n O• ;., ,. -,I oo ----- Existing H2O Line ,<„, o• a z y / . ia^° / \ - 30'Downslope ® _ ry 100%Primary(2)Glendon M-31 % - '..• Protection Zone _.� .: 15'x 20.33' Wood Stake / °�T, • , ; LOTS 27-28 p, 70 \ N 1 --- Transport Line Casing I cii/// _ ,1105.107 Transport Line I EXISTING /79_ .782' N 90°0'0"W m, ° 98.488' 100%Primary(2)Glendon M-31 - - 4 15'x20.33' I lf�)1_}(LINE \ 1 �v-lk— , ,�► LOTS 29-30 / 'f 0.1 92 acre N I•DRAINFIELDEASEMENT o • �` 100%Reserve Area «•' LOTS 29-30 W - 's�"�' LOTS 29 30 a 30'Downslope�,.. .. ..- - • \p Pro tectio Zone ! ,o, W •' ,,_ _. ,w 1>-6- 0•/ I*Ii ` m j O O ` Z K ' 1 z • 102.242' , In w 'Q so r N 90°0'0"W 111.482' r er` 4 m 3 ` t. ; V o `• 7”) «\'.. \/ all\ 100%Primary(2)Glendon BioFilter M-31 m O L 8l '2 1S'S20.33' J - I °+ � LOTS 31-33 �I . ••• ° • % 0.104 acres...., Nub vo w I •• Z'�—t30'Downslope - j _ 11,3 Protection Zone �� 100%Reserve Area DRAINFIELD EASEMENT I Y \ ,t: f �� W LOTS 31-33 1 LOTS 31-33 \ 3i( _ _ •. a f_ \ ' ,a • " . ° 9J ' < N 90°0'0" W\1 15.236'\,sL a• ,, c•X10<I_BOG NOTES: w ~• ■ <? !y`�o -There is a berm of soil running East/West through r . I -TRANSPORT LINE EASEMENT i co F7` 9Pi_ the Southern Glendon.Test holes on either side of Runs up existing road to avoid • // disturbing wetland buffer. 9� the berm show that there is adequate vertical separation •. •z•O allowing the berm to be removed.This berm should be \ \ , I removed carefully to avoid disturbing surrounding& ' ' (3)200 PSI POLY PoPE• ''' "�• Q ' :.I TRANSPORT LINES I and suitable offsite location& may of be placed in the N'. w itik underlying t wetland buffer. t , . N i 4 1\ y m ,\ LK.,„ w • — d d \ � 7._,.,..:44,,e ,4 i • \ � ; 1 \ f '.' ....TRANSPORT LINE/WATER LINE CROSSING \P ;%'• • ��'Aso `--. TO BE SLEEVED MINIMUM 20-FT \` Q' \; :itk ��, v -",-.------ ,- -_ _.„)(......_ . ,\ , i,,,,, 7„,___. R.> . .0,_ \MONUMENT P T WITH I 7 BRASS PIN MONUMENT =2 t A i � 0`, R. �Nathan Cleaver Septic Design, Inc. � ! * . \\ , t'UMP HOUSE_4(.4,_• •UNDERGROUND o Y`:fit LINE \ Phone: (360) 598-6546, Fax: 360-598-6548 `` , o m o,,- \` 1990 Kimball St.NW,Poulsbo,WA 98370 5 87°51'2F7" 1071.33 r co w .1 o .,��-T'�.• E-mail:nathan @nathancleaver.com •- (,` :�A N- •N w u, 4'\‘,. CUSTOMER: Patrick& Lynne Monnahan 10` "" ." _ .. sN 87°51'20" W >" HOME TAX ID#: 970-800-327, 970-800-328 dZ. • _,T - DF TAX ID#: 921-332-034 (TN'ER INF DITCH 7 1 ....... ;, TRANSPORT LINE CROSSES: 970-800-402, =!a• ��r �r �. y\ ,, � �\ s\ \ 2��\�r \\ \ �„" ��\ ��.�\\ °� � � ;;�� ,; 970-800-315,970-800-324, = �, • o ::e\n\� ,�\,,.. � \� \\ \ �\:^•��\\ a. = ;_;\\ \ mac \- a. "'\. 970-800-316, 970-800-326 � ... \�\�\\ � � � VA.,,,,,x\\\. .-�eaa�\�`• ,.v•o 3a^ .. AA\ .ao�� VVVwA�y yV�� \� V\�\:: v o A' w° ��\� 'V A� a ,a \ DRAIN TFOIELD: 361 MatslMat DsrBeach oRoaddlow =ate \ \ �K 1Z5� \ \ \ a./'• G, Z,41.13 DRAWN BY: DLR,JW,ICS, NNC r� !� 41 1__. of s II DESIGN BY: NATHAN N.CLEAVER - I• �*"'04-, S 87°51'20"E 1011.741 . - �a, •0: INE- �.. DATE: 20 AUG 2010,7 SEP 2010, ROAD FR, IGH1-( r.. N w � IN RIGHT OF WAY 10 DEC 2010, 14 DEC 2010, }/ �zEt, r I- , " 0, NITMAN N OLEAVr, ftt YE �� ?. „rte (SEE DETAIL) REVISED: 13 JUNE 2011, 11 JULY 201 1, x��aES� ROAD/TRANSPORT 25 APR 2012 LINE CROSSING P?-9& 8 o-p, 28 (SEE DETAIL) 1 Nathan Cleaver Septic Designs, Inc. LEGEND Phone: (360) 598-6546, Fax: 360-598-6548 1990 Kimball St.NW, Poulsbo,WA 98370 or Soil Log E-mail:nathan @nathancleaver.com N £°',„m �` CUSTOMER: Patrick&Lynne Monnahan SCALE: 1"= 60' or or 4 . Tree HOME TAX ID#:970-800-327, 970-800-328 THIS IS NOT A SURVEY DF TAX ID#: 921-332-034 I —•••— Wetland Buffer TRANSPORT LINE CROSSES: 970-800-402, I — — Wetland Boundry 970-800-315, 970-800-324, ------ Ex. 970-800-316, 970-800-326 _ — Existing H20 Line 261 Bayview Drive,Port Ludlow LOCATION: 26 I — — — Proposed Easement — DRAIN FIELD: 361 Mats Mats Beach Road rri r �-" 1 DRAWN BY: DLR,JW, ICS, NNC Wood Stake DESIGN BY: NATHAN N.CLEAVER • —.1111111111.— Transport Line Casing DATE: 20 AUG 2010, 7 SEP 2010, _, j- , �--+ I I \ Transport Line 10 DEC 2010, 14 DEC 2010, LE_ I REVISED: 13 JUNE 201 1, 11 JULY 201 1 t. ( ; n.,-.- • H"-FT". � ' t - • •� - 1 l ,, I I I I• i 1: 1 • • a / ,. ! I I \__________ o o' � 3 I I ( i 1 t i on ) o.• anz.t � A i .=am s a.i..�_.� 5 ...161. t ik.1 '''''':•""%13C0 r.m. N100 78 90°0'0'EF5t( :f --. \ o t afi a«s y ^� WETLAND BOUNDARY AS SURVEYED r"1• r^/ 1 1r \ o ° ,o BUFFER BOUNDARY AREA AVERAGED A \ "‘�\ � � E�ry" 1"' rte•\� � Aj e'; , ; `� mazy ze �'• / �l OO' .. L. 79.782 N 90°0 '' Si ry I maze-,o•-een..,. !� "S .4"P ( LOTS 2.9 30 ' '''''''' N 1111111 , , Z,02242 i `N{� .T. i`. R \. •V • oWl :i:00 Wl 111482' ' ms»» i G yi <, t : , "%lab Zj b 0104 acres ilia- .,,z$f ��j t°No/ ,3 �)•`�b -�cc '�( m=„ :rte m,>,» 9, (l)\, 1,1.t.) CI,/ Q. V� \'N9000'W115236 1 'J- , total w.H4444%f •NOTES A cN ` tfrip 209 -Th re s a berm of soA running EasyWest through / m.�,�eme.m>^e wn %- the Southern Glendon.Test holes on either side of ', ,„„w� ss su�suemm �e,=•e.e.wa T cyo` the berm show that there s atlequate vert cal sep t "r V z I �' `_ allowing the berm to be removed This berm should b '� a y �BOUNDA'P'.Y';4REA'RES€R'VED carefully tumor dsturbingsurroundmg& ‘ ,lµeaarmvas�na=. removed dedymg sods The soil removed must be hauletl t ; svw.uras sable offs to location&may not be placed n the * �, £ 3 eUantl buffer. ‘ ` N L.N. .% ' N'.• ... " WETLA,ID BOUNDARY 100-FT SETBACK •1 \ .• • Plot,. S s I "� Dm • • , • \,.... 9 4• �- f f c, a¢ rr `v f P A '\._,,r .' .'._^._../,.,,/`".%—!^—'�.._/—^1-.,,.-n. k \._...---\,,-.! R u ate, " •'` �' IN RIGHT OF WAY - _ (SEE DETAIL) ', ROAD/TRANSPORT n ` LINE CROSSING - - - (SEE DETAIL) TRANSPORT LMES PAGE 9 OF 28 1 L___.... _ ._ ...___ .._ I C = ___--_, : • ( -1- N \ SCALE: 1" = 160' ` ; , � <°\ THIS IS NOT A SURVEY z ' 1 •• / i I II - ( 1--- LEGEND .' • L- .. �,� • f '`. s j oorr Soil Log _ I orTree 1I V -•••• Wetland Buffer • ', - '1i _ ',`�. ,• • • Wetland Boundry "` ,- . " ' . ' ------ Existing H20 Line Proposed Easement ,� 1 I; Wood Stake ` y� v , , 1 ..,� Transport Line Casing -�" t Transport Line misineimmoir 1 1 f■ \\_. I ■I �/ „v v I I 1 iA- a \v\\ \( pp I 1 \ 11 I / � ;;jr d ` 'k /' I I , r'7 (/I EV \ I I II � \ a 1 ,, \ --, /■■ f , „Irii : / , �, � �,. I I 1 tb 44 R f . litZ441 --., I 400)5% / I \\ 1 11 111.d• \ , I; vv ,I 1 1‘ * ,1 l ' r 1 -= • ' , 36� ,y I V Nathan Cleaver Septic Designs, Inc. ;s<��s'rF7' ��_, f � / ' Phone: (360) 598-6546, Fax: 360-598-6548 ,o,,Z I, s are'. fi ,-+ ."1:-'-1 ;.t �' . IJ m 1990 Kimball St.NW,Poulsbo,WA 98370 to z g F3 �, E-mail:nathan @nathancleaver.com \o oN V.-:.! y t� , r a — �Nh< .� iW3, ' — P 1- CUSTOMER: Patrick& Lynne Monnahan m r5y� X // ... - HOME TAX ID#:970-800-327, 970-800-328 r:� C'J Q d i , ` I DF TAX ID#: 921-332-034 < < I v t„t i . ■ TRANSPORT LINE CROSSES: 970-800-402, -- - ■ «• csA " 970-800-315, 970-800-324, r• \ 1 o 970-800-316, 970-800-326 buy 1-� �d 1 LOCATION: 261 Bayview Drive, Port Ludlow w -- .o DRAIN FIELD: 361 Mats Mats Beach Road -. , . 001.Iiiii 7! f DRAWN BY: DLR,JW, ICS, NNC ! 'I ,. DESIGN BY: NATHAN N.CLEAVER ,1 ,, . �Py DATE: 20 AUG 2010, 7 SEP 2010, 1 %f . , [ , C) 10 DEC 2010, 14 DEC 2010, �� PAS REVISED: 1 3 JUNE 2011, 1 1 JULY 2011 �________1.17_. �'"� PAGE 10 OF 28 - • Z6 1 f: --,---- fr •� -St_3 f 1 -( CONTINUED ON MAP 2 [A] #; 1 1q / t -/ - ', I 1- • 88°14`22" ' 52.49' ill h I (11i0 V SCALE: 1"=30' 9' 5'MIN ____-- 2' •O PSI POLY PIPE I THIS IS NOT A SURVEY 1 • .ANSPORT LINE 1000 GALLON [ i 1 t `�. C7 - PUMP TANK \I I �--� 1000 GALLON , � I' I (,J ' SEPTIC TANK ,'� \ A,, I h ,, ' 7 --=1 -i_.110i--- f S'MIN.SETBACK o tq / s„ { 1 .. , , WATER/TRANSPORT I . \,:L I1Ii= � � I II LINE CROSSING i 11. >�, _ s 88°14'22"E 129.89' 1 (SEE DETAIL) __ �__ I r� ..� Z --- 3 I i - !: �\ i PROPOSED 1t l w w, I 2 BEDROOM I I I I I ` l _ SFR I '� I i • "" 1 'e,ALD. ' Qi 'i 11 / :� �.f PR©PO: DRIVEWAY ." 1 j I f € EDGE OF RIGHT OF WAY/ f ° ' / PROPERTY LINE c \ I PROPOSED TRANSPORT 1 <t J` ••SEMENT LINE 1 I c I , / !�� ('' ; 2" .0 PSI POLY PIPE I ' ELECT.VAULT �i 1 1 LINE 0 MEAN 1 TRAN RT LINE 1 t 1 1 1 I HIGH t(IAL 0 . 1 J S 82 :' 2"E 11 16 * I 1 `: L I LVAt ICN-2.84 EXISTING WELL 1 a li I 101,20' 51000cETBONK 15.19'i� 1 FELT( 3GVD23;} I I ! 1 t5 -.. 1 PUMP TANK 1 I II I I ,I i I 1! I. .. 1000 GALLON 1 1•1 -.> 1 1, ;I ',.aq l , 1 II ____L-SEPTIC TANK I€ € F 11 J,`y' 1 '`� I' ? ! /, I L J .1—:._74 5' IN.SETBACK j I f ROCK WALL I s51 1 I 4? I I" 1 j I W I _ 1 I , • • WATER/TRANSPORT c--: 1 I: R i ' •, 1 ; \_.1 P II LINE/ DRIVEWAY �, 11 I I I CROSSING } r' f S 88°1 "22"E.123.69' I • (SEE DETAIL) i t e +1:"I' 0 • ` - 1 Q. �' " 22.08 03 m i eD PROPOSED 1 ��' 2 BEDROOM 1I• • \ I 1 1 3 PIOPOSED DRIVEWA , ,'. SFR 1 \ ': \\ f I I I 1 • m 1 :� 1P\ 3 L it �. f f i \■ '''''1- \II I I I Approx. Existing Sheds I \' z j l ' Approx.Hose Bib !f ��'� LEGEND �� S 88°14'?_2"E 131,09` f \i 2"200 PSI POLY PIPE 108.19' 5'MIN.SETBACK 0 `` '�I TRANSPORT LINE - - \ 22,N 0' \I f• -- 1 1 I / 1000 GALLON ! • or Soil Log i{ I PUMP TANK iI.l W 7. 3"1 1000 GALLON 1 i.1 > 0 SEPTICTANK Approx. Existing Shed 1 ti6 i'I :� '= ;-- (To Be Removed For 1 or or Tree /. 1 0 \ / I 31 U 5'MIN.SETBACK CASP Requirements) 1 I ,., / `) 1 LLl ... Wetland Buffer I j o - `. I j1 d of Ia- 1 • Wetland Boundry m �,� t- r - I -e ......... 11 co. 6" WILLOW ; : ``---�-,..I . 5 88°19'22"�E 118.81' ... �I I • ----- Existing H2O Line I o 42" [-IFS f _ w I I — — Proposed Easement -� PROPOSED If I'- , _ //// 2 BEDROOM I / 0 Wood Stake °.PROVOSeD SFR it f /f �,DRIVE1.AfgY �.3 _ i 1 -�-Transport Line Casing ° I 'i ... ... p in fie, I Transport Line ,- v • g. j / 1 1•, ® 5 88°14'22"C 112.39` /•- /' I w: N 22°47'3i"E 151+ / �3 1 - / / • I In 33 /- • N I. N /' L;•#11- w /r. - o 40' r'C)`5 . .1*k Nathan Cleaver Septic Designs, Inc. Phone: (360) 598-6546, Fax: 360-598-6548 ' �N ! I • 1990 Kimball St.NW,Poulsbo,WA 98370S' �'' i 4R34‘). E-mail:nathan @nathancleaver.com 3131 z / ,,� 71 'cCD CUSTOMER: Patrick&Lynne Monnahan ( ,,. - ! / -e, , s"F12,q .' r n ,zz HOME TAX ID#:970-800-327, 970-800-328 r L} �/ 1 v}.gym .F F • DF TAX ID#: 921-332-034 1 (y }s ,,can P,1 ' / �o� ,2,� TRANSPORT LINE CROSSES: 970-800-402, / —ti'��` t '- I`,) NP��„v, ' . 0 970-800-315, 970-800 324, E/ ' 'ar1� ; Q 970-800-316,970-800-326 1 i ,0`Z�o`� LOCATION: 261 Bayview Drive, Port Ludlow I �' Syr,-! , ( 1 .+yr`�..•+ r I DRAIN FIELD: 361 Mats Mats Beach Road ( � 'a C'f 'A °Oz4 ®�� DRAWN BY: DLR,JW, ICS,NNC "" �'' ' DESIGN BY: NATHAN N.CLEAVER n C S S. DATE: 20 AUG 2010, 7 SEP 2010, �2. `� ,( ,-.- 10 DEC 2010, 14 DEC 2010, a �0 E 1.3 REVISED: 13 JUNE 2011, 11 JULY 2011 y \� r-1 difs\ MAP �� PAGE 11 OF 28 � _ — , t �y�Q E Nathan Cleaver Septic Designs, inc: CONTINUED ON MAP 3 [B] I y\ P 9 [ Phone: (360) 598-6546,Fax: 360-598-6548 •17t 1 1990 Kimball St.NW, Poufsbo,WA 98370 W E-mail:nathan @nathancleaver.com - ---------------- � \�QQ �� ' G CUSTOMER: Patrick&Lynne Monnahan 414 I. ' B \ - - 970-800-328 HOME TAX ID# 970 800 327 SOIL TEST PIT �� `, � DF TAX ID#: 921-332-034 SCALE: 1"=30' "� I r' � SPK' TRANSPORT LINE CROSSES: 970-800-402, THIS IS NOT A SURVEY 970-800-315, 970 800-324, 0.72 �\ I i 3s3`�ALCw000 970-800-316, 970-800-326 �` \` r`, 93 FRC383i LOCATION: 261 Bayview Drive, Port Ludlow O 2"200 PSI POLY PIPE \,,.... _--- s DRAIN FIELD: 361 Mats Mats Beach Road TRANSPORT LINES \ - I e., - i [C1....g IL_1: DRAWN BY: DLR,JW, ICS, NNC 6,� v Q DESIGN BY: NATHAN N.CLEAVER fr S TEST PIT \ . .;,. '' �� Q" DATE: 20 AUG 2010 7 SEP 2010, Q ,N vv ' t �, 10 DEC 2010, 14 DEC 2010, ' = \` \ � t ir' REVISED: 13 JUNE 2011, 11 JULY 201 1 "__� \ .. EVI 1, 1 UIILl..IIPOL1 I ! • .." .z_ , / \\ ;1C _---- f vet ' I _I _- ` . I 1 / j - LXIS3lNG WELL I f . 1 ' OVERHEAD LEGEND / I A 1 ' - '� or Soil Log / /f Fes' 61• / 7J iE : G3 / iii:.0 l t �/ `''`> I 4if i..t (�..�- . or or Tree Q / 1� I r-; \ Fn ' `-Y' —�••— Wetland Buffer -___--- / .W i Wetland Boundry / z ' Existing H2O Line �� 4 36" FIR ----- g ,, 1° I "` — — Proposed Easement �, W \ i 1 u I ITr,POI.F - 1\ • �.1 -' 3 HY 2 Wood Stake }1' ,, ----1- -�-Transport Line Casing `t I ---'.- ,w-.. 0,11 T DRIVE rn vl -_.1P W Transport Line � ` 39 ---- ' _ I % �q E >q p ✓e v"1 4 4 2"E 249.98' 366 '\'p 1p `%/CL BAYVIEW/RICHARDS LAUREL I HLDGL FRC 366 766 ,p Z 28.48 # / ROAD/WATER/ TRANSPORT ° /', .� X I . ' LINE CROSSING : � SEE ETAI ( D L) ear 1 i - t. /._ 1 I...;�UR1"I...HEDGE �� ; rN /�F .-..' '' / 3, ' i i' 56 ,3 8'3 �G- E i J .tt<J' Ot . / ' 04 r . 796 FRC 356 ry �^ 'fit ,.' 23 i x.7 \{22.91 i4V< ' 4' ? `. �f `f/ f gyp,, .- 1��1��. er`I �4� I St- 1 OVERHEAD POWER I_INF �- , 23 WA RANSPORT s`"`' E CROSSING w (SEE DETAIL) . S 88°14'22"E 131.38' 1€1ILIC V POLL 1°• 8.12 s� ,w/' Q f 8RY I L � � I. ) "I. 3 24 ZA - 7 FRC Q P7-,' ; ) St 1 N1 „..„._.. U�� m �" 6- GUY ANCHOR K. �zr' I o ,, a F!2 `� l ff •31NZi Tar:Z O5 F �°' CHERRY �" �. (P1 C "" HUB/NAIL 117 tjDm�� e„--, ,„ �Rr-y� �� w �� / z—la.7z ff t� 1 °o� 2 ��Q I S 88-14'22"l 181.38 e.j ��i1 i p NOl= 'in 'I RC 3 0 ..._... ,. ayes �G> . y '"� I :.18 I, I 5�� Q O a s--1" al -y --. ' C Ny. Z, ` 5" BIRCH TREES 1 uj 1 j tli fay 'r�� I � ��RR � � mQ 25 �- 0 WATER/TRANSPORT _ +w .x C LINE CROSSING ' D o f - (SEE DETAIL) U) `� U) In 363 „ ,/ I. «eit RC 3 161 _120,94' 5O 362 1 , a'E r FR 346. C-_.,- Lau°14'22"E 174,99' =«<w.. 4D �mt .� i 'e 1� 118 SPK _ ,...'8 1/..�` J 2-16.44 S 748 ...R N88'14'22"W 15.00' # z1,, 151 1 (- 26 66/ I�. ' ... 1 6I 1 I c7 ': �,: ca � ,' ' 4,y 1, 1 ! 1 " 4, PK 114 \ \ I 1 S 88°14'22"E 152.49' - F13.16 t is • 1 i ]q3 F,i �3 5'MIN __ -- 1 Z14 - ------ -_.22,, ; 1 !; 2"200 PSI POLY PIPE HUB/NAL 113 j RB �t TRANSPORT LINE 1000 GALLON 2-1s.04 '1 \ . . 8I27.� q# PUMP TANK 1000 GALLON I o SEPTIC TACONTINUED ON MAP 1 A o 1 1 c 1 /[ ] Q]QQ Q - �1 p.1�1---- PAGE 12 OF 28, , ...la — D / 7. 1G�' ,, / \ \tL TELL.RISER - CONTINUED ON MAP 4 [C] r - . �� ti e y >< (A RFl HEDGE Nathan Cleaver Septic Designs, Inc. y\ � IEW' - Phone: (360) 598-6546, Fax: 360-598-6548 �/ \�` •�� •�� .... �� .1 /"L��- • 1990 Kimball St.NW,Poulsbo,WA 98370 �� 1 vv - E-mail:nathan @nathancleaver.com �\ i v• • T"° _� �g : �: STOP SIGN �- 1 CUSTOMER: Patrick&Lynne Monnahan HOME TAX ID#:970-800-327, 970-800-328 NDE GROUND TELEPHONE �� •1 �� TBMa .7 e- M ! ,. 1 .9� _ DF TAX ID#: 921-332-034 FRB 65 � �, GU ANCHOR TRANSPORT LINE CROSSES: 970 800-402, c„, _,J' Co; TE's E,RISER , a• 1,�l S.I. P SIGN. ..., 970-800-315, 970-800-324, — 3� I 970-800 326 EXISTING WELL \; � , 970 800-316, i� (TO BE ABANDONED I � ? -- J•LOCATION: 261 Bayview Drive, Port Ludlow 1---- G1TII.[TY POI._E ' -;- - g• � DRAIN FIELD: 361 Mats Mats Beach Road •l ': 9 _ BOULDER 1 r ti5 DRAWN BY: DLR,JW, ICS, NNC it i � ' DESIGN BY: NATHAN N.CLEAVER € r DATE: 20 AUG 2010, 7 SEP 2010, J 10 DEC 2010, 14 DEC 2010, - �� REVISED: 13 JUNE 201 1, 11 JULY 201 1 / / £ -: 17 84 CALCWOOD (3)2"200 PSI POLY PIPE I ", Z-33.79 \ TRANSPORT LINES \\ y,. iI /z// '40 N �d SCALE: 1"=30' . ' `\ 10-FT TRANSPORT EASEMENT THIS IS NOT A SURVEY ' LEGEND ------------ " or Soil Log I I 11, La , - # ` �V v. t5`s or 4 Tree t 1 r `" —•••— Wetland Buffer , - co ,• • Wetland Boundry J�1 � w "1 „. ' •----- Existing H20 Line rD `, I 41* — — Proposed Easement . ..8J '4•-. .-- 0 Wood Stake Q `,' _4.... a. j I "� - — Transport Line Casing '' ' ' ��- ;� , Transport Line SOI PIT ` Ix/ I i \ -�I '. SPK \ •iI,\ 4:83 FRC 383\// 383 CALC WO{SD .-Y.. / (3)2"200 PSI POLY PIPE ——————_ TRANSPORT LINES ...\ I t U 1'ILI f Y POLL - - // i' `vim < �, ,' SOIL TEST PIT `v v # 6A I \ UTILI(Y POLE } i I ■ ��\ I .28' __-'- - i j w ,�C Ii I aa',.vti yet�,: - I 1 EXISTING WELL I I ,11 : I / 11 ! OVERHEAD i l v ✓ , `iNEI_L SHED 1 F'OR<EP LINL'� t I (,\,0, . 1q. \ t v i ` t ■\\ ',� t r I i lY, 5111 L} aq j I csi ` K' 1. u a \ O C k i . v K 1 �- Z (,:y A � i1._ T Y !X} \ Im n '9 .\ \ rn v �17Z z srar,,�',., . ,•',� / Ii I " `v by T ;.� '.?'6',e, ' 4/ ti . II .-.•. , c • 'R. 3 ,la ,_ I i \\ fig.. t SA'.. UTII..ITY,POLE �° ( 36" FIR // 25 v > _ I ti • 1 -6: . ..0-- . . D DRIVE ■ • 67 �„.•..,...-..m.-- i k S 8£3°14'22 N •at 366 '\ : % CLB YVI6N'/RICAARD6 LAURLL HEDGE E 24a° ' 18. FRC 366 766 / A.' -2644 :1 •� € ROAD/WATER/ . TRANSPORT ` " PIS LINE CROSSING 1// i 1 � : � ' (SEE DETAIL) / , . '/ / LAUREL HEDGE 14 04 9Pi' i \Y522.91 3 6 1 P CONTINUED ON MAP 2 [B] MAP 3 ') F PI ,; PAGE 13 OF 28 ill ,, •:.•„•,,...,:,.. � ::: I `y EXISTING WELL 1 CONTINUED ON MAP 5 [D] v`"Irlit -----------_ i� , 1 s. ... 11 LEGEND : ,4, :\ \ / ww - -- II' ' Ivv ` v, . v ./ or Soil Log 399 CALC DUBACK �\ \\ �@ ` ,. 11 1 799 FRC399 � / \$GALE1 =30 IIIJBACK v � v= or or Tree ' \ A\Ya CALC DUBACK /IS NOT A SURVEY =nil=fe¢ v;794 FBG394 w �� A 2=38,06 '`" p X11 �� \� :I _ F. �� ' r _ - - ,•••••••— Wetland Buffer '`` min •.-:-•::::-„ \v� v� , vv1 --- - — — Wetland Boundry-�. / i ii m- r y. < 1 t ./. -- �` ----- Existing H2O Line m_ i . �I in v1 `v — — Proposed Easement / , ll v`� I ry v: ;' / �`vvvv `. 0 Wood Stake I / I . .- / AA w —- ' =� Transport Line Casing I / IL IN -57£ � `` __ __ Transport Line ROUTE THE TRANSPORT LINES AROUND THE � �� . - EXISTING WELL AT THE 50'RADIUS WHILE v. ` ■ MAINTAINING MAXIMUM POSSIBLE SETBACK 50' Setback ,, : 1 �v v FROM THE EDGE OF THE PAVEMENT AND EXISTING WELT_ I �� v � , 'y •v / SLEEVE AT DRIVEWAY CROSSING. I `�,` CH RI/ICE POLE v /•li SEE SLEEVING SPECIFICATION ( I _ vv /' ■ ` I ,1 ° = f I \ ,' 11 \ C I , Z\\\ � m 1\ , 11 \ I „r ` i --eFi1} Y 795 SRC 395BACK 11 v I .:0 AywAAVVVV� vv Z.39.BBIw. n 8.f• \ 1 I LPrf I-LI Ill I 1 r R 1 r \ I \ ;. / I 3/�, I \`\ OVLRHE: ()POWLR LINO, \\\ ,• // \ 3 \ \��. 47 ? ,gip•.. / v 1 <I"I. EVER ,' / \\ ” \ \ / -- ------------ Lri m' V A\� .1 :iI-�. ./ L+7 I - ' 0 -�a� r i Q��t ° �``\ �\ ) 374 R7 � SfTc \ -\�\\\�`\�j\\�� I CALC WOOD POST a lb aI1 I 11:-n � Sp �� v� _�,,, :44/,l"k J a. a. tS '' '' .1..) C13.49. 2 • \ \ . f.-.., t ) `9 \ �!r ... V \.• • SHE 6W • \ �� s '-ROAD/TRANSPORT M ,v v , c. , ` STREET E ICS ,7 `� \ m t LINE CROSSING =:BLK2 �?�\ \� -- (SEE DETAIL) \` e, GUY ANCHOR L _....- _,..,:.. ' ``�� Av\u:.::..:."..vvA ♦aw� ? ;L.. y, f 11..1 l3 oAAyv ELL- ;I aF) x LAUREL HE =GC / p a \ / A... , \\`\ � \\\ IEW/GILL AN A �c �� A �/ .— � a : � � \ \� i,.l ..• ? S III 1 � 1 ,. . /Vb 249.98' t ..1� ',D EPH(1NF T._ ---. 1i p V v . vvv , ( awl �w re�s 17 B..B X11 V1' '24h 1 n FRB 65 Ii Q�� ,, ANCHOR Nathan Cleaver Septic Designs, Inc. < Cr) <�" Phone: (360) 598-6546, Fax: 360-598-6548 TELL-RISER �� - .. ' 1990 Kimball St.NW,Poulsbo,WA 98370 �� w T( P SIGN I / � V '�/ \ � .r`. � E-mail:nathan @nathancleaver.com EXISTING WELL I v \ ) � `\ :-:. F j (TO BE ABANDONED) ‘ \ /,. , 7 � I u CUSTOMER: Patrick&Lynne Monnahan t. --- I HOME TAX ID#:970-800-327, 970-800-328 1 POUI..DER- ,._,_ \ \ � �I ° 1 ?� I DF TAX ID#: 921-332-034 1■ 'I [ `1\�v\ � T RANSPORT LINE CROSSES: 970-800-402• 11v v' ® Ji: 7 ' 970-800-315, , 970 800-324 vv 970-800-316, 970-800-326 vv ��y T t k/ LOCATION: 261 Bayview Drive, Port Ludlow v � /;• DRAIN FIELD: 361 Mats Mats Beach Road vv B �' c y� B4 CALCWoo. V(1 DRAWN BY: DLR,JW, ICS, NNC \ (3)2"200 PSI POLY PIPE _ v / z 33.7s � ' . v TRANSPORT LINES \� / DESIGN BY: NATHAN N.CLEAVER v p i„1, `l� ` / DATE: 20 AUG 2010, 7 SEP 2010, \\\ •' :'/ 10 DEC 2010, 14 DEC 2010, vvv :�I ` �i`. v REVISED: 13 JUNE 2011, 11 JULY 2011,. ,,,„ `v 10-FT TRANSPORT EASEMENT .;gip=, 1 - ( i� �w�v'; */. • LEGEND 0- Or A, Soil Log SCALE: 1"=30' or or Tree 0 THIS IS NOT A SURVEY 0 • 0 w . p -•••- Wetland Buffer L'J • • Wetland Boundry el? ------ Existing H20 Line - V\ Z 11■■ OF" 51 • , • ' DiCD Proposed Easement <11 (7 0 Wood Stake , -• , ta`b . • c,„ .11 -Nonenss-Transport Line Casing Z: Transport Line - CENTLRUNE OrrcH OVERHEAD POVVER LINE s-",;,‘,1 • LL, •• NEWSPAPER BOX ....„„ 'BOXES --'1'ml•••1--"" - - 7,7 ••••7 . • n 317;CALC NW LT 1 MMB BLK 3 mA TRAFFIC SIGN :'• . . . . . . 1-TCcAALLCc RD/UBBACK •-• • • FGk =a' •-• W•-.• 1 • T. I ' I / CENTERLINE DITCH .... aos\ . * i ; ; • \ ,4a - • 11) ,„ • ' .••• • I , / • . . _ • _ - , •-• . - k • • "a. • 1 / THE TRANSPORT LINES TO BE 25' FROM /I THE EXISTING WELL WHILE MAXIMIZING I.. 7Z9-.413T0C2391 SEPARATION FROM THE EDGE OF THE . II PAVEMENT&SLEEVED WHERE LESS 4< • • , . , I THAN 50' FROM THE WELL. • I., I SEE SLEEVING SPECIFICATION f • : • . . . . , I 50 SETBACK tlis41-JSED VVEL-/- 254, ••••••:::•• ; „ •33J jI • • 1.4 ••• . Nathan Cleaver Septic Designs, Inc. ;••• 1, •. Phone: (360) 598-6546, Fax: 360-598-6548 I . • SEE ATTACHED WAIVER . ••••• 1990 Kimball St.NW, Poulsbo,WA 98370 E-mail:nathan@nathancleaver.com t;1 ‘1. •• , , — CUSTOMER: Patrick&Lynne Monnahan : , . II :1 1 HOME TAX ID#:970-800-327, 970-800-328 DF TAX ID#: 921-332-034 „ • . /1 ' •••• `•• 47.• TRANSPORT LINE CROSSES: 970-800-402, 970-800-315, 970-800-324, T„1- • .." 970-800-316, 970-800-326 LOCATION: 261 Bayview Drive, Port Ludlow DRAIN FIELD: 361 Mats Mats Beach Road • .?•••• DRAWN BY: DLR,JW, ICS, NNC UTILITY POLE ;;•' • ,•• _____ DESIGN BY: NATHAN N.CLEAVER s. (3)2"200 PSI POLY PIPE tr DATE: 20 AUG 2010, 7 SEP 2010, TRANSPORT LJNES 10 DEC 2010, 14 DEC 2010, : REVISED: .::„. , 13 JUNE 2011, 11 JULY 2011 ------- '•'J ..• ..• • = •• •••: ‘n 392 CALCr2JBACK " 2N.3'1 , 12" CMP J'f41,0, 0! 1F sa: IF OU O )8 11101i..1"1 . P°LE FUT:. ------- = .•:``''I , —7-- A„„„.4)) z „ . / AL . ..(74s No' 55 NrIl ••■•- TA „ \ re6d1111111.=•—r (57 (1rur.i /.A11M1.1 ; (,:;'?'f;\ 4441Z>N<\,,,,:4, Pn`-1• ebN , . 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MM.... , 6 , 41) 0 et, 1))414.6' D N II c ..., ey 73 O G . m „••• _< -. , . .. ......_ ........_ _ *...... n m CO_, O I N 00 • • • 100 1 1" Stlb . � � . , SCALE: 1"=30' �� /;' THIS IS NOT SURVEY 3 \ - %51 (.1 , <,1 \ DRAINFIELD EASEMENT ,,, tr _w' LOTS 27-28 ---�• 5:,0 r �� ■.,� r ► S LEGEND CO 62°� 1 9, or 0 . 8 • SPK F, Soil Log 0'0 N 90° E 9sPK tz • ( °'° - ��°:!� E� aor*orQTree ' T WELL I rsw,� I � 0.148 acres.' (;O' °p`' o —•••— Wetland Buffer •-• t / A i , 100%Reserve Area / �1' w � ` Ls z7-zR Wetland Boundry % Ln 'o , ' 6,',.� ------ Existing H2O Line \ � ono ;0",;.....,‘, �•� Y j;E I z$ X...i �relic' — — Proposed Easement —1410 illi/ ,, 30'Downslope ' 100%Primary(2)Glendon M-31 • Protection Zone s 1 S'x 20.33' Wood.Stake / % 'li • , ; r�'�+��N; LOTS 27-28 O • N j j I Transport Line Casing u', - \ Transport Line / f79.782 \ N 90°0'0" W ru k I UNDERGROUND v I �� t STEP LINE V;\\ / V/ \ . , r•4E.C3 /off' ,i I «./ c • i.., 117 L.11 i j z cr 0 t ! o V ; A ' sL-40 ! ' 410(.._ - E tze tI � I tro I \ ' * 71-- 1 • � � • w • \t `9�� •.`. `` N. • ,. ( *-- 1 �O �( p rn 4 O \ + ut i TRANSPORT LINE EASEMENT 1 T:, t9 F`9.p • '.. Runs up existing road to avoid �� - °� • Au , I disturbing wetland buffer. i '.s N ]� �� ,\ . i§i �`--(3)200 PSI POLY PIPE 4,1 I TRANSPORT LINES l ° 6 co S••• , ^. ,,::::14,,;"4'1',' • %-.'' •- • <4414."/ / 1 • „„• , ,-• ,.,1 / '1� ' l , � � ,A - • ,, V1 . -\.,. TRANSPORT LINE/WATER LINE CROSSING :,,4,' ,. • �� So : '‘ TO BE SLEEVED MINIMUM 20-FT'.7112.--- WEST Q,UA€? ER CORNER SECTION 33 yP° ,1 ; j i\GS \\ FOUND: O 3-3-'2003,A<"X 4"CONC?L FL �� ,_, ti /'". j .' �, C_.__\\_____--------' MONUMENT IaITH A j BASS CAP IN P iU 9Ei T WEt.i. .� \ "�' S, Q a. Nathan Cleaver Septic Design, Inc. ! •• •�; _ 3 r �UMP HOUSE UNDERGROUND OW R I•.II Phone: (360) 598-6546, Fax: 360-598-6548 ■ o o,w ▪ ',� �f 1990 Kimball St.NW,Poulsbo,WA 98370 , . - r` 1•• •d H7512 C10l133` co II• o - E-mail:nathan @nathancleaver.com k w ,� WIC° N Wl 4 - 10CUSTOMER: Patrick& Lynne Monnahan 'p — -_ N 87°51'20 W • _,,,,,._,,,,,..,44.,---;------. HOME TAX ID#: 970-800-327, 970-800-328 ii2 - DF TAX ID#: 921 332-034 ; CENTER!.lNE DITCH ' li `� • 41 ._ ......_ .. . T � �Iv,�:� '�oo0y. °c Uc>� �, TRANSPORT LINE CROSSES: 970-800-402, �� w ,� v �p V ,� A©�AA� � � \� Av a y. A�� w• 970-800-315,LOCA �� v� ��, _._.:>v� �" �y�` �`� � ��' � . �rrwr � "o, :. DRAIN FIELD: 361 Mats Mats Beach Road s I '''''''44411,,, SPK 13 d fi / ► Z 41.13 A y DRAWN BY: DLR,JW, ICS, NNC !� =-:� II ._ k1 q ,, DESIGN BY: NATHAN N.CLEAVER t... , <� Nqs S 87'51'20"E 1011 74 r`-•• DATE: 20 AUG 2010, 7 SEP 2010, i y _ ��. IN RIGHT OF WAY !'EFC RIGHT-Ors t a E v:8-1977 10 DEC 2010, 14 DEC 2010, _.. 5100251 Ni' (SEE DETAIL) REVISED: 13 JUNE 201 1 11 JULY 201 1 0• I•ATHAN N.CLEAVE:ri ?r'�� GiC NSEDwD � , _NI. ROAD/TRANSPORT 25 APR 2012 EXPIRES ,i /a, LINE CROSSING (SEE DETAIL) " I 1 1 Z 1 Er'.. I f I I HUB/NAIL 117 :' I / 1 Z=14.72 116 1 Z=4. 7" �- 1 ©350 r �� I I I 7sQ RC 3[0 LEGEND . ❑ r I- 1 Ca or A Soil Log IiirliO f SCALE: 1" = 20' : ! - ' , 1 Lr: L'1 A --. or or Tree THIS IS NOT A SURVEY �-- -- } - Q - - _ :.• ) . I 10' • SL91 ... Wetland Buffer R. _ ! ,-t ., I — — Wetland Boundry f;! Existing H2O Line cn I (t — — Proposed Easement t : --- ✓-_ _ - SC'-x / / '- w-' 74 RC 3 -O g y �� F Wood Stake {f f' _ € 20.9 � 362 ,, 1 746 FR•346 2=1 59 • 2 S 88°14'22" E 174.99' _--Transport Line Casing 1048:e •�.., Z=1:.8 1 _ Z=816.44K Transport Line Z=15.73 46 748 FRC 3. i I f I E. t• ,r• .� � . 26 r r; L�.I l • SL-3 ' • I t 'R: 1 it- CO / t• U I H 1 t o \ 0 t • 4 it i I P11(3.16 114 ' \ 1 '. 10' JJ 88°1 ' " 152.49' i 1 i l 1 11 4 4 - ", 343 f 344/ e. • 7•45 FRI"' /3 5' MIN �' / 0 _ ? i Z4,‘a a: 2" 200 PS 'OLY PIPE HUB/NAIL 113 1 RB 345 2.32 745 I � ,� � TRANSPORT LINE Z=15.04 i=2.32 Ira° \ t I 1000 GALLON 1 1 PUMP TANK \ ,tt I • L.. 1000 GALLON iiii V i lb' �C j SEPTIC TANK \ ;t� \ 11J �\ SL-y I I. i 27 y ( I 5' MIN.SETBACK o ( 1 t1 \ ,, 1 1 [ 1, I i I �� - - -p 1 W X1 �'.Y S 88°14'22" E-129.89" 341 f I ' qq >_ I 340 , �.."......._, �,•i. �'•• 740 FR 5i 0 \ O 1 t I:,.Zc13 8 ; `� 3424$ 1. �' I . PROPOSED / Z43.82RC 342 'I 1 - -0---- I Q 1 r -'� i I 2 BEDROOM I ? f w . . t I SFR _ / � sc I •>`�1., ,W r° ,' , . QS art, f 3 I I 2i F , I -0 �� "m ii " - `i r �. ��m e, 1 3` SPICE jPROPOSE I DRIVEWAY f ,§? �, ` : =13 9$ ff T ,>. ...; \i ,r I l:':- \ i 'ROPOSED TRANSPORT 1 I 0 rl)� : D 11 �� E. EMENT LINE 'i j 0 ,/' ,,,,,,:;- ri ,:. : 1: LINE CAF ME ems ;I t t( 1 i # r 14.57 Grp ^� I , HIGH TIDE \ . i ®337 1��9 K S 88°14'22 E ;116.39' t J �� FEET T •737 FRC�337 I 101 .20' I FRB 338© 1 1 �'339 1 BEET NGV L- Z=13 7�f I I i Z=9.44 5I. t Z=4.34C 3391 \ 1 . ...• I E I I I I i/ I I d 'I I / o , I I II i 1 � _ 'N P Ir? a ._ t I I�cS P ' {I,., 1 S 14F3`� ( ' I ^j S,/T` C ... try, 1 t 1. , 2 9 ins R D F�s .`n o i I s1ArF.. �, a 1• -'g°, ', i 1 �', ' z G;a ,$.; "" Lj 1 Nathan Cleaver Septic Designs, Inc. -,' o��?.�� X) °J I Phone: (360) 598-6546,Fax 360-598-6548 I I r , �t� f l 1990 Kimball St.NW,Poulsbo,WA 98370 t \ ; j I i 1 .� ice; C0 I. 1 I , ( Email:nathan @nathancleaver.com IJ ��\ _ �1. t '- I 1 ' 2 E 1 ' � I I S 88`1 C , CUSTOMER: Patrick&Lynne Monnahan tI 304 ®" m -3 7 �,t I 705 FRS 1 01 . 1 ' 7 ��O-�Q 335 HOME TAX ID#:970-800-327, 970-800-328 )c::__\_ z 13.2• FRC 33� 7 5 C.2„, 1— �\ I i . : +, , r �' SA-a. DF TAX ID#: 4 \ \ o +': \4- ,' --- . TRANSPORT LINE CROSSES: 970-800-402, I w, �� r�'° 970-800-315, 970-800-324, I , i `� ( l /4X—... "��-- . I 970-800-316, 970-800-326 ' j,' 7 �' .�` i� LOCATION: 261 Bayview Drive, Port Ludlow ,� I , I �. DRAIN FIELD: 361 Mats Mats Beach Road . [ t1 1t lr1 '� DRAWN BY: DLR,JW, ICS, NNC :n II I ++ DESIGN BY: NATHAN N.CLEAVER I, I , Approx. Existing Sheds DATE: 20 AUG 2010, 7 SEP 2010, A. �f L "5.% ' 11 I c� . . " f! Approx. Hose Bib j°'`' 10 DEC 2010, 14 DEC 2010, I ( {1 I-' ," ' REVISED: 13 JUNE 201 1, 1 1 JULY 2011 Iv` 1. -' S 88 014'22" E 131 .09' :i I� I. 1- f 04 FRC: 1 1 1r i - -. 1 4,.12.43: 1 8.1 ;J `�°'° 332 I FRB 332\732 I I. • I 2=6:48 Z=3.77 i ' .. , FIR PAGE 21 OF 28 M ; I I •: '- . : /\ Approx. Existina Shed , f,. 16) - -- SCALE: 1" = 20' -- THIS IS NOT A SURVEY . , --- r ROAD/TRANSPORT LINE CROSSING STREET SIGN � ` ; ,. \ (SEE DETAIL) I i 4j) GUY ANCHOR �Irr��, I E. DER Ill iiiini • 111111Wif `� ' \ , yowl J n. \ \ \ e , \\ �`\ \ >, LA1JRELHEDGE � 1 Z T a vv to �\—3RO ND TELEPHONE `----- T -- 1 l'a(D ) ' ELE. RISER ji ca.. r /) s� I , ' SIGN EXISTING WELL TO v BE ABANDONED I UTILITY OL E �, • `r----t --- -- ,, ' i .. VA�� , ' I x l se Z LU Ia \\ / r uj t TRANSPORT LINE ROAD CROSSING BAYSHORE DRIVE ..,, c., , ,t) ,,,i...., ,‘,,s----,-„, x• ✓T't? m > sT Nathan Cleaver Se tic Desi ns, Inc. � im> rrrF 3 4, s �` �T R Phone: (360) 598-6546,Fax: 360-598-6548 a.%, 0 l (') 0 4„ "2 j 1990 Kimball St.NW,Poulsbo,WA 98370 :X.:,1 y LEGEND E-mail:nathan @nathancleaver.com or Soil Log CUSTOMER: Patrick&Lynne Monnahan 4 r• HOME TAX ID#:970-800-327, 970-800-328 �... J :or Tree DF TAX ID#: 921-332-034 1 �� '� TRANSPORT LINE CROSSES: 970-800-402, rf ,z'2+per -•••- Wetland Buffer 970-800-315, 970-800-324, ' c� '\ • • Wetland Boundry 970-800-316, 970-800-326 1 *��' LOCATION: 261 Bayview Drive, Port Ludlow ��'� ----- Existing H2O Line DRAIN FIELD: 361 Mats Mats Beach Road IG-- - - Proposed Easement DRAWN BY: DLR,JW, ICS, NNC 16.4");'**1* Wood Stake DESIGN BY: NATHAN N.CLEAVER DATE: 20 AUG 2010,7 SEP 2010, -6•1•INNI-Transport Line Casing 10 DEC 2010, 14 DEC 2010, Transport Line REVISED: 13 JUNE 2011, 11 JULY 2011 PAGE 22 OF 28 )iiilitli ....... ,,,/,,,,,,,, ,,, ...... _.,..;' ........ • rn _ 23 ti>-ix04( -- . - , v„ .. 4,„ .. ____.... , ,,,,, , , — r. ., -,1 C) a� ,\,v ,/J �5; ,�, ' ♦ Ate.,'' ,. \ � \\ / L �� / i� / �e f,.4,\( . ,Al ( ,,,,.. � fit, a e• D C7 Z °8'12 40" E 4�. �, 7 • -I -1 03 z _ ` :• 1� • 'I r O 4i S 621 -~ _. .' m —I 1 \ \\\\ \ S 2°:1 i 's ,A, ''- m r J YV �\ �■ � �� ( O Z r N � � \ ,. i 3m 0 imp Z mm D � � � m � C7 p �,• R 0 - �. y w 70 � � 0 � N z � \ 1 I C z T > 0 "Zi, / m Z r) , , , • po I ......_ 0 , 1 l ........ ----- , , , , , , ------ .."---- ---- .."--1 v) „, , - .... , , v) I 11 I 14 ��V \\v� ....r,. I '1 /� 1 � 1 �® �� r m 1 I I i o Z 1 '� 2 Ca —1 -1 , E., 11 Kii c7; ;; * -_,-° >rT<1 * * * 0 > Zr::" , / 1 .. '.'''' ' V fa_ 0 -' DT 37 Q v + (g I CS (D C - ° O g v g m m r l c I CD cD m \ > m > mx730 „ O c Z 1 m z Z N > O (0 m T rn \ a �n Ip \ 75 -< r Zk w T m e cl 00v vv v N z p W N CO CO Z p N (J p 71 91i; �i vn� T • w o O y r m m v v m c0 c0 w s ( 0ao� A gu D �, ' \\ F z n c) D g v v O O o w to c) ,....-, \.� h„, 7 r O O w O 10 r‘l ■Xi l cn o w r - V m z W CO CO CO N N o o d V P.4” r" � - J r I ( D n m < v v 03 v (9 w A N v O o O 3 < 23 to O m [1 m 1a S v 0D 0 Q j D C (0 C n N qm I I f O N - O N 3 i ( O p D I OD \\\.> ..... ....... T"- I ( O > in- Z I—j,e)3''C:\0...‘ 0 r9 �+ O V \ ( Cpl- :1 Q rri co m W -< �\ . 0 Ti \\\ o i 1 2n 11-1.1 Cal N al ' N 1 \ IEEL SCALE: 1" = 20' / �" THIS IS NOT A SURVEY ROAD/WATER/ . ` TRANSPORT TRANS 0 t Y LINE CROSSING I .; 1 , DETAIL) . - -• J (SEE L r T ; j/ LAUREL HEDGE Nathan Cleaver Septic Designs, Inc. ,;, \/ \/ Phone: (360) 598-6546, Fax: 360-598-6548 , 1` // \ 1 1990 Kimball St.NW,Poulsbo,WA 98370 i \ E-mail:nathan @nathancleaver.com ,, _. i ,t.,... , CUSTOMER: Patrick&Lynne Monnahan ;::: HOME TAX ID#:970-800-327, 970-800-328 l'f DF TAX ID#: 921-332-034 / I/ TRANSPORT LINE CROSSES: 970-800-402, � ° ( 2 970-800-315, 970-800-324, I - ( 970-800-316, 970-800-326•1 I1 • I SL-2R LOCATION: 261 Bayview Drive, Port Ludlow �n I DRAIN FIELD: 361 Mats Mats Beach Road . Iy i I ;` DRAWN BY: DLR,JW, ICS, NNC 1 1, DESIGN BY: NATHAN N.CLEAVER I 1 r-- ( __ �__0 DATE: 20 AUG 2010, 7 SEP 2010, • (i` o S 88°14'2; 10 DEC 2010, 14 DEC 2010, j`I �' REVISED: 13 JUNE 2011, 11 JULY 2011 • t'' 1 Q-,," r f I SL 2A I ' c I 0 � '� u- Q I / 1 . & 1 1 �" I 10 j I SL-1 I I 1 WATER/TRANSPORT ? _ ! „ . c i LINE CROSSING • o • V (SEE DETAIL) 1 c) --- :--r 2 S 8°14'22" E 174.99 I 88'14'22" W 15.00' . . /7-- 1 , Ln LEGEND I SL-3 11 � 0 or Soil Log 1 . 1 .1'' 1 E1 or or Tree �f ; , 1. ,� . e° \ SI SL-4 ••••— Wetland Buffer 1 ' I G 10` � 'I S 8S°1> — — Wetland Boundry Existing H2O Line ? 11 5' MIN 1 I 2 200 PSI POLY PIPE — — Proposed Easement ,,-mrcr�'''STF \ + `# TRANSPORT LINE 1• o(Jz q J .�•flif Wood Stake .°�.�P srcr�;....q�. t -� / �...,..L\� I PI -�E Transport Line Casing m �� 1 1 Transport Line 5 ,`., •'' k,4 � �� Yr , - A y' 5'MIN. SETBACK (%1 ' ' -.-... 0 ri) 1\ . .\ Ln 1 i \\ // , 4 ' ti \\ S 1t� i i WATER/TRANSPORT -- Q.... \\ LINE CROSSING r.. ,o � w . Ammo \\ S 8 '14'22" E 1 (SEE DETAIL) _-- _ I \ ,,---- ' Q ; I 1 PROPOS w .. i 1 2 BEDRO } R 04"4s a �� \ ,•, . . ..... . ........ .... ....I. RO NE CROSSING DETAIL ;Ss,oti? \� ik");11%-\S9 PAG E 4OF28 / \ / 7 't � o h \ f' / \, � \\ ` s,' 3� Iv— z / WATER/TRANSPORT r1 _ LINE CROSSING , I #i; S 88°14' 2" E 129. ,,� (SEE DETAIL) �, _ _ ___ ' �1 PROPOSED 5 : I . ' 2 BEDROOM - -- , w I L` E _ SFR . 1 °� LLD , ;3 I • i ` �, .1..� "' PR0P0 !•DR AY EDGE OF RIGHt OF WAY/ , PROPERTY LINE i s PRO'USED TRANSPORT 1 I, 1 �j ( , EASEM T LINE i� I j f 'I (l ■` 2" 200 PSI PI •' •• i ELECT. VAULT I li \\ TRANSPORT LINE �i EXISTING WELL I ;/ 1�, S 88°14'22" F 111 1639' (I' I .1 ,�� f y I i 1000 GALL( SCALE: 1 = 20' 1 II THIS IS NOT A SURVEY 11 ; I -"" r PUMP TANK 11 �. (i I 1000 GALL( 0j 0 0` I 1 1 SEPTIC TANI \ I ' �I� t --__I_ ..L_ I _ ! , 0 5'MIN SETBACK 00 ROCK WALL \ , 1 II I ,, II \--70,,,,, 1 C a; '1 LU v 1: I i WATER/TRANSPORT LINE/ DRIVEWAY ` ' ' ° ' \ 41/SI , CROSSING y� \. i ! , IA ...J S 88°1 '22" E`1 3.69' (SEE DETAIL) ! ` 1 , " —.. 01 . 1 ' -- ._ . r. ; o 1 I I 9 • ; . ' PROPOSED 1 I ° `re- -;,' 2 BEDROOM 1" 1. °, . •., `\ 'i- \ \ I "Lo PROPOSE, DRIVEW r. " SFR LEGEND ire ` 17,7 1 . \\,,,'''' /0 — or Soil Log 0 "- I.€ I I 0 tr— i Approx. Existir I l i. Approx. Hose I I I 1 I pP } \I �� I or or 4 Tree .' 8°14'22" o , -'1 S 8 E 131 .09 — \`\ __ I I -_-- 1 2" 200 PSI POLY PIPE 108.19' 5' MIN.SETBACK •••— Wetland Buffer ---- i- I I TRANSPORT LINE — — Wetland Boundry 1 I I 1 i / 1000 GALLON � ( ( _ _ PUMP TANK ------ Existing H2O Line - 1 I W , U I Iii ti / 1000 GALLON 1 I .>_ ti/ 0 ✓ SEPTIC TANK — Proposed Easement u� ti .I f" p S'P .T l 0 Wood Stake rn�u sTq o. i -I T 5'MIN. SETBACK -�-Transport Line Casing ` � I? r 1; L1J�` op Transport Line1- ^ „� r �:� _ I Z i 6" WILLOW ,1 S 88'14'22" E 118.81 ' 42" FIR -.' i " 4 PROPOSED �, -) ornnnnkA Nathan Cleaver Septic Designs, Inc. 598-6546, Fax: 360-598-654 WATER / TRANSPORT LINE CROSSING DETAIL 54 Phone: (360) 598- 8 1990 Kimball St.NW, Poulsbo,WA 98370 E-mail:nathan @nathancleaver.com CUSTOMER: Patrick&Lynne Monnahan , HOME TAX ID#:970-800-327, 970-800-328 '°: DF TAX ID#: 921-332-034 ,..r_ • TRANSPORT LINE CROSSES: 970-800-402, "�" ; co 970-800-315, 970-800-324, CO �0®ZS 970-800-316, 970-800-326 xi Amp LOCATION: 261 Bayview Drive, Port Ludlow CP I C.D. 4,-00� �� DRAIN FIELD: 361 Mats Mats Beach Road < s CA �r�� DRAWN BY: DLR,JW, ICS, NNC Via.. --� \\.- C�#43.%64 cia DESIGN BY: NATHAN N.CLEAVER ` _ �J DATE: 20 AUG 2010, 7 SEP 2010, A r-- 10 DEC 2010, 14 DEC 2010, c"os REVISED: 13 JUNE 2011, 11 JULY 2011 3 r PAGE 25 OF 28 X O O rri k 'N� � . . X 8, rri pt O * —4- : I : el- rn _.1 ►- _ 0 N. o k, ,_< 'k.' _ ttt . pZ, � o z N d 1 rn D 0 Co �° z O cb � � ZCD N Z rn o —I (� 0 a--- ,... a d C7 uJ LI i D n rn m xi o) � dcD D 0 H o r 0 C!) ° m — �, z Po _ 0 1 rn N )— CO 0 I— V) M 0 M M M ,,C rn N n C ti k\r; S tr v rn , v ` z ,r��__, o 0 ^z c c O O r -i v 2 C) r % ( 0 0 e1 m D m XI v O : m O c S Z Y1 < m > N � m �� a 4) (.7-; D6 S ,,,\11,4a 0)0 ^J x C P co m O 0 A o w iNO 4 ^C *k Q O N �+yy V Z O W N CD CO Z IPJ O O Z n s. m _, _, (n N O r- f n N rte+ -- a) (A 0, W N 7 C N f! (01 (" > °° <• (4 `-:1 --i C° m Q d D (� 2 N O W A m m d m 0 0 9 V 3 m p N 0 N 0 000 co = 3 0 w N 0 0 o o O 1 o a c w (a o o z .wi a) H Cl N N ' co A A • Washington Glendon®BioFilter Design Manual December 28,2009 Page 19 of 23 Glendon® BioFilter Model M31 Worksheet Slopes >5 - <20% Basin Capacity,GPD 120 Basin Dimensions$ 10' L 6' W 5' D Soil Absorption Rate,Gal/Fe/Day 0.6 10' co of wr,SN ► Mid-Point of Basin ..4 + g . Cover Sand � 5100251 5 (,.{ Qr NATHAN N CLEAVER ?i Y�LCC�? DE I; EXPIRES iL7�, 6' Basin / 15.333' Primary Area M31 Cross Section Perpendicular to Slope 15' Nathan Cleaver Septic Design, Inc. • Phone: (360) 598-6546, Fax: 360-598-6548 1990 Kimball St.NW, Poulsbo,WA 98370 E-mail:nathan @nathancleaver.com Protection Zone 60/0 Slope 30' CUSTOMER: Patrick& Lynne Monnahan HOME TAX ID#: 970-800-327, 970-800-328 DF TAX ID#: 921-332-034 TRANSPORT LINE CROSSES: 970-800-402, 970-800-315, 970-800-324, Glendon BioFilter M31 >5% Slope 970-800-316, 970-800-326 LOCATION: 261 Bayview Drive, Port Ludlow DRAIN FIELD: 361 Mats Mats Beach Road DRAWN BY: ICS Rim Required= 120 GPD X 1'/4 GPD= 3OLF DESIGN BY: NATHAN N.CLEAVER DATE: 25 APR 2012 Rim Available= 10'+ 10'+6'+6'=32LF Per Basin X 2= 64LF Basin Volume Required= 120 GPD X 2.2ft3/GPD= 264FT3 Basin Volume Available= 10'X 6'X 5'= 300FT3 X 2= 600FT3 Absorption Area Required = 240 GPD/ 0.6 Gal/Ft2/DAY= 400FT2 PRIMARY AREA Calculations: 15.333'X 15'=230 SqFt-30 SqFt(half basin)=200 SqFt Per Modular X 2=400SqFt RESERVE AREA Calculations: 15.333'X 15'=230 SqFt-30 SqFt(half basin)=200 SqFt Per Modular X 2=400SqFt (2.Q SEWAGE DISPOSAL DESIGN $Including the annular space. j A •r r, R , d for Co srruct;on cO Glendona BioFilter Technologies,Inc.2009 All rights reserved. W%1 or /. Date ?pie y of 2,e Washington Glendon,BioFilter Design Manual December 28,2009 Page 10 of 23 Build on Site M32 Basins An M32 basin may be built on site(BOS)using treated lumber rated ground contact for the sides and rim. The sides are 2"X 4"X 30"studs set 2' on center on a 2"X 4"sill for the foot and a 2"X 6"rim board set vertically inside the studs as shown in Figure 5. The interior sides are"filled in"using 1"common lumber. Figures 5 through 7 are examples of single M32 basins. M32 basins may vary in from 120 to 500 GPD providing the volume,rim and depth factors are met. ... ' ' 0 w ) Figure 5 M32 Build On Site(BOS)Basin Side View `�8�t®t nv p0nm� �o� Gettfr The M32 basin is set level on a water settled sand pad for slopes up to 20%after the native soil is scarified to provide bonding between the sand and the native soil. It is noted that the rim must meet the/s"level specification. The studs outside the basin walls are trimmed at a slant after the rim has been verified as level. A 30 mil PVC liner is then installed in the basin to provide a waterproof barrier for the basin. The stand pipe and the back fill then proceed as with the prefabricated basin. Particular attention must be used to assure the lifts during the backfill process are small on the inside an d outside to minimize stress on the basin and assure the rim remains level. Note in Figure 7 that temporary supports on the rim are useful to minimize deflection during the back fill process. Do not nail the supports to the rim and assure any folds in the liner are filled with cover sand to prevent short circuiting. Again,care must be used in handling the liner and during the back fill process to assure its watertight integrity is not compromised. ©Glendon®BioFilter Technologies,Inc.2009 A11 rights reserved. 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