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Home My WebLink AboutSEP2004-00234 Jefferson County Department of Community Development 621 Sheridan St.,Port Townsend WA 98368,(360)379-4450 SEPTIC PERMIT APPLICATION PROPERTY OWNER MICHAEL& KIMBERLY MONNAHAN MAILING ADDRESS 2727 FAIRVIEW AVENUE E#17 SEATTLE, WA 98102-3118 PHONE ( 206 ) 328-3214 SYSTEM DESIGNER NATHAN N. CLEAVER Designer Phone# •®- '1,_,:_± '6 LEGAL DESCRIPTION: Section 33 Township 29N Range 1'E PARCE # 970-800-33t ® • 921-332-.034 Subdivision Name MATS MATS BEACH Division Block 3 Lot(s) 31 - i-:X:9 0-B09-y02, Site address/Directions to site 291�Bayview Dr, Port Ludlow -315,-324,316,-32 _= $29,-330 SOURCE OF SEJNAGE/USE —'TYYP•E OF WORK WATER SOURCE Residential V New Tank/s only Private Residential ADU Modification Public Commercial Expansion �'►� Community Upgrade Repair° SITE SIZE 17,562 +/ SYSTEM TYPE Partial Repair-(tank) (drainfield) Previous Ev luati_on Conventional Designate Reserve Area Yes#'SE 04-U(7234 Alternative Redesign V No SYSTEM DETAILS Number of Gallons/day 240 Soil type 4 (attach soil eval.) Application Rate 0.6 qal./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. Staff's 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. Property Owner Signature Date 1 ( ]� FOR OFFICE USE ONLY " ®fim l'ar , /Q r i `3 PARTIAL ASBUILT vs+dV.4 ' to / FINA 1,1 �!i/ APPROVED 't Cry C'11 rn INSP/PUMP TESTED "�/.&.)//1 , �,`P� \\`1' \ ' '5?.X. �a:. tji ALL HOL EQ.MET 13`ate e "�b Rec#j — Check# >eJ / Case#SEP v J t H:\WEB\PDFs\Septic\septic permitapp 2008.DOC plejE 10F28 SEWAGE DISPOSAL PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend WA 98368 (360) 379-4450 (800) 831-2678 PERMIT #: SEP04-00234 Date Received: 05/03/12 SITE ADDRESS: 291 S BAYVIEW DR Date Issued: 12/14/11 PORT LUDLOW, WA 98365 Revised Date: /15112 Date Expires: 12/14/14 APPLICANT: MICHAEL J MONNAHAN PHONE: (206)328-3214 KIMBERLY A MONNAHAN 2727 FAIRVIEW AVE E #16 SEATTLE WA 98102 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-sites g, syste s c ified 8.15 amended per ordinance no. 08-0921-00. This permit may not be renewed. 7 i , „ r --- 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 ortank 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: 30 feet Width: 19 feet Depth: 0 inches Size: 1,000 gallons SPECIAL CONDITIONS APPLY - SEE REVERSE CONDITIONS OF APPROVAL- PERMIT NO.: SEP04-00234 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 easement 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 11/22/19£ 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 11/22/19c 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. Page4of5 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_PermitRedesign.rpt 11/22/19E JEFFERSON COUNTY PUBLIC HEALTH, 615 SHERIDAN, PORT TOWNSEND V1yA 8868 ASBUILT INSPECTION REPORT For RECORD DRAWING <:7 67,4f Designer A/Anian/ N. CLEAVIG2 Permit# SEP CA-OOZ34 Installer AD4w)Su kat:-sitar)PX641441711Q Parcel# °12t-33Z-034 'OitAWFlEtaD Electrician :b ,etle-t) E =T%tG Design Flow 1.140 Property Owner MI i_ . T4X ct:.o_ a0-531 Site Address 21( ,C _BY E 1l.T _ r; r.g.v.- Answer all questions or indicate NA DATE Tanks, Pumps and Controls INSP. Tank (manufacturer, size, baffles) _...., _ . , 1, _ - a _ 4• .- 15 Avci VDU- Pump chamber (manufacturer, size) rotTbta Q,epttµtx, l jtYOO c4 ,tLaA 1AVa2ot2- Screen(s)and/or Pump Shroud (type_location) F-1,cv1 t.fO 1.i AQJI%.) Shy & pr 2.o4 f N -t-* i�.2"A• `T ht♦< & 1 t ly_ - 011 .= BA v. Were Tanks tested onsite for water tightness? , No Panel Model -AralUAVktIR.X. `(id. -WA_ Timer Model 1 4it.CC 11313 Pump 1 - Man./Model ozEtte, / F1o5t Row Rate N/4 qpm 1 -tettUT2013 Pump Location (i.e. garage, treatment unit, basement) PUTAAp_ ,-�' , Float/transducer settings Inches g ; Timer from bottom of tank- On/off- 2 d_%ii in ' Functions: On se min Veto - 34.14 in, Off k'0 sec in hr —__ Alarm - 31 in. Veto On - 5 flmin Storage Above High Water Alarm 450 gal. Veto Off- 1.0 se cs,hr" 1_Dose Counter Reading C:4952.1 �OiDOO vGro # gallons/dose 14,40 gal. Elap. Time Meter Reading 0/ 'o 2i min/hrs Pump Throttled? y- Yes / Io Dose Drawdown (in inches) MA' in , i Pump 2 - Man./Model Flow Rate qpm Pump Location (i.e. garage, treatment unit, basement , Float/transducer settings Inches Timer from bottom of tank- On/off- in. ` I Functions: On sec/min j Veto - in ` Off- sec/min/hr Alarm _ in Veto On - sec/min Storage Above High Water Alarm ' _ _ gal. Veto Off sec/rnin/hr Dose Counter Reading ___r.___ # gallons/dose gal. Elap. Time Meter Reading min/hrs Pump Throttled? , Yes I NO Dose Drawdown (in inches) If additional pumps-complete the info in this table ��" for each and attach. Di Other Timer functions & settings (e.g_ override on/off) 1nat-elk-2.. 22. �'` yt j v 1 , H:\WEB\ONSITE1Asbuilt_Report_Form.doc 04/28/10page 1 oft PAGE 1 OF 14 Pre-Treatment rr. n Date Irmo, 44'i4 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, diameter2MClass2oD Poll Manifold size/schd tagµyD 28.1.41 2613 Orifice size /VA Lateral Size/schd le`5Gµy0 28.1w?,0X3 Barrier Material NA Cover Material/Depth mapitmccA mo/12.11 ______ Residual Head (lat.# & ft. Head) The laterals/pods were balanced / No t$ 2.0t,3 Source/Manufacturer of Drainrock/Gravelless chambers CatTDt s RE.Otµtyc. Drainrock Clean-AD No If no, what action taken? Mound/Glendon Site Prep CibeN ■ -Z01Z Drainfield Length ft Width ICk ft Depth NA inches Caps for measuring residual head stored (location) IJA COMMENTS (inspection notes, changes from design or deficiencies in installation)Attach additional sheets) if necessary -hetiE -t-tzNwspoti.ttx se ^S UsS Osr 2p`Z_. eller-µ kAi. N CSR CROSSES AND 3• • /412e NAIL kin . _ �_�- I Z • �.. sv' SIE a la c, Health Department Inspection issues resolved Yes / No/ NA If yes how? Users Manual Provided to Homeowner Date f� �� 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, THE SYSTEM WAS INSTALLED AS DESIC,NED AND APPROVED by JEFFERSON) COUNTY Wit MATE) OR THAT CHANGES HAVE BEEN NOTED AND THE SY IS I O LIANCE WITH WAC 246-272. - 12p/ILL Designer Signature Date License# H: ES\ONSITE\Asbuilt_Report_Form.doc 04/28/10page 2 oft PAGE 2 OF 14 Z 1 j � 1 I II ` m ' ,. :t 1 . , , it j, Nathan Cleaver Septic Design, Inc. , _ I "' LEGEND• j! Phone: (360) 598-6546, Fax: 360-598-6548 1 RECORD DRAVVING221f E ;1 16,39'�j 262 NW Thompson Road, Poulsbo,WA 98370 Z=13.7 I 4 ' �+ or 4, Soil Log E-mail:nathan @nathancleaver.com "t ° I 1 � 1 CUSTOMER: Michael&Kimberly Monnahan 1 , ,, or- ,,' — or Tree HOME TAX ID#:970-800-331 I I 0 I DF TAX ID#: 921-332-034 1 ``a. Eaa =- / I ,„..- TRANSPORT LINE CROSSES: 970-800-402 ‘ --t-Z,-,-)‘,.., ; I 3-""*---.1#2"- i I ) r 1 i li — Wetland Buffer 970-800-315,970-800-324, t } s ( Ij iy I • Wetland Boundry 970-800-316, 970-800-326, 1 o'` I 1 � I SCALE: 1" = 20' ` TC,-�1 I Lb ,' ------ Existing H2O Line 970-800-327, 970-800-328, THIS IS NOT A SURVEY , i aY \ 1 f t ' 'I — — Proposed Easement 970-800-329, 970-800-330 1 ° 1 LOCATION: 291 Bayview Drive,Port Ludlow - ? ° I I ! Wood Stake DRAIN FIELD: 361 Mats Mats Beach Road s l;\i I- S 88. 1 4'x'2"' E ,, : �-Transport Line Casing DRAWN BY: DLR,JW, ICS, NNC ," 1 -1- s---,. lea°:ia FRS 34 �/ -R II -- I Transport Line DESIGN BY: NATHAN N. CLEAVER ! l 1 Z=13.2' / 01 .61 �! DATE: 8/20/10, 9/07/10, 12/10/10, _ _ r-t % I �. , 3 10/14/10, 2/28/11, 4/25/12, t" � I , O \� (i RD: 3 APR 2013, 19 NOV 2014 11 d I \ l 1-5.12 } 3,.k") �` 10 FRB t 11 i I \ 112 HUB/NAIL ,. i • I 1 I ..• I i �_ 2=5.17 '' t Approx. Existing Sheds I 1 .\I z Approx. Hose Bib v� g I {i vI . 1 ,.,i- ' S88°14'22" E131 , 19' • 1 1 I - "-LI 704 FRC 3 1 2"200 PSI POLY PIPE , Q 1 l 1 I 4 2.43 1 08.1 9 5'MIN. SETBACK 332 't --_ _- 1 ,I TRANSPORT LINE FRB 332` 732 rl, 333 1 I I I F f O 1000 GALLON Z-6:48 §z'=3 77 \ \ I ` I ! I I PUMP TANK t I W Ix g I1 I ``€' l i`•, ------ -�_____ 1000 GALLON ! 1 j :3 1 I_, - I --1 5'SETBACK • SEPTIC TANK / Approx. Existing Shed is �1 i 'C 1 �,, 1 ' �'(To Be Removed For �' �i�� GASP Requirements) - ' {4 t" a NEW 1 1, ! , : ;9 Q CD 2 BDRM SFR �J Il i 1' 031 zj > rm '" ..o I i i ;0/.4•°1 4'22" E �41 . I 328 .� _ i��IJ 4 728,-Pit per / 3'30 0.2Qt 328 /f/ 18.81 ' i_ 329Q t 1 /y ��,'� FRC 329 729 A + 1 " " 1 Z=9.37 1 J ■ gym, / / In .PROPOSED DRIVEWAY . " . 115 HUB/NAIL 1 • • Z=2.81 ; I I Z SPK BIG r� 9.03 / ' /• " / „ E f � I S 88'x_4'22 112.39' .. , I 327 ..... . 4•• 700 FRC 327 Z=7.96 703pc 326 F 24.37 ...�. N 22°41'3 L' E 13,7Ir' / j / 3 3 RC 325 I �,,; z=z.7o 111114111k i 7• C .7 ; ' 1 IR) / • / t " r� '! / ,. 1 • f / • �` , 4.1 :11) I / / ' / ts, - -- i, , ' • i \%41\ li,„, "24 •� ..- s ' '6' 701 FWF"3 •,s- \ Z=4.97 �Q'. `� 323 CLBAYVIEW •' y 401c!:::::1 V' N 361 ` ,.* .,, a y' 5180251 '� NATHAN N CLEAVER �1 h► /' . 1.p ..I N R a f` • EXPIRES / f 777 PAGE4OF14 s . 1 1 • L _ I it N ; `‘ 1 APPROX. SCALE: 1" = 160' I \ 14 \`'`.- { THIS IS NOT A SURVEY tt t 1 1 , i - .,- ( 1 rl ‘� LEGEND • \ -'''' `•`< e Vy j I f or Soil Log.4.,,,,''''.......'' ' °‘ :71i6.10.■Kr- . ,.„....._ A---�_` " �.or ' or Tree %_/ _..._ Wetland Buffer ° 9 " "� . \ — — Wetland Boundry• -.."- ,I ... ------ Existing H2O Line �`. 1 " 3 ^gam i I ( Proposed Easement ` ..- -E 1 I I ; Wood Stake �� fir-Transport Line Casing - � , 7"'i• Ainiimmith, ._ ;2 Transport Line z.� � r .� MATS MATS 6E k f?C�D r` u ames i 5 - i , 1 i I 3 , ,`- 11 I X, - --_ � z w '�' , t yil a v . I -=- �'.1 i to` l/, • , �""Ilj 1 I __ get i,i, cam, �v/Hi [ • 7•••• I 1' f' I- ■ - t l . I I ! ° , I I t , i • I f-: { • t i I11 , ,- .„ ,, I RECORDDRAWING ., 1 ,, , ,, , , t t i ' v� /I i3 a■ .__ , 1 1 fi ej';•*-. 1 ; r? t Nathan Cleaver Septic Design, Inc. 4, . '. • / a Phone: (360) 598-6546, Fax:360-598-6548 ' a '"""` # 262 NW Thompson Road, Poulsbo,WA 98370 E-mail:nathan @nathancleaver.com 3 CUSTOMER: Michael&Kimberly Monnahan ,'» _ / 2 mit HOME TAX ID#:970-800-331 I DF TAX ID#: 921-332-034 , i ii 4, t TRANSPORT LINE CROSSES: 970-800-402 t t rte} 970-800-315, 970-800-324, `�� Ail- I .1 , 970-800-316, 970-800-326, Qv>��J 970-800-327, 970-800-328, 4;`. 16 - It 970-800-329, 970-800-330 �''*'w7∎� w:a�' / I* / °ss / 1s LOCATION: 291 Bayview Drive, Port Ludlow re ,,o "S "1,. i DRAIN FIELD: 361 Mats Mats Beach Road �� . �' / DRAWN BY: DLR, JW, ICS, NNC - . . slaws, -S, .•• �` $P� 0? NATHAN N.CLEAVER '?!` ;/ �y DESIGN BY: NATHAN N.CLEAVER �CEN SED 9 N - I ../- DATE: 8/20/10, 9/07/10, 12/10/10, EXPIRES/„ 7 '__, ,,r" " 10/14/10, 2/28/11,4/25/12, RD: 3 APR 2013, 19 NOV 2014 PAGE 3 OF 14 e \ Nz/ t ; . ' ___-s . : p A, ( 1 ' ----1,,, i ,k .,---- I i'-`Th)t._ V- j -...A2 St....-.FAJ , /(1) t 2 •l / / ( � I/�a� l , /� 1 \ t §'' z kN/ ' /1:; / Jc;v I e`� k , SL-21 /"'• SCALE: 1'Al = 20' / I 'eq THIS IS NOT SURVEY]t" A IYY/ 1 1 � ... A � I I RECORD DRAWING % S - \ .t / / � '\ / t I' v't t I 'µ`\ rn • 6 tJ1 • t ., t (Di • .$ _L o I t I_ � •% 1° N • % � 1 •4 !• �� '' i• / t ' W j• , °•• N 90°0'0" E 1111 .482' .x,. . rn ma O j , • • j/ 100%Primary(2)Glendon BioFilter M-31 -0 o 1' '. If SL-22 I t. 15'x 20.33' ° t ` P LOTS 31-33 • ° .0.104 acres IL ^� uo o l \• I z 1, wit —30'Downslope—► : j ' `. t Protection Zone _ �' \ ' DRAIN FIELD- J tr '® W �, ,p i 100%Reserve Area EASEMENT 1. t _ ` ? : W - LOTS 31-33 II t _ °® r s> LOT 31-33 •!I rn jo.. \".. `.�:--,' N 90°0'0" W 115.236'\sL-3 ��■ i. .•``• ` , i/ 6y • s`'�s � � tai, � `, o G __ � . /� it�' I TRANSPORT LINE EASEMENT j � x . (�� - Y I Runs up existing road to avoid �/J disturbing wetland buffer. LEGEND 1 / Z •• i / ° ----7 / CP i, or A Soil Log G : N p' 0. j I . -1� � �`----(3) 200 PSI POLY PIPE �� `� TRANSPORT LINES or< ` or Tree >, �' WT A •••— Wetland Buffer 2 • • N/ NOTES: -- - -Wetland Boundry ' •The berm of soil running East/ • z ' h West through the Southern �A - / ° ------- Existing H2O Line Glendon was removed carefully \-,,:, • ,.. �`' /� 1 to avoid disturbing surrounding �,`a : • / ,�/� "`. • Proposed Easement &underlying soils.The soil was . �` I `�,,",y I' • c 0,) co�t7 11�� hauled to an offsite location. , tee` : , $ °r} O 1 0 Wood Stake `j.. u'< - ;-nom.. ^. d` > Transport Line Casing ! �`- ,; �nev'' t �' • • ---1 1 Transport Line ; t 'r. / 0 li )N/ r a�.... � �`�,. "°"" '�' ;: �, 1F . ,fi r • 3 X v 1 § ,,► \ , Nathan Cleaver Septic Design, Inc. % t �y`:. ' `, Phone: (360) 598-6546, Fax: 360-598-6548 •fir , t)) TRANSPORT LINE/WATER LINE CROSSIII 262 NW Thompson Road, Poulsbo,WA 98370 ,\ , \ % � \ i 2"200 PSI POLY PIPE SLEEVED IN 4"Si 1 E-mail:nathan@nathancleaver.com ; \ .)3:,,,.v‘'',,,-,,,,-- •i 40 PVC FOR 20 FT CUSTOMER: Michael&Kimberly Monnahan "� � �� (5 1 '' HOME TAX ID#:970-800-331 _ •,•DF TAX ID#: 921-332-034 t '� �`v1 ��" � �• TRANSPORT LINE CROSSES: 970-800-402 Y • 7 �� 970-800-315, 970-800-324, / ,ti 1� ..,,,,,,,,,„4",./1.-- So �'6' N. , 970-800-316, 970-800-326, `U.z---„."-.,",,,,,, � -_ •• / - ,j �� ‘a` y.. " q 970-800-327, 970-800-328, / / I.•• ,� V, , 1\9,011-------- 7- 970-800-329, 970-800-330 ' I %. l` �.. LOCATION: 291 Bayview Drive,Port Ludlow / /9 f/f .�•1 �` DRAIN FIELD: 361 Mats Mats Beach Road Y•.4 , : �� °-� • < DRAWN BY: DLR JW ICS NNC ,�.. ` ?� i f\� G`. �' O ( J 17 '',. •DESIGN BY: NATHAN N. CLEAVER I3' ,� - ,o - • i :r Qo w '/r 6 O �i- -- DATE: 8/20/10, 9/07/10, 12/10/10, _ �� (V 4,,,: OC? / 10/14/10, 2/28/11, 4/25/12, ( Z ` cl RD: 3 APR 2013, 19 NOV 2014 /O? NAr an p ci veR ''7 N c IIcE.LASED D ' EXPIRE. • '• N o r n ' ; tee, I� ,fit 6 ,,.,�.<.. _ 777 i 2 , F 2 . a a }- 3 u.�>,w.,... s�.�..m_v�.,.-.�.. e.........z- K. +N, mA , , , CONTINUED ON MAP 2 A]7 -' ; �A r �� } '' /�� RECORD DRAWING '4} ,1 ,a, I; s 88",14'22"E 52.4 ' �� ' a 1 J-_-_--•_-'-,1 f-, lj '' I -_ 5,MIN 1000 GALLON PUMP TANK .'? SCALE. 1".30'�'1- + moo THIS IS NOT A SURVEY T I t"1'_ fl` 2"200 PSI POLY PIPE 1000 GALLON ' •' TRANSPORT LINE 0 SEP11C TANK - I VI k' Lo i ce. i.I t a Ld v v r� s �t � a \\ i.� I - c_ C WATER/TRANSPORT ; I '` v\1. ,0 `, _ " i LINE CROSSING / '` ' j a, I` - _ �`. H 88' BED 0 Iv�� • ' (SEE DETAIL) ' SFR 0 1 �j?. /yr i �� 28 ,, W4A , „L J'1 1 it 40 ,, I 11 l EDGE OF RIGHT OF WAY/ _ n ' , j J , 1 PROPERTY LINE .r EXISTING TRANSPORT I. I �: • �� EASEMENT LINE 1 X ,.; i ELECT, VAULT I • 1 : z°zoo PSI POLY PIPE y �! 1 TRANSPORT LINE 1 - f EXISTING WELL �� i S 8 -2 2 1116.3T I i •.lir I f 1 101,20' 15'MIN.SETBACK 15V19';... y.;' I ,,'- f ' . , I 1 1 I 1000 GALLON 1 I 1 . �� ? 1 I PUMP TANK 1 \ 11 I -'I i IN I-1000 GALLON I 1 1 = u.” 7 I SEP11C TANK ` I l I ' \ 1 � r- -•i go /! 2 1I ( t . '' LI:. 1 `,4" ,� I I I WATER/TRANSPORT i.7::'-' i,. 3' r i ri 1 LINE/ DRIVEWAY � ' l t CROSSING t \ ,r 88'14'2.2" . vv (SEE DETAIL) �1 ."� 1' I ar. i 1 -- 4 <C i1 1/ U1 2.".-27.08 - ; : ,1I CO 1 2BDR I �g 1 1 ,\ . I,I 1 0 -o- SFR � . \•1t u PROPOSED I „. \\ g ( `DRIVEWAY.' I ,.. I' I'. " j I Approx. Existing St):ds ' j Z •!. 1!I- 1 ;z Approx. Hose Bib - it �, I 1 \ _ �i ; ' ' 1 S ,.22" - L \ 1 i EGEND 1 _ I!' J 33°1 131, 3 -1 a 2°200 PSI POLY PIPE 0 - - 1 cu.f 9' 5'MIN.SETBACK O TRANSPORT LINE _ or Soil Log ----__ , 0 1000 GALLON 22...r � a 1 PUMP TANK t E 1 I J j L .� 1000 GALLON \ 1 ! i 3 1 G ' �1 I, � •i I 5'SETBACK SEPTIC TANK ?Approx. Existing Shed 1 i m. or or Tree 1 .p , 1` �/,// f (To Be Removed For ts1404:,,,,,, , �� i I ' j , _1 / �%/ � ,/ CASP Requirements) I —•••— Wetland Buffer �' , ;: `�` NEW 31 1 y -- Wetland Boundry �. ° 2 BDRM SFR / •---- Existing H2O Line 1 . �% 0 oi4'22"E +` /� t `/ `=) 7 18.81 Proposed Easement �� ` ■r� 1 Wood Stake V�� - 1 PRoapsED - =Transport Line Casing Transport Line 9 'Sr S 881.4'22"E 1 1 ` . / `' . 2.38 - 1 I /. 'I N 22.,4='3;"E. 15.70 / f �� 33 - / ' Nathan Cleaver Septic Design, � .' / P 9n• Inc. Phone: (360) 598-6546, Fax: 360-598-6548 =' f • 262 NW Thompson Road, Poulsbo,WA 98370 ° I' E-mail;nathan @nathane(eaver.com '��I ri.:-7-, �,•• , ; , 4(6r , , "cCD CUSTOMER: Michael&Kimberly Monnahan i �_- - HOME TAX ID#:970-800-331 „.,--T--..-.- — ' 1\‘)# DF TAX ID#: 921-332-034 ,TRANSPORT LINE CROSSES: 970-800-402 i 9,.-.; �'�� 1 ' ; 970-800-315,970-800-324, I ,970-800-316, 970-800-326, ..t)' i ;970-800-327, 970-800-328, !+` , . `, . ; . 1\‘>‘ 970-800-329, 970-800-330 j OA?....►. LOCATION: 291 Bayview Drive, Port Ludlow ;'1 [ . .�' °� DRAIN FIELD: 361 Mats Mats Beach Road ' �) `�`"a?� DRAWN BY: DLR,JW, ICS, NNC 0 .- DESIGN BY: NATHAN N.CLEAVER , I {)p?L:IrrlA>HAN _E V R '.7 DATE: 8/20/10, 9/07/10, 12/10/10, c $�%'4# ' EXPIRES 10/14/10, 2/28/11,4/25/12, RD: 3 APR 2013, 19 NOV 2014 PAGE 6 OF 14 '' 1:1 1 . I ? CONTINUED ON MAP 3 [B] 1 s I zo Nathan Cleaver Septic Design, Inc. Phone: (360) 598-6546, Fax: 360-598-6548 1 1 262 NW Thompson Road, Pouisbo,WA 98370 1 ------ -t ' • E-mail:m nathan @nathancleaver.com CUSTOMER: Michael&Kimberly Monnahan 1 ` n, ` HOME TAX ID#:970-800-331 ■ ' DF TAX ID#: 921-332-034 (N) so E,TEST PIT .`. if TRANSPORT LINE CROSSES: 970-800-402 SCALE: 1"=30' n` 6PK �,� 970-800-315, 970-800-324, THIS IS NOT A SURVEY r1 X072 °,� Y 970-800-316, 970-800-326, ,Jti.�„ (Iw ,r I 383 X38 008 970-800-327, 970-800-328, it -, V - - I 40 8:..ter ` 970-800-329, 970-800-330 ----- (3)2°200 PSI POLY PIPE b ...,,-. ?I TRANSPORT UNES ,�^� r I LOCATION: 291 Bayview Drive, Port Ludlow 1 + � � ` 1 DRAIN FIELD: 361 Mats Mats Beach Road �; t PET DRAWN BY: DLR, JW, ICS, NNC "� d BY: I DESIGN NATHAN N.CLEAVER N "� 121'R /pi,.,_ DATE: 8/20/10, 9/07/10, 12/10/10, --r- ''' w`I-f= t ? � � - • 10/14/10, 2/28/11, 4/25/12, ‘', <' i 7 RD: 3 APR 2013, 19 NOV 2014 t_ i I I J I1 �i f � LEGEND II C. I v °a, �r g'1. or A Soil Log I r j I y 1' `. i a. ; or � or j Tree IL . i 11: m N. ." p —•••"— Wetland Buffer __--__ _-- °; j•. I _ i • Wetland Boundry �I ------ Existing H2O Line v ; ,,. f" I — — Proposed Easement a I ,i.,1 ,( '`,. '� \ I �'S Wood Stake ' ,A3 ■ ' '-,� _ `�E-Transport Line Casing NAT DRiv'- '' l` '' i _ --�-" ' � Transport Line i�14'[_+�•...Y E 249.,E Lj' .-�' J .. .. - 386 11 `'4 ABAYYIE54/PoCHtJIIYS r? L. ';C t.. f1_;�>I:J i:, i) FRC366 7¢6 ` ► / 2-264 �r 7 ;%� ROAD/WATER/ ' \"I %% P, TRANSPORT fU LINE CROSSING ,,, RECORD DRAWING 1 ` (SEE DETAIL) i �, ' I $v -- . i1 pp [-� r� �} f 366 V o•+�"22' L I91 )8' -„ 04 Wk., 756 FR19. 146.09' 2$�,$ , \\ 2x22.91 - 1 II 1 ___ r 1 I 23 A. y i 1, I _ S 88°14'22”E 131.38' C FRC: S1,.�A�24 1 , A ', ° re 1 88 I I, !Ti' . • WATER/TRANSPORT `1 1 ..1_o< H6NAL 117 .Jr, W f 1. r- 4 -- --e 2.172 ' LINE CROSSING .z • ' : w E 181.38' (SEE DETAIL) S Bs°? ' t. 't I > 7 3 Q. , Z_l 8 'O" § rr •-1 r---I__ -- 0 tt 88. 1 I O ,.37-:,' .. r..- I > ; Cj w .P7_°?F, I x co i: r;� 1 >: � tw + 1 '1 1-1„ ' Cl3 "f y ry 3 363 i i S pi/ 1 WJ�,V' 7 f FRG t 362 C..1 ! "4 " _ .. _ .94' , +� 6 -Br- ; T- 'N 1 34: w34 - ° -? S 88�14'2ti'sL. 174.99' .r ---L7-""------- °° '-�^.`° / 2 1.$7 • 118 6PK 348 N8q8g tf ''h�ww��,, 2.16.44 -748 IY GC7 f�l�'[�1 � 1.�.f/L+} °�'� pal,�� I � Z-1. ,' k:�I ,1 j 26 a�, I /-)d: , }�:. C. i <Y of '/ . p / k { f t fir. ' 9'D 1 )1 �� N .� •• A A� .3 : ' 0,' N .0 y NATHAN N.CLEAVER "` ' . .. r tv �L{1 .. ....! { I'1 88"14`22" �� S _ *. PK 114 , 11\ , 3• i.. S E P s 37 �.z- /I� , C''F'I I 316 ,1 • 3x3 152.49' 3av w 743 T1+' 3 5'MIN ( Z=�4a _ y 1000 GALLON PUMP TANK ,}y^,3 /1 - '- ----.Y--- -•,1- 1 1 ; '• - .--_ kIUB/NAIL 173 ?' f r " 2"200 PSI POLY PIPE Z-15 04 1 \'' vt SEPTIC TRANSPORT UNE O SEPTIC TANK CONTINUED ON MAP 1 [A] ��r ' /: l o �l �� ,� 11 27 ' PAGE 7 OF 14 ,,,,. I" 1 1 co , ' CONTINUED ON MAP 4 [C] ,c 4 . Nathan Cleaver Septic Design, Inc. ! , i-,),- ° Phone: (360) 598-6546, Fax:360-598-6548 262 NW Thompson Road, Poulsbo,WA 98370 E-mail:nathan@nathancleaver.com TRANSPORT LINE CROSSES: 970-800-402 0.)„ LOCATION: 291 Bayview Drive, Port Ludlow ,,/,,/' „(.5,- DESIGN BY: NATHAN N.CLEAVER /I / 7 - ' 't . SCALE: 1".301 THIS IS NOT A SURVEY 1 RECORD DRAWING ; ; ; , , ; e or AL Soil Log ; : , ,...:-, ... g-';'' u_I. : ,' ' I i — — Proposed Easement –osmium.-Transport Line Casing , _ . I \-," .-') NN. \ 11, _....------ e 356 . 4= ��-_1 t I 1 ,2,, t I CONTINUED ON MAP 5 [D] �I� "i[ ,,- I- �-_.��iC-,, ---------_ _ t� t�� . ,i 1 v : �. ,' LEGEND ---- ---) - moor . , , ‘ I i 88 1 ' or Soil Log EN 399 CALC DUBACIC �� -I 1 / \i Pf, \� f/'° SCALE: 1 t'=JO' 799 FRC3H9 / ==39-37 r;, "" r • or. . or Tree ll THIS IS NOT A SURVEY =mss" I ' °Foss° � ` " `� -" ` - 38.08 •> - - Wetland Buffer Janie "I , `t t \ 1 ------` • • Wetland Boundry i / ffili'lri;1 ‘ii 1 •'1 N, ' RECORD DRAVlI IlG f' , -+ Existing H2O Line ,` // ``�� {` 1\i l- '� — — Proposed Easement 1: / ,, I , v // '/ ss I v Wood Stake / , .'�: ' `% -�-Transport Line Casing ( �� I r ill t motto motintior/ '� Transport Line I ROUTED THE TRANSPORT LINES AROUND THE f 1` , 't`' -''- `-- t EXISTING WELL AT THE 50'RADIUS WHILE i t 1 �`�"- •---,-• -+--- , Fx MAINTAINING MAXIMUM POSSIBLE SETBACK r 50'Setback /.' ot, I \. 1 ` V FROM THE EDGE OF THE PAVEMENT AND / I i I SLEEVED AT DRIVEWAY CROSSING. �"` // i i= 1'' P ' iC! ��.i. •`v // A SEE SLEEVING SPECIFICATION / - r - I V / /• ')" I v A I / ) 2 IX'} / I t \ I " I .>_ 1 /395 CALGCUBACK t \ I -A.,' t . I /7H5 FRC 395 y \ \ ''89 681''' \\ i .,/' / .I I lI c.> M _ — f i Jf \ vv I _. • 't .' 1 S: t1 , - + ,,ii r I •—•I- l y / ■■ t It t Z / 3 1 ,, , ■ •'\ -; • ■ t / \ \ / \ ,, , / c_ 1 / I r / • 111 / m ''y 4 i h- I ` ------ ' Fk q� I e. 1 Cax { r- 7 ROAD/TRANSPORT 'ii; i #_ I '' LINE CROSSING "` �K f I 1 (SEE DETAIL) 11 t -, : Ik 4� g m �� I 1'" .L i t F /pLL rte- I Ii 3 - II ,�„ i �.'. '2'4'3.38' ��385 ,�^ F z=3 •9 / f 1 Nathan Cleaver Septic Design, Inc. '. I ' 1 Phone: (360) 598-6546, Fax: 360-598-6548 - I 262 NW Thompson Road, Poulsbo,WA 98370 ' ` �" E-mail:nathan @nathancleaver.com EXISTING WELL 'fit !/ *' " (ABANDONED) s ;Iv./ / `.. I - CUSTOMER: Michael&Kimberly Monnahan -r ' _ t -- ..-- '' „.7, r '- -.. rl. �ti i I s Ic CL HOME TAX ID#:970-800-331 f 1 �� v 1 s . yam DF TAX ID#: 921-332-034 `° : t r- TRANSPORT LINE CROSSES: 970-800-402 N.'t , 970-800-315, 970-800-324, �� / 970-800-316, 970-800-326, ,c 1 ' 970-800-327, 970-800-328, ' mss ._ 970-800-329, 970-800-330 �".�,�� LOCATION: 291 Bayview Drive, Port Ludlow �/m �.' (3)z°200 PSI POLY PIPE s" 8< na DRAIN FIELD: 361 Mats Mats Beach Road ) iti ?•.cP4" TRANSPORTUNES 1 Z-3379 DRAWN BY DLR,JW, ICS, NNC t�;%' gi p� t F`• I 1 DESIGN BY: NATHAN N. CLEAVER dNfiHI N iY,�6lAVER ?i�' I . DATE 8/20/10, 9/07/10, 12/10/10,* i Z I il 10/14/10, 2/28/11,4/25/12,as ir, • 10-FT TRANSPORT EASEMENT _ l� \ RD: 3 APR 201 3, 19 NOV 2014 • ,;�- I �. CONTINUED ON MAP 3 C �`` ' ' 1 imQp) gz PAGE 9 OF 1 4 i CO a I LEGEND h RECORD DRAWING j ® or ♦ Soil Log ,1 Z SCALE: 1"=30' I O� THIS IS NOT A SURVEY ;ill �� or or Tree -,1 I r J z �... Wetland Buffer I a ! �— — Wetland Boundry 7 . 0 i ' . - -= 1 Existing H2O Line fi r. v. ----,I ! t — — Proposed Easement r= ✓ �`_ i ? Wood Stake ,.�, _� _ ' �; 1 .,,.-, .. :S ,r�. .__ ` -"`�" , !`! ` ``-Transport Line Casing i f' I f 3 'n '" �`' = i Transport Line �_ � I 17 1CALC NW LT 1 MMB 131.K 3 ma , fi NW LT 1 BLK3 1 .Fr 13/6 CW.0 R/B � /C X31 ,�so CAL 1 1 # t{ tY; v )t /'fit' N° I ,, i T. App'+ it6 1 `/ P 406 • >. 1 , f r ` �� x I� \`\ r I THE TRANSPORT LINES ARE 25'FROM �:, F � vv /, THE EXISTING WELL WHILE MAXIMIZING . } I SEPARATION FROM THE EDGE OF THE -_•, ' ' 79,' 1° / - —.,. ' ; 2=43.02 PAVEMENT&SLEEVED WHERE LESS r THAN 50'FROM THE WELL. .' .`, •I SEE SLEEVING SPECIFICATION ,' '\ t ; 1 1 I 7 f I 50'SETBACK '-_v, -'I 25'& ` �t' I 1 Nathan Cleaver Septic Design, Inc. I n I i i '',' I Phone: (360) 598-6546, Fax: 360-598-6548 ; ' ?' f 262 NW Thompson Road, Poulsbo,WA 98370 I SEE ATTACHED WAIVER' ''''/I1 �� E-mail:nathan @nathancleaver.com �, `\ o' l r / CUSTOMER: Michael&Kimberly Monnahan 1 x‘ iF'K l'''' { HOME TAX ID#:970-800-331 i ,; 1 / DF TAX ID#: 921-332-034 \ i , TRANSPORT LINE CROSSES: 970-800-402 970-800-315, 970-800-324, - I 970-800-316, 970-800-326, ---- i',x` 1 i I , 970-800-327, 970-800-328, i t 1 j � 970-800-329, 970-800-330 ' t9, ' LOCATION: 291 Bayview Drive, Port Ludlow \ , e3 i I a DRAIN FIELD: 361 Mats Mats Beach Road `.' :, -- ~ , ', �'? .I! ' DRAWN BY: DLR,JW,ICS, NNC �� 46 ' / �' r'�' _ -------- _ DESIGN BY: NATHAN N. CLEAVER {3}2.2TrsRANSPORTn PIPE � ��Y s_, 1 DATE: 8/20/10, 9/07/10, 12/10/10, 1, 10/14110,2/28/11,4!25/12, _ ��,.. "1- ,°' �` ----- RD: 3 APR 2013, 19 NOV 2014 >1F, i' Z=45.22 , �'i `� I f 392 CALC WBACK f, 792 FRC 392 " 1 /V z 41 99 '-;I v :'r ?' 1 i' , r;Y /I ? r� I _I , 1 R. �.\` I ; ' -1 r , 1 ' ` / I v.S. .� /i, m A I = I I , : 4s,,,,,,,--". A I !�' ' -t 11 { I r I ,- > )/ . i - 1 99B I _ t / � rx, ''la� I cA�c nursaa! 1 r 1 �� I CALL 1i.. K ' 393 CALL')ABACK RC p 1 793 FRC 993 `� r — I 1/ 99.62 \ I \ 1�Q r tier I sr 1 } `de - , •4'., '' Possible Wetland i v ,�v y 1'� 9 Per Donna Frostholm $f[ 1 �"-'�'�' _< \ II of �\ _ i� / 4 ?�� /� 'P y AATMA4j rn SItEAVER . j' .. J 1 1 ?�.-_ '-(94--.‘ -'y y: ■ N A , 1 _ l.plJlYS _— I EXPIRE r.- ------ _ � st ' {{ `il 1 1 R�� ,'� 1, \ I ' r '4 I - -,. ■ 1 i `A {i \,/ CONTINUED ON MAP 4 [D1 Jfl E ' �, 'i • PAGE 10 OF 7 4 , 799 FRC 399 '? ( I ♦ - • ., . .. . 1,1 .\., ( 1 _ . . ' . ....; ' ;;•'I.1, . - = ,, . . , .... =, = =.1=4 CONTINUED ON MAP 7 [F] ; it t 1 ( 1 I 1,,,cee T 1 i --I 1 i. . •":1- 1 111 ' ' 1 1 1 ,:‘1) .11;11. 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THIS IS NOT A SURVEY ‘ , % , J 7 . • '•• . \ DRAINFIELD EASEMENT LOTS 27-28 '6, • i r ; ' 4/33A-/3 '''''3333 S C1.3.f,k 1 *M-- '''': ".- --- 1, ,_,/ C1 LEGEND \ .„,__ k : .`.() S6 .„ ,/, 11--- 44*---(-37,---- ----t---100.578'--- 'flrPL-......,_1(10,-. 7,9'. :33-333333°3-3 0 or Ai Soil Log -- ."":"..."....imge"Pla------1.---- N 90°0'0"E19..K iii• TO4 WELL 6`3," / ‘,... -.--- or or Tree ,_ ,.., , --A p 0.148 acres i• I \ 1 tr, I I. 1 ‘.. tt). c3 . 0. ..-....- Wetland Buffer \ \,..„, • , . I I‘" 4) 100%Reserve Area • / '' • . C') LOTS 27-28 I, 6 i 14.1 i %, • 22,5, ".■• ..... Wetland Boundry % \ -1.e? I --7- • O '^ ------ Existing H2O Line % \ ‘i tn : 1 / . 4'c::)..V• / I , %' \ ..1, 1_....--21 ‘ \ ---'- '' •i, 3 'DownsIdpe % 6, • \ 1 •6, k.•7••\ / •v toe '‘ prOtection Zone • 4b ") --....i. ?.11 • ' N Ili .../ unt n lini J1 ii1C1rkf Li10050Ts,x9622P0773238ary(2)Glendon M-31 --"'"' "-•"' Proposed Easement 0 Wood Stake I ‘''' \ * ,i 5.5" I'M , -mral_Transport Line Casing 70 \ ‘ / • 11 / /62' * I Of % % ‘. • .. . 1,, Transport Line 4 , 112, * ..)- -,- % \ I „. „1- /7'9.782'----- N 90°0'0 W r;I' ‘ , .- , "' 'F-----,60. ' 17 — *-19' * ,,,,Iii ion%Primary(2)Glendon M-31 -,„ 14 / " ' • -- -- •• ...M.1111011.° '"• 15'x 20.33' ER • , ' I. It i LOTS 29-30 , * CP 1 00 . ‘ i Ul ■ °R•I /.# 1 • , 11 DRAINFIELD EASEMENT : uj :Zi.), LOTS 29-30 • P.11111111111111111■1111 -, N ". it 10096 Reserve Area LOTS 29-30 •'- ( lope •1 - \ 1‘, 4414°'';w:Zone 1 0.092 acre- • vi:). . r° ' • I ' , , ri, , • 1 b ‘ 1 •• • • 1 '3 • • 0 6 21 1.1 ;11121 1 . I i ' 1..____..... 10 ,2' -.f. Alli ,,, •-- ---- lb), _-...,,, rrt nu-% ! ,0-0,o i J ilA8c ---- rri 1- r:.<11;b0 1 ' lift . u.1111:1\ , ILI0005,Tsx%32P017-3:33a,ry(2)Glendon Nofilter M-31 \ - b ' V/ 1 • 0 % r .. 1. P 1 ,:\ „„ 0 , ,,.t,,, ,, 11.104 acres • i-r, E * 6 IN) ■ r.--IrD > 73 1 • 1 Protection Zone '1 : '''' .'•• 6 DRAJNFIELD EASEMEN‘T. Z \ 113CY riQwnsi°Pe '''''''-ma- • 4 _.. —Millffliiam. inffi t.") e Area 2 "< a 0 r LOTS 31- 11 •4%4 ,, ... 0 \ • .? ' , rr1' , t.„ N. -'.,,,..,i _ ti ,,,,,,„ MIL11011111 , , ' ' , - ,, i 100' *• r - , - , ,, .44.4airassinti oil 80' * I Do.--*K"-- _ -- — '''''''• 7"--- *---- ---- 1\ t i I ' 90°0'0"W 115.236 ! ' Ira) 4 Oe\p ■„zu %,. ' . : (`tss)V1- NOTES: N • \ • ,,.) i (oN<9 '‘,14.,1, ,,, ,„„,,,,,■), 8 -The berm of soil running East/West through *. v ,,N\ ! i T!\ 1 It.n 11, q \Ks!:_ the Southern Glendon was removed.The soil .\\ , . ..,:. ,4 'rk - 1-4 I (-). 7'P,4_ was hauled to an offsite location. e...LP TRANSPORT LINE EASEMENT Runs up existing road to avoid (7,p‘ • a I - Ru disturbing wetland buffer. % • • • 'I . 0 N i ‘i • i u2N 1 11 \ , . , _ „ ) (3)200 PSI POLY P1PE 1 • • •■ ' TRANSPORT LINES . 16 • : ii, ..,...• Lt ■ \ \ \ ,, 1 . _ i , I ;....- et\ f--- : ■ : , 1‘.., I \.; ■ \ \----i % i ki /I Qt? ., • • . • • _-,‘-,..,, - ■ , \• „‘ ..,— ,,,,, ‘,..., is. RECORD DRAWING te . . ,-- co (,)t 1 % I ''',,, l' I 4-7; °)/0 1 .* ---A„ m• 'epg:/•,-: ... • ,,,•-• A ‘ • •..., . . /,... „ 1 i'-,_,' .. 1 --A.. 1 - , / ,,, \ .. ,,,,, - . ■,, NOTE: ‘ .., i Is., *... -.. _ 14 4". .,--'3 V- -`, , , , 0 * -7= AS MEASURED POST INSTALLATION. (7.. . ---- ‘..,:' wq ' ,-, ‘ ,,, ‘ •., . .. . 1 I A. \ li ',,, k L„ \ It, . .. ....,,:,. 11/4 •° "J"'„>1 1'1, ',, TRANSPORT LINE/WATER LINE CROSSING * t \I'I\:,:, .s.P.:., ,:11,,,,k'''''''''42"0 200 PFSOIRPOL20Y-FPTIPE SLEEVED IN 4"SCH 4.,. 5? , \ ‘ 1. 6'\ >Ii., • 5,:-;II 7511:-:::: ••• sy,1 '\\: tP''I k‘• ..,: -641.1 . .. 1 :,:.• ‘t77 .. '''' _.—:'-----'-----\ :,.. •\ yp \\• 0.,.., ',, • ‘ , ., • v., ,./.. .,„„. \.\41.s..,,,, %., , , . ,.., •• ,..„,. , %, \ ,4.- -,-.' , 1 :. '% 1100 \ ..--fc' ..,,„1•.- \L‘4,,CUMP HOUSE Nathan Cleaver Septic Design, Inc. ,,, , , _, _k , I w - ,,, Phone: (360) 598-6546, Fax: 360-598-6548 - "--- ---,,RJ, R.1 ',i'',,,,,','-R . , \ : ... i 1 - 'iv = ''. ‘ • • : .71- p,2 11*-4- .c:',6 i e--, 262 NW Thompson Road, Poulsbo,WA 98370 S 81 51'2V"E 1077,33' ----.*„,, i - I • co i ... -.— E-mail.nathan@nathandeaver com .., . z , 40t .4- - ----- --------- 1-7--"' - -4*-- * ----r--- CUSTOMER: Michael&Kimberly Monnahan 1-__ _ 1!' HOME TAX ID#:970-800-331 %,„. -;;;- 4N 87°51'20"W- DF TAX ID#: 921-332-034 ---"-- • TRANSPORT LINE CROSSES: 970-800-402 , IIPIRT o..., „, 970-800-315, 970-800-324, ,_, , IVIATS-l''ri*1 ATS---E35!‘eli-ROA[3----- --- - -- —41114 970-800-316,970-800-326, 970-800-327, 970-800-328, , _., _ _ _ ............_ 970-800-329, 970-800-330 , , 7- . . 4---., ..,7, ' .t.ol, „ , SPK 125 ,3., .3 2.41 13 LOCATION: 291 Bayview Drive, Port Ludlow zee '' .-4-* 'P 41 4 ---"-^ DRAIN FIELD: 361 Mats Mats Beach Road 11,,,,631 51.025, ,.`111% ,.., S 87-'5120"E 1011,74' II-.,:-.Lic,etiNATHsikEN,N,CrA.LEAe..iVE:7Rw,:-...-4.0,_ rn..:7.0. DRAWN BY: DLR,JW, ICS, NNC ' r- 1--- ',,' ■ k 'S : _INE ....../--....- - rrri Air ,R ... DESIGN BY: NATHAN N.CLEAVER t'-,.i ' , , EXPIRES `2 ',7", - - ---..- IN RIGHT OF WAY ----- DATE: 8/20/10, 9/07/10, 12/10/10, , „, (SEE DETAIL) 10/14/10, 2/28/11,4/25/12, ROAD/TRANSPORT RD: 3 APR 2013, 19 NOV 2014 PGE A 1 3 O LINE CROSSING F el 4 (SEE DETAIL) 4•111111■I ,. Nathan Cleaver Septic Design, Inc. LEGEND Phone: (360) 598-6546, Fax: 360-598-6548 262 NW Thompson Road,Pouisbo,WA 98370 �� or A Soil Log E-mail*nathan@nathancleaver.com N 1 I, CUSTOMER: Michael&Kimberly Monnahan '. r : { HOME TAX ID#:970-800-331 .; or ;.. or 2 • Tree SCALE: 1". 60' '1.;?f,, \ I DF TAX ID#: 921-332-034 THIS IS NOT A SURVEY 4 TRANSPORT LINE CROSSES: 970-800-402 II —••-- Wetland Buffer 970-800-315, 970-800-324, • • Wetland Boundry li 970-800-316, 970-800-326, ___ Existing H2O Line 970-800-327, 970-800-328, • _ 970-800-329, 970-800-330 I — Proposed Easement LOCATION: 291 Bayview Drive, Port Ludlow IWood Stake I DRAIN FIELD: 361 Mats Mats Beach Road I I -��-Transport Line Casing I DRAWN BY: DLR, JW, ICS, NNC I . Transpo C g I i DESIGN BY: NATHAN N. CLEAVER I I ' Transport Line DATE: 8/20/10, 9/07/10, 12/10/10, • • 1 i 10/14/10, 2/28/11,4/25/12, I • r I • • RD: 3 APR 2013, 19 NOV 2014 •` .` i 1 1 1 1 1 1 I RECORD DRAWING I �• ' 1 E / I 1 • i,00 I. ta.----- . I , • ..' w I % 1 i 1 __________-4 : \ s, • a ss �s„$ g�$. 'w^ ,00.578 .7g 1 �xm m�a »,.»..s .may., q .��-„� . 1'N 90'0'0`E 9 T, :MIL - I *1 WE BOUNDARY AS SURVEYED %, I W • � 3z ate. BUFFER BOUNDARY AREA AVERAGED 1 S O I 9 i �,O it . 79.782"— N 90°0'0`W ) 1 98.498'. �`>f tV szs?L tr swao°e.a, J k• Nl> h ,vnrz w q1 ..w vam ,0.092 a.. T w 19rs 2&ao a -(e i (. 1 • 1:g4 a'—''--1-072,72-.'1 itI WZ� I. .^. PPPP N 90°0'0 W„1.482' t 1 .T.'' (b � � YR •y �,z,b�.�•oa��3, I oaep sir ., ,j 1a�+oo ' A•' ,ars 3, �. + I . - aoG meoerm of srnl running East/Wes[,rougn j }L the Sauthem Glenaan was,emov,a,The sail , ! �pA was hauled to an oHSrte l0caTian '" • i me Wier ro re.,.a ...a<.awe ._..._. • Z b «� I „ 6UFhERBOONDAKT AREA RESERVED - -- ____—. i v I ,••,�,.•4-.,.. I•t' -''i WE'TLAIRD BOUNDARY 100-Ff SETBACK • • • ' I • • ti� , I l' , , \ i 1 I. % • s ,., , ' 1 g • 1• w, 4w4vUMP HOUSE ‘ 14, * ef-i A"--.----'- s.,w -�4 .. w ...,..w -NRGHTOFI EL uA ..r" cwty , W - '. IN RIGHT OR WAY '"'`'mow- _,�_..-� (SEE DETAIL) N / _.z ROAD/TRANSPORT 6`'q / - LINE CROSSING (SEE DETAIL) 3 , 4 ^.. _ / .., ......e7 `"'=01,■-"Lm,s mow` A ,'04 W4gy \ ,,,{{{d� . 5119251 .0 A)C5',,' NATHAN N.CLEAVER ?i are EXPIRES t 1 PAGE 14 OF 14 1 k i P . m A 2 x o _ ° rn . . .... . k - su CI. I� O` - I u Im m yr+ Cr)ran .._ 3 = �+ CU Q N o w `U O ei rt.c C"rn 0 CD t0 o cr1■4 .� a. o' 0 .- N. (J) ill D Cr) tm! g o m o T < 5 J (D" CD tigi 0000x) CA CA W N� CD N .,.ice _ e ..i��..i ° M p I. 5 r; C" > 7d V lI CI. PO 0 5-Z d N N II = P G �GG •• p 5 n. ( N i„.w c0 �b �.�. R vii �"d (D >�. G 'O'� I 4 p c. 1-1 I R 0•, 'O n ° td N co O O m T' re �' O -I C� 8 Z ?, c 1._ o g CD 23 a l 1 <IDO O =" .- `g 0 y co 0 y =° � R� y En . O ,. C V . ' el ` rt co , , v� o ,' c,'i • . . p Oo cQ ,. 1 o r V) uu C7 8 0 cn O < 0o g. 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N 90°0'0" EU,9SP4 ,z6 0 �.,. a WELL TT1 r33, r Tree o { ) *41.14 � o r T Z a6 • (f' ; ;' "` ` \ I 0.148 acres_ , •I —•••® � ah — Wetland Buffer ,L.f::::), \� �� Cr? 100%Reserve Area / \ w 4 9, h Ls z7-za Wetland Boundry *- '\ �I vv ,,, o ,, ■/ f 00, ------ Existing H2O Line _ co pi !r• h v V �� irN°`b� — — Proposed Easement Ut le\\ ` i' 30'Downslope `�r 100%Primary(2)Glendon M-31 \ Protection Zone w 15'x 20.33' Wood Stake \ r ."' r� +/� LOTS 27-26 r/" I • `• �-Transport Line Casing• On • u, o CI/ ' � �• w Transport Line \\ I /79°782' N 90°0'0 W rn EXISTING C � '. ••• '''i —� , \ ` 98.488 100%Primary(2)Glendon M-31 I LNDLRGROUNw3 1 ■ 1 S'x 20.33' �® _ LOTS 29-30 sti r R AN % �I r/\ 4! I • O.S 92 acre' 1'- DRAINFIELD EASEMENT y/ O �". ..,, �IF.,:� m s. ..-,d I 100%Reserve Area �/ LOTS 29-30 ♦Y • ` ��'� �� - LOTS 29-30 1. W 30'Downslope °p • I f • ._ W J y p Protection Zone U2 W yolL * • m -. ao _i • ' Z•I z 102.242' _ .� I w S'o I �r.� MT 4., N 90°0'0" W 1 11.482' 1. V►� m p b 1': F ', 100%Primary(2)Glendon BioFilter M-31 Ito Li,• LOTS 31 33 J I •" CIO y \ SL-<'7 :__ cJ'i • .15x20.33' y\ c, ". o y . ,• 0.104 acres ij •/ �?g N 11;3 1.... w •" Z� 30'Downslope , S▪ I Protection Zone ' 100%Reserve Area W DRAINFIELD EASEMENT �C"s + id's, 4 is UJ LOTS 31-33 LOTS 31-33 - • \L '‘%•• 1 ( •,.- 11, � • o�y v, N 90°0'0" W�1 15.236'�sL 3. '� � s� 11 FI) 0 NOTES: •" V �� i ui /y`:: There is a berm of soil running East/West through ' I TRANSPORT LINE EASEMENT I '9 • " ! . Runs up existing road CO avoid .174,6\�'� the Southern Glendon.Test holes on either side of I V A I disturbing wetland buffer. I the berm show that there is adequate vertical separation . allowing the berm to be removed.This berm should be t r_' N removed carefully to avoid disturbing surrounding& \ 5 „„1 ``,--(3)200 PSI POLY PIPE underlying soils.The soil removed must be hauled to a N, ”, ° p I TRANSPORT LINES I `, w � suitable offsite location&may not be placed in the - wetland buffer° t t ' ;L .7.,ip 6°, V.\" L ':v ` t s • � , . ." 29è!1:i \ '-d)(- / 07' • � TRANSPORT LINE/WATER LINE CROSSING . \ . '-' 5-TO BE SLEEVED MINIMUM 20-FT I - V'F'5,� QUARTER CORNER (rig, .� Vas I OLN€) ON :) 3 2003 A 4 X ('ONCI1E�T - A r� ., , f • s, \ �- s0 MONUMENT IIT=I A 2`° BRASS CAP IN MONUMENT'uY1~I..i... i �_.- " Nathan Cleaver Septic Design, Inc. � �� : w, �� 3 ��uMP HOUSE Phone: (360) 598-6546, Fax: 360-598-6548 1 JD R0(Gi.lI�I11 F FR I..IId, - " - \---_- ` ` it % ° m II: aio6 ` 1990 Kimball St.NW,Poulsbo,WA 98370 S 37°51'2.b"E 1071.33 ` oD co , . '� o o • • _ E-mail:nathan @nathancleaver.com w «� ° ..._-. Fes.... TIII N N t` CUSTOMER: Michael& Kimberly Monnahan _ r' Q SN 87°,5.11020 W HOME TAX ID#: 970-800-331 � � � 1'20" � W DF TAX ID#: 921-332-034 vo I «' 41 « CPP ITR IhIP 1)IT I I TRANSPORT LINE CROSSES: 970-800-402 970-800-315 970-800-324 � 970-800-316, 970 800-326, �'.��' a-- - �� :'. O °_` cam � 970-800-327, 970-800-328, 970-800-329,970-800-330 1¢- ,` .. • ZP41 135 LOCATION: 291 Bayview Drive, Port Ludlow 4*-... , ,. 41 DRAIN FIELD: 361 Mats Mats Beach Road �� 1011,74' DRAWN BY: DLR,JW, ICS, NNC ft ? PER MGM C}C � l Pi. IIa L ....1�, „ �� i ' • � '0 ENE"' DESIGN BY: NATHAN N.CLEAVER ,; 3:fi a g EAVSR ` „ IN RIGHT OF WAY _ �n DATE: 20 AUG 2010,7 SEP 2010, i/A. ENS 2 r,1Q: R (SEE DETAIL) A, �x Exp'RES ROAD/TRANSPORT 10 DEC 2010, 14 DEC 2010, �� A R EV: 28 FEB 2011, 25 APR 2012 LINE CROSSING (SEE DETAIL) 019 8 o1 243. 1 j 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 lia 7 CUSTOMER: Michael&Kimberly Monnahan W1'4!1' HOME TAX ID#:970-800-331 SCALE: 1"= 60' or or Tree DF TAX ID#: 921-332-034 THIS IS NOT A SURVEY TRANSPORT LINE CROSSES: 970-800-402 I -•••- Wetland Buffer 970-800-315, 970-800-324, I — — Wetland Boundry 970-800-316, 970-800-326, ----- Existing H2O Line 970-800-327, 970-800-328, �....__ i ----- -- -'- — Proposed Easement 970-800-329, 970-800-330 — LOCATION: 291 Bayview Drive,Port Ludlow i I .0 Wood Stake DRAIN FIELD: 361 Mats Mats Beach Road ` 1 –Immune–Transport Line Casing DRAWN BY: DLR,JW, ICS,NNC • DESIGN BY: NATHAN N.CLEAVER I. . ,1 ` Transport Line DATE: 20 AUG 2010, 7 SEP 2010, I • "s..,! ?T 10 DEC 2010, 14 DEC 2010, \ i g,1 REV: 28 FEB 2011,9 JULY 2011 ••`•t 1 I +•, C, ••) • 1 r I P I 1 ;• ;i;� ° rt 1 I I ../ Zr.) / _c rn • !• . 1 1 a as 9 \ . 100' % 1 .. ) 1 yA m e��aaa � 9 S ®, .. 00.579 6z.7q --.— N90°0'0"E' ft N e �_ �— � � 3 � _ 111 \ o 148 air `'2 o-�n I WETLAND'BOUNDARY AS SURVEYED / ` .I o . • n y .ze ~ f \ 5 3ax-. \ 7 1 •s� _ .:0 oyo- BUFFER BOUNDARY AREA AVERAGED z / ; a \ = �, •� ee.u,z 1 c, ..p ip / 100 \ .`. I "`. 79.782 N 90°0 0 W a- 1 sir _, I— : —..— / r ./. CO 1 � � p 0.09 F rms znso f �/ (- ..4,.N9000 W: „1.482 V, 0104 1 -, I2 0- ouu can o�' "{ wi \ a II� �a g ms'e�v-... w 3W CO 1 oe . �• V rF % \'*N9000'W�115236 I• . NOTES I ]) *),,:°19,,, There s a berm of soY rummng oles one it through _ the Sou,, h Glentlon Test holes on either side f .•.„,7„,.,„„,174Z,,°„:„,„w r y` . -a theDermshowthatthere rsadequatev ercal ouI t n �� i Z ,_.,o . ' � allow ng the berm to De removed.This berm sho Id D �," *� N NUM$OUflDAKY AREA-RESERVED— ` "" ""--- ---- - ....-.- oved carefully to avoid disturbing sumountl ng& N ...*p m vs eozreve re derlying soils The sof removed must be hauled to a s °0Ri19F"' A table offs to location&may not De placed in the k £ �" 3 etland buffer ` ` N N N. ?♦ < � •_.„e m '� � WETLA D BOUNDARY 100-FT SETBACK ...,` ` °`-w�. �� r \ . '\ aee 1 : ,, *. 4, • • • • )4.‘•87' ,MP IICOSE 9 t r..... F 1` t ..1"•, ._� Ate. .. .�..� .......... .... ..... . r eAl ...n /.c.../ --,,,... f`--1 � R \u� � t IN RIGHT OF WAY ..... "e.• u.. _.. � a 9� (SE DETAIL) ° _ •>i ROAD/TRANSPORT - - _ (' LINE CROSSING - °�°'^•.,,v„ti 04,"<",7,--,-, (SEE DETAIL) x.T l..:nrr:r: "" mNr— &/j e m, e. 11 ? Nom.t Z O o \ .T V 2 , Om . rvo-, 'JO yg)' PAGE 9 OF 28 1 - ■ N I SCALE: 1" = 1 60' �� `\! 1 THIS IS NOT A SURVEY 11 1 \ 4 i --- / � �. LEGEND .% �� '\ �_. .* > / jj or Soil Log r� I or or S i Tree 1 � �I\, Wetland Buffer S """, ' _ lls.._ • , � • Wetland Boundry\ 1 _.___._ w_ ----- Existing H20 Line �' — — Proposed Easement 1 1 1 I Wood Stake ` ' " ,' . - 1! -�- Transport Line Casing m ' Transport Line :�TS RAA gEAet-i FCC)�:. 7„:Z ire '',„„,,.E„ 1 I 1 ■ '"7”-I ' 0 i i Pii ' — \ ' b 1 g g \ \ -frl�a' ........ Y,I ,i. - i1 v\ I 11i , —oy`' 1 y I C °. -- !is \, , ' _ !::I , fi -z I ,, I r I r�: I, 'i 4 i : h 1 , , C..... rn \ —1 i i„,, ,i ,, °c ... , .. £' _..4 . �. ■ I �< N vv a.. I . ''': IP ! , \ ff ' ,, i i {� t19� * �� -a. i 0 10 el QC,.' -A �0- �� Ii'. . N. l t : , ,_ Nathan Cleaver Septic Designs, Inc. ' - '� i< � ' e i l Phone:(360) 598-6546, Fax: 360-598-6548 # ` * ”" /k ` m 1990 Kimball St.NW, Poulsbo,WA 98370 E-mail:nathan @nathancleaver.com -- ,'/ a• f CUSTOMER: Michael& Kimberly Monnahan ,'.w ., c• HOME TAX ID#:970-800-331 ,� m.. � DF TAX ID#: 921-332-034 i I 1 TRANSPORT LINE CROSSES: 970-800-402 . a. e> 970-800-315, 970-800-324, offs, `v .� 970-800-316, 970-800-326, 2 m n T•4,,X;� _ `m Vz i srnrs ,... 1 970-800-327, 970-800-328, cn�4, Z,, o p..► ®O 1. 970-800-329, 970-800-330 N / ^, LOCATION: 291 Bayview Drive, Port Ludlow '`--g NO1"�j DRAIN FIELD: 361 Mats Mats Beach Road �5 ,-�`o 44 jSof/ •l!'DRAWN BY: DLR,JW, ICS, NNC '*�' / / E SgP DESIGN BY: NATHAN N.CLEAVER 7- ,,` ' DATE: 20 AUG 2010, 7 SEP 2010, �f � 10 DEC 2010, 14 DEC 2010, f REV: 28 FEB 2011, 9 JULY 2011 ___ REV: 10 OF 28 / ii. —.11 , .- ,.-,-, ' : z6 p / - i 1 I CONTINUED ON MAP 2 A , I i � , 7t \ w, S . { Ik. ` z" .• \.. : I 14`22'°E 752,49` i ' S88° �-- __ . } I 5'MIN SCALE: 1"=30' s 2"200 PSI POLY PIPE TRANSPORT LINE THIS IS NOT A SURVEY 1 •'. ? ,: 1 A.---,7' t'' ':.b` d • 100Q GALLON i s/ r.\ , c PUMP TANK ```-_ I i II. I .. I—.. 1000 .ALLON t .'".' \ 1 I 1(.j SEPTI TANK J•• ' ,-- / C n�} } cxT ::.Ill \\'\ -—5 MIN.SETBACK • ---- � l •Qr ii I / iii WATER/TRANSPORT . } ` \ � " i LINE CROSSING Lu a! I) v S 88°1 '22"E 9.89' i (SEE DETAIL) " I Fe i,' ,v®' -- I I / --_- - I ° i1 I`' I� `v PR i SED t ' � � w w` I 2 . D.'OM r 7 I ._ SFR I I I / 12 Ai.Dr / f � 11 r ; t , , —PROPOSED-DRIVEWAY' ', , I i :•EDGE OF RIGHT OF WAY/ — — 1 PROPERTY LINE �� I " ••OPOSEDTRANSPORT 1 f I 1. ( r I 1 0 1` II �� 4 I EASEMENT LINE 1 / ELECT.VAULT F C '2°200 PSI POLY PIPE 11 1. i ti! I' / it ;11 TRANSPORT LINE I I LINE 0 MEAN , HIGH nix: EXISTING WELL , , 1 / S 88°14'22"E 1116.39' LLLI'i1IC)N- 2.c3 i ' •1 - �/ 10120' 15'MIN.SETBACK ° I i'' 1 ,.`-. 13 I I. i 1/ 151.7 9' ; EEL( (NGVD29) I 1 1 1000 GALLON I }'' 1 2 -' / I PUMP TANK I I I 1 1 € : ,,% I r '' 7 1000 GALLON I I 111 I O J- 4 I _:- / _L �.O. I SEPTIC TANK t 1 1 • �- I f / _ 1 i 9 !, l A 1- \\ ROCK WALL `'',.‘s,%, 1 1' 01'. i ts']. 1 6' J 5'�1IN.SETBACK • i • \ � i W 1 4'1 °'€ i WATER/TRANSPORT `, I i 2 I /' • I LINE/ DRIVEWAY ° -Ti CROSSING • 11 j,. I S 881 " ` 23.6 \E gE \\ (SEE DETAIL) __ _,. I I '' (( 1` 1 911 - t 0 3 i".--�, : it , 0 : m is , / I,/ • •OPe•ED I \ \ 1t a. 2 BEDRO► \ �' \ 1( i ' PROPOSED DRIVEWA -.,/ SFR I \e \ I : v ii 1 \ m i . r1 , 3q/. _ \ ' . T/D i f j /, I . CCU ■ 1 . I i� I I . Approx. Existing Sheds ,` ( \' \ z I I. ( Approx. Hose Bib 1 1 v • I l{I — 1 1�' i .. \ i LEGEND S 2;-' ■ ?2°E 131,09' , ., 1q f - • ) 1 LS _ 4 •.- 2"200 PSI POLY PIP 108,19' S'MIN.SETBACK \ }--- / - I I TRANSPORT LIN - - \ 22< O' ,I • Or Soil Log J I I _ PUMP TANK \ 1 I.1 4.U. 1000 GALLON I .., 6 {' 1.1 > . HR -) O SEPTICTANK Approx. Existing Shed j or or Tree j;j 'd . - O ___ To Be Removed For l .. ' 1• u, 3 1 • 5I MIN.SETBACK ASP Requirements) \ ' —•••— Wetland Buffer __- m N .. < . o 1 I I •— — Wetland Boundry ' m • I 6" IVILLO: � ', O.. ....... /� u.„ I ------ Existing H2O Line :� P, S 88°14'22"jE 118.81' 42HR --0 m °° - — L I 1 — — Proposed Easement - PROPOSED f ( t 1 2 BEDROOM I ' 0 Wood Stake ".OP0SEO SFR :I I •Ivey aY t' / � I ,/1 -i-Transport Line Casing 3 / . kyy _ .�.. . _ % Transport Line E3 r � S 88°14'22"E 112,39' / /O C) I u1;f N473 10"E 15.70 33 � 4 a.;ze r al I � '.� °'' -' / I. /Nathan Cleaver Septic Designs, Inc. i ,. ,1 //�� C3 Phone: (360) 598 6546, Fax: 360-598-6548 -" , b','\-,-1-7,r' V - IR;4 1990 Kimball St.NW,Poulsbo,WA 98370 ' ° 5 � ,r % t� �� 1 E-mail:nathan @nathancleaver.com m I / 1 I CUSTOMER: Michael& Kimberly Monnahan / / .40 • S HOME TAX ID#:970-800-331 �" I DF TAX ID#: 921-332-034 \ � ' I 1 TRANSPORT LINE CROSSES: 970-800-402 _�i ��. 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O O O O w W ° = <- to T -0 C/] A r+ N ° ,�''� ^ o z 3 g ■ (N W m N Q Q° f1 O) D CD z v d o •�' o n °; 0 CND V m Cr) N °w w - .- o In t r -0 7 v 'o n 3 F) c m n r � � � � � rs ° yx m o cn b � o N m D 0 m V V V V V (0o N O� w d m m ?:.0 .6, C• n • m 0 0 0 0 0 0 o, co Z n Z ro 0 y 0 A CO (o w o0 0o w ao `� Q t� n -il -i ° ° —.o 0 0 0 0 o w N r' °� O r co c w w w w 4t. > 3 ° co nC C7 a 0. °- CO H m `C O ° O CO 0) •A N 0 0 ° gin� � o _ 0 d zm r 100 • j Ei0 • • St .W�_- 1 % 1 `�U 52\ SCALE: 1"=30' • THIS IS NOT A SURVEY Si s,\*' DRAINFIELD EASEMENT & �d�^' LOTS z7-zR �� 5Q ��, f LEGEND ,\ E) S62°� #., r �0_. ; 6 snK �9" or Soil Log ., MUNi 100.578 :y. _. :7:70'. F°'°. ,� N 90°0'0" E 7 r Tree I :: o r T e 4. vv �` 0.148 acres �'��Ili ; �`'.o� •••— Wetland Buffer E I \ � � �� 100%Reserve Area/ �� w \ i LOTS 27s; _ _ Wetland Boundry \ �I _ it /* 1> S� ---- • p - Existing H2O Line co /r t�' ___ z '' ° D`b°� — — Proposed Easement ' 1. V.l '\ \ 30 Downslope ,® 100%Primary(2)Glendon M-31 • Protection Zone 5 � 1 S'x 20.33' Wood Stake \ t'U\ >£' LOTS 27-28 7n 'h Iiiii�` N Transport Line Casing _, �_ I Transport Line ,` f � (79.782---r N 90°0'0" W rn ‘ • 98.488 100%Primary(z)Glendon M-31 UNDER ROLND ' $ . ��`®-� 15'x 20.33' /. WATER LrINL \ .4'. \ L LOTS 29-30 N .rr� I I • �', `�0.s92 acre • I DRAINFIELD EASEMENT \� �, / ,� s 13 --� 100%Reserve Area "•/ LOTS 29-30 - •'�-�5� '�roil,. ■■i LOTS 29 :\ w 30'Downslope • W • 0 30 «.v • \a Protection Zone - .-- - I W 0 �p If4, •• • N ( iL j•* Z., r • 102.242' �' cr ,�� ', - jI ' '�',, N 90°0'0"W ..111.482' i V . in 3 0 • ' 100%Primary(2)Glendon BioFilter M-31 m 0 I° y Si_,,7 _ !Ii :•-52- _ ■■� ��I 15'x 20.33' ,J V, .. •� _ LOTS W�J \ 0.104 acres 117) N • Z•�--X30'Downslope _ I •. Protection Zone i t.. `�� • 100%Reserve Area W DRAINFIELD EASEMENT I .w W LOTS 31-33 LOTS 31-33 •-- \- �v y ° I••• Aa`. // _ TT \ A �N d`. I «..r ••• ' �+ o`y '� N 90°0'0"W`1 15.2�3r6'\st_-3. ��<p .•�•', \, \ ! 1 \ i ''IBC>I .1• s t-a t ��FP`<5/ NOTES: .. w= `, ; U S - `-`'A y <- �1`, s / w `2 There is a berm of soil running East/West through •� I TRANSPORT LINE EASEMENT ii F� 9•- the Southern Glendon.Test holes on either side of `•• Z Runs up existing road to avoid '�,* V disturbing wetland buffer. 9�, the berm show that there is adequate vertical separation . O ° allowing the berm to be removed.This berm should be t "' removed carefully to avoid disturbing surrounding& `� I � �-(3)200 PSI POLY PIPE • .._S 1. II TRANSPORT LINES I underlying soils.The soil removed must be hauled to a s w suitable offsite location&may not be placed in the "" I r- wetland buffer. r • %t% •1c,I(0 8 , ',' ,ii,:\.„:',,',;';7, . 00^ t . % �'�1 i / �oi , N.{:, - , ,.,:. ,,, V1 . <•, \ , ./,/,,, ,--)(--- / 0. , , ,,,, ,4 ,,\ .,.. __ . .. „ , „,,,, ,,,- ,..:, „.._.. „,/, .2,,, . , • al \ ,,,,‘. \ , , 7 ' \?A \�TRANSPORT UNE/WATER LINE CROSSING ' '� / �� `PS TO BE SLEEVED MINIMUM 20-FT \ @ • , -■4 ,,..1 \ <1„, ,y ,,,,,,,)(_,' '''''‘-''',OrAin'N•••—-'62„,‘,,,,,l'14;„ CP;\01 ''\;',,,,:\\ick...; ,,,(%%‘•\ .`'�c� O' [t)L; I[}. (l W a 200 7" PIr'k tl \ �4 . �S,' \ST: ♦ ••ti MONUMENT' WITH A_2 BRASS CAP IN MONUMENT WELL ,/ a \ 1 t. - :,, Nathan Cleaver Septic Design, Inc. :_ : w; LUMP HOUSE•P 9 w - - Phone:(360) 598-6546, Fax: 360-598-6548 Ur,,J RGROUNO iMER I...tE L • lk 1990 Kimball St.NW,Poulsbo,WA 98370 `` �• ` II • ` 5 87 51'20"E 1071,33' � • QO (9 , I. ' E-mail:nathan @nathancleaver.com ,^ ® _ '” W CUSTOMER: Michael& Kimberly Monnahan Is 40,...._ sN 87°51'20" W °� HOME TAX ID#: 970-800-331 � _ • DF TAX ID#: 921-332-034 r Yr� _Ai. .::... . ;�. I I"� Fili iral~I"}ITC 1-I \ rte TRANSPORT LINE CROSSES. 970-800-402 :<��.,, ��.��...��Ca ,� ��, �,_ �. >: � � � �` �, \ C � > .a �`� °�'. �? ;, v:� .. ':. \: °� \�>,��.; ° \ :� °�? C z s',, gad 970-800-315,970-800-324, z a: C `\ �� ' 970-800-316 970-800-326 _ ° �`. �� ,.�\ ..._— `mss 970-800-327, 970-800-328, 970 800-329, 970-800-330 fq- 6`� c i`4„3s .. LOCATION: 291 Bayview Drive, Port Ludlow '�„ DRAIN FIELD: 361 Mats Mats Beach Road r tt. .tom 1011 74 1 DRAWN BY: DLR,JW, ICS, NNC ROAD PER RI(Hi I L L./ter �` IN RIGHT OF WAY DESIGN BY: NATHAN N.CLEAVERt�@AV R P T DATE: 20 AUG 2010,7 SEP 2010, d €"C. ' ' P - (SEE DETAIL) ExRiREs `` ROAD/TRANSPORT 10 DEC 2010, 14 DEC 2010, /� REV: 28 FEB 201 1, 25 APR 2012 LINE CROSSING /� s- p 8 (SEE DETAIL) l ©i � i ec Designs, Inc. LEGEND Phone:Nathan(360Cl) 598-r6 Fax: 360-598-6548 1990 m NW,Poulsbo,WA 98370 or Soil Log E-mail:ball nathan @nathancleaveSt. r.com CUSTOMER: Michael&Kimberly Monnahan N TAX ID#:970-800- - or or Tree �' DF HOME TAX ID#: 921-332-034 331 SCALE: 1"= 60' THIS IS NOT A SURVEY TRANSPORT LINE CROSSES: 970-800-402 I --•••— Wetland Buffer 970-800-315, 970-800-324, — — Wetland Boundry 970-800-316, 970-800-326, ----- Existing H2O Line 970-800-327, 970-800-328, • 970 8 0 329, 970 800 330 — _ — — Proposed Easement 0 • � LOCATION: 291 Bayview Drive, Port Ludlow —•I i I Wood Stake DRAIN DRAWN FIELBY:D: 361 DLR,MatJW,s ICS,Mats NNC Beach Road I l —�—Transport Line Casing DESIGN BY: NATHAN N.CLEAVER I a �rI ` Transport Line DATE: 20 AUG 2010, 7 SEP 2010, ' -�' ` I •• , : ' 10 DEC 2010, 14 DEC 2010, I \ ,.. t `.' ro REV: 28 FEB 2011,9 JULY 2011 ••% . ••'` � t;) 1 . ! : ..,•, -�� c �� •1.•• F C C ? 1 \ • ' i;°_ - C ii (: ti I/ m . , I , , PIMP% 4 r-- ( i \---- I 1 ma 0 I—, 6 4 �: ! \ ! � maa o.a„an . � � I. I 1 �y� 3 ��.�. .. P�� 100.008 E e I WETLAND BOUNDARY AS SURVEYED �otasa ea - y a^ %` z )ij{ BUFFER BOUNDl�RY AREA AVERAGED tkC h ,. 90°0'0”W A+^s't I - Y. a nz / CO'bi/ aors zn na n 4101,' L''. ( i _ I m /� /� ' • N9000 W #711482 s>i nn a-m"a nz F[ 0 0 1 eaa ,ma • : ` � �� ,..r .nn w I ' _ cp Iep„ `\.N 90°0'0"W 115 236 • / ` ��G NOTES • u..nna"aa . . I 0 /y,qp -There is a berm of soil running East/West through ! x `Jy 1P, the Southern Glendon.Test hales o t either s de f +zuzarax*ore uswort 1i��D�ARY A�EXI�RE$� fB�'"" --- -- `9y '. n�n..n wnmz.^eye wa the berm show that there is adequate vertical s p ration'-� • Z '®R@�ypyy ' � allow ng the berm tc be removed.This berm shaultl be .�ISUt�C oved prefully to avoid tlisturbmg surround ng& � 01�0o n vmrare underlying so ls.The sotl removed must be hauled to I w sortable offs to location&may not be placed in the k `• ■ £' 3 etland buffer. ` t A N a• t5` v WETLA JD BOUNDARY 100-FT SETBACK R V Y� I •:� t� I _! ;MP NORSE ? t Po "" ']? .z — '-,--,--- -- -.,..,..,„, ,40.5i Iiii: ,---, - rev+ . �w v z l T D \� .. r, _ _ ....,....... 9 '�:ril R — GHT OF W 11141 I I .. � _ ` (SEE IN RI DETAIL) • - � '� s •%• ROADTFRANSPORT AY ,9, \ ,,,,P">, LINE CROSSING (SEE DETAIL) �.','f•r— ''VS/T -;') y "i;a, i.„�,z Z Tql rn im ZU �'3,\ 74" o r 4 -0 �N m \. � �D NO 1�? PAGE 9 OF 28 1 L__._. _ ._ 1111.___ �..... _ 1111_• : t , _._ II Iii) ,, \\ SCALE: 1" = 1 60' I 'I \�v THIS IS NOT A SURVEY I1 I ' 1 ` I / ! % I% %� LEGEND . � : '# jI / or Soil Log �4 1.,-■ Q T:E or S Tree --j tis 11 —�•••— Wetland Buffer — — Wetland Boundry --13-:, . �_.�._ .-_1111 ,Q� -- . ..� ------ Existing H20 Line 11__1_1_._. _ ' — — Proposed Easement y I . Wood Stake s . 0 4 '. . �'�_ t ---Transport Line Casing ,.,.. '' '- , fl v I r Transport Line 1111_ ;. €rtiAt �EAcI-� 1 it 1 1 1 I. (I) v v 4 .---. , i«�= - Icy , \.3 S A� \ 4';f .� 1 {{ b v,v v a. - • ��," !II v I /A I P ,! �— / ,/ / Sd fly ``A\ / I C , IJet ( �/,'c I :-• t..: I 7.71,72:.'"3=-"TO veil 1; --.— \v/ I \ I v I '/ ic_•I v ' _— / I ■h ?'d✓ G ..: €ic--; - �, /1...:,,._,..,ro�` -..., , ��, 1\\ �� .,. vv _ Il �, 1 1 ....k - , - \ if • Ap I ■ i I. t p I I I y® ■ b l� \ / 1 f i if, Ili; . 1 G >° 0- ., C . . . 4 .11 f .- I I€ E 1 € Nathan Cleaver Septic Designs, Inc. : 0} / ' Phone: (360) 598-6546, Fax: 360-598-6548 I * : a 1990 Kimball St.NW, Poulsbo,WA 98370 ;,: / F E-mail:nathan @nathancleaver.com - i2 - - , I 4 1...0-,,,,.._= CUSTOMER: Michael& Kimberly Monnahan //�-vim ii1� / 1 i HOME TAX ID#:970-800-331 m,a F I DF TAX ID#: 921-332-034 r - I TRANSPORT LINE CROSSES: 970-800-402 �' ` �' c 970-800-315, 970-800-324, X(( ait: :, \\� , 1,7! 0 4 970-800-316, 970-800-326, ro';,lm D F�L,g i 970 800-327, 970-800 328, m�\m ZU $TqT p j�.•►. 1 g7r, '..1 c•'2. t O 970-800-329, 970-800-330 1 °N t LOCATION: 291 Bayview Drive, Port Ludlow `�), "°y'' '� I DRAIN FIELD: 361 Mats Mats Beach Road �� 3y5��/ \ y DRAWN BY: DLR,JW, ICS, NNC ^\' / P �P DESIGN BY: NATHAN N.CLEAVER ., , ‘,0 p C, DATE: 20 AUG 2010, 7 SEP 2010, 10 DEC 2010, 14 DEC 2010, REV: 28 FEB 2011, 9 JULY 2011 _,------ PAGE 10 0 OF 28 , - ir: •: : 1 : .- if .`--,'' • . 26 ,„A if / N / ',.iLc,,,. .,.- '„.1 „ ,.„ 1„,,.'“.0,::•:'1 ; , ."4 - I . i.... .,7•,L) -„ -7.-:-.>,.„, , .. \ . : 1 „ :. , 1 • A. : , 2"200 PSI POLY PIPE , / THIS IS NOT A SURVEY i • • . • / 12" ALDP. / ,, 4 :, rni. ,'45`-', ';" ::','' ::' '. ;.. , '. ...' ." \ I 1 1 . EDGE OF RIGHT OF WAY/ I I 1 • NI TRANSPORT LINE • . ' .,- 1 \a1 ' CROSSING ' - ` (SEE DETAIL) ` - ` - � � ` ` | CUSTOMER: Michael KiApprox. Hose Bib It, or A Soil Log , SEPTIC TANK Approx.Existing Shed \ ! • 5'MIN.SETBACK To Be Removed For 11 1 ASP Requirements) 11 1 Alt ' o co • • Proposed Easement PROPOSED i /!--- . . Ctf Wood Stake ,__. , . SFR = / 1 ,,,,,„, • • / i':',/ I i ,if 1 s , Transport Line ce , - - - .9-• .--.„,,.], ::;'t• • ..(P1 • Li Nathan Cleaver Septic Designs, Inc. Tn ,., .,\ „tos''' 6) 44*.k I. Phone: (360) 598-6546, Fax: 360-598-6548 al I 0 .■ 1(?)‘)* mberly / D | HOME TAX|o A\970'800'331 ' ' ~�~ | DF TAX 0#t 921'532'034 . | - - sm � TRANSPORT UNECROSSES: 970-800'402 �w �~~ � ~ 1\‘). -_-_ . . ~ ~'� 970'800'3l5. 97O'8O0'3Z4. ' ^' c�' � 1`� ,c CD ~' | ' ` �� 970'000-316. 97O-800'328. (bt\ �, | | • ` 970'800'327. 970'800'328. ~ 1 | � `' . . . , ` 970'800'329. 970'000'330 LOCATION: 291 Bayview Drive,Port Ludlow A | DRAIN FIELD: Mats ELD� 361 MoMo�BeachRoad ' | : � / / DRAWN BY: DLR,JV ICS, NNC DESIGN BY: NATHAN N.CLEAVER | ' ~ `D/QE: 20 AUG 201O.73EP2Ol0. | ' rif lO DEC 2O10. 14 DEC 201O. ' REV: 20 FEB 20l1. 9 JULY 2Ol1 Y � � I ^ PAGE 11 OF 28 •• I ; ...... i , ,..-- . I -?j ; ,' ' 0 z Nathan Cleaver Septic Designs, CONTINUED ON MAP 3 [B] ',.,9, i .1 I .. 1 Phone: (360) 598-6546,Fax: 360-598-6548 I. ; ;::,„; ,•••••••••• : 1 f , .••:•• • , :u... • 1990 Kimball St.NW, Poulsbo,WA 98370 ', 6 i i I.,. :• 1- ;-,* / E-mail:nathan@nathancleaver.com -,.. ) ; i .: csJ 1 i i 1111 ...._......... - ----•----- .......e —, .' 2. `,,, ,„ ', ' 1 I / I ' 1 CUSTOMER: Michael&Kimberly Monnahan ' ' ( > , „... i ; • •• • i ' , _ HOME TAX ID#:970-800-331 lkill ., , . „ 41" SO .) Et 0 ..)0 Cri --,1 ,_ ., -?7 . :.., . : ,,..,1 l'' ---- I , • i • :• , it: / - -"T - .. , . . .f / i 1 1! ..... i ,,f i .. . . SPK . , . . . DF TAX ID#: 921-332-034 TRANSPORT LINE CROSSES: 970-800-402 970-800-315, 970-800-324, SCALE: 1"=30'. w . ""' -ct ; :13 . 0 . . ,,, . .; il 0.72 / THIS IS NOT A SURVEY , (/) '-‘,,,,_ . _. , . 970-800-316, 970-800-326, 77Fr) -->.-: .."‘ . I I! ,, ,o. . 383 CALC WO9D 970-800-327, 970-800-328, ri- (3/13,51N 383, I r): ... I -. o 970-800-329, 970-800-330 \ _ (.1) -. I (3)2"200 PSI POLY PIPE '••„... ,, , _- ------- ........ ' - )-....1 , TRANSPORT LINES ‘.. • p ' LOCATION: 291 Bayview Drive, Port Ludlow • i 0. . . ' U"fiLIT"Y POLE --- --.--- 7..) G) '', - .„, i , . 2' 1 :: DRAIN FIELD: 361 Mats Mats Beach Road . '('',.9.,„_ . , I‘ i DRAWN BY: DLR,JW, ICS, NNC , , , SOIL TEST PIT .n, . . . .. . . . , . 'I . . -- r '''''' l'" i -- / ' ; • : • 7- • DESIGN BY: NATHAN N.CLEAVER . \ a. ..!p- ...... i = / .., ' • : -. • .Dr, DATE: 20 AUG 2010, 7 SEP 2010, /. • - "r DRivE \ \' UTILITY POLE ' 1 1 / ‘., / -----p- 10 DEC 2010, 14 DEC 2010, 1 i --:---- REV: 28 FEB 2011,9 JULY 2011 ■ 28. . ._. , i i''. ••• • 1 ,---- . % -- - 1 , / . , - • . „.......--- „I , , , . iulN1-1,1,.._-- , 1 . . • ____------ 1 , , . 1 , -1.--. •I I EXISTING WELL I . , . . , , i , , I LEGEND , OVERHEAD i ! li • . .,,,, , i ' /rr- A- f sHEO , POWER LINE . ; ; •. fi : - .. I‘,. - / 7 I • .. ., . • . 'v. ', .• - co/ ,' --... „,,, ' I i ,, A - '-7,----- N-14•E.D I ---dy..‘ / v,, #, ,,,,, , or A Soil Log / '‹',.> I . ' • I: 1---tr-H----2 -- II ! g it, .• -.., ,•• , , . _.... -;;;;;; ,„-,;;.--.or or Tree / / I ib-. i A •* .I—' \ "'— . LU \\ • , . N • ; I I 'el" / 1 1 ' • I N - CO , • , , I / 4 ••••••••••••• Wetland Buffer . , , - / ,/ li *. • - . •,, , ', „ i:r; . , , . I./ ; 11 . . . .,,.... .. r . -- -- 1 . 0. .•. :' . '.c7; • • Wetland Boundry / „ ; l' .5-43 / I 1 i, 1 7: \,•,,,,. ?.•. . ff. / 36" AR , : ------ Existing H2O Line / :i . — — Proposed Easement / \ • cl. - , i - \ - ' , ; , . , , . uTR...rry,ru...E li. 1 / 36" FA i 25 0 Wood Stake ,• • • k • (b• ,.-' z -_.,--f- , ...ic. i --mosem- Transport Line Casing .f4- 0-1-DRIVE ; • , . . DI . . , Y..-r Transport Line - (2 , . 0 % 1 . ..-----,'--- 9 .._.'' .... : _... .41\ • ' '..'...'.... • . ,,,. k‘ :\I,, 'Al. .. „7,. .. i .• „.: ,. . _____4. -.---II--- .—--'....... N / 1 N ' / / I'14'22”E 249.q8' ; 366 :'... N, • I CL 8AYV,164/RICHARDS LAUREL HEDGE a. A : - i . ROAD/WATER/ ,ri..115 kr1 ,., ,, ,et . . ... /--/ N : • • i .. , : .:\, • ,., • : TRANSPORT 4,,,,, --,.. ,, 0" FIR •, i le. ' -/ it`, •\ ' LINE CROSSING ,„.... ... , ..) •.1 .: 4. - I 1 ' . . , , i i/ / / . , . : , . *I, / I (SEE DETAIL) ..,,., , ' - --,--, , \ i 1 / -?.Y).-1.- -// , - LAUREL HEDGE . ' ep 0 s.. S 88°14'22"E 191.08' el) t....:, 0 ., ___1(s.`" •• . „ iz2.L.F ; \'L2,, . 146.09' 4. A °Q„ - , . '.(.) ' ; /i 1C% E (1,- -0, ...,,,,,• .- ,,,,./ ,,,,,,. , . 1,,.- / •,,,, , ,,,i, r - to - • • .,7- !": -, ,, .,' - ,' ...s, < ,,0 \c-•..,,,;:--1 ----- . -:" ./ ,r ' .... L.- I ...-.■..,_ ,, A 1 , . . ,..... ,' 1 A 0" ‘1\Ck3 , . . , - Ic I .' ,' %77E.RH.. OWER LINE .....,,,,,.+- . / 23 WATER/TRASPOR dfir . "'''' '' ,,, . ,, ,,.! ; : . . ..,, ; . • . 1 ,/ I: • -..' ,'' d ' 2...,•I , , . .. , ,r LINE CROSSING + /' i - • ' ' (SEE DETAIL) / .,•• S 88°1422"E 131.38' i 4. ! - ' ics.,, , / ,.: , ...._ _ 7 UTILITY POLE I / . ---..,,,z2i /,,,. f:._____,4/ 2 *3 \ 1 . • i . f '''';' -,,„ . . , . • . i / ‘,, 7 • : •• • , : 1 ... .., 24 St.-2A qA ,.... FRC: ' i /—, ' I( I/ ' / . A ,,,''N:00 ;'''''.' ...... 1"8 S' . ''/ 1C., 177 a) I /4,4 '--- / / ‘ ' ,, - I „' A Lu / .. , ••1--- • I I ' 1 cc , , , .. .- /...-- r....' e„,k _ „ : .. _ GUY ANCHOR N. EQ-- : , ; 1 c..) . ._, ./.7/ cD 0 ,/ .Je --i, ,14 ,.1 3" CHERRY 7/-.',‘, -I, ; / i 20 i i , PUB/NAIL 117 ,/` 888 14; E ;13---;38' ------ ,c ) A„) z-R.` _ 117 r\ , . I/ Z.14.72 ,,// / / / 35 // 1 4^%: ' I >.,. ' ' ' / .8,,$ ...z.- 75 I RC 3 0 ./ z. ,.. I ,,„ 5" BIRCH TREES .--- , ; .: , 1 ' . . A \: :; :•. I. / '''. ,. —.... '_ (1.el A , . • " 1 \ WATER/TRANSPORT . . . . LINE CROSSING , . .. •.. . I A • . 1 o (SEE DETAIL) .. „ . ,,55 ..Z : ' : • 161., / , 611,1 -4 Rc 3 --o 363 362 . z--, i --- 120.94' 1 - '--- S 88°1422"E 174.99' 7 — P348 348 N., 6-,•—"—. , 118 SPK i 748 Z-16.44 `•i II', N 8W14*22"W 15.00' 13,'15 z ..''',1,/,'",:s■-, --'1' / "' , 1 --, ...••••'. .;:itql1.1i:.,, / , ; , . 15. , -- • -, ' i - . 26 F ! P,34 f. s ..,.. : ..,... ,... . ,-A ' /sL-3 / .................s_k_ x • - .....**...T..41% ....j,54 i — -",„:. ..• - .,. i „, ,. 04 . . ,„,,,,;"-- . 1. \ 1.•1 : • !.`i ., . if= - / .' 4 - \i i : "2 ., / • /1 i'' : , F; i . , / ikp 4i..•.4' , T1117 -- ' \ . .• "I; .! 1 I I ''' S 881422"E 152.49' i t 13.16 \ , • 1 , i,y,,,I:i 344/ IQ 5'MIN ...__ ja.s , .....,11 ..74;14.4::' 3 J., ::.,.., , • 2"200 PSI POLY PIPE TRANSPORT LINE HUB/NAIL 113 Z-15.04 : ...,.: —, 'C...,, • 1000 GALLON i , -- , \ ' '' \, - 1 PUMP TANK , __. - --.., , I k , ,-0- 1000 GALLON I 1 , '-., RmAp 2 -..,,, ,. \l,. ; .‘,,;...: :.2 I-,,,, / CONTINUED ON MAP 1 [A] --- .. :6,.. I ..'----- 1-.)---fp:DSEPTIC TANK 27 -- 12 OF 28 - ' r. •,' k c,,) '1 . c ...,,) , , - 3b ""'1, . ..i, ' --v'''• . , , ,,........................... „........„... ii: .. , , ,,...7 TELL RISER I CONTINUED ON MAP 4 [C] ,' , 1 1 I/ z - \E"I / 5. , , 0>< I AHREL HEDGE Nathan Cleaver Septic Designs, Inc. ' , co / , IEW/OILL N,,,,A< 1 /d.7 Phone: (360) 598_6546, Fax: 360-598-6548 (J-) 3. 1 \ /- _• 1990 Kimball St.NW, Poulsbo,WA 98370 E-mail: . • nathan@nathancleaver.com • ii . \ Ti••■ --.„:,,,,, ..., CUSTOMER: Michael&Kimberly Monnahan ...._______ - . . STOP SIGN, li " ■ — HOME TAX ID#:970-800-331 1 ,' ■ _ ---....... ....1.1_1* El'I-IONE --- -----,_,..„.1-_, TBM SRI 8 . ‘ DF TAX ID#: 921-332-034 .98' ..o., , = 7.7 , .. , E.. , TRANSPORT LINE CROSSES: 970-800-402 u.'.,- FRB 1.65 g5 ,,,II,(4:v3 .\\,i '• , i' ', GU til ANCHOR 970-800-315, 970-800-324, TEI.F,RISER- ,'-- • I o...1. i, ' .. 17, SI P SIGN \ I ''/ 11 q / 970-800-316, 970-800-326, t-,1 EXISTING WELL ■ 1 ' ..--'.......!"- [ • , , . . : . . : \ 1 970-800-327, 970-800-328, -.., ,-... (TO BE ABANDONED) \ , ? . 7,17 7 . i I I Z , I / I . '‘C 970-800-329, 970-800-330 \ '''‘,.± r::7..,, ZU UTII.ITY POLE , . ir-- -- - - , „ _ " \ , LOCATION: 291 Bayview Drive, Port Ludlow 't'-- rn .... BOULDER ', il i -\,.., 1 , z . ....? . , . I LLI ,,,,, — I,v,I 1.1. DRAIN FIELD: 361 Mats Mats Beach Road (;k„ ,,, ,.'.','.., -- , .. 1 . c) /0., 7 ,, , r---- , _ 7 I,, .,..„,.. DRAWN BY: DLR,JW, ICS, NNC .. ., i___ s. , . ---....... ,'' ., . ,,,.. ')yr I , ,...0 -- _ DESIGN BY: NATHAN N.CLEAVER „----_::.-•.; ',.. , . -,.. ;-: .,.). DATE: 20 AUG 2010, 7 SEP 2010, t...--- 7,-",; 10 DEC 2010, 14 DEC 2010, ''...-- , , /I, , ,'' I , REV: 28 FEB 2011, 9 JULY 2011 , 1 I: . ' \ &. no tl' ! 0 f(!::. 4 CALC WOOD ( . \ (3)2”200 PSI POLY PIPE ' TRANSPORT UNES // Z-33.79 \ , ' .8. •'1 ' \ , \ ,, : ' 1 •',, , %! N „ , , . \ . . SCALE: 1"=30' , - 10-FT TRANSPORT EASEMENT , I\ ■ .. / THIS IS NOT A SURVEY ,, \. , , • . ., f,tir . : ; .._,..„..... a. ',N 1_,'',A"' I 1 , . ', .. , --_ ',, ;,* _--1 \ i. „' . I LEGEND ---_______. -- ! . i • :. f , ; --- • i i i .‘ i , 1 , . . or A Soil Log , .. ',. a. , .. a)_ * 0 f.C... rn '1\`'''-'' ' • : ..f ...,, . .; . . . , . ,, ,,C) I . ., - .. , 0. oi _ " . ' ,.. , .--.:. or or Tree ,._ ." S I — .- 1 I 1 M ‘ •• , • ar . 1.1‘. I i ,..,, • •••••••••••• Wetland Buffer ff 0 IN., (73`) ; ; 0 , Ix) < . , — - Wetland Boundry cp Q ............, 4 L • rn . : , -6..o i i f z ------ Existing H2O Line C:7 1... i . . I I I ; — — Proposed Easement ,.. S 1 ! iu. 1 1 0 Wood Stake _ .... . , . --_ ,,, ., , , . , . i , NM—Transport Line Casing -,. .., ,.. 1 1 Transport Line SOIL TEST PIT . 'II•, ',?„, : : / lh . -. I II)/ ,,, \ 4 II I : II .' — / ..-?0 \ \ 1 r.„ i , 383 CALC WOOD -,.. : it,83 FRC 383; / / W \ i f i / . , . (3)2"200 PSI POLY PIPE , . / TRANSPORT LINES , / —- -————— —.., ---- ,‘. 1 , - / --- . . . . • - . '. 'cp..9„ / . . . ... I\ I uTILITY POLE , , SOIL'TEST PIT ..- . . --„, \ i / • s. -eP" I/ ..- ,)'' /1/: . . 7--. 71)—/R77-1:11')RiV- / . / . . / \ ■ = ----:--------§---- / \ UTILITY POLE % „. / \ / t ; ii / ' qc° . / \ , ,, 8 / i ,. • 1 1 i OVXISTIN *pL 16.1 1 0 1 , ' • I" ..,'. r- '. ' • , . , . / ' I 0 6Ni 0 I I OVERHEAD 1 / • . '' i ' • r- wEizi/..S1- :,[) I ,01,A.IER LINE: 1 : I • ' eK1 •f : . ■ Oev \ C ' ( 1 fisP ' 1 ! 4. . ..■ I r s• — "• zo \ \ ..;'# ' '1 -.':.'-I .: S1-IED cTi \ 4.,,I1 i 11' -.tr. ,' 11. 01 \ /P ''' <)''''''' \ , r-- \ 0 i 4r1A, 'jf46) ' I iT I : i',-, ..., \ i i 1,.. ,,,, 1 1 ‘ I \ / ;0 \ • , , -' 0' , , , ,, 1, . , .., ,,, ,. lb ,, i 14, , i. ,,, , , . . - ; ,- -__ _-- 1./ l' il . 7-..., ,,, 1/ 1 - ,-1 \. ,,,,, . . 36" EIR . . \,,,.. ),.. / . W. / . . // ;1 1 \\ . . a' \. " 1 ,,' ..; . \ • L Au \\\ UTII„,ITY,POLE ''''' : A.,1\ ,' 36"111( /' 25 , . , -\\,,,1/4, , cb. . .,_ ,. --- z ----1- . . , \ . '!'----... DIAT DRIVE . , , . . 'r---"'-?'‘ . 1■N. ;•,' I ' z \ I, ,.... 0, , 1., c.) x;g -•,-./T,t. --'..., ‘, .1.1;:SINN , ■ \ 0 • • •.'--,••; ,,......... M >. '•'.4.1; ''''-- ''. v.. . I 4 , 1 ''1 S' 1 \ 1/ -'—, IT.I'Olii '±' s iit,,.„... S 88'14'22"E 249,1•4 ,.;,' zzi t%. )\-N. ''.'P■. 41a,,. I ` 322 .FRC366 76% 3,6 ,,, '...., , L. 4 CL BAYVIEW/RICHARDS LAUREL HEDGE I) . \ ' \ •-e... Ii 7-28.48 N' ' .l.'s••i'..N'\4,ki'7, , ., , •'. , , . ".. U'. I 7 / - ROAD!WATER!R / . , : N ‘ , TRANSPORT 40 FIR . N ' LINE CROSSING, 1 ./' / X z I / (SEE DETAIL) 1 I I/ LAUREL HEDGE 1 47 , ' r;o4 sr: / ..,11' N 724.:ci 316 , K 4,y.: : •11—T07 4, CONTINUED ON MAP 2 [B] „ . kx,kip) 3 .,.'....,---- --. i .... . " ,..,' . ., ' '..:7 / t roll .- J 'PAGE 13 OF 28 I1 , ., i i /I 54.-2N E.,Iiii I � �Y'\ 1 ' ti,... LXIS E I'�t,� 4N LL. i' ■\ I- CONTINUED ON MAP 5 [D] _ ' ` ' t 1 --------- �� Ii . `t �� I ', I ,,, ADDRESS SIGN -ice i I . v�� v I.n. - LEGEND �n M 1 a ■' I i, n . Soil Log r ilUMNRI. IN Iii) - ..-, .,,fff2Y 399 CALL DUBACK �� 11 1 , '�• 799 FRC 399 Ii11i I HBACK ,, ' \ "' SCALE: 1"=30' =-39.37 ►VIII / or or Tree `�. Iii II� 5 \ 394 CALL DUBACK p i11 Y \93800394 THIS IS NOT A SURVEY 1 — ;1 --- --- EXISTING EIE—Ammo_a _Il r- —_ _—___— —•••— Wetland Buffer iaiii ® ( , �E1 v ------- — — Wetland Boundry --- T=11 \ I ------ Existing H2O Line - --; , , `\ I// , ,', gal=MI: vvI `v — — Proposed Easement / / `'N \` Wood Stake 1 // XL °� '3 X‘ il v / / � n‘ya n v; ; • v� -�- Transport Line Casing 1 / I,E.IN=31,U , i . Transport Line / LE, OEJT=:?tz, lli 1 \\ ' Jzk1_ � 1§'=______�. --__= I ROUTE THE TRANSPORT LINES AROUND THE / .. a � �`�.' , EXISTING WELL AT THE 50'RADIUS WHILE -'4I-----. `�- + -�" ■ 1 MAINTAINING MAXIMUM POSSIBLE SETBACK , 50' Setback �� . ' 11 I .v v lik'CIS► , I; FROM TSLEEVE AOT DR DRIVEWAY CROSSING. / I ' I EXISTING WEE..I... / 1 �_ ,,SU.RVICE POLE I SEE SLEEVING SPECIFICATION I \ / 1 ■ I ■ t. o \' 1 I 1 ■ .s--``I .i \\ I cx\ \\ 1 / / v \ \\ - I / .:..- t� `'� /795;T ' i _..-,0.� 395 FRC 3 j5BACK 1 1 , \ / RC 395 I v v XY, a I I z 39.88 EXISTING WEI I. 1 ■ .v IJTILITIIYPOLE 1 ii a ------- \ \\ 1 ,, I i:, II «� 1E111 ELE i", 1 \ 1 . I 1 '"' ,1 A• �. `�' METER I \ --- ■ '. ' '.. ::� }�/' / u 0 /■ / \ , V vv OVERHEAD POWER LINE I �y �v� ,i I •/ \ \ I I TEMP ELECTI.\ '•�_AN\ t \ «I). MEIER / . s`~'� E, v I tee. 1 }\I / `vt ' a O\R`'0 / m — —— ui Lis I �� J -- • ♦ a� � � ' i y / J ,' 1\ v� ! vv 1 ' . '` ( ' i i ilk c°Y ;.cJ ( c i i -., I # 7 CALC I CALC WOOD POST r ..''' z 1 S>a by t ,_ --- - ,4f l a" ��.y QC1.. C'3 v' 1 I g ca t I I {Q 17 °a.1 ° m -'ROAD/TRANSPORT I �. .. ' - LINE CROSSING STREET SIGN ,' A 3 "' . -‹ �1�, B�24 c °7 �.,�• (SEE DETAIL) LI .e..s 3 •GEfY ANCHOR �E [ 'Nswra�+�v "- � S I 'I C) ® ... �` \� ,:m• $ / E.RISER /' 4c)..,*rte° "'v v a LAUREL HI I GE S / / \1@ 1�' \ 3\��\ \ IEW on/.GILL N{/� ..�% 1r" / s\ Y , n__._. _ Ary y, 7 . IJNDE O(JND TFI...FPHONE _.__ -- I1 n �Q TBMS 1 8 \ lo 14'241' 249.98' �� ° " v1 Nathan Cleaver Septic Designs, Inc. 1 �,, FRB ZS lj \ GUS ANCHOR Phone: (360) 598-6546, Fax: 360-598-6548 I YI. .., 1 �eQk �' , I T EI E•RISER,,,,,,,,, " /i\ # ' \\ I` STOP SIGN 1 0 Kimball St.N W Poulsbo,WA 98370 99 1 / v° �' E-mail:nathan @nathancleaver.com 1 EXISTING WELL V V` I 11 (TO BE ABANDONED)y /� � € : CUSTOMER: Michael&Kimberly Monnahan• 1 UTILIT"Y POLL `.v�. ' ,r-- 1 M. --- ,1 � -? 1, Q X HOME TAX ID#:970-800-331 I I1 * °� k OE t DER i DF TAX ID#: 921-332-034 17� DNS/� 1 " TRANSPORT LINE CROSSES: 970-800-402 ■ ��m �?'-�,`v ,, \� _ / / 970-800-315, 970-800-324, \ m�,i 2 STA?.,,.\ to a3� k :\�� .. €�• .4✓ V <n�m0 z,, o •• '� ( �� ' ../.--✓• 970-800-316, 970-800-326, v zo � � •R � �� pr o^'I \,"c , P : : ::7, : : ::\ //,'' 9, y / I LOCATION: 291 Bayview Drive, Port Ludlow .. 1,,84 CALC WOOD ` -- (3)2"200 PSI POLY PIPE ( -33_/9 - - DRAIN FIELD: 361 Mats Mats Beach Road \ TRANSPORT LINES I ' 1 ,'' DRAWN BY: DLR,.1W, ICS, NNC vvv '° Iii ' ,'� DESIGN BY: NATHAN N.CLEAVER v `v , i � �� ;' DATE: 20 AUG 2010, 7 SEP 2010, . i 10 DEC 2010, 14 DEC 2010, . 10-FT TRANSPORT EASEMENT ,D ' t I t �� ,t I z REV: 28 FEB 201 1, 9 JULY 201 1 CONTINUED ON MAP 3 [C] --_ a - k PAGE 14 OF 28 1 w I I I LEGEND ----]. 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' I I SEE SLEEVING SPECIFICATION �' f 1 I 1 I {\ I 3 m 1 1 1 / I\ i I ! I [ 1 t.SNUSFD WELL. 1/ ,,. E : 1 1 50 SETBACK / 25' I Nathan Cleaver Septic Designs, Inc. 1 ', ' � Phone: (360) 598-6546, Fax: 360-598-6548 1I \ ' 91 1990 Kimball St.NW, Poulsbo,WA 98370 II SEE ATTACHED WAVER E-mail:nathan @nathancleaver.com v v 1 • 0.'t / _ 1 i 1 CUSTOMER: Michael& Kimberly Monnahan v`v ' s'K - = I ®. I HOME TAX ID#:970-800-331 vv �: �: 1 DF TAX ID#: 921-332-034 \ a „ " ' i ! F 1,1 TRANSPORT LINE CROSSES: 970-800-402 4` f ,� 970 800-315, 970-800-324, " / € 970-800 316 970-800-326, ` —--- ? " : T // v ; 970-800-327, 970-800-328, , # " 1 ," i , / 970-800-329, 970-800-330 LOCATION: 291 Bayview Drive, Port Ludlow " ;. " // DRAIN FIELD: 361 Mats Mats Beach Road UTILITY ILiT POLE .....,,,, I :t' . I., y• #' / DRAWN BY: DLR,JW, ICS, NNC 4f ` --- --_ DESIGN BY: NATHAN N.CLEAVER (3)2"200 PSI POLY PIPE I 1' ,—\ TRANSPORT LINES F\ !I DATE: 20 AUG 2010, 7 SEP 2010, �� ' 10 DEC 2010, 14 DEC 2010, REV: 28 FEB 2011, 9 JULY 2011 Z 1522 " = x`13 , 12" CMP 1, 4t " 392 CALCUUBACK 1! CMP / ' ,C� f 1 3 792.3.392• i:7,4 I77 I.E. IN=41,57' w / "l i , 0,‹ "" 2_aR SLRVW IOLE ro. 11 � co f a' 111010' .. ' ''c. i.F. OUT=40.()3` ------------- 3 /FI I ,!,,- ------- " )=1_T.CT. J f3OX �,.• / ;': C' _-_ .,e \ ii i I1 y//' MATE �`\ / �'f'1� '^r / 11 Y m,�`�� ^g MILE PCJ51 07.022 1 11 � "' F31 i vv•C) I s► 01✓ ,- I' I �i1 ! f "• ■a. 0.. I �a1i�� ' ` I EXISTING WELL/WELL SHED '1 I — ————— —— 1 1u E € _ ( ^- 3981. f I ,...��. wi�li . M,.;IC X \ frI ((`711 iii® g. }4j�j D � q 1, e�A'i_ IF F ,2 CALC PUB. ��e / f 393 CALC DUBACK \ \ '3.1,,,3Z STA./. �C.. •+. ♦ --Qv ? I< .. -- -. .. 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N Z O w CO O O CO CO Z 7 p p X• N m rn m O O > 1- O O O O m N (0 m 3 — CO < a v o 1 ) 1 j a I m �✓' N O O r Z D o ,*, m J m < n v - 0 0 0 0 0 ° al wio CO �* m CO CO n 71 xi = , OD OD OD CO CO -' * O h s_ N 0 0 0 0 0 3 o D to • • = C N O p r O O O O O o O N r� O O p- W N N N O D) W 00 H ^) `'` sue-, N o O op c) A N m O to 7 sr�, • 0o • . Vi Kol ••••.... \ ••••.,... I I : I O 0 I \ .__ I • • I 1 l I . •7 •• � • 'o. .,.• . ._•••_• 1 • • • ...'••••+••••..w•••�`••• •• lc,. rrif .."1\ CD ............• I° I Ns 0 / I \1••••••••••• •••••••••• ••••••.•••' / • _ r•1••••••••• C/1 zD Om Z I N II ? w 73 0 vs�c,z ( -< m > mZ T �� : • co �, 1 I O 1 11 MN W I I , � : . ' . � ' " � � � nD ^ ,.1"-` --- � 0 Tl /~��` . .. THIS IS NOT A SURVEY or A soil Log • • • K A *.... ....... Ar , , ` 41.R.,,w ,,\ e,tie! ''' .,, , 1 / ' ,,z" ' ,--J ,i . r4o, I I „v "17t,, : / * 11,\Iti \ — — Proposed Easement Transport Line / EXISTING -o ' ri i 4 cpie ‘. . I 0 UNDERGROUND------y,‘ ' \ I s,',.,A ifj19(..._ ri r...f.15.1‘. 'A' ' i\1\vs ( •I'• i• %, / , . . .. ....„. I\-) 0 1 I I \ : _ts,____ . — )-(4,Aill 2. 1 ._ <9 rs, c LOTS 31-33 •--1,. ‘c.' \ •iiik IMM, IL._ , --.7k, rn-i, '.\ i ( ..._ � . \'0 -There is a berm of soil running East/West through 7> '''' ulm 1 TRANSPORT LINE EASEMENT the Southern Glendon.Test holes on either side of . ' ‘;‘, '‘. et.... , 410)(414 ./ 1 disturbing wetland buffer. Z\ the berm show that there is adequate vertical separation ,,, s ! \,, . _ , '',.‘ allowing the berm to be removed.This berm should be \ removed carefully to avoid disturbing surrounding& ' ' underlying soils.The soi.l.removIed must be hauled to a k sA.,-",,-.-\ ' • W 1 , \ suitable offsite location& may not be placed in the ' 'A....j7 I . v wetland buffer. 0 • 4 ' * / 0;7' S\4 ''/'i'l' iii 1/:<' ‘'14I) ,,, . ,r , ' ,,,,i/ ",,`,..s..:'-.N V (5'6, r\\ <5“"•`• ‘■ i,,,,,,,,,v,,,,,,,,,*_, , A f„,,10\ ,, ,\I"Y,',4!"',•,* 1U-1,p° '''::\%61 ‘‘. womuwsmTw�*Az^ BRASS CAP xvwQmuwswTWELL \ ' '<'��' \�� " Nathan Cleaver Septic Design, Inc. Phone: (360) 598'6548. Fax: JGO'598'654O UNDERGROUND � ~ * : II % Fr 6) 111, ((No' -;ii)..6' — t",\,*_,...",_".":-,:\Jz r,_':_ wilL, Ni .,1oeommuan St.NW, Pou|ouo.vxouu7o -—�� s'mai|:noxxan@n�hunv|oavoroom . ,,,,, . CUSTOMER: Michael& Kimberly Monnahan In _ .., HOME TAX ID#: 970-800-331 40 oF TAX|o#, 92l-3J2'O34 OFNTFRI, TRANSPORT LINE CROSSES 970'800'402 rsitiNTarvv,..,BEixel.H,30AEy__ -- �� 970-800-315, 970_800_324, 970-800-316, 970-800-326, 970-800-327, 970-800-328, --.~ 970'80O'329. 97O'8O0'33O Ik. -- LOCATION: 291 Bayview Drive, Port Ludlow 142, -~-~~-T. ~~-- DRAIN FIELD: 361 M�sw�sBeach Road DRAWN BY: DLn.JYY. ICS, NNC - -----' DESIGN BY: NATHAN N.CLEAVER ROAD ps*nm*r'oF-wAy � 4 _-'--_- IN RIGHT OF WAY ---- DATE: 20AUG2010.7SEP2010. ---'l-''' (SEEDETA|L) — l0 DEC 201O. l4 DEC 2V1O. ROAD/TRANSPORT R�v� 28Fso2O1l. 25 �PR20l2 e»�n LINE CROSSING ~�~ -�~^~ «�- (SEE DETAIL) ��^ � � ~ �� v ~v~�'�� *c_�~� �� °�_'�� I .. . . 1•E� I j ( •( \ I I. Nathan Cleaver Septic Designs, Inc. aY'1 1 1 I 14.57 LEGEND Phone: (360) 598-6546, Fax: 360-598-6548 6 1 9^K 88014'22"_E_ I s 1 X737 FRC 337 � Soil Lo tgE-mail:nathan@ athancleaver.com370 337 r I ....... . _ 1 ^1 � ° g A A Z-13 7 I 7 �" or g 1 r:. _ 1 CUSTOMER: Michael&Kimberly Monnahan \ f 4 1�� :.or or Tree HOME TAX ID#:970-800 331 _ �,�� DF TAX ID#: 921-332-034 li } j I ! . rf '} '` k .fit . "' I TRANSPORT LINE CROSSES: 970-800-402 \ C ° i 1 1"--,3. — Wetland Buffer ' W ` 1 �= -, 970-800-315, 970-800-324, k fi Id, I , i I ��/ = I-..44. Wetland Boundry t C, , SCALE: 1" – 20' --r .,. 970-800-316, 970-800-326, 1 �� t" ------ Existing H2O Line 970-800-327 970-800-328 -/ -1 .�f. 1 1 ' THIS IS NOT A SURVEY ' v I — 970-800-329 970-800-330 �' I 1 . t — Proposed Easement , ` i 1 + LOCATION: 291 Bayview Drive, Port Ludlow " Wood Stake DRAIN FIELD: 361 Mats Mats Beach Road \I ' 1' -e I �l I ,_ j Q 7 — I' -i•-Transport Line Casing DRAWN BY: DLR,JW, ICS, NNC - 1 ! �-...J • — S 88°11'22,1 E 123.6 DESIGN BY: NATHAN N.CLEAVER \ �;� i � � I®W"� 3�a `� � ..� _ Transport Line __\_ -w . 1 I 705 3.2 . 101 •§'1 ' DATE: 20 AUG 2010, 7 SEP 2010, I ' 0 • ,/ 3 10 DEC 2010, 14 DEC 2010, m ?` i i ) �I REV: 28 FEB 2011, 9 JULY 2011 ', 1 `4r- . I --•,.;-- j 1 \ 1 111 I ((. I D� I � i� f710 FRB \ liI I ,' , Lc) �? l 1 � ,� / 112 HUB/NAIL • - �� i f j I - Approx. Existing Sheds `3 Z=517 \ !;' 1 ,, Approx. Hose Bib ;`3 1, .1 co 4i1 1,I 1\ 1 : L0 1 - S 88°14'22°' E 131 09' \ . f` ;-i 12.43 3 1 2" 200 PSI POLY PIPE 1 0 .1 ' CK .;,. 33 O O I / TRANSPORT LINE ---- ' 333 - -- 1 1 1 �/ _ FRB 332 732 ��}} ' I. l • • I 1 1000 GALLON Z=6.48 � Z=3.77 l 1 . I _....... PUMP TANK 1 Jii > r- o 1. 7" FIB 1000 GALLON 1 1 j / A rox. Existin Shed� � �,.,,�„ pP 9 1 , ''1 a . I -—_.. ( (To Be Removed For oo� : I] _ - 31 ¢ 5'MIN. SETBACK CASP Requirements) i1 I /� ; w , I I z, � ; I 11 � � I l 1 : s I I-, r�v --®'„� I 'j 4'22'"` 118 81 % Ire ° - f j,t%" 1 :12:4„,----328 �.- `� _ 0 88 1 ” Q f I' . , PROPOSED 329 FRC 329 729 / Z=9.37 ' / 2B OM EDR ' PROPQSED'' SFR / % •'t-I DRIVEWAY ' ` I / , 3� __. 1 HUB/NAIL I: ,f . . ' I j try t' ' TO o j i x^ /' °° 2 SPK BIG / _ f 9.13 en /\f,.4,_ / 1 S 88° 4'22" E /, ''327 1 12.3 9' 700 FRC 327 —i / / Z=7.96 ..-„,., . /`326 • f 703 C 326 /R ..., / Z=4.37 7I / LU y-I N 22°47'3 1 .7 ' 325 3 3 725 FRC 325 ,€ CO Z=2.70 1 1 �` Z (D CL. I a, N.. r �,p' / 'A � / •z 5 co CO ® / • < 1 '�A t `C\r,� / co • • • /fcCDIC5IN � ,. / / p- , . 1 ' 1\‘> ... 701 F o / In �s�F ∎ �� Z-4.97 - (y xNz:,r ,,,a € A; :'T,e s ,. , . y —•; 0i: b im.x: ;':• 361 ` • N\ ; . Vii %' 1\‘). (4,44) ' '� PAGE 21 OF 28 1 (r N '6; ti'' ; SCALE: 1" = 20' r- H �° THIS IS NOT A SURVEY -) • \ . ■��v I / , // 4 \ ' U.1! J ROAD/TRANSPORT i �� ': LINE CROSSING STREET SIGN ct- :, (SEE DETAIL), I } GUY ANCHOR R . v ',..,aj 4" w - -y 1=1\ r T E L . RISER . dr ".` LAUREL HEDGE —I a STOP SIGN i 1 r ;ROUND TELEPHONE -. -___________- i .l ` GUY ANCHOR + TELE.. RISER I i STOP SIGN EXISTING WELL TO ` BE ABANDONED \ / -- -- �— J UTILITY POLE % � 1 BOULDER ER /1 C.¢� �. -- .•" TRANSPORT LINE ROAD CROSSING BAYSHORE DRIVE ( A 0 , y% .„):,p Nathan Cleaver Septic C'SDesigns, Inc. rD.4, 1 �' Phone: (360) 598-6546, Fax: 360-598-6548 4t, o ' ) LEGEND 1990 Kimball St.NW,Poulsbo,WA 98370 y ` �` .�1 E-mail:nathan@nathancleaver.com ,t '� r�J or Soil Log CUSTOMER: Michael& Kimberly Monnahan ++ .�� A �',, HOME TAX ID#:970-800-331 or or S Tree DF TAX ID#: 921-332-034 15,S4*". 11. - --(:!›.. J TRANSPORT LINE CROSSES: 970-800-402 —•••— Wetland Buffer 970-800-315, 970-800-324, f 970-800-316,970-800-326, — Wetland Boundry - 970-800-327, 970-800-328, >11( 1-()/1'/W y, ------ Existing H2O Line 970-800-329, 970-800-330 ' Ar�m; 1?q t , Proposed Easement LOCATION: 291 Bayview Drive, Port Ludlow �\�D ST4l. , ,", � DRAIN FIELD: 361 Mats Mats Beach Road °�° R Wood Stake �N \ p DRAWN BY: DLR,JW, ICS, NNC Z "°sa �� -Transport Line Casing DESIGN BY: NATHAN N.CLEAVER 'Ay5%� Transport Line DATE: 20 AUG 2010, 7 SEP 2010, S(� 10 DEC 2010, 14 DEC 2010, REV: 28 FEB 2011, 9 JULY 2011 PAGE 22 OF 28 rr, •h �` V ••- m , .• • c=' ,� �. .,r 4 \ �1 � . i_ ,,.. „.: r■ . . ..> .... \.,..:',...:: s ii V • > ..... . . . • ..- . jig c,„,.. . . . .,.,',11, .,,,..„,s • Z ,..,...,- z isi.,.7.,"- � J :%� \i� <. . ::ii!, :illi001 a 1 y r O• 2°;11'4, �� m r r ^ I- 7vt/) z . � Z•mZOrnxi 1. �� v z * M rn \. f � � .� m dip Z C) 0 � � N , ,•m H i1 �u" m --I L.) -I > D — .. v /�; �; � D D Z � rn ... o • • :(s v�� i I ni 1 J 0 1 r^ 4— --- --- Z II \. /" ■ , IP�{ / °o• z. 1 (K ' � �� o I' ° i -2 (--„, -1 --r D 5• 0 � J * * * 0 ° ° ` ' -a '1 v ° ° 5 °° ° v C ( P c? Q cfl a ico Q Em N p c o . 1_ m m ° O c T_ 1 m 1 i an • m > - .... . C6 I v� j o D °>7 3 On D On O N 3 Z V / 1 !?� G7 2 Z D Z r^ , f •J:,• t�rn O (01\3 r 9 O n ■ • °\ t,, m O o o rn , -4 ∎.i -4 -4 m co co 3 w w ccoo < 1 Z > (9Xi < C D n v n ( co l0•> t 1 w cCi D v o 0 0 o O w v • °� '' ' \\ �`c \ l `' m O N1 Z f7 3 O O O O m N O Qo sp m ® �, N O O (7 N ,-1-- (0 V 0) cn (/I OW W fy O T f I - r Z �^ - - - c c) l7 O v �Z,� CO N O O W W c0 n y x P N D v --4 -.1 O O "`.1 -, w o W 1g0 €t J O -0 73 �-° 0o Oo CO 00 00 * O — 70 QR n N ,+ 000o0 � �" C N O p r 0 0 0 0 O ° O O N O O Q W N N N O CO 00 CO N leo �\ O * O w 6) A v O ui = > . \ co 0 n _iv) 70c:c..i: :731 r_c Dm oz(: :1,,r,....imHZ (7) > _.S 7.--Sc it14 ,c.... .111° 1.. ,, T. \Iti,_‘-±'401 , ' : i:1"-1 . .. -••••• ..--.:-. ,•••••••••••• . . > Z - c) —I c)-) 1 — 1 IK. --I -• •ia 0 ,,,`■ c) "-... re*N"r7 171 �; ' c II ` eb N _z ■ ' < _ , rn w Lam" °i �\ 1 ~d trs 1 m Co N r 1 ,t` / LAUREL HEDGE N. 1 0 7\ ' a ‘N,/ € i' SCALE: 1 = 20 i ,, }(5j}y ROAD/WATER/ i. — THIS IS NOT A SURVEY i TRANSPORT `' ,t LINE CROSSING I i (SEE DETAIL) ' ' \ LAUREL[ EL ! ELSE r- Nathan Cleaver Septic Designs, Inc. Phone: (360) 598-6546 Fax: 360-598-6548 ' /4 z/t/ 1 . ` / 1990 Kimball St.NW,Poulsbo,WA 98370 :.a 1(` \ �/ ~� E-mail:nathan @nathancleaver.com �, CUSTOMER: Michael& Kimberly Monnahan ,,,,,,EL ,217<„ 1 ( HOME TAX ID#:970-800-331 I �. DF TAX ID#: 921-332-034 -- .- 0 TRANSPORT LINE CROSSES: 970-800-402 SL-2N 970-800-315 970-800-324, 970-800-316, 970-800-326, .: . . 970-800-327, 970-800-328, I 1J ' I 970-800-329, 970-800-330• l 0 SL-2R LOCATION: 291 Bayview Drive,Port Ludlow I - DRAIN FIELD: 361 Mats Mats Beach Road I r __ __ _ _ DRAWN BY: DLR,JW,ICS, NNC ■ -0 DESIGN BY: NATHAN N.CLEAVER r �> S 88°14'2' I � � DATE: 20 AUG 2010, 7 SEP 2010, f r r—..c 10 DEC 2010, 14 DEC 2010, I. ( • SL-2A REV: 28 FEB 2011, 9 JULY 2011 1/4+-66 z / • 1 f �. '/ % .r ! ( \/) cam' 1 p ( � ,1 1 1 h- , i C f I I J ' I 10'_ I \ t SL-1 r i ' ' WATER/TRANSPORT I. I .1 I LINE CROSSING , o #, \, I•(SEE DETAIL) I cn I • f - . r"°,- -�--� I_ 2 S 88°14'22" E 174.99•I ' ; 1 8814`22"' 15.00' r J LEGEND t�..i SL-3 or Soil Log i ', 1 I CO `'' 1 .;'I co : I or or Tree P� /13 , ;1 ,- t C 1 1� I 13s i SL 4 —•••— Wetland Buffer , G \ eft \ _ i il — — Wetland Boundry ( 'P 0 \ \ 10` II 1 } 1 1 1:• S CBC}r L { ( 1 iE • ------ Existing H2O Line I 5'MIN — — Proposed Easement ___--- - I 2R NS PSI POLY PIPE L. I 0 '. TRANSPORT LINE 1 0 J Wood Stake 1. ) '�' P ---Transport Line Casing ,�, 1, 1 t • ij 0 L Transport Line ?E �`, , SL-y ) .L. J 5' MIN. SETBACK ¢• i1 I .' 1 a. ., t \ . WATER/TRANSPORT 1 1 LINE CROSSING 1. w � ....... s 88°14'22`" E 1 (SEE DETAIL) \ �. -7-...7 .._._ w ' c} � I 2 BEDRO �'— 411:Art' - R 1 r. � off, � ( , Z T �0 �1 ,m� n �( D 5T4 P Q4'``0 Z, 9T F �� O 40 ATER / TRANSPORT LINE CR OSS IN G DETAIL, 5 > N .? ,1 � w,k,z A /4:, ititoG PAGE 24'OF 28 , 4. —� , . 1 0:, �' , , , ,-' . WATER/TRANSPORT 1 ,� LINE CROSSING > ' 2" E 129. (SEE DETAIL) I g ----_- _ J o : ra I I PROPOSED s ,1 a ( I 2 BEDROOM !� ;-• », �/ SFR },i LJ J N 12" LLD .. i 40 , I ! , Fi PROPO DRIVE AY EDGE OF RIGHT OF WAY/ - _ PROPERTY LINE ' j , \ PROPOSED TRANSPORT Iii 1. iI - r EASEMENT LINE 1 �/ ELECT. VAULT i II ( ■ 2" 200 PSI POLY PIPE i1 . ii TRANSPORT LINE II EXISTING WELL I® �I, 88°14'22" E ;116.39' 1 101 .20' 1 N 1 1 ;' //: i 5'MISETBI i f I r I t SCALE: 1" = 20' 1000 GALL( THIS IS NOT A SURVEY 1 ;' " h ' PUMP TANK \' 11 1, �, _ ii �� \ a. � t It � � 101, f`) ;� 1000 GALL( j SEPTIC TANI i \ \.c" I I. I1 11l' ,' --�-_ I 1_- i`. ROCK WALL \ \ p -r •1 0 5' MIN.SETBACK II ) i i WATER/TRANSPORT -4":„.0.-----. .. ; , LINE/ DRIVEWAY 1 I' , CROSSING �� \ 11 r�- c �._, ,�° �� T (SEE DETAIL) 1 i C _ 1 22 E123,6 ' i 'I;j 1 o • ,� x ,' PROPOSED 1, , ((i,_.._ , :;�' 2 BEDROOM . \ 1 I . .d , u PROPOS D DRI. WAY ' SFR 1i co i... 1 LEGEND Lra \ I I 1 En ! . ,' Nt a I€ I Nt I or Soil Log , I) 1f ) 1 0 i Approx. Existir z 1 ) I Approx. Hose I \!' 1 I or or Tree � �.� L - �✓ (1 I �, "� S 88'14'22" E 131 .09 •••— Wetland Buffer -__ I I = - 2" 200 PSI POLY PIPE 108.19' 5' MIN.SETBACK ----- - 4'1 t I / TRANSPORT LINE — — Wetland Boundry i 1000 GALLON _ PUMP TANK ------ Existing H2O Line I I 11.1 , 7" FIR � / 1000 GALLON ) i 411 ( 0 ✓ SEPTIC TANK — -- Proposed Easement 0 __.._ 1(_ et Wood Stake -,t I o 5'MIN. SETBACK 6° -1 I © - Transport Line Casing If'. W Transport Line * / I � < o /I . .m 1 . .i4 6" WILLOW 1 S 88'14'22" E 118.81 ' 42" HR .. « -C) f: . : - 2 ,-0 PROPOSED Nathan cleaver Septic Designs, Inc. WATER / TRANSPORT LINE CROSSING DETAIL Phone: (360) 598-6546, Fax:: 360-5 360-598-65454 8 1990 Kimball St.NW,Poulsbo,WA 98370 E-mail:nathan @nathancleaver.com CUSTOMER: Michael&Kimberly Monnahan HOME TAX ID#:970-800-331 DF TAX ID#: 921-332-034 TRANSPORT LINE CROSSES: 970-800-402 970-800-315, 970-800-324, 970 800-316, 970-800-326, ro, tD a 970-800-327, 970-800-328, r)-\ ---' _ - r�CD 970-800-329, 970-800-330 X r(5-11"9‘z---11-----_,,‘ �s Y '� 41 J �.- �� - LOCATION: 291 Bayview Drive, Port Ludlow ��= S gspa\ //��'''�� r,® ®��.` rte` {n t m!i: w� 1r.� t DRAIN FIELD: 361 Mats Mats Beach Road 42 Zi ` .,q �� n DRAWN BY: DLR,JW, ICS, NNC m �? �1 11 L !1� ��`+Cl- til*S17 DESIGN BY: NATHAN N.CLEAVER A 5y.\--\ �1 Jrag DATE: 20 AUG 2010, 7 SEP 2010, F ;', '1 ye ill ISY 10 DEC 2010, 14 DEC 2010, ,1- 1 ,,,. REV: 28 FEB 2011, 9 JULY 2011 1 PAGE 25 OF 28 O H - _ Z Z o _u - ri \ — sx D o r� z o z cn N. rr cn . I TI d 0 -o D C7 rn 0 D z ro '11 � 00 O Cf) -1° o- 0 o (/) 77J r-rn 00 r N rn pt rn Ci rn i irn � -p _ x rn r i rr o1 0 0 0 0 r -1 O S n V D D D Z 3 o D m Z D m Z Z m _ 3 cp S 03 03 7 r Z 0 X ° 0k 0 N o A � CO V Z 0 W N CD CO CO CD Z O• A D r m cD V V V V m ( v 2 A 3 co co ao 0o co z IN) v 3 5 co �',o ml➢ TF• N ! ; t : H: : ; U D * Eu v 0 0 0 0 0 O S Ol m(,Z • = O Z N O Z m p ;i ` FRJ\s I°X441?) t "1 ' ` ?� k NZN 1 �� O Q C W W W W 0 j OD N ` fl_ W N N N O 7 V M o O co rn P N 3 O vi 7 do r 0 rn 04) g. k o . a' 1 r .s. :r r. c ot "a„, t.,{3 ,, r M -• toy :.411 ,t En I-t ,T Irk Cr) Ci to -;:t1.14 v, yr F- ;? W • mr:r tv0 t.».. : -l- as t-• ;1".9 h, .4 �t 4 �rt� • 4 -'PI:RGLEN1.ON/11.011I1.: FIZ.W.CHFJCA'i7CNS 1inw a Wn w f Ir m i -.1I 1 tom.} t� z tc ; b 0 ,. 14 _ ° a ( ^1 1 (--P M 'I x 4. !3 g n p p { o ' ns a n m" i . rri MI t m a - .9 ,;, 14 7 ) a , : < 1 I �` �........__ .-...__ _...r 0 IT 7 . ° ' V) !n -.i. O. In IN V' YJ 4 5.- (wit \ '1 f, ill�ri U :4 a` J' CI F' co r`� a `'n to rt ,_,H il j,fix$:4 It "t ' i .1 I m X G'1 r- r= Cl) ,� rn CJ r Y-t ti 'M rr fir.+ 1.....: 6 v Cj f... m:N %Y Te..0 C:T r.3 rl:t- G1 Z JA , , 25 fni P b1 cn rt;t0 c tii 2,›- "� w- 0 l : e a to Py 3 i;ill P °rg „L', h'P C) v' r \ Yrl 1 n of w� ; `, Fri, t �I In a ; r .tt " M''' T V In r z + ,, `�..� ^ x � o n a �•.�+ u " �� . /, } ya ,-�m 1.4 4 7° 13 m M '1 iv U, p I1!II1; rli L; 1 �J ff>�Y y 7c+ o r \/N G3 "YiS :.1 '«i � 7i L e 'A j ,� r �1' p i r'• O 3g 0 r'N 7. k' *rr j VI 0 hY t' J Vii_ 1 pi 4.Q"u m S':jn ' !" rJ .r :d ' r til t7 ?u ro�0 0m, ht y d of F r" t m i. {7p ill F)� r- y �., J g o c� C1 j i xt c�r rl j r. rp) -2 r. p 1.:P.-. �i b na 0 X UJ U t t in o YUn 3 to i` t7r y a1 f1 v w y= Cb c F-^ w , -•! —_ ._.... ._..-......_................ - - _ ....... .........__........_._.._._.....,....._. .................. _._. ... ........._.....-.. i c n ]"VDT Engineering, inc, r-+ F, I (n Glendon.l3ibfilter �.., 4 W - Siructr.{1•al Engineering r., a • r 4 Containment Vessel DVD7 Plan,Section & Notes (360) 933-1345 Co Washington Glendon®BioFilter Design Manual December 28,2009 Page 19 of 23 Glendon® BioFilter Model M31 Worksheet Slopes >5 - <20% Basin Capacity,GPD 120 Basin Dimensions$ 10' L 6' W 5' D xtift Soil Absorption Rate, Gal/Fe/Day 0.6 7, 10' , Mid-Point of Basin -6/0 ` , t ,J : NATHAN N CLEAVER . Cover Sand 9( LSED DE R7 5' Z 7XICEN CCZ f I N !� EXPIRES 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 6%Slope 30' CUSTOMER: Michael&Kimberly Monnahan HOME TAX ID#:970-800-331 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, 970-800-327, 970-800-328, 970-800-329, 970-800-330 LOCATION: 291 Bayview Drive, Port Ludlow Rim Required= 120 GPD X 1'/4 GPD= 3OLF DRAIN FIELD: 361 Mats Mats Beach Road DRAWN BY: ICS Rim Available= 10'+ 10'+6'+6'=32LF Per Basin X 2= 64LF DESIGN BY: NATHAN N.CLEAVER DATE: 25 APR 2012 Basin Volume Required= 120 GPD X 2.2113/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 8 Including the annular space. �n, Glendon®BioFilter Technologies,Inc.2009 All rights reserved. S� I AGE DISPOSAL DESIGN A'p 1r ed fo Construction Date 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 capacity from 120 to 500 GPD providing the volume,rim and'depth factors are met. ^ isr _ E Figure 5 M32 Build On Site(BOS)Basin Side View JUL 12 2011 The M32 basin is set level on a water settled sand pad for slopes up to 20%after the native soil) diet it'ide bonding between the sand and the native soil. It is noted that the rim must meet the''Y2 levelSPW16131111iNitaiItliOattids outside the basin walls are trimmed at a slant aft er 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 and 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 All rights reserved. PAGE 5 OF 28 • �, > . 0 o � o -fl z 0 0 _1 m Cii f C� M i 70 0 V / DNm 0 0 r. 1 53;c6 Km O m - n l'' l 79 m i w Z f= Z r- n' A m c•) m o D W-CP (A = v o Z D � T � m r 1 11 o -< z K 70 C D M Z M M- m o D /v D W Z C D - * Z o p rn <,m w co N. Z -‹ z D 0 C0 N Z n N m = m co Z OD co - m 0 A ci - o = r m H z m --1 o W PV o ^ 0 0 0> m �I 73 T O 0 C O O C O O C - t % 7 : -I cn D D D _1 C) 3 to C) 3 to C) K to s Z -`x, l.4 Fr.' Z Z D rn 0 D m 0 D m 0 o p �ti. co w O m p O D m O D m O D m m co " A 't7>� '' 75 -5 poi— * Z x Z X Z X o w .:A m O D w ` o n L //// 0 0 -1 °0 0 o m W cfl N co 3 N to to N co v w m co < �,''z j t- = fIrri r- (1 Z Z O O m _N c_O vo _v oV _m ov ; :/1///// -- Cif A N N n o O N m co to co N W co S to co (. Z / t7 O O Z v < m � < O 7I m y N . ° 12° o Q° 2 ^' tow v oW * N m N > > o d �i = = `^ G > V V v"i - 0 60 vi 0 - Si y X 50 c.0 ��D 00 m -. coo -' wfD wo Wd a tv O p tb N `< m O O ca O O m 0.=t". co ^ = i'p�+p`y( O n ' 3 > + _-0 co C W w O o 0 O. O O ni O c0 to 7 '•�. N co O N m .-P O o N 9 al Oo 6.4 N r r W f- W v 6.) 7 Q" Q N• co Q N O 01 A O o -P.p 1 O O CO [17 W! 5. - a G) to rri' v A CD 01. eA�j c� 5 2 n cn ` °' m -,( `° -+ 0 m N p I ` T r cn l � v m o 0 e. so N r A 6 3 r et,. -.‘ a..; gib < f, N co Cli) co Q Q 33 e D 0 0 Cl) (I) W n 0 `-,' N. . , (In CD m_ . •„...* , , , , m k „sr.:..... CD CO 2 GI) r ' ill \\''''S:: 0 0 c v 0 0 0 0 —I 0 0 r m n r = n r = n 4411.416...H y m z 73 73 T O O C O O C O O C v I ,17 G/ D z D D D m D m D m °D -$ Z Z m X —I —I 3 - H k.' - H m m S m c0 CO 75 75 „ , 0 Z A Z F, Z X 7, 3 O W -. r P O 0 0 5' CO f1 II k k k v" D N Z c0 CO Z c Y v -4 m co CO N CO M N CO V, N CD ... =SI) U) C 0 O O n a) N co V n y r O) v rO+ co co to C m = Z Oo Oo O O a O 5' rC) 0OOmwwa3I ww = CO CO C� ZO O N Z n O O N co N N O N 9 S d 9 R° * 4, c O Z f7 N Q° ? � , P, 0-)4;• O m. w m' w fo fD W r s O n N m w * i) * N cp * N) '< a, O m c v m D w w (0U 0 o- 0 C° v, o V 'm m Q x d z < m 009 CD <. m < � 3 ,1 co K wo woo 0 CO CO CO v `< m 9 m 9 O CD !!. co 0 do„b 0 0 -o SO-0 co O O u7i o D co 3 70 N 6) • O O_ C 0 C W 0 N O .:1 ,:'n = O O- ) Q O c' 00 O Ui n 5 A • Etectrofusion: Equipment Information Whether the installer of an electrofusion fitting is in a MANUFACTURERS NOTE controlled environment or in one of many rigorous field Permanent field installation of electrofusion fittings applications,Georg Fischer Central Plastics recommends should be done only by operators who have been properly the proper use of approved installation equipment in trained and qualified. Please refer to the Georg Fischer order to ensure the successful installation of the fitting. Central Plastics Electrofusion Installation Manual for Electrofusion installation equipment typically falls into proper installation techniques. Should you have any ques- one of three general categories: tions or need installation training please contact: 1. Pipe preparation equipment which includes various Georg Fischer Central Plastics at(0101 654-3872 pieces of equipment used to prepare the pipe surface or before the fusion process is initiated. Examples of this Your Local OF Central Plastics Representative type of equipment include tools that are designed to remove calculated amounts of surface material from the pipe as well as re-rounding tools which are necessary at • times to ensure that the pipe surface is not outside,the published out-of-round pipe tolerances in order for the fusion process to take place. 2. Pipe restraint devices include various types of equip- ment(i.e clamps and straps)designed to fit specific Georg Fischer Central Plastics fittings for the purpose of holding the fitting in place for the duration of the fusion process and then continuing to immobilize the fitting being installed until the cooling cycle is complete. 3. Electrofusion Processors which are specially designed computer-controlled equipment that subject the fitting being installed to a regulated amount of voltage for a des- ignated amount of time. 6 q.L``°( _ tea °�i C:>a,°e P rt-A1 rd"i n e()\ {.vit t 1 c € "t) -'c t., 1,^� re r t ti„S E.;' }, RECEIVED • _. Atte t4! 2_ M' F+ 101 :Jefferson Courtiy :inviranmont 6 Health , . ,.. Etectrofusion Fittings: Couplings NOTE:Operating Pressure is 200 psi for PE4710 Couptings in allowable applications.. EF COUPLING DIMENSIONS 2.: , .._ . .. Nominal Size H L A Oft 4(4'- ',i• 1/2 2.01 3.15 1.57 1.42,..1.13,7::::.' ,,,„,,, . 1/2"IPS 2.15 2.98 1...,,,,,- ...,„:'!x,,;:-.*:g.-:::...A, ,-;:x,Itf--,-*•,•-• 3/4"CTS 2.15 2.98 1.42 z;4t-,L"' .1612*Ai.›.',•-4.I•L' ' .';',".%:V:,,,,..: 2.48 3.46 1.73 3/4"IPS .'C'-'. --."':''''.7•'''.71KtIXMISh.: '.:: ,-,---7t5;;;44:44s?:, 2.52 3.46 1.73 fk- i:=4,'" : .•,,,,..,••:,,,,,,,,4;,:o64••,.. p:,''''':\s':,,'-$00g;tr'' • ,' ",'',1••••••,-, • {4*''." v'i• 1''CTS 1 2.63 3.46 1.73 ",;....,e, 1 IPS 11/4"CTS 2.56 3.30 1.57 7,";':11i::. .,:-.',%:,;w'.. *111/41/a"ipDsUCT(CON.) 33..0040 3.86 111...898322 m 2.17 Arissomps2iVrft IIIII /-,------- *111/21/"IpSsIDR 9(CON.) 3.36 43..3730 2"IPS 2"CTS H 2"IPS 2"IPS CONDUIT 21/2"CONDUIT 3"IPS 3.78 4.72 2.36 3.59 4.37 2.12 3.82 4.31 2.09 3.55 4.32 2.09 4.17 4.25 2.06 5.18 5.59 3.00 2.72 P46,49A. 4"IPS 6.51 6.14 1----A [-A 4• DIPS 6.06 6.93 3.46 .- L L 5• PS 7.56 7.17 3.54 I 6 PS 8.70 8.35 4.10 "I 6"DIPS 8.74 8.19 4.09 7• PS 8.93 8.19 4.09 I 8"IPS 11.20 9.48 4.70 Call for availability of other sizes and dimensions. 8"DIPS 11.14 10.16 5.08 *Industrial Non-Compliant ASTM Fittings. 10"IPS 13.41 10.50 5.00 " **For Use with Bar-Code Processor Only 10 DIPS 13.70 10.90 5.50 I 4.7R=4.7 Pin with Resistor 12" PS 15.84 11.50 5.50 4.7S=4.7 Solid Pin 12"DIPS 16.20 12.80 6.40 (PE2406/PE2708) ELECTROFUSION COUPLINGS Size Description Pin Type Part Number Pack.Qty. Wt. CSA ,, , 12.--,','-YES'•''''' :. .,, ..,,, T,,,,r,vq•l• ;t:,,,4f.:944,:i ;,:40,41,,,:.n,,,,. s.07600:1:7;''..:.6:114,SP:-.... ,.1':7e4.,- Z,f'::,:,•,;:'''' •y,,-CTS '',-,-,"0:',•,',-,-..-•:,t,,,r7v,-,,-; A.,•••••;5'--,',.':-,..,y,I.k:- '4'-"''', ,-,.':‘-',,,' -,:,, ,,z,.,,17,67;4z1 . ,-,-:,.',.f.'.:,; -,..., ., ,..--.,rg----..•2•-•:,--444,',,;''-, - '-•- • -••'•'''' ilitii:0105i;t4:'1:1;t'f-",'--431i:::V•;:::,:'5•:'••:,•:.; ••'•''':? 14 -;54,,,- 0.19 YES 1"CTS ASTM D2513/F1055 4.7 R 5760005 10001613 30 0.16 - 11/4-CTS ASTM D2513/F1055 4.7 R : n...?.,,,,,:,....,...:.M.-741-iii...:::::-;:,1 '' '.,..;.N;.-........',3(4 .''.<':.!:-..!:?...:1"..7.,6,•filf.-It''''I.;,.'::;'" , .,,i,,,,,,,,akroft:;: . .-: ,.,ly,R:91 ,.:1;.,...,.' -tft-7-,e ':-: . ., , ,•-i:-•:,-:, tt: ;x,,,: 14.-,.",.IPs1' ':i ;:,...' A t1Y9FFIn-55' ft.:1 'It:;A.14''1:";:•'&.:,$;'.4. ,$,,'-..-Z gf.iii,, 66,01,:iiitike-Y:lfi..,,',---,-,,,mv:;;i,,i4,:;,-,,,'40 4::•,''1' ''''A''''' '.4"i44,,,f4,,- ,' 0`:;,:--;'4', iiti*F1.(1-5,„ ',4;k:,';,,;:giiiPri;:;;;4;4;441,4114,?4,4kliffe:,:4*".fk=z'sx-•4 -4 '''''"''''''•''' '''.' ' ' 1"IPS ASTM D2513/F1055 4.7 R 5760006 25 0.13 YES 0.23 YES 5760008 50 11/4"IPS ASTM D2511F1055 I;!t,, ,,,3.,,,,,.,.„..._,..,:•,.,-•-••''',;:r:7, gfla. iriii4-FP:4;:i1g..;1:464F.:4F:":,„,„-„,„,:;,.,././\;VTlyii<=;;;;ie,\,,„fo, A 1/27ik.i.:;.:1:i;,:. '' Arf,*P. 04)519 ;:4's :i. -,-f":?ill:t!'': ::,. .: s .E.'- . .,R4*P'',;:fital:tia:i;i'm.;4,4,!. 1,c;;.;,A',''i912,:'iT ,:?:/,',-•J'4, 21P ,,..' '' •,';'') .j, iltiP:':15i:-:•'''' ,-:FtEeEiva*:•'------------ '''------ 1.15 YES 3' IPS ASTM D2513/F1055 36 4"IPS ASTM D2513/F1055 4.7 R 5757008 10 1.57 YES ..,,,,,,,,,....x.q......4. -.---.. • ..--4-....,..,. .i.,.. , 437 1,m9.,.. :-:,.,,•,;',AN:,;,::4)0.-4#41',.::-' -....7•-,::;',Zf-n51 ''-'g'c''''''''•'-'9-`,''','-<:;,.'• . ,..,',•.•,•,-..- - io55, ::.::::.,;,:;,,,.%:.„I:,.,4...7 R .,4,ai4'ielitl&. .'..'=.- ,,,,,,,,,,)::.,-;,.:,;-;;:fw,4p1::,,-.. i6kelps,,,,-.,44:..,,,, .. 4.Asrmi,.: ,,, ,,:t-,:vi-Alsor-Flu: oto.b.---).!,;v,,.•,,,,,,,,,,----4,0.1,q,,,,,,,,, ,...•,,, ,,,.,..•:„_..-,.--.--•;•-•,,,,,,•,,- -,,, , ''''g-:',e,i, '!'4-*mi 07.,$nz ,..,- ,, - ,, - ,---, ieifersorl(lourfly OW, 102 i +GF+ • ' _lectrofus~onmitt~ngs: Couplings ngs NOTE: Operating Pressure is 200 psi for PE4710 Couplings in allowable applications. (PE3408/PE4710) ELECTROFUSION COUPLINGS Size Description Pin Type PartNumber Pach.Qt� m8. AYWWE 1"CTS ASTM D2513/F1055 4.7 R 57600 25 0.18 Y�s � lu'oTs �srw ocn�n/F1osn ^Jn �ono4srn oo o�l� vss ,,,,- - ,,, -'.',' , , ,',..„A'..,7 ,-,,, , "i`:,'17,%;',',',."-.IT104**f.), ,.„-;,,,;','4`."-,iY!.-.- '' ' ,,,',-;;,' ' -77;.:',.e.* fl.'2,...."''''''',' 1,,,t-11,1,litt".:,,,,, .� 1/4"|Ps ASTM D2513/F1055 4.7 R 57600 22 0.29 YES o�* YES 25 AST o�s� F�oss ��rn ,,,,'q,.:P°::.' 1'/Ps i 41ps-' - - ; ''''(4:§,i,')ft;1,1-3i,*fi:!:.'4-'''''..;;;',7;11.:::,";itk !::.!;i:',':4--:',-i'''s,''0"45:::'',14.4..;',<.?. :1i'J:r,,''.•.-';',''''i':',c.tril;,:-'-.-:-,,,,"--$i.:=:,-;','-:6.10i,,:-.,, Et;'-'-'1'z.": z'IPS ASTM D2513/F1055 4.7n 5760030 028 YES c*'|Ps oowounps|~o 3 Pin ca ll zn 0.55 �|ps xsrwocsl�F)oss �7n ln�o ov u 4.37 Yss 7"|ps AST F1055 ��/s 10003970 4 7.86 /o'|Ps ° AST-M- sTwo2m�F1oos 47s � /s�a YES )z'|ps ASTM D2513/F1055 4�7n 1100000040357621 1 23.10 YES. �u'smnv l.mmnoonwouxPs|~m 4,rn 1o�4�n 30 0.24 �'o|Ps 4sTw o2sl�F/n�� *�?s 1ommaso 10 2.34 YES ,A*0��NN�0��0'wN 10'DI PS ASTM o2513/F1055 4.7 S 10000356 l 17.43 YES 12"DIPS xsTwo25/�F1oss 4.7 S 10000357 1 25.67 Y�s RECEIVED . AUG 17 2011 . jefferson o�ma � -/ CaKfor aai�biNyofmher�zeoanddimen�vns. H�� — '--� ~� Forusewimua,couepmcessoron� 4.7R=4.7 Pin with Resistor 475~4JSolid Pin m��8� +GF+ ^w^'u�~ ~-^ �==-------