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Home My WebLink AboutSEP2004-00229 Jefferson County Department of Community Development 621 Sheridan St., Port Townsend WA 98368, (360)379-4450 SEPTIC PERMIT APPLICATION PROPERTY OWNER STEPHEN PETERSON MAILING ADDRESS 7558 44TH AVENUE SW SEATTLE, WA 98136-2202 PHONE ( 206 ) 933-8678 SYSTEM DESIGNER NATHAN N. CLEAVER Designer Phone# 360-598-6546 �j LEGAL DESCRIPTION: Section 33 Township 29N Range 1 E PARCEL# 970-800-329 & 970-800-350 ►Tc - Subdivision Name MATS MATS BEACH Division Block 3 Lot(s) 29,30 DF=6121-332'v3}`O • Site address/Directions to site 271 Bayview Dr, Port Ludlow TL-X:970-800-402,-315,-324,316,-326,-327 GRo-soo-3z8 SOURCE OF SEJNAGE/USE TYPE OF WORK WATER SOURCE Residential V New Tank/s only Private Residential ADU Modification Public Commercial Expansion Community Upgrade Repair SITE SIZE 12,325 +/- SYSTEM TYPE Partial Repair-(tank) (drainfield) Previous Evaluation Conventional, Designate Reserve Area Yes#SEP04-00229 Alternative Redesign No SYSTEM DETAILS Number of Gallons/day 240 Soil type 4 (attach soil eval.) Application Rate 0.6 gal./sq.ft./day Drainfield Length 15 ft. Trench Width 20.33 ft. Trench/Bed Depth NA in. Septic Tank size 1,000 gal. Pump Chamber size 1,000 gal. TYPE of system GLENDON BIOFILTER M-31 By signing the application form, the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any omission of a material fact made by the applicant/owner with respect to this application packet may result in this permit being null and void. I further agree to save, indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs, reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees, representatives or agents for the sole purpose of application review and any required later inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the application that he or she requires prior notice. Inspections shall occur during regular business hours. Initial here if you require notification before entry Appeal-A person aggrieved of a decision of the Health Officer may appeal. Appeals shall be submitted to the Health Division in writing within fifteen days after receiving written notice of the decision. DISCLAIMER-This application is for an on-site sewage system that meets the state and county standards in effect on the date of application. This application for an onsite sewage system DOES NOT assure you of any other County approvals. For example, it DOES NOT GUARANTEE that you will later obtain permission to build a permanent residence or other structure on this parcel. Any future application will be separately judged by the rules and laws in effect at that time. -SeE kciWAIVt2E Gtr OIQICAtiOAC, 9C1 jk )OI■ Property Owner Signature Date FOR OFFICE USE ONLY I / otAi ji\l' 73., PARTIAL ASBUILT I 1( 13 FINA APPROVED t;),: �� C ., ��,� rr INSP/PUMP TEST � \A.3 PUD �t t fir (' ALL HOLD FAQ.MET Da Fee l Rec# j3 LL Check# ,)/ Case#SEP y-I H:\WEB\PDFs\Septic\septic_permitapp_2008.DOC SEWAGE DISPOSAL PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend WA 98368 (360) 379-4450 (800) 831-2678 PERMIT #: SEP04-00229 Date Received: 09/17/04 SITE ADDRESS: 271 S BAYVIEW DR Date Issued: 12/14/11 PORT LUDLOW, WA 98365 Revised Date: 06/15/12 Date Expires: 12/14/14 APPLICANT: STEPHEN F PETERSON PHONE: (206)933-8678 7558 44TH AVE SW SEATTLE WA 98136-2202 SUBDIVISION: BLOCK: LOT: PARCEL#: 921332034 Section: 33 Township: 29N Range: 01 E DESIGNER: NATHAN CLEAVER PHONE: 360-598-6546 CLEAVER SEPTIC DESIGN INC. 1990 KIMBALL ST. NW POULSBO WA 98370 DISCLAIMER- This approval is for an on-site sewage system that meets the state and county standards in effect on the date of application. This approval for an on-site sewage system DOES NOT assure you of any other County approvals. For example, it DOES NOT GUARANTEE that you will later obtain permission to build a permanent residence or other structure on this parcel. Any future application will be separately judged by the rules and laws in effect at that time. Permit issued to CONSTRUCT, ALTER, REPAIR OR MODIFY AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM IN JEFFERSON COUNTY, WASHINGTON This permit is issued for a period of three years (unless otherwise stated above) in accordance with Jefferson County Rules and regulations for on-site sewage systems, codified 8.15 amended per ordinance no. 08-0921-00. This permit may not be renewed. cN' Jefferson County Environmental Health Specialist The property owner is responsible for the accurate location of all property lines.Any removal of or major disturbance of soil in the primary or reserve drainfield area may create site conditions that are unacceptable for the installation of a sewage disposal system.Any change in drainfield or tank location may invalidate this permit unless prior approval is obtained from the Jefferson County Environmental Health Division.If during excavation or development of the site an area of potential archeological significance is uncovered,all activity in the immediate area shall be halted and the UDE Administrator shall be notified at once. HEALTH DEPARTMENT MUST BE CALLED FOR FINAL INSPECTION. SYSTEM DESCRIPTION: 280-GLENDON BIOFILTER-M31 No. of Gallons per Day: 240 Drainfield Trench Septic Tank Length: 30 feet Width: 19 feet Depth: 0 inches Size: 1,000 gallons SPECIAL CONDITIONS APPLY - SEE REVERSE • CONDITIONS OF APPROVAL- PERMIT NO.: SEP04-00229 1.) The revision approved 6/15/12 replaces pages 4, 8 and 20 of the design approved 12/9/11. 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 12/5/11 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.) 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. 7.) 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. 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 SHAL 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 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 with Schedule 40 PVC or steel pipe per design. Transport line shall be constructed with class 200 PSI poly pipe joined with Electrofusion fittings as described in the approved design. 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 and location within flood zone. 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. Page 3 of 5 I:\F_SEP_PermitRedesign.rpt 11/22/19£ 27.) Dose counter and elapsed time meter are required in the control panel for all system components. 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 line, cased in schedule 40, polypro line using designated joining method, pressure testing for line integrity. 29.) 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. 30.) 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. 31.) This approval is valid only with a connection to an approved public water supply. 32.) The proposal was approved based on information provided in the Flood Certificate dated 7/23/05 received 7/26/05. 33.) 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. 34.) H -This permit is granted based on the recorded RESTRICTIVE COVENANT combining lots 29 & 30 of block 3, Mats Mats Beach to meet the minimum land area required under WAC 246-272A Onsite Sewage Code. COVENANT recorded 8/11/2005, AFN 501798. 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 mitgation plan shall be submitted and implemented prior to issuing a septic final. Page 4 of 5 I:\F_SEP_PermitRedesign.rpt 11/22/19E 39.) A shoreline exemption will be issued for construction of the single-family residence and will include installation of the septic components to be located within 200 feet of ordinary high water mark. The project proponent shall adhere to all conditions in the shoreline exemption permit. Page 5 of 5 I:\F_SEP_PermitRedesignspt 11/22/19E 10 i,' Nk n\� JEFFERSON COUNTY PUBLIC HEALTH, 615 SHERIDAN, PORT TOWNSEND WA 06 a \J TA"./ ASBUILT INSPECTION REPORT For RECORD DRAWING Designer 1VAni4N Al. CLEAvE,a Permit# SEP O1-I-00225 Installer A •Aw' SUkERT -SH.oL.b EXCAVATI/I,j Parcel # Ci21-332.-034 DRI W'RGlA Electrician t ,)&t_D Design Flow 2... 0 Property Owner S'[ PIABIJ t'-ereia..SON 1-tovs TA) 4* 940'8w-32i f 940-8-33 Site Address 2:4-1 SOVt1r1 VIEW DQ.kve , PLO Luvuovz Answer all questions or indicate NA DATE Tanks, Pumps and Controls INSP. Tank (manufacturer, size, baffles) (',octpns1 REpt%M)4 1 k POD cool t,J., 2cowl. 28..‘441 20t3 Pump chamber (manufacturer, size) spa 12-E 1.11•AMC a ■'CYOb GNOtti-Ol•S ZOV'S Screen(s)and/or Pump Shroud (type, location) ""ttt.3 7tI tE cm 4;e....k, 26J4.121 -3 to a)1 r I 5 A C F L G ) ?O eA >D u.) Pow TAN1‘c.-. Were Tanks tested onsite for water tightness? 05 No Panel Model AQUA•WORX 1PC-SGO- Timer Model 221. 1ekel 20‘.5 Pump 1 - Man./Model O rt1Cr/PF(00511 Flow Rate \0 CI PM ltS_ 1a442.01A3 Pump Location (i.e. garage, treatment unit, basement) Puv.A, • TakNk Float/transducer settings Inches Timer from bottom of tank- On/off- to in Functions: On 5 CI in Veto - 30 in. Off- E0 sec/ alp, r Alarm - 30 in Veto On - .5 .- min Storage Above High Water Alarm 405 5 gal. Veto Off- k sect iir hr Dose Counter Reading 0O0(k /00000 Vireo # gallons/dose HA gal. Elap. Time Meter Reading 00:Os:'* ''min/hrs Pump Throttled'? Yes Dose Drawdown (in inches) A44 in. Pump 2 - Man./Model . Flow Rate apm Pum• Location i.e. 'erase, treatment unit, basement Float/transducer settings Inches Timer from bottom of tank- On/off- in Functions: On sec/min Veto - in Off- sec/min/hr Alarm - in Veto On - sec/min Storage Above High Water Alarm gal. Veto Off- sec/min/hr Dose Counter Reading # gallons/dose gal. Elap. Time Meter Reading min/hrs Pump Throttled'? Yes / No Dose Drawdpwn (in inches) in If additional pumps-complete the info in this table for each and attach. Other Timer functions & settings (e.g. override on/off) -- _,a)-04‘ ' 'cUrD L'UEptrt,� Z'Z_ - S H:\WEB\ONSITE\Asbuilt_Report_Form.doc 04/28/10page 1 of 2 PAGE 1 OF 1 4 s. Pre-Treatment ;',j � Date Insp, Sandfilter basin high water alarm shuts down pump to Sandfilter Yes / No , Sandfilter Basin size/location Sand Fill met design spec? Yes / No ATU (manufacturer, model) Alarm tested Yes / No Disinfection Unit (manufacturer, type, model) Independent Alarm Yes / No Drainfield Transport Pipe size, schd, diameter 2°CtASSTeo Manifold size/schd t" Sc 0 ve. „%a zot. .pet Orifice size Nff Lateral Size/schd k" Setal AO ?.Z__. thl Zpt3 Barrier Material M4 Cover Material/Depth 4ffDtvni SAND/le 145 3444 10%3 Residual Head (lat.# & ft. Head) A1/A The laterals/pods were balanced 4110, / No yam, 2.0k3 Source/Manufacturer of Drainrock/Gravelless chambers G'arcoaC inW.Vc Drainrock Clean? 410 No If no, what action taken? Mound/Glendon Site Prep 2ooc Sept 2A2— Drainfield Length 3C:) ft Width Ial ft Depth 34,4 inches Caps for measuring residual head stored (location) ■sE COMMENTS (inspection notes, changes from design or deficiencies in installation) Attach additional sheet(s) if necessary A►.ISPc a uhle WAS t►JSp C—P it3 ALII:usT 2c ?_. EACH . 1 " e.IROSSES ANCB sL.EE'`Jt AYte • • .-. U.)Mk NdTtMeS t Z,. 3 of EtThea. Et.. OF SLEe/ES. l"r.. ,.�.c- V(U l - , ,. 1 6-/q a Health Department Inspection issues resolved Yes / No/ NA If yes how? Users Manual Provided to Homeowner %2/7'/ '7 . ' , Date Tank/component Decommissioning Report Attached Yes/ 'No / NA Installer Certification attached/signed Yes / No ATTACH RECORD DRAWING stamped/signed by Designer or Licensed Professional Engineer I CERTIFY THE INFORMATION PROVIDED ABOVE WAS VERIFIED BY INSPECTION, TYE SYSTEM WAS INSTALLED AS DESIGNED AND APPROVED by JEFFERSON COUNTY 1/ AGATE) OR TWAT CHANGES HAVE BEEN NOTED AND T Expy IANCE WITy WAC 246-272. '1%,„"< "." -- fyl-fi 37602 1 Designer Signature Date i License# H:\WEB\ONSITE\Asbuilt_Report_Form.doc 04/28/10page 2 of 2 PAGE 2 OF 14 i P ( i __.__- ; 1f---. - --( Ill, \___Iji ,-- -- _ f I ,\ 1 APPROX. SCALE: 1" = 160' '4 1 •1t THIS IS NOT A SURVEY I 1 • \' , 1 j I / / \ — \\ / ( ' , —+ i t LEGEND ``` '1___.. 0 o Soil Log o 1 (..„..,....4......._ I e-1 � or—7A, or Tree _ _ - - f.-.-.- �_f - f e� a,; g --•••— Wetland Buffer -- •� . , _t * \ ! � � Wetland Boundry "`- •} � = ----- Existing H2O Line — — Proposed Easement ' i •••,-3- , 11:111.:.11:11:171., j Wood Stake �� i >� i � , ,-`� ,�'"-4.1..�. ._..�...,.. xn � _�-Transport Line Casing ;- „�� ' i !� 1..1 "^ REcoRD DRAwING : L1-2--, ,,_ i „J .,- 1,, ,3 1 i iiik 120,94' i ,- ;" , '''--, 4 li-',.,..7`1( . ciii`,„,:), ,.,„;,-- i ,A; ,', L„, 1..! . / WATER/TRANSPORT ) ; ' 11, - ;: , .1-wwww-Transport Line Casing 1 ' Transport Line TRANSPORT LINE I I-1000 GALLON I SEPTIC TANK I N. \ 1 1j. ;.r i : rs --- .-- ‘ ,-\-- I ' - ;• 741..;': M 1-7757-61-'''r NEW 0 —Z . ' til ) ------` LI' I , =i• '',:•,-, 4 ...:............1 , = ; 'APP ,. | �-Cleaver Nathan � ��r Septic , --- �� Phone: 860 598-6546, Fax: 360-598-6548 | ° ~ •� 262 NW Road, Puu�uoxvxoau7o ' | � �� . /u s-mail: | - �'� C / .:, USTOMER: Stnphonpote�vn � �( HOME TAX ID#: 970-800-329, 970-800-330 1 �= DF TAX|D#' 921-332-034 / ' �| > c" �� --' / � #: � Cr., , �� TRANSPORT LINE CROSSES' 970-800-402 � � ^ | ' � ~' [ 970-800-315, 970-800-324, / - '�' i ' 970-800-316, 970-800-326, ;.- ' 4444k= 970-800-327, 970-800-328 ' � LOCATION: 271 Bayview Drive, Port Ludlow ��| - DRAIN FIELD: 361 Mats Mats Beach Road DRAWN BY: DLR.JYY. ICS,NNC I ��' ! cCuli ` � / `7 | | DESIGN Bt NATHAN N. CLEAVER DATE: 20 AUG 2OlU'7SEP2010. | \ | I l4DECZO1O. RE\�l8FE8 �0l1. -- ' \r- | ' | \S‘\!,-, S:Cc-.P•1;.r:A..1115N.1.6:2'c5;L:::;..-471-- l3 JUNE 2011. 11 JULY 2011, �� - | | ^ � | / 25 APR 2012, preRD 3 APR 2013 ,= .�' - | ' | ^ ~ | | � R� 2O NOV ZO14 � �� ' | ��w � - ^~ | | / � ~^,�=x �- ~ /�- . | | / ' ~ .-' | | ' . �� _• m-�� m�wN�� m � . . . 1 . . . •1 tj. <' ` y s 6„...4, ♦ RECORD DRAWING~.M �ow TO WELL_/___:i 4// V „_,_ '...7 . —...—_i___ r ig 1 k Ito /N / ,� \ ho\N/• it r 1, c / ya,A, 1• % jam _ r. /� s ,i °c---- \., (--1--"q,L-. P.\----- //c/ ; i • em • //�' ' � SCALE: 1" = ZO' •a " TNIS !S NOT A SURVEY w , �r •' Vii/ SL-2 i .. I' j �/N `� Tt.. I V N 90°0'0" E z i 1 _ 98.488' /� 100%Primary(2)Glendon M-31 .INN P .3?q� 1. ; i._ -- ' 15'x 20.33' 1 1 LOTS 29-30 '01/:`,0 Ip , Y: t it 7,---''''' . ril DRAINFIELD EASEMENT .l ,\ l $ - B , n N O LOTS 29 30 W O \ -„ --� 100%Reserve Area I 0.092 acre V LOTS 29 30 t _ x___30' Downslope s w N r t p Protection Zone ,, _ s til ,• �p x a 1 • V F 1 • o •_ W / z y. 102.242' • it. w , tie ; s m • it `'. ; ♦ / -_� � o ` • i t` I � `` , '1 �r \1/ ��,y I1= I LEGEND ': •"� �� e or Soil Log �� •� � � . � • ♦ �,'' •. \\,/4._ i V\• •.; or or Tree gib. \ •♦ v�y. ••� v I : . Wetland B \ °,/4,, E ; Wetland `•�' `, \ \\ i/ \ l G' ------ Existing H2O Line '-�A 'N4' \ \ --' 'W - - Proposed Easement �i \N. °'w•� CI} -P cJ� 0 Wood Stake •\ N \\« (.0 1. TRANSPORT LINE EASEMENT -ice---Transport Line Casing ••• \ ' 1 1' Runs up existing road to avoid• . \/// I disturbing wetland buffer. Transport Line `••• .' 4t 1 ' )' (3) 200 PSI POLY PIPE :s ' TRANSPORT LINES W 1 ' fir _ V; t It z't Nathan Cleaver Septic Design, Inc. '� b e • I �, i ` cU Phone: (360) 598-6546,Fax: 360-598-6548 , °;, (c ;, 262 NW Thompson Road, Poulsbo,WA 98370 S •• ., • •:,' ; - I '! oy E-mail:nathan @nathancleaver.com a \ 1 "�,, v ,, c CUSTOMER: Stephen Peterson ``°° 1 - ~ v HOME TAX ID#: 970-800-329,970-800-330 ; °� I '-.4t,,,,,, 1 ' 04)1 O/ , DF TAX ID#: 921-332-034 • �`'� • (0!� / ,:�? 1 TRANSPORT LINE CROSSES: 970-800-402 �° l. 970-800-315, 970-800-324, • -- ii . , , 970-800-316, 970-800-326, ��.� I : 4.970-800-327, 970-800-328 • �� ` ° c LOCATION: 271 Bayview Drive, Port Ludlow � �,� �- f � `ti I r` DRAIN FIELD: 361 Mats Mats Beach Road You �``. � �, a• • `. DRAWN BY: DLR,JW, ICS, NNC f,-.oF;s"°'4 4 • ,, `:� /% ` ,, ..1,, DESIGN BY: NATHAN N. CLEAVER Q ^2‘�� t '% 1.; c'j �� `~�;„ N DATE: 20 AUG 2010, 7 SEP 2010, `S� g r, �', N+ A t .- TRANSPORT LIP �`' s,wzs, �� . ��' t,, S° �-' ! 2"200 PSI POL 14 DEC 2010, REV: 28 FEB 2011, i O? NATHAN N.CLEAVER ?' \ `� ° 40 PVC FOR 20 ,• LICENSED I •E• •• , `I\v. 7, x °, 13 JUNE 201 1, 11 JULY 2011, .,A�'■ or,• S J w ° EXPIRES C V ♦ — 21-7, s_ • \ \� ° I 25 APR 2012, preRD: 3 APR 2013 �� ` ,� r *.--N °° cPA RD: 20 NOV 2014 : .•w Ail \ % a °° ..,, ` % ; 1 Asa •6' • S...; , I N c.,. 0 to - Vi ; 3 w PAGE 5 OF 14� /\ .� .' o '4. 21 . / d W `''' I ua 1th l A � CONTINUED ON MAP 2 [A] ` ` ' ,i co ,`f -per: : : I�,1 A M RECORD DRAWING \ t\+ ;1 �N t+:. L S3f ' l b \ '+ . 5 MIN 1000 GALLON PUMP TANK SCALE: 1".----30' ---1-"-\.,- ...:; ; THIS IS NOT A SRVEY .. �' ?` ' 2" NS PSI POLY PIPE SUE 7000 GALLON .,>,../ TRANSPORT LINE '��(( SEPTIC TANK z , iL, 27 ►. ,,:,:,:,:::U1• A ;t f. , , WATER/TRANSPORT ) -----[ _ �:.i _e___ NE ' s ,J LINE CROSSING ( �.a .* `.' `2 BEDROON; ., , ,' (SEE DETAIL} I i , ttr p SFR '' i 03 EDGE OF RIGHT OF WAY/ '/ .I . \ PROPERTY LINE t ` `r 1 s EXISTING TRANSPORT \ , i ; ' EASEMENTLINE. 4 t f -- s 2"200 PSI POLY PIPE I I' � """- TRANSPORT LINE I 1 :�;� II r`XI ;,.1 WELL I � Ni. '. ..:88'1y22"8�E1�7.39` f I .. J I - 0-1.20' 15'MIN.SETBACK- 7 O ;"` 1:, vI t / — 7 , ii I �+�• I , ` 1 ,..,: i 1 1000 GALLON 1 , I I PUMP TANK ix I 1 ,� =I , * +.n,` I ! i SEPTIC TANK I +, \ I Lam, ' ' 29 ' '...w 9, .I t W ' + WATER/TRANSPORT „`, ` .:.. ; I I - '4 ' / i` LINE/ DRIVEWAY , o I I CROSSING \ \ 'r ; f' 1 s ''' 4 if ■ (SEE DETAIL) __ ��_ =1 j , ! `s NEW ` ° �� \\� 4 " s ,I , 1 0°.I; ', ,. 2BDRM 0 t I - a SFR F/ \\ ... I I 1 .PROPOSED ,I �, z \ : i �/E Approx. Existing Sheds f '. j t z p , c ? Approx. Hose Bib \ ! LEGEND I 1 I - 88 "4'222'r.'13-1.09' ; I i ■ I" —}!' ' 2"200 PSI POLY PIPE 1�; 0 , I I�-`—_-- I ' — +W U�. ,.? 5'MIN.SETBACK O �', ' . TRANSPORT UNE - - ',-9,0' + or Log i 1 - I iQ �— 1000GALLON - Soil Lo _jj — PUMP TANK '�� ? _�i. )� 1000 GALLON / ,,,`+ +.' > .' s'sET ACK SEPTIC TANK /' Approx. Existing Shed j '‘ / 4 1 ao .. 1 r 1,C I E , i TrATBV• /� o Be Removed For f f mm or�or Tree )I L1 . 1 'y/,iI/ .�� , CASP Requirements) I:„,„. w 9 4••• Wetland Buffer -- ' NEW 3 1 �- Wetland Boundry t �, mil) RM SFR ------ Existing H2O Line � + �� ;j•°1-�� _'c-, _ f— — Proposed Easement a® / �� ; 0„ Wood Stake I��t 1/111 -�rnt-Transport Line Casing J' I „_ , _._ 32 Transport Line Y' i / ' ' i N 2'4( '3, E 1 z 02 t 5,, _ / I k 1 / 33 LI ,> l L:_ ,, i Nathan Cleaver Septic Design, Inc. Phone: (360) 598-6546, Fax: 360-598-6548 .` `f '__ 262 NW Thompson Road, Poulsbo,WA 98370 c E SC!')Ili)1144:11‘ -mail:nathan@nathancleavercom r /' _ CUSTOMER: Stephen Peterson /' 5 HOME TAX ID#: 970-800-329, 970-800-330 ' '� I DF TAX ID#: 921-332-034 TRANSPORT LINE CROSSES: 970-800-402 I '` i � 970-800-315, 970-800-324, I i i` ,, 9 41°c5 70-800-316, 970-800-326, ----r t � 970-800-327, 970-800-328 . LOCATION: 271 Bayview Drive, Port Ludlow 1` , 3 r DRAIN FIELD: 361 Mats Mats Beach Road i `P' DRAWN BY: DLR,JW, ICS, NNC �� " �•4 DESIGN BY: NATHAN N. CLEAVER -- ' ± 4s' t k' _ ,, DATE: 20 AUG 2010, 7 SEP 2010, S�a� ,, ; ��; tr TNAtd N.CLEAVER 14 DEC 2010, REV: 28 FEB 2011, � Ns�o si N 13 JUNE 2011, 11 JULY 2011, cxPiRLs` 25 APR 2012, preRD:3 APR 2013 q �" g RD: 20 NOV 2014 iJl" L, p 1 PAGE 6OF14 �a , ' i I yr w- CONTiNUED ON MAP 3 [B] I Nathan Cleaver Septic Design, Inc. cr, Phone: (360) 598-6546, Fax: 360-598-6548 I I - R . 262 NW Thompson Road, Poulsbo,WA 98370 I ---- �' „ Email:nathan @nathancleaver.com { ' --- -- I i CUSTOMER: Stephen Peterson I- ' HOME TAX ID#: 970-800-329, 970-800-330 I Ell -...,„ DF TAX ID#: 921-332-034 TEST PT TRANSPORT LINE CROSSES: 970-800-402 L SCALE: 1"=30' \�` �: 1 ' 970-800-315, 970-800-324, I 1; 4 SPK ` THIS IS NOT A SURVEY 9.72 . 970-800-316, 970-800-326, 1 is , ..I \ i; 970-800-327, 970-800-328 �,.'�� \ II. i 383 CALL WOW W \ `,``h " ,, s i A�83 FRC 383 .<� \ ,T LOCATION: 271 Bayview Drive, Port Ludlow I (3)2"200 PSI POLY PIPE�""",,, r " _ -----_, TRANSPORT LINES v�" �� j t DRAIN FIELD: 361 Mats Mats Beach Road j S3 `� - i , ,"` DRAWN BY: DLR, JW, ICS, NNC ``\ I DESIGN BY: NATHAN N. CLEAVER // `v # _ DATE: 20 AUG 2010, 7 SEP 2010, I v` I 14 DEC 2010, REV: 28 FEB 2011 ■ ' i / E 13 JUNE 2011, 11 JULY 2011, ,' I 25 APR 2012s, preRD: 3 APR 9210 1 ..2.8_ -- 1 RD: 20 NOV 2014 v(.cij;Jf�IrLtLz 1 I i j- - 'j !: ? = LEGEND jl I " h or Soil Log J / I, i „3- I ' ,1 ; i f, -r �I• ,I a, ? €i i ? - E. or- °„,/ or'} Tree it `v / / , 1 ” Lu V I / I / : 11 , , � ill / - —•••••••-•• Wetland Buffer I: h I _ -----— / 9 `. i 0 Wetland Bound 2 I ,II * - " r I ------ Existing H2O Line it I ,? : x ii ; I, 1 — — Proposed Easement 1I / t. / m \ I P :� r� 0 Wood Stake 1 // \p.. v- y, aA ,' . 1 ,, _ _ - "--Transport Line Casing . '.�� 1' f -'a_;'_"' �}I "DRIVE . 4- , , s-- • Transport Line I� %' " 318 f 1 `"` r14'22"r_249.98' 336 �♦ cBArview;wcHAROS U. '._ tic FRC366 7¢6 .h I 2-28.4$ i \ t N ` ; ' ROAD/WATER/ \ , / TRANSPORT lRECORD DRAWING s �# (SEE DETAIL) � . 356 045�5PM'` \ 756 FRC 316 1,n 6 . '215.3,44 11, \\\2=22.91 1't C7,� ' 1 r,, i ,I: 1 I z �'t. � I ,, 1 ,1 ' ..— w 88`"14'22"r•` 1'21,38' E 3 '11..!!..i. .rJ J531 3 --- __a...7z_. _ • _ ` f z-1..1:2"` j - I 24 r . Q I : p C I t r_ a k u I a c 1 ' . .v) t1 I E I WATER/TRANSPORT ,' :-1- 1 4 .2C ' H118/NAIL JL 117 LINE CROSSING r'—-°y—— —fl =-14.72 z_ a a 1 W -88`7 4'22°' -1-8 1,38 (SEE DETAIL) , > I 3 0 i �� I 8 I 1 W L-IA T r , I rL , I i , I 1 if,w '.5,# 363 E I ., «✓FRCB IGi.',�.tr. , ■+�` r�362 } .1 ,� 9e I 34: 1 5 2 Sc 8�} 1 ii 22�y CC _^ 9r�9� °t �" r.e R 4�f 3a �. JCJ1 ftY2L"L 1f"F.7J' 1 . a �`� • } ``. Z-18.87 .. 118 6PK ;f t�; 748 1J ' ~ 88°14'22" �ry 9' ,,° v �+.� 2=16.44 f` ", f .�f' �4 N tA'l .1 5.00' L ■ .+,11 ' �(.r ,, :2-1, �OF W ?" �,i C- 1p U,7 f a� Sys l $ �� s,«zs, �` 1 �; ._ -V 4 . 1, or: NATHAN N.CLEAVER - 1, ,i ''r� N$ D SI E=R ,,,- " CXr'1RC /� rt H114 1. I c S 88-14'1'2"L 4 -2 1q. 349 I - S '� 344; i6 743 FR•; E i z aa.a MIN 1000 GALLON PUMP TANK MI6/NAIL 4 __. 'l t i 01 2,15 04 113 ifP.8 L I ,',P,:' f ' 2"200 PSI POLY PIPE i—1000 GALLON i i -IV' `` G,u I TRANSPORT LINE O 0 SEPTIC TANK CONTINUED ON MAP 'I [A] i'U��p �� ; 1 `A 1 'i, 2 7 - --- PAGE 7 OF 14 , siijj// # 1 CONTINUED ON MAP 4 [C] . Nathan Cleaver Septic Design, Inc. '14.;,011.1.AN Phone: (360) 598-6546, Fax: 360-598-6548 262 NW Thompson Road, Poulsbo,WA 98370 E-mail:nathan @nathancleaver.com CUSTOMER: Stephen Peterson " �, HOME TAX ID#: 970-800-329, 970-800-330 T., DF TAX ID#: 921-332-034 ` ' � TRANSPORT LINE CROSSES: 970-800-402 Flm ss 11739:z!:''' . >`17 970-800-315, 970-800-324, ' 1 970-800-316, 970-800-326, �- EXISTING WELL 970-800-327, 970-800-328 (ABANDONED) i ` ; i LOCATION: 271 Bayview Drive, Port Ludlow I > .. r .. --tea r„-. a ,,-` -f' w s.. DRAIN FIELD: 361 Mats Mats Beach Road " ': °f DRAWN BY: DLR,JW, ICS, NNC DESIGN BY: NATHAN N. CLEAVER DATE: 20 AUG 2010, 7 SEP 2010, I I a 14 DEC 2010, REV: 28 FEB 2011, / 13 JUNE 2011, 11 JULY 2011, 25 APR 2012, preRD: 3 APR 2013 j o / / 84 ca�oW�o RD: 20 NOV 2014 = :. , (3)2"200 PSI POLY PIPE ; z=33.79 TRANSPORT LINES 111E10 \ +, o- I I I q , I SCALE: q 1�J=Jd� 10-FT TRANSPORT EASEMENT —,;;�, ; ' ).THIS IS NOT A SURVEY 1 I ? I LEGEND RECORD DRAWING `1 f e or A, Soil Log or 3or Tree , LLi is- • or —•••— Wetland Buffer :• - - Wetland Boundry •----- Existing H2O Line m ? / I — — Proposed Easement 0 Wood Stake _______ -- °mgarna.-Transport Line Casing Transport Line SOIL TEST PIT 4, •? F0.72 t rd,+' 333 CA1O WOOD (3)2"200 PSI POLY PIPE \� 7i{ / —.——-._ TRANSPORT LINES .. 11 # •,._ SOIL TEST PIT yr / \ I { / I 28 11 1 I i � t { 11`181 t; rsq \ / I V / I I I g' j, ( 0.'m \\\` r I. \\V / // V / t' s L;5 \ / tea. ` \z: 1 .it.� 4'22" 340 I t aao. wiwr.Nneos FRC 32 2944 r; .� ROAD/WATER/ ��' Z f� ■ '• TRANSPORT •. , � LINE CROSSING y. I� 4s�:< „ r" (SEE DETAIL) f/. FY! 16'7 (. NATHAN N.CLEAVER .vr /r ,.... '4' LI NSEDD SIB ° �� ass /. I! I _ 04 svr I T56 FRC 3'0 EXPIRES 23 CONTINUED ON MAP 2 [B] L/ '/° �'°-� � . ; i ' 1 �� 1 . PAGE s OF 14 I,/ J i .1 I ` — Y1 ' I CONTINUED ON MAP 5 [D] ______ �` - 1,, ` . . !� 1� Il I LEGEND (I� f 1' or Soil Lag j> JjI .� ,i /, 399 CALL DIAACK IPMEST 799 PAC 399 --39¢CAE•P ' `• ar i or Tree SCALE: 1"=30' Z=39.37 .-:: }1 t I 394 CALL Dl6ACK THIS IS NOT A SURVEY �. i ,' - 793FRC 394 �Z`3808 I _- -_ i _. �+ I ^�;�` - Wetland Buffer �. `°` 1 `l''�\I ——__ ——— Wetland Boundry mom J il J�J 1� f\, ----- Existing H2O Line RECORD DRAAlI1'JG .. I �, _ _ Easement/ . \I s ( Proposed Easeme ii /J �. »ra_ :E' i\' ' I v I ` Wood Stake 11 / / r��sr9',. e , ms`s i : .%-�� -�-Transport Line Casing 1� , . I 1 _ - Transport Line 11 ROUTED THE TRANSPORT LINES AROUND THE ,� MI �1 1 1, 1 —, EXISTING WELL AT THE 50'RADIUS WHILE ,' �, "° 1 Ii4` „ ' ., MAINTAINING MAXIMUM POSSIBLE SETBACK -' •50 Setback FROM THE EDGE OF THE PAVEMENT AND /` � I °; �r ��, SLEEVED AT DRIVEWAY CROSSING. / 1 1 i-� ' \ �' SEE SLEEVING SPECIFICATION t W-° 1 I i ' 1 t t y ..` ' 1393 CALGgU9ACK I �' ■ ` I /79i FRC 395 y J /gym � ., z-386s (,z -.. 1 I ! , 1 / r "� . ,.��. ' t 1 LT— -__ I 1 ‘� I ' ,> I s I Ji 3r m 1. .�.i I ` YT- t tf .1 11 F . Lt 1 �h / 11 : �',,, V J / / � I _` .lei , 1 �/ t 4`— ' t 1 ----0 , s LAJ -:::-i ‘ ,,/ r , „ , , ,/ ...,,,„ :. , i _T t'. I CALL WOOD POST I Iy 06 '. 1. ....,! t 1 v y } 7 t, " ; Y� i m I G ROAD/TRANSPORT ,� ,. 1 1 j tµ ! t c, LINE CROSSING .,-,-T,-: 377 EK , 1 1 1 (SEE DETAIL) / t ,ii 1 .. ,_ . _ i i- '; � t 5 ewZiaL; .e. i 1 it 1 � vd '4 I 11395 ' ''j '''O'' _ j 7 _,„ Nathan Cleaver Septic Design, Inc. T. F'� =5 1•9r ` s r, ` '1 Phone: (360) 598-6546, Fax: 360-598-6548 1 �� 262 NW Thompson Road, Poulsbo,WA 98370 , €.FT,;-.. .-.. - s ' I "° �`, _..,�;V I"r f E-mail:nathan @nathancleaver.com EXISTING WELL J 1�', % 1 I � ,( F 1, , CUSTOMER: Stephen Peterson (ABANDONED) 1 +>i-,•L , . .. . ..`,-- _�y - ' 1 , r _ .; ,ff. n. /HOME TAX ID#: 970-800-329, 970-800-330 s� `" 1 �' �`s '' DF TAX ID#: 921-332-034 .' ;i ' -�,_ �v TRANSPORT LINE CROSSES: 970-800-402 ( -' :F, ' 1 970-800-315, 970-800-324, WAS,`. '. � � 970-800-316, 970-800-326, ��_a? 7°"�' / 970-800-327, 970-800-328 (}�� s,.nzs, �� I LOCATION: 271 Bayview Drive, Port Ludlow I)p'z t ATHAN N CLEAVER a Mats Beach Road )J -z NS 4r Si" ►� _' 1 J DRAWN BY: DLR,DRAIN FIELD: 361 Mats M is B ()(AIRES '_ ill,94 CALC W000 LR, JW, ICS, NNC 4. (3)2"200 PSI POLY PIPE 4c,„,,,,, r a w se d p ■ A, ` =33.79 DESIGN BY: NATHAN N.CLEAVER TRANSPORT LINES � \ ." � N ! i .I I DATE: 20 AUG 2010, 7 SEP 2010, 4 14 DEC 2010,REV: 28 FEB 2011, I � 13 JUNE 2011, 11 JULY 2011, 10-FT TRANSPORT EASEMENT - 7 25 APR 2012, preRD: 3 APR 2013 1 RD: 20 NOV 2014 CONTINUED ON MAP 3 [C] � p) o PAGE 9OF14 1` , • . , I 1 11 r . 1 7.41116. LEGEND 11 - 11 C.0 , RECORD 11 0_ RD DRAWING . or A Soil Log 1: a N 2 Z SCALE: 1"=30' '1 +.3.',,'!".'':.'"_-,k, _,V ('-f-'-'• 11 II 0 THIS IS NOT A SURVEY I -... or---/,'„ or c )Tree 11 '....‘ ' 0 1 i ,.. 1 LL1 ,e. .-i —•-• Wetland Buffer li M ''-,`:' ■ ''-" ;',.. ' ", Z fie !tar wc ) ,,- it, ..... ....... Wetland Boundry II 1= i r ... , .. , .,- i OA' 17 1 1 ."''''''''''. Existing H2O Line I Z 0 -'l-i 1 51 j 1 C.) . - I ; I I — — Proposed Easement '11 Q..t: .• le. ' -)1 -, t - ,"7-: 5' L '°- „., : 1 ,,,,-, , / ' 41 Wood Stake \ ttle , ,...... v ; ;-:;;;, i I c'", 1 --; -isionos--Transport Line Casing I I'T' I --: LO a.: s''''',.,..,,;, lit 1 t.'„): I ,. -,,,,. Transport Line D P,T)'' .-:;',Li',F.,. N.„4_ i I-,,,, i , ',-., , ,,, 1 i '' 1 / ' ,,::,,,;,P,'A .'-..''' ( '):'''.. '1' ''' i, 1 ' I i' i , ' i ..,. ._..,,,,,,_....., _ ..._..._........ _________ _ _/___.,........_.__.___... ..,. , , . ...., ,,„ ____.....__.__. _.......---- - ' ' ''' - I —N, -\ v L ,i i N --.d._ *4.--- .- ....._ .., .0.1.-110, I ; .. 317 C NW LT 1 MMB BLK 3 .. . .. . -„..., 1. +.14:1E}AEH___ , ■ e.9,,ek NW LT 1 BLK 3 A _ ....._ ...................,____ _....... ....._ _ , -------- i .,. ..,1._. -:, , 3,66,66 F1/8 - gic ..31 ..... ____..... . - 1 : ,..........,____ # „--------,, „__......,..................,..................- ' :,....„4, 'a.:-. . . -.I-7> „,,,,,, ......-.....-- . . CI- t. 0..., .■,..”'7, ...;''''',''''' ' ' 1...1,7... ' i'''' ',.*4-. l'i • -19,--j--- ,41''' --' ,`" '''.-,----/-—------ ----a- '''''''C'l'iC; - I a' ‘ K 1 // aos ,,,' \ , , 1 405„, / i 1 ---- - 1 , i I / i i ; I I \‘' / ,' , ''' I ' 'i I r \ , I THE TRANSPORT LINES ARE 25'FROM I ", t t i . i i e ' t : . . i : 1 : \ II THE EXISTING WELL WHILE MAXIMIZING -,, \ ,,. t . , 1 ...._\ I SEPARATION FROM THE EDGE OF THE r I PAVEMENT&SLEEVED WHERE LESS ,.- ---.--.4'" ' ■ i', '‘'''' --- 'i.71''!'.13.°2 Ilr'it ..i '•, : .... I : I - 1 I I THAN 50' FROM THE WELL. ,' • 3 N i " I . , I SEE SLEEVING SPECIFICATION , N ,j I I / 't I 1 : I' i 1 r '.:s I. ; I I i,;-, ;-,;,,,.' „-,-.. _'.,. ,,,. I i I I 50' SETBACK " ' 25 ,. 1 i i I It•ol 1 .1.• J I ' t, Nathan Cleaver Septic Design, Inc. t; Phone: (360) 598-6546, Fax: 360-598-6548 I x : , SEE ATTACHED WAIVER ,r 1 .. ., t„ , ,,, , 262 NW Thompson Road, Poulsbo,WA 98370 : t 1 . A.:1 1: : -,' ‘ r E-mail:nathan@nathancleaver.com , e •, - i..-.,, i. .1‘.. \ I ‘ s. ,..r I, , I,. 1. I CUSTOMER: Stephen Peterson ‘ ,.., -- 39K 1 ia-,,,,,,.. 1.., ‘ —.,..--- 2.,45.'" 1 1 . I HOME TAX ID#: 970-800-329, 970-800-330 ■ . ..., , . j ; 4 i ', j i ' DF TAX ID#: 921-332-034 1 ., . , ,. i1 t : , `.,, : , 1 1 . ,I. r TRANSPORT LINE CROSSES: 970-800-402 1 . I - ' , it. , '.... ... ,..,,.. , l 1 11. .1 : .v- t i 970-800-315, 970-800-324, : . tre...-1 t - ' : I - i i I ; ,,,,,, 970-800-316, 970-800-326, .5. . i : II ! 970-800-327, 970-800-328 : I 1 I ----....,,,celt t 1 i : , LOCATION: 271 Bayview Drive, Port Ludlow :''-:- . l' i- , . , i kr, / DRAIN FIELD: 361 Mats Mats Beach Road ,gaor::-4g-t ' ---'' I'wt ii•I‘.1' 1, , if /, . ' ; , .')... - --------" ,I ,- I '-it DRAWN BY: DLR,JW, ICS, NNC . ,,ef r , - II ,' ___ DESIGN BY: NATHAN N.CLEAVER , .. 46 i ;1 '' ' li,' --;-----__ _-----, i .i.,* I ' ; ',„,41 (3)2'200 PSI POLY PIPE ' 1.4 DATE: 20 AUG 2010, 7 SEP 2010, : 1 `, '-... n, I , , . f if ,■,., 1 14 DEC 2010,REV: 28 FEB 2011, , mi r‘ I 13 JUNE 2011, 11 JULY 2011, ----__ .. 1;_ 25 APR 2012, preRD: 3 APR 2013 I .eil . I .,A -,., ..',., RD: 20 NOV 2014 : i !, '‘,,, 392 CALC CUSACK 2 ,.\;p .„„, ' 1 t t ,,,,,-I „ ;f:134,39z / I -`.'# -4kri. '''' ' D. '',,,,,..4.. -'1, ,,,t ':.-! ',, ,,, ,-,, ,..), ,„ ,,.,,, • ‘,. II 1 - 1% I ''''',, , ' I 2 __ _.---, S'; 1' ' - --'.,-- --_ ,6";';`, i '1 -- ;\_, -.,-.7--- -----, -..._._ / ; iq , I ....r Nk i.. . .,, ,. ,'' w. 1 ''' ' 1.1 ', ,,, • ' ' ' II / ' 55 1, i:• k..'''' -! t'tt'-''''' i/ 1 /:rit / 1 ___,,,, r - t,„,,-.- .......—.,...irw,, , , ' "'",,,ip , I 1 I 'T-•-- ''j.'t‘-- e:: ,:: 1 ' t ,... ‘;', t 1 '".,,.... ,17 , 1, .,r , immil :imes i - . \ ...----- ::1 .; 1 .11.1 : 1 ' I ,.---'c',-. ,i,,,,,--/,..,,,,,,, JE: , / ke ,1 /1-i-:-:,';', i za-mgtm..i i 1 . , 1• „_____,,,.....,,, 1 mitionNEE.I. I . 1 . , —_7,1.,---- .4 - 57:-- _.,_.... I miff NIIIMISIMMII/ , t I , ._.7. ,, •No I ,....''' ,i.,.,!,,:ir- ;'7'e < I ..ig- - 1 -„ -. 1 Z2A!c.,,,,,,,. I ant IWIti= i i att- / s,. ' II I f Nor ___t___ ,, : ^ r•"' ■ ass CALC COIACK \ ‘ . CALC pUBA013.6._ 111FII:t : t ', 't tt / 79$FRC 393 N i ,\ (eY ‘ cz-... ID, T1-XAINIII il, . ', I % ,I/.,,,, .----- L.• ;T \/.1-t‘'..j ; ,s I 't, s, I MIA ' I ' I s I "-t, t's/Itt ‘x t 37 vii, 1 ., II - 1 '\//I '''",tt tr.,'I: trt' .,,rt: itItti,,,, I g,,, ,, ,,..,....,„ ,,..„ limial.milmo. ,,.; , , • . ‘ ..,..., ,,, .,:„,,,....: e Possible Wetland 1".,.-1.11.1 1, I \,!, :,.7-"---- , \ .-.,p,;421.., Per Donna Frostholm .-..Ipw--will. e: . . i ,s()..),c,‘,,...•' -.ise4 ".....,%,4, 4 wis` / :„,,........m....., i , I , ,'" . .. . -' I • 1 ' 1 I k„,._ .1..124,E7NSEDygS1 ,_,F,R l'il. II-min ; , 1 ''',,,:F ••,,,,, .> --(..(-) - ,. I .4 mitte i ,. I f i ,..,,, -.:?..„____-- ','"E...I -"'.s. ,'• EXPIRES(e., ^ ...„„-....„.., I 'IM r,...,.__"....,,„,...1' ,1 , ti I ,j •......„,),,, -•-.. 7 , 5-S.... 1 ,, ti ..)....• ...:,,,, ,, _ I \ 1,,,,,,,,, ,„. .,..,:.:-... ,,..„-,::,..: , ___— __.7_.... INNIS 7 ' il 1 I \ t ,...-rr'"--- --- \ , \ i / ANS : ' \ I ,t \ / ---'...-- III '''--..‘," •I r,'t's 1 t \ I j \ I ,. 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K � ' � v v : . & " ' 1 - - — V ln� •^ k V*----------------- K� �� • \ t ,.,,,, .• . \ i THIS IS NOT A SURVEY MOM, A Soil Log '''''---------- '' l' ""-------1 • ** '' /1)4 ---- I / / -;--;-----• ],''''''''''''''''''' or . or Tree 4') /\ \ ul ..6- : \ / 1 / '°-v'' \ N.1 \'id Z I ...-.'21 / ik : 16,...,g, _ _ Proposed Easement 4 ‘ fi ‘ 30 Downslope i i,..,,,N '111 CI 15'x 20 33' 0 Wood Stake It 415,5' 3irim LOTS 27-28 -langs."-Transport Line Casing I ', Dr.',,,,),D,,i ,..., --1---#....„.„4, V owl b 4/:,.,, ill c .,..,, i 1 Z D k, , 441—Pro ctIon Zone • ac _ L.) , It 4. in.f 1 \ 2- ig , ,. ,,,, , . u,101,\ rn100%Primary(2)Glendon Stalker M-31 <:\p *N. • \ ‘‘ I i \ 1 I., -1,), 06 -The berm of soil running East/West through . 4, „.. the Southern Glendon was removed.The soil nkt:It,„, vs, . -4 L",, TRANSPORT LINE EASEMENT (5, .9:P)._ was hauled to an offsite location. ‘ . ; ---...= Runs up existing road to avoid <i%,,k 4\1\ .., .. I ; • • I \ 1 disturbing wetland buffer. ON .1 ‘i . w I Kra.:\'''''': .'/‘':',:::),);s::,-:,\\,,....\ \s\TE,-rsIR UN IsNcGli RECORD DRAWING ,, ,. ,,., , . ,......, c., ,,:c „, ,,,.. , ,„ " , .... 0) 0 1 * = AS MEASURED POST INSTALLATION. -3. '''; \\,...rx;?..„;:t.,it 40 PVC FOR 20-FT ','*,,,T -Ikt, tP. \l'i, ,'-',,,,,,,' 'd' ,-,,.'d ' ,,, ,- ' , ' -- 4i 4t. '- \ '4,,,,'''' ,40',", 1 ' a \ 37: \'`,-1, .(•? ‘‘ /f.'"- 1 ''__,,_ ,. ,.._------ .--- -- Nathan Cleaver Septic Design, Inc. ‘ I. ' 1 LU 1 =\,. \,„4„.--1=eUMP HOUSE Phone: (360) 598-6546, Fax:360-598-6548 '':'12' —,`,40,t''.=,-'t,'"OIR ' t tt,..,„, \ : 'T''' 1 ". 'Cr?" In ll..4c(?)i ,Cit-'16 ," %t- ........ • CUSTOMER: Stephen Peterson . _ v) , i •=„0. DF TAX ID#: 921-332-034 TRANSPORT LINE CROSSES: 970-800-402 RV . , : ': z: :: . ~.. ~- .'870-8OU-326, 9 OA 70-800-327, 970-800-328 LOCATION: 271 Bayview Drive, Port Ludlow DRAIN FIELD 361 Mat Mats Beach Road -��-� DRAWN BY: DU� JN. �S. mNC ,\/ ' �� -. — 41 -- 47 DESIGN BY: NAJHANN�CLEAVER -4,'�"-- y8r~s1�O~sn)1/.r4' | DA[[ 20 AUG 2Ol8. 7DEp20l0. no'op�em�' r'oFw�Yr�=wscmTeo ' za'/g47 14 DEC 2010, REV: 28 FEB 2011, IN RIGHT OF WAY ---�� ~~~/ (SEE 13 JUNE 2011 11 � / ' DETAIL) ' 2011, ROAD/TRANSPORT 25 APR 2012 preRD:' ' �| wN �� N� wN�� LINE CROSSING RD: 20 NOV 2O1v ^-~� �� x� 0��N�0� mw� ��m- m�m (SEE DETAIL) ' • I I I Nathan Cleaver Septic Design, Inc. 11 LEGEND ! Phone: (360) 598-6546, Fax: 360-598-6548 262 NW Thompson Road, Poulsbo, WA 98370 or Soil Log E-mail:nathan @nathancleavercom ( II , CUSTOMER: Stephen Peterson �/ ,, �f • HOME TAX ID#: 970-800-329, 970-800-330 SCALE: 1"= 60' I� or �� or Tree DF TAX ID#: 921-332-034 THIS IS NOT A SURVEY j TRANSPORT LINE CROSSES: 970-800-402 I —•••— Wetland Buffer 970-800-315, 970-800-324, Wetland Boundry 970-800-316, 970-800-326, 1 ------ Existing H2O Line 970-800-327, 970-800-328 LOCATION: 271 Bayview Drive, Port Ludlow I ----- .--_ .__ _. __ ______ _-_ I-_._ — — Proposed Easement j DRAIN FIELD: 361 Mats Mats Beach Road Wood Stake -�-Transport Line Casing DRAWN BY: DLR,JW, ICS, NNC DESIGN BY: NATHAN N. CLEAVER . I DATE: 20 AUG 2010, 7 SEP 2010, t ' Transport Line jl 14 DEC 2010, REV: 28 FEB 2011, •• , I ' 13 JUNE 2011, 11 JULY 2011, I .`, 25 APR 2012, preRD: 3 APR 2013 •• .' \ it I RD: 20 NOV 2014 t I .\ .\ ` • I ,• 1 RECORD DRAWING / ` 1 1 , ( / I i 100' s 1 . . _- - , • t ,. 1 •• ii, 1 , 1 i�- ----- „.___-..i. .. , 100 % A ! y I 1 x , , it ,-„,,,-. ri / r ,i,-,,..4„...„ , -...7,,,,k., , .. 1 ,Q loo 578 8 S•,, pa ,e F I , ^ �*:; E ::'\.t kr b /L _ A ' '.o , j :a I �� ) — 79:2 ,.N 90°0'0 W m. — 9s.aas'- ae:, b ., I• 1 . ..,-le i 0.092 ace w q 3 (., /*, b 3 --- b 1 w 2� iOr 7 02 242 4 I 1 NNN 9 N9000 W 111.482 I p � Z� •jr ��(xi crmam eivn mfxa� i oxen ten` � , $ \ ,w,�m l 02' • Rat �msa,-aa t} l r 1: 6 04# & .^N90.041- 11;'Wa .23� f a� -TDe DeET Of soil Mning Eclat/Weer tlsWgh *� `4y'�wc., >Z • �„xW,,,,,.:\ \ t !t.\ _ '•A,"y aarq m.a rv,+eu . ' �dUFFER BOUNDARY AREA RESERVES--- °1 i � y .xexaoxr�.rs I \\,,,:- v I WETLAND BOUNDARY 100-FT SETBACK\ e _ ° ;•-.1 n •`t1 . N i ` ` ill** s _ "1 ', ..., t\ s.. \ ie-:___---------\a • w S , Aeel UMP HOUSE I , -------1-----------------------------, `. -1.""'' N ru L....��\__,/ _'� y j 'd'.-n`_"r "�`.'f""'`ti-"/> 4 f"_ _.,+.--�"._.../w,� .._s A......,.w...f'�.._.a.,—^_ 20 iv' . - � -:■ .w.a` -...r" :_.-'. ' ,., ,,.«.w.°IN RIGHT OF WAY (SEE DETAIL) i ' ROAD/TRANSPORT : • -. � ��• j- - �\ LINE CROSSING '. \\ (SEE DETAIL)"'""^• • ' rxnwsemuars - 1 `Y 510225a $(/\ ! • NA HAN N CLEAVER '/7 j c,:-f 6. EXPIRES` PAGE 14 OF 14 Check one. I I INSTALLATION START.NOTIFICATION DATE SENT. I I PRESSURE/PUMP TEST`INSPECTION REQUEST DATE NT .0 C ' 3 This form shall be"faxed,or emailed ONE wor ing day prior to sta ng . •nstruction coR.:a minimum.of 48 hours prior to pressure/pump test Jefferson County Public Health-Environmental.,Health Dept. Phone: 360-385-9444 ', FAX: 360-379-4487 EMAILII, septic@co.jefferson.vva.us PERMIT OWNER v't S!i*E4 SITE LOCATION _- ix. :. s ° -4* PARCEL NUMBER CiZ..I 32-c -J SEP NUMBER. e-t INSTALLER t\bl4v 1-1Z- CONTACT.PHONE -$I DATE FOR INSPECTION .'watt. eikl.T1 kCt a ,,,, SYSTEM WILL REQUIRE PRESSURE TEST - YES X NO . The designer is required to complete a pm-cover inspection of all'systems. Please contact the designer prior to beginning construction to schedule Installation Inspections and pre-construction meeting if required per the pennit or deigns.specifications. Jefferson County Stuff Orly;., MONITORING AGREEMENT MAILED DATE/INITIAC PRESSURE TEST SCHEDULED . 6/013 AO( e., 0 .30 --g/0/0 • ' ',J.L.;),t te,t,.....„_\ % „,. tt N\ ._,Lit, A ' . 01//k S, tc LL' , � . t\VZLIAaA/N 9)Lt "3 ' ev„ K20 --. -' ,,,vkoltt1-6e/ c'6c\)43j/).'v4 . -- e:AA444)6N)f 14,tdv\il,,,,,y ,,,Tio-A4). tit,,cm,,) , 1\1. pi jil tCiit,v)of 4/.vvii PA.i. J. Li- - oLux,r,A,Ai i At 3 tv ' . in , . , , wvv,,, , A-- .,. .4_.: p aet, tleu-w--/ 1 � . if /) ak,„ , ti tt(e,t, '-(P ,...„-, ... u \ '----- . 1,q1, 1,3 Aug 06 2012 8: 49PM SHOLD EXC 3603796892 p• 3 Check one: S-F Ade 8- d-- Zo/2 INSTALLATION START NOTIFICATION DATE SENT — 20I Z PRESSURE/PUMP TEST INSPECTION REQUEST DATE SENT This form shall be faxed or emailed ONE working day prior to starting construction OR a minimum of 48 hours prior to pressure/pump test Jefferson County Public Health-Environmental Health Dept. Phone: 360-385-9444 FAX: 360-379-4487 EMAIL: septic @co.jefferson.wa.us PERMIT OWNER -/ � t �°T �� sc SITE LOCATION 2 /I S r2- QJ PARCEL NUMBER 9 Z l 33 2 O3`t SEP NUMBER Sop 04 - ©02 t 7 INSTALLER s12z. 4::;:///1-1 .- t / CONTACT PHONE_ 325'- DATE FOR INSPECTION A-1; / ��-1/ SYSTEM WILL REQUIRE PRESSURE TEST - YES L! NO *The designer is required to complete a pre-cover inspection of all systems. Please contact the designer priorto beginning construction to schedule installation inspections and pre-construction meeting if required per the permit or designs specifications. Jefferson County Staff Only:: MONITORING AGREEMENT MAILED DATE/INITIAL (PRESSURE TEST SCHEDULED 5/‘7/1 \ I 1 • • • • 100t " • iirill0 , � � +` \ t -,arm sl__< G7 _, ' I • SCALE: 1"=30' rn '� THIS IS NOT A SURVEY t7 + to (� � • ,�. � � '' ' 4t ve)INKLD EASEMENT • Z $27-2B I w q r' 1, . , _,,,, -, A.c LEGEND. S ..t4 or Soil Log - - • • • 100378' '_ ynK. 7_, 19°F 0 0 w � 0" E TO A °... °® �. _.. :. "` Z 48.61. «s / fh.. N 90°0' � r WELL;; / c�,�'in ® ° °<__° — -, p' fr� r o ,,� / I r 0.148 acres. �'' ; �...• Wetland Buffer ' • ;.� -' ho 100%Reserve Area •/ -` r — 1 LOTS 27-28 • Iw � � c,, Wetland Boundry ttt i, ° �� t/ p^ ------ Existing H2O Line ti, ` jE coo ° . +i , f �`b�`' — — Proposed Easement p,., Iz vy,-_ - --:Mgli tt �` ', 30'Downslope ® 100%Primary(2)Glendon M-31 / Protection Zone ��:v/, 15'x 20.33' �` ■ `' Wood Stake LOTS 27-28 f -�- Transport Line Casing t I'%J - , .,.._ w. I Transport Line (79.782 N 90 • W m l"?I(. ♦t �\ i`'/ 98.488' a 100%Primary(2)Glendon M-31 DLR R( DND -`GAZA- -fl®- f° 15'x 20.33 �a a:T L Lt !L 1 1- LOTS 29-30 • — t O. acre- 1►�' 7 / DRAINFIELD EASEMENT : ,IF a • S; B $' - , 100%Reserve Area «•' ° mn=°�s�.rar=:::,ter ■ '. LOTS 29-30 LOTS 29-30 ••� !+I 30'Downslope N «•,. • fi O Protection Zone '•�',-- ,oI �" i • Z cr /~* y 102.242' ' w o 111 L1.1 ' ` .t.--D %. , \1 % II 100%Primary(2)Glendon BioFilter M-31 m .i > / 15'x 2073;7' 0.33' O o t \` l `l 1111 (n '. LOTS 31-33 J '•\�, - ° \r, ' 0.104 acres , • N ,L •• Z—.30'Downslope ''I —• 1 I - Protection Zone+ / �� 100%Reserve Area W W DRAINFIELD EASEMENT I R w 4 `W L0TS 31-33 )11 LOTS 31-33 tfr • ! ° 1 j: .17,' q(S\:P *N t�`, N 90°0'0" W\115.`6'��L-.3.11 .�, IT' J /y F?, •\ t •F�P �0G NOTES: •�' U 8 ��p There is a berm of soil running East/West through ,, • I TRANSPORT LINE EASEMENT ��C 99- the Southern Glendon.Test holes on either sire of Runs up existing road to avoid "9 disturbing wetland buffer. 2` the berm show that there is adequate vertical separation I . •z , I allowing the berm to be removed.This berm should be `,. t'o a removed carefully to avoid disturbing surrounding& I 'N--(3)200 PSI POLY PIPE .A !I TRANSPORT LINES underlying soils.The soil removed must be hauled to a ,... z' , t� w j I I suitable offsite location& may not be placed in the ~ «'' 3 wetland buffer- t \%%:. %• • I O Lo• , ks . ® � `♦ '; .! ��Er'tl� � \ �.''�TRANSPORT LINE/WATER LINE CROSSING \ /•• \` I \♦ TO BE SLEEVED MINIMUM 20-FT• IAA.. ;`�A -- 7d, <<‘,4,� flf.•*3k• ,,,,;,,,,,, le 'N., ",' / • _ \ ESE QUARTER CORNER I^ SI" TIor ` `J . k� ; NIONUVrNT v=TH A 2 BRASS GAP IN €H.SENT x'.'FL i_. = .. • : •�` u� �II PUMP HOUSE Nathan Cleaver Septic Design, Inc. _ , ,c\i�� • Phone: (360) 598-6546, Fax: 360-598-6548 UNDERGROUND OU jOWER LINE . °� II o 1990 Kimball St.NW, Poulsbo,WA 98370 w o d• ~"•`� S 87 51 2� C 1071.33` .. V 0O I`` � `' Email:nathan @nathancleaver.com \ . t IPA \ a w N LN N L° CUSTOMER: Stephen Peterson 10 ; HOME TAX ID#: 970-800-329, 970-800-330 •.__. .. '4' ._ sN 87°51'20" IN- `.5 4.-, DF TAX ID#: 921-332-034 --- I .7 (Eta I LINF I iTC'H „, TRANSPORT LINE CROSSES: 970-800-402 \ .: ,, \ \ � �\\_ , � \ c0. \ "� 970-800-315, 970-800-324, � \ �� • 970-800-316, 970-800-326, \ \ \�. \ :v a \ �.:. \ h \\2 a`�\\\\��, �\ coo\\�a\\ `' ....; '�\� mo ��\ \,,a °�� .,.` '�, .,... ° ,.,,- � 970-800-327, 970-800-328 , LOCATION: 271 Bayview Drive, Port Ludlow ' .. .�` .�^. _ SPx 125 DRAIN FIELD: 361 Mats Mats Beach Road .` _ Z 41.13 41• DRAWN BY: DLR,JW, ICS, NNC ��°4 . 4 41 _ ,.5; ,51 `*►E 1017 74 r DESIGN BY: NATHAN N.CLEAVER rn ilk ,,, ��.,.. �. •!• �,. .I N E DATE: 20 AUG 2010, 7 SEP 2010, ROAD PER Rif-)-)T-OL-WAY Pi..ANS DA-1 0- r q (� is , IN RIGHT OF WAY �A��HA�K�L6.AV� { t(C �kwt ... 14 DEC 2010, REV: 28 FEB 2011, �},z„ ,,,../..,_19 �, ,-r>:< (SEE DETAIL) 13 JUNE 2011, 11 JULY 2011, EXPIRES 1 ROAD/TRANSPORT 25 APR 2012 LINE CROSSING B & g Of 2,6 (SEE DETAIL) - r iv r 0 • , . ,...-..ro Z 0 ea 3 CD a) <"-' ' Pr' V, .. .. . . ._, —I el" y N N 0 0 - 273 n t . � . 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LEGEND Pho Nathane: (360)Clea 58-6546er Se , Fax: 360-598-6548 j Kimbal9l St.NW, Potic ulsbo,WA 98370 iiir) or Soil Log E-mail:nathan@nathancleaver.com CUSTOMER: Stephen Peterson or or Tree HOME TAX ID#: 970-800 329, 970-800-330 SCALE: I = 60 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, — • Wetland Boundry 970-800-316, 970-800-326, ----- Existing H2O Line 970-800-327, 970-800-328 • _ I _ — Proposed Easement LOCATION: 271 Bayview Drive, Port Ludlow ii I i DRAIN FIELD: 361 Mats Mats Beach Road I 0 Wood Stake DRAWN BY: DLR,JW, ICS,NNC --ine■-Transport Line Casing DESIGN BY: NATHAN N.CLEAVER • • DATE: 20 AUG 2010, 7 SEP 2010, Transport Line 14 DEC 2010, REV: 28 FEB 2011, I •rIl 1 3 JUNE 2011, 11 JULY 201 1 �., 1- r---,", ,,..:: ' .‘ .. ' ' \ 1 I \• •% I A. ••y • I I I• I: 1 • I ' , ( ; i 14 • I t ` I loo )\ 1 , '-'\ '''. .*, a rmaa. a�•m��,m. ®® 1 : \J h 4 WETLAND BOUNDARY AS SURVEYED Qqy � , \ alt • ,•' 3s I A z BUFFER BOUNDARY AREA AVERAGED s Za - ze a..ao.a rx z �• •z oaaa 1 °•I i !000.9tz oa ay: � V / \ ti fiS�tT S R ( D \/� .+' (— •mx1 QI t.0'i} N m :»a.aa ttia /27 •• zI =.....1 zmsv o . aai"U3 m ,o,A lV\ ito D 11 m j. „ i,c( 'd, -• ,N9000 W#115236 1 ' -'"`• COI l'-\'''',,, NOTES .\-,,,,,, , \ • /'i e.�.exe»v...n. I /� '` -There s a berm of soil mooing Easy Wesl through n muswsr ura easa.�r ti the Southern Glendon Test holes on either sde f Y a...w.e..e.e•a...-a ct [hebermshowthatthere satlen, ve t i 3 Z pp allowing Me berm to be removed Thrs berm sho Itl b - • • c0 removed carefully to avo d dsturMng surrounding 8 � • • �dUFFLH��DND�R."1R�ERVEB'—� a� •rsn derlytamebtg le l a eonafd rlf ss b.tuTo fh flee or c.s aotitl orn e m&omveatl y mnout s bt e b e p lhaaceuld e tl in tto h a e S 1 144 wY4 . W£ ry 3 n -oArt 4. 33.•••'to a -4 Co N y 04 a. • •.., m " L WETLA D BOUNDARY 100-FT SETBACK % .3% c� 1 l_: v i I s•k\• • ' MUSE f-- m o -',.= - ,- - ,s,,,o,-.'Ili:111...."s N; .........,. a ... _ 3 MATS' .,.f <.�.: .::'. ......... _j=-"`"` h ......_ dui.. MIIIIIIIIMIIINE } IN RIGHT OF WAY °' , (SEE DETAIL) _. ROAD/TRANSPORT ' -- � �`a LINE CROSSING 1 -.3-3,, (SEE DETAIL) NfF II....rl:a PAGE 9 OF 28 - t 1 : : [,' SCALE: 1" = 160' 'I THIS IS NOT A SURVEY .% 1 '? ' ' tiF ----- ,,- LEGEND \\%. `� l � / ( or Soil Log Vfl., _ Y.:1' or or Tree f-_-.2......., , - ' . , ( - '� 1 ••••— Wetland Buffer I .l•i�'� 1 ... .i ;. - • • Wetland Boundry ••••-- ----- Existing Line > — Proposed Easement '?` y 1 I ll 1 0 Wood Stake ;` - \ ``� _ ,-.. , . a -1■111.-Transport Line Casing - : ' 7 " � w�� Transport Line 1 1 ` 1 l c—_-_i rl _ f 111 \, - �.I Jr ` \ --— III Pi� �,", 'yr ••• y ) 1 i iii =f 7---1--=','". 1 ./' I /� , —— ,gl� ' V ., / I Ir 1 V I ,�,...—.^. -rti Or �v ,s. 1 wr__-t __- ,' ' ,1,-,-:,,,, I' /- - j I c - I I i i i 1 X'r.O�TAG ■ \, /, i\ f.. i t6r F,,q --- f {f. JO 103 J� , s'.1,,..ST y v , 1. *• .■_ m!L,-'N k.*y FR 1 , iI rte.)^ "u+t�stn m �`Ny�� ? , 1, r No19 L_• 1 , E.4 E,-,......, , B: sa5�sv, 1 o ----7411- t 16 I ii r Nathan Cleaver Septic Designs, Inc. I , / " Phone: (360) 598-6546, Fax: 360-598-6548 $ ®� .' ( m 1990 Kimball St.NW, Poulsbo,WA 98370 '1•®� x; / E-mail:nathan@nathancleaver.com ��c Z' _" r - ,,-,.,;.._ ,_ CUSTOMER: Stephen Peterson? , I./°� :___ / HOME TAX ID#: 970-800-329, 970-800-330 ,..,r!.. ' a � Si!c9 w. : : f[V"Y 1 DF TAX ID#: 921-332-034 !'3 r' at � �: ' ; �' I ' TRANSPORT LINE CROSSES: 970-800-402 ""• Q c.. � ,11 970-800-315, 970-800-324, 20 � \\\ — I1 970-800-316, 970-800-326, CD Q �D 970-800-327, 970-800-328 ¶ X -- - [ ©.. '' I LOCATION: 271 Bayview Drive, Port Ludlow ---4 N 7 DRAIN FIELD:361 Mats Mats Beach Road 0Q , DRAWN BY: DLR,JW,ICS, NNC DESIGN BY: NATHAN N. CLEAVER x' / P�S�P DATE: 20 AUG 2010, 7 SEP 2010, /^°' In �p�S Pi 14 DEC 2010, REV: 28 FEB 2011, __ � 13 JUNE 2011, 11 JULY 2011 � - r PAGE 10 OF 28 26 / •i C N'f1NCJED ON MAP 2 A I I SI If _' .\ e M1 p�j i I i jj G ■ ' z f. , z I, ., S 88°14'22"E 152,49' 1 ,,, i--- ` _ ----_�_-- a \ .. 1 i II:I SHIN SCALE: 1"=30' t:::-..-B` -- - - A. TRA 0POR POLY THIS IS NOT A SURVEY - �. _ 1000 GALLON ' PUMP TANK --/ , 1 .w'"1 !. ,;/ 1000 GALLON i A \� 1 Li! ( •' ■ I 10 j _ SEPTIC TANK I ! T i • r' ` i I erg -`� 27 --''-I -LL---- / i Y ` 4 I o7 I < \ 5'MIN.SETBACK o C'.� / t ■- i 0 \` \ 1 in t /: r r WATER/TRANSPORT Mil t \ iI , . LINE CROSSING ' ' \ W ?, I"'" L _. \,S 88°14'22"E 1 29,89' I / (SEE DETAIL) n, J 1 ce . 1 1 '" I ° I'� r �\� PROPOSED # I - ; w I i - 2 BEDROOM , 1 1 _ SFR I ft / I � .fir 1. f . 12"'ALD7," ' 4I, ,:, 11 i 11• , ! y PROPOSE 1•DIT/EwAY •., • I t•EDGE OF RIGHT OF WAY/ o-� • .: : ' • . , PROPERTY LINE ' N. --to PROPOSED TRANSPORT 1 i I I ,_ ' ;' EASEMENT LINE 1 , - a,3 t( L 'i` I'` 2"200 PSI POLY PIPE 1 f I I\I € 1 ELECT. VAULT 1 LINE 0. MEAN C S 88°74'22"E1116.39' ELL4'AHON=2.8• ,t 1 01,20' I S'MIN.SETBACK 1 EXISTING WELL 1 { 1 ) II 15x19'� / FEET I (NSVf 29) I - 1 d ;1 _ •00 GALLON - p I 1000 GALLON i y 1 \ e_ • I ..I I1 ! I SEPTIC TANK F i I•1 F I•111 ROC WALL..... ".o-,� ) i 4„ 1 )/'� �' o s SIN.SETBACK �� WATER/TRANSPORT rK \ l Ii I a-', ' /• LINE/ DRIVEWAY , • i ° ' r"� / CROSSING `�` ' \ A, r' j S 88°11"22"E=123,69' \.--i °rr I II (SEE DETAIL) , _,' j L I 1 .. (( ;.101:�t' -- o T ., '-- - \ 1. . <.I r I. 22,118 `1 °1 I m I I ', PROPOSED • I \ ` �' \ • r-1 ei. ,.// 2 BEDROOM `\ �1 \ (t ) ; 3^ PIfOPOSE11 DRIeSEWA :' SFR 11 \I � s, { �4 .. 1ji 1 4.� Ike,¢ �Q 1'r \ \ E r'+ ` f l c f L ` / Approx. Existing She. \f 1 c� I I o: I \ I ( Approx.Hose Bi. \ I 'I tit I ' \, \ • LEGEND I I,<` 0<. i. 131,09' • • 2"200 PSI POLY PIPE 108.7 9' S'MIN.SETBACK `\ ® \ ------ J }' ►I TRANSPORT LINE - _ \ 22. 0` or SoiI Log I t PUMP TANK GALLON \ I W11 1000 GALLON \ 4 ` I I > j l O/ SEPiICTANK Approx. Existing Shed • fiv. ti 1 'j :� 1 C 7 I • or or Tree 1 Q _ - ____ (To Be Removed For ., • a, 3 I 0 s'MIN.SETBACK CASP Requirements) I rim' i W,. I I I Wetland Buffer r` •t' I Wetland Boundry m zI ° j 6„ WILLOW ,,,• . 'r---� -°••••• • % n n.i ------ Existing H2O Line I� 4 2 17 81' �� ( L i 1r- S 88°1 2,t E 8. f 2"FI _`_ — — Proposed Easement (( - ' PROPOSED 1� 2 BEDROOM ,' a Wood Stake .PROPOSED SFR ,L „, ' .DRIVEWAY ' I=r 1 j - - Transport Line Casing . ' , E 3 ......._. �.,... 1 L L Transport Line g• "` , 7 . '' I i 8. ' z / /.. / 1 1 S 88°.1,4'22"E 112,39' x,..11 i (y /C\.rte I i > O € I • L S N 22°47'35" E 157a / .. ,r y crIl';',',‘47,0,0*,1.1,,,,..4s.1r1$514`111',y4 ,, , i r .DN as �� I 9 • /• • I I cr? u, a r� N..4-31' Nathan Cleaver Septic Designs, Inc. 13 `� / P 9 P glik hone: (360) 598-6546,Fax: 360-598-6548 L;a`0 `_� / • �. . 1990 Kimball St.NW, Poulsbo,WA 98370 ': �' / % E-mail:nathan @nathancleaver.com m z ` - / i I CUSTOMER: Stephen Peterson ? �;,,' V � /• 'c5 HOME TAX ID#: 970-800-329, 970-800-330 ( - / • DF TAX ID#: 921-332-034 ' TRANSPORT LINE CROSSES: 970-800-402 _-. e ,t . S �r 970-800-315, 970-800-324, /' —el „-- 1 -�+ '""` �,�J�Q't'� • 970-800-316, 970-800-326, ��/ /'� j ' � ` P .�� +�. 970-800-327, 970-800-328 ' € 7.3 td`O� �, ( r t > '$'- L Vt'\„, 1\., ' 41.3 OCATION: 271 Bayview Drive, Port Ludlow n ,,,� < DRAIN FIELD:361 Mats Mats Beach Road ( e DRAWN BY: DLR,JW, ICS, NNC ,, I ' .I CO DESIGN BY: NATHAN N.CLEAVER DATE: 20 AUG 2010, 7 SEP 2010, 14 DEC 2010, REV: 28 FEB 2011, I Z 13 JUNE 2011, 11 JULY 2011 RmQp PAGE 11 OF 28 '1f7_ Nathan Cleaver Septic Designs, Inc. CONTINUED ON MAP 3 [B] I z tv").&) w Phone: (360) 598-6546, Fax: 360-598-6548 Tx) 1 1 I . 1990 Kimball St.NW, Poulsbo,WA 98370 - I 71- -6; 1 . , E-mail:nathan@nathancleaver.com s z ! - ! " 1 CUSTOMER: Stephen Peterson __-------____ HOME TAX ID#: 970-800-329, 970-800-330 1 , l'!! 4 : DF TAX ID#: 921-332-034 1■1 1 !SOIL TEST PIT TRANSPORT LINE CROSSES: 970-800-402 ty SCALE: 1" 30' SPK 970-800-315, 970-800-324, = 1 I THIS IS NOT A SURVEY 0.72 / 1; 970-800-316, 970-800-326, ; u! 383 ,?o " C L D OD 970-800-327, 970-800-328 .F,R,C 383, , LOCATION: 271 Bayview Drive, Port Ludlow (3)2"200 PSI POLY PIPE ; _- — TRANSPORT LINES DRAIN FIELD:361 Mats Mats Beach Road ------- \ , / riLIT Y POLE ; " I DRAWN BY: DLR,JW,ICS, NNC / SOO„ITEST PIT • DESIGN BY: NATHAN N.CLEAVER ;.° • • • DATE: 20 AUG 2010, 7 SEP 2010,•I ; / • • • 10111iw ; \ '" • .,"" DI•• • • RT ORIVE 14 DEC 2010, REV: 28 FEB 2011, ) DT1L I 11 Y POLE, , 13 JUNE 2011 11 JULY 2011 I I • ,=z1 -" rn a/1 I I I I //' EXISTING WELLikyYy.,„A"L',L.L I LEGEND OVERHEAD ; .1 vvELL.SHED POWER LINE I to ", ,•" - • , . // 1 if • • cl-411(‘I 03 *A Soil Log I °r g . cr, or or Tree 4.„`L 111° 6"/z . ••• Wetland Buffer ," SHED ,031 It! Wetland Boundry•lc z / I r 36 R ----.-- Existing H2O Line " FI o ZS) — Proposed Easement \ I / a. \ Wood Stake LITILITY,ROL.E 38" 1-1R 25 O. ' —usemomi--v0 Transport Line Casing DM ." , , , Transport Line 0 ,c I • 3 9 ; • " •-• / % • • 5 11422"E 249.98 I • 712BAYN7W/RICHARDS LAUREL HEDGE FRC 366 786 „ Z-28.41 4\s, , ROAD/WATER/ / TRANSPORT . , „ 40' FIR / •\ LINE CROSSING • 4- N t • , t (SEE DETAIL) pry 6'1 rt, 0 17„,;/ ./ I AUREI HEDGE . • - - t 17441 • •l ' 356• S 881422"E 191.08' ;11' 78 FRC 356 146.09' 44,1 , , z 2 10,1 \\.., ‘„? Z.; • , if , -1 • %ft.; -- / „.A „, g • OVERHEAD POWER LINE I 23 I - I '7 ' st WATER/TRANSPORT / '=,‘„ LINE CROSSING , (SEE DETAIL) r ° S881422 E 131.38' i • Rc,4 3 UTILITY POLE • ; `j. 82- FRC: I I , I / , I 1 ./ I/ /,r •-; , t < ' ' • ' /w.°N6 2 1 , ANCHOR H. f;c;,' „ , , Z<A V;44 48V I 3"CHIRRY 20 I / • HUB/NAIL 117 7=14.72 I • z ,' S 88'1422"E 181.38' •-j',1,',/f•/-1 :;-RC 3 0 „/ •.18 ,‘.` ( L .00 Ka 5" BIRCH TREES w• ./ < - A (s) tr) 25 es) WATER/TRANSPORT . , (11 LINE CROSSING S : — (SEE DETAIL) (.0 (:) 363 0 RC3 120.94' C) 362 16 t FR4346 Z S 881422"E174.,99' 4, .13, <f) ,748 N 88'1422"W 15.00' '/ 151 " '-- 26 I , a(/ a, /1- =A eq I SL-3 I „ .c:1 • "' f4- ""•—• 1;4101' 12=1', / • \ 1 , , if\ • v.,' • ifk.e % zi -• , 1: i .PK 114 I • n I t''ot S 88'1422"E 152.49' 344: /2 a=13.16 Z.? \ I 7214F.J'13 5'MIN• PIPE HUB/N;■IL, 0.113 z1000 GALLON -- -- — •-•.„ T2R..A211:11)PPCRITPOULNYE „,,,, 5 I 4..A.7 TAZOO GALLON \'1".1 :\ u-) • A ) 0 TANK CONTINUED ON MAP 1 [A] MAP 2 *. \C• 27 PAGE 12 OF 28, g9) 1 ...,., • - - 3 b -/, , ,.;' ; "7 :. i' IELE,RISER - --.1 - , / / ,...........—..-..,-... / CONTINUED ON MAP 4 [C] ,/ te, , - ),/ -- , o ' .."--'----- ' 5‹ \66/ ' 1..AtiREI HFDGF co .000*,"-- Nathan Cleaver Septic Designs, Inc. ' -------;--- , IEW/,GILL AN ,,N ------,--- Phone: (360) 598-6546, Fax: 360-598-6548 v./ 0) --------- - - - - ! 4"° 7. I `‘ , ' . _______ , 1990 Kimball St.NW, Poulsbo,WA 98370 , E-mail:nathan@nathancleaver.com i I ‘ k. — , . ' ' ------ I: ‘‘ CUSTOMER: Stephen Peterson 4,...._RGRouND TELEPHONE ..,-,,,,,,,,,--,--______, ,,,,,:i_____,STI,CL_P:Si"GN ----, m : L., — HOME TAX ID#: 970-800-329, 970-800-330 4,IP DF TAX ID#: 921-332-034 , .98' , ab --D :-77-7--;_ :il:‘,.,,,,:. ) .T.B: 11..,,,jil, ck ,s.:III p siGN TRANSPORT LINE CROSSES: 970-800-402 -.. 6,',), 365 { ' I ' GUti ANCHOR FR 16z5 „96 ‘,Ii,/ , ,,, r, \ 1 ; 970-800-315, 970-800-324, Q) , --, TEl RISER -,'-- ,.. \ [ . , „, , 1 i 970-800-316, 970-800-326, ....'"-, EXISTING WELL ', N `'....'',., (--).'.----- (TO BuETI,Iii3J-AryNDpOON11:!, 7) %.„,.__ ,'i ir-2-,-t,'""4' - -.LI „/ 1 . ... 1 970-800-327, 970-800-328 CJI \ LOCATION: 271 Bayview Drive, Port Ludlow **---. ,,,,,,.:■ "‘- _,..., i1 0 -. ••••• DRAIN FIELD: 361 Mats Mats Beach Road . ._ BOHLDER ',, ii ;67i , . i 1 DRAWN BY: DLR,JW,ICS,NNC , , t 0 , . _ DESIGN BY: NATHAN N.CLEAVER .. '01 DATE: 20 AUG 2010, 7 SEP 2010, ' - // A. 14 DEC 2010, REV: 28 FEB 2011, I 13 JUNE 2011, 11 JULY 2011 / , . /. , , I 1 I. \ \ ,, P6. k a- 84 CALC WOOD (V. , C___ (3)2"200 PSI POLY PIPE , ', Z-33.79 )\ TRANSPORT LINES ,,, , /, , \ \ 1 • \ ' / \\\ ,. , i 1 w. . : I : ':, (N) \\\.. , . \., 1 1 , ,1 \ , : , ! i N 1 ; 1. . ', ' 1 , // SCALE: 1"=30' -, 10-FT TRANSPORT EASEMENT .,,,,,,—k.,, ■■ THIS IS NOT A SURVEY -. i ; 1 ...... ..,.,.. . \''',.., ,1 ...Y-- : „ . , . . , - LEGEND --- ---------- _ -- - /•, or A Soil Log ', L ; i ; I., _ a, t i ', . P , , 61 . ‘ , , oi r-, I 1 1 \; I : : : ::': ; 71- Or ',..1 Tree _ , /77 '. , Lu Zo- Ai..ac.. ,,.. ; , / .......... Wetland Buffer u) 7t- 1 ' 3 S' / , , 74' ir s al' 1 , a .,...... i i i (,) i , J.a. . uj I ! 1 ''. 67; • • Wetland Boundry cO 0 — tamiN ._, i ,4 ------ Existing H20 Line ,f.t.'.. 0 ?\.) "alai° I l'',/ ..c. ' 1\3 ; i ; \., - - - Proposed Easement 05 - 4,4,-..,_, ..,c:F., __ :,„„z„,ir . ,.... , , . ,, . ,_------_______ ----.:- S, , . ! , , ....__ 0 Wood Stake -....... .. ta■. : ' 1 ', ; , I 66 , I i ,...._ ; ' I S -saw- Transport Line Casing -. ' , ' .'.' ' Cl , Transport Line SOIL TEST PIT . ', ',ii 1 -I / , ; i ; , \\\ St- 1, , ., : / , .. . • i i,... . , 3g3 z:30'5° . , . , , . I 'Io'''''''''---,\,..., . ' , , / (3)2"200 PSI POLY PIPE f j , / TRANSPORT LINES ! , ' UTILI I Y POLL , ___--------- / -----------9,,„, / --- / , , , , . , . ■ ' , SOIL TEST PIT .- . , . / . / \ . / . - f i • , IR1 finivE / \ j" % i' --0-- / ■ 1 i T------.. UTILITY POLE % / I . , // \■ , ,' i I 1 ,1 1 1 28 ----mi- I t eu ' i i i, cyl_a_m,----------- 'a--- I I, ; I 100'‘,...1•L'"- '--.\-. '. , I ; „' ,,,.--------- ..------ 1 OIXISTING WELL : I 1 ' 'I- I I i I . - ., i OVLRHEAD ; I y . . I , / 1 . -"1" FLI.J.,St-IED 1\ / POWER LINE I : . 1 1 ■ •"-"4 / / ._ l' 16..; A- , .I 1 co ik .- . it i 1 • ” I 1 'j I ) I ‘it -I , '..),-... sl-IED „; I ? i.r , • 1. 7- . ::2 ( `---- , ,// .-,..._, . /Li Al 1-•:.-A.1 . 94,,s- c,,_ , a. , .-12,\,T) z ..11- z.. k I I 2. \\ ...." (I) , I 1 / 1 \ , / ,..' II • '''' ,. '' ' * 4:4-• (j) M 7-‘" f ,.4.1,-., q., .■ ' • klis / i' li ' 4i6 . \ ,8 , \ : \ 2:3- ,-%_71.9_01,-v,„„1, ,,\ .4. if ,, ‘ (I) -6>,-- z ‘ ,, ii: ; :,..4 ., ,,A ...,,i)7,:, . \ ,e-)' " I 36" FIR \ < ‘4"-) .5_ , ,. .43173 . .i)'7_ff- / \ 3,, . 0.• 7 \ \ 04 ....4 ,! '\i'')7V-, 1 a \ CD !. 1.:'L'-- I i ' 1 1 , \ 174*41 (N'ff-/4' / Mk \ 1 i , / • ' \ ,i 36" FIR /' 25 "--,.....,, r,.... r . UTIEITY,P01..E o• 1 **,...„:„...o t , , • rt,'.• - ' z / --. --- , , , •-. , '--.....___.........._—.-- -4\-i•DP,IVE Z . Ii.. <k '1. • ' - • ' ' ------'...- I z . . ‘ - • 1 ' ---.L....------- rn - -, __ . - 2 '',\ . I __-,------ \ ' / / r4 -,.. .....-- , _ • ___ _----- I' ' .\ \ %. g S 88"14'22"E 249.98' i; ..\\,' '' ' N., _BAYVIEW/RICHARDS LALRLL HEDGE . , ' z-28.44 ‘,, / , ,?-.1 ‘'8- - ROAD/WATER/ .. 1 ' ii>J. N . -0. , ; TRANSPORT . 4,0" FIR i //' ' . , 1 1 LINE CROSSING .. \ / '. ' ■, ' ' I (SEE DETAIL) ... 11 '/411-'''zi ,.''• I.AUREL HEDGE kV '' :‘,/le' ''. i 1 / ' f56• 0-1 ,EC ' '--,2Y ; 107 ,4•'. 1 CONTINUED ON MAP 2 [B] RAA'P 3 ii,' .. -...\\....,7zr22F9RC1 346 .,,,„,,'''' : „/ ' '' , ; ' PAGE 13 OF 28 : .....,,, ... I . , . i „,: 1„ /1 ii - , ,. , , 1 i �� ,1 � Pa- ° EXISTTING WELL /' 1 au 1 .Ji'I1 ' 1 ADC RES SIGN CONTINUED ON MAP 5 [D] --------___ m� � �� ' ��, ' 1 „, , LEGEND,=", . r.,, _ ._ - .. 1 vv_ �� v�.1p// or Soil Log 38� I�r I .: nY1 I Ny uiai \ A \ 13 f\••/ 399 CALC WRACK II=WIll / 799 FRC 399 � � JBACK \ I < 1 \\ ".: Or*or Tree SALE1"=30' 2=39.37 .11111 p , 1 x . I!lA 11 :HM.:' 2 394 CALCOUBACK �' \:" THIS IS NOT A SURVEY C,— I�AN1 794 FRC394 i '�l�ll� AY. 9 � \7`38.06 1 �P\ .I EXISTING W E9 I... iii 4, 1--_- -`-_==---, ... Wetland Buffer �" �Mil CO I v .I — — — Wetland Boundry i�l�® � vii —- // ------------- ..Ii �\ R , I,\ ----- Existing H2O Line / .'' �aii� � v4 v a. • — Proposed Easement- ,,, _ ■ v . • Wood Stake ' `>��"�@� '• r\ `; —�— Transport Line Casing 1 // 12_" ACM€"` ' a� I %.0- 1 IF. 11 -3 i,£16r 1 �� \ i °: ,, --.7,.._ ..°~ __——_ Transport Line I A-IPM MIMEO.ROUTE THE TRANSPORT LINES AROUND THE / .i ! w �P v EXISTING WELL AT THE 50'RADIUS WHILE .' .w_....'"""`-.t-•� ,v ` 50 Setback , tt, I MAINTAINING MAXIMUM POSSIBLE SETBACK l'' � / FROM THE EDGE OF THE PAVEMENT AND EXISTING VVELl . i 4 r `v , SLEEVE AT DRIVEWAY CROSSING. 1 1.� SERVICE.POLE v , SEE SLEEVING SPECIFICATION , %-mO �; 3 1 I v ,/ 1 I C)'''' l , : �� , 1 I ! \ /' II ■ Cy'`t'' Y . � % \ I // I 1395 CALV$URACK \1 ■ \ I ��^ .1,\ i 795�cRC 395 \ I �� Z-39.68E`� I A 1 / EXISTING WELL \' \\ U I ILITIY POLE y 1 1 ! '. ,2'x "` _----_ I ' vv 1 i t ' i 1 1l/ TEMI ELECT' I \ 1 ;'t j I •'`' ,,. METER I ■ 1 m•5 1 \ ------I� 1 �� I /, i / \\ ,I IL } lac {I/ / i / vv OVERI1EAD POWER LINIyv ' 1 / at v.v 1;�' I : TEMP ELECT, /'� / �, / ,z a �`v �\' f1 ( 4;� nl ------ ///• w w\ , I. �/■ co C ELI I � co c• w 1 R z/10,04.. . G> I �� CALC WOOD POST 3a `� I '- ---------- - --- 3f: 1 fl aI ' �: 1 c -° ii R. ` sal pry 3: --" / 0 > ....\ i C. C' r - ------------ w- �y <:. ;u ear Q " --' Q Ii -'ROAD/TRANSPORT STREET SIGN cz LINE CROSSING BCK2 �� ' (SEE DETAIL) ; , / I • ��, t Guy ANCHOR ua Lam, / ,•m.m � ° \,i0,1;• CX vi tat I 1 e I t.F,RISER / �: ' a. / ya` y� 3 LAUREL HEDGE ' �e�� $v ,� L �t IEW/GILLAN v� / w_ - (1 ). 1I `� 1 i a I O€'SI3d• II '.. 1 �DERCROUI�D�`EI EPf IONS _ _.__._. ill B 1°14'2211`VV 249=9f?' \ i 1 L L 7 M 1 ANCHOR I Nathan Cleaver Septic Designs, Inc. -4 �' PRB Z+' I CUB Phone: (360) 598-6546, Fax: 360-598-6548 I .>-) - II, I;('‘.,', ° I , ' j,. 1990 Kimball St.NW,Poulsbo,WA 98370 I �..,. � f Lam,RISER............... � ,: _.._ �\ ‘, i �� ST P SIGN , j ;,r E-mail:nathan @nathancleaver.com .,A, } ° EXISTING WELL 1 . I) it ^^'� (TO BE ABANDONED) , ` t CUSTOMER: Stephen Peterson . . r) L riEll' `DOLL ` ' r --!' - �a � -- ' i <, � HOME TAX ID#: 970-800 329, 970-800-330• 1 �� 'II ,lI : /( ( DF TAX ID#: 921-332-034 :�} :I " --_6--.-_- I r ,,,,>o• TRANSPORT LINE CROSSES: 970-800-402 t1✓ 'I P4' 11 1 < \ I 1"' II D - x r-- tis p _ ; = Ir,_7 970-800-315, 970-800-324, '� .. G') S„‘) �"' v �� `'.--r I 970-800-316, 970-800-326, `' st rF V 0,— 970-800-327, 970-800-328 z6 t R v >'i s `.1 �� ; LOCATION: 271 Bayview Drive,Port Ludlow `v �"∎ ;,,," `� .N4 1.4� I /, �_ DRAIN FIELD: 361 Mats Mats Beach Road v - �� y ° 4 �A`�ws_°, DRAWN BY: DLR,JW,ICS, NNC \V (3)2"200 PSI LYi�PE ��a .. / i-33�y'°" \ TRANSPORT v � I ,',� �_ _ DESIGN BY: NATHAN N.CLEAVER vv , ,'�� ` DATE: 20 AUG 2010, 7 SEP 2010, v. , // 14 DEC 2010, REV: 28 FEB 2011, \ ;o-1 I ' / \.\ ,,, 13 JUNE 2011, 11 JULY 2011 .v 10-FT TRANSPORT EASEMENT I \ I >:`-`°�i f / " kv, j-= I CONTINUED ON MAP 3 [C] ` v a ; I �� ` o a 14 OF 28 -- 1wl�Q� PAGE 1 I 1 1 .., _ IIII i CD . w I I LEGEND . . I I 0_ I < E) : , , 30--.... _ ....., I I , or A Soil Log 1 1 1 ,.., --,-. or or Tree Z SCALE: 1"=30' ... , 0 • THIS IS NOT A SURVEY ,...0 I L-Lj I , 0 0 -,,.„. i, 1 w ,-...... k ) _.... -- —•••— Wetland Buffer . i I • • Wetland Boundry ... I ------ Existing H20 Line ,- : - . ,..' (,, ' ,' „ .-I - \-,, ,, ..I — — Proposed Easement 0 ._- , .-.- ..-- ...-- - ., . z 0 a• -,..„,11 C-> L7) 0 Wood Stake b ,.-"' , li) • . ,‘ [7., ' . . I I LA' . ..., 1 I I ,,,„' , . .----,_ -•••••••-Transport Line Casing ....--`-'---- -„..---/‘'------ :_....---- -/N-7---'-'\•-...6'---"---_-'•-.„.._,---........---^---------\------/-------'-,!':, •-•..---'/\------`-----'\,...._..--'‘'----' . 1,-,---; : : 1 Ld , t , - ,. . ii, I IP z Transport Line , ,- CENTERLINE DITCH . 1 - z '. OVERHEAD POWER IJNE • : , : . NEWSPAPER B()X .. I , •• , I ' - - ----- -ROW Of...ttlAlt-BOXES ' —............,—_- -,„,.,-.,,.. - . ,,,.____.._...........,......._._..._ 1 , ** : ) NT I::—--,11- .„... ..___.. ..__ .. .... - - ,4 ' ' ' 317 iCALC NW LT 1 MMB BLK 3 ' , . . , . . , „ ■ 1 ' ' 1 :r 1 , 'FRAFFIC SIGN A Ao \ , ,,/, . 6. ..L:NW LT 1 BLK 3 M. '.."-". --""*"".."."' ''''''''' ......****---"'u ----.' ' i‘ 14All' 'l L ROD. ' ;' '''1Z1S,'„..16 CCAALLCC RIB BACK , R /^4./$31,- , . -7 . . . ,, . ' ,6. :.-1,1 I'L/ big.i.•D.Ri'\i' -'s\'\ ! ' , \ , . / ---- 0) ---,1\. • : ' I.,.:i. " I I.\\ '' / , .t'i`: "It : i! 1 I ' •'";-') .,,'‘. I THE TRANSPORT LINES TO BE 25' FROM ( 0. ',,, ', . ii ! '„ 1 , . ..),, /' THE EXISTING WELL WHILE MAXIMIZING s.,_ , -, ; :. •-• I/ -: -,/,,,x,...„‘ -c....i 1r / SEPARATION FROM THE EDGE OF THE ,-- - , -, , : '1 i : -, / I PAVEMENT&SLEEVED WHERE LESS I i THAN 50' FROM THE WELL. , ,,7. . I. . ' ' 1 , 1 / SEE SLEEVING SPECIFICATION , - - : . i , : ., 1 i / ;‘, ; 1 l : l / i 1 UNUSED WELL 25,„ 1 i i - i ! I I 1 50' SETBACK I / , 'I ' 1 ! , ,•I .. ' :I : : ' '? I Nathan Cleaver Septic Designs, Inc. 11.4 1 '- 47 1 / : I I Phone: (360) 598-6546, Fax: 360-598-6548 I N / t , : I I SEE ATTACHED WAIVER i/ , 1.?-! '‘-,, 1990 Kimball St.NW, Poulsbo,WA 98370 I . -,,,,4 , - , I's.,- v, , E-mail:nathan@nathancleaver.com ■ , . 1 i.. k., ■ . I . . -'- ,'-!•1 i '. „' 1 1,;‘,., '‘. , I , . CUSTOMER: Stephen Peterson \ - --- --- ': ' i , i HOME TAX ID#: 970-800-329, 970-800-330 '\ N . 0 ii \ _ DF TAX ID#: 921-332-034 •\ (..,,1 12. Z. il : , ,I . , 4 • i . / Z. , i . , i TRANSPORT LINE CROSSES: 970-800-402 .•, - ...-i ,o. ; , _ ti j•ct. _ 0, i , i/ ii 970-800-315, 970-800-324, -_ i-- - 1'/ ,.. 970-800-316, 970-800-326, .F..1----- '->(f/./. l l' , , / 0 , i 1 4,. 970-800-327, 970-800-328 ' . , / LOCATION: 271 Bayview Drive, Port Ludlow 1 1 , , 0- i ,,,,. 0 ' ' DRAIN FIELD:361 Mats Mats Beach Road I.:1, ' 11°- ,f-4'. - ., Ir. -,„ : { 0",I ... U1 1L1-ry F)OLE 1 .--.... i , DRAWN BY: DLR,JW, ICS, NNC ., .': :- -'•-'', I ' ;I ,' _.__--------- . 4 ' ',' ... , , i ' At- _ -- - DESIGN BY: NATHAN N.CLEAVER ... (3)2"200 PSI POLY PIPE ,. .,..,,... DATE: 20 AUG 2010, 7 SEP 2010, .. TRANSPORT LINES I II ,z- ..... ... , ''', '' ' 14 DEC 2010, REV: 28 FEB 2011, -. i --- 11 --- 13 JUNE 2011, 11 JULY 2011 -------- 7,4 1 'N,11 7 'i' / 1 '''..., % 392 CALC DUBACK 792 FRC 392 12" CMP . /,',1"' ,i4 , c,..,,,,,,1 ,„ 7=41.38 1.a. I.E. IN=.1-1,57' .- , , „ "iiti. ,. .,t , ,SERVICE POLE --,s- LE. OUT40.08' ," ll .. .i :' '4'''''1' - ' ' ------------ 1 I l'. ' OB. -•:"--- ----- Im''- 9/.1•k- . .. i. .... ''' ''4 II i ''........ a. s,' F.1..TeT, J BOX -_ ›< -.... •../.?'$,-- --.,_ --., 71- ' ti ', ,,'": 55N1' .11 ST,,.,„):?.'. -• --! ' , II - ', : . 1 , . ., .. ... ,..,,,._.'72(( Ici?, 3- „--,-, % -''...`, ...'.... , , , : 1 , 4,4, f%71,'S ;°{.'1.7-1-:,3,- -_,.*,1-' ,,,, oc.1.' \'---.1,,i4ill - il .."''' ,' ' ' GATE J -Z c, ''‘jrcri,P-n"'—'\L- ,'''-.. .•,. .<1 ,..,-.. Ismimaii - -- {.1 ' (3.''e■ ..,, -,,,. N°....)3Nr /M•11111111111111111111111111,i : , , \ ''' ...,'\•/Ir.-n r/I . rY-f.-f-J- \ *c,,t.. 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G' I Transport Line N'' r4 j ~) 1 N 90°0'0" E / FkITII C s`_ e � ' ;,` 98.488 100%Primary(2)Glendon M-31 ....,.,..,..,.,�.,"t 11 15'x 20.33' v,t?I L R LI L, s S LOTS 29-30 •/ 4f O.r92 acre N DRAINFIELD EASEMENT + Ij R'• IF`a it .---d-.� 100%Reserve Area LOTS 29-30 • W P ''�`s4 r�rs:y�r LOTS 29-30 30'Downs7o a r� -P «•�• j s-O Protection Zone W (n OI ! o �- I ' j• I • 102.242' , W Lv`� � N 90°0'0" W '� 'm 1 ••• ) \, ,,..a1 �,. - W 1 •. % . , \ 1V'' * 111 ill • .4s. *_ 4, 1 '',1. • ( v..- �`O.9 "1; \ I TRANSPORT LINE EASEMENT I 'per • ! Runs up existing road to avoid °•, - disturbing wetland buffer. • N • �'�S ,�I`- � , �� `�-(3)200 PSI POLY PIPE t • I TRANSPORT LINES I't .411# ‘ ' :* , 1 N - 1 . • NC • i "'" ay 0 ';',;/i'Q.--;., ♦mot 1 ^ x r � • ti 1 ! • j ,� ,� (.n 911; •* / ti p. ''. : ;,',,f/A - s‹) • *s ♦ , � ,,�� ;s s'�,`TRANSPORT LINE/WATER LINE CROSSING - ! •• • �� u' L'N TO BE SLEEVED MINIMUM 20-FT Q o cP. •.�, /�� " ■4\xr,y,,,y/,‘,*— s - ';‘,'V' .t.FOUND: C) 3-3-12003,A 1 ONCRE C / ti �ir� ♦♦ t MONUMENT ENT VPTH A 7 BRASS CAR IN moNtimF1'T\°k`FI._(... ;\ z \ ♦ . 0 1 s Q Nathan Cleaver Septic Design, Inc. • w1 1 UMP HOUSE Phone: (360) 598-6546, Fax: 360-598-6548 UNDERGROUND L�\ ER LINE ' o'er e,5)..,‘�� '♦ 1990 Kimball St.NW,Pou sbo, 98370 8 87°51 Al"E 1071,33 • li o ,„ �_ E-mail:nathan@nathancleaver.com r \ °- \ - �� N N c;.t Z P N . CUSTOMER: Stephen Peterson 10' HOME TAX ID#: 970-800-329, 970-800-330 ‘I''....... 7—I N 87°51'20" WDF TAX ID#: 921-332 034 , � 1. _WPM K C ENTFRI I dF DII-C`I1 Y I • TRANSPORT LINE CROSSES: 970-800-402 , \ �� 970-800-315 970-800-324 ' �\\ � \\AD _-316 970-800-326 . \ \ 970-800 � \ \ �R� \ \ mmr 970-800-327, 970-800-328 ��.. ;\��\�\�a �\��\\�\\\� � � \� � .'�..; � LOCATION: 271 Bayview Drive, Port Ludlow *. DRAIN FIELD: 361 Mats Mats Beach Road a + :! zP"735 41 :::;: DLRW r NATHAN N. CLEAVER 4 1 R RIC�111 I � FLAN D l FC ?8 `t. INE DATE: 20 AUG 2010, 7 SEP 2010, r ' S A v�� g 's J• rn _, IN RIGHT OF WAY 14 DEC 2010, REV: 28 FEB 201 1 NATHAN Na C44VER "'�o�'� � �. �� 1111 -_ (SEE DETAIL) 13 JUNE 201 1, 1 1 JULY 201 1, � N ' ' , ROAD/TRANSPORT QlPrc 25 APR 2012 LINE CROSSING N/IqE 10 Of 2-15 (SEE DETAIL) --- 25 ii I!111 AT ELRI/NTE RCARNOSSPSOI NRTG 11 5 ILI I/ • ; t0 h 120.9147'x' ;Pr • r e 6"1' I 34: • 7 59 ••• , t • ' •62. I 744. FR;346 - 88° '22"E ' 71 ••••••••••■ •• • Z 1"8 S 146.47 174,99 348 12-1 ;748 FR8 I48 ' N 88'1422"W 15 *.00' ' I,' -101 ul • 26 • • A LEGEND , . .• 5.1/ : o r A Soil Log I: . • / •1 • • , • , or or Tree : •,• SCALE: 1" ='2•61.1... 1, • I\ . „- PK 114 s• s S 881422"E 152.49' ..••• THIS IS NOT A SURVEY 13.16 I , 11 , • 7.43" 34 FRII:f 3 HUB/NAIL 113 " •••••.••••••• Wetland Buffer - ::4 Z-15.04 / Wetland Boundry n - ______ Existing H20 Line . • H 347 ` 27 SL-y f — Proposed Easement !C. ; \•• rt• 1'1* . c •, • 0 Wood Stake ' 2 WATER/TRANSPORT Transport Line Casing .1 • EL LINE CROSSING \, S 881422"E 129.89' : I . z 3417" Transport Line (SEE DETAIL) — c\./ ° Q I:!! • • A I , • , •:w/ 12"ALD.:?" I 28 ' • EDGE OF RIGHT OF WAY/ 12b3 PROPERTY LINE r PROPOSED TRANSPORT 1 i s- EASEMENT LINE co • 2"200 PSI POLY PIPE . • / ELECT. VAULT 7/.; J.! TRANSPORT UNE ; LINE OF MEAN• 11 ill I I HIGH TIDE I EXISTING WELL S 88'14'22"E I116.39' • • '337 • / ELEVATION-2,84 I ; 7z3-713F.R7c6rft7 10 ir 5'MIN. ; FRB;33: 15 a, 339 I FED-(NGVD29) '4115/,' --1 3 Z-9.44 . woo GALLON b I I 9 PUMP TANK I fa, • 1 1\ I 1000 GALLON 0 I SEPTIC TANK ; , I I*0 • I rk —•: 1/ /1 29 0 5' SETBACK ROCK WALL. A M).. • / ,Lu > 11 • • 0 • WATER/TRANSPORT `, E I 'In • • 3 LINE/ DRIVEWAY I; 3 A \ • .e.RIr . =, CROSSING k • • ugh S 88°11422"E 123.69' - o • -/-c•r1 I (SEE DETAIL) > 0,11. FIP 709 335° a . — 7z5V.Z! .1.91 - -_ _ FRC 33LT 2213a3;e, \ ,,A,;11 • co - ' PROPOSED Z-I8.36 I \ .1. I 11 21. .4,443 - \ 2 BEDROOM • .4r)- ORI E .,77! SFR I ' . \/Z-5.12 , • • 710 FRB .,2• \\ GO • I'11'1 • 1 •."I I•••ME ' • ••• • 1 II •• 1.0 112 HUB/NAIL -4 II 101. • ti:71K Approx. Existing eds / Z"517 sc- . t - 1 ,/ ,.. Approx. Ho - :ib , 1, • I 3I .1 S88422 E 131.09 • , _ -_ 04 FRC I 108.19' • 10.T i.1.2.43, FRB32 Z.6.40 Z-3.77 11 4.1 */ '1 II/ • ' „ 7- FIR XCS • • Approx. Existing Shed 11 I a,gebt /. •(To Be Removed For I cer • !su I - 31 CASP Requirements) II 41 c . - C4) <.`'.? 0), ek.) 177 I 0{9 f\J • z° I I/ z). • / 4 Jit0 WILLOW S 88*1422"E 118,81' 141111: T.,11 r\i Lt. • •at. 328 ' I4"*"" •• 42" FIR '; •I,•1/1/ 72 328 329: ;,43, I FRC 329 729 . • • (1) Z-9.37 I ' (1) .11 •,•,•/ • • /- I,15 HUB/NAIL I : 32 • Z-2.131 , .• I -1-1 13 1 I , /A CD (c.2 . .9 '1,11 (0 0 , 0 -- /1 92 0S3PK BIG (./) / • Nathan Cleaver Septic Designs, Inc. ---i /4- ' Phone: (360) 598-6546, Fax 360-598-6548 S 88%14'22"E 112 39'CI' -• ••-i‘ / I 1990 Kimball St.NW,Poulsbo,WA 98370 ,700 FRC MN__ Z-7.96 ><,,),_ •. '11 - , AI PRC 326 E-mail:nathan@nathancleavercom \ .274:37 CUSTOMER: Stephen Peterson N 2-2k31/„.. 15.7 • , HOME TAX ID#: 970-800-329, 970-800-330 I— C./sI2 .•s:-' ,g) M FRC 325 0 Z-2.70 • I DF TAX ID#: 921-332-034 >1 Lu • Cr, • Vi2 CI TRANSPORT LINE CROSSES: 970-800-402 " x v„ LIJ ‘j 970-800-315, 970-800-324, > .00 FAI/1 .1 Ei! 970-800-316, 970-800-326, 'L•f) 0 W 970-800-327, 970-800-328 LOCATION: 271 Bayview Drive, Port Ludlow . • co I 1(?) DRAIN FIELD: 361 Mats Mats Beach Road DRAWN BY: DLR,JW, ICS, NNC /c5 DESIGN BY: NATHAN N.CLEAVER • DATE: 20 AUG 2010, 7 SEP 2010, I Z-4.97 ,.. e 14 DEC 2010, REV: 28 FEB 2011, " 'Mkt\ 323 CL BA:MEW 05: ••• 13 JUNE 2011, 11 JULY 2011 v I 361 I• ---•-•••• PAGE 21 OF 28 „I 1 r . I • • 7 -....Q.-7. ..t., -t■ SCALE: 1" = 20' ' THIS IS NOT A SURVEY ROAD/TRANSPORT LINE CROSSING STREET (SEE DETAIL) GUY ANCHOR '' Y • ;. 'E LE. RISER , ! owl 1 �•v LAUREL HEDGE 5, 1 I / \1 STOP SIGN II T 4 GUY A ICHOR • 1 ; 1 TELL. RISER ` ,\ j' STOP SIGN EXISTING WELL TO ,>� 1 ti p 4I BE ABANDONED I �� }j{ UTILITY POLE -- ULUER ;7 '1 C--- � 1 ' I _ TRANSPORT LINE ROAD CROSSING BAYSHORE DRIVE i.,,,, .„ cos �3 ,1 Nathan Cleaver Septic Designs, Inc. �l �� +'� XNE°tisi Phone: (360) 598-6546, Fax: 360-598-6548 �, .dm, i? 1990 Kimball St.NW,Poulsbo,WA 98370 o � z = srar . LEGEND s�j �, Im , F •, E-mail:nathan@nathancleaver.com ® F'uq ., or Soil Log CUSTOMER: Stephen Peterson `` � No19� `j4w! HOME TAX ID#: 970-800-329, 970-800-330 ill y� a` �� -:or or Tree DF TAX ID#: 921-332-034 Nroir t";,' ,,,t/-1 TRANSPORT LINE CROSSES: 970-800-402 —•••— Wetland Buffer 970-800-315, 970-800-324, 970 800-316, 970-800 326, ' $ — — Wetland Boundry 970-800-327, 970-800-328 X X -'1`,.. 10 ------ Existing H2O Line LOCATION: 271 Bayview Drive, Port Ludlow -> — — Proposed Easement DRAIN FIELD:361 Mats Mats Beach Road �+' t..'!;) DRAWN BY: DLR,JW, ICS, NNC ',7' 0 1.-. Wood Stake DESIGN BY: NATHAN N.CLEAVER (fa --1_-Transport Line Casing DATE: 20 AUG 2010, 7 SEP 2010, 0Y 14 DEC 2010, REV: 28 FEB 2011, '`" Transport Line 13 JUNE 2011, 11 JULY 2011 PAGE 22 OF 28 , . .4" _ . _ , T rn m 0 �DJ ✓.• «• / JU / � ,.,ems« .,,,\,,„0,,,:,,,,,,,,„-,..,..:>-.....14s,.... -v,-:■.. ■..1 ,\•� � 4t «� L. «.(25 / --�°Ili 7a 31\k‘,Iti ` / i z > .....„,,,,...„......m° ., `. 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(SEE DETAIL) lc ------- -- 1 a : I I PROPOSED � , Q I I w i 2 BEDROOM �- ' SFR L11 . °' I EDGE OF RIGHT OF WAY/ ,, i r :°I :,,‘ _ r DRIVE AY•' PROPERTY LINE ? 1 ' �� • �PROPOSEDTRANSPORT III I, / �/ f ( = I EASEMENT LINE II t I ELECT. VA 1LT f r jI Z • ' 2" 200 PSI POLY PIPE I, i I ' I TRANSPORT LINE I f 1 I 0 I EXISTING WELL 1 I I :. S °14'22" E \1 6.39'iliw I ' I i 101 .20' t 5'MIN.SETBI �� I , > y j i 1000 GALL( SCALE: 1 = 20 II if il I 1 P • TANK THIS IS NOT A SURVEY I t 11 0 , I r I i Tel zj I 1000 ALL( I, Sp 1 u'� 1 l I +I SEPTA TANI �c I I 11 10 I _ _ 1._�-- \\%� ROCK WALL \ �S .i1 ( III '' I i • ¢ 5'MIN. SETBACK ,, A -P,A(� t W ,1 I Er) �' I WATER/TRANSPORT . .__ �,\ I F .II s-., LINE/ DRIVEWAY II2, CROSSING I I Il La-f _c L T (SEE DETAIL) i, � .� / s 88°11122" E 1 23.89 -- /----\ ,, : m i . ,� , I I ,' b lib.;.,,,,',, �;. PROPOSED I. i ._ ' _ , 2 BEDROOM [ L . - u . PROPOS D 1' V • '' SFR t , L1-1 1 I I' ',::',";„;c:I i�'; 1 , 1 I I - , .,. i LEGEND Ex) \ I 1 I i p ,�:' :u°3 t 1' ( or soil Log �---- 11 I - , , Approx. Existir \ 111 Q , z I° z A •x. Hose l or�or Tree `` �t'tr" . ,, i ‘I 1 S 88°14'22" E ...... .. . .... —•••— Wetland Buffer \\ -- _ " 200 PSI POLY PIPE 1 Q , I ' 5' MIN. SETBACK -- - -4-:=-1--. I ' TRANSPORT LINE /— — Wetland Boundry 1 I'� i 1000 GALLON fill 1 _ _ PUMP TANK ----- Existing H2O Line } 11 , " HR 0 . SEPTIC ALLON — — Proposed Easement , _1_.. _i- f, : 1 0 : J I I 0 Wood Stake ` 'I i -i 5'MIN.SETBACK -I_-Transport Line Casing .» I; L1J Transport Line " --- cU �. .ice. °-- I Q. C3 m : z 6" WILLOW # •--. ,, s 88°14'22" E 118.81 ' 42" FIR � � I - �- PROPOSED I, -� ornnnn�� Nathan Cleaver septa` Designs, Inc. WATER / TRANSPORT LINE CROSSING DETAIL Phone: (360) 598-6546, Fax: 360-598-6548 1990 Kimball St.NW, Poulsbo,WA 98370 E-mail:nathan @nathancleaver.com CUSTOMER: Stephen Peterson HOME TAX ID#: 970-800-329, 970-800-330 \ ` .% DF TAX ID#: 921-332-034 r,,. r'�� O �C TRANSPORT LINE CROSSES: 970-800-402 -1)(,)5>' s/T�ly S -)° (('i �DN 970 800-315 970-800-324, ,„„> ��m, a; \ \v 970-800-316, 970-800 326, ' 0„c; ,� y ;?,,, �°Z'�O 970-800-327, 970-800-328 o'pia `\,/� ( '< �� `� LOCATION: 271 Bayview Drive, Port Ludlow j0- ��; �� < „' �''' '' DRAIN FIELD: 361 Mats Mats Beach Road N f . ^ CD DRAWN BY: DLR,JW, ICS, NNC � . 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Co N.) . _ } Electra fusion: 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 g order to ensure the successful installation of the fitting. Central Plastics Etectrofusion Installation Manual for Etectrofusion installation equipment typically falls into C;a 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(800)654-3872 . pieces of equipment used to prepare the pipe surface or before the fusion process is initiated. Examples of this Your Local GF 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. Etectrofusion 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. +-r Bf, t„'Z.\ievt 3 C't71 °i +11(..c,t ,,,� re en N RECEIVED J fe VoA County Environl7}ent¢t(Health toy • Etectrofusion Fittings: Couplings NOTE;Operating Pressure is 200 psi for PE4710 Couplings in allowable applications. l EF COUPLING DIMENSIONS t Nominal Size H L A '/z"CTS 2.01 3.15-W � � 1/z"I P S 2.15 2.98 1.42 tliktv4: : 9 � ti� � � 3/4"CTS 2.15 2.98 1.42 �q " " 3/4"IPS 2.48 3.46 1.73 . : 1"CTS 2.52 3.46 1.73 01 y 4 1"IPS 2.63 3.46 1.73 010.!i..::::::'' 11/4"CTS 2.56 3.30 1.57 *11/4"DUCT(CON.) 3.00 3.70 1.82 1'/4"IPS 3.04 3.86 1.93 °`" ■ ■ r *11/4"1 "SIDR 9(CON.) 3.00 3.70 1.82 .I 1Yz"IPS 2"IPS 2"CTS 3.36 4.33 2.17 3.78 4.72 2.36 3.59 4.37 2.12 H - - I - - '1 2"2"IPS CONDUIT 3.82 4.31 2.09 3.55 4.32 2.09 2'/2"CONDUIT 4.17 4.25 2.06 3"IPS 5.18 5.59 2.72 - 4"IPS 6.51 6.14 3.00 [---A A 4"DIPS 6.06 6.93 3.46 - L ` 5"IPS 7.56 7.17 3.54 6"IPS 8.70 8.35 4.10 6"DIPS 8.74 8.19 4.09 7"IPS 8.93 8.19 4.09 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 4.7R=4.7 Pin with Resistor 12"IPS 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. WI CSA 'h CTS ASTM[}2513/FF 1( 5 � fk0t , I, 5[1 W {f 1 YES fc wets IASTM O2 13/ 1fl5a 4 7 f ° . s . .:,,,. : 5"+'r �r` .,t _�; .t' ,"<, - " " ., �11Z 1"CTS ASTM D2513/F1055 4.7 R 5760005 25 0.19 YES 11/4"CTS ASTM D2513/F1055 4.7 R 10001613 30 0.16 Wz IPS AST 1 2.513/F1 O5 s 7 tf(1t' �v� 4O n' O 12 oti YES ` '/4 IPS .:; 5T1 > 2513/ 5 *' i 4 71T ,., ftit � ` 25 , • z 14 h 0 t 61 Y1 S, 1"IPS ASTM D2513/F1055 4.7 R 5760006 25 0.13 YES 11/4"IPS ASTM D2513/F1055 4.7 R 5760008 50 0.23 YES `'11/z 1PS ; ASTM 112513/ 185 p n4 91 tT 57 f3O111 35 1�i1 Y>•S. r ',2 IPS, STM1,R2513111.O55�� i4ft s�., ... .'m 57J'1 t .,Y 25 �,n.. ,A, 1 YE,- 3"IPS ASTM D2513/F1055 4.7 R 5757007 36 1.15 YES 4"IPS ASTM D2513/F1055 Rail" 757008 10 1.57 YES b IPS AST 102513/Plfl5S 7 579.915 4 8 r*` 7i 37 rYES S IPS " A5" fi';Siii00111 i , .,., ..,. , 0 s 11, 111111 1 M 10041111#11 102 + AUG 1.7 2011 (E{TR AA jef@erson County • Environmental Health ^ . ^ ^ . Ete ctrof usi on Fittings: Couplings . NOTE Operating Pressure is 280 ps for PE4710 Couplings in allowable applications. (PE3408/PE4710) ELECTROFUSION COUPLINGS Size Description Pin Type Part Number Pack.Qty. Wt. AVVWA '_______ 1"CTS ASTM 02513/F1055 4.7 R 5760023 25 0.18 YES 11/4"CTS ASTM 02513/F1055 4.7R �90n4573 30 0.16 vEs m'IPS ASTM o2513/F1055 4.7 R 5760022 25 0.29 YES l'|ps ASTM 02513/F1055 4.7 R 5760024 25 0.14 YES, ^ :, 'Igg,'W.--1- ..M'wNiriiWNEE:ggigMEgtOROMPAWaIAlgt118131*WiAiYE,S - git,.] m�Mmmal 2"IPS ASTM o2513/F1055 4.7 R 5760030 25 0.38 YES z1/2'IPS en 0.55 6"IPS ASTM o2513/n055 4.7n 10000359 8 4.37 YES 7"IPS ASTM n055 4.7 S 10003970 4 7:86 10"IPS ~^ ASTM o2513/F1055 4.7 S 10000362 1 15.24 YES 12'IPS 4sTwozn3/Floss 4-/n 1991?w571 1 xn;m Yes lu'smep 1.58moo CONDUIT ps|~n 4.7 R 10004577 30 0.24 4'DIPS ASTM D2513/F1055 4.7s 10000 353 10 2.34 Yss 10"DIPS ASTM D2513/F1055 4.7s 10000 356 1 17.43 YES 12"DIPS ASTM D2513/F1055 4./s 10000 357 1 25.67 YES . Call for availability of other sizes and dimensions. ** For Use with Bar-Code Processor Only 4R~ 7 Pin with Resistor FI = CENEE) 4J5~4.?Solid Pin - �D�1 TA )k-,?. —'7 +u,.� m(.0tV +GP*