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HomeMy WebLinkAboutSEP2012-00078 Jefferson County Department of Community Development 621 Sheridan St., Port Townsend WA 98368, (360)379-4450 � ��? • +<< SEPTIC PERMIT APPLICATION t ±1+ PROPERTY OWNER James Hill & Dianne Ventura s' 5 i� Suzanne L Martin � MAILING ADDRESS 2571 Duckabush Road-Brinnon, WA 98320 ars V11/19 •:. `' FAMES Lttn9 413)1Z"*rn 4-va, PHONE ( 360 ) 796-2060(Rob Mitchell-Contact) is lock ed need t o call SYSTEM DESIGNER Suzanne Martin Designer Phone it (360)554-0224 AUG LEGAL DESCRIPTION: Section 7 Township 25N Range 2W PARCEL it 502 071 002 2 Subdivision Name SE NE lying SW of Duckabush road Division Block Lot(s) cnl�> Site address/Directions to site 2571 Duckabush Road-Brinnon,WA 98320 ` SOURCE OF SEWAGE/USE TYPE OF WORK WATER SOURCE Residential I New Tank/s only Private Residential ADU Modification_ Public Commercial Expansion_1 Community Upgrade. Repair ✓ , SITE SIZE +/-16.6ac SYSTEM TYPE Partial Repair-(tank) (drainfield) Previous Evaluation Conventional Designate RPSPrve Area Yes# Alternative ✓ Redesign ✓ No • 1 _ SYSTEM DETAILS Number of Gallons/day 480 Soil type 4 (attach soil eval.) Application Rate 0.60 gal.sq.ft./day Drainfield Length 267 ft. Trench Width 3' ft. Trench/Bed Depth 9-12 in. Septic Tank size 1000 min gal. Pump Chamber size 1250 min gal. TYPE OF pressure trench; 480gpd, I4 ' dZZ�IZ 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 wilting 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 FOR OFFICE USE ONLY h PARTIAL ASBUILT ai)I1 FINAL , )11 1 APPROVED INSP/PUMP TEST I th,Otw PUD ttVl�z ALL HOLRREQ.MET Date7 7-(27.. Fee mrik Rec# "_ Check#`L 4.? Case#SEP — , forms\Suz\2008 SPA.DOC 36515^ 1 JEFFERSON COUNTY PUBLIC HEALTH 9 615 Sheridan Street•Port Townsend•Washington •98368 www.jefferson countyp ub lic health.o rg - one .1- : ax •1_ •_ ON-SITE SEWAGE DISPOSAL PERMIT PERMIT#: SEP12-00078 Date Received: 07/09/12 SITE ADDRESS: 2571 DUCKABUSH RIVER RD Date Issued: 08/22/12 BRINNON, WA 98320 Date Expires: 11/22/12 APPLICANT: JAMES M HILL PHONE: DIANNE M VENTURA 711 W FLORENTIA PL SEATTLE WA 981191849 LEGAL DESCRIPTION: S7 T25 R2W SE NE(LYING SW OF DUCKABUSH RD) PARCEL#: 502071002 Section: 7 Township: 25N Range: 02 W DESIGNER: SUZANNE L MARTIN PHONE: 360-554-0224 SEPTICS BY SUZANNE PO BOX 125 CHIMACUM WA 98325 SYSTEM DESCRIPTION: PRESSURIZED TRENCH No. of Gallons per Day: 480 Type of work: REP Drainfield Trench Septic Tank Length: 267 feet Width: 3 feet Depth: 9 inches Size: 1,000 gallons DISCLAIMER-This approval is for an on-site sewage system that meets the state and county standards in effect on the date of application. This approval for an on-site sewage system DOES NOT assure you of any other County approvals. For example, it DOES NOT GUARANTEE that you will later obtain permission to build a permanent residence or other structure on this parcel. Any future application will be separately judged by the rules and laws in effect at that time. All construction and development activities must comply with all permit conditions, state and local codes,and Recommended Standards and Guidance documents in effect when the permit is issued. The property owner is responsible for the accurate location of all property lines.Any removal of or major disturbance of soil in the primary or reserve drainfield area may create site conditions that are unacceptable for the installation of a sewage disposal system. Any change in drainfield or tank location may invalidate this permit unless prior approval is obtained from the Jefferson County Environmental Health Division. If during excavation or development of the site an area of potential archeological significance is uncovered,all activity in the immediate area shall be halted,and the UDC Administrator shall be notified at once. 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 in JCC 8.15 as amended. This permit may not be renewed. Jefferson County Enviro ental Health Specialist This permit with conditions must be onsite during a6 phases of construction HEALTH DEPARTMENT MUST BE CONTACTED FOR FINAL INSPECTION. SPECIAL CONDITIONS APPLY - SEE ADDITIONAL PAGES CONDITIONS OF APPROVAL - PERMIT NO.: SEP12-00078 1.) This permit was issued to correct a violation of WAC 246-272A for a failing drainfield. The permit must be completed within 90 days of the date of issuance. 2.) 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 3.) Health Dept. required to observe pressure test with system designer when system fully installed/complete, 48 hours notice to be provided for scheduling. 4.) 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. 5.) H - Existing tank shall be properly abandoned. It shall be pumped and filled with clean fill. Documentation to be provided to Health Dept. prior to final. 6.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health ONE WORKING DAY prior to start. 7.) H -An asbuilt drawing and certification of completion by the designer is required prior to final approval. 8.) 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. 9.) Setbacks to all wells- 100' required from drainfield and reserve areas. 50' required from tanks and effluent transport lines. 10.) Approval of this onsite sewage permit that includes the possibilty of an accessory dwelling unit does not assure that a building permit for an accessory dwelling unit will be approved. Building permit applications are subject to the requirements at the time of application, of the Jeff. Co. Building Code, Zoning Ordinance, Comprehensive Land Use Plan and Land Use Procedures Ordinance as well as any other environmental approvals duly adopted by Jefferson County, the State of Washington or any other agency with Jurisdiction. 11.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 12.) The site plan dated 7-9-12 submitted for the septic application was reviewed by the Department of Community Development. Jefferson County GIS mapping identified this parcel in a spotted owl area. WDFW was not contacted as the proposal is in an already cleared area and no removal of trees is proposed for the repair and modification of the existing septic system. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 13.) 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. 14.) 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. SEP12-00078 Page 2 of 3 \\tidemark\data\forms\F_SEP_Permitmod.rpt 8/22/2012 15.) 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. 16.) 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. SEP12-00078 Page 3 of 3 \tidemark\data\forms\F_SEP_Permitmod.rpt 8/22/2012 JEFFERSON COUNTY PUBLIC HEALTH, 615 SHERIDAN, PORT TOWNSEND WA 98368 ASBUILT INSPECTION REPORT For RECORD DRAWING Designer Suzanne Martin Permit# SEP 12-00078 Installer Shold Excavating-Evan Parcel # 502 071 002 Electrician Bob Nordberg Design Flow 480gpd peak Property Owner James Hill&Dianne Ventura Site Address 2571 Duckabush River Road-Brinnon ., Answer all questions or indicate NA DEC 9 2012 DATE Tanks. Pumps and Controls 3i„ r ., ,_,, n INSP. two Cotton 1000 gallon;tuftite outlet fhl�lvitrst8 a 'tY 11/20/12 Tank (manufacturer, size, baffles) 9ealth Pump chamber (manufacturer, size) Cotton 1500 gallon; shroud; 29 gallon/inch 11/20/12 Screen(s)and/or Pump Shroud (type, location) shroud around pump in pump tank 11/20/12 Were Tanks tested onsite for water tightness? C.e / No Panel Model Infiltrator Timer Model Aquaworx IPC 11/20/12 Pump 1 - Man./Model Flow Rate 65 gpm 11/20/12 Pump Location (i.e. garage, treatment unit, basement) in pump tank Float/transducer settings Inches Timer from bottom of tank- On/off in. Functions: On .° 58 se min Veto - 34.8 in. Off 240 sec/ in hr Alarm - 3b 5 in. Veto On ,Y 5 fmin Storage Above High Water Alarm 600 gal. Veto Off- , 180 ° sec/yhr •Dose Counter Reading 37dose'0;vdose #gallons/dose 6f? gal. Elap. Time Meter Reading 00. 014 hr - min 6-s Pump Throttled? Yes No Dose Drawdown (in inches) r 2" in. 111 events Pump 2 — Man./Model n/a Flow Rate qpm Pump Location (i.e. garage, treatment unit, basement) Float/transducer settings Inches Timer from bottom of tank- On/off in. Functions: On �_,.3, , sec/min Veto in. Off 'fx; 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 1 'kr min/hrs Pump Throttled? Yes/No Dose Drawdown (in inches) f' x in If additional pumps-complete the info in this table for each and attach. Other Timer functions & settings (e.g. override on/off) over ride 1 dose;ZB-09; H:\WEB\ONSITE\Asbuilt_Report_Form.doc 04/28/10page 1 of 2 Pre-Treatment Date Ins') Sandfilter basin high water alarm shuts down pump to Sandfilter Yes / No Sandfilter Basin size/location n/a Sand Fill met design spec? Yes / No ATU (manufacturer, model) n/a Alarm tested Yes / No Disinfection Unit (manufacturer, type, model) n/a Independent Alarm Yes / No Drainfield 2" Transport Pipe size, schd, diameter Manifold size/schd 2" 11/20/12 Orifice size 1/8" Lateral Size/schd 1" 11/20/12 Barrier Material filter fabric Cover Material/Depth 9"depth/15"cover 11/20/12 Residual Head (lat.# & ft. Head) @ clean-outs: #7;#2 8;#3 9.5';#4 9.5'; balanced pre cover 11/20/12 The laterals/pods were balanced ®e / No 11/20/12 Source/Manufacturer of Drainrock/Gravelless chambers Cotton gravel Drainrock Clean? 9, No If no, what action taken? Mound/Glendon Site Prep n/a Drainfield Length 268 ft Width 3' ft Depth 9" inches Caps for measuring residual head stored (location) The header box riser COMMENTS (inspection notes, changes from design or deficiencies in installation) Attach additional sheet(s) if necessary the laterals were balanced pre-cover and measurements at the clean-out was taken for each one Health Department Inspection issues resolved Yes / No/ NA If yes how? Users Manual Provided to Homeowner Date Tank/component Decommissioning Report Attached es / No / NA Installer Certification attached/signed E)/ No ATTACH RECORD DRAWING stamped/signed by Designer or Licensed Professional Engineer I CERTIFY T1 E INFORMATION PROVIDED ABOVE WAS VERIFIED BY INSPECTION, TOE SYSTEM WAS INSTALLED AS DESIGNED AND APPROVED by JEFFERSON COUNTY (DATE) OR T}fAT CHANGES HAVE BEEN NOTED AND THE SYSTEM IS IN COMPLIANCE WITH WAC 246 " 14 December 2012 Designer Signature Date tt, 51 2 h '.�1 - - Suzanne L Man 1, H;\WEB\ONSITE\Asbuilt_Report_Form.doc 04/28/10page 2 of 2 Pump Tank Detail r James Hill & Dianne Ventura Parcel #502 071 002 SEP12-00078 0.6 . .4 ti) u� r 4e'o,, Installed Riser l Cotton 1500 gallon pump �w L "'+. tank; 29 gallons per inch; 2.3 lC�.y, ''' ZB-09 rf_, l F4'17. Inlet The dimensions demonstrated in this t22"storage above high illustration are examples. the requirements water;below inlet; ST are: 360 gallons working volume&minimum 60.5"transducer 9 9 additional storage above .�; 360 gallons emergency storage above high inlet water and below inlet of the pump tank. -1600 gal rRecommend 480 gallons storage above high & water alarm. if Veto set 14"from the 64" bottom of the beg ., alarm set for 113.8"from bottom of the bell y57" *374 gal working volume -min.360 gallons "r•, on set 0.90"from bottom ' 5"measured between of the bell the pump shroud and *21"from bottom of tank ■ '; the bottom of the �' transducer to the bottom of the bell r .^.lC'te,....:%w:i.n'..122.4.4r1/2:1,F4'.:4-4,1e-27:4't,:.:?3.:-1-&.f•vT %:.it:t. :7,i:17?.-..trY•i:% ",.4r't.NR4'.'4::..r ?T<`4<'..."0-7/,';:::.''''1:: /. I 9.5' I Record Drawing for SEP12-00078 PFcr27 ?p1., ex. currently ` unplumbed structure °4 FEg 2 7 x"014 g Q .. N ex. barn 4 .a 4 a , 0 30' 60' A B C D 4 ������� c%adu 8 25.2 SCALE 1"=30 FEET s/t inlet access 11 20 •• a 4 sit outlet access 14.7 15.7 septic tank °. pump tank access 21.3 32 now installed f sit inlet access 24.5 30.2 -tuftite filter L 14-` ex. spigot sit outlet access 29.4 34.3 installed a a header riser 49.8 52 °° (10' min.) A.° Tank Abandonment Notes: 1 Existing septic tank has been pumped by JCPH a,a T.approved he s tank pt has pumper.been properly abandon 100 \\\I 3- See attached pump out receipt and certification now installed sewer line- not a installed in driving areas— a a ex. drive & parking Monitoring Port, typical 4 , '''.1 F 50 now installed „. , ' • , Clean-out, typical a'ff�, g c 4'2,ence now installed yap 267if pressure distribution ..` .�� , .""-.4-; 4 „, ,,,,.. ,- ,....:), system. now installed As��, _ ; > , \, \ \ \‘';.., ;if 4 \ \., clean out \• \, ''� \�\\ `\ `, septic tank , control panel ':"N 1 N\s's '`� \`s,S\oow installed - \ \ .\ ex, s- tank; now abandon ���^''— /. ,, '\\�\ •\�� \`\� \\N• <P14. -- ...--_.— November 2012 \ tank i.. , ` \.\ ` ..,\. \\\ \', pump G, I ,,t, `,ti`.. . .. :reserve area ':`��., '\,`;\\ \'`�, \/ % ;>, reserve : 's,\ `..\ now installed .'4E: ,, �'�.. .. .. �� Effluent headers '�, l'c 7 ti @�nrs�ar ., r manifold-now installed ex pm 32rwn3 '' si OSS System Detail Sheet James Hill&Dianne Ventura 2571 Duckabush Road-Bnnnon Parcel#502 071 002;SEP12-00078 b Page 1 of 7;HillNentura; y Parcel#502 071 002 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT +'+ v 621 SHERIDAN ST..PORT TOWNSEND.WA 98368.(360) 379-4450 /'a l.et SOIL EVALUATION N `s rams„ , PROPERTY OWNER James Hill&Dianne Ventura y,-,' . It X1,1 SYSTEM DESIGNER Suzanne Martin LEGAL DESCRIPTION: Section 7 Township 25N Range 2W Parcel # 502 071 002 Subdivision Name Division Block Lot(s) Date Logged: 2 May 2012 Logged By: Suzanne Martin Include soil textural characteristics and the depths at wh"h significant changes occur. Be sure to Include depth where mottling or impermeable layers occur. SOIL LOG #1 SOIL LOG #2 0 to 3 In. Dark brown loam ) 0 to 11 in.Dark brown loam Red brown loam 3 t0 11 in, ^ s) 11 t0 23 in. Reddish brown loam weak blocky 11 to 24" in.Yellow brown sandy loam-blocky ` I 23 t0 35 in.Yellow brown v f sandy loam-blocky to 24" in.restrictive to 35 in. restrictive Anticipated water table nia in. .. :::ipated water table— 75 to 35 inches t , ►','Mot— Health Dept. Comments Health Dept. Comments Qfc3S £ ? ± i� -A l- SO IL LOG #4 0 to 18 in. Dark brown gravelly loam 0" .to 5 in. dark brown loam 18 26 Dark grey medium sand test pit gets to In. 9 Y Shallower 5 to 21 in. red brown loam 26 t0 47 in. Strong reddish brown loam upslope 21 to 36 in.Yellow brown v f sandy loam-blocky 47 to in. yellow brown silt loam-weak blocky to 36 in.restrictive Anticipated water table n/a in. Anticipated water table n/a in. Roots to 50" inches Roots to 30 inches Health Dept mments Health Dept, o nt Q'' t/?'l,,ort,0 -2( 52..SOIL LOG #5 SOIL LOG #6 64A ` ir to in. to in. to in. to in. to in. to in. to in. to in. Anticipated water table in. Anticipated water table in. Roots to inches Roots to inches Health Dept.Comments Health Dept. Comments H:UNFOHLTH\SOIL.FRM 1/0Q Page 1 of 6;HillNentura; • Parcel#502 071 002 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 SHERIDAN ST..PORT TOWNSEND,WA 98368.(360) 379-4450 �w�ja°+ .•f SOIL EVALUATION 51 44 ''y�,r•• Suzanne L Marlin PROPERTY OWNER James Hill&Dianne Ventura 217113 SYSTEM DESIGNER Suzanne Martin LEGAL DESCRIPTION: Section 7 Township 25N Range 2W Parcel # 502 071 002 Subdivision Name Division Block Lot(s) Date Logged: 2 May &4 August 2012 Logged By: Suzanne Martin Include soil textural characteristics and the depths at which significant changes occur. Be sure to Include depth where mottling or impermeable layers occur. SOIL LOG #1 SOIL LOG #2 0 to 3 in Dark brown loam 0 to 11 in.Dark brown loam ,;3 to 11 in.Red brown loam 11 t0 23 in.Reddish brown loam weak blocky 11 to 24" in.Yellow brown sandy loam ��> • 23 to 35 in.Yellow brown v f sandy loam-blocky to 24" in.restrictive t0 35 in. restrictive Anticipated water table n/a in. A u G o 20 2 Anticipated water table n/a in. Roots to 29 inches Jefferson LOi1P-y Roots to 35 inches Health Dept. Comments I:_.wt fit fth Health Dept. Comments SOIL LOG #3 SOIL LOG #4 0 to 18 in. Dark brown gravelly loam 0" t0 5 In. dark brown loam 18 to 26 in. Dark grey medium sand test pit gets 5 to 21 in, red brown loam shallower 26 t0 47 in. Strong reddish brown loam upslope 21 to 36 in.Yellow brown v f sandy loam-blocky 47 to in. yellow brown silt loam-weak blocky to 36 in.restrictive Anticipated water table n/a in. Anticipated water table n/a in. Roots to 50" inches Roots to 30 inches Health Dept. Comments Health Dept. Comments SOIL LOG #5 post hole/back filled SOIL LOG#6 post hole/back filled 0 to 2 in.dark brown loam 0 t0 4 in.dark brown loam 2 to 36 in.red brown gravelly sandy loam 4 to 21 in.Red brown loam 36 to 49+ in.Red brown gravelly loam 21 to 30 in.dark yellow brown loam to in. 30 to 38 in.Yellow brown loam Anticipated water table n/a in. Anticipated water table 46 in. 38-47 It yellow Roots to 36 inches Roots to 43" inches brown loam with Health Dept. Comments Health Dept. Comments some faint mottles @47"distinct H:VNFOHLTHISOIL.FRM1/00 mottles Page 5 of 6;HillNentura; Parcel#502 071 002 • Effluent Pumps Or Incorporated 1-800-348-9843 100 __ _. ' Effluent Pumps - P> _ g r PEF, PKP Series .� I I 1/3 hp to l-1/2 hp • • 80 ' , 1 . , • 70 i lii e ..«.._, ,.a ...,...,,�.�,�...e...wL .__.. w.�.,.„m"— ; t so © iii 75 IH i la to 50 al g. I? I~ ! • • gm 40 , . . 'i , 1 I - i 3 . . _._..�____�. __ .�. _.._...- _. .._.... .........effluent pump ...._... I to draiiifield 1 30 .411111111#. -------.4911.1r4,4=‘44117d , 25'of head -..,� i_ . i . _ • PEF 331 0 MIMI 0 10 20 32 gpm ., l 90 60 70 80 90 Net Discharge,gpm NDW-PC-PEF-1 Rev.5.0,0 9/04 Page 1 of 1 Site Area: ±16.6 ac. `\, Area Soils: Hoodsport-Grove very gravelly sandy loam,0-30%slope \. Purpose of Permit Application: \ 1- Existing drainfield was backing up. Further exploration of the drainfield revealed that the gravel had significant biomat and 9 \ 9 there was a potentially non-permitted repair prior to this application. N 1 ,_ \ 2- The existing 2 bedroom home shall be connected to the proposed drainfield. 3- There is a currently unplumbed structure on the site that t • = �\ may eventually turned into an ADU. Expanding the drainfield to 0 )00, 200, jr,, , "^. legend allow for an additional dwelling at this time is cost effective and V t":1 a— ex.buildings that are or may be plumbed will facilitate future permitting on the dwelling. 0111111111111111111 s , , topo lines(from JCDCD) e IIIIIIIIIIIIIIIII \ monitoring port SCALE 1"--100 FEET Q /1` . • clean out setback lines Design Parameters Jeff,. drainfleld protection zone& This system is designed to process 360 gallons of =._��,¢ ',,r,>,, 5 property p ical residential strength sewage per day with '6'1114" /-:, '' v \` ex.access road ine setback in quent peak flows of 480 gallons/day. Extended "1 .,;i't,`) \ Flats set tlevel to test pits Q Legend flows above 360 gallons/day or at waste strength above .y Tank Abandonment Notes: Soil to �' 0 Proposed OSS Components param tern,may cause system failure. J ''/ : 1 Have tank pumped by JCPH approved septic• Septic nk effluet design waste strength parameters pumper. WSDOH Washington State Department of Health \ (maxima levels): �`•o �\ 2- Puncture bottom of tank to be sure that it does not JCHD Jefferson County Health Department `\ -CBOD5: 5 mg/I DE51GN hold water. OSS On-site Sewage Disposal System -TSS: 80 m M; IcJp05A�. CBOD Carbonaceous Biochemical \ -O&G: 20 /1 , - sj GE D CttOt1 3- Remove lid and fill tank void cmpletely with soil. Ved for Cons 4-4- Tank abandonment certification form must be filled Oxygen Demand \ �' C TSS Total Suspended Solids ` 'p13 out by installer. \.\ ` 0&G Fats,Oils&Grease There is a egression between r,� ' Date All abandonment must meet JCPH requirements. z\ the well an the spigot. This °a \ appears to the water line.• o e`.//:// ex.currently 1z' \ unplumbed structure +29.=v> \ e ba 0 \ .`` • OSS Installation Notes: uckabush River // j , 1- Installation in dry season recommended. v \ -location from Coun / ` a \ �p ., ,,. 2 Installer may adjust the drainfield according to contour. Website .- x , 3- Install two,minirfium 1000 gallon 2 compartment,water-tight septic tanks with filter installed in the outlet l;; .\ s----- ±sewer line if cond \ septic tank is added and fracture (19'min>, \ baffles. Access risersito the surface are required and must remain unencumbered. The tank that may be installed \ is plumbed-Must be doubt sleeved f' walk at the unplumbed stn(cture must protected from vehicular traffic. All tightlines in areas that may be driven on must \ in any areas that may be driven or t be double sleeved. J \ — added on i 1.:„., ? s\ 4- Install min 1150 gallon single compartment,pump tank with screened or shrouded effluent pump capable of •\ ,� 35 gpm @ 25ft ofkiead. Access risers to the surface are required and must remained unencumbered. \ i l ,µ 5- Install 480•k�pd Pressure Distribution system. Construction shall conform to JCHD&state regulations&any \ ; ex:Deck _ \� other appiicable•4olicies. Clean-outs and monitoring ports must be installed at distal ends of each lateral. 6- Only holr§ehold wastewater in the drainfield ` =x.two bedroo "100 \ 7- Direct all drainage away from drainfield&oss components. r~ \t?J' single family r idance 8- Establish vegetative cover as soon as y SL-5 9 Y e9 possible after installation,to minimize erosion potential and enhance \ 0 O +� 0 i° �. evapotranspkation. •` 150 150'setback lin , ir„ \ 9- All water system components must maintain a minimum 10 feet from all on-site sewage disposal system \ x r x �., 1 '� sr component. i \ `` 284 1 J • �,, — .� APP .vet J Con )4tiii,/ t 150 :rt. t Pro•osedO` ComF.nent s I�� " J ,'" 1 14.4 gallon tic tanl‘ �C��e { r �. 2 12 min gum,tank 1. 3 4808 Intermi =nt san ilte *3 8 7 August 2012 \ 4 Header ee de='i sheet 2\ t2 1 f 150'setback liner fish abitat stream j\` l \5 480gpd p sure tribution w , \grainfield -bail• n from county \ rnr. websi Q 480 gpd rese dreinfieid area J ®r \ it\ ( _ J ` .' lira \_. \ .% ` ' �^+, OSS System Overall Sheet \ 1. t s _ Susanna Mi,r� r James Hill&Dianne Ventura ij .:. o .:.:+. t .to:y' 2571 Duckabush Road-Brinnon i ! \ Parcel 071 002 j \ S 7;Twp 25N; R2Wwm ;, 50' t ( ) \ "s N88°57'16"W j 1110.16' - 6 9 i -_ 113-58;Sheet 1 of 2 i i • Effluent header detail(typical) not to seals tee access box ex. currently unplumbed structure ° : �l•�11lllli1>�� = effluent from a b � t �t1 1 Yi 0 ball valve I effluent to laterals 0 30' 60' -•'b .I 11.1111.111 =NMI 1.111111111111 =MEM Ilik 04 b '''.": 0 # ir lak • 6 SCALE 1"=30 FEET second septic tank • . s a - . . . :. �, for potential ADU M� ♦• �- • ex. spigot f ,.o pump Q q/� .1-, a EQF2 Tank Abandonment Notes: (10`min.) ®' ' c'i,e, `? 'z 1- Have tank pumped by JCPH approved septic pumper. '.!V Puncture bottom of tank to be sure that it does not ±sewer line if second 'k 44 ,y4.. d water. septic tank is added and structure tex. well 1='±i) Remove lid and fill tank void cmpletely with soil. is plumbed-Must be double sleeved 100 4 Tank abandonment certification form must be filled out In any areas that may be driven or by installer. parked on , All abandonment must meet JCPH requirements. a.. A a; ex. drive & parking E�F J 50 Monitoring Port, typical , v.;: f R see detail this sheet f ,, :• s '': Clean-out, typical / ,� :":',i ',1":4--;', „,;', .. see detail this sheet Wt, SL-6 '; y - -nce 267lf pressure distribution ,�'` `- "r •c ,/ > 5{�►1. D system. lay out on contour SLAG \ ' ' 1r .<`� SEWAGE ti s �. • • •���`\ septic tank �`�✓"• ' ppp� \•��`�. �'� `, for ex, home ■ Dade Clean-out&Monitoring Port �,� \\\.. �` �� - ,. septic „� \\\ \\ ,` ``. us •• 4!�' .1 be abandon r' Not To Plan Not To Scale 'I \:' ,.„ \`,,, ti\1.\` `\`�,`,,S L-5 see n• - 7 August 2012 SL 2 , \, \ crew cap fitting +�. • �1\\ ,\ , '�',\-, access port p 9 � ; 1;., \ \. \Z _Finish Grade ,.' ' l ', tit \'1;�`\ vs. •ump tank screw ca• fittin• r 4"Monitorin Port '++ /...,._. reserve area :�\ \\\ �,. ♦ pump on±267' i�� g + �. :#1790 sf �® ., 6"pvc to gravel in ' 5, ,, \\`� t311f transport I Suzannet.MaNn r4 x, . c 3. ... ,N+M i) P:11• w Lateral ex-Drainfield Trench , ._,- a t ` / SL-1 Effluent header orifice shield or orifices @6:00 manifold-see detail \ , this sheet-riser required `\V OSS System Detail Sheet James Hill&Dianne Ventura 2571 Duckabush Road-Brinnon Parcel#502 071 002 Sheet 2 of 2