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HomeMy WebLinkAboutSWG2026-00161 - SWG Application / Design - 5/20/2026 MASON COUNTY 415 N 6TH STREET,SHELTON,97 ,WA 98584 • SHELTON:360-427-9670,EXT 400 BELFAIR:360-275-4467,EXT 400 Public Health & Human Services ELMA:360-482-5269,EXT 400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2026-00161 APPLICANT Acme Septic Design Phone: 3606988488 Address: P.O. Box 2954 Silverdale,WA 893 OWNER BLAHOUS THOMAS C& ROBIN BROCK Phone: Address: 22711 N DEER DR WOODWAY, WA 98020-6120 SEPTIC DESIGNER ROD LEFT* Phone: 360-698-8488 Address: PO BOX 2954 SILVERDALE, WA 98383 Site Address: 6761 NE North Shore Rd Primary Parcel Number: 222095300007 Permit Description: Repair: SFR 2-bedroom pressure system with bottomless sandfilter and designated reserve drainfield area Permit Submitted Date: 05/20/2026 Permit Issued Date: 06/03/2026 Issued By: David Anderson Current Permit Fees Paid: $845.00 (additional fees may be required upon installation of system). Permit Expiration Date: 05/28/2027 (based on date of inspection) Permit Conditions: I Approval of this septic permit does not approve the building location. Building location is subject to approval from all applicable departments and regulations. 2 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. 3 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 4 Drain field installation not to exceed designed upslope and downslope depth specified on design form. 5 Installer is responsible for obtaining Mason County installation approval prior to backfill of system components. 6 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to backfill of system components. 7 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for final installation approval. THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS. PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING AND MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS. THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED AND DESIGN APPROVED. FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES. For Final Inspection visit: masoncountywa.gov/health/environmental/onsiteloss-inspection-request.php or call: 360-427-9670, extension 400. I OFFICIAL USE ONLY MASON COUNTY DATE RE ✓)1/1•�J1� • _IV CEIVED: D r f^ I ^ ^ C > AMOUNTRECENED: RE C(EIVJE`D•DY: Public Health & Human Services Ll C)VQ � v N Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 ��� ^ � _ 415 N.6th Street-Shelton,WA 98584 ODi I n r O 0 `C ` z In ON-SITE SEWAGE SYSTEM APPLICATION APPLICANT PHONE Eil r JCM Construction pi 360-355-7024 z C MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE 2358 NE Meadowlark Cir Bremerton WA 98311 m SITE ADDRESS-STREET,CITY,ZIP CODE 6761 NE North Shore Rd ' y Belfair WA 98528 I NAME OF DESIGNER PHONE Rod Left � 360-698-8488 NAME OF INSTALLER PHONE D N © I O PERMIT TYPE(select one) G WATER SOURCE O O RESIDENTIAL OSS COMMUNITY OSS ®COMMERCIAL OSS El PRIVATE INDIVIDUAL WELL 51 PRIVATE TWO-PARTY WELL z I TYPE OF WORK(select one) ®PUBLIC WATER SYSTEM Clifton Pebble Beach ®NEW CONSTRUCTION/UPGRADES ®REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE X REPAIR SUBMITTALS ❑ SURFACING SEWAGE ❑ EXISTING FAILURE ❑SHORELINE I LYLDESIGN FORM(REQUIRED) ISEPTIC DESIGN(REQUIRED) BEDROOMS I LOT SIZE I WAS LOT CREATED AFTER 4/1120267 O I 151 WAIVER(S)(IF APPLICABLE) 2 0.9 acreS ❑ YES ❑,/ NO CIO DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) I I 0 Ito --I Io SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I -4 OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURE SOURCE(for reporting purposes) ❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑HOME SALE ❑COMPLAINT ❑OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS 3-36 EelCog5 (Type,1) h j0i . TfL:0--Il`' Ameolf -Frll II-l3 ' (716 22-77" %(c4 10 bates ttt): o -i1 " S fr1l II-30`` c Lr5 30'3 ` 4UoS 4v RECORD DRAWING AND INSTALLATION REPORT SOIL CODES: V=VERY G=GRAVELLY S=SAND L=LOAM SI=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FORFINALAPPROVAL. INSPEC R IGNATURE DATE APPLICATION EXPIRATION DATE APPLIC PROVED/ISSUED BY DATE S Z ?c12 Cl 0 THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:4/14/2025 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2 2 2 0 9 5 3 0 0 0 0 7 A design will be reviewed when 3 copies of each of the following are submitted: Completed design form that has been signed and dated. Scaled layout sketch,including all applicable items on checklist. "Scaled plot plan,including all applicable items on checklist. Cross-section sketch,including all applicable items on checklist. This form maybe scanned and available for public view on the Mason County Web site.Maximum paper size: 11"X17" Permit Number: SWG al0al� ' (p( Designer's Name: Rod Left Applicant's Name: JCM Construction Designer's Phone Number: 360-698-8488 Mailing Address: 2358 NE Meadowlark Cir Designer's Address: PO Box 2954 Bremerton WA 98311 City State Zip Skty EADAI,E WA 98383 City State Zip Designer's Email' info@acmeseptic.cbm Treatment Device J ❑Glendon ❑Sand Filter ❑Mound O Sand Lined Drainfield ❑Recirrccu1ating Filte ❑ATU N Other Bottomless Sand Filter Li Treatment Level(check all that apply): ❑A Y!B ®C ❑BLl LrJ BL2 1 L3 CAE ❑N Drainfield Type ❑Gravity i 'Pressure O Trench Bed O Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 2 Schedule/Class t 0 Daily Flow:Operating Capacity %0 ' gpd Length 38 ft Daily Flow:Design Flow 240 " gpd Diameter I in Septic Tank Capacity(working) 0 0 " gal Number 5 Receiving Soil Type(1-6) 4 Separation 2 ft Receiving Soil Appl.Rate 0.6 - gpd/ft2 Orifices Required Primary Area 400 ft Total Number of Orifices Designed Primary Area 400 ft2 Diameter 1/8 in Designed Reserve Area 400 - ft2 Spacing 24 in. Trench/Bed Width 10 ft Manifold Trench/Bed Length 40 - ft Schedule/Class 40 Elevation Measurements Length 17 ft Original Drainfield Area Slope 0 % Diameter 1,3'5 in New Slope,If Altered 0 e/a Preferred manifold configuration used? l 'Yes ❑No Depth of Excavation Up-slope ''8s. ('?' in Transport Pipe from Original Grade Down-slope -8— (' �Q in Schedule/Class 40 Designed Vertical Separation 18 in Length %4 ft Gravel-based Drainfield Required? ❑Yes No Diameter 2 in Pump Required? RfYes ❑No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 12 Dif.in Elevation Between Pump&Uppermost Orifice 6 ft Dose quantity 20 gal Drainfield Squirt Height/Selected Residual(head) 5 ft Chamber Capacity(flood) ' 'l SOp gal Uppermost Orifice l'Higher ❑Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head . gpm 5f Timer R1 Elapse Meter ' Event Counter Calculated Total Pressure Head q 1 ft If Timer: Pump on Sep ,Pump off 2 hr Comments Revised:6/11/2025 DESIGN FORM—PAGE TWO Assessor's Parcel Number:1 2 2 0 9 5 3 0 0 0 0 7 Permit Number: SWG a D.Co— OO( 1e DESIGN CHECKLISTS; Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch if Test hole locations ES Drainfield orientation and layout Reference depth from original grade: It Soil logs Elf Trench/bed dimensions and ES Septic tank {S Property lines critical distances within layout V( Drainfield cover VS Existing and proposed wells 4f D-Box/Valve box locations Reference depth from original grade within 100 ft of property VS Septic tank/pump chamber and restrictive strata: Measurements to cuts,banks,and locations VS Laterals,trench bed,top and surface water and critical areas Observation port location bottom ❑ Location and orientation of W( Clean-out location ❑ Curtain drain collector curtain drain and all absorption if Manifold placement O Sand augmentation components Orifice placement Other cross-section detail: VS Location and dimension of id Lateral placement with distance ES Observation ports/clean-outs primary system and reserve area to edge of bed Buildings VS Other Information D� Audible/visual alarm referenced Yes No ❑ Direction of slope indicator Scale of drawing shown on scale O ii Design staked out DJ Waterlines bar O VSRecorded Notices attached id Roads,easements,driveways, 7 Elevation benchmark and relative O VSWaiver(s)attached parking elevations of system components VS O Pump curve attached if North arrow and scale drawing O VSEvaluation of failure shown on scale bar Non-residential justification ❑ ESWaste strength ❑ yFlow Y - DESIGN APPROVAL The undersigned designer must be notified by ins Iler at times installation Eyes ❑ No Signa re o`Designer Date The undersigned has reviewed this design on behalf of Mason County Public Health and determined'itifl5e in compliance with state and local on-site regulations:L- ^ 6 11/Zo z( �gsoTcoo ✓U�o,? Environmental Health Specialist Date 4'?)'n,� NN ®26 CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONI7IVIO'1 wTq� ✓ The design is stamped"Approved"by Mason County Public Health. t4Z,;y ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: 5/i '/ioz7 ✓ Drainfield site conditions have not been altered to adversely affect conditions of design approval. Please Note: The system must be installed by a certified installer, unless prior authorization is obtained from Mason County Public Health. An Installation Fee is required. This form may be scanned and available for public view on the Mason County Web site. Revised:6/11/2025 • 'Pump Selection for a Pressurized System -Single Family Residence Project JCM CONSTRUCTION/22209-53-00007 Parameters DisdagePssarLl/S¢a 200 .. — 160 TraspartLagir 84 feet TpatPipeCbass 40 Trat5pertLim&ze 200 id>Es D'shbrErgV*WaW Nom 140 r <E1evafarut 5 fad Maifddlagh 17 fed MaitPfpeCiass 40 MaMppa ze 125 tidies Nurbadlab2ispa-CI 5 120 • Latra 1agh 40 feet LainfpS eCiass 40 LataaiP�eSze 1.00 indm OrifceS¢e 1A harps m orifcespedrg 2 fit y 100 Reski Head 5 fad x FbWet r Na hares 'Pdda1Fr 3iLosse; 0 fad .p" Cu Calculations80 MFrimmFbwR�epaOri&oe 043 gm NurbacfOdrossperZare 105 TbWFbwRabperZa 462 gm O PFs005 Nurbe•dLadaisperZa 5 •2 60 %FbNDil<eaifa 1st.astOr5 a 63 % F Traspat 4.4 Frictional Head Losses 40 Lcssftm@hDisdage 4.3 w LossinTrau t 29 feet — — — — — -- — — --- — - Ltsshou rValre 0.0 fast T LmsinMaibd 12 fad lrssinits Q7 feet 20 LasshaMFbnm ter OA feet ?ddafFriL ses QO fad Pipe Volumes 0 VddrrarsportUre 14.6 gals 0 10 20 30 40 50 60 70 80. VddMaifdd 1.3 gals Net Discharge(gpm) VddL2k�2ispPlzme 89 gals TddVdu'e 24.9 Is Minimum Pump Requirements PumpData Legend DesglFbwRai3 462 gn PF5005H1MHeadEJfuatPurp Sysl3nCuve — TotaiDyrerriCHeed 19.1 fed 50GPM,1/1HP 11E JV1ID60Hza70'23W3id60Hz PUrpCuva — PurpOpirrd Rage — OpaafngPdrt O DSO LcEoN;R cEXPIRES 121151 Owneo Sy5telfla J//A P rw .e MgSo�coU�N ® 2626 FNVIRO -®J4-��FNTq(yFglTy Mason County WA GIS Web Map \t 22 09540Jf09 frr:F+ �� 2220951000 222093'100010 220900600 ./ 222095300002 222093100020 l` /,/� - r_f✓'`.. 1 6721 NE NORTH HORE RE 6741 NE 20918 00005 RE RD / 0. •r���r2�2900600 ti •c� > 6731.NE NORTH SHORE RD ��,r^ 209830000 2091�0b`�19t1 j/,{ VV 43/NE NORTH SHORE RD • 6791 NE NORTH SHORE RD 6761 kE NORTH SH E RD \22209s000902 \ \\ .222095300006 6793-NE NORTH SHORE RD ,,snare npnn 6781 NE'NORTH SHO E RD 20 953 00 00 • 222095300010 2095 0901 f t 22Za95300007.` IY' { 6821 NEiNORTH SHOREIRD22095300012 • 14 ` 6797 NE NORTH SHORE RD }y7"I s a 5/20/2026, 1:54:45 PM 1:765 0 0.01 0.01 0.02 ml County Boundary JUra a, ' �,0 0.01 0.02 0.04 km ® No Filled SAS®NCOIy• � Site Address (Zoom in to 1:3,000) OJ4 NMFNTAJ sources:Earl.HERE,Garmin,Intermap,Increment P Corp.,GEBCO,USGS, �/F41Q%O,NPS,NRCAN,GeoBase, IGN, Kadaster NL,Ordnance Survey, Earl O Tax Parcels (Zoom in to 1:30,000) fp�ian,METI,Esri Chlna(Hong Kong).(c)OpenStreetMap contributors,and r the GIS User Community Mason County WA GIS Web Map Application •.____e._.._�.�,__,_:____�...�...._n..,.:::,.....N.....1:......1.....1..U..i..4.....,II..kI I...I .-.m from roliannn nn it I,t, l/u.,w,meenn,.n,:nh,we nnu1,nenlermnr nhn 0' 5'10' 20' 30' 50' 75' 100' SCALE (FEET) 100' TO WELL EXISTING 50' ASSUMED TANK&DRAINFIELD WATER LINE ACCORDING TO OWNER 1 51 TO WELL 151 LOCATION 10 5 730.00' " EXISTING -n= SHED SHE OFFICE TW/ H wet w°ter water FULL BATH Cn• ©.: �� .. v .EXISTING • EXISTING �'oD DIVEWAY'e s O: isa,•.. -:. ,"--2-BR HOUSE -J 1 EXISTING d �UtlGt es ..I. Utilities- +• •�� WELL '• � — v _ e O •j 'O �° 100%..Z th RESERVE ow 1 ---� ---------, PRIMARY DRAINFIELD 728.00' +5'EL -0'BENCHMARK I 8 RECORDS SHOW EXISTING TANK&OSS SOIL LOG#1: _^� w SOIL TYPE:4 0"-30": LIGHT BROWN TO REDDISH BROWN LOAMY SAND �'�S ✓(� a� 30"+: PEA GRAVEL-SOIL TYPE I OTCOU , to � o T' �+ LICENS D DESIGNER N,rF Z®�U EXPIRES 72195/ SOIL LOG#2: SOIL TYPE:4 BROWN LOAMY SAND REDDISH �4�Ty 26"+: PEA GRAVEL-SOIL TYPE I USE SJE RHOMBUS PANEL MODEL TDW914H4D8AC21E EXISTING TANKS AND DRAINFIELDS TO BE ABANDONED TO CODE OR IFS11W114H4AE'3AC17J AND FLOATS, SOIL LOG#3: T/"-//S O SUR/S NT A V8 Y. R ERY ALL POPT L/NES/BOUNOA/ /ES HAVE WATER LINE DISCLAIMER: PROPERTY OWNER NOTE: SOIL TYPE:4 BEEN DEMONSTRATED BY THE OWNERS) AND/OR 71-18/F? AGENT(S). IF WATER LINE RESIDES WITHIN PROPOSED DRAINFIELDS A design.ND/ORl)y review ALL aspects ofthls septic Q"-26": LIGHT BROWN TO REDDISH ANY costs Incurred due to changes to INSTALLER MUST VERIFY THAT WATER LINE LOCATION AT TIME OF INSTALL MEETS ALL CC)DES/S E- 8A NEEDS TO BE RELOCATED FOR ANY REASON HOMEOWNER this design after submission to the County Healthy Department BROWN LOAMY SAND '-1-r IS THE RESPONSIBILITY OF OWNER/REPRESENTING AGENT TO PROVIC)E TO ACME IN WRITING CONSUMESALLFINANCIALRESPONSIBILITY ale the sole responsibility of the property owner. 26"+: PEA GRAVEL-SOIL TYPE 1 ANY ANC) ALL INFORMATION PERTINENT TO THE C)E\/ELO PM ENT OF SEPTIC FEASIBILITY ANC)/OR I\il E [:) E S I (. tsj O MENSIONS•UEASEMENTS BU/FFHRS ANC) SET AC KS 86(3 LII EEC) BYY QC)'I8 NG OR REGULAT NG 6N11 i s s LEGEND DRY WEATHER INSTALLATION ANC) SITE PREP REQUI RFC)" PROTECT PRIMARY ANC) RESERVE C)RAI NFI ELC)AREAS FROM ANY VEHICLE TRAFFIC- =SOIL LOG •' NO FOUNC)ATION SPOILS OR BURNING ON C)RAINFIELC)AREAS. -•-• = NO BUILD ZONE DUE TO UNFORESEEN WATER TABLES, A CURTAIN C)RAIN MAY BE REQUIRED" =CLEARING LIMITS DATE- 20 MAY 2026 p C)EPEN G U M M C)I N UPON FINAL ELE\/ATI ONS, A PP AY QU P BE RE I EEC)- r„' =LOW AREAS P.O. BOX 2954 DIRECT ALL C)OWNS PC)UT/SURFACE WATER AWAY FROM C)EAI NFISLC) AREAS" _ IF C)F LATERALS OR M ODULES ARE C)SFlCTEC), THEY ARE APPROXIMATE AND MAY VARY, O =TREES- 12" ID IA NAME- JCM CONSTRUCTION SILVERDALE, WA. PROVIDED THEY REMAIN IN THE DELI NEATEC) C)F AREA. 98383 - ALL WELLS WITHIN 100 FEET OF PROP- BC)UNC)ARI ES HAVE BEEN SHOWN (200' FOR CLASS-B WAIVER)- O =CLEAN OUT EXCEPT FOR THE DISPERSAL COMPONENT• ALL SEPTIC COMPONENTS MUST BE WATERTIGHT TO SURFACE_. TAX I D- 22209-53-00007 WATER LINE MUST BE A MINIMUM OF 1 0' FROM ANY SEPTIC COMPONENT" ZQ =1500-GAL SEPTIC TANK MAINTAIN A MINIMUM SO' SETBACK C)OWNS LC)PE OF 1-PITS. MINIMUM OF 10 SETBACK UPS LO PE OF I-PITs_ O = 1500-GAL PUMP TANK STREET- 6761 NE NORTH SHORE RD Q QQ SEED AND MULCH FINAL ORAINFIELO COVER IMMEDIATELY UPON COMPLETION- TEL, 360-698-$488 DEPENDING ON THE TYPE OF ATU USEC)• A TRASH TRAP MAY BE REQUIRED. ® =SPLITTER _ •' LATERALS MAY BE NO CLOSER THAN S' ON CENTER (MAY C)I PFEE WITH BEDS)- SCALE: 11I=301 SITE PLAN INF0@CMESEPTIC.00M IF WATER ANC) SEWER LINES CROSS, THEY MUST BE CONSTRUCTED IAW STATE 8. 0OUNTY CODE. • © =EXISTING SEPTIC TANK ACME DESIGN DATE- 20 MAY 2026 P.0.BOX 2954 To107 NAME- JCM CONSTRUCTION SILVERDALE,WA. 98383 TAX ID- 22209-53-00007 0's ro zo' so so 7s' Too• MSS eo rmxeaP9Da rEw STREET- 6761 NE NORTH SHORE RD TEL.350.698-8488 TO WELL 15, 'iT AeeoBDwaTo arre+ere 10' SCALE:1"=60' 51TE PLAN INF0@ACMESEPi1C.00M SCALE(FEET) 730.00 1= ; a--Q=: ,yf�� r•-•6'.•: V SHED OFFICE WI _ N2 O d..,. .. ..-,..�...Y _ "6�lSTU1G exlynrq 1 / EXISTING 7r. .:. ^..c....`. ... :'1o8-NEWAY:.:.•:;'•:1'' zaBxousE WELL . .. _ _ w' - --- - - --------- ---- D�s n 2 o •Sfl. RBENO1YMx 72S.00' - pECORD"ao E%14N1D TAh%•099 'U C N ® 37026 OUN7YEN JA OIVMENTAL HE AL w y L� N L CIINs b9810 9R XPIi t 1 t i51� ACME DESIGN 10' X 40' BOTTOMLESS SANDFILTER DATE- 20 MAY 2026 P.O. BOX 2954 NAME- JCM CONSTRUCTION SILVERDALE, WA. ' : y 98383 TAX I D- 22209-53-00007 TEL. 360-698-8488 ° RI �[: t FINISHED GRADE monitoring ports STREET- 6761 NE NORTH SHORE RD uceNsc Desic�NeR INF0@ ACMESEPTIC.COM ss 12«61 RENCH CONSTRUCTION P FILE a� PERCENT SLOPE IN PRIMARY: 0 % 12" INFILTRATOR OR GRAVEL BED AND DISTRIBUTION LATERALS a MAXIMUM TRENCH DEPTH: 17 Inches (DOWNSLOPE SIDE MEASUREMENTS) VERTICAL SEPARATION: 18 Inches 10 '________ BED WIDTH: 120 Inches 18" VERTICAL SEPARATION ADDITIONAL COVER REQUIRED: 0 Inches RESTRICTIVE LAYER ORIFICE SPACING 24 " 40' 12" INSET FROM SIDEWALLS 12" INSET SPLITT 1 " PVC LATERAL MONITORING PORTS 10� 30 MIL PVC LINER MONITORING PORTS--►0 TRAN PORT LINpppppOppppppcpppppppppOOp ORIFICES ON 2' CENTERS AT 12 O'CLOCK WITH ORIFICE SHIELDS 4" MONITORING PORT & BLOW OUT 4" MONITORING PORT 4" MINIMUM, CONCRETE BOX 6 TO 12 INCHES LOAMY SOIL �� BACKFILL TO TOP OF BOX 30 MIL PVC LINE BACKFILL 12" INFILTRATOR OR GRAVEL BED AND DISTRIBUTION LATERALS 36" NATIVE GRADE NAT VE GRADE t24 24" APPROVED SAND FILTER MEDIA 6 INCHES INTO NATIVE SOI L 17 INCHES FROM SURFACE 18" VERTICAL SEPARATION FIRST 11 INCHES IS FILL RESTRICTIVE LAYER JUN 032026 3 2626 MASON c VIR0N WJq NFNTAL HEALTH 1.500-GALLON CONCRETE PUMP CHAMBER CROSS SECTION PUMP TANK SETUP IS AN EXAMPLE ONLY. PVC Splice Box ACTUAL TANK SETUP MAY VARY, w�nconiGrips DEPENDING ON PUMP AND TANK MANUFACTURER, FleelglassGasketedLidwith PRESSURE MANIFOLD DETAIL StairVess Steel Bolls BOTTOM OF MANIFOLD RISER BOX InspectioaAoess 24"RISER PVCRIserwMGtanmet(s) TO BE LINED W/GRAVEL AND WIRE MESH SlopaGmund 24'Riserand Lid fond to tankadapterwfil Away from Riser �(atgloundsudaa) reTnmmendedadhesive) 1 1/4"SCH 40 DischgeAssem* PVC FEEDER LINES CHECKVALVE TO DRAINFIELD DOrldUdlO + Tank Adapter Conhol Panel Q Effluent Discharge . (astorbolted) coMu_Seal Ildet TankAdapter(astorbdted) �.oD 1 1/4"BALL VALVES fib' O O O O IRRIGATION TURF BOX OR RISER WITH SECURABLE LID CheckVaive(opkaQ RoatAssembly VtBddag Float Redundant Off Float TU5 TRANSPORT LINE2"SCH 40 E E Effluent PumpPump / ✓ FROM PUMP TANK^ 2 ESI UCENS D . FT ER EXFFiRER a9As o JUN 0 3 NOT TO SCALE ONC �Nn,�NV/R ?®26 JA GENERAL CONSTRUCTION NOTES: Cj O N S 1 R V C 1 I O N N O T E S 1,500-GALLON CONCRETE SEPTIC TANK CROSS-SECTION 1.ACME DESIGN CO.HAS ATTEMPTED TO SHOWALL EXISTING UNDERGROUND UTIUTIES, SEPTIC SYSTEMS.AND SUBSTRUCTURES.APPEARANCE ON THESE PLANS,HOWEVER, 30.00 GALLONS PER INCH IS NOT GUARANTEE THESE UTIUTIES E RUCCOMPLETENESSINS OF TINSE TALLER DR EXISTENCE OF THESE S NECESSARY SUBSTRUCTURES.THE INSTALLER IS REQUIRED TO INSPECTION TAKE ALL PRECAUTIONARY STEPS NECESSARY TO LOCATE AND PROTECT ALL EXISTING SEPTIC SYSTEM CONSTRUCTION NOTES: 24"RISER INSPECTION UTIUTIES AND SUBSTRUCTURES,WHETHER SHOWN OR NOT.PRIOR TO EXCAVATION IN ANY AREA. PORT 24"R SER PORT 1.NO HOUSE FOUNDATION SPOILS ARE TO BE PLACED ON THE DRAINFIELO AREAS. RISE 2.TIT E ATTACHED SEPTIC DESIGN PURPORTTO SHOW ALL EASEMENTS OR ENCROACHMENTS.IF ANY.ACME RISE DESIGN CO.RECOMMENDS THAT PROPERTY UNES BE LOCATED OR SURVEYED 2.NO VEHICULAR TRAFFIC IS ALLOWED ON THE DRAINFIELD AREAS AT ANY TIME PRIORTO SYSTEM INSTALLATION.ALL PROPERTY LINES HAVE BEEN DEMONSTRATED 3.NO BURNING ON ANY DRAINFIELD AREA - - - - BY THE PROPERTY OWNERIAGENT.ACME DESIGN CO.IS NOT RESPONSIBLE FOR _ - - ERRORS ARISING FROM MEASUREMENTS THAT ARE TAKEN FROM PROPERTY 4.NO CUTS GREATER THAN 4'FEET IN HEIGHT ARE ALLOWED WITH 50 FEET DOWN SLOPE OF ANY GRAINFIELD. LINES OR CORNERS THAT ARE INACCURATE. -'- EFFLUENT FILTER 3.ALL WORKMANSHIP AND MATERIALS USED FOR THE INSTALLATION OF THIS SEPTIC SYSTEM 5.NO FOOTING DRAINS ARE ALLOWED WITHIN 30 FEET DOWNSLOPE OF ANY GRAINFIELD AREA. - - - _' MUST MEET WASHINGTON STATE DEPARTMENT OF HEALTH AND COUNTY HEALTH DEPARTMENT CODE. 6.ALL DOWNSPOUTS/SURFACE WATER MUST BE DIRECTED AWAY FROM DRAINFIELDS. FROM HOUSE -.. ... ... ... ... ... ... .. ... ..,. '.-. ... .. .. 4'DE SYSTEM TMPRECONSTRUCINSTALLATION.MEETING SHALL BE HELD WITH THE DESIGNER PRIOR TO THE START OFTH 7.DUE TO UNFORSEEN WATER TABLES,A CURTAIN DRAIN MAY BE REQUIRED TO PROTECT THE DRAINFIELD AREAS. OUTLET TO LIMP TANK a.USE CAUTION TO NOT REMOVE SOILS WHEN CLEARING DRAINFIELD AREA.IT IS STRONGLY 5.SYSTEM COVER.ACME DESIGN CO.I SERESPONSIBLE FOR THE AS BUILT DRAWING AT THIS INSPECTION. RECOMMENDED THAT THE DRAINFIELD AREA BE CLEARED BY THE INSTALLER. 9,GRAVELANO PIPE ARE RECOMMENDED FOR THE DISPERSAL COMPONENT. HOWEVER.THE 6.A SMALUCRITICAL LOT INSPECTION AND LETTER OF APPROVAL ARE REQUIRED FOR LOTS SMALLER THAN USE OF GRAVELLESS CHAMBERS IS ACCEPTABLE. 12.500 SO FT IN SIZE,OR ANY LOTS WHERE RESTRICTIVE SITE CONDITIONS DICTATE.THE SMALUCRITICAL LOT INSPECTION WILL BE REQUIRED AT THE TIME OF FOUNDATION STAKING OR CONSTRUCTION. 10.SEED AND MULCH THE INSTALLED GRAINFIELD IMMEDIATELY UPON COMPLETION. 7.ACME DESIGN CO.SHALL BE NOTIFIED PRIOR TO DRAINFIELD INSTALLATION BETWEEN THE MONTHS OF 11.DEPENDING ON THE FINAL HOUSE ELEVATIONS,A PUMP MAY BE REQUIRED FOR OCTOBER AND APRIL FOR WET WEATHER INSTALLATION APPROVAL THE SEPTIC SYSTEM. 8.THE DESIGNER SHALL BE NOTIFIED A MINIMUM OF 5 BUSINESS DAYS IN ADVANCE OF ANY 12.EXCEPT FOR THE DISPERSAL COMPONENT,ALL COMPONENTS OF THE SEPTIC REQUIRED INSPECTIONS OF THE SYSTEM.PLEASE CONTACT ACME DESIGN CO.AT SYSTEM MUST BE WATERTIGHT TO THE SURFACE. 360.898.8488 TO SCHEDULE ALL MEETINGS AND INSPECTIONS. INLET TEE 9.LOCATIONS OF EXISTING UTIUTIES SHOWN ON THE SITE PLAN AREAS ACCURATE AS POSSIBLE. 13.ALL WATER UNES MUST BE A MINIMUM OF 10 FEET AWAY FROM THE INSTALLED DRAINFIELD. OUTLET TEE HOWEVER,THE INSTALLER IS FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF INSTAU.SR TO NOTATE FINAL WATER LINE LOCATION ON REDLINE AND PROVIDE TO DESIGNER. ALL EXISTING UTIUTIES.THE INSTALLER SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO SYSTEM INSTALLATION BY CALLING THE UNDERGROUND UTILITY LOCATE LINE.811. 14.WATER AND SEWAGE TRANSPORT LINE CROSSINGS MUST BE CONSTRUCTED IN ACCORDANCE WITH VISIT HITPJ!WNuV.CALL61I.COM FOR MORE INFORMATION. ALL CURRENT STATE AND COUNTY DEPARTMENT OF HEALTH CODES,REGULATIONS,AND POLICIES. 10. EROSION INFILTRATION EAOP EXISTING SHALL E TAKEN BY H STORMWATER DURING DRAINAGE IUTIES INSTALLER CONSTRUCTION 15.DRAINFIELD LATERALS MAY BE NO CLOSER THHAN 5'ON CENTER(BEDS MAY VARY). TO PREVENT AND ROADWAYS. II.IT SHALL BE THE RESPONSIBIUTY OF THE INSTALLER TO HAVE A COPY OF THIS APPROVED 1ST COMPARTMENT 2ND COMPARTMENT SEPTIC DESIGN ON THE CONSTRUCTION SITE DURING WORK HOURS. 12 ANY CHANGES TO THIS EA SEPTIC DESIGN SHALL BE REVIEWED AND APPROVED BY ACME DESIGN ACME DESIGN CO.AND THE COUNTY HEALTH DEPARTMENT. b. 13.PRIOR TO BACK ILL ALL.SEPTIC COMPONENTS SHALL BE INSPECTED AND APPROVED BY ACME DESIG•CO BEFORE ANY HEn,n DEPARTMENT INSPECTIONS TAKE PLACE. APPROVAL SHALL NOT RELIEVE THE INSTALLER OF THE RESPONSIBILITY TO :.• •' NOTIFY ACME DESIGN CO. CORRECT ANY DEFICIENCIES AND/OR FAILURES AS DETERMINED BY SUBSEQUENT DATE 20 MAY 2026 AND THE HEALTH DEPARTMENT FOR ALL REQUIRED INSPECTIONS.O - - DISCREPANCIES BETWEEN THE DESIGN,CALCULATIONS, P.O. BOX 2954 14.S IF THE INSTALLER ENCOUNTERS ANY SPECIFICATIONS.AND/OR EXISTING ATI3GC98.48ONS ENCOUNTERED.THE INSTALLER SHALL IMMEDIATELY CONSTRUCTION SILVERDALE, WA. NOTIFY ACME DESIGN CO.AT 380.898.6468. NAME- JCM 0 15.PRESCRIPTIVE FLOW CONTROL MEASURES(IF REQ'D)ARE TO BE DESIGNED BY UCENSED INDIVIDUALS 98383 •NOTE IAW WITH APPLICABLE STATE AND COUNTY CODES.THE DEPICTION OF I-PITS ON THIS SEPTIC DESIGN TAX I D- 22209-53-00007 IS FOR ILLUSTRATIVE PURPOSES ONLY,AND SHALL NOT BE CONSTRUED AS A FINAL SOLUTION SEPTIC TANK SETUP IS TYPICAL, FOR STORMWATER MANAGEMENT FOR THIS PARCEL AND MAY VARY DEPENDING 16.THE IHSTALLERSWLLN0TIFYTHEDESIGNERIMMEDIATELYF0LL0WINGINSTALIATI0N F0R INSPECTION(5).THEINSTALLER STREET- 6761 NE NORTH SHORE RD TEL. 360-698-8488 ON SITE REQUIREMENTS AND MANUFACTURER ISSTAP.LERTOV RI}Y:.SSEBETGSSBYPER ORMING 0RAWPIWTI.RUNTIMMm lSS0IJRTTESTETESTRESU TS o.BE1PR INFO ta�4CMESEPTIC.COM INS TALLERTOVERIFYSEIEHGS6Y PERFORMINGDEAWDOVIN.RUMTIMEAHDS0UKNISI REQUESTED BY PROVIDED TO THE DESIGNER ALONG WITH ANY NOTICE TO TITLES OR ANY ADDITIONAL DOCUMENTS REQUESTED BY THE HEALTH DEPT. 17.ENTITY RWNG OUT READY REQUEST FORMESPONSIBLfORAA1WA0DIRONAL INSPEC110HS WE TO SITE NOT ALIGNING at Dial 0015 m uOCDU