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HomeMy WebLinkAboutSWG2026-00309 - SWG Application / Design - 9/16/2026 MASON COUNTY 415 N 6TH STREET,SHEL-967 WA 98400 SHELTON:360-427-9670, EXT 400 ;Th, BELFAIR:360-275-4467,EXT 400 Public Health & Human Services ELMA:360-482-5269,EXT400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2026-00309 APPLICANT Acme Septic Design Phone: 3606988488 Address: P.O. Box 2954 Silverdale, WA 893 Email: info@acmeseptic.com OWNER SWANSON BRIAN DUANE Phone: Address: 1326 NORPOINT WAY NE TACOMA, WA 98422 Email: SEPTIC DESIGNER ROD LEFT* Phone: 360-698-8488 Address: PO BOX 2954 SILVERDALE, WA 98383 Email: INFO@ACMESEPTIC.COM Site Address: 291 NE COLLINS LAKE DR Primary Parcel Number: 223315200018 Permit Description: New 2bd pressure trench Permit Submitted Date: 09/16/2026 Permit Issued Date: 09/24/2026 Issued By: Rhonda Thompson Current Permit Fees Paid: $570.00 (additional Fees may be required upon installation of system). Permit Expiration Date: 09/16/2029 (based on date of inspection) Permit Conditions: I Approval of this septic pertnit 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. ( A MASON COUNTY 415NfiTHSTREET,SHEL-967WA98584 5HELTON:360-427-9670,EXT 400 BELFAIR:360-275-4467,EXT 400 Public Health & Human Services ELMA:360-482-5260,EXT 400 FAX:360-427-7787 8 Reserve drainfield area will require higher treatment level. Installer may not swap primary with reserve. THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF O55. 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.govlhealth/environmentallonsiteloss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL USE ONLY MASON COUNTY OATERECENED: I✓�//� / C > AMOUNT RECEIVED: RECtJVED BY: Public Health & Human Services 5 p Oiv co r Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 � U} 41 S N.6th Street-Shelton,WA 98584 N 0 c9t7?�©� z ;n ON-SITE SEWAGE SYSTEM APPLICATION APPLICANT PHONE m M Richard Parker z MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE 18289 E State Route 3 #35k Allyn WA 98524 M SITE ADDRESS.STREET.CITY,ZIP CODE `" -1 291 NE Collins Lake Dr , C Tahuya WA 98528 I N NAME OF DESIGNER ' ; CL PHONE I N Rod Left , 360-698-8488 NAME OF INSTALLER I PHONE O I W � C,J PERMIT TYPE(select one) DRINKING WATER SOURCE �� LvAIRESIDENTIAL OSS COMMUNITY OSS COMMERCIAL OSS 51 PRIVATE INDIVIDUAL WELL ®PRIVATE TWO-PARTY WELL Z I __ TYPE OF WORK(select one) ®PUBLIC WATER SYSTEM Collins Lake Community Club 1NEW CONSTRUCTION I UPGRADES REPAIR/REPLACEMENT OTHER DETAILS(select aft that apply) 0 TABLE X REPAIR 1 SUBMITTALS 0 SURFACING SEWAGE ❑ EXISTING FAILURE ❑SHORELINE ®DESIGN FORM(REQUIRED) SEPTIC DESIGN(REQUIRED) BEDROOMS I LOT SIZE WAS LOT CREATED AFTER41ff2025? O I 5JWAIVER(S)(IF APPLICABLE) 2 � � O YES Q NO 0 DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked ga(e) I O o IO -t I -� SITS MUST BE FLAGGED FROM MAIN ROAD ANO TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURE SOURCE(tor reporting purposes) ❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑NOME SALE ❑COMPLAINT ❑OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS lCt s& ) 1Th ' ILW Jioy ( S 10*t�I TT (1 U ( RECORD DRAWING AND INSTALLATION REPORT SOIL CODES: V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINALAPPROVAL. INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED!ISSUED BY DATE THIS FORM MAY B SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:4114/2025 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 8. o7 3 3 1 -- O a a 1 R' 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 may be scanned and available for public view on the Mason County Web site.Maximum paper size: 11"XI7" Permit Number: SWG p Designer's Name: Rod Left Applicant's Name: Richard Parker Designer's Phone Number: 360-698.8488 Mailing Address: 18289 E State Route 3#35 Designer's Address: P.O Box 2954 Allyn WA 98524 City State Zip 5lverdale WA 98383 City State Zip Designer's Email info@acmeseptic.com Treatment Device El Glendon ❑ Sand Filter O Mound El Sand Lined Drainfield ❑ Recirculating Filter El ATU ❑ Other Treatment Level(check all that apply): ❑A ❑B El C ❑BLl ❑BL2 D BL3 El E ❑N Drainfield Type ❑Gravity Pressure l'Treneh O Bed O Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 2 Schedule/Class 40 Daily Flow: Operating Capacity 180 gpd Length )( 35 & 30 X t ft Daily Flow: Design Flow 240 gpd Diameter 1 in Septic Tank Capacity(working) 1 )_OQ gal Number 4 Receiving Soil Type(1-6) 4 Separation 5 ft Receiving Soil Appl.Rate 0.6 gpd/f}2 Orifices Required Primary Area 400 ft2 Total Number of Orifices 36 Designed Primary Area 40() ft2 Diameter 1/8 in Designed Reserve Area 40O ft2 Spacing 48 in Trench/Bed Width 3 ft Manifold Trench/Bed Length / 3,j ft Schedule/Class 40 Elevation Measurements Length 3G ft Original Drainfield Area Slope 5 - 10 % Diameter 1. lS' in New Slope, If Altered N/A % Preferred manifold configuration used? Yes O No Depth of Excavation Up-slope 10 in Transport Pipe from Original Grade Down-stope 6 in Schedule/Class 40 Designed Vertical Separation 24 in Length /3(o ft Gravel-based Drainfield Required? l 'Yes O No Diameter 2 in Pump Required? RfYes O No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 60 Diff. in Elevation Between Pump &Uppermost Orifice .S()ft Dose quantity 30 gal Drainfield Squirt Height/Selected Residual(head) 5 ft Chamber Capacity(flood) f OO gal Uppermost Orifice 'Higher ❑ Lower than Pump Shutoff Pump controls: Please check those required. Capacity @ Total Pressure Head 15.6 gpm Timer l Elapse Meter lEvent Counter Calculated Total Pressure Head '.', ft If Timer: Pump on )Th'111,7 SS,S ^Pump off 3 h0 Comments APPROVED SEP 211 2026 RET Revised: 4/14/2025 DESIGN FORM—PAGE TWO Assessor's Parcel Number: oZ A 3 t -- S -- © 0 0 1 8 Permit Number: SWG C2.O — cx DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch 61 Test hole locations 62f Drainfield orientation and layout Reference depth from original grade: 621 Soil logs &S Trench/bed dimensions and 9f Septic tank 9 Property lines critical distances within layout i ' Drainfield cover ❑ Existing and proposed wells 66 D-Box/Valve box locations Reference depth from original grade within 100 fl of property 621 Septic tank/pump chamber and restrictive strata: Measurements to cuts, banks, and locations Q( Laterals, trench/bed,top and surface water and critical areas ' Observation port location bottom 6ZI Location and orientation of F f Clean-out location ❑ Curtain drain collector curtain drain and all absorption g Manifold placement ❑ Sand augmentation components &� Orifice placement Other cross-section detail: 69 Location and dimension of Bf Lateral placement with distance 9 Observation ports/clean-outs primary system and reserve area to edge of bed Other Information 621 Buildings Qf Audible/visual alarm referenced Yes No 621 Direction of slope indicator l4 Scale of drawing shown on scale 0 d Design staked out 1 Waterlines bar ❑ Recorded Notices attached 6�1 Roads, easements, driveways, El Elevation benchmark and relative O 1ii'Waiver(s) attached parking elevations of system components 9 0 Pump curve attached 621 North arrow and scale drawing 0 9 Evaluation of failure shown on scale bar Non-residential justification ❑ 9 Waste strength ❑ if Flow DESIGN APPROVAL The undersigned designer must be notified by ui.taller at time f installation Ed Yes ❑ No f.ilE1ature of Designer Date The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in compliance with state and local on-site re lations: Environmental Health Spe ialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health, 3 ✓ The Onsite Sewage Permit has not expired, the Permit Expiration Date is: 1 V 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:4/14/2025 Pump Selection for a Pressurized System-Single Family Residence Project PARKER 122331-52-00018 Parameters Discharge Assembly Size 2.00 inches 160 Transport Length 136 feet Transport Pipe Class 40 Transport Line Size 2.00 inches Distributing Valve Model None 140 Max Elevation Lift 30 feet Manifold Length 36 feet Manifold Pipe Class 40 Manifold Pipe Size 1.25 inches 120 Number of Laterals per Cell 4 Lateral Length 35 feet Lateral Pipe Class 40 Lateral Pipe Size 1.00 Inches y Orifice Size 118 inches 100 Orifice Spacing 4 feet Residual Head 5 feet Flow Meter None Inches 'Add-on'Friction Losses 0 feet X 80 U Calculations Minimum Flow Rate per Orifice 0.43 gpm d PFsals Number of Orifices per Zone 36 0 60 Total Flow Rate per Zone 15.6 gpm ►— Number of laterals per Zone 4 %Flow Differential lsVLast Orifice 1.0 % Transport Velocity 1.5 fps 4O Frictional Head Losses Loss through Discharge 0.5 feet Loss in Transport 0.6 feet 2O Loss through Valve 0.0 feet Loss In Manifold 0.3 feet Loss in Laterals 0.1 feet Loss through Flowmeter 0.0 feet 0 'Add-on'Friction Losses 0.0 feet 0 10 20 30 40 50 60 70 80 Net Discharge(gpm) Pipe Volumes Vol of Transport Line 23.7 gals Vol of Manifold 2.8 gals PumpData Legend Vol of Laterals per Zone 6.3 gals Total Volume 32.8 gals PF5005 High Head Effluent Pump System Curve:- 50 GPM,112HP Minimum Pump Requirements 1151230V 10 60Hz,200/230V 30 60Hz Pump Curve:® Design Flow Rate 15.6 gpm Pump Optimal Range: Total Dynamic Head 36.6 feet APp R 0 VE Operating Paint:O SEP 2 / ,/ Design Point:O MASON���NnENv�Ro�026 NMENTAL h � y�, r Q � ~I• 61o4EYi �. V `\RPMLErr`r S Y S T E M S ZZ cr l Ef 6 IoHER EXP112S:8 121151 r 4') Mason County WA GIS Web Map i f f•/ rs. Collins Lake r ,rr- \ /fl \ __ 'l - R 71 iIt Howell Lfce 625'!t 7116/2026, 11:44:42 AM 1:6,118 �ry 0 0.05 0.1 0.2 ml Iii County Boundary Unstable slope 0 0.07 0.15 0.3 km ❑ No Filled ❑ Stable slope ❑ Tax Parcels(Zoom In to 1:30,000) 0 Modified Slope Stability-DOE Coastal Zone Atlas J Intermedlate slope sources:sect,HERE,GamJn.Intermap,Inuement P Carp.,GEaCO,USGS, FAO, NPS, NRCAN, GeoBase, IGN,Kadaster NL,Ordnance Survey, Earl Unstable-recent slide Japan,METI,Earl China(Hong Kong),(c}OpenStreetMap contributors,and ■ Interior the GIS User Community Unstabte•old slide Landslides-DNR 2010 Mason County WA GIS Web Map Applkation Mason County dlsdalms accuracy.retabitity.or Bmetiness of website Info.not IlaMe for tosses from reliance on IL httpsl/wvw,manoncounty�va,govldisdalmer.php WATER LINE DISCLAIMER: USE SJE RHOMBUS PANEL MODEL TDW914H4D8AC21E U WATER LNE RESIDES WITH W PROPOSED DRALNFIELOS►1JD1OR OR IFS1 IW114H4AD8AC17J AND FLOATS, NEEDS 70 BE RELOCATED FOR ANY REASON HOMEOWNER CCNSUMESAIL FRUTICL&L RESPOIJSIBUrY u" °� LS buns OC,&ONER LIXPIAE3 12/f5/�r� N 1 '49'f 1"E 332,03' / // uur�0e UI,31,. UUf / Rle, _ UliGlfee , n n 1 '� • -'�,-- / / % % Z RY ' ,-'/ COLLINS LAKE U) �, I LD ; . 1 30' ' G g / / r j pqy 1000 3 i PROP SED -0'EL(BENCHMARK) /i i0 L3RESER 2-BR H USE fD ;// it -�- I m ib @ ® 32 i 1 i/ / 0r U /( ly ��` • � /�f OD'TO OHWM `5(7 TO OHWM owA1 ! J ---- •� --- W r -yam / WATER METER N 1 10'00"E 325.84' // 'L+ WATERLINE MUST BE SLEEVED NO FOOTING DRAINS Will-UN WITHIN 1 O OF ANY SEPTIC COMPONENTS A 1�� 3ff DOWNSLOPE OF RESERVE OF THEIEI{DS RY ic 0 SP' SOILS CONFIRMED BY JEFF WILMOTH - NO CHANGE IN SITE CONDITIONS APPROVED LOG INFORMATION: TP 1/10/2020 APPROVED REFRESHED SOIL LOGS 7/23/26 [[� J j}ry�+ SL1 : TYPE 4 / 0.6 GAL/SO FT/DAY PPOPERTYOVIS=RNOTE: Cr '1 2ULU a- 6" DUFF Carefully review ALL aspects of this septic deIsgingn.ANY costs incurred due to chenges to 6- 42 GRAVELLY RBSL this rrestlle sole responsibilithe of County e property Department MASON COUNTY E�4VIR0NMENTAL FIE4EZH ITRENCH CONSTRUCTION PROFILEI ROOTS 10 35 WATER AT 42 0' 5'10' 20' 30' 50' SL2: TYPE 4 / 0.6 GAL/SQ FT/DAY RET PERCENT SLOPE IN PRIMARY: 5-10 % NOTE: 0- 8" DUFF PRESCRIPTIVE FLOW CONTROL MEASURES 8- 38 GRAVELLY RBSL ARE TO BE DESIGNED BY LICENSED INDIVIDUALS MAXIMUM TRENCH DEPTH: 6 Inches SCALE (FEET) LAW VATH APPLICABLE STATE AND COUNTY CODES. IDOWNStOPE SIDE UEASUREUEFJrSI ROOTS TO 35 WATER AT 38 VERTICAL SEPARATION: 24 Inches SL3: TYPE 4 / 0.6 GAL/SQ FT/DAY THIS IS NOT A SURVEY. ALL PROPERTY L1NES/BOUNDARIES HAVE 0- 4" DUFF BEEN DEMONSTRATED B Y THE OWNERS) AND/OP THEIR AGENT(S). TRENCH WIDTH: 36 Inches 4- 34" RBGSL INSTALLER MUST VERIpY 'T'RA'Y WATER LINE LOCA'YION AT TCN/SB OE INSTALL IVIEETs ALL CODES/SETBACKS ROOTS TO 30 WATER AT 34 LS THE RESPONSIBILITY OF OWNER/REPRESENTING AGENT TO PRO\/IOE TO ACME IN WRITING ADDITIONAL COVER REQUIRED: 10 Inches ANY AN D ALL INFORMATION PERTINENT TO THE DEVELOPMENT OF SEPTIC FEASIBILITY AN CD/OR MENSIC7N.SUEASEMENT , "OFF=FRS ANC SLT AC S RECDUIRI ED BY C3C7V RNING ORPFiEULATINCs ENT TIES LEGEND :: I\/1 F E ) F S i 1'.J DF2YWEATHER INSTALLATIC>N ANC) 61TL PRLP REG2UIREl7, FFCT ECT FFFVIA RY AND RLA FIRVL DRAIN f='11 FL Li AREAS FROM ANY VEHICLE TRAF FMC. =SOIL LOG NO FOUNDATION SPOILS OR BURNING ON DRAIN FIF=LD AREAS. --. = NO BUILD ZONE DUE TO UNFORESEEN WATER TABLES, A CURTAIN DRAIN MAY BE RECTO IF ED. CLEARING+ LIMITS DEPENDING LJPc7T-I FINAL I=LEVATIONS,A PUMP MAY BE FFC LiIF2EL7. " DATE- 15 SEPTEMBER 2026 DIRECT ALL l�C7wNSF"'OUT/SUL7FACB WATER AWAY FROM TDRAINF't1FLCS AR1='AS. ��_--ff"j = LOW AREAS P.O. BOX 2954 IF OF LATERALS OR MODULES ARE DEPICTED, THEY ARE APPR03CIMATE AND MAY VARY l""ll. , S ='FR EFB - 72 DI A NAME- PARKER SILVE'RDALE, WA. PROVIDED TI-IEY REMAIN IN THE DELINEATED DF ALL WELLS WITHIN '100 FEET CJF FF/CDP. BOUNDARIES HAVE F3EEN SHOWN (200' FOR CLASS-B WAIVER). 0 = CLEAN OUT 98383 EXCEPT FC)R THE (DISPERSAL COMPONENT, ALL SEPTIC C6MPONENT5 MUST BE WATERTIGHT TO SLFRFACE. TAX ID- 22331-52-00018 - WATER LINE MUST BE A MINIMUM OF -10' FJOOM ANY SEPTIC CC)IV)PON EN T- 2© = 1200-GAL SEPTIC TANK MAINTAIN A MINIMUM 50' SETBACK DCDVVNS LCD PE C F= I-PITS. MINIMUM CD '10' SETBACK UPS Lb PE OF F-PITS_ STREET- 291 NE COLLINS LAKE DR .BED AND MULCH FINAL EDRAINFIBLED COVER IMMEDIATELY UPC)N CD/SMPLLTION. Q = 1200-GAL PUMP TANK OLDEN DING ON THE TYPE OF ATU USED, A TRASH TRAP MAY BE REQUIRED. TEL. EL, 360-698-8488 LATERALS MAY BE NO CLOSER THAN 5. ON CENTER (MAY DIFFER WITH BEDS). = SPLITTER SCALE: 111=30' SITE PLAN INF0@ACMESEPTIC.00M IF WATER AND SEWER LINES CROSS, THEY MUST BE CONSTRUCTED IAW STATE 8. COUNTY CODE. CLEANOUT AND MONITORING PORT DETAIL 1,200-GALLON CONCRETE PUMP CHAMBER CROSS SECTION PIPING IN GRAVELLESS CHAMBERS MUST BE HUNG AND SECURED TO TOP OF CHAMBER TO PREVENT AND MINIMIZE MOVEMENT WHILE PUMP TANK SETUP IS AN EXAMPLE ONLY. PJCsE6e�t UNDER PRESSURE IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS ACTUAL TANK SETUP MAY VARY, it ICDNaGr L PRESSURE MANIFOLD DETAIL WHEN INSTALLING IN KITSAP COUNTY OBSERVATTONPORT DEPENDING ON PUMP AND TANK MANUFACTURER. CLEN1'OUTPORT (4'MIN DIAMETER FteNVm Gss1tW Le%A BOTTOM OF MANIFOLD RISER BOX F}td5HED GRADE (6'MIN DIAMETER) { h n. ' 5kss57T1&Ms TO BE LINED WIGRAVELA)VD WIRE MESH PER POLICY 11 OVER MATERIAL AS REQUIRE 24"RISER PJCRiurrr3hGlarYrcgsf RaerLd to¢DR \ (oOrdbUFdc5dapb1lll 1 114"SCH 40 Y Iausraxmww le a) PVG FEEDER LIiJES . ,`` (!i 9'DUT6 wiaua —�f TO dR DE R L LD • r^ 1 .'� ' CHECKVurT 71jRF1iDERT ., 'GfiAVrILEGSC}UiN$ER _ Y` CDnkli b + ]�pP TILn Ada�er CmEdP6nd EtPvadDadla > ' r+' > (GSLI$3TTUTfO. 6E•, c::-.GRAVELLES5CRWa8Efi . taslDrfia �� tGRAV�CdPIP.EIIA!'9E- SUBSTITVTE01; I �Ui3J3 I V4•BALL VALVES 1r16i `� RIiRER1�YU1L4sE�c1XaBABOIEOLRp r 1f8'ORIFiCE,5PACEDAT ` 7E 7 Pda{ser{rasl a bcrcS) 1Y8'ORIFICE,SPACED AT 48 RITERVAL5. V SCH 40 LATERAL LINE 48 [N ALS. ClfedE V*4 FIMAsw7Uj Z SCH40PVC - yy" ' g end TRANSPORT ur.Ta FROM PUMP TARE 1'hATI�Foal wxidvit O!f FIC41 Eflxrd PLrrp h }'n. yr NOTE; O`y OC LEFT t• ORIFICES ARE TO BE DRILLED 118'IN DIAMETER, NOT TO SCALE LTCENS OTSf(iNefr SPACED AT 48'INTERVALS ON THE LATERAL LINE, 1Z22Z >L Z AND ORIENTED AT A 12 O'CLOCK POSITION.ORIFICE L XP1 i SHIELDS ARE REQUIRED IF GRAVEL&PIPE ARE USED 21 1al FOR THE DISPERSAL TRENCHES. 1,200-GALLON CONCRETE SEPTIC TANK CROSS-SECTION GENERAL CONSTRUCTIDNNOTEB: CONSTRUCTION NOTES 1 1 EPT C SYS EM5 AtIO SU STRUCTURES.APPEEARANr ETON THESE PLANS.HOUVJE SIRS DOES NOT GUARANTEE THE ACCURACY A1401MR COMPLETENESS OF THE LOCATION OR EXISTENCE OF THESE UTILITIES OR SUBSTRUCTURES.THE INSTALLER IS REOUJRED TO INSPECTION 24"RISER INSPECTION UTILJT ES AND SUBSTRUCTURES,V NETHER SHONATJ R NOT,TAKE ALL PRECAUTIONARY STEPS NECESSARY 10 LOCATE LPRIOR TNDOO EXCAVATION TIN ANY AREA TBCT ALL SEPTIC 5YSTElA CONSTRUCTIUa NOTES PORT 24 'y0 PORT RISER 2 THE ATTACHED SEPTIC DESIGN DOES NOT REPRESENT A SURVEY,Non boss 1.NO HOUSE FOUNDATION SPOILS ARE TO BE PLACED Oil THE ORAINFIELO AREAS. RISE IT PURPORT TO SHOW ALL EASEMENTS OR ENCROACHMENTS,IF ANY.ACME DESIGN CO.RECOMMENDS THAT PROPERTY LINES BE LOCATED OR SURVEYED 2.NO VEHICVLAR,TRAFFIC IS AUUOWED ON THE DRAINFIELD AREAS AT ANY TIME. PRIOR TO SYSTEM INSTALLATION.ALL PROPERTY LINES HAVE BEEN DEMONSTRATED - • . . . BY THE PROPERTY OWNERIAOENT,ACME DESIGN CO.IS NOT RESPONSIBLE FOR 3.NO BURNING ON ANY DRAJNFIELO AREA. • - - - ERRORS ARISING FROM MEASUREMENTS THAT ARE TAKEN FROM PROPERTY • - - - - - LINES OR CORNERS THAT ARE INACCURATE. 4,NO GUTS GREATER THAI}4 FEET IN HEIGHT ARE ALLOWED WITH 60 FEET OOVITI SLOPE OF ANY DRAJNFIELD. ' - ' - ' EFFLUENT FILTER 3.AUL WORKMANSHIP AND MATERIALS USEb FOR THE INSTALLATION OF THIS SEPTIC SYSTEM 5.NO FOOTING DRAINS ARE ALLOWED VATHIN 30 FEET DOWN AI SLOPE OF ANY DRNFIELD AREA. _ _' _ _- - - ' _- _ MUST MEET WASt0NGTON STATE DEPARTMENT OF HEALTH AND COUNTY HEALTH INLET FROM •. - - - - - DEPARTMENT CODE- ��'•::� -'::y"'::I":C '-.`.c; ' _ 6.ALL DOYh45POUTSISURFACE WATER MUST B€DIRECTED AWAY FROM ORNNFIELOS, HOUSE - 4.A PRECONSTRUC7IDN MFE TINO SHALL BEHELD PATH THE DESIGNER PRIOR TO THE START OF OUTLET TO THE SYSTEM INSTALLATION. 7.DUE TO UNFORSEEN WATER TABLES.A CURTAIN DRAIN MAY BE REQUIRED TO PROTECT THE GRAINFIELD AREAS. fl illel IS CQII4I)81 I{pUmP 6ilC1f I IS US PUMP TANK INAL 5.USE CAUTION TO NOT REMOVE SOILS WHEN CLEARING DRAINFI€LD AREA.NT IS STRONGLY 6.FSTEU COVE INSPECTION DE IS N CO.IS R S OF EI PERFORMED BY ACME T DRA CO.PRIOR I THE TION SYSTEM COVER.ACME DESIGN CO.IS RESPONSIBLE FOR THE AS-BUILT DAAYriNG AT THIS INSPECTION. RECOt,17dFJ}GED i?{A.T THE DRNNFIELD AREA BE CLEARED BY THE INSTALLER. 6.A SMALLICRITICAL LOT INSPECTION AUG LETTER OF APPROVAL ARE REQUIRED FOR LOTS SMALLER THAN S.GRAVEL AND PIPE ARE RECOMMENDED FOR THE DISPERSAL COMPONENT. HOWEVER,THE 12,500 SO FT IN SIZE.OR ANY LOTS WHERE RESTRICTIVE SITE CONDITIONS DICTATE. THE SMALUCRITICAL USE OF CRAVELLESS CHAMBERS IS ACCEPTABLE. LOT INSPECTION 1MLL BE RFGUIRED AT THE TIME OF FOUNDATION)STAKING OR CONSTRUCTION. 10,SEED AND MULCH THE INSTALLED DRAJNFIELD IMMEDIATELY UPON COMPLETION. 7.ACME DESIGN CO.SHALL BE NOTIFIED PRIOR TO DRAINFIELD INSTALLATION BEOWSEN THE MONTHS OF OCTOBER AND APRIL FOR WET WEATHER INSTALLATION APPROVAL 11.DEPENDING ON THE FINAL HOUSE ELEVATIONS,A PUMP MAY BE REQUIRED FOR THE SEPTIC SYSTEM. 5.THE DESIGNER SHALL BE NOT IFI EDA MINIMUM OF 16 BUSINESS DAYS IN ADVANCE OF ANY REQUIRED INSPECTIONS OF THE SYSTEM. PLEASE CONTACT ACME DESIGN CO.AT 12.EXCEPT FOR THE DISPERSAL COMPONENT,ALL COMPONENTS OF THE SEPTIC 360.055.5465 TO SCHEDULE ALL MEETINGS AND INSPECTIONS, SYSTEM MUST BE WATERTIGHT TO THE SURFACE, INLET TEE S.LOCATIONS OF EXISTING UTIUTIFS SHORN ON THE SITE PLAN ARE AS ACCURATE AS POSSIBLE 13.All WATER LINES MUST SEA MINIMUM OF 10 FEETAWAY FROM THE INSTALLED GRAINFIELD, OUTLET TEE ALL EVER,THE INSTALLER IS FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF INSTALLER TO NOTATE FINAL WATER LINE LOCATION ON REDLINE AND PROVIDE TO DESIGNER. ALL EXISTING UTILITIES THE INSTALLER SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO SYSTEM INSTALLATION BY CALLING THE UNDERGROUND UTILITY LOCATE LINE-511. 14.WATER AND SEWAGE TRANSPORT LINE CROSSINGS MUST BE CONSTRUCTED IN ACCORDANCE WITH VISIT HTTPJA'tNWCALL811.COM FOR MORE RIFOAMATION{, ALL CURRENT STATE AND COUNTY OEPARTMFNT OF HEALTH CODES.REGULATIONS,AND POLICIES, 10-EROSION CONTROL MEASURES SHALL BE TAKEN BY THE INSTALLER DURING CONSTRUCTION 15.DRA}NFIELD LATERALS MAY BE NO CLOSER THAN EON CENTER(MAY DIFFER VATH BEDS). TO PREVENT INFILTRAr*N OF EXISTING AND PROPOSED STORMWATER DRAINAGE FACILITIES AND ROADWAYS. 11.IT SHALL BE THE RE SPONSISILITY OF THE INSTALLER TO HAVE A COPY OF THIS APPROVED 1ST COMPARTMENT 2ND COMPARTMENT SEPTIC DESCONJ Ot}THE CQ}STRUCTION SITE DURING WORK HOURS. 12,ANNHEg LEA STOTHIS LSEPTIC DESIGF}SHALLBEREVIEWE ANOSPEC ED AND BY ACME DESIGN CO.AND THE COUNTY HEALTH DEPARTMENT. 1T.PR1QR 70 DACNFILL ALL SEPTIC COMPONENTS SHALL BE INSPECTED AHD APPROVED BY ACME DE610H CO.BEFORE ANY HEALTH DEPARTAE N71NSPECTiON6 TAKE PLACE APPROVAL SHILL NOT RELIEVE THE INSTALLER OF THE RESPONSIBILITY TO CORRECT ANY DEFICIENCIES ANUIOR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS. IT SHALL BE THE INSTALLER'$RESPONSIBIUTYTONOTIFYACLIEDE5IGNJCO. DATE- 15 SEPTEMBER 2026 AMID THE HEALTH DEPARTMENT FOR ALL REQUIRED INSPECTIONS `.. ':.'' .1 P.O. BOX 2954 14 IF THE INSTALLER ENCOUNTERS ANY DISCREPANCIES BETWEEN THE DESIGN,CALCULATIONS. FT SPECIFICATIONS.INDOOR EXISTING CONDITIONS ENCOUNTERED.THE INSTALLER SHALL IMMEDIATELY NAME- PARKER SILVERDALE, WA, 2VNLtr NOTIFY ACME DESIGN CO.AT 380.SS8-8468. LULU 16.PRESCRIPTIVE FLOW CONTROL MEASURES(IF REQOD)ARE TO BE DESIONEO BY LICENSED INDIVIDUALS 'NOTE' LAW WTH APPLICABLE STATE AND COUNTY CODES.THE DEPICTION OF I-PITS ON THIS SEPTIC DESIGN (f 83 SEPTIC TANK SETUP IS TYPICAL, MASON COUNTY NYIRONMENTALHEALTH ISFORIRLASTRATIVANAGE ENT FOR THISPHALLNOTBECD}JSTRUEOASAFINALSOLUTION TAX ID- 22331-52-00018 FOR ROLUSTRA ILLUSTRATIVE FOR THIS PARCEL. AND MAY VARY DEPENDING 16,THEINSIAtiERSK41N01IIY1KEDE510ERLJMECIMELYFOLLOBGISINSIN.UTMRFOR4VSPCCi Nb.TIEOISTALLEA ON SITE REQUIREMENTS AND MANUFACTURER R T a5lAELE eLEroRPatsswFtE:T�cuoPa7,Doan[tolaLtlT RLB4SESKlDSONRTTE ttTL�nESULTS DEBEPR STREET- 291 NE COLLINS LAKE DR JrE� 3��-�98-8488 INSTALLER TO VERO SFMKS BT PERFORMHC DES OV ITN,RUN TIME AtND SOIIEN TEST.TEST RESULTS SHJLL BE PRDr1DO0 fNf O@/1 CMESEPTIC,C©,I TO TAE DE%wtR ALOtq E'R11 AW NOME TO TTLES OR AW MM IOM DOCUMENTS REOVESIED BY NNE RMTH DFFI. O ! C M 11.ENTITY FRLPIO OUT READ'T REO',E51 FORM IS RESPONSIBLE FOR AMY IDDITPAk4L BJSFECTIONS DUE TOME 1401 Ht;K11P0 ELMSUPMTIO15JllT)E 4STTORLL4WTIDVtT4SPEt7FM ELL OIlISBAIDLA)51 BE IAAFd3e 10 REECBCt1