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HomeMy WebLinkAboutSWG2026-00133 - SWG Application / Design - 5/6/2026 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: SWG2026-00133 APPLICANT Acme Septic Design Phone: 3606988488 Address: P.O. Box 2954 Silverdale,WA 893 OWNER FINLEY JASON &SYDNEY Phone: Address: 80 NE STEELHEAD DR S BELFAIR,WA 98528 SEPTIC DESIGNER ROD LEFT* Phone: 360-698-8488 Address: PO BOX 2954 SILVERDALE,WA 98383 Site Address: 80 NE STEELHEAD DR SOUTH Primary Parcel Number: 223255006007 Permit Description: Repair 2bd ATU to pressure bed Permit Submitted Date: 05/06/2026 Permit Issued Date: 05/14/2026 Issued By: Rhonda Thompson Current Permit Fees Paid: $845.00 (additional fees may be required upon installation of system). Permit Expiration Date: 05/13/2027 (based on date of inspection) Permit Conditions: 1 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. 8 Locate and move waterline to meet 10ft setback from all septic components. 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/onsite/oss-inspection-request.php or call: 360-427-9670, extension 400. T r OFFICIAL USE ONLY • MASON COUNTY DATE RECEIVED: 05/C) c L AMOUNT RECEIVED I RECEIVED BY: Public Health & Human Services �J �L( v m Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 ^ ≤ N 415 N.6th Street-Shelton,WA 98584 5 W G /O� 00/ O O� 1 z fA ON-SITE SEWA9EYSTEM APPLICATION APPLICANT PHONE m Pm- Jason Finley z C MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE ic 80 NE Steelhead Dr S elf air WA 98528 M SITE ADDRESS-STREET,CITY,ZIP CODE 80 NE Steelhead Dr Belfair WA 98528 I N NAME OF DESIGNER PHONE I w Rod Left 360-698-8488 N rs Ln NAME OF INSTALLER PHONE v I 0 0 I 0 PERMIT TYPE(select one) DRINKING WATER SOURCE N ®RESIDENTIAL OSS ICOMMUNITY OSS ll11COMMERCIAL OSS ®PRIVATE INDIVIDUAL WELL ET PRIVATE TWO-PARTY WELL Z TYPE OF WORK(select one) PUBLIC WATER SYSTEM Mission Creek Tracts I D NEW CONSTRUCTION/UPGRADES LEREPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE X REPAIR I SUBMITTALS SURFACING SEWAGE EXISTING FAILURE 0 SHORELINE ®DESIGN FORM(REQUIRED) ISEPTIC DESIGN(REQUIRED) BEDROOMS I LOT SIZE WAS LOT CREATED AFTER 4/112025? I O 1 DIWAIVER(S)(IFAPPLICABLE) 10,4541 ❑ YES .4 NO 0 DIRECTIONS TO SITEAND SITE CONDITIONS:(ex.locked gate) see map r I O I SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. 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 qb)t 2 &rI-F 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 � ��"1�z8 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: 223255006007 -- - 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: SW G - o lD(3 3 Designer's Name: Rod Left Applicant's Name: Jason Finley Designer's Phone Number: 360-698-8488 Mailing Address: 80 NE Steelhead Dr S Designer's Address: PO Box 2954 Belfair WA City State Zip Silverdale WA 98383 City State Zip Designer's Email info@acmeseptic.com Treatment Device ❑Glendon ❑Sand Filter O Mound ❑Sand Lined Drainfield ❑Recirculating Filter El ATU NuWater ❑Other Treatment Level(check all that apply): ❑A B O C ❑BLI BL2 0 BL3 0 E 0 N Drainfield Type ❑Gravity Rf Pressure ❑Trench Gt'Bed ❑Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 2 Schedule/Class 40 Daily Flow:Operating Capacity 180 gpd Length 30 ft Daily Flow:Design Flow 240 gpd Diameter 1 in Septic Tank Capacity(working) 1000 gal Number 3 Receiving Soil Type(1-6) 1 Separation 3 ft Receiving Soil Appl.Rate 1.0 gpd/ft2 Orifices Required Primary Area 300 ft2 Total Number of Orifices 48 Designed Primary Area 300 ft2 Diameter 1/8 in Designed Reserve Area N/A ft2 Spacing 24 in Trench/Bed Width 10 ft Manifold Trench/Bed Length 30 ft Schedule/Class 40 Elevation Measurements Length 12 ft Original Drainfield Area Slope 0 % Diameter 1 in New Slope,If Altered 0 % Preferred manifold configuration used? 0 Yes ❑No Depth of Excavation Up-slope 36 in Transport Pipe from Original Grade Down-slope 36 in Schedule/Class 40 Designed Vertical Separation 18+ in Length 28 ft Gravel-based Drainfield Required? O Yes Ed No Diameter 2 in Pump Required? 9 Yes ❑No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 12 Dif.in Elevation Between Pump&Uppermost Orifice 5 ft Dose quantity 20 gal Drainfield Squirt Height/Selected Residual(head) 5+ ft Chamber Capacity(flood) 1000 gal Uppermost Orifice 'Higher ❑Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 21 gpm Cf Timer O B(apse Meter ❑Avent Counter Calculated Total Pressure Head 12.2 ft If Timer: Pump on 57 sec ,Pump Pump off 2 Hrs Comments A P P R O V E NjAY 14 2026 MASON COUNTY ENVIRONME IA ti " Revised:4/14/2025 RET • DESIGN FORM—PAGE TWO Assessor's Parcel Number: 223255006007 -- -- Permit Number: SWG a C to — CXTh( 33 .�• • DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch 56 Test hole locations II Drainfield orientation and layout Reference depth from original grade: Bf Soil logs ' Trench/bed dimensions and g Septic tank 6d Property lines critical distances within layout i Drainfield cover 13 Existing and proposed wells 6f D-Box/Valve box locations Reference depth from original grade within 100 ft of property V Septic tank/pump chamber and restrictive strata: 11 Measurements to cuts,banks, and locations 9 Laterals,trench/bed,top and surface water and critical areas 61 Observation port location bottom 0 Location and orientation of Clean-out location 0 Curtain drain collector curtain drain and all absorption Ed Manifold placement ❑ Sand augmentation components 0 Orifice placement Other cross-section detail:, big Location and dimension of Ef Lateral placement with distance E' Observation ports/clean-outs primary system and reserve area to edge of bed 6Z( Buildings g Other Information 6t1 Audible/visual alarm referenced Yes No 69 Direction of slope indicator [6 Scale of drawing shown on scale 0 l I Design staked out gr Waterlines bar 0 ti1 Recorded Notices attached 66 Roads, easements, driveways, p Elevation benchmark and relative 0 61 Waiver(s)attached parking elevations of system components if 0 Pump curve attached 66 North arrow and scale drawing 0 9Evaluation of failure shown on scale bar Non-residential justification ❑ g Waste strength ❑ l 'Flow DESIGN APPROVAL The undersigned designer must be notified by installer at time of installation Ed Yes ❑ No 5 •s• a� S' a 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 regulations: s1, Environmental Health Specialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. I,� i — ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: ✓ 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 E• :a�,G__ .:qci�/aYiCe+cl:Yiy+dta�ieirif'S',Y•k�:a5M3•'ByY,tErivt4�ci��foJ1+iC I ' U APPROVED MAY 14 2026 �41ASONbN1Y ENVIRONMENTAL HEALTH PARTSI$T NuWater NIA Assembly Diagram I, Ai DUAL PQ�iTAERATOR: M?QLY DIFFUSER BAR(2) B 31s`RUBBER.00'r/CLFII�IRSs(2).?. H.:i"':PVC.(�a 12a.BEGTION) �`*r''31B°SAR ED Ad't f`IOR X 11*:NP j2): Q 1":SUP GAP t1,1%2"SLIP.X i/2'NPT ADAPTOR P.;118"CLEAR PVC f OSE,(OPTrOiJA4 ) P;t"STREET X 1lx'•NPT:BUSNtNG(). Qk112';PVC;PIPE(BY INSTALLER) F,_I1x'X90'ELB.0.W(3), R.1"PVC I•P-B:(ByINStAL1 R) G'1"X'1"'.?C 172"-TER: S,2•'PVC":PIPE(BY INTALLER) H;:1-90`EL'HOW(3) T., l9'BARBED,APk0!O0P:IO`{14"NPT(2):• 12"•,_X1"HU FANG U:t111?"S fREET-A il4"NPT BUSHIN (2); :2''SAt{I• rAY1EE: V:l/2:PUC:GOU L'Ef3'2j IC„1"PVC.CRQ55'. . 'COUt?L (EY If15TAGLof i.: L.:'I"G'OUPLER.(BY.)NST�LLE:R}� •'� . Revised 2/25/12 CV 92 •" 0 N VENTED LIDS(TYP) R Q DUAL PORT AERATOR WATERTIGHT V O I� RISERS(TYP) Z 2"COUPLING O~ o 2°TEE &REDUCER IL GROMMET(TYP) COUPLING&PIPE (V J (0O 0 36"MAX. CAST IN LID(lYP) 1/2°PVC fL ELL(0-j AIRLINE O m" G NxoIO ID tit\ 4" 4" 1"PVC(TYP) ``i 5 m Cn Ii Z 41 Q W 41 . C 16' 1°PVC SLUDGE a RETURN LINE 12"+ 2°PVC TRASH CHAMBER DIGESTER CHAMBER CLARIFIER O OPERATING CAPACITY:417 GALLONS OPERATING CAPACITY:421 GALLONS CHAMBER "m.J FLOOD CAPACITY:490 GALLONS FLOOD CAPACITY:494 GALLONS 160 GALLONS O 65 FLOOD:191 GAL. 54' - 53° ' Z o-�- 36" X112 O O TEE C.I ten- ZJ � �- EXTERNAL TRASH TANK_¼\ °. O DIFFUSER BARS(2) 12' W PARALEL TO TANK WALL 4tl 3° O 3° SLUDGE RETURN �c-c W �j ® 1.5°TAPER 15 W SIDE VIEW W 1" . 24"BLOWER HOUSING CAST x Q INSTALLATION INSTRUCTIONS ON TOP OF LID STONE-FREE NATIVE SOIL 1)Excavate tank hole with vertical walls to 1 foot larger than OR COMPACTED SAND 9'-2" OVER STONY SOIL - tank on all sides. ———-� -- r --- - Z 2)If bottom of hole is stony,install 3"of compact sand&level out with screed. 24"RISER(?YP) 3)Install tank in center of hole,keeping 1 ft.void space on all sides. I I I I 4)As tank is filling with water,fill in void space with compact I I I I granular(sandy)soil free of large clumps of clay. I I �vuoan 5)Install rest of system,&affix risers to adapters with waterproof adhesive. I I I 12"RISER I I 6)Perform watertightness test in field as required by local I I I I I jurisdiction. I TRASH CHAMBER II DIGESTER IICLARIFIERI 7)Upon approval to backfill,carefully backfill with native L------IL———————J L——J• soils over top of tank. 8)Final grade the surface to avoid chanelling surface TOP VIEW 4�"�T""�� water toward tank. 1"=2.9ft • Mason County WA GIS Web Map C Y . { /J ________ ____ L • 4 \\__ - /H ] \ I I t - n f 1 F -i / /1, 17.. .. . .... ....... _ •'y tJ 5 z f x'. s A of :! rfl ' 3 �1i�YQt I I r:. 3/20/2026, 8:28:34 AM APPROVED 1:6,116 0 0.05 0.1 0.2 mi ® County Boundary 2026 MAY 4 r -►-L--r'0 MASON COUN1 ENVIRONMENTAL HEALTH 0.07 0.15 0.3 km No Filled RET El Tax Parcels (Zoom in to 1:30,000) Sources:Esd,HERE,Germin,Intermap,Increment P Corp.,GEBCO,USGS. FAO, NPS,NRCAN,GeoBase, IGN,Kadaster NL,Ordnance Survey,Esd Japan,METI,Earl China(Hong Kong),(c)OpenStreetMep contributors,and the GIS User Community ...._„_r...._w.WA nle wk ue..e....r n.... Pump Selection fora Pressurized System -Single Family Residence Project Finley/22325-50-06007 Parameters Dsd assarttjS a 200 irtm 160 Trasportleagh 28 fed Trasp�tPipeClass 40 Tress wune&e 200 ides DishbuLrgVdveModd Nate 140 MuElerafm1it 5 fast MaiftdLayh 12 feet MaifcldFipeuss 40 MarthP•ipeSlze 1.00 imps NurbacfUAr sperCdl 3 120 LebdLe* 30 fed Laird P Cless 40 Laba posi¢e 1.00 •u OdkeSize 1® Ora cku 2 fret 100 Resit Head 5 fa# SC - - - --- FbNFv Nae frls '/ FrVmLosses 0 fed V td Calculations 80 c=i Nlrim,FbNRabpa0rifioe Q43 a n Nurbad0riice;paZae 48 TcdFb1RatrperZcm 219 grin O PP5005 NurberdlaiaalsperZa 3 60 %FbNDiffae 2ISKBdOdSce 28 % F— TraspertW-V 20 fps Frictional Head Losses 40 Lcsst usfiDLsdiage 0.9 feet LcssinTratspat 02 rest LcsshcL 1Vdre 0.0 fad Lass1nMa%d Q7 feet Lossini�ds 03 bet 20 LcssCtat4iFbnrnetr 0.0 feet '' lafFrUminss 0.0 feet Pipe Volumes VddTranspJrt1k 4.9 gals 00 10 20 30 40 50 60 70 80 Vdcf irdd 05 gas Net Discharge(gpm) VddLa s s Za a 4.0 gds TddVddum 9s gds Minimum Pump Requirements PumpData Legend DesigiFbNRap 219 gp n PF5C06H0HeadFJlustRrrp SysbmCuve — Tdz1Dyt 1icHeai 122 kH 50GPM,1/1HP 115Q33V 1060Hz,200'23(IM60H z PurpCuve — RrtpOpin Raga — APPROVED operdng tt O MAY 14 2026 DesigrPdrt O MASON COUNTY ENVIRONMENTAL HEAITyf RET ca LIC E91aNER oeneosyaterimo• EXPIRES 121151n' Incorporated Uo gadewjdx F' -- - tiul.. IJ T..It , � �1_lvv��.�. iu^•v I 1 ►-I lit v, s�etfi !s••T.1 SOIL TYPE:3 AND FLOATS. V v .00�o.va PERCENT SLOPE IN PRIMARY: % 0"-36" REDDISH BROWN MEDIUM LOAMY SAND 36"-60"+;LIGHT BROWN MEDIUM SAND W/LARGE GRAVELS (SOIL TYPE 1) MAXIMUM TRENCH DEPTH: u?�y Inches (DOWNSLOPE SIDE MEASUREMENTS) SOIL LOG#2 '° . VERTICAL SEPARATION: 18+ Inches TRENCH WIDTH: 120 Inches SOILTYPE:3 .. :, •' s .. 1�1 ..;• . . .. :.`.�: •,.. �. 0 -64+" :LIGHT BROWN MEDIUM SAND �� � ' �:•1�'`�-TELH `©.D - '•c . . ADDITIONAL COVER REQUIRED: 0 Inches ASSUME H2O LINE LOCATI N I STALLER TO CON IRM IT MEETS 10' ETBAC • . ' /� . I ec D r. - 145 -DEL BENCH RK et �•- ® a 0' 20' 30' 40' 50' 60' 80' 100' 1 - 5 f� I � ISTING =o SCALE (FEET) 2-BR HOUSI ' :1 0 I' PRIMARY 'ç •)' DRAINFIELD D/F ELEV-0" ® m . (••uj' "EXISD1NGA •' .'.�. DRIVEWAY• �" �� 126.89' � 125' � •�. . a� 135' 130 CULVERT i .. LICFNS G 113NER PiRES 121151,1r„ TH/S is NOT A SURVEY ALL PROPERTY LINES/BOUNDARIES ",AVE WATER LINE DISCLAIMER: BEEN gEMONSTRATEL) BY THE OWNERS) AND/OR THE/R AGENT(S). Ca PROtewA OWNER NOTE: of this epllc INSTALLER MUST VERIFY THAT WATER LINE LOCATION AT TIME OF INSTALL MEETS ALL CODES/SETBACI<5 design. YcostsIncurredduetochangesto IF WATER LINE RESIDESWITHINPROPOSEDDRAINFIELDS AND/OR this design after submission to the County Healthy Department NEEDS TO BE RELOCATED FOR ANY REASON HOMEOWNER -IT IS THE RESPONSIBILITY OF OWNER/REPRESENTING AGENT TO PROVI OE TO ACME IN WRITING ere the sole responsibility of the property owner. CONSUMES ALL FINANCIAL RESPONSIBILITY ANY ANA ALL INFORMATION PERTINENT TO THE 0E\/ELO PM ENT OF SEPTIC FEASIBILITY AN CD/CD R O MS SIO NS EASEMENTS BU/PEERS N4 CD SETBACKS 550 I SSC BY GOVERN NG OR REULAT I NJ(3 NT TIES LEGEND CD 5'-,-WEATHER INSTALLATION ANA SITE PREP REQUI RE O. PROTECT PRIMARY NI CD RESERVE ORAINFI ELI AREAS FROM ANY VEHICLE TRAFFIC. =SOIL LOG NO FOUNDATION SPOILS OR BURNING ON CRAINFIELC AREAS. --. = NO BUILD ZONE OUE TO UNFORESEEN WATER TABLES. A CURTAIN GRAIN MAY BE REQUIRECD_ - ' =CLEARING LIMITS CEP EN OI NJ(3 UPON FINAL ELEVATIONS. A'PUMF MAY BE REQUIRE CD. DATE- 5 MAY 2026 ;_i =LOW AREAS . . " DIRECT ALL 0OW C NSPO UT/SURFAE WATER AWAY M <J FRORAI N O FIEL AREAS. P O BOX 2954 • IF CF LATERALS OR MO CDULES ARE CDEPI CTS O. THEY ARE APPROXIMATE ANC MAY VARY. } j =TREES 0- 12" SIP` NAME- FINLEY P RO\/I CD SC) THEY REMAIN IN THE DELI NEATEN CD AREA_ .�l SILVERDALE, WA. ALL WELLS WITHIN -100 FEET OF PROP_ BOUNDARIES HAVE BEEN SHOWN (200' FOR CLASS-B WAIVER). Q = CLEAN OUT TAX 98383 HKCEFT FOR THE DISPERSAL COMPONENT. ALL SEPTIC COMPONENTS MUST BE WATERTIGHT TO sURFACE_ O =EX.SINGLECOMPARTMENT.LN � K I D- WAT M M M UM •1 22325-50-06007 ER LINE UST BE A Evil OF O' FRO M Y M AN SEPTIC COPONENT_ - MAINTAIN A MINIMUM SO' SETBACK D OWN-IS LOFE OF I-PITS_ MINIMUM OF •1 O SETBACK UPS LO PE OF I-FITs. Q =ATU DEVICE " SEED AND MULCH FINAL DRAINFIELD COVER IMMEDIATELY UPON COMPLETION. STREET- 80 NE S'1"EELHEAD DR S CDSFENOI NG ON THE TYPE OF ATU USED. A TRASH TRAP MAY BE REQUI RECD_ Q = 1000-GAL PUMP TANK TEL. 360-698-8488 LATERALS MAY BE NO CLOSER THAN 5' ON CENTER (MAY DIFFER WITH BECDs)_ Qs =SPLITTER SCALE: 111 30' SITE PLAN INFO@4CMESEPTIC.COM IF WATER AND SEWER LINES CROSS. THEY MUST BE CONSTRUCTED IAW STATE 8. COUNTY CODE_ ° CLEANOUT AND MONITORING PORT DETAIL PIPING IN GRAVELLESS CHAMBERS MUST BE HUNG AND SECURED 1 000-GALLON CONCRETE PUMP CHAMBER CROSS SECTION TO TOP OF CHAMBER TO PREVENT AND MINIMIZE MOVEMENT WHILE PUMP TANK SETUP IS AN EXAMPLE ONLY. PVCSphce8ox UNDER PRESSURE IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS WHEN INSTALLING IN KITSAP COUNTY ACTUAL TANK SETUP MAY VARY, vA>hCold 08SERVATION PORT Grip PRESSURE MANIFOLD DETAIL cIEANourPORT B MINERAIONPOR DEPENDING ON PUMP AND TANK MANUFACTURER. FberglassGaskeledUdwb BOTTOM OF MANIFOLD RISER BOX FINISHED GRADE (6°MIN DIAMETER) Stainless Steel Bolts TO BE LINED WIGRAVEL AND WIRE MESH PER POLICY 11 OVER MATERIAL AS REQUIRE Ins Access 24"RISER 24"RISER PVCRisetW7hGrommel(s) 1"SCH 40 SlopeGroud itWtolallkadapterwM 1 1/4'SCH 40 // AWByfromRiser r adWrie) PVC FEEDER LINES (algroundsudace) �� TODRAINFIELD '{ '1 '~ a '� OisclwpAssemby _ CHECK VALVE T}1READED-C • GRAVELLEBS'CHAMBER": •. GRAY U.ESSCHAMBER TankAda r ConlroulPa544 ENuentoischa ;"'(GRI�VEL3P]]ppErtA4EP.;: :•tGRA C 'IPEW k`. I SU &h'UTED). ) (Castorwted) Iva BALL VALS" AVE Conduit Seal :;• � ;�.•• - '•' •• ":� ' : .. . Inlet • O O O O IRRIGATION TURF BOX OR . , TankAdapter(astor baked) RISER WITH SECURABLE LID 118'ORIFICE,SPAc7' 1/8 ORIFICE SPACED AT ED AT 24'INTERVALS. 1'SCH 40 LATERAL LINE 24°INTERVALS. f/ CheckValVe(optional) ' Float Assembly 2•SCH 40 TIE PVC .SWeep g end TRANSPOR FROM PUMP TANK IN MV Float RedundantOBFloat EluentPump Aw T APPROVED NOTE: . MAY 1 4 2026 ORIFICES ARE TO BE DRILLED 118'IN DIAMETER, NOT TO SCALE :2:7 R t �7 SPACED AT 48 INTERVALS ON THE LATERAL LINE, uC'F��_•SED ESIGNER MASON COUPITY ENVIRONMENTAL HE I r ' AND ORIENTEDATAI20'CLOCKPOSITION.ORIFICE SHIELDS ARE REQUIRED IF GRAVEL&PIPE ARE USED tXPir? fR 31151 RET T FOR THE DISPERSAL TRENCHES. CONSTRUCTION NOTES 1 000-GALLON CONCRETE SEPTIC TANK CROSS-SECTION 1.ACME DCOGN CO. HAS ATrEMPTED TO 1 SHOWALL EXISTING UNDERGROUND UTILITIES, SEPTIC SYSTEMS,AND SUBSTRUCTURES.APPEARANCE ON THESE PLANS.HOWEVER. 00 GALLONS PER INCH DOES NOT GUARANTEE THE ACCURACY AND/OR COMPLETENESS OF THE LOCATION OR 20 EXISTENCE OF THESE UTILITIES OR SUBSTRUCTURES.THE INSTALLER IS REQUIRED TO INSPEC . TION • 2RY TO LOCATEAND T TECTALL EXISTING 4"RISER INSPECTION UTILITIES AND SUBSTRUCTURES.CTTURES.WHETHER SHOWN OR NOT.PRIOR TO EXCAVATION IN ANY AREA SEPTIC SYSTEM CONSTRUCTION NOTES: PORT 24"R SER PORT 1.NO HOUSE FOUNDATION SPOILS ARE TO BE PLACED ON THE DRAINFIELO AREAS. RISER RISER 2.THE ATTACHED SEPTIC DESIGN DOSS NOT REPRESENT A SURVEY,NOR DOES IT PURPORT TO SNOW ALL EASEMENTS OR ENCROACHMENTS,IF ANY.ACME 2.NO VEHICULAR TRAFFIC IS ALLOWED ON THE DRAINFIELD AREAS AT ANY TIME. DESIGN CO.RECOMMENDS THAT PROPERTY LINES BE LOCATED OR SURVEYED PRIOR TO SYSTEM INSTALLATION.ALL PROPERTY LINES HAVE BEEN DEMONSTRATED BY THE PROPERTY OWNERIAGENT.ACME DESIGN CO.IS NOT RESPONSIBLE FOR 3.NO BURNING ON ANY DRAINFIELD AREA ERRORS ARISING FROM MEASUREMENTS THAT ARE TAKEN FROM PROPERTY - - - - - . LINES OR CORNERS THAT ARE INACCURATE. 4.NO CUTS GREATER THAN 4'FEET IN HEIGHTARE ALLOWED WITH 50 FEET DOWN SLOPE OF ANY GRAINFIELD. • . 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 DRAINFIELD AREA. INLET FROM . . •':4'." - - - - - MUST MEET WASHINGTON STATE DEPARTMENT OF HEALTH AND COUNTY HEALTH DEPARTMENT CODE. 6.ALL DOWNSPOUTS/SURFACE WATER MUST BE DIRECTED AWAY FROM DRAINFIELDS. ::: '•" 7:�`-"`�'•t:v' HOUSE 4.A PRECONSTRUCTION MEETING WITH THE DESIGNER PRIOR TO THE START OF liter is optional if pump bucket is us OUTLET TO SHALL BE HELD THE SYSTEM INSTALLATION. 7.DUE TO UNFORSEEN WATER TABLES,A CURTAIN DRAIN MAY BE REQUIRED TO PROTECT THE DRAINFIELD AREAS. LIMP TANK 5.FINAL SYSTEM INSPECTION IS REQUIRED TO BE PERFORMED BY ACME DESIGN CO.PRIOR TO THE FINAL 8.USE CAUTION TO NOT REMOVE SOILS WHEN CLEARING DRAINFIELD AREA IT IS STRONGLY SYSTEM COVER.ACME DESIGN CO.IS RESPONSIBLE FOR THE AS-BUILT DRAWING AT THIS INSPECTION. RECOMMENDED THAT THE DRAINFIELD AREA SE CLEARED BY THE INSTALLER. LICRITICAL LOT INSPECTION AND LETTER OF APPROVAL ARE REQUIRED FOR LOTS SMALLER THAN 9.GRAVEL AND PIPE ARE RECOMMENDED FOR THE DISPERSAL COMPONENT.HOWEVER,THE 6.A SMAL 12,500 SQ FT IN SIZE,OR ANY LOTS WHERE RESTRICTIVE SITE CONDITIONS DICTATE.THE SMALLICRITICAL USE OF GRAVELLESS CHAMBERS IS ACCEPTABLE. LOT INSPECTION WILL BE REQUIRED AT THE TIME OF FOUNDATION STAKING OR CONSTRUCTION. 10.SEED AND MULCH THE INSTALLED DRAINFIELD IMMEDIATELY UPON COMPLETION. 7.ACME DESIGN CO.SHALL BE NOTIFIED PRIOR TO DRAINFIELO 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. S.THE DESIGNER SHALL BE NOTIFIED A MINIMUM OF 15 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 960.698.8488 TO SCHEDULE ALL MEETINGS AND INSPECTIONS. SYSTEM MUST BE WATERTIGHT TO THE SURFACE. INLET TEE 9.LOCATIONS OF EXISTING UTILITIES SHOWN ON THE SITE PLAN AREAS ACCURATE AS POSSIBLE. 19.ALL WATER LINES MUST BE A MINIMUM OF 10 FEET AWAY FROM THE INSTALLED DRAINFIELD. OUTLET TEE HOWEVER.THE INSTALLER 15 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-811. 14.WATER AND SEWAGE TRANSPORT LINE CROSSINGS MUST BE CONSTRUCTED IN ACCORDANCE WITH VISIT HTTPJNWVW.CALLBII.COM FOR MORE INFORMATION. ALL CURRENT STATE AND COUNTY DEPARTMENT OF HEALTH CODES,REGULATIONS,AND POLICIES. 10.EROSION CONTROL MEASURES SHALL BE TAKEN BY THE INSTALLER DURING CONSTRUCTION 15.DRAINFIELD LATERALS MAY BE NO CLOSER THAN SON CENTER. TO PREVENT INFILTRATION OF EXISTING AND PROPOSED STORMWATER DRAINAGE FACILITIES AND ROADWAYS. 11.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 SEPTIC DESIGN SHALL BE REVIEWED AND APPROVED BY ACME DESIGN ACME D ES I G N CO.AND THE COUNTY HEALTH DEPARTMENT. 19.PRIOR TO BACKFILL ALL SEPTIC COMPONENTS SHALL BE INSPECTED AND APPROVED BY ACME DESIGN CO.BEFORE ANY HEALTH DEPAP7MEurINSPECnnua TAKE PLACE. _ ':. APPROVAL SHALL NOT RELIEVE THE INSTALLER OF THE RESPONSIBIUTY TO TESTING AND O FAILURES AS DETERMINED BY SUBSEQUENT c �., CORREC IONS DEFICIENCIES AND/ R ANOTIFY ACME DESIGN CO. DATE- 5 MAY 2026 INSPECTIONS.IT SHALL BE THE INSTALLER'S RESPONSIBILITY S. AND THE HEALTH DEPARTMENT FOR ALL REQUIRED INSPECTIONS. .:.`. •':�'.':r. X 2954 14.IF HE INSTALLER ENCOUNTERS ANY DISCREPANCIES ANCIES BETWEEN THE DESIGN.CALCULATIONS. •P.O.O• SPECIFICATIONS,AND/OR EXISTING CONDITIONS ENCOUNTERED,THE INSTALLER SHALL IMMEDIATELY NAME- F I NII LEY SILVERDALE, WA. NOTIFY ACME DESIGN CO.AT 980.898.8468. 16.PRESCRIPTIVE FLOW CCNTROL MEASURES(IF REO'O)ARE TO BE DESIGNED BY LICENSED INDIVIDUALS 98383 LAW WITH APPUCABLE STATE AND COUNTY CODES.THE DEPICTION OF I-PITS ON THIS SEPTIC DESIGN •NOTE• IS FOR ILLUSTRATIVE PURPOSES ONLY.AND SHALL NOT BE CONSTRUED AS A FINAL SOLUTION r l V I p_ 22325-50-06007 SEPTIC TANK SETUP IS TYPICAL, FOR STORMWATER MANAGEMENT FOR THIS PARCEL AND MAY VARY DEPENDING IS.IHEINSTALLERSHALLNOTIFYTHE DESIGNER IMMEDIATELYFOLLOVANGINSULATIOH FOR INSPECTSN(S).THEINSTALLER STREET- 80 NE STEELHEAD DRS TEL. 36O-698-8488 ON SITE REQUIREMENTS AND MANUFACTURER ISRFSPONLBIEFORPRESSUREMIMANDPROABHGTHECOMPU DAOIEFOXREOUESTFOM 4:REDWEIXWONCTOINEDESIGNET INSTALLER TO VERIFY SETTINGS er PERFORMINGWN,RUN TIME AND SQUIRT TESL TEST RESULTS SHALL BE PROVIDED INFO ACMESEPTIC.COM TO THE DESIGNER ALONG WITH ANY NOTICE TO TITLES LES OR OR ABFAODRIONN.DOCUMENTS REQUESTED BY THE HEALTH DEPT. WITH RFADIREp F 1,WAOpIIONILO15PECDGHS WILL BE CIFUACTDAND MST BE PAIDFRCRT00H0PECIIQNOSRE NOT ALIGNING