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HomeMy WebLinkAboutSWG2026-00052 - SWG Application / Design - 2/25/2026 MASON COUNTY 415 N 6TH STREET,SHELTON,WAE 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: SWG2026-00052 APPLICANT Acme Septic Design Phone: 3606988488 Address: P.O. Box 2954 Silverdale, WA 893 APPLICANT FULLER MANAGEMENT GROUP LLC Phone: Address: 11010 HARBOR HILL DR, STE 306 GIG HARBOR,WA 98332 OWNER FULLER MANAGEMENT GROUP LLC Phone: Address: 11010 HARBOR HILL DR, STE 306 GIG HARBOR,WA 98332 SEPTIC DESIGNER ROD LEFT* Phone: 360-698-8488 Address: PO BOX 2954 SILVERDALE,WA 98383 Site Address: UNKNOWN Primary Parcel Number: 223205000057 Permit Description: New 3bd ATU to subsurface drip Permit Submitted Date: 02/25/2026 Permit Issued Date: 05/28/2026 Issued By: Rhonda Thompson Current Permit Fees Paid: $570.00 (additional fees may be required upon installation of system). Permit Expiration Date: 03/02/2029 (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. ôfZ 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. MASON COUNTY 415 N 6TH STREET,SHELT967 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 8 No clearing is authorized within 75'of the stream and no structures within 90'. 9 Maintain 10ft from waterline to OSS 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. } OFFICIAL USE ONLY MASON COUNTY DATERECENED: ^ O C > AM0UNTRECE U RECEIVED BY: Public Health & Human Services '� v m Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400o ��� — N 415 N.6th Street-Shelton,WA 98584 toz ON-SITE SEWAGE SYSTEM APPLICATION > > m n APPLICANT PHONE m David Fuller - 206-636-8136 z MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE 7.a 11010 Harbor Hill Dr#306 Gig Harbor WA 98332 m SITE ADDRESS-STREET,CITY,ZIP CODE Lot 57 NE Rhody Ln Tahuya WA 98588 I" NAME OF DESIGNER I PHONE I Rod Left 360-698-8488 NAMEOFINSTALLER PHONE o I W PERMIT TYPE(select one) DRINKING WATER SOURCE ®RESIDENTIAL 0SS COMMUNITY 0SS ®C0MMERCIAL 0SS PRIVATE INDIVIDUAL WELL ED PRIVATE TWO-PARTY WELL z TYPE OF WORK(select one) PUBLIC WATER SYSTEM Lake Christine Community HOA I O j ®NEW CONSTRUCTION/UPGRADES ®REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE X REPAIR I SUBMITTALS �t1 ❑ SURFACING SEWAGE ❑ EXISTING FAILURE ❑SHORELINE ®DESIGN FORM(REQUIRED) RC ASEPTIC DESIGN(REQUIRED) BEDROOMS I LOT SIZE I WAS LOT CREATED AFTER 4/i/2025? W I O n r 51WAIVER(S)(IFAPPLICABLE) 3 0.35 ❑ YES ❑✓ NO I O DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) ICD IQ SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I OFFICIAL USE ONLY BELOW THIS LINE UPGRADE I FAILURE SOURCE(for reporting purposes) ❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑HOME SALE ❑COMPLAINT ❑OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS o t4/L s�� wit 0 0 pry cT SOIL CODES: RECORD DRAWING AND INSTALLATION REPORT V=VERY G=GRAVELLY S=SAND L=LOAM SI=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINALAPPROVAL INSPECTOR SIGNATURE 2 DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED/ISSUED BY DATE THIS FORM MAYBE CANNED AND AVAILABLE FOR PUBLIC VIEW ON E MASON COUNTY WEBSITE Revised:4/14/2025 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 22320-50-0005 - __ -- 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"X 17" r Permit Number: SWG vb�` ©V of Designer's Name: Rod Left Applicant's Name: David Fuller Designer's Phone Number: 360-698-8488 Mailing Address: 11010 Harbor Hill Dr#306 Designer's Address: PO Box 2954 Gig Harbor WA 98332 City State Zip Silverdale WA 98383 city State Zip Designer's Email info@acmeseptic.com r�s�'.�-3��: � �r�:"rz t�-;�'-'s".^.��'���₹'li--€';. -.,_... �-•r_� ��77�Q'�['' -s. '� `���-t- � 'T �_ `�rar s I Treatment Device ❑Glendon ❑Sand Filter ❑Mound ❑Sand Lined Drainfield ❑Recirculating FilterElATU N u Water ❑Other Treatment Level(check all that apply): ❑A 10 B tl C O BLI R BL2 1 BL3 CAE dN Drainfield Type ❑Gravity O Pressure ❑Trench ❑Bed i 'Sub Surface Drip Septic Tank/Drainfield Specifications Laterals r Number of Bedrooms 3 Schedule/Class Nektx-1 m Daily Flow: Operating Capacity ay© gpd Length 450 ft Daily Flow:Design Flow 360 gpd Diameter 1 in Septic Tank Capacity(working) N1)' gal Number NA Receiving Soil Type(1-6) 4 ✓ Separation �e5 ft Receiving Soil Appl.Rate a ..p gpd/ft2 Orifices Required Primary Area 1/)J ft2 Total Number of Orifices 450 Designed Primary Area /j l ft2 Diameter NA in Designed Reserve Area tt ft2 Spacing 12 in Trench/Bed Width f ►n&h Manifold Trench/Bed Length 450 ft Schedule/Class NA Elevation Measurements Length NA ft Original Drainfield Area Slope 30-35 % Diameter NA in New Slope,If Altered NA % Preferred manifold configuration used? O Yes ❑No Depth of Excavation Up-slope 24 in Transport Pipe from Original Grade Down-slope 24 in Schedule/Class 40 Designed Vertical Separation 12 in Length ____ ft Gravel-based Drainfield Required? O Yes Ed No Diameter in Pump Required? 9'Yes O No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 24 Diff.in Elevation Between Pump&Uppermost Orifice 6 ft Dose quantity 15 gal Drainfield Squirt Height/Selected Residual(head) NA ft Chamber Capacity(flood) 1 ao o gal Uppermost Orifice Higher O Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 3 gpm Timer M B(apse Meter L Event Counter Calculated Total Pressure Head ft If Timer: Pump on 300sec ,Pump off 1 hr Comments UV I MAY 28 2026 DA AI I rn � A Ir I Ir Y I\ I f IlE.ALT I I Revised:4/14/2025 bESIGN FORM—PAGE TWO Assessor's Parcel Number:22320-50-00057-- -- Permit Number: SWG DESIGN CHECKLISTS- Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch E1 Test hole locations 19 Drainfield orientation and layout Reference depth from original grade: 21 Soil logs E1 Trench/bed dimensions and e( Septic tank E9 Property lines critical distances within layout E1 Drainfield cover 13 Existing and proposed wells E1 D-BoxNalve box locations Reference depth from original grade within 100 ft of property E6 Septic tank/pump chamber and restrictive strata: EJ1 Measurements to cuts,banks,and locations E1 Laterals,trench/bed,top and surface water and critical areas 2 Observation port location bottom 0 Location and orientation of E9 Clean-out location ❑ Curtain drain collector curtain drain and all absorption ❑ Manifold placement 0 Sand augmentation components 6d Orifice placement Other cross-section detail: E1 Location and dimension of E1 Lateral placement with distance Pf Observation ports/clean-outs primary system and reserve area to edge of bed g Other Information E9 Buildings Ej Audible/visual alarm referenced Yes No Erb Direction of slope indicator Q( Scale of drawing shown on scale 0 Exi Design staked out E1 Waterlines bar 0 21 Recorded Notices attached Erb Roads,easements,driveways, p Elevation benchmark and relative 0 21 Waiver(s)attached parking elevations of system components 9 ❑Pump curve attached 21 North arrow and scale drawing ❑ 66 Evaluation of failure shown on scale bar Non-residential justification ❑ 21 Waste strength ❑ E1 Flow -Y DESIGN APPROVALS The undersigned designer must be notified by installer at time of installation El Yes ❑ No 4' a[ ignature 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: c17) J2% Environmental Heaih Specialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. I2r� ✓ 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 ii.. r IN& Ad Ie nK .ct.TieRlSfrcf M f SyRteat.8 BY�Er,v1i I Io.Ir,c'IIII ` . SAY z 8 2026 � �� COUNTY :I ;. ENVIRONMENTAL HEALTH : 4,i . : jt : PARTssr NuWater NR Assembly Diagram j ArDUA4 PORT-AERATOR:. M;`POLY DIFFUSER:BAR(2) 6 1 UBBE .90W/_CL MPS:(2). N.=1":PV6_(8=:i92''SI:CTIONj t 391 GAfa: b,1L2 SLIP.X1/2"NPTADAPTOR P 118"'CLEAR;PVC HOSE;(OPTIONAL 57_ E:.1"STREET X:112"NPT:Bu SHING(3) Q:1/2;PVC;PIPE(BY INSTALLER) F.1/2'9O ELBOW(3). R:1"PVC:PIPE(BYINSALL G 1cx 1"-'X 72"TEa. 5.2'•`PYC PIPE{BY iNSTALLFR)- k1;:1"90`;E.L'8011I(.(a) T.118".B7ILRBED_ApApTORTQ:"l1ART.(Z.. 1 2 C;t"EU I1IN Ua1/:STRRETJ(1tr NPT BUSHING(2) • 2-S.t ARY'[EE. Vii/2' :CQl1l!LEf2-p IC,."t."PVC.•CRQSS. W 2 00f ER(ELY iNSTALIER): LA"OOUP1.99(1*M;tALLERj: Revised 2/25/12 9'-2" WATERTIGHT LID VENT(typ) DUAL PORT AERATOR RISERS(TYP) _ I __ 36"MAX. 1"PVC:P) 0 1/2"PVC - I AIRLINE MASTIC I 4- a 2"COUPLING &REDUCER 6" 2"TEE 1"PVC SLUDGE 12" RETURN LINE 2"PVC TRASH CHAMBER DIGESTER CHAMBER CLARIFIER OPERATING CAPACITY:417 GALLONS OPERATING CAPACITY:421 GALLONS CHAMBER 160 GALLONS FLOOD CAPACITY:490 GALLONS FLOOD CAPACITY:494 GALLONS 65" 58" FLOOD:191 GAL. 54" 50" 53" ! 0 APPROVED ° o T E1/2" MAY 2 8 2026 12" kSON COUNTY ENVIRONMENTAL HEAL H F o DIFFUSER BARS(2) RP PARALEL TO TANK WALL 3" SLUDGE RETURN 1.5"TAPER SIDE VIEW 1"=1.4 ft. STONE-FREE NATIVE SOIL OR COMPACTED SAND INSTALLATION INSTRUCTIONS OVER STONY SOIL 1)Excavate tank hole with vertical walls to 1 foot larger than tank on all sides. 2)If bottom of hole is stony,Install 3"of compact sand&level out with screed. ----- ---tRISER 3)Install tank in center of hole,keeping 1 ft.void space on F -- all sides. I 24'RISERSI ih P) 4)As tank is filling with water,fill in void space with compact I I I P/TOP granular(sandy)soil free of large clumps of clay. I I II 5)Install rest of system,&affix risers to adapters with I I II waterproof adhesive. I I I I 4-8" 6)Perform watertightness test In field as required by local jurisdiction. 12 I 7)Upon approval to backfill,carefully backfill with native I I I I I I soils over top of tank. I TRASH CHAMBER I I DIGESTER I ICLA t FRI 8)Final grade the surface to avoid chanelling surface L-------J L-------I L__J -1 water toward tank. TOP VIEW 1""28 ft, c oAEROBIC TREATMENT TANK DETAIL FOR NuWA TER BNR-500 TREATMENT UNIT ENVIRO-FLO, INC. RISED: /O�/7 I�WasfewaterTretment Technologies P.O.BOX 321161,Flowood,MS 39232 SCALE: (877)836-8476 (601)845-4716 fax 'rr = 1.4 ft. www.enviro-flo.net Fable 1:Drip Deign E srr t to s Bedrooms Minimum numbernumbereniitters required 2 240 241. 300 300 .t. ,� "'i�' � �.,.--- 3..:.'<'�,'r•- f '5 3 360 3 450 450 A > 4 X4/80M1 *. 40 6000 �}Cl/5 600 Py ��4 a7 i -t3 68 750 trr 50 Bedrooms Dr pline required at ntin murnemitterspacing ft } 2 240 240 300 300 3 360 360 450 6 450 iii i 4 480 48C) 600 600 44 i 0= µ'.'ms'.,`-.• �.. �}-�.Lf •'� �S-7J t 3.L �'!'1,' y� y�t . 5 600 500 750 4 ; 750 1 5 "4j t� 43 Minimum emitter spacing(It) Minimum dripne spacing I 1.5 2 ..a-5 ) 2 2 Bedrooms Minimum driptield area{0) 2 240 24D 450 41 9!-{Jy 600 6�"�;mom%�•� r-x.. 3 360 36G 575 11 4 480 480 90D 200 5 600 600 1125 150.0' 4J L i Minimum number of distribution zones ilil 1 Ii 11 . 12 APPROVED MAY 2 8 2026 MASON COUNTY ENVIRONMENTAL HEALTH RET o2yr i n F� LICENSE ESIeNER EXPIRES 12115!2 L, '' NETARM TM GROW MORE WITH LESS FILTRATION MANUAL DISC 1 FILTERS ' ; - , ,' -t� 5, T}IE HLTERING PROCESS. Troovecopreseplastledtscrings produce , I a deep filtratlol process AsdlriywateTrtsf � purnped into the f titer and pressure increases fT, ohe autstde the filter the water prlessure ____ xesses3he pngstogethtightlyi r� Grao�res Irthe disc rings crisscros, orming a three dimepsiopal netui7ork thattrapsaricls .> .f.�.� r fihe rlumbe?yof crisscrossed nf9-E P, lon polrlts� 'on each groove vane'sdeper dipgFoh"Jdtratton n,7 r= grae�Thettlrbulentie in thevarying paths and t t thearge number of��tersedtions create an 'enuirgjtmentFinf(�ere�pa�ttclesare eventually i �"'£" tra ed pp µ � 3/4" 1" Z'DUAL LITE �Thisdesignfiitersthedtrtywatethorou9hJy,not� st oly op the outer surface of the cylIndncaJ disc filte'r,,6utthroughthe enure depth of every rings' 7 grooves The result is a larger,tore efflctent afilter pg area(when compared to screeh filters) : ^ � ai � w th more deU`ns belilg capture and cleaner, Y `v ssessregeecle�r►tl1g�_ _ , �IGI s1 m e fOrlet1WI Dlit ti t �, ,� z k 1herskrrtgga ran' APPLICATIONS ■ Primary irrigation filter for relatively clean or average water quality r � ■ w" ` o f 7 ' £ i e s �s Protection of irrigation systems from clogging and/or abrasion r,'Top fewofdtscrt� s r €q p saei C iIi tf sx t T t� ?r` i MESH MICRON I DISC COLOR �" 040 400 Blue 4y 080 200 Yellow u Y Y 120 130 140 115 Black a z: 200 j 55 Green Substitute—inModelNumberforpropermesh. titAPP K b MAY 28 f 4 fi A r r � �t. -. MASON COUNTY ENVIROI4,>0 E `w �J• -_ l RET 1 1 ' FLOW RANGE ) 1-12GPM MAXIMUM PRESSURE ) 140 psi V►a?� FILTERINGSURFACEAREA ) 25sq.in. i FLOW RANGE ) 5-26GPM FILTERING VOLUME ) 5.8 Cu.in. LENGTH ) 522/32" MAXIMUM PRESSURE J 140 psi FILTERINGSURFACEAREA j 49sq.in. WIDTH 715/32" FLOWRANGE WEIGHT ) 66lbs. FILTERING VOLUME ) 27 cu.in. 10 35 GPM LENGTH 911/32" MAXIMUM PRESSURE 140 psi DISTANCE BETWEEN ENDS ) 6" FILTERING SURFACEAREA 78 s .in. INLET/OUTLET DIAMETER ) 3/4"Male WIDTH 67/32" Q� MODELNUMBER ) 25A45"** WEIGHT ) 22lbs. FILTERING VOLUME 36 cu.in. DISTANCE BETWEEN ENDS 67132" I LENGTH ) 1313/32" INLET/OUTLET DIAMETER j 1"Male WIDTH 6 7/32" MODELNUMBER ) 25A47"** WEIGHT ) 3.11 lbs. DISTANCE BETWEEN ENDS 67/32" INLET/OUTLET DIAMETER 1"Male OUT 1 p V ED MODEL NUMBER ) 25A48*** MAY 282026 OUT 4-- 4- IN MASON COUNTY ENVIRONMENTAL HEALTH RET FLOW RANGE ) 40-11DGPM J FLOWRANGE ) 80-220GPM MAXIMUM PRESSURE ) 115 psi J MAXIMUM PRESSURE ) 115 psi FILTERINGSURFACEAREA 147 sq.in. J FILTERINGSURFACEAREA ) 294.5 sq.in. FILTERING VOLUME 75.7 cu.in. FILTERING VOLUME ) 174 cu.in. LENGTH ( 16 5/16" J LENGTH ) 28'4" WIDTH 101/4" j WIDTH ) 914/32" WEIGHT 6.6Ibs. j WEIGHT ) 17 lbs. ) l DISTANCE BETWEEN ENDS 1 101/4" I DISTANCE BETWEEN ENDS ) 1219132" INLET/OUTLET DIAMETER ) 2"Male INLET/OUTLET DIAMETER ) 3"Flanged MODEL NUMBER ) 25A2DL-*** I MODEL NUMBER ) 25A3TL-***F OUT OUTS <-IN { FLOW RANGE 10-35 GPM MAXIMUM PRESSURE 1 140 psi FILTERING SURFACE AREA 1 49 sq.in. FILTERING VOLUME 1 27 cu.in. FLOW RANGE 10-52 GPM LENGTH 1 10 5/8" MAXIMUM PRESSURE 140 psi WIDTH 1 77/8" FILTERING SURFACEAREA 78 sq.in. WEIGHT J 2.4 lbs. FILTERING VOLUME 36 cu.in. FLOW RANGE 40-120 GPM DISTANCE BETWEEN ENDS 1 77/8" LENGTH 141/2" MAXIMUM PRESSURE 174 psi INLET/OUTLET DIAMETER 1 11/2"Male WIDTH 77/8" FILTERING SURFACE AREA 147 sq.in. MODEL NUMBER 1 25A15-*** WEIGHT 1 3.3lbs. FILTERING VOLUME 75 cu,in. DISTANCE BETWEENENDS 77/8" LENGTH 1 143/4" INLET/OUTLET DIAMETER 11/2"Male WIDTH 10 1/4" MODEL NUMBER 25A17-*** I WEIGHT 11 lbs. DISTANCE BETWEEN ENDS i 101/4" APPROVED INLET/OUTLET DIAMETER 2"Male MODELNUMBER 25A30-*** MAY 2 6 2026 MASON COUNTY ENVIRONMENTAL HEALTH R€T FLANGED GROOVED 1 FLOW RANGE 1 80-220GPM I FLOWRANGE 16O-4SDGPMI FLOW RANGE 200-600GPM MAXIMUM PRESSURE 140 psi I MAXIMUM PRESSURE 140 psi MAXIMUM PRESSURE 140 psi FILTERING SURFACE AREA i 287 sq.in. FILTERING SURFACE AREA 1 574 sq.in. FILTERING SURFACE AREA 574 sq.in. FILTERING VOLUME 108 cu.in. FILTERING VOLUME 216 cu.in. FILTERING VOLUME 216 cu.in. LENGTH 247/8" LENGTH 47" LENGTH 1 47" WIDTH 1 123/32" WIDTH 1 13" WIDTH J 13" WEIGHT 31 lbs. WEIGHT 1 52.0 lbs. WEIGHT 57.2 lbs. INLET/OUTLET DIAMETER 3" DISTANCE BETWEEN ENDS 1 1717/32" DISTANCE BETWEEN ENDS 1717/32" MODELNUMBER-FLANGED 25A53-***FNEW INLET/OUTLET DIAMETER 4"Flanged INLET/DUTLETDIAMETER 6"Flanged MODEL NUMBER-GROOVED 25A53-***GNEW I MODEL NUMBER j 25A78***F MODEL NUMBER 25A80-***F MANUAL DISC FILTERS IIIY 11 FLOsi) W RATE HEADL������D SS(p����� (GPM) 3/4" 1" i"SUPER 11/7' 11/2"SUPER 2"DUAL HP 2"DUAL LITE 3"TWIN CITE 3"ANGLE 4"TWIN 6"TWIN 10 X250 I.I � —� � I I I 13 g3T..T —__i I I I I I 17 I I I I I 31 I I I I J 66 — J I I I, "* I I 88 — 1 —J I 110 —J_—I_I 132 I LJ — I Iv I 154 — J I_I_I — I 176 __—� J_— J ? t I I 198 J I_ I_ °:. 132 J 220 I I�� -- I __— I g I 242I_ ,__ ] I I 264 ••_ J ]— I I I I I 286 �� J_I — I 308 �—____I_� — I _I 1 330 L _ J— I I I I I 350 •__J— _I—iJ_ J 400 __ 1—� 500 ]__J I � J I I � I _ 600 _ I_ i II I I I I 30 The losses shown are for filters with 140 Mesh CHART LEGEND I 1 I River,ditch,pond,lake or reservoirwater j1;QQQ Well water containing sand only gOQ Municipal supply MAY 28 2026 1 i MATERIALS MASON COUNTY€NUIRONMENTAL HEALTH FILTER SIZE MODELNUMBER r Disc Rings:Polypropylene RET 314" 25A45-:— ■ 0-Rings:EPDM Rubber 1" 25A47*** I ■ Clamp:Stainless Steel(except 2"Dual 1"SUPER 25A48-*"* Lite and 3"Twin Lite which is Plastic) 11/2" j 25A15•*** 11/2"SUPER 25A17-*** 2"DUAL HP 125A30-*** 2"DUAL LITE 25A2DL-*** 3"TWIN LITE 25A3TL-***F NETAFIMTM 3"ANGLE FLANGED 25A53-***FNBN GROW MORE WITH LESS 3"ANGLE GROOVED 25A53-***GNEW 4"TWIN FLANGED 125A78-***F NETAFIM USA 5470 6"TWIN FLANGED AVE. � 25A80-***F � FRESNO,C CA A 93727 Substitute"•for proper mesh size. CS 888 638 2346 www.netafimusa.com A02412113 ` METAFIM�' WASTEWATER DIVISION BIOLINE DRIPLINE Copper oxide is �""� "�` impregnated into the emitter serving as a �� natural antimicrobial _______ agentto help prevent [r ®�� microbial activity. MAY 2`8 MASON COUNTY ENVIRONMENTAL HEALTH RET APPLICATIONS { �,j-• ��et•� �r t .i �n ODI�CT ADV s cES r L • Typically installed following a treatment press e ompeFl,itioaaI drrep s enve a r to eu :xn process s opontol 1 gte Tarn * • Can be used with domestic septic tank •, r ue f o = athTueboae c o o rnv d or can o o f effluentwith proper design,filtration and th at sane at�ig rst LIU M -c o rng- operation ontrn sseffltts 1 np atd> t p ft#she debfisra tt .�' • Reuse applications including municipally t 3 cte ro,g ou o e alo0,� 'ot ust� tther begi n o>en co a L treated effluent designated for irrigation and - � c of �" su es=unrrt err, te dra per�o eration � � other disinfected and non disinfected water • aSin o1e= r=1? t e t1 sources. Be protection ag r starog n or "' SPECIFICATIONS Al o s e r pl n a"be e_ail Subsu: p rc fionss 1 .o ; r " " • Dripper flow rates:0.4,0.6 or 0.9 GPH ee -f r c mte-a1 r•oteo =� y xrp ensp�eanraa #row ce er o ertu5rn -e s res • Dripper spacings:12",18"or 24"dripper spacings and blanktubing o "the eanest3f owe te>s e d pro erpted ao • Pressure compensation range:7 to 58 psi ` phsrr;aooi r, r np a o ' • usran rthout eee emrca�pi to t n " • Maximum recommended system pressure: T r ktdrr pe �t es eFh adest e o ow rate 58 psi a aria :°z110 s2he, tg er�o, a c �ph e o a jsor ra s1 a Tubing diameter:0.66"00 056 ID iiiio,. Tubing color:Purple color indicates non- p rDgF -;ompf felt' ap ee inpTil easilyt a KK fyr .r o potable o.Eq e a pd sus ofuiot e�b rya • Coil lengths:500 or 1,000'(Blank tubing in tap:oop 9xrd. irni nirspeoif cents tton you - 250) p of n eh oces f e s r t' re t, a C�. o+t 0u th • Recommended filtration 120 mesh 1 - f" p u t Bending radius:7" or. oan erjslie suaee�ad jge orp�su s :ac • UV resistant s e&. sio ag e r7rre e r es nt a ra. stoxe Tubing material:Linear low-density o 00 polyethylene Additional spacing and pipe sizes available • by special order.Please contact Netafim USA Customer Service for details. BIOLINE DRIPLINE 1 1 1 1 AODmONALROW 0F2.3 GPM REQUIRED PER LATERALTO ACHIEVE3 fps ADDITIONAL FLOW OF 1.2 GPM REQUIRED PER LATERALTO ACHIEVE 15 fps lDrnPPERFLOWRAIE(GPHI 0.4GPH 46GPH 0. J ! Hff!!I HGPH 0.9 GPN DRIPPERFLOWRAtEIGPM 41 GPH 0.6CPH 09GPH 0.4GPH 0.6 GPN D9 CP11 0.4 GPN O.fi GPH 09 GPH it is I102 94 J 4 UJ I201 ,171 5 140 2,7M 735 194 331 289 211 26 151 136 119 203 184 I61 2J 1 45 91 25 166 _ J1 _J' 3118 251 459JJJ 383 313 ' 35 I 193 171 146 2,6�0, _ JJ� 7,,3�2� 200 315 28I3 245 35 315 261 12, 437 JJ J 455 359 ry 40 21,1 186 158 J�_'� .J 218 347 11'3 267 ty 40 I337 J J 280 469 391 313 583 487 393 45 J 200 169 310 274 J 377 395 J 2J z 45 35B 296J 735 49l 413 331 619 517 4I5 Rowper10T(GPM/GPH)I 0IDIa j.J !i_( !] a4lzser] aW4t t.a4st 03vm MM W11a flowper100(GPM/GPH)I as'+fw tecst, tsyvx a4ysar asva taut Daum astrn an/b Laterallenglhs are based onflows allowing Lora 3 fps flushing/scoudng velocity Lateral lengths are based on lbws allowing fora 15 fps flushing/scoudng velocity 1 1 I i ADDITIONAL FLOW OF 20 GPM REQUIRED PER LATERALTO ACHIEVE 25 fps ADDITIONALFLOW OF 0.8 GPM REQUIRED PER LATERALTOACHIEVE 1.Ofps DRIrPERFIOWRATEIGP}IIl PH 46 GPN 03 GPH DIUPPERFLOWRAtE(GPN)I fRS! J H G.6GPH 49 GPH 15 128 115 100 172 155 136 205 187 165 ,15C 248 2,005e I 163 J 285 178J 427 355J 2&5J 25 183 161 137 248 220 1 188 30 268 731 H 5 315 J203 440 361 286 549 453 359 ' 35 I 718 198 168 31g 272 JJ.JtJ 379 J 289 35 JJ 734 513 419 391 643J 521J 4I7 40I 2,4,8� 214 1 178 339 295 247J 413 305 �y 40 3B9 316 24 _8 515 445 35gJ 693 559 J 441 45 �J 2?9 ' 190 361 316 263 447 389 327 ? 45 I409 332 26. 574 468 36�J LLJJ 463 Fiowper106(GPM/GPH(I amito 1=1 1=1 WX67 j_1199( 034at aswt 0nf1e nowperIW'1GPM/GPHI I aarl4a mto1 t RE a441mm W41 mast D3M astnt an/rs LateraIIongths are based on flows allowing fora 25 fps eushing/scouringvebdty Laterallengths are based on lbws allowing rata l fps fuoh nglseoudng velocity 1 1 1 1 ADDTIONAL FLOW OF 1.6 GPM REQUIRED PER LATERALTO ACHIEVE 2.0 fps ADDITIONAL FLAW OFO.4 GPM REQUIRED PER LATERALTO ACHIEVE 05 fps DRIPPER FLOWRAIE(GPH11 0.4GPH 46GPH 09G!!! 0.4GPH ob GPH 0.9 CPH 0.4GPH O.6GPH 09GPH DLIIPPERFLOWOAIE(GPHII 0.4GPH 0.6CPH 09GPH 0.4GPH 0.6 GPH 0.GPII 0.4GPH 0.6 GPN 09GPN 15 I161 1 NI 119 7 2,,1,, 191 164 263 J 201 15 301 2'4�2,, � 188 422 34 1 J 531 429 J 721 190 157 �J 261 218 369 J.1fLJJ!2J 25 369 J 226 61AJ 418 3]3 655 J.iiJJ90g 1 35 I J "7L„9 PJ29 167 3ID 316J 26g 455 3g1 324 35 421 337 J ffi0 476 368 J 7J49 ' 467 ty 40 I �J 246 200, 399J 340 278 493 421 J ry 40 I443 3511 27'U 26 6K I 1- J 790 49L 45 310 261 212 427 362 J 527 449 369 z 45 464 371 285 J 524 404 829 665 513 flowperIW(GPM/GPM I astleJtozviljJ 1J 072118 flowporlW(GPM/GPHI I Bela tool J a4wast 0m141 1aL5t o3vm a≥M1 anf4a Lateral lengths are based on flows allowing fora 2 fps flushinglswodng velocity Lateral lengths are based inflows slowing fore 05 fps nushingfscouring velocity Netafim recommends flushing velocities capable of breaking free any accumulated bioslimes and debris in the piping network. Notes: 1. Refer to local regulations for information on flushing velocities that maybe written into codes. 2. Netafim does not endorse a specific flushing velocity. 3. Flushing velocities should be determined based on regulations,quality of effluent and type of flushing control. 4. Using a flushing velocity less than 1 fps does not provide turbulent flow as defined by Reynolds Number 5. Higher flushing velocities provide more aggressive flushing. A Q V MAY 282026 DRIPPER FLOW RATE VS.PRESSURE MASON COUNTY ENVIRONMENTAL HEALTH 1.0 0.9 I. I II 0.8 DRIPPER 0.4 GPH DRIPPER I 0.6 GPH DRIPPER 0.9 GPH DRIPPER a 0.7 SPACING GPH I GPM GPH GPM GPH GPM I 0.5 12" I 40.0 0.67 61.0 I 1.02 j 92.0 I 1.53 3 0.4 I' 18" 26.7 I 0.44 41,0 0.68 61.0 j 1.02 0a � I I 1 � � __- 0.2 24" 0.344 20.0 31.0 0.51 46.0 0.77 l 0.1 10 2430 40 5050 PRESSURE(psi) Between 0 and 7 psi,the dripper functions as a turbulentflow emitter,ensuring thatthe nominal design flow is not exceeded atsystem start-up. Netafim sets the bar for innovation in drip irrigation with Copper.Cupron®copper oxide-based technology allows for maximum performance.The integration of copper oxide in the internal emitter,and the unique patented emitter design with physical root barrier provides two levels of protection,giving your system the protection it needs to fight against root intrusion. • Cupron copper oxide provides one of two layers of defense against root intrusion,a physical root barrier inside the dripper provides the other. • Cupron copper oxide technology will not wash out,wear off or leach out. Remaining effective throughout the life of the product. • Cupron copper oxide is approved for use by the EPA ensuring peace of mind. EXPLODED VIEW OF BIOLINE DRIPPER BIOLINE DRIPPER OPERATION Top of Dripper Bioline drippers are pressure compensating-delivering the The large surface area water uniformly into the soil for further treatment or for reuse of the filter increases b the landscape,These unique drippers longevity and prevents by p q pp rs allowthetubing to be dirt particles from installed on flattopography or steep slopes. settling in the dripper. Bioline drippers are protected against microbial activity.Copper oxide impregnated XRdrippers—Copper,a natural antimicrobial material,is used to help prevent microbial activity. Chemical•resistant � :-;.yam ~ molded silicon diaphragm `'j Netafim drippers are continuously self-cleaning during operation,not just atthe beginning and end of a cycle.The result is dependable,clog-free operation,year afteryear. Bottom of Dripper Large and effective filter area prevents penetration of coarse particles inside flow path.Superior clog resistance for effecient irrigation. ORDERING L I RATE SPACING LENGTH UMBER 0.4 GPH IZ 1,000' 0BWRAM.4-12V SPECIFYING INFORMATION 500' 0BWRAMA-12V500 SAMPLE MODEL NUMBER 0.4 GPH 18 5000 08WRAM.4-18V500 1 2 3 1,000' I WRAM.4-24V 0B Bioline t� � � , r 0.4 GPH 24' 500' 0BWRAM.4-24V500 Dripline=08WRAM A 0.6 GPH 12' 1500' 0BWRAM 612V500 FLOW RATE SPACING LENGTH 0.6 GPH 18° 1500' 0BWRAM 6-18V500 DRIPPER DRIPPER COIL ,000' 08WRAM.6-24V 06 GPH =.6 10'=10 1,000'=v6� 0.6 GPH 24" 1500' 08WRAM.6-24V500 09GPH= 1 24'=24 ��� 0 0.9 GPH 12 1,000' 08WRAM1-12V 500' 0SWRAMI12V500 BLANK Tubing Model Number.250'=0BWRAM-250 1,000' 08WRAMI-18V 0.9 GPH 18 500' 08WRAMI-18V500 ® tom'} 0.9 GPH 24 1,000' 08WRAM1-24V 500' DBWRAMI-24V500 BlankTubing 17mm I 250' 0BWRAM-250 MAY 282026 MASON COUNTY ENVIRONMENTAL HEALTH RET BIOLINE FITTINGS FITTING APPLICATIONS • Fits Bioline Dripline FITTING SPECIFICATIONS • Barbed fittings fora secure fit • Easy installation without glue or tools • Allows for easy on-site inspection of proper fitting installation TLCOUP TLELL TLTEE TLCROS Insert Coupling Insert Elbow InsertTee Insert Cross 4 _ TL050MA TL075MA TL075FTEE TL2W075MA %2"Male Adapter %"Male Adapter Combination Tee 2-Way Insert Ins x Ins x3/a"FPT 3/4"MPTx Insert - II TLIAPVC-B TDBIT16.5 TLIAPE-B Insert Adapter with Grommet Drill Bit for TLIAPVC Insert Adapter for 1"or 1%2"or larger PVC Pipe Fitting(16.5mm or 21/32') Larger P6"drill or 11m A P V E D or 1/16"drill or punch) MAY 28 2026 FITTING DEFINITIONS JIIJ FPT=Female Pipe Thread MASON COUNTY ENVIRONMENTAL HEALTH RET MPT=Male Pipe Thread i TLFIG8 TLS6 Ins x Ins=Insert by Insert Figure 8 Line End 6"Soil Staple NETAFIM TM TLSOV TLCV , Shut-Off Valve Inline Check Valve NETAFIM InsxIns • Flowflange: 0.9to4.4GPM 5470E.Hom USA • Opening Pressure: 10.2 psi 5470 E.Home Ave. • Closing Pressure: 5.9 psi Fresno,CA 93727 (13.4 Feet Column of Water) CS 888 638 2346 www netafimusa.com W064 12/20 Mason County WA GIS Web Map -: ' ,)r. (12, /,/ j � N l' ' ChrI�`tl117. (fij �.rt. , j : 1 ______ /' . ' 2 irk f lip � 8 t F It 1 12 2 / 4/21/2026,2:40:02 PM � ®U V � . 1:6,114 2 0 2026 0 0.05 0.1 0.2 mi 13 County Boundary MAY O �' ', ' 'I' I MASON COUNTY ENVIRONMENTAL HEALTH 0 0.07 0.15 0.3 km O No Filled RET Tax Parcels (Zoom in to 1:30,000) Sources:Esi,HERE.Garmin,Intemiap,Increment P Corp.,GEBCO.USGS, FAO,NPS,NRCAN,GeoBase,IGN,Kadaster NL,Ordnance Survey,Esd Japan,METI.Earl China(Hong Kong),(c)OpenStreetMap contributors,and the GIS User Community Mason County WA GIS Web Map Application Mason County disclaims accuracy,reliability,or timeliness of website info,not Ilabia for losses from reliance an it.httpsJ/www.masonoountywa.gov/disdaimer.php ,a r ; 4 : TH/ / NOT A SURVEY ALL PROPERTY L/NES/BOUNOAR/ES HAVE .. '.R-:' ' . :; BEEN DEMONSTRATED BY THE OWNERS) AND/OR THE/F? AGENY(S). - IPJSTA LLER nil UST VERIFY THAT WATER LINE LOCATION AT TIME OF INSTALL MEETS ALL CODES/SETBAKS *. .�,• ' ' '-1"1- IS THE RESPONSIBILITY OF OWNER/REPRESENTING AGENT TO PROVIDE TO ACME IN WRITING I y .`;,.. A( Y AND ALL INFORMATION PERTINENT TO THE (B /E LC)PMENIT OF SEPTIC FEASIBILITY AND/OR a ,. •, DESIGN INCLUDING ALL GRAY/BLACK WATER STUB OUTS, UTILITY LOCATIONS, PROPERTY DIMENSIONS �/ :. �.•' - DIMENSIONS, EASEMENTS, BUFFERS ANO SETBACKS REQUIRED BY GOVERNING OR REGULATING ENTITIES j- -�• DF2Y WEATHER INSTALLATION AND SITE PREP REQUIRED_ •; - g � . . .• PROTECT PRIMARY AND RESERVE DRAINFIELD AREAS FROM ANY VEHICLE TRAFFIC. A. - NO PC)UNDATION S PC)ILS OR BURNING ON DRAT NI Fl ELI AREAS. '� .- ;Q " DUE TO UNFORESEEN WATER TABLES, A CURTAIN (RAIN MAY BE REQUIRED_ ,.- DEPENDING UPON FINAL ELEVATIONS,A PUMP MAY BE REQUIRE(_ •- I •' DIRECT ALL DOWNSPOUT/SURFACE WATER AWAY FROM DRAT NI Fl BLED AREAS. ' �� 4' ''• - 1F OF LATERALS OR MODULES ARE DEPICTED• THEY ARE APPROXIMATE AND MAY VARY, R I. . • PF{OV H I DED TEY M N H REAI IN THE DELINEATED DF•- AREA. � ' , I .'• -ALL WELLS WITHIN 1 00 FEET OF PROP_ BOUNDARIES HAVE BEEN SHOWN (200' FOR CLASS-B WAIVER). :J I L7Ymp - • EXCEPT FOR THE DISPERSAL COMPONENT,ALL SEPTIC COMPONENTS MUST BE WATERTIGHT TO SURFACE_ � � . • WATER LINE MUST BE A MINIMUM OF 10 FROM ANY SEPTIC COMPONENT. /4i' 1r I MAINTAIN A MINIMUM 50' SETBACK DOWNSLOPE OF I-PITS. MINIMUM OF 1 0' SETBACK U PSLO PE OF I-PITS. • S ) -• - SEED ANULCH FINAL DRAINFIELD COVER MM IEDIATELY O UPON CMPLETION_ D M '" DEPENDING ON THE TYPE OF ATU USED, A TRASH TRAP MAY BE REQUIRED. ' ,-J "' L. R MA Y A N Y BE O CLOSER THAN 5' ONCE TEFE (MAY DIFFER WITH BEDS). 6• " IF WATER AND SEWER LINES CROSS• THEY MUST BE CONSTRUCTED IAW STATE 8. COUNTY CODE_ -P POSED .I USE NUWATER PANEL MODEL EAS-SI-PT ETM CT LAA *SOIL LOGS ALREADY VERIFIED BY RHONDA @MCHD ON 3/19/2026 IV�WAYv .:1-:: i .T AND FLOATS. SOIL LOG#1 S 2 o-. ,.. SOIL TYPE: 4 OPOSED . ; • 0"-42": REDDISH BROWN SANDY LOAM BR HOUSE :• .1:: WITH MEDIUM SAND & LOTS OF PEBBLES 415' 100% rn ESERVE . • . - __ O0 ' d . (f). SOIL LOG#2 a �--�- SL3 �: . SOIL TYPE: 4 410' ® . :. 0" -42": REDDISH BROWN SANDY LOAM WITH MEDIUM SAND & LOTS OF PEBBLES -0' EL BE CHMARK 13 / . I - SOIL LOG#3 405' - SOIL TYPE: 4 = 0"-33": REDDISH BROWN SANDY LOAM ,"-75'T STREAM WITH MEDIUM SAND & LOTS OF PEBBLES 400 -, - - ' o R LEFT - tic 1 O SIGNER 395 s •� EXPIRES 121151^' ' (J`, RENCH CONSTRUCTION PROFILE PERCENT SLOPE IN PRIMARY: 30-35 MAXIMUM TRENCH DEPTH: 24 Inches 390' (DOWNSLOPE SIDE MEASUREMENTS) NOTE: PROPERTY OWNER NOTE: VERTICAL SEPARATION: 12+ Inches �4j PRESCRIPTIVE FLOW CONTROL MEASURES dCs r iull review ALL raspects of Kianseptic 1 ARE TO BE DESIGNED BY LICENSED INDIVIDUALS this design after submission to the County Healthy Department TRENCH WIDTH: Inches ��• IAW WITH APPLICABLE STATE AND COUNTY CODES. are the sole responsibility of the property owner. 380' ADDITIONAL COVER REQUIRED: 0 Inches APP VE, LEGEND I DE A LOG N I�IE MA/ 8 =SOIL 2026 --• = NO BUILD ZONE -' • CLEARING LIMITS DATE- 14 APRIL 2026 MASON C0U' IY ENVIR0NMEP.IAL HEALTH 1._=� = `- , = LOW AREAS P.O. BOX 2954 RED ��` =TREES ,2" DIA NAME- FULLER SILVERDALE, WA. I 1 CO 0' 5'10' 20' 30' 50' 75' 100' = CLEAN OUT 98383 TAX I D- 22320-50-00057 = NUWATER/BNR-500 = 1200-GAL PUMP TANK STREET- NE RHODY LN TEL• 360-698-8488 SCALE (FEET) ® = HEADWORKS SCALE: 111=301 SITE PLAN INFO@ACMESEPTIC.COM • M � DRIP IRRIGATION TRENCH INSTALLATION DETAIL AIR VACUUM RELIEF VALVE DETAIL HEADWORKS DETAIL PRESSURE GAUGE RETURN LINE AIRNACUUtd 1"BALL VALVE 314"FLO METER PRESSURE GAUGE 12"+OF COVER OVER DRIP LINE I7 jE5RELIEF VALVE ,FIMSHEOGRADE FINISHED GRADE BACKFILLED TRENCH /r/ (NO DEBRIS) 6"ROUND L o LOW 1°PVC CAP VALVE BOX (LEND}I A3 REQIPP D) GAUGES o 12" - '•-' MIN 6'lA1AX Tiz"Pvc 1"SSS PVC TEE TRENCH DEPTH COUPLING(TxT) MINVAAx SUPPORT BLOCK '`- TRENCH DEPTH PE A GRAVEL C SUMP -1"PVC PIPE(TYP) THREE BRI RIPLINE SUPPORTS FLO BLOCK U PORT cif. - SP C7o- o. D a O c}0 ,�[� �I�e O. U'5 'O O. - Q'o O• O• a D� OD O _ �o ANDPVC PTTINIPING ^m."�•• FIG NETAFIM I" :'':•.. SUPER DISC FILTER NATIVE solL D 3/4"WATER METER UNDISTURBED NOTE FEMALE ADAPTER SUPPORT BLOCK INSTALLATION METHOD:HAND TRENCH/DITCHWITCH OR USE NON-VIBRATING PLOW AND REEL AIR VACUUM RELIEF VALVE CANNOT BE CONNECTED LOWER THAN DRIPLINE HIGHEST LATERAL *TURBINE PUMP TO PUMP BETWEEN 30-60 GALLONS PER MINUTE *DRIP LINE TO BE SPACED AT 2.5' DUE TO SLOPE *OSS TO BE MANUAL FLUSH & RETURN TO PUMP TANK OSS TO HAVE A MINIMUM OF 12 DOSES PER DAY *PRESSURE REDUCER TO BE ADDED TO HEADWORKS I�,Oc� " GALLON CONCRETE PUMP CHAMBER CROSS SECTION PUMP TANK SETUP IS AN EXAMPLE ONLY. GENERAL CONSTRUCTION NOTES: CONSTRUCTION NOTES PVC Splice Box ACTUAL TANK SETUP MAY VARY, W11hCad Gdps 1.ACME DESIGN CO.HAS ATTEMPTED TO SHOW ALL EXISTING UNDERGROUNDUTILITIES• SEPTIC SYSTEMS.AND SUBSTRUCTURES.APPEARANCE ON THESE PLANS,HOWEVER, DEPENDING ON PUMP AND TANK MANUFACTURER. DOES NOT GUARANTEE THE ACCURACYANDIOR COMPLETENESS OF THELOCAT1ON OR FbKBlass Gaskeled Lid vAM EXISTENCE OF THESE UTILITIES OR SUBSTRUCTURES.THE INSTALLER IS REQUIRED TO SEPTIC SYSTEM CONSTRUCTION NOTES: E Slaws Steel BOAS UTILITIES AND S OUBSTR C NARY STEPS NECESSARY TO LOCATE AND PROTECT SUBSTRUCTURES.WHETHER SHOWN OR NOT,PRIOR TO EXCAVATION IN ANY AREA. 1.NO HOUSE FOUNDATION SPOILS ARE TO BE PLACED ON THE DRAINFlEW AREAS. 2.THE ATTACHED SEPTIC DESIGN ODES NOT REPRESENTA SURVEY.NOR DOES InspecUmACt855 24"RISER PVC erW11h GNtmlBl(5) IT PURPORT TO SHOWALL EASEMENTS OR ENCROACHMENTS,IF ANY.ACME 2.NO VEHICULAR TRAFFIC IS ALLOWED ON THE DRAINFIELD AREAS AT ANY TIME. SkpeGlound 24RisefandLid (6ondlolankada tefWdl DESIGNCO.RECOMMENDSTHATPROPERTYLINESBELOCATEDORSURVEYED P PRIOR TO SYSTEM INSTALLATION.ALL PROPERTY ONES HAVE BEEN DEMONSTRATED 3.NO BURNING ON ANY DRAINFIELO AREA. Avray �(at�oond sulfate) I6xmoended adhesive) BY THE PROPERTY OWNER/AGENT.ACME DESIGN CO.IS NOT RESPONSIBLE FOR ERRORS ARISING FROM MEASUREMENTS THAT ARE TAKEN FROM PROPERTY DisclMeAssembly LINES OR CORNERS THAT ARE INACCURATE. 4.NO CUTS GREATER THAN N FEET IN HEIGHT ARE ALLOWED WITH 50 FEET DOWN SLOPE OF ANY DRAINFIELD. CKECKVALVE 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 AREAL Codudro �— MUST MEET WASHINGTON STATE DEPARTMENT OF HEALTH AND COUNTY HEALTH TankAdapter Control Panel EINenl DIShcalge DEPARTMENT CODE. 6.ALL DOWNSPOUTSISURFACE WATER MUST BE DIRECTED AWAY FROM DRAINFIELDS. (castofbolled) CordoS Seal 4.A PRECONSTRUCTION MEETING SHALL BE HALO WITH THE DESIGNER PRIOR TO THE START OF THE SYSTEM INSTALLATION. 7.DUE TO UNFORSEEN WATER TABLES,A CURTAIN DRAIN MAY BE REQUIRED TO PROTECT THE DRAINFIELO AREAS. I kl 8.USE CAUTION TO NOT REMOVE SOILS WHEN CLEARING DRAINFIELD AREAL IT IS STRONGLY T ankIeT cast OT Dolt 5.FINAL SYSTEM INSPECTION IS REQUIRED TO BE PERFORMED BY ACME DESIGN CO.PRIOR TO THE FINAL RECOMMENDED THAT THE DRAINFIELD AREA BE CLEARED BY THE INSTALLER. ( �) SYSTEM COVER ACME DESIGN CO.IS RESPONSIBLE FOR THE AS-BUILT DRAWING AT THIS INSPECTION. S.SEED AND MULCH THE INSTALLED DRAINFIELD IMMEDIATELY UPON COMPLETION. .. 8.A SMALLICRITICAL LOT INSPECTION AND LETTER OF APPROVAL ARE REQUIRED FOR LOTS SMALLER THAN 12600 SO FT IN SIZE.OR ANY LOTS WHERE RESTRICTIVE SITE CONDITIONS DICTATE.THE SMALLICRITICAL 10.EXCEPT FOR THE DISPERSAL COMPONENT.ALL COMPONENTS OF THE SEPTIC LOT INSPECTION WILL BE REQUIRED AT THE TIME OF FOUNDATION STAKING OR CONSTRUCTION. SYSTEM MUST EE WATERTIGHT TO THE SURFACE. CDediValve(optional) 7.ACME DESIGN CO.SHALL BE NOTIFIED PRIOR TO ORAINFIELO INSTALLATION BETWEEN THE MONTHS OF Fbal Auey OCTOBER AND APRIL FOR WET WEATHER INSTALLATION APPROVAL. 11.ALL WATER LINES MUST BE A MINIMUM OF 10 FEET AWAY FROM THE INSTALLED DRAINFIELD. INSTALLER TO NOTATE FINAL WATER LINE LOCATION ON REDLINE AND PROVIDED TO DESIGNER. e.THE DESIGNER SHALL BE NOTIFIED A MINIMUM OF 6 BUSINESS DAYS IN ADVANCE OF ANY REQUIRED INSPECTIONS V long Float OF THE SYSTEM.SOME EXCEPTIONS MAY APPLY.PLEASE CONTACT ACME DESIGN CO.AT 12.WATER AND SEWAGE TRANSPORT LINE CROSSINGS MUST BE CONSTRUCTED IN ACCORDANCE WITH. 360.898.8488 TO SCHEDULE ALL MEETINGS AND INSPECTIONS. ALL CURRENT STATE AND COUNTY DEPARTMENT OF HEALTH CODES.REGULATIONS.AND POLICIES. Rehndant OB Float 9.LOCATIONS OF EXISTING UTIUTIES SHOWN ON THE SITE PLAN AREAS ACCURATE AS POSSIBLE. HOWEVER,THE INSTALLER IS FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF 13.DRAINFIELD LATERALS MAY BE NO CLOSER THAN I.V.Y OR 3(SEE DRIP PARAMETERS)ON CENTER. EmuentPump ALL EXISTING UTIUTIES.THE INSTALLER SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO SYSTEM INSTALLATION BY CALLING THE UNDERGROUND UTILITY LOCATE LINE.811. 14.PROPERTY OWNER IS RESPONSIBLE FOR SOIL LOGS TO BE FILLED UPON COMPLETION VISIT HTTP:TNWNN.CALL811.COM FOR MORE INFORMATION. 10.EROSION CONTROL MEASURES SHALL BETAKEN BY THE INSTALLER DURING CONSTRUCTION TO PREVENT INFILTRATION OF EXISTING AND PROPOSED STORMWATER DRAINAGE FACILITIES AND ROADWAYS. 11.IT SHALL BE THE RESPONSIBILITY OF THE INSTALLER TO HAVE A COPY OF THIS APPROVED SEPTIC DESIGN ON THE CONSTRUCTION SITE DURING WORK HOURS. �NOT To S[� Tl`E 12.CO.ANY AND HE C UN THIS HEALTH DESIGN RTMENSHALL BE REVIEWED AND APPROVEDBYACME DESIGN a®'`�®TI 11{1—A11L�rF� CO.AND THE COUNTY HEALTH DEPARTMENT. 13.PRIOR TO SAC" LL.ALL SEPTIC COMPONENT!9NAlL BE INSPECTED AND APPROVED BY ACME H J J• D CO eE ORE ANY HE LTN DEPARTMENT IN9P CTON9 TAKE PLAC APPROVAL SHALL NOT RELIEVE THE INSTALLER OF THE RESPONSISILTTYTO 2^ 20^R CORRECT ANY DEFICIENCIES AND/OR FAILURES AS OETERMINEO BY SUBSEQUENT TESTING AND M p 1\Y X LIiUs INSPECTIONS.IT SHALL BE THE INSTALLER'S RESPONSIBILITY TO NOTIFY ACME DESIGN CO. V 14 AND D THE HEALTH DEPARTMENT FOR ALL REQUIREDINSPECTIONS. DATE- APRIL 2026 �L 14.IF THE INSTALLER ENCOUNTERS ANY DISCREPANCIES BETWEEN THE DESIGN.CALCULATIONS. MASON COUNTY ENVIRONMENTAL p{EALTII SPECIFICATIONS.AND/OR EXISTING CONDITIONS ENCOUNTRED,THE INSTALLER SHALL IMMEDIATELY NOTIFY ACME DESIGN CO.AT 380.698.6486. NAME- FULLER SILVERDALE WA. � y 15.PRESCRIPTIVE FLOW CONTROL MEASURES OF REQ'O)ARE TO BE DESIGNED BYUCENSED INDIVIDUALS / O OD- EFT IAW WITH APPLICABLE STATE AND COUNTY CODES.THE DEPICTION OF I-PITS ON THIS SEPTIC DESIGN 98383 LICE S E IGNER IS FOR ILLUSTRATIVE PURPOSES ONLY.AND SHALL NOTES CONSTRUED AS A FINAL SOLUTION TAX I D- 22320-50-00057 FOR STORMWATER MANAGEMENT FOR THIS PARCEL. (5) EXPIRES 121157„W t�0•n'EIG FOR sKURE INHOEPEIRm=THECOVREIWAGEEIMIT Dau�LSTFO8IIi FOR DIEN AWING 0li00EESIGhR ' TEL. 360-698-6488 l� INSINtLERlO VERIFY SETTINGS BYPERFORUING DRAWDOWII.RUN 1IUEANS SQUIRT TEST.TEST RESELlS SHALL BEPROYDEO STREET- NE RHODY LN INF0a(i)4CMESEPTIC.00M TO THE DESIGNER ALON WIT G H ANY NOTICE TO TITLES CRARY ADDITIONAL DOCUMENTS REQUESTED BY THE HEALTH DEPT. I?.ENTITY RLLINO OUR READY REQUEST FORM IS RESPONSIBLE FOR ANY ADDITIONAL INSPECTIONS WE TO SITE NOT ALIGNING RITE SOBIIDIED REAPYREOIIEST TOIOI.AOOTSMP1INSPECTIONS WILL BE QORGEOANO IJUST BE PAD PRIOR T006PECTDN