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HomeMy WebLinkAboutSWG2026-00004 - SWG Application / Design - 1/6/2026 laL ��O COUNTY 415 N 6TH STREET,SHELTON,WA 98584• SHELTON:360-427-9670,0,,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: SWG2026-00004 APPLICANT Acme Septic Design Phone: 3606988488 Address: P.O. Box 2954 Silverdale, WA 893 OWNER ESQUIPULAS ELVIN ESTRADA Phone: Address: 751 NE LARSON LAKE RD BELFAIR, WA 98528 SEPTIC DESIGNER Kenn Webb-septic designer for Acme Phone: Septic Address: PO BOX 2954 SILVERDALE, WA 98383 Site Address: 751 NE LARSON LAKE RD Primary Parcel Number: 123315100050 Permit Description: Repair 3bd pump to gravity bed Permit Submitted Date: 01/06/2026 Permit Issued Date: 01/20/2026 Issued By: Rhonda Thompson Current Permit Fees Paid: $845.00 (additional fees may be required upon installation of system). Permit Expiration Date: 01/16/2027 (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 Drainfield 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 If existing septic tank is to be used, it must be certified by installer to be watertight and in good condition. Installer must add risers and effluent filter. 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 al, MASON COUNTY DATE RECEIVED: 04 ^ OD ' C > AMOUNT RECEN r: RECEIVED BY: rr (n Public Health & Human Services ; d�1UNE C. '� 0 Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 N 415 N.6th Street-Shelton,WA 98584 S W G _ Cl) 0 Z ON-SITE SEWAGE SYSTEM APPLICATION > E XI o APPLICANT PHONE m m Elvin Estrada z MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE •........ 3 751 NE Larson Lake Rdcc:, Belfair WA 98528 co SITE ADDRESS-STREET,CITY,ZIP CODE cV 751 NE Larson Lake Fed ro Belfair WA 98528 N NAME OF DESIGNER PHONE W Kenn Webb �i2 Q �� 360-698-8488 NAME OF INSTALLER All%Illitil, PHONE al v 0 PERMIT TYPE(select one) IN, DRINKING WATER SOURCE Cl) O ®RESIDENTIAL 0SS F]C0MMUNITY OSS ®COMMERCIAL SS C)PRIVATE INDIVIDUAL WELL EllPRIVATE TWO-PARTY WELL Z Cn TYPE OF WORK(select one) ®PUBLIC WATER SYSTEMp1V-Q5 Me"x,/5100 - El NEW CONSTRUCTION/UPGRADES ®REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) O TABLE X REPAIR SUBMITTALS ❑SURFACING SEWAGE Iil EXISTING FAILURE 0 SHORELINE CO L10JDESIGN FORM(REQUIRED) TA SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 4I1n0259 0 ®WAIVER(S)(IF APPLICABLE) 3 0.24 ❑ YES ❑/ NO 0 I DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) reduce setback to house. c��e.e. MaP r 0 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) 0 VOLUNTARY 0 MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑HOME SALE ❑COMPLAINT 0 OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS . . \ = 0 C .- \1 I SI El 'nomrt sRA , h -1- n 0+ V Q 11\ - O - .-� I l (al. 3 - (fir _ - __.,. ',,,. _ ....,.....- �! ,i i.��' 1,��. �- ,V ww ) ./ ---11,v)/1, S 01\0(--k-- , SOIL CODES: CU.1- b D (,y , ' O.-f---Vt RD DRAWING AND INSTALLATION REPORT V=VERY G=GRAVELLY S=SAND L=LOAM SI=SILT C=CLAY E=EXTREMELY ROOTS REQUIRED FOR FINAL APPROVAL. INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED/ISSUED BY DATE Sall 1 16/1,, I /16/2i] l\ X11 i THIS FORM MAYBE SCA NED AND AV ILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:4/14/2025 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 12331-51-00050- -- A design will be reviewed when 3 copies of each of the following are submitted: "Completed design form that has been signed and dated. v 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 .a.er size: 11"X 17" —. 3 zs, - . . ai 1.� i$!i)•rat i-i E -::M",7,-7-4-<:: ::-; t ,. >r .. � �,�m ��Fs�..._ _, a �- tea_ �_..... _ -� == rte_ u _ Permit Number: SWG o)_(. -Q I. Designer's Name: Kenn Webb Applicant's Name: Elvin Estrada Designer's Phone Number: 360-698-8488 Mailing Address: 751 NE Larson Lake 94 Designer's Address: PO Box 2954 Belfair WA 98528 City State Zip Silverdale WA °itallS Ci State Zip Designer's Email info@acmeseptic.com Treatment Device 0 Glendon 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter 0 ATU ❑Other Treatment Level(check all that apply): 0 A 0 B 0 C 0 BL1 0 BL2 0 BL3 ME 0 N Drainfield Type 'Gravity 0 Pressure 0 Trench C'Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class ASTM 0.y_a,d Daily Flow:Operating Capacity 270 gpd Length S° ft Daily Flow:Design Flow 360 gpd Diameter 4 in Septic Tank Capacity(working) 1200 gal Number 3 Receiving Soil Type(1-6) 3 Separation 3 ft Receiving Soil Appl.Rate 0.8 gpd/ft2 Orifices Required Primary Area 450 ft2 Total Number of Orifices n/a Designed Primary Area 450 ft2 Diameter in Designed Reserve Area n/a ft2 Spacing in Trench/Bed Width 10 ft Manifold Trench/Bed Length 45 ft Schedule/Class n/a Elevation Measurements Length ft Original Drainfield Area Slope 0 % Diameter in New Slope,If Altered 0 % Preferred manifold configuration used? 0 Yes 0 No Depth of Excavation Up-slope 14 in Transport Pipe from Original Grade Down-slope Il'i in Schedule/Class ASTM 3031 Designed Vertical Separation 36 in Length t7 ft Gravel-based Drainfield Required? lJ Yes in No Diameter 2 in Pump Required? Elf Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 12 Diff.in Elevation Between Pump&Uppermost Orifice 6 ft Dose quantity 3U gal Drainfield Squirt Height/Selected Residual(head) n/a ft Chamber Capacity(flood) I7-O 0 1251f gal Uppermost Orifice 0 Higher 0 Lower than Pump Shutoff Pump controls:Please check those required. ��rZ � Capacity @ Total Pressure Head [0 gpm NS Timer 0 BA'apse Meter ❑vent Counter Calculated Total Pressure Head (b''r)- ft If Timer: Pump on 3 Y►' s' ,Pump off a.. r s Comments APPROVED JAN 2 0 2026 Revised:4/14/2025 MASON COUNTY ENVIRONMENTAL HEALTH RET DESIGN FORM—PAGE TWO Assessor's Parcel Number: 12331-51-00050-- Permit Number: SWG JJz(p - 00009 DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch • Test hole locations g Drainfield orientation and layout Reference depth from original grade: 6d Soil logs 511 Trench/bed dimensions and &S Septic tank g Property lines critical distances within layout Gif Drainfield cover ❑ Existing and proposed wells +l D-Box/Valve box locations Reference depth from original grade within 100 ft of property Septic tank/pump chamber and restrictive strata: ❑ Measurements to cuts,banks,and locations g Laterals,trench bed,top and surface water and critical areas g Observation port location bottom ❑ Location and orientation of g Clean-out location O Curtain drain collector curtain drain and all absorption ❑ Manifold placement O Sand augmentation components O Orifice placement Other cross-section detail: Ii Location and dimension oflid [� Observation ports/clean-outs primary system and reserve area Lateral placement with distance to edge of bed Other Information Buildings Audible/visual alarm referenced Yes No VI Direction of slope indicator [2f Scale of drawing shown on scale O IY1 Design staked out g Waterlines bar O I'Recorded Notices attached 10 Roads,easements,driveways, CI Elevation benchmark and relative Er O Waiver(s)attached parking elevations of system components I1 O Pump curve attached • North arrow and scale drawing [ f O Evaluation of failure shown on scale bar Non-residential justification ❑ ❑ Waste strength ❑ ❑ Flow DESIGN APPROVAL The undersigned designer must be notified by installer at time of installation g Yes O No Signet re 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: Environmental Health Spec alist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. 1 I' k)17/1 V 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 Pump Selection for a Non-Pressurized System -Single Family Residence Project ESTRADA/12331-51-00050 Parameters D ageAssarttySae 200 hers IIIIIIIIIIIIIIIIWIIIIII I I I I TraspatLagtt 17 faa TraspatPipeClass 40 TrasprtLireSize 2(X) ium, Dist-bingVeveMcce Ncne 140 Mac Swaim Lilt 6 fad Desig1FbNRale 10 gm Fb,Mae- Ncre iti e 'Pctfm'FricimLOSSES 0 feet 120 Calculations . TraspatNdci 0.9 I:s . Frictional Head Losses u. 100 I c s trarji Dischage 02 est X ImsinTrarspat 00 tat I— I nsshu 1VaLe 00 fed ti CV ImstrarilFbnn 0.0 fad S 80 'A di-al Fric5m I rRs.Fs 0.0 fad u E Pipe Volumes c o I PF5005 I VdaTra-sputtre 29 gasY 60 0 Minimum Pump Requirements ________ Design F etv R. 100 gpm Tctl D `�� Tcyr�ricHead 62 62 lad fed 40 20 r _ 00 10 20 30 40 50 60 70 80 Net Discharge(gpm) PumpData Legend PF5CC6HighHeadEAcstPulp Syst nCwe — 50GRM,1QrlP 115230V 1060Hz200'233.3060H z Pew CLIVE �... PurpOpirral Re ye — OperairgPdrt O DesiglPdrt O ... Ii i �7t 1.1 f r CO _„�`` ` - _� APPROVED Ili,•Oronco Syatems• �^L MI A A� ^/inCorpOreteedd i .yi r 89 '+�'A i r11\ ` 0 2026 •"�'°"'u` ""r /y///riir,�iirriiiiiiiii� MASON COUNTY ENVIRONMENTAL HEALTH EXPIRES 3/31 A-2 RET / Mason County WA GIS Web Map 4) FMuir / eP v- S l 2j f/ 7 .r__-____._.___. Ate \/ ' Gy -------LII\ Cn 7 \ J \ rr '� ` Road i o �/ 1 Canallancl (7., 1 Ttuu ii fir `� Am sari ---_,_, / Lei Z ) ,,, - -- '''. —] _.----' "V"‹.*S7. -/ 12/9/2025, 2:44:42 PM 1:6,117 O County Boundary APPROVES r 005 r 0;, 02mi 0 0.07 0.15 0.3 km O No Filled JAN 2 0 2026 O Tax Parcels (Zoom in to 1:30,000S0N COUNTY ENVIRONMENTAL HEALTH ) RET Sources:Esri,HERE,Garmin,Internal),increment P Corp.,GEBCO,USGS, FAO,NPS, NRCAN,GeoBase,IGN, Kadaater NL,Ordnance Survey, Earl Japan,METI,Esd China(Hong Kong),(c)OpenStreetMap contributors,and the GIS User Community Mason County WA GIS Web Map Application Mason County disclaims accuracy,retabiity,or timeliness of website info,not fable for losses from reliance on it https:Nwwwmasoncountywa.govrdisctai necphp WATER LINE DISCLAIMER: EXISTING TANK MAY BE USED IF CERTIFIED BY INSTALLER ITRENCH CONSTRUCT ON PROFILE IF WATER LINE RESIDES WITHIN PROPOSED DRAINFIELDS AND/OR NEEDS TO BE RELOCATED FOR ANY REASON HOMEOWNER PERCENT SLOPE IN PRIMARY: 0% % CONSUMES ALL FINANCIAL RESPONSIBILITY MAXIMUM TRENCH DEPTH: 14 Inches (DOWNSLOPE SIDE MEASUREMENTS) (1..1:8C /, �O VERTICAL SEPARATION: 36 Inches V TRENCH WIDTH: 108 Inches 136.00' ADDITIONAL COVER REQUIRED: 4 Inches • °• PROPERTY OWNER NOTE: v ` rer , Carefully review ALL aspects of this septic ft• • Llt;/�• • ?�• design.ANY costs Incurred due to changes to • °• ties O O O O O O O O O O O O O O O O O this design after submission to the County Health Department ° • 77• . . V *0 000000000000000000000000000000 . ° • , are the sole responsibility of the property owner. f,� L, • `� as �/`r1�1✓� e ►tj Q►��1 U�'tiJ r ;•° •.• • ' v .• �/ • -�--• ``GY ' • O IIA*4 05i curvy/Dreg • ' v . I. . • °. Lam• X ' . O I I / Utilities v �. • G . v . -.A`Qoo° 4./ ',40r/ -0' EL ,`\C� \ 0, J °. 1 `� • • v {..., O ,• • • 0 • � 1 1 O. Gil, ` ��C-� N. : '' • ‹,</I°',\&Cj '03 ; .' °Z • .. O I I I I "� •` \ ° . • ° • e. O ° p 1 `� v e — 17 NEW 9'X50' • °. . • ° • O GRAVITY BED • • , . . ' ' . • o +.5' EL FROM TANK OUTLET ' •. . . ' . •. , • J v • 7 w • CC Iss'' ��.++ ,,. I&. . I. 0 0 0 00 0 0 0 • 0 4 a e v a . . ° FLIP€G , • • t ° D \ i � � . • a �� o a o a o o a 0 C o 0 a o 0 0 o'a o 0 FENCE , 136.0 a 0- `/) SOIL LOG#1 VE JAN 2 2016 I .,,_ ' 1 1 <JI i w JAN `•/1//1/111/////1/////111 O EXPIRES 3181 a't SOIL TYPE 3 MASON COUNTY ENVIRONMENTAL HEALTH 6.. 5 0" - 3": FILL / ��� ��,D�p 3" - 51" LIGHT BROWN MEDIUM SAND RET 5������0 0' 5'10' 20' USE SJE RHOMBUS PANEL MODEL TDW914H4D8AC21E � 0V� SOIL LOG#2 OR IFS11W114H4AD8AC17J AND FLOATS. '� • !I_V! _ SOIL TYPE 3 -77-11..s /S !VC)T A SURVFY_ ALL PROPERTYL/NES/BOUNOAR/ES HAVE 0" - 3": FILL SCALE (FEET) BEEN OEMONSTRATEL) BY THE C)WNER(S) ANL)/OR THEIR AGENT(S). - INSTALLER MUST VERIFY THAT WATER LINE LOCATION AT TM ON TIME OF I STALL, MEETS EES ALL CO0ES/SETBACKS 3" - 5011 LIGHT BROWN MEDIUM SAND -IT IS THE RESPONSIBILITY OF OWNER/REPRESENTING AGENT TO PRO\/I OE TO ACME IN WRITING ANY ANC ALL INFORMATION PERT N NT T TH DEVELOPMENT IEO E EVELPMENT OF SEPTIC FEASIBILITY AN0/OR LEGEND ACME DESIGN C)ESIGN INC LU C)ING ALL GRAY/BLACK WATER STUB OUTS. UTILITY LOCATIONS, PROPERTY OIMEN S IONS [DIMENSIONS. EASEMENTS. BUFFERS ANC. SETBACKS REQUIRED BY GOVERNING OR REGULATING ENTITIES - C)RY WEATHER INSTALLATION ANC, SITE PREP REQUIRED. cr. =SOIL LOG - PROTECT PRIMARY ANC) RESERVE CRAINFI ELM AREAS FROM ANY VEHICLE TRAFFIC. -- = NO BUILD ZONE -NO FOUNDATION SPOILS OR BURNING ON ORAINFIELC) AREAS.D GRA N MAY R Q =CLEARING LIMITS I.I. - DUE TO UNFORESEEN WATER TABLES, A CURTAIN I BE REQUIRED. DATE- 5 JANUARY 2025 T. C)EP ELEVATIONS,ENOING UPON FINAL P MA R Q A PUMP MAY BE EUIRED. if.,".,1 = LOW AREAS P.O. BOX 2954 C)I R D WN P ECT ALL OSOUT/SURFACE WATER AWAY FROM DIRAINFIELC) AREAS. L C'V'] TREES >. '12" CIA NAME- ESTRADA SILVERDALE, WA. ." IF OF LATERALS OR MODULES ARE C)EPICTED, THEY ARE APPROXIMATE ANO MAY VARY, PROVIDED THEY REMAIN IN THE C)ELINEATED ID IF AREA. 98383 " WITHIN ALL WELLS ITIN 100 FEET OF PROP. BOUNDARIES HAVE BEEN SHOWN (200' FOR CLASS-El WAIVER). O = CLEAN OUT TAX ID- 12331-51-00050 -.... .1.."1-C OR TH O P FE IS E R SAL COMPONENT. ALL SEPTIC COMPONENTS MUST BE WATERTIGHT TO SURFACE. -WATER LINE MUST BE A MINIMUM OF 10' FROM ANY SEPTIC COMPONENT. 0 = EXISTING� SEPTI,STANK - MAINTAIN A MINIMUM 50' SETBACK COVVNSLOPE OF I-PITS. MINIMUM OF 10' SETBACK UPS LOPE OF 1-PITS. O = ;w G•Pt( d'"$151 TANK STREET- 751 NE LARSON LAKE RD TEL. 360-698 8488 -SEED AND MULCH FINAL GRAINFIELD COVER IMMEDIATELY UPON COMPLTION. ' 7U _ [DEPENDING ON THE TYPE OF ATU USED. A TRASH TRAP MAY BE REQUIRED. /� J-_ - LATERALS MAY FEB NO CLOSER THAN 3' ON CENTER. 4 = D-BOX SCAT F 1"=20' I SITF PI AN INFn(Ar.MF.RFPTI( mid e 'G" ' 'O ''fit 9'1'^ airs 9 g—ri • •11•.—E QLira`i` "11.45-•• I I' 'Ii' '-••- Y�'f'ii • AM • ' • it -■ • am' r• ♦ •to Y / GRAVITY DISTRIBUTION TRENCH CROSS SECTION NO MORE THAN 20°OF COVER 1,200-GALLON CONCRETE PUMP CHAMBER CROSS SECTION A P r© V D TOP OF DRAINFIE1D RISER WITH --TH 1 PUMP TANK SETUP IS AN EXAMPLE ONLY. PVC spceBox rc D ACTUAL TANK SETUP MAY VARY, rdn Cord Grips Fiberglass^� DEPENDING ON PUMP ANC TANK MANUFACTURER. JA 2 D 2026 0%S �'- D-BOX Stainless Steel Baits s"MIN COV" MASON COUNTY ENVIRONMENTAL HEALTH 4'PIPE 24"RISER TRENCH WITH jLj Inspecton Access 24"RISER PVC Rise with Grommet(s) 0.( � !� NATIVE SOIL RiseraMld A (bond adaptH�im RET GRAVEL 1,33.x.06• SURFACE al round surface frecommendedadhesve) ! • • Discharge Assembly Condlil to —...---7 Tank Adapter CmtdPanel .9 EflluenIDisclarge CLEANOUT AND MONITORING PORT DETAIL (castor balled) \ CandilSeal .: OBSERVATION PORT *'.:s....:`:.:::...:`.:: ::•.. �•-``'•. • re4 Tee I (R MIN DIAMETER I Tank Adaple(oast or Wed) FINISHED GRADE VERTICAL SEPARATION -K' IN NATIVE SOIL NN OVERMATERIAL ASREO. . TNRFAOEOCAP-_ Check Valve(optional RESTRICTIVE LAYER, Float Asoeoty CREWS. • - COMPACT LENS,OR � a. �� ff',,.: .' 4 . :. 0n n nC7�nI Won "HARDPAN" 4"PIPE 4I ;� v (� pvo vo ° �'�LCD C '�Lvov MINN )bJoO�ad�JoOo`-1ok�o�-Jo03�-1ok�d\JaO• o0 ..40 40 40 4Oc .wjoi, ,. Idludlt PllfQ .O Q � p O��^^0 0 g� pQ99O--,, 0 ggO,, 0 99O��+, 0 g0 0 g0 0 ¢O 0 O p Q. IF M, . -2-\40V,"\401,-;,b\Jb'-o bJ b' b . I0°?3 ?J�Ob.}JO J4 0 0 00 00 a0 a0o 00 00 a0 a0 .a0 .00 0O a0 0 0 ,w v.\ B .• - • .1 I. i •• )09-C o 9-.C o 9-.O o 9-O o •• O •�• O i I -' ,;ch ,,a-C-.),; ("),a-�C` O O fi' (-�' NOT TO SCALE 36" ED DESIGNER compaction or Ovate, ,,,,,,,,I•ES 3,,11,x;_is, CONSTRUCTION NOTES EXPI•ES 3191 GENERAL CONSTRUCTION NOTES. 1.ACME DESIGN CO.HAS ATTEMPTED TO SHOW ALL EXISTING UNDERGROUND UTILITIES, SEPTIC SYSTEMS,ANO SUBSTRUCTURES.APPEARANCE ON THESE PLANS,HOWEVER, 1 200-GALLON CONCRETE SEPTIC TANK CROSS-SECTION DOES NOT GUARANTEE THE ACCURACY AND/OR COMPLETENESS OF THE LOCATION OR SEPTIC SYSTEM CONSTRUCTION NOTES EXISTENCE OF THESE UTILITIES OR SUBSTRUCTURES. THE INSTALLER IS REQUIRED TO 1 TAKE ALL PRECAUTIONARY STEPS NECESSARY TO LOCATE ANO PROTECT ALL EXISTING 1.NO HOUSE FOUNDATION SPOILS ARE TO BE PLACED ON THE DRAINFIELD AREAS. UTILITIES AND SUBSTRUCTURES,WHETHER SHOWN OR NOT,PRIOR TO EXCAVATION IN ANY AREA. 24.00 GALLONS PER INCH INSPECTION INSPECTION 2.THE ATTACHED SEPTIC DESIGN DOES NOT REPRESENT A SURVEY.NOR DOES 2.NO VEHICULAR TRAFFIC IS ALLOWED ON THE DRAINFIELD AREAS AT ANY TIME. PORT IT PURPORT TO SHOW ALL EASEMENTS OR ENCROACHMENTS,IF ANY. ACME PORT DESIGN CO.RECOMMENDS THAT PROPERTY LINES BE LOCATED OR SURVEYED 3.NO BURNING ON ANY DRAINFIELD AREA. RISER F rl`a A/C RISER`` / PRIOR TO SYSTEM INSTALATION.ALL PROPERTY LINES HAVE BEEN DEMONSTRATED 4.NO CUTS GREATER THAN 4'FEET IN HEIGHT ARE ALLOWED WTH 50 FEET DOWN SLOPE OF ANY DRAINFIELD. cif), 1'A J f/ BY THE PROPERTY OWNER/AGENT.ACME DESIGN CO.IS NOT RESPONSIBLE FOR ERRORS ARISING FROM MEASUREMENTS THAT ARE TAKEN FROM PROPERTY 5.NO FOOTING DRAINS ARE ALLOWED WITHIN 30 FEET DOWNSLOPE OF ANY DRAINFIELD AREA. / \\ LINES OR CORNERS THAT ARE INACCURATE. _-_ _ � '_. n.04' u I F � o ecu -rJ - -. - -: _ - 3.ALL WORKMANSHIP AND MATERIALS USED FOR THE INSTALLATION OF THIS SEPTIC SYSTEM 6.ALL DOWNSPOUTS/SURFACE WATER MUST BE DIRECTED AWAY FROM DRAINFIELDS. ` MUST MEET WASHINGTON STATE DEPARTMENT OF HEALTH AND COUNTY HEALTH 7.DUE TO UNFORSEEN WATER TABLES.A CURTAIN DRAIN MAY BE REQUIRED TO PROTECT THE DRAINFIELD AREAS. DEPARTMENT CODE. •INLET FROM - - - - - - - - - - - - - 4.A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE DESIGNER PRIOR TO THE START OF 8.USE CAUTION TO NOT REMOVE SOILS WHEN CLEARING GRAINFIELD AREA.IT IS STRONGLY HOUSE _--- - .- - - - ' ' ' ' - - • - - ' • • • • • _ - - - - ' THE SYSTEM INSTALLATION. RECOMMENDED THAT THE DRAINFIELD AREA BE CLEARED BY THE INSTALLER. 9.GRAVEL AND PIPE ARE RECOMMENDED FOR THE DISPERSAL COMPONENT. HOWEVER,THE 5.FINAL SYSTEM INSPECTION IS REQUIRED TO BE PERFORMED BY ACME DESIGN CO.PRIOR TO THE FINAL USE OF GRAVELLESS CHAMBERS IS ACCEPTABLE. SYSTEM COVER.ACME DESIGN CO.IS RESPONSIBLE FOR THE AS-BUILT DRAWING AT THIS INSPECTION. AGO i- 10.SEED AND MULCH THE INSTALLED DRAINFIELD IMMEDIATELY UPON COMPLETION. • �(/��("4/ I 6.A SMALUCRITCAL LOT INSPECTION AND LETTER OF APPROVAL ARE REQUIRED FOR LOTS SMALLER THAN 11.DEPENDING ON THE FINAL HOUSE ELEVATIONS,A PUMP MAY BE REQUIRED FOR 12,500 SQ FT IN SIZE,OR ANY LOTS WHERE RESTRICTIVE SITE CONDITIONS DICTATE. THE SMALUCRITICAL THE SEPTIC SYSTEM. LOT INSPECTION WILL BE REQUIRED AT THE TIME OF FOUNDATION STAKING OR CONSTRUCTION. .l C A� 7.ACME DESIGN CO.SHALL BE NOTIFIED PRIOR TO GRAINFIELD INSTALLATION BETWEEN THE MONTHS OF 12.EXCEPT FOR THE DISPERSAL COMPONENT,ALL COMPONENTS OF THE SEPTIC SYSTEM MUST BE WATERTIGHT TO THE SURFACE. .�`` v- /'� OCTOBER.AND APRIL FOR WET WEATHER INSTALLATION APPROVAL. / 13.ALL WATER LINES MUST BE A MINIMUM OF 10 FEET AWAY FROM THE INSTALLED GRAINFIELD. OUTLET TEE B.THE DESIGNER SHALL BE NOTIFIED A MINIMUM OF 5 BUSINESS DAYS IN ADVANCE OF ANY INSTALLER TO NOTATE FINAL WATER UNE LOCATION ON REDLINE AND PROVIDED TO DESIGNER. REQUIRED INSPECTIONS OF THE SYSTEM.PLEASE CONTACT ACME DESIGN CO.AT • INLET TEE 360.698.8185 TO SCHEDULE ALL MEETINGS AND INSPECTIONS. 14.WATER AND SEWAGE TRANSPORT UNE CROSSINGS MUST BE CONSTRUCTED IN ACCORDANCE WITH S 9.LOCATOI•'S OF EXISTING UTIUTIES SHOWN ON THE SITE PLAN ARE AS ACCURATE AS POSSIBLE. ALL CURRENT STATE AND COUNTY DEPARTMENT OF HEALTH CODES,REGULATIONS,AND POLICIES. HOWEVER,THE INSTALLER IS FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF 15.DRAINFIELO LATERALS MAY BE NO CLOSER THAN 3'ON CENTER&INTERCONNECT ENDS TO FORM A LOOP `' ALL EXISTING UTILITIES. THE INSTALLER SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO V SYSTEM INSTALLATION BY CALLING THE UNDERGROUND UTILITY LOCATE LINE -811. VISIT HTTRIAA/WW.CALL811.COM FOR MORE INFORMATION. 10.EROSION CONTROL MEASURES SHALL BE TAKEN BY THE INSTALLER DURING CONSTRUCTION TO PREVENT INFILTRATION OF EXISTING AND PROPOSED STORMWATER DRAINAGE FACILITIES ACME DESIGN CO . AND ROADWAYS. 1ST COMPARTMENT 2ND COMPARTMENT 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. • 12.ANY CHANGES TO THIS SEPTIC DESIGN SHALL BE REVIEWED AND APPROVED BY ACME DESIGN DATE- 5 JANUARY 2025 OU.• CO E NTYH P., ,.. .AND TH EALTH DE ARTMENT. G 954 �� IS.PRIORS)BACKFILL,,ALL SEPTIC COMPONENTS SHALL BE PISPECTED MID APPROVED BY ACME >. DESIGN CO.BEFORE ANY HEALTH DEPARTMENT INSPECTIONS TAKE PLACE, PO BO 2 NAME-• ESTRADA SILVERDALE WA. APPROVAL SHALL NOT RELIEVE THE INSTALLER OF THE RESPONSIBILITY TO 1 . . - . . ....,:'.t..::,:......::, . . -. ;-...• CORRECT ANY DEFICIENCIES AND/OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND - - INSPECTIoNS: IT SHALL BE THE INSTALLER'S RESPONSIBILITY TO NOTIFY ACME DESIGN CO. TAX I D- 12331-51-00050 98383 AND THE HEALTH DEPARTMENT FOR ALL REQUIRED INSPECTIONS. 14.IF THE INSTALLER ENCOUNTERS ANY DISCREPANCIES BETWEEN THE DESIGN,CALCULATIONS, TEL. 360-698-8488 *NOTE* SPECIFICATIONS,AND/OR EXISTING CONDITIONS ENCOUNTERED.THE INSTALLER SHALL IMMEDIATELY STREET.. 751 NE LARSON LAKE RD NOTIFY ACME DESIGN CO.AT 360.698.8488. SEPTIC TANK SETUP IS TYPICAL, 15.PRESCRIPTIVE FLOW CONTROL MEASURES OF REQ'D)ARE TO BE DESIGNED BY LICENSED INDIVIDUALS INFO@ACMESEPTIC.COM AND MAY VARY DEPENDING TAW WITH APPLICABLE STATE AND COUNTY CODES.THE DEPICTION OF I-PITS ON THIS SEPTIC DESIGN