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HomeMy WebLinkAboutSWG2025-00105 - SWG As-Built MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 SHELTON:360-427-9670,EXT 400 a .: 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: SWG2025-00105 o r APPLICANT EVANS ET AL ERIN Phone: Address: 3320 SE BLOOMFIELD ROAD SHELTON, WA 98584 OWNER EVANS ET AL ERIN Phone: Address: 3320 SE BLOOMFIELD ROAD SHELTON, WA 98584 SEPTIC DESIGNER BOB PAYSSE* Phone: 360-507-1498 Address: 3083 E Mason Benson Road GRAPEVIEW, WA 98546 Site Address: 3320 SE BLOOMFIELD RD Primary Parcel Number: 319154100000 Permit Description: New 2bd pressure trench with Class B waiver for ADU Permit Submitted Date: 03/31/2025 Permit Issued Date: 05/06/2025 Issued By: Rhonda Thompson Current Permit Fees Paid: $555.00 (additional fees may be required upon installation of system). Permit Expiration Date: 04/17/2028 (based on date of inspection) Permit Conditions: 1 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. 2 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 3 Drain field installation not to exceed designed upslope and downslope depth specified on design form. 4 Installer is responsible for obtaining Mason County installation approval prior to backfill of system components. 5 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to backfill of system components. 6 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. OFFICIAL USE ONLY MASON COUNTY DATE RECEIVED: FII/ ^ \ / COMMUNITY SERVICES f c U) AMOUNT�(t([EIVED ,'""� RECEIVED 8Y: W M (J`�(/`�/1 ° cn Public Health(Community Health/Environmental Health) C cn 360 427.9670, . 0 ca 360 275.4467.eKt.400 415 N.6M Street.Shelton,WA 98584 SWIG ^ ,vJ — U^ OSN O Z di 13 ON-SITE SEWAGE SYSTEM APPLICATION D m APPLICANT P-O\�E m ERIN EVANS JACK RETALLICK z MAILING ADDRESS-STREET.CITY,STATE.ZIP CODE c 3320 SE BLOOMFIELD RD SHELTON WA 98584 xi SITE ADDRESS-STREET.CITY,ZIP CODE SAME I `''' NAME OF DESIGNER PHONE ROBERT H. PAYSSE 360-426-1803 NAME OF INSTALLER PHONE v I XI TBD PERMIT TYPE(select one) DRINKING WATER SOURCE l� O Pr RESIDENTIAL OSS ff COMMUNITY OSS In COMMERCIAL OSS 5-PRIVATE INDIVIDUAL WELL tl0 PRIVATE TWO-PARTY WELL Z I Cli TYPE OF VWRK(select one) PUBLIC WATER SYSTEM I M- NEW CONSTRUCTION/UPGRADES ff REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) 0 TABLE IX REPAIR I - SUBMITTALS 0 SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE CO IW"DESIGN FORM(REQUIRED) iii SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE Lp WAIVER(S)(IFAPPLICABLE) 2 4.3 c) t DIRECTIONS TO SITE AND SITE CONDITIONS:(ex locked gate) SOUTH HWY 101, TAKE CASINO EXIT ONTO OLD OLYMPIC HWY. TURN LEFT ON I o KAMILCHE PT. RD. FOLLOW TO RIGHT ON BLOOMFIELD RD. FOLLOW TO SITE o r I 0 ADDRESS 3320 ON LEFT. PDI SIGN POSTED. D Ir.,1: 5WE ' i . SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. MAR 3 1 2025 ✓/ I O OFFICIAL USE ONLY BELOW THIS LINE J UPGRADE I FAILURE SOURCE(for reporting purposes) By 0 VOLUNTARY 0 MAINTENANCE/PUMPING ❑BUILDING PERMIT 0 HOME SALE ❑COMPLAIN I UUIHE : INSPECTOR SOIL LOGS I '�� I vv COMMENTS I CONDITIONS /' --V1 D 2 Iz44- wi --\---0,2,Li 0 ., 6 S 2' * 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 FINAL APPROVAL INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED/ISSUED BY DATE 141 (NOV\ Id\Intir fri1zs . 162Wzc THIS FORM MAY BE St ANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12nrz015 .f DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 1 9 1 5 — 4 1 — 0 0 0 0 0 A design will be reviewed when 3 conies 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 Coun Web site.Maximum #a,er size: 11"X 17" Permit Number: SWG c2.O 5 -©N`[5 Designer's Name: ROBERT H.PAYSSE Applicant's Name: ERIN EVANS/JACK RETALLICK Designer's Phone Number: 360-426-1803 Mailing Address: 3320 SE BLOOMFIELD RD Designer's Address: 3083 E MASON BENSON RD SHELTON WA 98584 GRAPEVIEW WA 98546 City State Zip City State Zip DESIGN PARAMETERS Treatment Device ❑Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter,Type: ❑Aerobic Unit Make/Model 0 Disinfection Unit Make/Model Other: Drainfield Type ❑Gravity slPressure fit''Trench 0 Bed 0 Sub Surface Drip 1 Septic Tank/Drainfield Specifications Laterals Number of Bedrooms TWO Schedule/Class SCH.40 Daily Flow:Operating Capacity 180 gpd fl:Lon h 50 ft Daily Flow:Design Flow 240 gpdFl 'l i4r.',l\ 1.25 in � � 2 Septic Tank Capacity(working) 1200 gal :7. Number Receiving Soil Type(1-6) 3 Mill n1 2025 J 10 ft Receiving Soil Appl.Rate 0.8 gpd ft2 Orifices Required Primary Area 300 ft2 gpd( 8'17 s 34 Designed Primary Area 300 ft2 Diameter 3/16 in Designed Reserve Area 300 ft2 Spacing 36 in Trench/Bed Width 3 ft Manifold Trench/Bed Length 100 ft Schedule/Class SCH.40 Elevation Measurements Length 10 ft Original Drainfield Area Slope 5 % Diameter 1.25 in New Slope,If Altered 5 % Preferred manifold configuration used? l 'Yes 0 No Depth of Excavation up-slope 9 in Transport Pipe from Original Grade Down-slope 7 in Schedule/Class SCH.40 Designed Vertical Separation 12+ in Length 50 ft Gravelless Chambers Required? 0 Yes 0 No 0 Optional Diameter 2 in Pump Required? 0 Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 6 Diff.in Elevation Between Pump&Uppermost Orifice 0 ft Dose quantity 40 gal Drainfield Squirt Height/Selected Residual(head) 2 ft Chamber Capacity(flood) 1200 gal Uppermost Orifice 0 Higher Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 20 gpm l 'Timer gElapse Meter l'Event Counter Calculated Total Pressure Head 9 ft If Timer: Pump on 1 MIN ,Pump off 4 HRS Comments APPROVED MAY 0 6 2025 MASON COUNTY ENVIROhY,ENTAL HEALTH _ RET ' DESIGN FORM—PAGE TWO Assessor's Parcel Number: 3 1 9 1 5 — 4 1 -- 0 0 0 0 0 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch Test hole locations Z Drainfield orientation and layout Reference depth from original grade: FZI Soil logs It Trench/bed dimensions and lif Septic tank lg Property lines critical distances within layout V Drainfield cover Ig Existing and proposed wells lif D-Box/Valve box locations Reference depth from original grade 1 within 100 ft of property Gd Septic tank/pump chamber and restrictive strata: Gd Measurements to cuts,banks,and locations 6t?f Laterals,trench/bed,top and surface water and critical areas Iii Observation port location bottom 21 Location and orientation of g Clean-out location 0 Curtain drain collector curtain drain and all absorption lid Manifold placement 0 Sand augmentation components 12iOrifice placement Other cross-section detail: El Location and dimension of stf Lateral placement with distance L Observation ports/clean-outs primary system and reserve area to edge of bed g Other Information Buildings Ili Audible/visual alarm referenced Yes No fZ1 Direction of slope indicator Scale of drawing shown on scale g 0 Design staked out g Waterlines bar ❑ ltr Recorded Notices attached Pi Roads,easements,driveways, lit' 0 Waiver(s)attached parking l71 0 Pump curve attached 10 North arrow and scale drawing 0 l2i Evaluation of failure shown on scale bar Non-residential justification ❑ l'Waste strength ❑ 154 Flow DESIGN APPROVAL The undersigned designer must be notified by installer at time of installation Ef Yes 0 No &44r EL 3(37/ Signature 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: Si6zs' Environmental Health Sp cialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. +�IZZ� ✓ 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. Updated Date: 12/7/2015 aE.EEE . • EXISTING HOME & SEPTIC SYS. F.--------------______ 493'-4" r........„ — .— ..-_____ .— ....., ...„ W/L \ \ r _� `\ // • SEE SITE PLAN // 0� I .c"i• 2 FOR MORE I NI I DETAIL PROP. �I SEPTIC �v�' I SYS • I -1.1. 6'..--- ..\-N V . ����Q / NO WELLS LOpM f OR WATERS L� f • APPROVED =. MAY 0 6 2025 t49. ;, MASON COUNTY EhViR044!E!vTAL HEALTH � 0► "s,1,. RET • �. ' ,+% ' Roeg usse ` '1- _' .. sg'... . ..��I'YI' i.041,4,- T EXPIRES 1�N AN ASBUILT!INSTALL SIGNOFF FEE WILL BE CHARGED AT TIME OF INSTALLATION CUS TOMFR: ER IN EVAI� TEST HOLE I: TF�T H.�l.! 2: PIONEER, DIGGING, IN PARCFI 31915.4H)0000 21-361\1.1/W1I 27-36\\11/\i.")l SEPTIC DESIGNS ADDRFS: 3320 BLOOMFmD RD I I20@ 2811&@21 112O '3 2/R 27 3083 E MASON BE Ot\RD. GRAPEV IEN,WA 98546 o�u oram MI IS N VY EN DT A SURVE.RESERCr 4,CCI. :E APP.'A•R+COU!R Ma Y 01APED 1 DESIGNER: ROBFAT H.PAYSSE PUTSORSURVEYS FE DWEASuME:TSM:DC"..:. 3S DEA3N.YTEOOEDFCR SEPT 1 PURPOSES ON:Y 5RC5,S= 'EJE.CPt? 3? S..::.ECT TC 3TnER OFFICE 360 42&I8ll3 FAX 36U�F27 2353 SHEET: SITE PLAN SCALE P=100t �Y REVIEW DES+GN'ER�C'FFS _E FOR SETBACKS VIRE.ATED TO I SEPTIC COWMEN'S - - `_ — —+.mm. — Yl ''-----_�� 40C- .� .� `� EXISTING �,' �.\ �'� DRAINFIELD i •\ f I // EXISTING \--...-- - \\ )C� Q.�� 1 EXIST. % HOME __ '.\ SHOPII W/L ` •, I R/00, �/ --.. I I \ i EXISTING PROPOSED ; [ ADU WELL / r'�1/ ` . DRIVEWAY 11l , • 1 •\ �/ ... I `..� _ -• - PROPOSED ' I SEPTIC TANK //4. , & PUMP TANK / 7 I PROPOSED 2-BED. yii • `r0 �I PRIMARY & RESERVE •� \, /, CW/50'ATTN.ZONE) 'sA \ + v M 5illik 1V ` A / 4r �o AP ED „•'' ,. / - a�001` MAY • 0 6 2025 ,9,~ •, • ► / V „ s1SDlt7 "ice' — MASON COUNTY ENVIRONMENTAL HEALTH Q.' Rcea aT h Z se „ .` RE '�� ,:. ' EXPIRES AN ASBUILT/INSTALL.SIGNOFF FEE WILL I .- BE CHARGED AT TIME OF IN:TALLATION i _ iiIMPL2 tr' PIONEER DICCING, INC. CUSTOMER ERN EVA0 TEST HOLE is TES I-HOLL 2: 0-21(,:S 0-27t.1 PARCELS 319L5-41�000 ?I-36\ I IA l I 27-ie��I IA101.1 SEPTIC DESIGNS ADDRESS: 3320 BLOONamo RD I120@ 28/Rc21 I I2Oc 32/R@27 3083 E MASON BEN.SON RD. GRAPEVIEW,WA 985.16 DESIGNER: ROBERT H.PAYSSE aAiso au u.v. NOT SURVEY.REA AEVAS InC UCA AM:fMDOUNIY PROVIDED 1 PEAT*OR St 1 IS.PALO IlEASU!EVENTS '.CO;Are Oil DESIGN INTENDED POR SEPTIC 1 OFFICE-360-426•I803 FAX•360-427-2353 SHEET: s DEPAREIENTML#1�CY AEVIl fiOI ER nCT RfE'Ot.'BtE FOR sETEA^Jcs UNREJG'FD 7D SITE PLAN(2) SCALE r 50 armCCOAROVIA- '\ \ / •• \ \ \ —, FUTURE ADV \ , '''' DRIVEWAY - . C/O SEPTIC TANK Q & PUMP TANK x\ VALVE BOX $011°°° \\ i i OS°V, % .. . .1i00000 ' • 40OF , • 4 0, .. .. oi , \ IO° " . c \ �� ,� f �� c00-41400°Pdg°°°111'. \ \ I i \ OB PORT j 1 \ ' s o & C/O ' I .r \ \\ Off, �o- \ \ \ \ \ \ \ \ /' \ 7 �, APPROVED y \ \ 7 e7 \ MAY 0 6 2025 7 \ / o� S FQ117 \ MASON COUNTY ENVIRONMENTAL HEALTH / RCE!ERT h PAYSSE �% // i^,..,, . Wi n,% \\ / EXPIRES \ RET ,� AN ASBUILTI INSTALL SIGNOFF FEE WILL \ / BE CHARGED AT TIME OF INSTALLATION \\ // CUS I OMER: ERIN EVANS TEST HOLE I: TEST HOLE 2 PIONEER. DIGGING, INC. 0-21 GLS 0-27 GI s PARCEL 31915-41-00000ERIA21-36 WE AIOI T 27-36 WETMOTT SEPTIC DESIGNS ADDRESS: 3320 BLOOMFIELD RD H20@ 28/R@21 1-120@ 32/R@27 3083 E MASON BENSON RD. GRAPEVIEW,WA 98546 DESIGNER: ROBERT H PAYSSE DISCLAIM BER Tu IS NOT A SURVEY.REFERENCES INCLUDE APPLICANT/COUNTY PROVIDED PLATS OR SURVEYS.FIELD MEASUREMENTS AND COUNTY GIS DESIGN INTENDED FOR SEPTIC OFFICE 36(}4261803 FAX 360 427 2353ry PURPOSES ONLY PROPOSED DEVELOPMENTOTRPMAYL BE SVaJECTACKS TO OTTED TO SHEET: DF DETAIL SCALE 1"=1V SEPTIC M/ONENCY REVIEW DESIGNERNOTRESPON FOR SETBACKS UNRELATED TO SEPTIC COMPONENTS . OBSERVATION PORT THREADED CAP CLEANOVT FINISHED 6„+ GRADE 1 i"ORIFICES 0 12:00 W/SHIELDS COVER '=...:'= .:. FILTER GRADE 90' • ._. . FABRIC �' • ,._..._..:�.• _.,._..._. SWEEP GLUED T E E -..- -:• .. .• .•-..�-. . .. .•-.=...ice•._. RISER OR WASHED + VALVE BOX ROCK Icy I RESTRICTIVE !*moL BALL VALVES ithei Pumps CHECK VALVES ,______ Pump Specification (AS NEEDED) FL30-Series 1/3 HP Submersible Effluent Pumps 0 �� /'.� .rtttl K.YMlft V AMINO i le M .� �� ORIFICE INFORMATION&GPM ' ORIFICE DIST.TO 1ST LATERAL# LENGTH(FT) # ORIFICES SPACING ORIFICE . 1 50 3 17 12 2 50 3 17 12 e s TOTAL LATERAL LENGTH 100 * TOTAL#ORIFICES 34 © ':Q ORIFICE OUTPUT 0.59 GPM 20.06 DYNAMIC HEAD I< < SC .e` PVC SECTION LENGTH(FT) FEEDER TOTAL ORIFICES HEAD(FT) I' LINE LENGTH 4, .K._. t APPROVE � 2"TRANSPORT PIPE 50 NA NA 0 0.37 f , ; ICI f is 1f MAY 06 2025fro LATERAL#1 50 3 53 17 0.78 ;QOF •' .' �SON COUNTY ENVIRONMENTAL HE: _ '..i •�, LATERAL#2 50 3 5603 17 0.78 .4. • TOTAL FRICTION LOSS 2.03 • • STCO3,7 .;�, . RET LIj ROBERT ti RAYSSE 'i•` ELEVATION CHANGE 0 J yi.. -,......ri. RESIDUAL HEAD 2 EXPIRES ;XTRA LOSS THRU FITTINGS 5 AN ASBUILTI INSTALL SIGNOFF FEE WILL BE CHARGED AT TIME OF INSTALLATION TOTAL DYNAMIC HEAD 9.03 PIONEER DIGGING, INC. CUSTOMER: ERIN EVANS I k: f LE I: TEST HOLE 2 PARCEL# u 21(Az, o-27 Gts 31915 41-00000 2I-36 WLTAJOIF 27-36 WETMOTT SEPTIC DESIGNS ,ADDRF.SS: 3320 BLOOMFWLD RD I 120@ 28/R@2I H20@ 32/R@)7 3083 E MASON BENSON RD. GR.APEVIEW,WA 98546 DESIGNER: ROBERT H.PAYSSE DISCLAIMER MS IS NOT A SURVEY.REFERENCES INCLUDE APPLICANT/COUNTY PROVIDED PLATS OR SURVEYS.FIELD MEAS.REMENTS AND COUNTY GIS DESIGN INTENDED FOR SEPTIC PURPOSES ONLY PROPOSED DEVELOPMENT MAY BE UBJECT TO OTHER OFFICE-36(}426-I803 FAX-360-427-2353 SI DEPARTMENTIAGENCY REVIEW DES OVER NOT RESPONSIBLE FOR SETBACKS UNRELATED TO I EFT: DETAILS SCALE NA SEPTIC COMPONENTS • - 24"RIBBED RISERS W/BOLT ON WATER-TIGHT LIDS CLEANOUT USE RISER LID ADAPTERS WITH NO GASKET LIDS i FINISHED GRADE • a __ _- -o_ WATER-TIGHT ,r _ I� - JOINTS •"y:� .i,...�.Yr:_i:L PH IN LET n I =l_, OUTLET TWO WAY TEE i {� ,. 4"O5I EFFLUENT WATER-TIGHT :'i FILTER JOINTS !" - } i` TANKS MUST BE ON STATE DOH f200 GALLON WATERncHr .° . .. APPROVED LIST ` CONCRETESEPnCTANK OF SEWAGE •: -,.,- '•'-'TANKS + i' :•:'.-: ' tin PUMP TANKS orp:d tr.'.,:•:I;- •::: OVER 1000 GAL. ; f yi �v :•regeop ^. >:� . , REQUIRES TANKS r rzA " '` a WAN..„L ACCESS RISERS - -'• a;=�. • _;% ,: :,.; - .:-.,:; ;.s.�� ;:;;:.; _. •7::,,,1 • ; :•.. r ' y 1 • TO GRADE , • " S, ^317 '� 1 0.; RCBER1 N PAYSSE PUMP TANKS 1:..'P.: .' i... .i4', . ... 4. LOCATED AT HIGHER AQVAWORKS EXPIRES ELEVATION THAN CONTROL PANEL W/11MER.EVENTCOUNTER • ELECTRICAL WORK DONE 24"RIBBED RISERS DRAINFIELD MUST Rt HOUR METER BY LICENSED ELECTRICIAN HAVE ANTI-SIPHON W/WATER TIGHT LIDS DEVICE INSTALLED. aLe?,1 i FINISHED GRADE ELECTRICAL CONDUIT {7.I 1 TRANSPORT LINE IIIIII _ n INLET n - UNION& BALL VALVE •. f200 GALLON WATERnGHT CONCRETEPL/MP TANK i :: PPROV Et)GAL./IN.) / WATER-TIGHT JOINTS MAY 0 6 2025 W MA`0: COUNTY ENVIRONMENTAL HEALTH TRANSDUCER. R I . CHECK VALVE USE TANKS FITTED W/CAST IN WATER RET / . TIGHT FITTINGS FOR USE RUBBER I N LET/OUTLES AN D PUMP BUCKET: ' : GROMETS FOR CAST IN RISER - BUCKET HEIGHT MUST BE TRANSPORT LINE ADAPTERS TO AT LEAST HEIGHT OF PUMP - AND ELECTRICAL ENSURE WATER ! • ON RISERS. MAKE TIGHTNESS • 'a . '. • _ _.- .' •.• -••••• , • e I SURE ALL HOLES ARE WATER-TIGHT SCALE:NA PIONEER. DICING, INC. PARCELCUSTOMER: EVANS # 3191II00000 I STALL TANKS ON ORIGINAL OR SEPTIC DESIGNS ADDRESS:3320 BLOOMFIELD RD COMPACTED LEVEL SOILS. RUN CROSS 3083 E MASON BENSON RD. GRAPEVIEW,WA 98546 DESIGNER: ROBERT H.PAYSSE CONNECTIONS INTO ORIGINAL SOILS TO OFFICE-36(1-426-I803 FAX-360-427-2353 SHEET: TANKS SCALE NA AVOID SETTLING. Installation & System Notes 1. Installer must contact designer for final inspection of the installation prior to cover. All components, including tanks, lids, transport line, drainfield, and water lines must be open for inspection. A$350.00 fee will be charged for time involved with the inspection of the installation and creation of the record drawing. The designer reserves the right to charge additional fees if multiple visits are needed due to installation errors or inaccessible components. 2.This septic design must be installed by a certified installer with the local health department. All components shall be installed according to state, county, and manufacturer requirements. For Homeowner Installs,the owner must get approval from the designer and local health department prior to attempting installation. 3. Designer is not a surveyor. Installer must familiarize themselves with property line locations prior to installation. Any confusion or conflicts with line locations should be reported to the property owner. A licensed surveyor may be necessary prior to installation to confirm all line locations. Any discrepancies found must be reported to the designer immediately. 4. Drainfield area may only be cleared by a licensed installer familiar with sensitive drainfield area preservation. The builder, lot developer, or property owner shall not clear the drainfield area. Any clearing required for drainfield installation shall not remove or disturb any top soil in Primary and Reserve areas. Removal or disturbance to drainfield soils could render design void. 5. The property owner and installer are responsible for locating all underground utilities (ex.water,gas,electric) prior to installation. Any utility locations shown within design drawings are likely approximate and may not be exact. 6.All proposed tanks must be installed on original soils or compacted gravels. Extend all tank connection lines out onto original soil to avoid settling issues. Risers and lids must be brought to finished grade and left accessible for future operations and maintenance. Component manufacturers (ex. ATU, Glendons,) may have other requirements not listed within this design. 7. All electrical wiring shall be done by a licensed electrician or homeowner(if allowed)and must be permitted through Labor and Industries. Designer not responsible for electrical permitting or other electrical specific code requirements. 8. The proposed septic system should be installed in dry weather conditions. Any failed attempts at installation during wet weather conditions may render this design void. 9. Maintain 10ft to waterlines with all septic components. If less than 10ft is required,sleeving in sch.40 pvc is required. If sewage transport lines and waterlines must cross,waterline must be 18" above sewage line with one of the lines sleeved in sch. 40 pvc 10ft in each direction of crossing. 10. This design may include waiver applications with specific mitigation measures pertaining to installation, operation and maintenance of the proposed components. 11. Stormwater runoff,footing drains, roof drains must be diverted away from any septic system components. No curtain, foundation, perimeter drains shall be installed 30ft downslope and 10ft upslope of drainfield areas. 12. This design is site specific and intended to meet state and county requirements that are related to the system components being proposed. Any placement of proposed buildings, proposed wells or other non-related items on these drawings may or may not meet other requirements. 13. All onsite septic systems require regular maintenance to verify satisfactory operation. The system owner/operator is responsible for the continuous operation and maintenance of the system per WAC 246-272A. . • tion and maintenance information, refer to Mason County Public Health Homeowner's Manual,which should be re("e'iw� e Qa a apr val. 14. System owner should be cautious of landscaping around septic components. Root intrusion MAY 0 6 2025 can cause premature failure of the drainfield area. In addition, bushes and trees should t away from lids and other septic maintenance points. COUNrY E5'V1RON4!E,ti'TAL hEALTH 15. Changes made at time of installation may impact designer calculations, pump sizing,and T compliance w/county and state requirements. Contact designer prior to install w/any % P proposed variations from design. Changes may result in additional fees and permitting. '�` ,,, •'" • PIONEER DIGGING, INC. CUSTOMER: ERIN EVANS PARCEL#:31915-41-00000 "`0S' 1_ py. Rce�^*I, V.lrsse .7- SEPTIC DESIGNS ADDRESS: 3320 BLOOMFfEi.D RD ie'' ',''•'" "i-I`F 3083 E MASON BENSA)N RD. GRAPEVIEW,WA 98546 DESIGNER: ROBERT H.PAYSSE EXPIRES OFFICE-360-426-I803 FAX-360-427-2353 SI-1EE1 NOTES SCALE NA