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Home My WebLink AboutSWG2024-00218 - SWG Application / Design - 5/17/2024 MASON COUNTY 415N8SHELTON: , 0427-970,EXT 400 SHELTON:380�75-4467,EXT 400 BELFAIR:360-275d48],EXT 400 Public Health & Human Services ELMA:360482.5269,EXT 400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2024-00218 APPLICANT KESSLER RICHARD J &MERI S Phone: Address: 11202 13TH ST E EDGEWOOD,WA 98372 OWNER KESSLER RICHARD J &MERI S Phone: Address: 11202 13TH ST E EDGEWOOD,WA 98372 SEPTIC DESIGNER BOB PAYSSEs Phone: 360-426-1803 Address: 3083 E Mason Benson Road GRAPEVIEW,WA 98546 Site Address: 663 E WOODLAND BEACH LN Primary Parcel Number: 220237500060 Permit Description: Repair 2bd ATU to pressure trench Permit Submitted Date: 05/17/2024 Permit Issued Date: 05/28/2024 Issued By: Rhonda Thompson Current Pennit Fees Paid: $805.00 (adddmdai fees may be reymrea upon ns(allabon m system). Permit Expiration Date: 0511712027 (basedondate Mmse uoo) Permit Conditions: i 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 authonzation from Mason County is obtained. 3 Drainfield 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. 7 Manmade lined pond near drainfield. If pond remains, do not pump water out into manmade channel. Maintain 25'+to dreinfield per Table 9 standards. 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: mmoncountywa.govlhealtWenvimnmentaUansltelossanspection-request.php or call: 360-427.9670,extension 400. OFFICIAL USE ONLY wTFRaHrtD 1� MASON COUNTY F✓ y COMMUNITY SERVICES G aACUM ucLrvLOn: DJ Fri Nbh�HWUlCommunhy HeahNEmlrcnmmW NeaMI O y ON-SITE SEWAGE SYSTEM APPLICATION n p m n PHONE m gppuwNr r RICHARD KESSLER z MAIUXGMIXiE55-STREET CRY.STATE.ZIPCCCE 11202 13TH ST E EDGEWOOD WA 98372 a SREAODRESS-STREETIOTY.ZIRCONS 663 E WOODLAND BEACH LANE SHELTON WA 98584 ^' RARE OF DESIGNER PKONE I N ROBERT H. PAYSSE 360-426-1803 NWEGFINBTALIER PHONE O TBD a3i I N %RMRTYPE(MNLYPM) DRINKING WATERSOURCE O ®RESIDENTULOSS EiCOMMUNITYOSS JJCOMMEROIALOSS ®PRIVATE INDIVIDUAL WELL EEPRIVATE TWI WTY WELL S IW TYPE OF MRK(m.) PUBLIC VIATER SYSTEM F31NEWCONSTRUCTIONIUPGRADES REPAIR/REPIACEMENT OTHEROETAILSMN 0IMf 0TABLE IX REPAIR I -I SUBMITTALS OSURFACINGSPNAGE 1XEXISTINGFAILURE INSHORELINE m ®DESIGN FORM(REQUIRED) ®SEPTIC DESIGN(REQUIRED) SEDROOYS ClLOT SRE r I � WAIVER(S)(IFAPPLICABLE) 2 5ACRES I� DIRECTKKAS TOSREANOSITE CCNUTICNS:RR kMe]pb) N HWY 3, LEFT ON PICKERING RD. CONTINUE ON PICKERING TO AND ACROSS o HARSTINE ISLAND BRIDGE. AFTER BRIDGE TURN RIGHT AT STOP SIGN ON SOUTH r o ISLAND DRIVE. CONTINUE TO RIGHT ON HARSTINE ISLAND RD SOUTH. FOLLOW TO RIGHT ON MAPLES RD/WOODLAND BEACH LANE. USE GATE CODE PROVIDED. I I m SFOLLOW�WOODLAND BEACH LANEETMOGSITE ADDRESS. PDI SIGN POSTED. 0 OFFICIAL USE ONLY BELOW THIS LINE uPGRAORE SCARCE(b EN i PwFI O VOLLUNTAUNTARY OMAINTENANCENCE/PUMPING OBUILOINO PERMIT OXOME SALE OCOMPLNNT OOTHER: IINSPECTORMI-1006 WMYENT$/DIXIDITCNS �,cISF �P \J( Cab,-Q�v S/�ztM ly�n r� P Low w-� yr sI dA nafi S` L.Fo & .vm n Z }}114y-l^o JF- 23 WW- K Q-q V- WDEB: RECORD p RG AND ALIA TIW VFAY G=GRAVFIIY 5•SAND L•LON1 31=311i C=CUY E=EMREMEIY R•0.WT3 REWIRED FOR FINALAPFROVBL. wo INSPECTOR SIGNATURE DATE AlOATKNIDUIRATICN.E APPLICATIONAPPROVENISSUEDBY DATE THIS FORMMAYBE SCANNEDANDAVARABLE FOR PUBLIC VIEW ON THE MASON GOURTYWESSOE REVSEDIL 15 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2 2 0 2 3 — 7 5 — 0 0 0 6 0 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.V/ onum pape, size: ll"X 17" ,lPARCEL IDENTIFICATION Permit Number: SWG Designer's Name: ROBERT H.PAYSSE Applicant's Name: RICHARD KESSLER Designer's Phone Number: 360-426-1803 Mailing Address: 11202 13TH ST E Designer's Address: 3083 E MASON BENSON RD EDGEWOOD WA W372 GRAPEVIEW WA 98546 city state Zia City State Zi Treatment Device ❑Glendon Biofiher O Sand Filter ❑Mound ❑Sand Lined Drainfield ❑Recirculating Filler,Type: S(Acrobic Unit Make/Mcdel NUWTER BNR500 O Disinfection Unit Make/Model Other: Drainfield Type ❑Gravity Pressure Rf Trench ❑Bed ❑Sub Surface Drip Septic Tank/Dminfreld Specifications Laterals Number of Bedrooms 2 Schedule/Class SCH.40 Daily Flow:Operating Capacity 180 gpd Length VARIES It Daily Flow:Design Flow 240 gpd Diameter 1.25 in Septic Tank Capacity(working) BNR5D0 gal Number 5 Receiving Soil Type(1-6) 5 Separation 10+ ft Receiving Soil Appl.Rate 0.4 gpd/ftr Orifices Required Primary Area 600 gc Total Number of Orifices 52 Designed Primary Area 600 ft Diameter 3116 in Designed Reserve Area 600 R2 Spacing 48 in TranchBed Width 3 ft Manifold Trench/Bed Length 200 ft Schedule/Class SCH.40 Elevation Measurements Length 55 ft Original Drainfield Area Slope 13 % Diameter 1.25 in New Slope,If Altered 13 a/ Preferred manifold configuration used? I(Yes ❑No Depth of Excavation Up-sloN 11 in Transport Pipe from Original Grade po,�„--slope 7 in Schedule/Class SCH.40 Designed Vertical Separation 12+ in Length 120 Il Gravelless Chambers Required? ❑Yes III No 17 Optional Diameter 2 in Pump Required? 16Yes O No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 4 Diff.in Elevation Between Pump&Uppermost Orifice 25 ft Dose quantity 60 gal Drainfield Squirt Height/Selected Residual(head) 2 ft Chamber Capacity(flood) 1500 gal Uppermost Orifice 16 Higher O Lower than Pump Shutoff Pump controls:Please check those required. Capacity@ Total Pressure Head 30.7 Spun 91"imer G(Elapse Meter 69 Event Counter Calculated Total Pressure Head 40 R If Timer: Pura on 1 MIN pump off 6 FIRSCo;7 MAY 2 8 2024 MA6811 WAR MAGI'!A PALMALU 71 RET DESIGN FORM-PAGE TWO Assessor's Parcel Number:2 2 0 2 3 - 7 5 -- 0 0 0 B 0 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch Id Test hole locations fd Drainfield orientation and layout Reference depth from original grade: 16 Soil logs 11 Trench/bed dimensions and Rf Septic tank 16 Property lines critical distances within layout 61 Drainfield cover 19 Existing and proposed wells 19 D-BoxfValve box locations Reference depth from original grade within 100 ft of property 19 Septic tank/pump chamber and restrictive strata: 19 Measurements to cuts,banks,and locations [a( Laterals,trench/bed,top and surface water and critical areas 69 Observation port location bottom R1 Location and orientation of Z Clean-out location ❑ Curtain drain collector curtain drain and all absorption 1d Manifold placement ❑ Sand augmentation components Z Orifice placement Other cross-section detail: IM Location and dimension of Ed Lateral placement with distance Rf Observation ports/clean-outs primary system and reserve area to edge of bed B Other Information 19 Buildings E9 Audible/visual alarm referenced Yes No 56 Direction of slope indicator Ed Scale of drawing shown on scale 9 ❑ Design staked out id Waterlines bar ❑ Rf Recorded Notices attached Is Roads,easements,driveways, ❑ Rf Waiver(s)attached parking [if ❑ Pump curve attached 1d North arrow and scale drawing [if ❑ Evaluation of failure shown on scale bar Non-residential justification ❑ 1f Waste strength ❑ Rf Flow DESIGN APPROVAL The undersigned designer must be notified by installer at time of installation 59 Yes ❑ No V!]!.f-G7r Id I A1A.rt4 t � 1 y 1 2 4 Signature of Designer Date �r 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: �`imwrno� Shy/�+ Environmental Health Specialvi Date CAUTION: DESIGN APPROVAL IS VALID ONLY TINDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. �/ ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: 5 7� , z�r-� ✓ 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: 1217/2015 Bamford aapNo Rapsir LLC 301E Wallace Kneeland BWSTE#224-332 +abp7sd23ea Shelton, WA 98584 PROPERTYINFORMATION Location:663 E WOODLAND BEACH LN Shelton Tax ID:22023750OD60 Neum gate code-3547 11202 13TH ST E Use_ EDGEWOOD,WA 983721143 GENERAL SYSTEM TYPE:Conventional (Non-Preasur¢e0) ON ID:220237500060 [,,, ONCounty Area: Case Inlet Fad nsp.ted.0N16/2024 - InapecG'on Type:ROUTINE - Cwractlon Sbtua:Conections in ProgmaaMrk Permmled BY SubmMea(WITrz024by Bamford septic Repa i LLC Thaddeus BamMM Thaddeus Bamford 11 COMMENTS L GENERAL INSPECTION NOTES Deficiencies Were Noted:Corredtlons are in Progress. Septic tank not uncovered erm CN nM Inspect. Tested pump Llbeny 200 c muN 4.0 amps and 123 volts. Exposed drain fieft awe mfine Nai be 1"lateral linen are mtalry Nll MmMe. Drilled hole m 2"lme and em ed Moe hen pump. Reconawnd m assigner.Soil tags lave been done. GENERAL SITE L SYSTEM CONDITIONS The General Sib and System Conditions ware: FulN Impeded com froacwesibleWserviw: YES All mumie wryiw Narformaglit no-sped animdin+pwimn lMwin nobq: _ YES sa,ecia,anent nern any cam nevi(meuch monad aeapaggi NO Com tse rmbe wemdgM-noyisueaNk,: _ __ YES Improprercreechment(Mmctureyimpervuussudaws) _ NO All merhil.seomilybsdna0upon departure: .. "Es Eleenoelrecainnaadei. uYESEewrax oornmene, _ NO Inspectaa components appear m m a god physical wnddon: NO"In Paigrema Reet'maysiononany Lomponenb. IfYESdeeedbeinwnmai YES-mP — Sealing pmNems obapa ed. If YES desadbe in eammanda NO Theh0UsaAgmK maasvawMor used iMmquemN aemmeM oltla OreirMegwee wlpweible. NO ONSITE SEWAGE SYSTEM INSPECTION DETAIL Tnis wri rent was: xd kaneeaaa EM finial el wain rational amid if NO ex la r m in Ininim ua '. e aired eemes in plao, WA s No baMes re uied: Com mnent 1 scum aaamuwfon Inches,a other Cam mom1 Sludge ao,anawgion Inches, focapapeadiali Com nmam 2 Scum aceumuledon IllCmn,MoOar Compamnent 2 Slutl a umuletion Incas,father Pum in mendedecc w eaadner:rb ConMnded Motlel:anvel _ Tnis cam rem was: FJlyhradN Lateral linasflushed N AVeM Ponds se a ulrthei ht If dormetl wet inner a Li ) Pontlin ntp if VES ex lain In commeend: NO ManWatlunf. bcai MmmacdM eape, -,rtla This axn nem was: FJIy Npean, Com mnem 1 Sam eceumulaion Ino es,nolfer spi lcoapartraert1 Slu eawumuemen(iname.a other e Pumifm reco meMM: HO Report1O:1279093 v.impeclbn repots online at.onlinerme.wm Page 1 of2 EXISTING WELL V / R100' \ EXISTING \\ I I \ WELL \ EXISTING DRIVEWAY \\ I RSO' A7,\T TIE INTO & REUSE \� 1\ v EXISTING \ EXISTING 2"SCH. 40 i e/ WELL - TRANSPORT LINE / - I i= d PUMP OUT&ABANDON EXISTING TANKS. / INSTALL NUWATER, PUMP TANK & PANEL PROPOSED REPAIR DRAINFIELD \\ INSTALLER MUST PAY CLOSE \ / EXIST. ATTENTION TO OLD (FAILED) \\ SHOP LATERALS, 50 NEW LATERALS \y/ ARE INSTALLED BETWEEN AS EXIST. / ` SHOWN. LAYOUT MAY DIFFER CABINS \ SLIGHTLY FROM DESIGN. STAY / LEVEL W/ CONTOURS AND CONTACT DESIGNER IF NEEDED. APPROXIMATE SHORELINE / APPROVED MAY 28 2024 Arst MASON COUNTY ENV RONMENTAL HEALTH RET E%P1PcS AN ASBUILTI INSTALL SIGNOFF FEE WILL BE CHARGED AT TIME OF INSTALLATION PIONEER DIGGING, WG "PTO" """A1D 1�` TEST NOLE e TEST l LOW 2' PARCEL»:22023-7500060 D2991A,w� nz3 slla�� _v.nu, 23.Tni SEPTIC DESIGNS ADDRESS, 663 WOODLAND BCH IN RO TS029 RwTs@D 3UR3EMASONBBNEONw. GRAI'EVmwAw8 DESIGNER ROBEFLTH PAM 'PR`O"10LN^ OFFICE-360-4261803 FAX-36042]-2383 SHEET: Sf1E PLAN SGVE P=50' I MAINTAIN 75'+ FROM WELLS 13% \ � 1\ APPROV MAY 024 i 11 11 11 OSONCOU ENIA00ENiALHEALT j 11 21 RET II 11 11 II 1.25"SCH. 40 k' I MANIFOLD LINES I II I I i( 1 1 II off 1 I / 1 1 , I 1 / 1 'li MANIFOLD I / 1 /1110'I 1 /d q 1 1 1 I 1 I I 1 TIE INTO & REUSE 11 / OB PORT EXISTING 2"SCH. 40 &CLEANOUT TRANSPORT LINE INSTALLER MUST PAY CLOSE 7 ATTENTION TO OLD (FAILED) LATERALS, SO NEW LATERALS `x ARE INSTALLED BETWEEN AS '/ SHOWN . LAYOUT MAY DIFFER / wssF SLIGHTLY FROM DESIGN, STAY LEVEL W/ CONTOURS AND S AN ASBUILTIILTI INSTALL SIGNOFF FEE WILL CONTACTDESIGNER IFNEEDED. / BE CHANGED AT TIME OF INSTALLATION CLETOMER RICHARD K69.F1L TEST HOLE t TEST HOLE 2 PIONEER DIGGING, INC- PARCEL xzzd23-75OWW ;�TNILL 02 TI LO"" SEPTIC DESIGNS ADDRER& 663WOODIAM BCHLN ROOTS 029 ROOTS @B 3033EMA.SONBENSONRD. cRAFEVIEW,WA%5* DESIGNER: R.OBERT N PAYSE OFFIGE36tr426-1803 FAx-3604n2353 SHEET: DF DEfM. SCALE P-ld ` OBSERVATION PORT CLEANOI/T b"+ OF SANDY LOAMY COVER FINISHED FILTER I GRADE i FABRIC I ORIGINAL GRADE T �, WASHED ROCK + APPROVED I cV MAY 28 ENVIRONMENTAL HEALTH \ RET �PE5TNCTIVE LAYER RISER/LID OR VALVE80X —jjjjTHREADED CAP j12:00 "ORIFICES BALL W/ SHIELDS VALVES 90' SWEEP CHECK VALVES (A5 NEEDED) GLUED TEE AD)VSTTO # OF LATERALS `y c ewn cove iH wreee EXPIRES CUSTOMER: RICHARD KESS FR L2�-� : THOLE2 PIONEER DIGGING, INC PARCEL« 22023-75,DO o '°"" T11, SEPTIC DESIGNS ADDRESS: 663 WOODLAND BCH W 0 9 ROOTS @ B 3083E MASON BE IISL I&D. c EMEW.WA 98W DESIGNER: ROBERT H.PAYSSE OEACE-360,4261803 FAX-3604V2353 SHEET. DF MAIL(2) SCALE NA 0E4fF""o1PEON°'"Ep1 "'"""" 4... IL E I'll TANKSMUSTBE It ON STATE DOH ^ APPROVED 1-I5F NVWATER OF BNR500 TAANKSNKS PUMPTANKS USE RUBBER PPROVE ' o 0 OVER 1000 GAL. x,r•.,E"..�^� REQUIRES TWO „""�t�, '��} GROMETS FOR ACCESS RISERS MAY 28 20211 '• : o ' . :+' TRANSPORTLINE TO GRADE AND ELECTRICAL Yc x � ��` '; ON RISERS. MAKE PUMP TANKS -^ „ .. .. • .. '. : " '': '� SURE ALL HOLES LOCATED AT HIGHER ARE WATER-TIGHT ELEVATION THAN DRAINFIELD MVSF HAVEANTI-SIPHON NMATER CONTROL PANEL DEVICE INSTALLED. 24"RIBBED RISERS W/WATER TIGHT LIDS FINISHED GRADE e+��Fu�vroenroNe NSFP ocaaanx 6.ecre,u�conw,r ]KAMPUKi LINE UNION&BALL VALVE INLET WATER-TIGHT 151X)C.ALLONWA7FR77GHT JOINTS CONCR=PLIAP TANK CHECKVALVE HIGH WATER FLOAT USE TANKS FITTED ON/OFF FLOAT W/CASTIN WATER TIGHTFITTINGS FOR INLET/OVTLESAND PUMP BUCKET CAST IN R15ER ADAPTERSTO ENSURE WATER .a . .. ... , .:. � TIGHTNESS CXPI'nES PIONEER DIGGING, INC CLLSTOM P"c ARD K69k7L SCAIE NA pARCEI &7�p7gFR -751DOW INSTALL TANK ON ORIGINAL OR SEPTIC DESIGNS ADDRESS 663 WOODLAND BCH INCOMPACTED LEVEL SOILS. RVN CR055 3083EM NBENSONRD. GRAPEVIEW.WA98546 DESIGNER: KOBERT R PAYSSE CONNECTIONS INTO ORIGINAL 501L5 TO OFFICE-36IY21803 FAX 36R427-7353 DESIGN PAGE TANKS DETAIL AVOIDSETTLING. s Lboj*pumps • u • • a e • e • e � u `��, FCPEmN Wv EE EV E fhGin i LATERAL LATERAL FEEDER TOTAL ORIFICE ORIFICE OIST.TO TOTAL LATERAL# LENGTH PIPE SIZE LENGTH LENGTH SIZE�i^ch) DISCHARGE SPACING 1STORIFICE OFFICES HEAD (feet) (Inches) (feet) (feet) RATE(gpm) (feet) (inches) (feet) 1 42 1.25 3 45 3/16' 0.59 4 12 11 0.29 2 26 1.25 9 35 3/16" 0.59 4 12 7 0.10 3 53 L25 38 71 3/16" 0.59 4 24 14 0.73 4 43 1.25 ZB 61 3/16" 0.59 4 i8 11 0.40 5 36 1.25 27 63 3/16' 0.59 4 24 9 0.28 2D0 DRUNFIELDHEAD(feet) 1.81 TRANSPORTUNE HEAD(feet) 0.81 ELEVATION CHANGE(feet) 30 RESIDUAL/SQUIRT(feet) 2 DITRA LOSS/FITTINGS(het) 5 TOTAL DYNAMIC HUD(fee) 39.62 TOTAL GALLONS PER MINUTE 30.68 MASON COUNTY ENVIRONMENTAL HEALTH RET PIONEER DIGGING, INC CUSTOMER: RICFURDICFS9 FR PARCEL«zzm3-7s0006o SEPTIC DESIGNS ADDRESS. 663WOODIAND11CHLN 3oR3E�� CRnPL ,wA98546 DFSIGNEP- ROBER.TRPAYSSE OFFICE-3604261R03 FAX-360427-2353 SHEET. CALCS SCALE. NA 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 lout 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.ATLI,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 andlndustries. 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 30ft to waterlines with all septic components. If less than lOR 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 loft 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. For o eration and maintenance information,refer to Mason County Public Health Homeowner's Manual,which should be receq�tpp a i rova 1. __ 14.System owner should be cautious of landscaping around septic components. Root intrusion MAY 2 8 2024 can cause premature failure of the drainfield area. In addition, bushes and trees should be t away from lids and other septic maintenance points. SON COUNTY ENVIRONMENTAL HEALTH 15. Changes made at time of installation may impact designer calculations,pump sizing,and RET compliance w/county and state requirements. Contact designer prior to install w/any proposed variations from design. Changes may result in additional fees and permitting. , Qp PIONEER DIGGING, LNG CfOMFR- RLCHARD KGSSI.ER PAlffiRCF1.R 22023-75-00060 soae'mf0'"wrsce SEPTIC DESIGNS ADDRESS: 663 W00DLAND BCH W "3 E MSON BENX)N RD. GWEVIEW,WA%546 DESIGNER: R.OKXT H.PAYSSE EXPIRES OFFICE 3604WJW3 FAX-36p4272353 SHEET. NOTES SCALE NA