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Home My WebLink AboutSWG2024-00092 - SWG Application / Design - 3/8/2024 MASON COUNTY 415N6THELTON: ,SHEL-0427-ON,W97 ,EXT400 SHELTON: 98584 BELFAIR:360-2754467,EXT 400 Public Health & Human Services ELMA:360482-5269,EXT 400 FAX:360427-7787 On-Site Sewage System Permit: SWG2024-00092 APPLICANT CALEB CHAKOS Phone: Address: PO Box 269 SHELTON,WA 98584 OWNER CALEB CHAKOS Phone: Address: PO Box 269 SHELTON, WA 98584 SEPTIC DESIGNER BOB PAYSSEe Phone: 360-426-1803 Address: 3083 E Mason Benson Road GRAPEVIEW, WA 98546 Site Address: 81 SE SISTER MEADOWS LN Primary Parcel Number: 319041490010 Permit Description: 4-bedroom pressure system Permit Submitted Date: 03/0812024 Permit Issued Date: 03/15/2024 Issued By: David Anderson Current Permit Fees Paid: $540.00 (additional fees may be required upon miall3tion of system). Permit Expiration Date: 03/12/2027 (based on date of mspeoson) Permit Conditions: 1 Proposed development subject to zoning requirements and approval by the planning department staffper 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 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 backflll of system components. 5 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to bac�ll 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/healthlenvironmentallonsite/oss-inspection-request.php or call: 360.427-9670, extension 400. OFFICIALUSEONLY ® 5mn Ntlmiea MTEPECENEP MASON COUNTY 5 A ' �- > COMMUNITY SERVICES AI^° O N AiNc NBtivNrlM lCtmmomunlry 6HenhM1/Fnvlmnmmtal NeahM ' (A SWG 6410 °z 2 N ON-SITE SEWAGE SYSTEM APPLICATION a a 3 � APPucw PHONE IF m CALEB CHAKOS z MALINOALMESS-STREET CITY.STATE.➢"CODE PO BOX 269 SHELTON WA 98584 p SITEACORESS-STREET.CITY,➢PCODE XXX SE ELLIS ROAD SHELTON WA 98584 L ' NAME OF DESIGNER PHLWE ROBERT H. PAYSSE 360-426-1803 NAMEOF INSTALLER PNCNE � I � TBD y o PERMITTYPE(MI ) DRINKING.ERSOLRCE O RESIDENTIALOSS IJICOMMUNITYGSS 6COMMEROIALOSS 9 PRIVATE INDIVIDUALWELL EPPRIVATET"A1PARTYIMELL Z IA TYPEOFWGRK(W .) Cr PUBLIC HATER SYSTEM JCNEWCONSTRUCTIONIUPGRADES EE REPAIR I REPLACEMENT OTHERDETAILS(W WlhaA ) OTABLE IX REPAIR SUBMITTALS 0 SURFACING SEWAGL 'EXISTINGFAIWRE OSHORELINE w ®DESIGN FORM(REQUIRED) HSEPTIC DESIGN(REQUIRED) BEDROOMS LOTSME 0 4A ' 6]WNVER(S)(IFAPPLICASLE) FOUR 5+ AC x CID DIRECTIONS TO SITE AND SITE CONDTIONS.Na(rc RMl OUT COLE ROAD PAST FAWN LAKE TO LEFT ON ELLIS ROAD (AFTER CURRIE o WAY). FOLLOW ELLIS AND STAY LEFT ONTO ACCESS ROAD. SITE ON LEFT W! PDI a I o SIGN POSTED. �+ }R[ TMFCAGQ®YWWWWROADANBTESTHDIESMMSTBEFLAGGEO mTMTESTMOIENMYBER4. I lO OFFICIAL USE ONL�AW THIS LINE UPGRADE I FAILURE SOURCE(W neatly PAPmn) M" ❑VOLUNTARY CIMWNTENANCEIPUMPING O BUILDING PERMIT SALE OOOMPIAINT DOTHER: INSPETORSULLOGS `,� COMMENTSICONDITIONB Iffj•0-30' (Xf$ RrP of TO" L,F/ ►+I 4 OS 2574 �{ a+ 32" 'V/ ekafd LMa1eA j03!0 -31 &cS - - — ki- RECOECRAWINGANDINSTALIATICNREPoIR SOIL CODES: V=VERY G=GRAV£ILY S=BAND L=LOAM SI=SILT C-CIAY E=E%TREMELY R-R=S REQUIRED FOR FINALAPPHO`ML. VSPECTO GNATURE MTE APPUCATICNEAPRATICNONTE APN APPROVEW ISSUED BY DATE z aL 3 z �z � 3 �s � THIS FORM MAY IE SCANNED AMD AMA FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE RENSEOtPI//Nt5z DESIGN FORM-PAGE ONE Assessor's Parcel Number: 3 1 9 0 4 - 1 4 - 9 0 0 1 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. r 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: I 'X 17" ,�/f PARCEL IDENTIFICATION Permit Number: SWG za?,q -069 Z Designer's Name: ROBERT H.PAYSSE Applicant's Name: CALEB CHAKOS Designer's Phone Number: 360-426-1803 Mailing Address: PO BOX 269 Designer's Address: 3083 E MASON BENSON RD SHELTON WA 98584 GRAPEVIEW WA 98W city State Zi cityState Zip DESIGN Treatment Device ❑Glendon Biofilto ❑Send Filter ❑Mound Cl Sand Lined Drainfield ❑Recirculating Filter,Type: -� O Aerobic Unit Make/Model ❑Disinfection Unit Make/A1odel Other. DrainReld Type ❑GmAty if Pressure GdTrench ❑Bed ❑Sub Surface Drip Septic Tank/Drainfreld Specifications Laterals Number of Bedrooms 4 Schedule/Class SCH.40 Daily Flow:Operating Capacity 360 gad Length 50 i It Daily Flow:Design Flow 480 gad Diameter 1.25 in Septic Tank Capacity(working) 1500 7— gal Number 4 Receiving Soil Type(1-6) 3 Separation 10 ft Receiving Soil Appl.Rate 0.8 gpd/ftr Orifices Required Primary Area 600 " ftt Total Number of Orifices 52 Designed Primary Area 600 ftt Diameter 3/16 in Designed Reserve Area 600 112 Spacing 48 in Trench/Bed Width 3 ft Manifold Trench/Bed Length 200 ft Schedule/Class SCH.40 i Elevation Measurements Length 30 ft Original Grainfield Area Slope 0 % Diameter 1.25 in New Slope,If Altered 0 % Preferred manifold configuration used? Rf Yes O No Depth of Excavation Un-%Ince 6 z in Transport Pipe from Original Grade �xa-slupc 6 in Schedule/Class SCH.40 - Designed Vertical Separation 24+ in Length 50 ft Gmvelless Chambers Required? ❑Yes It No O Optional Diameter 2 in Pump Required? 21 Yes O No Dosing and Pump Chamber Pump/Siphon Specifications Number ofdoses/day 6 c Diff. in Elevation Between Pump&Uppermost Orifice 10 It Dose quantity 80 gal Drainfield Squirt Height/Selected Residual(head) 2 ft Chamber Capacity(flood) 150= gal Uppermost Orifice I dHigher O Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 28.3 gpm EfTimer Gi)Elapse Meter Rf Event Counter Calculated Total Pressure Head 19.7 ft If Timer: Pump on 1.5 MIN Pump off 4 IRS Comments PERFORM DRAW DOWN AND ADJUST TIMER SETTINGS AFTER INSTALL DESIGN FORM—PAGE TWO Assessor's Parcel Number:3 1 9 0 4 — 1 4 -- 9 0 0 1 0 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch 5d Test hole locations 19 Drainfield orientation and layout Reference depth from original grade: �.. 10 Soil logs lif Trench/bed dimensions and fig Septic tank Id Property lines critical distances within layout [9 Drainfield cover la Existing and proposed wells Eiff D-Box/Valve box locations Reference depth from original grade within 100 ft of property fiff Septic tank/pump chamber and restrictive strata: m Measurements to cuts,banks,and locations 19 Laterals,trench/bed,top and surface water and critical areas 19 Observation port location bottom 19 Location and orientation of 19 Clean-out location ❑ Curtain drain collector curtain drain and all absorption Ed Manifold placement ❑ Send augmentation components 19 Orifice placement Other cross-section detail 19 Location and dimension of fit Lateral placement with distance Rf Observation ports/clean-outs primary system and reserve area to edge of bed g Other Information 61 Buildings fit Audible/visual alarm referenced Yes No RJ Direction of slope indicator Ef Scale of drawing shown on scale [d ❑ Design staked out WJ Waterlines bar ❑ lid Recorded Notices attached RJ Roads,easements,driveways, ❑ 1f Waiver(s)attached parking l9 ❑ Pump curve attached 0 North arrow and scale drawing ❑ [9 Evaluation of failure shown on scale bar Non-residential Justification fl ❑ Rf Waste strength ❑ Ef Flow IIFSICN ,IPPROVAL The undersigned designer must be notified by installer at time of installation III Yes ❑ No I 6 �ea,.se c z(zq ( I Signature of Dcsdgeff Da / p The undersigned has reviewed this design on behalf of Mason County Public Health and/d_etermineE V1 rpri compliance with state and local on-s' gnla[inns: MAR 15 2o2ti 3/lS/roe �SONC�ii,� . Environmental Health Specialist Date '� INVIRONM DMA ENTA(HEq(TH CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. ` 9 ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: C 7 ✓ Dainfield 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: 12/72015 ACCESS/UTILITY c^ \ \ EASEMENT \ FUTURE ��TTf �� POSSIBLE WELL DRIVEWAY i �� (LOCATION TBD1 `` \ MAINTAIN 50'TO TANKS \ I I &100'TO PKAINFIEID 1 1 I\ APPROX. RI-00, o BUILDING i LOCATION-I/ �� I N I SEPTIC TANK J I 70, PUMP TANK I e V PRESSURE IDRAINFIELD I I I I APPROVED IMAR 15 2024 I MASON 00(1NTYENVIRONMENTAL H I DJA EALiH I I I z 4 r�" i.<r<4it3-zn. I Ln AN ASBUILT' INSTALL OF INS F FEE WILL 9E CNAF(GEO AT TIME OF INSTALLATON PIONEER DIGGING, INC CUSTOMER: CALEB CHAKOS HJLEL TESTWJLE2 TESTHOLE3: PARCEL s:31904i490010 Rao caS P32❑S &RUS 3tk TBL 32+TILL 34 MIL SEPTIC DESIGNS ADDRESS )OCK SE EL E ROAD I KJOT3 a 30 K00Ts 032 KQ T.s a m 3083E MASON SEN SON RD. GRMEVIEW,WA 9854E DESIGNER: ROBERT H.PAYSSE OFFICE 3604261803 FAX 3b1}4P 2353 SHEET: SIIE PLAN SCALE P=100 n,.uaa=x SET R—CISre.E Ear SEIM'S UNIEuTE ,.51 1''1/1\_ '�iY` • rrrr rr`, .I � ' `• F" I. r,- ��rr rrrr rrrr rrr �� Rrrr `�'►. rrrr rrr ., rrrr • : A��y :.. rrrr® rrr` .,rrrr rrrr .: - e rrrr rr`� rrrr .err r�r�; , • f ' 1 • 1 ' • r • r . •'•_• • •'i. 1 a: CHAKCS rAKCELa . . DD ♦. • • map T. IEEr • . . ... _ . . . . 24"RIBBED RISERS W/BOLT ON WATER-TIGHT LIDS CLEANOI/( VSE RISER LID ADAPTERS WITH NO GASKET LIDS FINISHED GRADE WATER-TIGHT )OINT5 INLET OUTLET - a TWO WAY TEE WATER-TIGHT 4"OSI JOINTS EFFLUENT a FILTER TANKS MUST BE ON STATE DOH f"C✓iLLON WA7FR77OHr APPROVED LIST CONCRE7f'S MCMAX OF SEWAGE - TANKS PUMPTANKS '..- ? ✓ .. . OVER 1000 GAL -.` .':.' .- . '. + .•': w REQUIRESTWO ACCESS RISERS '::Fi-� .}'•, 1<'.'t:M • TO GRADE 0 PUMP TANKS AQVAWORKS LOCATEDATHIGHED CONTROL PANEL ELEVATION THAN W/TIMER EVENTCOVNTER Ll'11,aL—lK K 24"RIBBED RISERS DRAINFIELDMU57 HOUR ME R e"u ENsED UEeaw AN r W/yJATER TIGHT LIDS HAVE ANTI-51PHON ,1 DEVICE INSTALLED. FINISHED GRADE TRANSPORT LINE INLET UNION& BALL VALVE LunCslLLovwA7rxn17 ,4�9��® CONCRE7Fo!/MV rANK ti (26 GAL./INJ WATER-11GHT MqR UN olNrs Mqs �57074 PRESSURE TRANSDUCER OCH�CK VONM USE TANKS FITTED (OR FLOATS) OVA ENTgLH 0 W/CA5TIN WATER TIGHT FITTINGS FOR USE RUBBER INLET/OUTLESAND PUMP BUCKET: GROMETS FOR CAST IN RISER BUCKET HEIGHT ML15T BE TRAN5PORTLINE ADAPTERS TO AT LEAST HEIGHT OF PUMP AND ELECTRICAL ENSURE WATER ON RISERS. MAKE TIGHTNESS SURE ALL HOLES ARE WATER-TIGHT CIESTOMER Ga1.EB CHAKOS SCALE NA PIONEER. DIGGQVG, DVG PARCEL&3904-L490010 INSTALL TANK5 ON ORIGINAL OR SEPTICDFSIGNS ADDRESS7XXKSEaJZFLOAD COMPACTED LEVEL SOILS. RUN CROSS 3093 E MASON BENSON KID. GRAPEMEW,WA98546 DESIGNER: ROBERT R PAYSSE CONNECTIONS INTO ORIGINAL SOILS TO OFFICE-36P4261803 FAX-360427-2353 SHEET. TANKS SCALE NA AVOID5ETTLING. liherr'tyPumps lillill APPROVED MAR 15 2024 g` . MASON COUNTY ENVIRONMENTAL HEALTH DJA EXPIRE LATERAL LATERAL FEEDER TOTAL ORIFICE ORIFICE DIST.TO TOTAL LATERAL# LENGTH PIPE SIZE LENGTH LENGTH ORIFICE DISCHARGE SPACING 1STORIFICE TOTAL HEAD Ifeet) (Inches) (feet) (feet) SIZE finch) RATE(ePm) (feet) (Inches) ORIFICES (feet) 1 50 1.25 3 53 3/W 0.59 4 13 12 0.41 2 50 1.25 30 60 3/16" 0.59 4 13 12 0.46 3 50 1.25 20 70 3/26" 0.59 4 13 12 0.54 4 50 1.25 30 s0 3/16" 0.59 4 13 12 0.62 DRAINFIELDHEAD(felt) 2.02 TRANSPORT LINE HEAD(feet) 0.70 ELEVATION CHANGE(feet) 30 RESIDUAL/SQUIRT(feet) 2 E#TRA LOW FITTINGS(feet) 5 TOTAL DYNAMIC HEAD(feet) 19.72 TOTAL GALLONS PER MINUTE 28.32 CUSTOMER: GUFB C HAKC1S PIONEER. DIGGNG, INC- PARCEL P.319044+90010 SEPTIC DESIGNS ADDRESS )=SEEILGROAD 3083E MASON BENSON RD. GRAPEVIEIK wA 98546 DESIGNER: ROBEELT H PAYS¢ OFFICE 3fi04261903 FAX 360-427-2353 SHEET: C ALC5 SCALE: NA Installatlon & 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 maybe 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 andlndustrles. 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 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 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 loft 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 ystem owner/operator is responsible for the continuous operation and maintenance of the system per WAC 246-2724 � ce information,refer to Mason County Public Health Homeowners Manual,which should be received after insta ati n al. 14.System owner should be cautious of landscaping around septic components. Root intrusion MAR 15 2024 can cause premature failure of the drainfield area. In addition,bushes and trees should b t away from lids and other septic maintenance points. 8N COUNTY ENVIRONMENTAL HEALTH A 15. Changes made at time of installation may impact designer calculations,pump sizing,and 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. PIONEER DIGGING WG CUSTOMER: CALEB CHAKCB s PARCEL x.319044490010 sceeu:°�'�wrau SEPTIC DESIGNS ADDRESS )MSE aLJSROAD 3083EMA50NaET60NRD. GKAPEVIPW WA9R5a5 DESIGNER: RORFILT H.PAYSSE EXPRES OFFICE-3(i0-0261803 FAX 3r 272353 SHEET: NOTE5 SCALE: NA