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HomeMy WebLinkAboutSWG2023-00430 - SWG Application / Design - 10/9/2023 564 MASON COUNTY 415N fiTHELTON: SHELTON, ,EXT 400 SHELTON:36o427-B67W EXT 400 rl lr BELFAIR:360-2754467,EXT 400 Public Health & Human Services ELMA:360 4882-5269 zX 400 On-Site Sewage System Permit: SWG2023-00430 APPLICANT FRY JEFFERY A& LETTIE M Phone: Address: PO BOX 1541 SHELTON,WA 98584 OWNER FRY JEFFERY A& LETTIE M Phone: Address: PO BOX 1541 SHELTON,WA 98584 SEPTIC DESIGNER Bob Paysse -Pioneer Digging Inc Phone: 360-426-1803 Address: 3083 E Mason Benson Road GRAPEVIEW, WA 98546 Site Address: 91 W Weaver Creek Ln Primary Parcel Number: 421192390033 Permit Description: NEW 3BR SFR-Sand Lined Trench Permit Submitted Date: 10/09/2023 Permit Issued Date: 10/25/2023 Issued By: Jeff Wilmoth Current Permit Fees Paid: 5525.00 (admnonnl tees may be required upon installation of system). Permit Expiration Date: 10/09/2026 (based on date of nspection) 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 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. 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/healthlenvironmental/onsiteloss-inspection-request.php or call: 360-427-9670,extension 400. OFFICIAL USE ONLY MASON COUNTY RECEIVED- U 22 N a ® COMMUNITY SERVICESCO Public Health 1Comn °U T - _ Ec "`�" � `- m Ity Health/Environmental tal Health) G y SWG at) 13 - OL2 I 30 o 2 Z rA 13 ON-SITE SEWAGE SYSTEM APPLICATION n A APPLICANT PHONE m r- JEFFERY & LETTIE FRY c MAILING ADDRESS PO BOX 1541 CITY STATE ZIP CODE SHELTON WA 98584 p SITE 91 WEAVER ADDRESS STREET.CITY PCREEK LANE SHELTON WA 98584 I a NAME OF DESIGNER PHONE I N ROBERT H. PAYSSE 360-426-1803 NAME OF.NSTFLLER PHONE a TBD o _, p C PERM!'"TYPE(mJectone) DRINKING WATER SOURCE or RESIDENTIAL ORS IICOMMUNITY O55 �COMMERCIALOSS PRIVATE INDIVIDUAL WELL b PRIVATE TWO-PARTY WELL Z IMD TYPEPE OF NCRA(seleal one) ] PUBLIC WATER SYSTEM WI NEW CONSTRUCTION/UPGRADES Fix-REPAIR/REPLACEMENT OTHER DETAILS(soled au mat apply) 0 TABLE IX REPAIR IN) SUBMITTALSM 0 SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINEDO i Wr DESIGN FORM(REQUIRED) Vil SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE p I cf.) EWAIVER(S)IIF APPLICABLE) TWO 2.2 0ix ' CD DIRECTIONS TO SITE AND SITE CONDITIONS (Fe IockodRalm OUT HWY 101 TOWARDS HOODSPORT. LEFT ON DAYTON AIRPORT ROAD. RIGHT 1 I 0 ON ELLS HILL ROAD. RIGHT ON WEAVER CREEK LANE. SITE ADDRESS 91 r0 I o DRIVEWAY ON LEFT. -1 IW SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST ROLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I W OFFICIAL USE ONLY BELOW THIS LINE - - JPGRADEI FAILURE SOURCE(for reporting purynses) 0 VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT ❑HOME SALE ❑COMPLAINT DOTHER INSPECTOR SOIL LOGS COMMENTS/CONDITIONS 5L1-e. UI5Th f r,0r fo • • • l/ RECORD DRAWING AND INSTALLATION REPORT SOIL CODES: V=VERY G=GRAVELLY S=SAND L=LOAM Sae SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FON=INAL APPROVAL SPE OR IGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED/sSUED EY DATE LJb�. tohz3 to � 6 THIS F R 0�a E SCANNED A AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE RPn5ED1M¢Ou DESIGN FORM—PAGE ONE Assessor's Parcel Number: 4 2 1 1 9 — 2 3 — 9 0 0 3 3 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: II"X I7- PARCEL IDENTIFICATION Permit Number: SWG 20,23_©d.Y30 Designer's Name: ROBERT H.PAYSSE JEFFERY 8 LETTIE FRY 360-426-1803 Applicant's Name: Designers Phone Number: Mailing Address: PO BOX 1541 Designer's Address: 3063 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 It�Sand Lined Draintield 0 Recirculating Filter.l:pe. ❑Aerobic Unit Make/Model 0 Disinfection Unit Make/Model Other: Drainfield Type ❑ Gravity stf Pressure IF/Trench 0 Bed ❑ Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 2 Schedule/Class SCH. 40 Daily Flow:Operating Capacity 180 gpd Length 50 ft Daily Flow:Design Flow 240 gpd Diameter _ 1.25 in Septic Tank Capacity(working) 1200 gal Number 2 Receiving Soil Type(I-6) 1 (iCaN Separation 10 ft Receiving Soil Appl. Rate 1.0 gpd/ftc Orifices Required Primary Area 240 n2 Total Number of Orifices 26 Designed Primary Area 300 ftt Diameter 3/16 in Designed Resent Area 300 It: Spacing 48 in Trench/Bed Width 3 ft Manifold TrencleBed Length 100 ft Schedule/Class SCH. 40 Elevation Measurements Length 10 ft Original Drainfield Area Slope 0 % Diameter 1.25 in New Slope, If Altered 0 % Preferred manifold configuration used? GI.i Yes 0 No Depth of Excavation Up-slope 19+24 in Transport Pipe from Original Grade w.r12sl.,ry 19+24 in Schedule/Class SCH.40 Designed Vertical Separation 12+ in Length <50 ft Gravelless Chambers Required? 0 Yes P1 No 0 Optional Diameter 2 in Pump Required? fif Yes O No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 4 Diff.in Elevation Between Pump& Uppermost Orifice 7 ft Dose quantity 60 gal Drainfield Squirt Height/Selected Residual(head) 2 ft Chamber Capacity(flood) V250 gal Uppermost Orifice Hi Higher 0 Lower than Pump Shutoff Pump controls: Please check those required. Capacity Total Pressure Head 15 gpm timer /yy'�y�,,',��yl rOe mt Counter Calculated Total Pressure Head 15 It If Timer: Pump 112 INA1 ,Tum o t.;RS Comments OCT 2 3 2023 >i,fitt_ y INC:LftT f 1C. :ttt JBW DESIGN FORM—PAGE TWO Assessor's Parcel Number:4 2 1 1 9 — 2 3 — 9 0 03 3 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch Fa Test hole locations 12f Drainfield orientation and layout Reference depth from original grade: Ea Soil logs M Trench/bed dimensions and g Septic tank g Property lines critical distances within layout g Drainfield cover M Existing and proposed wells g D-Box/Valve box locations Reference depth from original grade within 100 ft of property g Septic tank/pump chamber and restrictive strata: g Measurements to cuts, banks,and locations lVi Laterals,trench/bed,top and surface water and critical areas fd Observation port location bottom WI Location and orientation of g Clean-out location 0 Curtain drain collector curtain drain and all absorption fj?f Manifold placement 0 Sand augmentation components g Orifice placement Other cross-section detail: g Location and dimension of g Lateral placement with distance L� Observation ports/clean-outs primary system and reserve area to edge of bed Other Information g Buildings g Audible/visual alarm referenced Yes No lb Direction of slope indicator g Scale of drawing shown on scale d 0 Design staked out g Waterlines �� Do Pi Recorded Notices attached g Roads,easements. driveways, 0 g Waiver(s)attached parking Cd 0 Pump curve attached M North arrow and scale drawing OCT 2 3 2023 ❑ is Evaluation of failure shown on scale bar t Ep; 'RC _i iAL nE.L" Non-residential justification .j BW ❑ M Waste strength 0 g Flow DESIGN APPROVAL The undersigned designer must be non' . by installer at time of installation g Yes 0 No 101423 Signa 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 o - reculalions: End n I Health Specialist Date CAUTION: DESIGN APPRP AL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved by Mason County Public Health. �r ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: {/ �A© - C —'2'G ✓ 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 11k ` 11 ? / rkPa.:.,,,. `. G '. F i O CPSA- X PROPOSED TANKS / FUTURE I I V APU r u! i LOCATION PROPOSED _ II Ili 2 BEDROOM II '! I DRAINFIELD I II I I____ R Oo I A C \ / EXISTING otR9 \ I i WELL \ 1 - -- - - - -�I EXISTINGOSSTANK, EXISTING PRIMARY, &t RESERVE • HOME I I I / APPRovE I OCT 2 3I2U23 < ' 'd45 a I I— ( I 4)) JB N I 1 i WEAVER CREEK LANE — — - - - - - - AN ASBUILTI INSTALL SIGNOFF FEE WILL BE CHARGED AT TIME OF INSTALLATION PIONEER DIGGING, INC ` `Rt 1 l r ` 1 "Y FRY TF-T I I:I F I r T I I.`LL 2 rvuTL-azll4z3-Gwo33 'T{•la 020,,l, SEPIIC DI SIGNS vDDRESS: DI WEAVER CREEK LN $083LiA &NBEN*\RD GRAPEVIFAb,AAA9%SIO DFSIGALK: ROBERTE PAYSSE .m ILL Coo.IL.I801 FAv coo-IID235B SF ITI: SITE PLAN SCALE I"=60' Dec.DTD EN.=."0,E ETC BE CHARGE INSTALL INSTALLATION F FEE WILL C/O —\ O BN CHARGED AT TIME . 0 0 I VALVE BOX I SEPTIC TANK I 0 • / I PUMP TANK • I 4 . I;"'"' ne ' __Tri THREADED CAP I i%' ORIFICES I C� 12:ODW/ 5HIELDS �+ sys�e I 90" SWEEV I �' A. /„ ORIGINAL • ' f,-"( �; £ FINISHED GLUED Tr PR 1/ J"' iFA GRADE OB PAR �Cr 13 ?013 1 C/o �� /7 Jaw FILTER FABRIC I a 1 iiw_ .c.cto t= � ._ ._ OB PORT /. 1 :4 U,�i TO BOTT. /. vrz'�t OF SAND I I WASHED / I j ROCK - —H 3' H I OR PORT I 24„OF ry VALVE BOX & C/O i C-33 SAND OR RISER/LID F—i I �; BALL VALVES OB. PORK To BOTTOM OF SAND EJ CHECK VALVES CAS NEEDED) PIONEER DIGGING, INC L ARA R IA: 1F.FTFFFERY FRY P ARCF I HT I kRLC THE I T LR.49ER0033 'oir,vb s.- oU SFP I IC DESIGNS VIJI JIi I.- 9IWFAVER CRFFK LN OS3 L VA :N BtN>.•A RH Gli lrwIF%.'A:A 9335FL DI SI(,AI IL: ROBFRT FL PAYSSE OR lc F 3 0-I2b 150 r'A 3('U U"2353 .HI I I DF DETM. SCALE P=101 .. � "•J' -^E n.°R°.°" °""""' 'd RIBBEDRISERS W/ BC I ON WATER-IIGHT:.IPS CI EAKOI7L U ADAPTER')RISER LIP ADA TERS 1N TH NO CASKET I IPS� I --- . FINISHED . .. _ e _.. WATER-TIGHT -I -.- JOINTS ri INLETI Th` e OUTLET 'R4'O WAY TEE d, > OIATE.R-IGHT ::, £"OSI Y:' EFFLUENT IOINTS ?S — ;3 FII I R TANKS MUST BE ON STATE DOH 1200 CALLONWAIER77CHT h APPROVED IJA A CONCRE7ESEP77CTANA' r OF SEWAGE : t TANKS PUMP TANKS OVER 10(1(1GAL -9. . �S¢ ti� rF 1IRESTINO L®®rer,dmirsow A AACCESS ..S RISERS ;;;;V Si. • I `...r$1,4i e TO CRAPE - d PUMP TANKS .,, ila2;12z% LOCATED Al HIG HER AO',JAWORKS ELEVATION THAN N ROf PANEL H N EL "RIBBED RISERS --.AVEID,MUST I.�CS� F bC ANTI-SIPHON T. � lF/W'ATER TIGHT LIPS DEVICE INSTALLED ._� �=. FINISHED GRAPE - _-( 1 .. _-LL=�a�`��M- TRANSPORT LINE INLET % I Pe UNION& °FGL. VAI V6' 1200 CALLONWA7ER77CHT 4I ��� CONCRETE PUMP TANK 'ATER-IGHT 0 b 1 - )O.NTS 4 9 �� ,�� �� 3402? PR fILANSPVCEIz CHECK VALVE s (OR n OATS) . /USE INFANK5 WA E? JP TIC CAST IN WATER -. - .• USERv3BER INLE HUT.LES FOR LN'L ASTI RISERKET' OR - BUCKET HCI H I '• UST RE TRANSPORT LINE AD PJTRS TO AI LEAST HEGHT OF PUMP AND EECIRICAL ENSURE VSATER ON RISERS MAKE TIGHTNESS 'P' e - • SURE ALL HOLES ARE WATER-I IGHT UI>I 1111R: JEFFERY 33 BSI FNn PIONEER DIGGING, ING PAR C 11 42119239033 BSI TANKS ON ORI INAL OR SL PTIC DLSIGNS VDDRES:91 WEAVFRCREEKLN COMPACTED LEVEI.SOILS. .USN CROSS ONNECTIONS INTO OKIGINALSOII5 TO 3033P SIS:-ON BFNNOS RD. CR3PEOIt%[S N eRSle DPICNLR: ROBERT H.PAYSSE .I I ICE-M'L 12a 1803 Flc 3do4272S53 SI III'.I: TANKS KALC NA AVOID SETTLING. CS LlttleGLrT I A••• WS EFFLOENTSEAIES-Lnw lnxc.lxv Fes'. ~AM P (s �' S+ . 'ur week Run w..m.nd.�.a...�F. / �FURIES .w .am. r2F �J j :1'i emes •rv..nooaw EI ;2 yrl ,1,i . •07ln.0.4,. ,..+.mae...m,.on _. •▪ (W u „:srµ M0' SERESSNOROIMMS - - Flow,Capacity in Lite re Per Minute m®400um®®ou eveoe uum 0 100 200 300 400 500 600 700 s m nagIW 0 -- .2— 30 on. REECIGkMEI ® 911 © m If u. ® ` 80 2S u 20 — = rz 0 • — _o__—wa x 50 WSIOOu 15 ® r_e 'c 40 11• r. ¢ r1.1 =aaea 10c W550 WSSOn _®m' ®• "smaC:IIIII© � � �+ s s 10j 0 0 0 20 40 E0 80 100 120 140 160 180 now.(apaoly in LIS Gallcns Per Minute LATERAL LATERAL FEEDER TOTAL ORIFICE ORIFICE DIST.TO TOTAL ORIFICE TOTAL LATERAL LENGTH PIPE SIZE LENGTH LENGTH DISCHARGE SPACING 15T ORIFICE HEAD (feet) (inches) (feet) (feet) 512E(inch) RATE(gpm) (feet) (inches) ORIFICES (feet) 1 50 1.25 5 55 3/16' 0.59 4 12 13 0.49 2 50 1.25 5 55 3/16" 0.59 4 12 13 0.49 P8'-® D AINFIEID HEAD(feet) 0.98 Q(.` �V TRANSPORT LINE HEAD(feet) 0.23 2� ELEVATION CHANGE(feet) RESIDUAL/SQUIRT(feet) 2 Fes_ , .i EXTRA LOSS/FITTINGS(feet) 5 �Y TOTAL DYNAMIC HEAD(feet) 15.21 TOTAL GALLONS PER MINUTE 15.34 PIONEER DIGGING, INC. P\Rt E 42119-23900333Y SEPTIC DESIGNS ADDRLS: 91 WEAVER CREEK LN 3083 E 4t,R<CN uus`N RI) CRHPn'In4.ecn 98540 DE 41_,VI R: ROBERT R PAYSSE :FR I 300 420 1803 I4A 30U-1D 1351 SHEE 1 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 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. 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 loft to waterlines with all septic components. If less than loft 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 mayor may not meet other requirements. 13. All onsite septic systems require regular maintenance to verify satisfactory operation. span r/operator is responsible for the continuous operation and maintenance of the system per WAC 246; or op ' maintenance information, refer to Mason County Public Health Homeowner's Manual,which should U8 Ivor,ceivedhfter i s tibn proval. // 14. System owner should be cautious of landscaping around septic components. Root intrusiob 49.3 can cause premature failure of the drainfield area. In addition,bushes and trees should be kept ,�,, lit� t away from lids and other septic maintenance points. (y F< FF 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. ^ "' z5 PIONEER DIGGING, INC if:-I` MER: JEFFERY FRY I'V2 t I x:42119-2390033 • ro scLitnie r SE l'IIC: DHIGNS \DDREL". 91WEAVER CREEK LN err %>_z:- 3083 EsaoJN RF'P•ON RD. SIt9l'u ILFS,33,3 9851t. DFSICNLR. ROBERT F PAYSSE CI nLl-3d012oi&33 r 3e0-1272353 All I I: NOTES SCALE NA