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Home My WebLink AboutSWG2022-00319 - SWG Application / Design - 6/3/2022 415 N 6TH STREET,SHELTON,WA 98584 rf M ASOlV COUNTYSHELTON:360-427-9670,EXT 400 41• BELFAIR:360-275-4467,EXT 400 1. COMMUNITY SERVICES ELMA:360-482-5269,EXT 400 +{, "/ Building,Planning,Environmental Health,Community Health FAX:360-427-7787 On-Site Sewage System Permit: SWG2022-00319 APPLICANT FORRESTER MESPHIN &JENNIFER Phone: Address: PO BOX 1942 ALLYN, WA 98524 OWNER FORRESTER MESPHIN &JENNIFER Phone: Address: PO BOX 1942 ALLYN, WA 98524 SEPTIC DESIGNER Bob Paysse -Pioneer Digging Inc Phone: 360-426-1803 Address: 3083 E Mason Benson Road GRAPEVIEW,WA 98546 Site Address: 30 E Benson Lake Dr Primary Parcel Number: 221035000032 Permit Description: Upgrade/addition -5BR Nuwater+ Drip Permit Submitted Date: 06/03/2022 Permit Issued Date: 07/11/2022 Issued By: Jeff Wilmoth Current Permit Fees Paid: $500.00 (additional fees may be required upon installation of system). Permit Expiration Date: 06/03/2025 (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: www.co.mason.wa.us/health/environmental/onsiteloss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL USE ONLY DATE RECEIVED: . - �� MASON COUNTY c cn COMMUNITY SERVICES AMOyEC VD: RE �'— Public Health(Community Health/Environmental Health) Cn Cl)SwG 101 . -6b3 lg o 2 360-427-9670,ext.400 or 360-275-4467,ext.400 415 N.6th Street-Shelton,WA 98584 Z fn ON-SITE SEWAGE SYSTEM APPLICATION v m> m m APPLICANT PHONE r. JENNIFER & MESPHIN FORRESTER z MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE E PO BOX 1942 ALLYN WA 98524 co IP CODE 3SITE DESS-STREET,CITY,BENSONZ 0 E LAKE DRIVE GRAPEVIEW WA 98546 I N NAME OF DESIGNER PHONE N ROBERT H. PAYSSE 360-426-1803 NAME OF INSTALLER PHONE 0 TBD Io PERMIT TYPE(select one) r DRINKING WATER SOURCE - RESIDENTIAL OSS [COMMUNITY OSS IfLl COMMERCIAL OSS ffirPRIVATE INDIVIDUAL WELL L PRIVATE TWO-PARTY WELL Z W TYPE OF WORK(select one) Q PUBLIC WATER SYSTEM t Ir NEW CONSTRUCTION/UPGRADES ffRERAIR/REPLACEMENT OTHER DETAILS(select all that apply) 0 TABLE IX REPAIR CP SUBMITTALS T El SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE p � W 0 DESIGN FORM(REQUIRED) ILL SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE prWAIVER(S)(IF APPLICABLE) 5 0.68 o O DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) NORTH HWY 3 TOWARDS BELFAIR. LEFT ON MASON BENSON ROAD. FOLLOW o OVER R/R TRACKS TO LEFT ON BENSON LAKE DRIVE. JUST AFTER TURN, AS r I o ROAD TAKES HARD LEFT TURN RIGHT ONTO DRIVEWAY WITH WHITE FENCING. o TEST HOLES ON RIGHT AS YOU HEAD DOWN DRIVEWAY () SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. IV OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURE SOURCE(for reporting purposes) ❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT El HOME SALE ['COMPLAINT 0 OTHER. INSPECTOR SOIL LOGS COMMENTS/CONDITIONS C/ —Yr L 5 io -9 6 I S ` L� LE,: i t'1 s� JUN U 3 2012 V (O By-- Ir-_w _.._ RECORD DRAWING AND INSTALLATION REPORT SOIL CODES: V=VERY G o GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL. INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APP ATION APPROVED/ISSUED BY DATE • 1411(1(tJ; 7-.� ' 22- 7- — ,-s • it,,j,,L,4.A-i, 7 1l- THIS FOFY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12l7/2015 DESIGN FORM-PAGE ONE Assessor's Parcel Number: 2 2 1 0 3 - 5 0 - 0 0 0 3 2 A design will be reviewed when 3 copies of each of the following are submitted: '1 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: 11"X 17" PARCEL IDENTIFICATION Permit Number: SWG 2D - 003/6/ Designer's Name: ROBERT H. PAYSSE JENNIFER FORRESTER Designer's Phone Number: 360-426-1803 Applicant's Name: Mailing Address: PO BOX 1942 Designer's Address: 3083 E MASON BENSON ROAD ALLYN WA 98524 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: NC Aerobic Unit Make/Model NUWATER BNR 600 0 Disinfection Unit Make/Model Other: Drainfield Type ❑Gravity 0 Pressure 0 Trench 0 Bed 1 1 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms FIVE Schedule/Class NETAFIM Daily Flow:Operating Capacity 450 gpd Length 152 ft Daily Flow:Design Flow 600 gpd Diameter 0.5 in Septic Tank Capacity BNR 600 gal Number 5 Receiving Soil Type(1-6) 3 Separation 1 ft Receiving Soil Appl.Rate 0.8 gpd/ft2 Orifices Required Primary Area 750 ft2 Total Number of Orifices 760 EMITTERS Designed Primary Area 760 ft2 Diameter .42 GPH in Designed Reserve Area 1140 ft2 Spacing 12 in Trench/Bed Width 20 ft Manifold Trench/Bed Length 38 ft Schedule/Class SCH. 40 Elevation Measurements Length 20 ft Original Drainfield Area Slope 1 % Diameter 1 in New Slope,If Altered 1 % Preferred manifold configuration used? GtYes 0 No Depth of Excavation Up-slope 6-8 in Transport Pipe from Original Grade Down-slope 6-8 in Schedule/Class 40 Designed Vertical Separation 20-24+ in Lgl�t EXISTING 130/NEW 15 ft Gravelless Chambers Required? ❑Yes Ig No 0 Option D m R 0 V E !STING 2/NEW 1 in Pump Required? 0 Yes It No JU L osing mp Chamber Pump/Siphon Specifications umber of dos�s4+z 24 nii Difference in Elevation Between Pump Shutoff and UppermostASC VastVIIWitt\9RONMENTAL HFAJ TN 18.75 gal Orifice 10 ft Chamber.'1y 1500+ gal Uppermost Orifice lif Higher 0 Lower than Pump Shutoff Pump controls: Please check those required. Capacity @ Total Pressure Head 13.3 gpm Timer i 'Elapse Meter I 'Event Counter Calculated Total Pressure Head 92.2 ft If Timer: Pump on 3.5 MIN ,Pump off 56.5 MIN Comments USE EXISTING TANKS, FIT WITH RISERS/LIDS, TIE INTO EXISTING TRANSPORT LINE, INSTALL NUWATER BNR600 AND 1500 DOSING TANK TO NEW DRAINFIELD. DESIGN FORM—PAGE TWO Assessor's Parcel Number: 2 2 1 0 3 -- 5 0 -- 0 0 0 3 2 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch O Test hole locations g Drainfield orientation and layout Reference depth from original grade: Bj Soil logs g Trench/bed dimensions and i Septic tank g Property lines critical distances within layout GA Drainfield cover g Existing and proposed wells g D-Box/Valve box locations Reference depth from original grade within 100 ft of property 0 Septic tank/pump chamber and restrictive strata: 62f Measurements to cuts,banks, and locations 0 Laterals,trench/bed,top and surface water and critical areas g Observation port location bottom g Location and orientation of g Clean-out location 0 Curtain drain collector curtain drain and all absorption 11 Manifold placement 0 Sand augmentation components 0 Orifice placement Other cross-section detail: g Location and dimension of g Lateral placement with distance g Observation ports/clean-outs primary system and reserve area to edge of bed g Other Information 0 Buildings g Audible/visual alarm referenced Yes No 10 Direction of slope indicator Sc le of drawing shown on scale g ❑ Design staked out g Waterlines bi [�Recorded Notices attached Roads,easements, driveways, R p E 0 Waiver(s)attached parking 11 0 Pump curve attached O North arrow and scale drawing JUL 1 1 2022 [i ❑ Evaluation of failure shown on scale bar Non-residential❑Non-residential justification NTAL HEALTH ❑ 0 Waste strength `'SW 0 gFlow DESIGN APPROVAL The undersigned designer must be notified by 'ns aller at time of installation g Yes 0 No Will - 51 n ( Z Signature of Designer Z 2 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-sit gulations: Envi nm-F11 ealth Specialist Date CAUTION: DESIGN APPR AL IS VALID ONLY UNDER 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: 76~2 5 ✓ 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 p *UNCOVER EXISTING 1000 TPI- , Hr---\ L9j��Q GAL 2- COMP. SEPTIC TANK R/VFAT TIME OF INSTALLATIONAND INSTALL RISERS TO I 1 SEE ALSO ATTACHED FINISHED GRADE. MAKE SURE I 1 I RISERS AND LIDS ARE i l I / i WAIVER APPLICATIONS WATERTIGHT ON BOTH �\ I j EXISTING SEPTIC AND PUMP TANKS. \ I �001, �9 WELL I �I ( 1125+ SOFT 5 BED \ I I —' ) N \\ \I I / RESERVE AREA �� (20 X 57) .I 750+ SOFT 5 BED A I I�\ 1 _ -- I, -. I EXISTING GARAGE PRIMARY AREA I ; (20 X 38) ! ll W/ LEAN-TO FUTURE ADU II ip,lill,i,i,11 dillll; 1 O 1 % SLOPE 1 —— —— I Ill �N lll,l ,' II N PROPOSED TANI .5: �� NUWATER BNR600 `\ �I POSSI�kE SEWER I \/ LINE FROM FUTURE ADU 1500+ PUMP TANK 1 f% p\1piTOIV N SOFT TO WELLS I ,,C,_?, V E A EXISTING I c WELL ----\ t\OO M JUL 12022 : `�•'' I OOUNTY ENVIR,,,,„ gL HEq��'�'� 14 94114 `: 1 I �� ,�'.0,WAsry�.„, APPROX. EXISTING T/LINE q;z TO BE REUSEDI I EXISTING ' 1 WELL fir' x( Stp 77YSSE ?� EXISTING TANK TO BE REUSED NEW PUMP & ALARM I ____ I EXISTING 3 BEDROOM HOME RECENTLY INSTALLED ' i I f/ BENSON LAKE I --' I APPROX. EDGE OF LAKE jr- I _\_I DESIGN NOTES: INSTALLATION DESIGNER SIGNOFF/ASBAT FEE WILL BE CHARGED T TIME OF INSTALLATION. ANY PROPOSED STRUCTURES ARE SUBJECT TO OTHER DEPARTMENT REVIEWS,DESIGNER NOTRESPONSIILEFORSETBACKSUNRE TED TO SEPTIC COMPONENTS. CUSTOMER: JENIFER FORRESTER SCALE:1:50 ' PIONEER DIGGING, INC. PARCEL#:22103-50-00032 TEST HOLE I: TEST HOLE 2: TEST HOLE 3: SEPTIC DESIGNS ADDRESS: 30 E BENSON LAKE DR -184 8 OLD FILL 0-45 LS H2O 0 GLS 0-37 GLS H2O 3083 E MASON BENSON RD. GRAPEVIEW,WA 98546 DESIGNER: ROBERT H.PAYSSE OFFICE-360-426-1803 FAX-360-427-2353 DESIGN PAGE SITE PLAN Ni mosoi„mot \ I b POMO \ VALVE im[ VI AIR sVAcuw+ ! \ rituf VACY1 \ PVC RUIN(, $. ANprtTTWGSIitR10I SUPPORTSsoca s) r' \\\Ni; I ROttt sutw \ 10070 I figure 7-Typical AirNacuum Relief Valve Detail RESERVE 'SUPPLIED BY MANVFACR/RER 2-3' FROM I 1125+ SOFTA____ ell H D Fowler Company P/L Continuous Flush Headwork N Quality Performance, Long-Life and f I Reliable Onsite Effluent Control I 1 ' Applications: II • Onste wastewater onp dispersal systems sd I I • Reuse appticabons including municipally 1 treated effluent desKgated for motion and Iother disinfected and nondisintected water sources4/1 Ii I • In a treatment system such as an mutmitte mound sand filter or system " I ; I � Rainwater harvesting systems II Greywater systems S` ,/ I I I • Wherever effective removal of debris is required 'J I s, \ I • Typically instated downstream of treatmeN process when used with onsite effluent • Can be used with domestic strength septic I 1 operation proper design and The PIMEADSVORKS7 Comes I I I I I Standard Ina 24'Riser 'SUPPLIED Bs,MAN VFACEVRER I I I I I I I I I I I EXISTING "" CONCRETE hg°mg tot0... Start Flex on �' for u.:. with flex Pipe I I CURBING Flat Field Layout , .. iI NfNtimB�line Dnpperlre 100% PRIMARY I P R O V .m: IopP� — .nta aMARLasMA1 EPVC SCN40 Sa/PT Adpt Flush Manifold I I I 7so+ SOFT I JUL 1 1 2022 I 5 0 152FT I. yl� ag; llr�rlIL F,nnh See Specs R 10 for Depth I 20C� 38FT I ASON COUNTY ENVIRONMENTAL HEAL' 51art I I 760FT PRIPLINE I I JgilU with Flex =�—a PPe inn• II rope on \aiolrne Male Adapter I I i1 I I Flat field �_PleaPpe (110SOMArrwtSMA) Layout See Spec I I I I REMOVE for Depth I I I I SCKeo PVC 0.WV+q EXIST. D—BOX �FPT' II 1 I I 01 VC P we sass nee I I 1 I I GLUE CAP TO PVCPiping 'SUPPLIED Br MANUFACNRER I I I END OF DF 1 1 I I 4... 9 {i - 0 I I /� P WAs4,.. \ r oA? x -- ! �� _ Nillk AIR/VAC /' - ___ /'* sun VALVES,/ R e PAYSSE •7 I OTI9 6\ H EADWORK C rjFS// a" I CUSTOMER: JENIFER FORRESTER SCALE:l:10 ` ' PIONEER DIGGING, INC. PARCEL# 22103 50 00032 TEST HOLE 1: TEST HOLE 2: TEST HOLE 3: 0-37 GLS SEPTIC DESIGNS ADDRESS: 30 E BENSON LAKE DR 0-18 OLD FILL 0-45 GLS 18-44 GLS 45+H2O 37+H2O 3083 E MASON BENSON R.D. GRAPEVIEW,WA 98546 DESIGNER: ROBERT H.PAYSSE OFFICE-360-426-1803 FAX-360-427-2353 DESIGN PAGE DRAINFEILD DETAIL System Data Input Calculation Outputs Gallons Per Day 600 Total System Information Application Area Required(square feet) 750 Soil Loading Rate(Gallons/Sq.Ft./Per Day(GPO)) 0.8 Total Amount of Bioline Required(feet 750 Total Number of Emitters in the Dripfield 750 Select Emitter Flow Rate(GPH) 0.42 Zone Information Select Emitter Spacing(inches) 12 Number of Zones 1 Amount of Bioline Per Zone(feet) 750 Flush Velocity(fps) 2 Number of Emitters Per Zone 750 Minimum Number of Laterals Per Zone 4 Assum•tions Maximum Number of Laterals Per Zone 5 Estimated Pump Flow Rating(GPM) 12.1 Number of Laterals That Will be Used'- 5 Mapmum Length of Bioline°Laterals Based on Inlet Pressure 221 Inlet Pressure(psi) 25 Flow Rate Per Zone(GPM) 5.3 Holding Capacity of Dnppertine Per Zone(Gallons) 10.0 Inlet Pressure(Feet of Head) 57.8 Additional Flow Requirement to Accommodate Flushing Velocity 8.0 Row Spacing Between Driplines(feet) 1 Holding Capacity of Piping Holding Capacity(Gallons)of Supply Line&Supply&Flush Manifolds' 0.7 Number of Zones 1 Holding Capacity(Gallons per Zone)of Bioline 10.0 Holding Capacity(Gallons)of Supply Line,Manifolds and Dnppertine 10.6 Hours Per Day to Use for Dosing 24 Head Loss Data-Dosing&Flushing Cycle Elevation Change from Pump to Dose Tank Outlet(feet) 5 Friction Loss per 100'(psi)in Supply Line&Manifolds 4.0 Velocity(fps) 4.9 Elevation Change from Dose Tank to Drip Field(feet) 5 Friction Loss in Supply Line&Supply Manifolds(psi) 0.6 Friction Loss in Supply Line&Supply Manifolds(Feet of Head)` 1.4 Length of Supply Line&Supply&Flush Manifolds(feet) 15 Additional Pressure Required for Retum Manifold and Piping to Tank(psi) 10.0 Additional Pressure Required for Retum Manifold and Piping to Tank(Feet of Head) 23.1 TDH(Total Dynamic Head)in Feet of Heatl` 92.2 Type of Pipe-Supply Line&Manifolds PVC Sch40 Control Settings Information Total System Runtime Per Day(Minutes) 114 Size of Supply&Manifold Pipe(inches) 1 Total Runtime Per Zone Per Day(Minutes) 114 Total System Dosing Events Per Day, 24 Pipe Roughness Constarrt 150 Runtime For Each Dose(Minutes) 5 Off Time Between Doses in the Same Zone(Hours to nearest 0.1) 0.9 Inside Diameter of Pipe(inches) 1.049 Miscellaneous Information Number of Dai Dosi a Events Per Zone` 24 Dosing Volume Per Emitter Per Dose(gallons) 0.04 Inches Per Week of Dosing 8.98 Volume of a Single Dose(gallons) 26.3 Pump Selection Pump Flow Rating(GPM) 13.3 Save to File TDH(Total Dynamic Head in Feet otHead)' 92.2 Pump Manufacturerlr Pum.Mode, ,'1s DRIPFIELD SPECIFICATIONS REQUIRED DESIGNED 400 r BEDROOM COUNT FIVE 1I PF20 Series.60 Hz,0.5-1.51, DAILY FLOW(GPD) 600 4,. 350 ( DRAINFIELD AREA REQUIRED(FTA2) 750 760 -.. ` - - - ' - LINEARFEETREQUIRED(FT) 750 760 c NM' tatr•r•tllw� \ EMITTER COUNT 750 760 = ... DESIGNED SPACING OF DRI PUN ES(FT) 1 1 EMITTER FLOW I33 sz zoo■��■S�\�► ■�■■ EMITTER FLOW RATE(GPH) 0.42 'Zv l�■-$■11 � ��i "�w�IIII TOTAL EMITTER FLOW RATE(GPH) 319.2 I..�*•II s i*aaa 5.32 1 150 Illiiiiian11��,11�� CONVERSION TO MINUTES(GPM) e HOOKUP/LATERALS 't"' liMilaillani'lialliaiiiiiii. TOTAL HOOKUPS/LATERALS 5 = 100�r�rI��al�ll * , FLOW RATE PER HOOKUP/LATERAL(GPM) 1.6 0- 501111111111111111111111111111111111111111111 TOTAL FLOW RATE FOR HOOKUPS/LATERALS(GPM) 8 ��.. : . . -.- _ __ _. TOTAL GPM(PUMP REQUIREMENTS) 0 11•■111■■ PUMP FLOW RATING(GPM) 13.32 0 5 10 15 20 25 30 35 40 DOSING SETTINGS Row in gallons per minute(gpm) TOTAL DOSES/CYCLES 24 Ill : o OPERATING CAPACITY(GPD) 450 9 ' 18.75 14 GALLONS PER CYCLE �� DRAINFIELD DISCHARGE RATE(EMITTER FLOW) 5.32 JUL ' 1 2022 II:,,$�:,�3.53 1.. )44 PON TIME(MINUTES) k COUNTY ENVIRONMENTAL HEr� Was h OFFTIME(MINUTES) 56.47 M W 1!••k. oyX� CUSTOMER: JENIFER FORRESTER �4. " i TA PIONEER DIGGING INC . 40, PARCEL#:22103 50-00032 ��.• :3,7 '� ADDRESS: 30 E BENSON LAKE DR �!� .. !�'�I.*PAYSSE '?r ti SEPTIC DESIGNS ,11,004pokki;,..,.;,- 3083 E MASON BENSON RD. GRAPEVIEW,WA 98546 DESIGNER: ROBERT H.PAYSSE EXPIRES OFFICE-360-426-1803 FAX-360-427-2353 DESIGN PAGE CALCS/PUMP • DUAL PORT AERATOR LID VENT 1 OPTIONAL IN GROUND BLOWER LOCATION. 4"CLEA NOVA3 FT. 24"CAST IN RISER W/ \ FROM FOUNDATION WATERTIGHT LID AND SCRE WS . . . . • . . I ' 12"-56" 1"PVC(TYD) 11__ 12"PVC AIRLINE C ." '_J � .�T_ SANITARY TEE —�—r��• MASTIC 2'COUPLING ' PPP 1• &REDUCER a f INLET I I 1 ' •:TJ \OUTLET TO DRAINFIELD A U I ° 1 PVC SLUDGE. r J WATERTIGHT FLEXIBLE FITTING 2"TEE RETURN LINE , �_I ° WATERTIGHT FLEXIBLE FITTING J/— CLARIFIER DIGESTERCHAMBER 2'PVT: ,1. OPERATING CAPACITY 474 GAL. CHAMBER FLOOD CAPACITY 518 GALLONS 160 GALLONS FLOOD.191 GAL at TRASH CHAMBER. TANKS MUST BE ; OPERATING CAPACITY 663 GAL FLOOD CAPACITY.5CH GALLONS ON STATE DOH APPROVED LIST NI/WATER BNR 600 `. .. OF SEWAGE • • . TANKS . o o . e • DIFFUSER BARS(2) • .. ' ••O PARALLEL TO TANK WALL O SLUDGE RETVR, PUMP TANKS •.° A OVER 1000 GAL. .. •y .. cw-8 y.+ REQUIRES TWO Y : ;, uc ACCESS RISERS RO8Epr x\ TO GRADE PAYS5E 24'RIBBED RISERS S W/WATER TIGHT LIDS T , ,7 FINISHED GRADE ELECTRICAL WORK DONE w BY LICENSED ELECTRICIAN TRANSPORT LINE 1 INLETS UNION Kz BALL VALVE WATER-TIGHT 1500 GALLON WATERTIGHT CHECK VALVE )OI NTS CONCRETE PUMP TANK (28 GAL. /IN.) VSE TANKS FITTED •- HIGH WATER FLOAT FLO-INDUCER W/CAST IN WATER []� • TIGHT FITTINGS FOR I NLET/OUTLES AND ON/OFF FLOAT CAST IN RISER USE RUBBER ADAPTERS TO `. -, GROMETS FOR ENSURE WATER PUMP: TRANSPORT LINE TIGHTNESS ` -_ jp% AND ELECTRICAL • • ,7 r •• ,:y``� " E:° 1 ON RISERS. MAKE SURE ALL HOLES JUL t 1 2022 ARE WATER-TIGHT ; MASON-COMFY FlvipnINIIIi1PNITAi Lip TL., PIONEER DIGGINGTOMER: JEIVIB�RRESTER SCALE:NA , INC11 V C. PARCEL#:22103 50-00032 INSTALL TANKS ON ORIGINAL OR SEPTIC DESIGNS ADDRESS: 30 E BENSON LAKE DR COMPACTED LEVEL SOILS. RUN CROSS CONNECTIONS INTO ORIGINAL SOILS TO 3083 E MASON BENSON RD. GRAPEVIEW,WA 98546 DESIGNER: ROBERT H.PAYSSE AVOID SETTLING. OFFICE-360-426-1803 FAX-360-427-2353 DESIGN PAGE TANK DETAIL Robert H. Paysse/Pioneer Digging, Inc. Septic Design - General Notes 1. Contact Robert Paysse/Pioneer Digging, Inc.for final inspection of the installation. All components,including tanks,lids,transport line, drainfield,and water lines must be open for inspection. A$300.00 fee will be charged for time involved with the inspection of the installation and creation of the record drawing. Pioneer Digging, Inc. reserves the right to charge additional fees if multiple visits are needed due to installation errors or inaccessible components. Property owner,applicant,and/or installer are responsible for all Mason County fees involved with installation of this design. 2.This septic design must be installed by a certified installer with Mason County Public Health. For Homeowner Installs,the owner must get approval from Robert Paysse/Pioneer Digging, Inc. and Mason County Public Health prior to attempting installation. 3.Any alterations of this design must first be approved by Robert Paysse/Pioneer Digging,Inc.and Mason County Public Health. If installer finds any installation difficulties with design,they should contact designer prior to proceeding with installation. 4.This design is site specific and conforms to State and Mason County requirements. The designer assumes no responsibility for its longevity. The owner therefore agrees to maintain and make all necessary repairs to the system at no cost to Robert Paysse/Pioneer Digging, Inc. Due to various aspects, Robert Paysse/Pioneer Digging, Inc. assumes no responsibility for this septic systems longevity or life. 5. Field Staking was done to the best of the designers knowledge or property line locations. Robert Paysse/Pioneer Digging, Inc.assumes no responsibilities for surveying property line locations. Owner must verify/establish actual lines prior to construction. Any discrepancies found related to this design should be reported to the designer immediately. 6. 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. 7.The property owner and certified installer are responsible for locating all underground utilities prior to installation. 8.All construction materials installed in this system shall conform to all applicable state and Mason County requirements. 9.Storm water runoff,footing drains, roof drains must be diverted away from any septic system components. 10.This design is intended to meet State and Mason County requirements that are related to the system being proposed. Any placement of proposed buildings, proposed wells or other non related items on these drawings may or may not meet other local and or state requirements. It is the property owner's responsibility to determine what is acceptable to the various departments for non-related items. 11.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 and unusable. 12. No curtain,foundation, perimeter drains shall be installed 30ft downslope and 10ft upslope of drainfield areas,unless design addresses a decreased setback with waivers. 13. Installer is responsible for following all related waiver mitigations outlined by Mason County Public Health and Robert Paysse/Pioneer Digging, Inc. if waivers are being proposed. 14. 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. 15.All septic tanks, pump tanks,ATU's must be installed on original soils or compacted gravels. Run 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. Owners are advised to keep bushes and trees away from lids and other septic maintenance points. 16.All electrical wiring shall be done by a licensed electrician or homeown all/yea must be permitted through Labor and Industries. ��11// Q V The system owner/operator is responsible the continuouspa' i e of the sy 17for opera' ma y � ai For User Manual and Owner Maintenance information, refer to Mason y,P,OblN Health Ho2ner'• Manual,which should be received by owner after installation approval. w TYFNVIRONMENTqL H ,1; • J R: CUSTOMER: ENIFER FOR ESTER_ t'5 Z '�� PIONEER DIGGING, INC. PARCEL E 3 50-00032 �: \ f..'Yh .fs-. . SEPTIC DESIGNS ADDRESS-. 30 E BENSON LAKE DR l,YSSE °' fth 3083 E MASON BENSON RD. GRAPEVIEW,WA 98546 DESIGNER: ROBERT H.PAYSSE EXi,TRES OFFICE-360-426-1803 FAX-360-427-2353 DESIGN PAGE NOTES