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Home My WebLink AboutSWG2024-00050 - SWG Application / Design - 2/29/2024 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 SHELTON:360-427-9670, EXT 400 (14: BELFAIR:360-275-4467,EXT 400 '';;;. ,:;1' Public Health & Human Services ELMA:360-482-5269,EXT 400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2024-00050 APPLICANT LAYTON GAVIN F Phone: Address: 17913 W INTERURBAN BLVD SNOHOMISH, WA 98296 OWNER LAYTON GAVIN F Phone: Address: 17913 W INTERURBAN BLVD SNOHOMISH, WA 98296 SEPTIC DESIGNER BOB PAYSSE* Phone: 360-426-1803 Address: 3083 E Mason Benson Road GRAPEVIEW, WA 98546 Site Address: 231 SE MABLE TAYLOR LN Primary Parcel Number: 319101400021 Permit Description: New 5bd Nuwater to subsurface drip with local waiver Permit Submitted Date: 02/09/2024 Permit Issued Date: 02/27/2024 Issued By: Rhonda Thompson Current Permit Fees Paid: $540.00 (additional fees may be requred upon installation of system). Permit Expiration Date: 02/26/2027 (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 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. U 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/environmentallonsiteloss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL USE ONLY -- MASON COUNTY DATE RECEIVED /�, / � G Co D COMMUNITY SERVICES c cn AMOUNT RECEIVED��O RECEIVED By. CO m v CP Public Health(Community Health/Environmental Health) C cn 360.427.9670,ex[400 or 360-275.4467,ext.400 S��t�/' /] /� q O 415 N.6th Street Shelton,WA 98584 A/V 2 2 2 a - / /�,c// o 73 Y /V/ l./ (� Z di -13 ON-SITE SEWAGE SYSTEM APPLICATION D m n APPLICANT PHONE m m r GAVIN LAYTON z c MAILING ADDRESS-STREET,CITY,STATE ZIP CODE E 17913 INTERURBAN BLVD SNOHOMISH WA 98296 co 2E DRESS-STREET,MABLEc ITY.ZIP CODE 31 TAYLOR LANE SHELTON WA 98584 10.) NAME OF DESIGNER PHONE ROBERT H. PAYSSE 360-426-1803 NAME OF INSTALLER PHONE v I (0 TBD <_ PERMIT TYPE(select one) DRINKINGIN WATER SOURCE Q I RESIDENTIAL OSS COMMUNITY OSS III COMMERCIAL OSS LIB PRIVATE INDIVIDUAL WELL L PRIVATE TWO-PARTY WELL Z I CD TYPE OF WORK(select one) F-r PUBLIC WATER SYSTEM ff NEW CONSTRUCTION/UPGRADES ft REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE IX REPAIR I -_ SUB El SURFACING SEWAGE 0 EXISTING FAILURE El SHORELINE III:DESIGN FORM(REQUIRED) SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE W I MIMITTALS lir WAIVER(S)(IF APPLICABLE) 5 3+ ACRES 0 0 DIRECTIONS TO SITE AND SITE CONDITIONS.(ex.locked gate) SOUTH HWY 101 TOWARDS OLYMPIA. TAKE EXIT AFTER TAYLOR TOWN ONTO OLD I 0 OLYMPIC HWY. TURN LEFT OFF RAMP TOWARDS KAMILCHE. TURN LEFT ON r KAMILCHE POINT RD. TURN LEFT ON MABLE TAYLOR LANE (ABOUT 3 MILES DOWN). o 0 TRAVEL DOWN MABLE TAYLOR FOR ABOUT 1000 FT TO SITE STRAIGHT AHEAD. PDI I tv SIGN POSTED. SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURE SOURCE(for reporting purposes) ❑VOLUNTARY 0 MAINTENANCE/PUMPING ❑BUILDING PERMIT 0 HOME SALE ❑COMPLAINT ❑OTHER: INSPECTOR SOIL-LOOGGS� COMMENTS/CONDITIONS 44 11-c-i i'j ., 5-01v.,\\04 4-01'3 SI-K-(74-1A,<.e Ok, Q(aiAli . I .t)JZZ C 5�� ,\o � + Z � okrA;I KAle,r 7.q -e, 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 APPLICATION APPROVED/ISSUED BY DATE W\kAry THIS FORM MAY BE CANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/7/Z015 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 1 9 1 0 — 1 4 — 0 0 0 2 1 A design will be reviewed when 3 copies of each of the following are submitted: ''Completed design form that has been signed and dated. v Scaled layout sketch,including all applicable items on checklist ''Scaled plot plan,including all applicable items on checklist. v 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 26l y — ODQrd Designer's Name: ROBERT H.PAYSSE Applicant's Name: GAVIN LAYTON kis >> p 360-426-1803 Mailing Address: 17913 INTERURBAN BLVD Apes gneJt'3� : 1 3083 E MASON BENSON RD SNOHOMISH WA 98296 FEB 27 2024 GRAPEVIEW WA 98546 City State Zip Ci State Zi Treatment De ❑Glendon Biofilter 0 Sand Filter 0 Mound ❑Sand Lined Drainfield ❑ Recirculating Filter,Type: I 'Aerobic Unit Make/Model NUWTER BNR600 ❑ Disinfection Unit Make/Model Other: 1000 TRASH TANK Drainfield Type ❑Gravity 0 Pressure 0 Trench 0 Bed i1 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals co I Number of Bedrooms 5 Schedule/CI '`s NETAFIM Daily Flow: Operating Capacity 450 gpd Length mcn 240 ft Daily Flow: Design Flow 600 gpd Diameter ® 0.5 in Septic Tank Capacity(working) BNR600 gal Number e..05 Receiving Soil Type(1-6) 5 Separation 1.5 ft 1 Receiving Soil Appl. Rate 0.4 gpd/ft2 Orifices faces Required Primary Area 1800 ft2 „Total Numbe 1200 EMITTERS Designed Primary Area 1800 ft2 " Diameter .42 GPH in Designed Reserve Area 2400 ft2 ft Spacing 12 in Trench/Bed Width NA Manifold Trench/Bed Length 1200 ft Schedule/Class SCH.40 Elevation Measurements Length 45 ft Original Drainfield Area Slope 12 % Diameter 1.25 in New Slope,If Altered 12 % Preferred manifold configuration used? I 'Yes 0 No Depth of Excavation Up-slope 6-7 in Transport Pipe from Original Grade Down-slope 6-7 in V Schedule/Class SCH.40 Designed Vertical Separation 12+ in Length 50 ft Gravelless Chambers Required? 0 Yes Ed No 0 Optional Diameter 1.25 in Pump Required? lif Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 12 Diff.in Elevation Between Pump&Uppermost Orifice 15 ft Dose quantity 40 gal 1.-----.Drainfield Squirt Height/Selected Residual(head) NA ft Chamber Capacity(flood) 1800 gal Pump controls:Please check those required. Uppermost Orifice ilf Higher 0 Lower than Pump Shutoff Capacity @ Total Pressure Head 16.4 gpm [' L�EIase Meter fi�Event Counter p Calculated Total Pressure Head 148 ft If Timer: Pump on 4 MIN ,pump off 1 HR 56 MIN Comments TIMER SETTINGS APPROX. - AT TIME OF INSTALL PERFORM DRAWDOWN, CHECK GAUGES, ADJUST TIMER AS NEEDED. S DESIGN FORM—PAGE TWO Assessor's Parcel Number: 3 1 9 1 0 — 1 4 -- 0 0 0 2 1 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch O Test hole locations 121 Drainfield orientation and layout Reference depth from original grade: B1 Soil logs Ed Trench/bed dimensions and g Septic tank g Property lines critical distances within layout g Drainfield cover O Existing and proposed wells lif D-Box/Valve box locations Reference depth from original grade within 100 ft of property lit Septic tank/pump chamber and restrictive strata: Measurements to cuts, banks,and locations g Laterals,trench/bed,top and surface water and critical areas lifObservation port location bottom 121 Location and orientation of Ili Clean-out location 0 Curtain drain collector curtain drain and all absorption g Manifold placement 0 Sand augmentation components g Orifice placement Other cross-section detail: Location and dimension of Lateral placement with distance M Observation ports/clean-outs primary system and reserve area to edge of bed g Other Information Pi Buildings g Audible/visual alarm referenced Yes No id Direction of slope indicator Q! Scale of drawing shown on scale i f 0 Design staked out 171 Waterlines bar 0 g Recorded Notices attached g Roads,easements,driveways, APPROVED g 0 Waiver(s)attached parking l' 0 Pump curve attached (FQ North arrow and scale drawing FEB 27 2024 ❑ I'Evaluation of failure shown on scale bar MASON COUNTY ENVIRONMENTAL HEALTH Non-residential justification RET 0 Ef Waste strength ❑ Er Flow DESIGN APPROVAL The undersigned designer must be notified by installer at time of installation g Yes 0 No "5( 4 ZhfrrSignatureqDesigner 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: '74,7("? .-1 Environmental Heal Specialist Date CAUTION: DESIGN APPROVAL 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: 2 !/ ✓ 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 / / I I LITTLE SKOOKUM -- INLET / \ \ v \ � - - \ I \ \ \ I // \\ x` I I / / I / / 'N / EXIST. PRIMARY -\ // I WELL \� \ \��, // / I I TANKS I \� N I \ 1000 TRASH TANK ' ry \ s I NVWATER BNR600 t� \ /Q \ 1800 PUMP TANK -.42 / P NV* \ / / I �\ EXIST. CABIN 1 ft / i / I SEASONAL �\ I / REMOVE LARGE RUNOFF 1 MAPLE TREE C/O I \\ / 1\RESERVE 1 I \ I ---- C/O I \� I APPROVED I FUTURE BUILDING / 1 4 LOCATION FEB 2 7/ 2024 / 1 ,�' I MASON COUNTY ENVI ONMENTAL HEALTH I ,$' ,� I R T y,o OF v" ,AN9 — I Q'... ROBERT N31R1YSSyE .��\ EXPIRES 1` AN ASBUILT/INSTALL SIGNOFF FEE WILL BE CHARGED AT TIME OF INSTALLATION PIONEER DICCINCz, INC. CUSTOMER: GAVIN I I. 11101E l: TEST HOLE 2 TEST HOLE 3: TEST HOLT+: PARCEL# 31910-14-00021 32 51 L 0-22 SI L (}22 SI I. 0-2+Sit. 32+CLAY 22+CLAY 22+CLAY 24+CLAY SEPTIC DESIGNS ADDRESS: 231 MABLE TAYLOR LN ROOTS h,32 ROOI•Cr 22 RVOIS C)22 ROOTS n 2+ 3083 E MASON BENSON RD. GRAPEVIEW,WA 98546 DESIGNER: ROBERT H.PAYSSE DISCLAIMER:THIS IS NOT A SURVEY.REFERENCES INCLUDE ADPUCANTCOUN Y PROVIDED PLATS OR SURVEYS.FIELD MEASUREMENTS AND COUNTY DIS DESIGN INTENDED FOR SEPTC OFFICE-360426-1803 FAX-360-427-2353 PURPOSES ONLY PROPOSED DEVELOPMENT MAY BE SUBJECT TO OTHER SI IFFT: SITE PLAN SCALE 1"=W DEPARTMENT/AGENCY REVIEW DESIGNER NOT RESPONSIBLE FOR SETBACKS UNRELATED TO SEPTIC COMPONENTS AN ASBUILT/INSTALL SIGNOFF FEE WILL BE CHARGED AT TIME OF INSTALLATION PRIMARY DRIPFIELD 1800 SOFT/ 1200 LNFT111/ 5 LATERALS C) 240 LNFT e. 12IN EMITTER SPACING 1.5FT ROW SPACING Al \Vitif R/VAC RELIEF VALVES / (AS NEEDED) if* 1 / I/ 1.25" SCH. 40 FEEDER & RETURN if #* I /' I / I // /1 fie , I / I / ‘ .i' I / I / I / IAP,DROvt\' I ED I MA COUNIY E��yIRONMENt it AlHEALTH�� s ‘11)1lill LARGE MAPLE TREE TO BE REMOVED 1 y`I� 0AT- .r RESERVE AREA r °`"`A� . 2400 SOFT fr,•.� ?` o.r if0:. ROBERT H�TWAYSSE ,�II_/ %II/I - �'NP y 1 EXPIRES I PIONEER DIGGING, INC. CUSTOMER: GAVIN LAYTON I32SIl. E I: ll_2SII. 2 l22SII.F.3: 0-24 IIOLC- 0ESSI1. 022�II. 022SIL U4�SII. PARCEL#:319101400021 32+(JAY 22+CLAY 22+CLAY 24+CLAY SEI'I IC, DESIGNS ADDRESS: 231 MABLE TAYLOR LN Roo1:-.o,i2 ROOL'@ 22 ROOTS @ 22 ROOTS @ 24 I 3083 E MASON BENSON RD. GRAPEVIEW,WA9854t DESIGNER: ROBERT H.PAYSSE DISCLAIMER.THIS IS S INCLUDE APPLICANT/COUNTY PROWDEO PLATS OR SURVEYS.FIELLDMEASSURREME OT A SURVEY.REFEREN TSANDCE COUNTY GIS DESIGN NTENDEDFOR SEPTIC _ PURPOSES ONLY PROPOSED DEVELOPMENT MAY BE SUBJECT TO OTHER OFFICE-360-426-1803 FAX-360-427-2353 SHEET: DF DETAIL SCALE I"=10' DEPARTMENT/AGENCY REVIEW DESIGNER NOT RESPONSIBLE FOR SETBACKS UNRELATED TO SEPTIC COMPONENTS —\ 6"-8" INSTALL DRIPLINE DEPTH 0 0 j��i�4��%��%��i��•1•'��i��j\��i��\��`?\.N• FLEX TUBING (r=3:1174'.=3) 0 0 DRIPLINE \— 1.25 SCH. 40 6" ICV BOX TO AIR/VAC FIN. GRADE RELIEF VALVE d H D Fowler Company Continuous Flush Ileadwor Quality Performance, Long-Life and Reliable Onsite Effluent Control l .. , , Applications: E • Oasite wastewater dnp di persai systems Reuse applications including municipally e treated effluent designated br irrigation and " « .� g j!:11,4 �. vim ether asnfected and non-disinfected water .. •' ♦ice • In a Vestments�i�• .. ee Set �., system such as an k J j v" «ram a 14 • ' �. :.f..tt •.t��. •�<��• e.{i�+ W,cmwaen.Sand fitter or mound system �" , ��.= .//•'. t • Rarreatee harvesbng systems �.-See-;111, � 4e.t.<I�• : Getwatersystems 0-. i,�"-0- ,-.7 10: •• ',i iTerr rr efiectn a removal of debris is - %e requred .�i:.%:t-i�.*��<fitay:ill�411.1 • Typ:caUy installed downstream of treatment process when used with onsrte effluent • Can be used watt domestic strength septic - tank effluent w th proper design and The PUHEAOWORKS4 Comes cperation Standard in an'Riser S. APPROVED 1. FEB 2 7 2024 TM �'b� MASON COUNTY EN '0..i. 1 ENVIRONMENTAL HEALTH NETAFIM .. . , i� of : RET GROW MORE WITH LESS St�03t7 �T S �' RC!!E't';. AiY'SSE t, : I - " J11lIl/!/ EXPIRES AN ASBUILT/INSTALL SIGNOFF FEE WILL BE CHARGED AT TIME OF INSTALLATION PIONEER DICGII N INC. CUSTOMER: ARCEL#:3i910-1�02121�oN SEPTIC DESIGNS ADDRESS: 231 MABLE TAYLOR LN 3083 E MASON BENSON RD. GRAPEVIEW,WA 98546 DESIGNER: ROBERT H.PAYSSE DISCL.AIMEIL THIS IS NOT A SURVEY.REFERENCES INCLUDE APPLICANT/COUNTY PROVIDED PLATS OR SURVEYS.FIELD MEASUREMENTS AND COUNTY GIS.DESIGN INTENDED FOR SEPTIC PURPOSES ONLY PROPOSED MAY BE SUBJECT TO OFFICE-360-426-1803 FAX-360-427-2353 \ DEPARTMENT/AGENCY RENEW DESIGNER NOOT PMENT RESPONSIBLE FOR SETBACKS UNRELATED TO TO I I EET: DRIP DETAILS SCALE NA SEPTIC COMPONENTS • _/ Z^V L_ o Qri :. % —hcAF- - f ' (L/ % jr.,.._.m'L w—I i1 Al. x w I— i qua • w > °. G. < ce W w w O i' U IU fV J :n w � a v Z o > m z � w � Z O Z o ,' w N I.R. t ? 2 11 Illz aoo a° E-v a, Z o Li., O W> aLi] VLi., ._J t cz u.... _ u.. L.) < U ! i— m � Z 6bo ►- w APPROV . 0 0 tpce�/ t.11 r iiiiiii M oL ', O V w � N w FEB 2 7 2024 0 ° z z MASON COUNTY ENVIRONMENT ' U ° u v ESL Q o i� RET v G o 0 1 yti :a S I x c, MI liririiii n 11 M /....< Ic. 0 ch. til �i [� ♦ C IJ F.1 O 0 o�c o OO .� I w F" I7t:fiIii Q o DUAL PORT AERATOR LIP VENT DESIGN ER RECOMMENDS INSTALLING AIR PLOWER AEOVE GRADE 4'CLEANOUT 5 FT• 2l'CAST IN RISER VI AND YM RTI HIN Aim ROCK OR HOUSING FROM FOVNDATIpY • . .rs/4-- S: . WATERTIGNT LID AND '.Fv:lie E L•t+t•t•� I'PV:.:TrP)- - O- PVC AIRLINE SANITARY TEE 1 -. f7. C� 2 I�� 1 ...1. r>f - -. -- TT— MASTK •'{ 2*COPPLING ■ 1 ` 4 REDUCER - II 1 1 � ,.� VTLET TO DRAIN FIELD U. -- 111 —J '1\ WATERTK-'J I"PVi SWDCE r-N. J `WATERTIGHT FIE\ISLE fITT.': TEE RETURN LINE .'P `� A FLO(IELE FITTING • d• 2'PVC J DIGETERCHAMEER CLARIFIER • .,77i a. OPERATING CAPACITY 474 GAL CABER FLOOD CAPACITY 516 GALLONS IEOGALLON< . F(.00D I91 TRASH TANKS MUST BE . iNGCAPAITY4 OPERATING CAPACITY 663 LA. ON STATE DOH FLOOD CAPACITY SOSGALLON, APPROVED LIST NUWAIER BNR.500 f OF SEWAGE TANKS o o . • • DI�fVSER EARS(2) • ••' . • PARALLEL TO TANK WALL PUMP TANKS OVER , iO o 5L(/DC RUL, •• o • • USE 1000 GAL. REQUIRES GRSE RUBBERRUB FOR TWO ACCESS RISERS J 7,•.; •". • • ••`•;., TRANSPORT LINE TO GRADE • . • . :• :• •' '. . • • • AND ELECTRICAL ON RISERS. MAKE PUMP TANKS SURE ALL HOLES LOCATED AT HIGHER ARE WATER-TIGHT ELEVATION THAN f— NUWATER CONTROL PANEL DRAIN FIELD MUST 24"RIBBED RISERS HAVE ANTI-SIPHON WI WATER TIGHT LIDS DEVICE INSTALLED. I a FINISHED GRADE ELECTRICAL WORK^: s`,.ICENSEOELECTRJ."IA% TRANSPORT LiftF j INLE I UNION& BALL VALVE 1 WATER-TIGHT 1800 GALLON WAJ R7707/T CHECK VALVE JOINTS CONCRL/L PUMP TANK A , CAI / P �� -----.T FLO-INDUCER V ED HIGH WATER FLOAT - MASONFEB 2 024 COUNTyEN n USE TANKS FITTED `• uENTA( ON/OFF FLOAT HEALTH — , , W/CAST IN WATER RE l TIGHT FITTINGS FOR '' • .. PUMP: ORENCO PF Ley.; . INLET/OVTLESAND • • CAST IN RISER 7�..• a- [*', • r1'':'•:.'.r• . . • •• .., . .l•. ADAPTERS TO meat! i ENSURE WATER r TIGHTNESS etES CUSTOMER: GAVW LAYTON SCALE:NA PIONEER DIGGING, INC. PARCEL# 3191014 00021 INSTALL TANKS ON ORIGINAL OR SEPTIC DESIGNS ADDRESS: 231 MABLE TAYLOR LN COMPACTED LEVEL SOILS. RUN CROSS 3083 E MASON BENSON RD. GRAPEVIEW,WA 98510 DESIGNER: ROBERT li.PAYSSE CONNECTIONS INTO ORIGINAL SOILS TO AVOID SETTLING. OFFICE-360-426-1803 FAX-360427-2353 DESIGN PAGE TANKS DETAIL DRIPFIELD SPECIFICATIONS + REQUIRED DESIGNED I`� BEDROOM COUNT FIVE rti Q "4 DAILY FLOW(GPD) 600 �f , ...1., ro.DRAINFIELD AREA REQUIRED(FTA2) 1800 1800 � , LINEAR FEET REQUIRED(FT) 1200 1200 t .' •.! • 7 'I .? • EMITTER COUNT 1200 1200 . PIslao3n •�/ 00: RCBERT H kL1rssE DESIGNED SPACING OF DRIPLINES(FT) 1.5 1.5 11 r - 6 rt•dt .bow, "-dour EMITTER FLOW EXPIFc:S EMITTER FLOW RATE(GPH) 0.42 ORENCO PF2010 OR EQUIV. TOTAL EMITTER FLOW RATE(GPH) 504 CONVERSION TO MINUTES(GPM) 8.4 HOOKUP/LATERALS IPF2DSeries allbS6•t.slq1 350 TOTAL HOOKUPS/LATERALS 5 X FLOW RATE PER HOOKUP/LATERAL(GPM) 1.6 e TOTAL FLOW RATE FOR HOOKUPS/LATERALS(GPM) 8 C 6 TOTAL GPM(PUMP REQUIREMENTS) v - PUMP FLOW RATING(GPM) 16.4 .e 200 1 o - DOSING SETTINGS . TOTAL DOSES/CYCLES 12 v' OPERATING CAPACITY(GPD) 450 ` too- GALLONS PER CYCLE 37.5 `9 4 so DRAINFIELD DISCHARGE RATE(EMITTER FLOW) 8.4 ON TIME(MINUTES) 4 MIN 00 5 10 15 20 25 30 35 40 OFF TIME(MINUTES) 1 HR+ 56 MIN Flow in gallons per minute(gpm) System Data Input Calculation Outputs Gabns Per Da -, 800 ? Total System Information Application Area Required(square feet) 1.800 .,,i,. Soil Loading Rate(Gahm/Sq.Ft.I Per Day IGPDpW'. 0.3333 m Total Amours of Bioe°Required(leett 1,200 Total Nunberof Emitters in the Dnptekl 1,200 Select Emitter Flow Rate(GPh7 0.42 _ Zone Information Select Ember Spacing(inctre 12 Number of Zone; 1 Amount of Bioline°Per Zone(feet): 1,200 Flush Velocity(fps 2 L. Number of Emitters Per Zone 1,200 Minimum Nunberof Laterae Per Zone 2 Madmum Number of Laterals Per Zone Ill e, Estnlated Pump Flow Radrg(GP (2.1 ., Number of Laterals That WI be Used' ERM Mabrtkm Length of 8iolne°Laterals Based on nlet Pressure 310 .O Wet Pressure(psiy( 46 Flow Rale Per Zone(GPM): 8.4 Holding Capacity of Dncpertine Per Zone(Gallons) 18.0 tiler Pressure(Feet of Heady 104.0 Additional Flow Requremenl to Accommodate Fleshing Velocity 8.0 s Row Spacing Between Dnpines(feel) 1.6 Holding Capacity of Piping Holding Capacity(Gallons)of Supply Line a Supply&Flesh Manifold' 7A Nranber of arc; 1 Hokfing Capacity(Gallons per Zone)of Biolne 16.0 Holding Capacity(Gallons)of Suppy Line.Manifolds and Dripped ne 23.7 Hors Per Day to Use for Dose id 24 s Head Loss Data-Dosing&Flushing Cycle Elevation Change from Pump to Dose Tank Cutlet(reef(} 5 Friction Loss per 100'(psi)in Supply Line&Manifolds 1.e Velocity(fp$ 3.5 Elevation Change horn Dose Tank to Drip Field(feet[ 10 Fnction Loss in Supply Line&Supply Manifolds(psis 1.6 Fnction Loss in Supply Line&Srppy Marablds(Feet 0f Hea0 .6 Length of Supply Lire a Supply a Flesh Manifolds(feet)♦ 100 _... Additional Pressure Regrured for Return Manifold and Piping to Tank(psi 'S:,,.� Additional Pressure Required for Rebus Manifold and Piping to Tank(Feet of Head). 23.1 1DH(Total Dynamic Head)in Feet of Head 145.7 Type of Pipe-Supply Line IS Manrons` PVC Sch40 ,.; Control Settings Information Total System Runtime Per Day(MinuresF. 71 Sim of Supply a Manifold Pipe(nches3 1.251 Total Runtime Per Zone Per Day(Minutes). 71 Total System Dosing Everts Per Daz 24 Pipe Roughness Constar? 150 Runtime For Each Dose(Mintiest 3 Oft Time Between Doses in the Same Zone(Hours to nearest 0.1) 1.0 inside Diameter of Pipe Onuses. 1.38 Miscellaneous Information Number of Daily Dosing Everts Per Zone,` P P R O V ® Dosing Volume Per Emitter Per Dose f sm? 0.02 lines Per Weeekk Do of Dosing. 3.74 Volume of Single Dose(gallons) 251 7 2024 Pump Selection FEB 2 Puna Flow Rakrg(GPMZ 16.4 Save to File TDH(Total Dynamic Head in Feel of Head) 148.7 MASON COUVTYE"tV1RON:MENTAI HEALTH Pump Manufacturer �t Pump Mode ET PIONEER DIGGING, INC. CUSTOMEPARCEL#:131910-14-00021: GAVIN oN SF])I IL DI SIGNS ADDRESS: 231 MABLE TAYLOR LN 3083 E MASON BENSON RD. GR.APEVIEW,WA 98540 DESIGNER: ROBERT H.PAYSSE OFFICE-360426-1803 FAX-360.427-2353 SHEET: CALLS 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. 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 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 system owner/operator is responsible for the continuous operation and maintenance of the system per WAC 246-272A. Fgopr;� ai ce information, refer to Mason County Public Health Homeowner's Manual,which should be receive �afteor i t I a I. 14. System owner should be cautious of landscaping around septic components. Root intrusion FER 2 7 2024 can cause premature failure of the drainfield area. In addition, bushes and trees should be keppON COuN Y ENVIRONMENTAL HEALT. away from lids and other septic maintenance points. RET 15. Changes made at time of installation may impact designer calculations, pump sizing, and f�1 compliance w/county and state requirements. Contact designer prior to install w/any Itg.‘` 4. proposed variations from design. Changes may result in additional fees and permitting. 4oF . +„ , : PIONEER DIGGING, INC. CUSTOMER: �ON I'ARCEL# 319101140p021 6. '; ~�� •S$0, R E �PAY-SE SEPTK. DI SI(,NS ADDRESS: 231 MABEE TAYLOR LN �i..i' •i)4i 3083 E MASON BENSON RD. GRAPEVIEW,WA 98540 DESIGNER: ROBERT H.PAYSSE EXPIRES OFFICE-360-426-1803 FAX-360-427-2353 IEET: NOTES SCALE NA