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HomeMy WebLinkAboutSWG2023-00189 - SWG Application / Design - 5/16/2023 A MASON COUNTY 415 N 6TH 42 STREET,SHELTON, ,, 98584 0-427967 SHELTON: EXT 400 BELFAIR:360-275-4467,EXT 400 r Public Health & Human Services ELMA:360-482-5269,EXT 400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2023-00189 APPLICANT JARED CURTIS ETUX Phone: Address: 50 E BUCKINGHAM LN GRAPEVIEW, WA 98546 SEPTIC DESIGNER Bob Paysse - Pioneer Digging Inc Phone: 360-426-1803 Address: 3083 E Mason Benson Road GRAPEVIEW, WA 98546 Site Address: UNKNOWN Primary Parcel Number: 121081190012 Permit Description: New 4bd ATU to subsurface drip Permit Submitted Date: 05/16/2023 Permit Issued Date: 05/22/2023 Issued By: Rhonda Thompson Current Permit Fees Paid: $525.00 (additional fees may be required upon installation of system). Permit Expiration Date: 05/19/2026 (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: masoncountywa.gov/health/environmental/onsiteloss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL USE ONLY a MASON COUNTY DATE RECENED� • 14 2.3 cn D iriiir COMMUNITY SERVICES AsissRECEIVED C a m — N Public Health(Community Health/Environmental Health) G (p 415N.36C-4 6th 70.Street 400 or lor WA7 ext.400 SVG�0 �� (,n O t 5 N.6th Street ShNton 98584 Q x Z Cl) ON-SITE SEWAGE SYSTEM APPLICATION Z 13 D DX m m APPLICANT PHONE r JARED CURTIS z c MAILING ADDRESS-STREET CITY,STATE,ZIP CODE g 50 E BUCKINGHAM LANE GRAPEVIEW WA 98546 co SS-STREET,CITY,ZIP CODE 80DEEBUCKINGHAM LANE GRAPEVIEW WA 98546 I NAME OF DESIGNER PHONE I N ROBERT H. PAYSSE 360-426-1803 NAME OF INSTALLER PHONE I a TBD < U DRINKING WATER SOURCE G PERMIT TYPE(select one) Q Iir RESIDENTIAL OSS 57 COMMUNITY OSS FCOMMERCIAL OSS Iris�7 PRIVATE INDIVIDUAL WELL n PRIVATE TWO-PARTY WELL Z I co TYPE OF WORK(select one) aj PUBLIC WATER SYSTEM 1 WI NEW CONSTRUCTION/UPGRADES ffREPAIR/REPLACEMENT OTHER DETAILS(select all that apply) 0 TABLE IX REPAIR I — SUBMITTALS CISURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINECa ffr l DESIGN FORM(REQUIRED) Iivl SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE r0 . 5TWAIVER(S)(IFAPPLICABLE) 4 1.49 0 1 I (c) DIRECTIONS TO SITE AND SITE CONDITIONS:(ex locked gate) NORTH HWY 3. RIGHT ON GRAPEVIEW LOOP ROAD. AT FIRESTATION AND STOP I Q SIGN CONTINUE STRAIGHT ONTO STRETCH ISLAND. CROSS BRIDGE AND r I CONTINUE STRAIGHT AT INTERSECTION ONTO ECKERT ROAD. TURN LEFT ONTO o BUCKINGHAM LANE. SITE ADDRESS 80, SEE SITE PLAN. Cu3e8 '�S �m I -? SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. OFFICIAL USE ONLY BELOW THIS LINE IUPGRADE/FAILURE SOURCE(for reporting purposes) 0 VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT ['HOME SALE ['COMPLAINT El OTHER: .�PECTOR SOIL LOGS COMMENTS/CONDITIONS Ikk3. '- m°t 2►MMOd - 7/; 0,w Sk (zo` \ Iii MAY 16 2023 Zoe 'kit k I By--____ RECORD DRAWING AND INSTALLATION REPORT SOIL CODES: V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL INSPECTOR SIGNATURE Q-TDATE APPLICATION EXPIRATION DATE APPLICATION APPROVED/ISSUED BY DATE I VYY\ s 1��1�3 s l�� (16 V_ 51274z� THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/7/2015 DESIGN FORM—PAGE ONE Assessor's Parcel Number: _ _ A design will be reviewed when 3 conies,of each of the following are submitted: TX ( 5 k , © 0 t Z °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 4 Permit Number: SWG 20 ZS' 0 O '°l Designer's Name: ROBERT H. PAYSSE JARED CURTIS Desi ner's Phone Number: 360-426-1803 Applicant's Name: g Mailing Address: 50 E BUCKINGHAM LANE Designer's Address: 3083 E MASON BENSON RD GRAPEVIEW WA 98546 GRAPEVIEW WA 98546 Ci State Zi. Ci State Zi. Treatment Device ❑Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield Cl Recirculating Filter,Type: -Aerobic Unit Make/Model NUWTER BNR500 ❑Disinfection Unit Make/Model Other: Drainfield Type ❑Gravity 0 Pressure 0 Trench 0 Bed lig Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 4 Schedule/Class NETAFIM Daily Flow:Operating Capacity 360 gpd Length 240 ft Daily Flow:Design Flow 480 gpd Diameter 0.5 in Septic Tank Capacity(working) BNR500 gal Number 4 Receiving Soil Type(1-6) 5 Separation 1.5 ft Receiving Soil Appl.Rate 0.4 gpd/ft2 Orifices kequired Primary Area 1440 ft2 Total Number of Orifices 960 EMITTERS Designed Primary Area 1440 ft2 Diameter .42 GPH in Designed Reserve Area 1920 ft2 Spacing 12 in Trench/Bed Width 24 ft Manifold Trench/Bed Length 60 ft Schedule/Class SCH.40 Elevation Measurements Length 24 ft Original Drainfield Area Slope 4 % Diameter 1 in New Slope,If Altered 4 % Preferred manifold configuration used? I 'Yes 0 No Depth of Excavation up-slope 6-8 in Transport Pipe from Original Grade Down-slope 6-8 in Schedule/Class SCH.40 Designed Vertical Separation 12+ in Length <100 ft Gravelless Chambers Required? 0 Yes l 1 No 0 Optional Diameter 1 in Pump Required? Eid Yes ❑No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 24 Diff.in Elevation Between Pump&Uppermost Orifice 0 ft Dose quantity 20 gal Drainfield Squirt Height/Selected Residual(head) - ft Chamber Capacity(flood) 1800 gal Uppermost Orifice 0 Higher ! 'Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 13.1 gpm IVITimer l 'Elapse Meter li 'Event Counter Calculated Total Pressure Head 118.1 ft If Timer: Pump on 3 MIN ,Pump off 1 HRS Comments INSTALL SYSTEM IN DRY WEATHER CONDITIONS. I DESIGN FORM—PAGE TWO Assessor's Parcel Number: Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch Eiti Test hole locations Drainfield orientation and layout Reference depth from original grade: g Soil logs g Trench/bed dimensions and g Septic tank • Property lines critical distances within layout Gif Drainfield cover g Existing and proposed wells 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 g Laterals,trench/bed,top and surface water and critical areas 12f Observation port location bottom g Location and orientation of g 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: IA 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 Buildings g Audible/visual alarm referenced Yes No Direction of slope indicator It Scale of drawing shown on scale It 0 Design staked out B1 Waterlines bar 0 l Recorded Notices attached , g Roads,easements,driveways, ❑ i1 Waiver(s)attached parking M' 0 Pump curve attached it North arrow and scale drawing 0 t'Evaluation of failure shown on scale bar Non-residential justification ❑ i 1 Waste strength ❑ It Flow DESIGN APPROVAL The undersigned designer must be notified by installer at time of installation g Yes 0 No WI 4 / �nature o P.'esi er 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: Environmental Health 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: Si( (?— ✓ 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 \ N. / \ N // N \\ CASE // -- \� /���� INLET / \\\ \ / \-S / /� \\�� / / / \\� / / ` / / �\ \ // I // o j \\ 7' �\ TOP OF j EXIST. �`--,� \\ / � BANK \ I WELL Z\ / y / ,� \ I N / / 7 N I \\\I EXIST. ��.�/ // / RESERVE WELL PROPOSED TANKS / C1920+SQFT) LOCATION (50'+ ,, .. FROM WELLS) pROPo F— —T— -� /�U ' ———; / RFS�DFNCFFw � / / \\ C/O-.....".14* . , .IIIIIIIIIIIIII /i - ►1; \\ .IIIIIIIIIIIIII / \ .MIIIIIIIIIII / .IIIIIIIIIIIIII go AR . C/O \ e Op ��il, IIIIIIIIIIIIH i� R9p011 w'ti0:154 1 cy'-14lq,`, I 1 — 1 0 R Y qR'�,F I EXIST. SO- I 4"3034 SEWER LINE. PRIMARY '/ / / CONFIRM ELEVATIONS AND \ WELL -- ` / I (1440 SOFT) �" PROPER FALL PRIOR TO \\\ ��7- //� �\\ SETTING TANK ELEVATION \ / \ \ / / \ N. /\\ / i—�T—\ \\ MAINTAIN 1O'+ ��/,_— —�/ — \\ SEPARATION BETWEEN — \\ A P�?ROV E D I / WATERLINES AND SEPTIC / / \ M�Y 22 2023 COMPONENTS AND LINES. I I o I I EXIST. j MASON COUN�Y ENVIRONMENTAL HEALTH KEEP DRAINFIELD AREAS \ WELL �/ / RET 100FT+ FROM ALL WELLS \\ \\\ ./ / 11`� \ ---5 / 1 11bte \ / :L� N. / • '.` \. S-------/ 114... ROBED 3sArsse '.` N EXPIRES AN EXPIRES INSTALL SIGNOFF FEE WILL BE CHARGED AT TIME OF INSTALLATION PIONEER DIGGING, INC. CUSTOMER: JARED cu uis TEST HOLE I: TEST HOLE 2: TEST HOLE 3: PARCEL# 121os a 9oo>z } CP 0-22O02 L2OAM SI 2 2 COM SEPTIC DESIGNS ADDRF.SS: 80 E BUCKINGHAM LN ROOIS@22 ROOIS@22 ROOIS@22 3083 E MASON BENSON RD. GRAPEVIEW,WA 98546 FIATSCOSCL O THIS NOT SURVEY.REFERENCES INCLUDE APPIRANTTCOUNTY PROVIDED DESIGNER ROBERT H.PAYSSE PUTS OR SURVEYS.FIELD MEASUREMENTS AND COUNTY GIS DESIGN INTENDED FOR SEPTIC OFFICE-36(}426-1803 FAX-360-427-2353 0' PURPOSES ONLY PROPOSED DEVELOPMENT MAY BE SUBJECT TO OTHER SHEET: SITE PLAN SCALE IB=6U DEPARTMENT/AGENCY RENEW DESIGNER NOT RESPONSIBLE FOR SETBACKS UNRELATED TO SEPTIC COMPONENTS 1 . ,/ N AN ASBUILT/INSTALL SIGNOFF FEE WILL \ BE CHARGED AT TIME OF INSTALLATION Li _A 4% SLOPE HEAPWORKS n n n n l l i � 1"TRANSPORT& i. ,i' i i/': RETURN LINES ,,/ PkII^ Y: '� 24FT Xr 6OFT / I 1Ft 116 is O l 2,°it5►FT Oc I / I �+ LA1�ER,11 0 / o / 124OFT 1 / 95( 'NI ' 111 / ICI I Ai , APPROVED I I MAY 22 2023 I MASON OUNTY ENVIRONMENTAL HEALTH I RET v. ye r 0 1 •�•-. ROBE(iT N 4y.. I EXPIRES r.. CUSTOMER: JARED CURTLS TEST HJLE I: TEST HOLE'2: TEST H`LF 3: PIONEER DIGGING, INC. PARCEL 121os II 90012 okm `> >>' SEPTIC DESIGNS ADDRESS: 80 E BUCKINGHAM LN ROOIS c 22 Roars @ 22 ROOrs @ 22 31183 E.MASON BENSON R.D. GRAPEVIEW,WA 98546 ATSORDISCLAIMER:TES IS NOT A SURVEY.SUREFERENCESNTS INCLUDE:MISGNI TENDEDY PROVIDEDPI DESIGNER: ROBER.T H.PAYSSE IATS OR SURVEYS NOT A E REN COUNTY ICLOSE DESIGN INTENDED FOR OFFICE-360-426-1803 FAX•360-427-2353 PURPOSES ONLY PROPOSED D VELOPSENT MAY BE SUBJECT TO OTHER SHEET: DF DETAIL SCALE r=10' DEPARTMENT/AGENCY REVIEW DESIGNER NOT RESPONSIBLE FOR SETBACKS UNRELATED TO PRIPLINE —\ 6"-8" INSTALL DEPTH 0 0 FLEX TUBING ,r \--: DRIPLINE 0 0 \--- 1 SCH. 40 6" ICV BOX TO AIR/VAC FIN. GRADE RELIEF VALVE 45 H D Fowler Company Continuous Flush Headwork Quality Performance, Long-Life and Reliable Onsite Effluent Control Applications: Ir.. • Cmdte wastewater dnp dispersal systems • • Reuse a�ppllcaborn nduding rlTuruclpalty ���`/treated of uent desgnated for ungation and ✓_r_ other disinfected and Wort-dlstnfected water •I" �!I`/ /'!I i�.e �7llsources < • •�/1' ti�.'/ !�':�//' • Ina treatment system such as an Y''/��'i.l��' a�.'/�!�.! ; Irnermtrent sane Rlter«mound systemti�./_ .l P !i•i.//. . Rainwater harvesting systems •�/ei j l��.w 1�:./.11. Greywatersystems #!�•. /e. . .!� tom..°Z ' y'Al0. ..!/�• •.��i h'herever eflecwe rertYovd of debns ae. ., g. ,•i./e' ..., required�•i./r' •tfS•i� •�./�.I�t/. • requir d Irtatalea downstream of treatment/1 •' �• !�•�• / N�./�� ' process when used wM onsite efuent• Can be used with dOnYESbt strength peptic tank effluent wi h proper design andThe PUHENADWORKSa Co.,,.. Operation Standard in a 24'Riser ,� ` APPROVED MAY 2 2 2023TM by ' TAFIM '° ��` MASON COUNTY ENVi NE�'a...4 • • RON.MENTAL HEALTH�'' ''�= GROW MORE WITH LESS r;�: 51c03;T RET I'{ . Roe€RT M psYSSE • ,/, ix'k I'a Cl ; %. EXPIRES AN ASBUILTI INSTALL SIGNOFF FEE WILL BE CHARGED AT TIME OF INSTALLATION PIONEER DIGGING, INC. LI CARCELn# 121081 0012ER: JARED URTls SEPTIC DESIGNS ADDRESS: 80 E BUCKINGHAM LN DISCLAIMER:TIAS IS NOT A SURVEY.REFERENCES INCLUDE RESIGN INTENDED TENDS APPLICANT/COUNTY PROVIDED 3083 E MASON BENSON RD. CRAPEV IEW,WA 9854( DESIGNER: ROBERT H.PAYSSE DIATS OR SURVEYS.FIELD EAENTS AND COUNTY GIS DESIGN NT/CO NT FOR SEPTIC PURPOSES ONLY. PROPOSED DEVELOPMENT MAY BE SUBJECT TO OTHER OFFICE-360-426-1803 FAX-360427-2353 SHEET: DF DETAIL(2) SCALE NA DEPARTMENT/AGENCY REVIEW DESIGNER NOT RESPONSIBLE FOR SETBACKS UNRELATED TO SEPTIC COMPONENTS +pp O renco reec►udcar Data Sheet PRO Series i0 Ha.0.9-1.5 hp 1.. PF-Series Submersible Effluent Pumps: to- co - 11 P.�.ah�ase,60-Hz,4-inch (100-mm) I` - ♦ ' 1 ' e.elApploolls eD.a9r.t•111.r PA.a, bpdrOft 're..f.rn.e Fallopeapedleations `- 300 �., _ - _ 1 Pq.•.ht..owl M WNW Um.. •e...a.♦r....,.y.tr•e..gMoe.s..n sttas•eon e..Pam OAP nsh.rb.esd. oft*.MIMS r 1 `� ••,'•� ..--J.�-� i .•V.0. .vr11.. .....aara0-. •laia.O.... .. ..Lrmbb saw _ iPF2010i wr+-na.esra.�a.amrtw••.. of.ard..r.rr Q — • , OSa WM adr.IlS se I:weftew..sa wN ,tgtltlr.r..e..aw•.esmm...hwap 2'. --1-•-►-r---• •'•.•R .iw9IM-...s ors a.1�.16]e.w laPOt.] \� � ••�•... R s....rsa.e..•.a sPar•..re.a• to19 t.4 root na.ela.Oa.rwW.75.02 • .••.raeea•.rOR wawa..• .1a. .•. aa.ru.nnaat t , 1116LIN Pan lotaw pare.....11......w.•.. •furs Vass So.5/...as fete cola a a+ la 200 sicov. .V•..•r.ernata....eru.t.. erwame„coosW ......s... •ipSOPI�YnYvaaY InM.r11512 art r.Ia4_-- $pO..70pvt♦4Slandie �50 1PF2005J - • • +Wr.�i.9.tr.rrr.r•..aaf.. ...a .00 r.s..s e.w WOa..�C! • \ �• fgrlol Code qm/ilm 11 t t i h 1 f . .-.. go 0 5 10 15 20 25 30 35 40 •— -»: ••'• ' Flow in gallons per minute(gpm) a. :•u System Data Input Calculation Outputs Galore Per Da Total System Information Appication Area Required(square feet 1440 Soil Loading Rate(Galore!Sq.FL/Per Day IGPD1311111111111111111111111 Total Amount of B nine*Required(leet( 960 Total Matter of Emitters in the Ddpteld 980 Select Emitter Flow Rate(GPFt)1 Zone Information Select Emitter Spacing(inches Number of Zones' 1 Amount of Bioine°Per Zone(feet) 960 Flush (baill Number of Emitters Per Zone B60 Minimum Number of Laterals Per Zone• 2 • Maximum hkmtber of Laterals Per Zone' 4 Estimated Pump Flow Rating(GM Number of Laterals That lMl be Used` 4 Maximum Lengthof BroiPressure ne°Laterals Based on het • 2 69 Wet Pressure(01111111111111111111111111111 Flow Rate Per Zone(GPM) 6.7 Holding Capacity Of Dnpperbne Per Zone(Gallons) 12.8 het Pressure(Feet of Heedj' 00.1 Additional Flow Requirement to Accommcdate Flushing Vetoer 6.4 ' RowSpang Between Ddpbnea(feat) s Holding Capacity of Piping a Holding Capacity(Cations)of Supply Line 6 Soppy&Flush Manfolds 4.5 Number of Zola Holding Capacity(cations per Zone)of Bonne' 12.8 • Holding Capacity(Gallons)of Supply Line.klxnfolds and Dnpperine 17.3 Hours Per Day to Use for Desing� ��ae..� Head Loss Data-Dosing&Flushing Cycle Elevation Change horn Pump to Dose Tank Outlet(fee4�.e Fiction Loss per 100'(pail o Supply Line&Manifolds' 4.0 Velocity(for 4.9 Elevation Change Rom Dose Tank to Drip Field Fnc5on Loss in Supply Line&Supply Manifolds(psi) 4.0 Friction Loss in Supply Lme&Soppy Marsblds(Feet of Head) 92 Length of Supply Line&Supply 8 Flush Manifolds(feetIIIIMIIIIIIIIIIIII Additional Pressure Required for Roam Manifold and Piping to Tank(pal) Additional Pressure Required for Retie Manifold end Piping to Tank(Feet of Head) 23.1 TOH(Total Dynamic Head)in Feet of Head 118.1 Type of Pipe-Supply Line&Maofolds� Control Settings Information . Total System Ruome Pet Day(Mirutesr 71 Size of Supply&Manifold Pipe Goa/a��IIIiI Total Runtime Per Zone Per Day(Min tes) 71 Total System Dosing Events Per Day. 24 Pipe Roughness Corstent 160 Runtime For Each Dose(Minutes). 3 Off limo Between Doses in the Same Zone(Hours to nearest 0.1) 1D Inside Diameter of Pipe(1nc heaj 1.049 Miscellaneous Information Number of Daily Dosing Everts Per Zone Dosing Volume Per Emitter Per Dose(galons 0.02 Inches Per Week of Dosing 3.74 Vo lume of a Single Dose(gallons) 202 Pump Selection PP ROVED o Pump Flow Rating(GPM 13.1 Save to File TDH(Total Dynamic Head in Feet of Heed 118.1 L Pump Manufacturer Pump Mode MAY 2 2 2023 MASON COUNTY ENV1ROhiMENTAI HEALTH r11, RET PIONEER DIGGING, INC CUSTOMER: °i#2IO8 a too �: $:0317 Y '' � • $5 ROBERT H PASSE •` SEPTIC DESIGNS ADDRESS: 80 E BUCKINGHAM LN 1 - '.1 3083 E.MASON BENSON RD. GRAPEVIEW,WA 98596 DESIGNER: ROBERT H.PAYSSE EXPIRES OFFICE-360 42&I803 FAX-360-427 2353 SHEET: CALLS SCALE NA • OVAL PORT AERATCF. ID VENT OPTIONAL IN GROVND BLOWER LOCATiON 4'CLEANOUT "'� • LASER W/ FRpM iOVN. - l 24'CAST IN ^WATERTIGHT LID A ND SCREWS \� r/ 1'PVC(TYP) \ O _ , . SANITARY TEE '- —.r • a •, 1'COLINc. fT7:3 1 / \ �• IN kREDVCEF.� im INLET ( J J ., 1'PYC SLUDGE • P•1 NIATERTICI• • LIT!N. 7 '1 RERAN LINE -- ' `J • 'AFFLE F OPER B. • • 2'DVC� DIGESTERCHAMBER �- OPERATING 474cAL -- • FLOOD CAPACITY:518 GALLONS y TRASH CHAMBER TANKS MUST BE FLOOD OPERATING CAPACITY 5CKA�om ON STATE DOH APPROVED LIST NUWATER BNR 500 `. • OF SEWAGE • TANKS • 0 0 • DI?iVSER BARS(21 ��- • • '- • • PARALLEL TO TANK WALL PVMP TANKS OVER • o SLVDGEREiVRN USE 1000 GAL. REQUIRES -. USE RUBBERRUS FOR TWO ACCESS RISERS •I •• ;'~'• TRANSPORT LINE TO GRADE ,.• . - - . - - - • AND ELELI RICAL ON RISERS. MAKE PUMP TANKS HOLES ALL LOCATED AT HIGHER ARE SVRE FWALL HOLES ELEVATION THAN NUWATER CONTROL PANEL DRAINFIELD MUST 24"RIBBED RISERS HAVE ANTI-SIPHON o W/WATER TIGHT LIDS DEVICE INSTALLED. • a FINISHED GRADE ELECTRICAL WORK DONE - BYLICENSEDELECTRICIAN TRANSPORT LINT /C ELLCIRIC4L<ONDL,I- _ Tp -Y I-- 7 INLET ik 11! UNION & BALL VALVE •:.,:. CHECK VALVE WATER-TIGHT WO GALLON WATERTIGHT JOINTS • CONCRt/t PUMP TANK • AP v (32.5 GAL./IN.) P • C �HIGH WATER FLOAT - FLO-INDUCER MAY J 2023 d MASON COUNTY Eh' �` y USE TANKS FITTED HEALTH ON/OFF FLOAT —� �+ — W/CAST I N WATER +� ` R I TIGHT FITTINGS FOR PUMP: ORENCO PF INLET/OVTLESAND +SDP Nw.4 `• CAST IN RISER ' �t' • , , • •• . „ - - •- ,•'' •�. . .. . .y:. • - .. • .. ADAPTERS TO B •.s' ROeEQTCn 1MYeee ' / ENSURE WATER 2.3 TIGHTNESS EXPIRES T CUSTOMER: JARED CURTIS SCALE:NA PIONEER DIGGING, 11 rC• PARCEL# 12108 II 90012 INSTALL TANKS ON ORIGINAL OR SEPTIC DESIGNS ADDRESS: 80 E BUCKINGHAM LN COMPACTED LEVEL SOILS. RUN CROSS CONNECTIONS INTO ORIGINAL SOILS TCTh 3083E MASON BENSON RD. GRAPEVIEW,WA 98546 DESIGNER: ROBERT H.PAYSSE AVOID SETTLING. OFFICE-360-426-I803 FAX•360-427-2353 DESIGN PAGE TANKS DETAIL ' 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. 0 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. 0: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 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.Ail 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 operation and maintenance information, refer to Mason County Public Health Homeowner's Manual,which should rFseed t�ryretiion approval. 14. System owner should be cautious of landscaping around septic components. RA tru io U �� �`,,JJ can cause premature failure of the drainfield area. In addition, bushes and trees should be Ktg 2 2 2023 away from lids and other septic maintenance points. MASON COUNTY ENYIRONTAL HEALTH 'v 15. Changes made at time of installation may impact designer calculations, pump sizing,and RET `1 compliance w/county and state requirements. Contact designer prior to install w/any ,c, `�'�proposed variations from design. Changes may result in additional fees and permitting. (313/4; PIONEER. DICING INC. CUSTOMER: JARED CURTIS ' • P O' SitO3t7 PARCEL# 121081190012 0--. Rceur M iiAysse SEPTIC DESIGNS ADDRESS: 80 E BUCKINGHAM LN ,C...04 I ►. -10 iiw .r.rf v.v.z, 3083 E MASON BENSON RD. GRAPEVIEW,WA 98546 DESIGNER: ROBERT H.PAYSSE EXF,RES OFFICE-360426-1803 FAX-360-427-2353 SHEET: NOTES SCALE NA