Loading...
HomeMy WebLinkAboutSWG2023-00329 - SWG Application / Design - 8/7/2023 584 �` MASON COUNTY 415N 6THELTON: ,SHELT967 ,EXT 400 SHELTON: ,SHEL-9670,EXT 400 BELFAIR:360-275-4467,EXT 400 " :e Public Health & Human Services ELMA:360-482-5269,EXT 400 FAX'.360-427-7787 On-Site Sewage System Permit: SWG2023-00329 APPLICANT Kimberley Brown Phone: Address: PO Box BELFAIR, WA 98528 SEPTIC DESIGNER Bob Paysse -Pioneer Digging Inc Phone: 360-426-1803 Address: 3083 E Mason Benson Road GRAPEVIEW, WA 98546 Site Address: 7366 NE North Shore Rd Primary Parcel Number: 222171190161 Permit Description: New SFR-3BR Pressure Permit Submitted Date: 08/07/2023 Permit Issued Date: 11/06/2023 Issued By: Jeff Wilmoth Current Permit Fees Paid: $525.00 (additional fees may be required upon installation at system). Permit Expiration Date: 08/30/2026 (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. (Set-(IA.USE ONLY DATE MECEIVED MASON COUNTY 8 (.1- 2 O 2 c y in-! - COMMUNITY SERVICES VLD R LCWWBYP� CO CO �"^ wbl Hxn ICmmw Hr.Ncmironmental Health) U) y Pete,, SING ;0)-3 - 0 03 zcl (no o N ON-SITE SEWAGE SYSTEM APPLICATION 3 APPLICANT .PHONE m m KIMBERLEY BROWN Z MAILING ADDRESS-STREET CTY STATE,ZIP CODE -jc PO BOX 2602 BELFAIR WA 98528 m SITE ADDRESS.STREET,CITY ZIP CODE A 7366 NE NORTH SHORE ROAD BELFAIR WA 98528 I N NAME OF DESIGNER PHONE IN ROBERT H. PAYSSE 360-426-1803 NAME OF INSTALLER _.. � HONE O I N TBD - < I PERMIT TYPE(mktivre) iIj DRINKINt WATER SOURCE N 0RFSIDEMIAIoss II COMMUNITYOSs ei1mnER At099--rMIVATEINDIVIDUALWEIII ❑ PRIVATETWO-PARTY WELL Z Z v TYPE OF WORK(se [mne) ❑ PUBLIC WATER SYSTEM _ kit NEW CONSTRUCTION'UPGRADES h REPAIR/REPLACEMENT OTHER DETAILS(select( ctaJWtapp ) 0TABLE IX REPAIR I —A SUBMITTALS 0 SURFACING SEWAGE 0 EXISTING FAI_URE ❑SHORELINE 03 I`r{ I � DESIGN FORM REQUIRED) dI SEPTIC DESIGN(REQUIRED) BEDROOMS LOT 52E h WANER(Si DF APPLICABLE) 3 1.19 I x I co D.RECTIONS TO SITE AND SITE CONDITIONS (ee Kicked gate) FROM BELFAIR OUT NORTH SHORE ROAD TO APPROX. ADDRESS 7381 AND TURN I o RIGHT ONTO DIRT ACCESS ROAD. STAY LEFT AND CONTINUE ON ACCESS RD UP r I TO SITE, SEE SITE PLAN. -I I01 SITE MUST SE FLAGGED FROM MA iN ROAD AND TEST POLES MUST BE FLAGGED WITH TESTHaE NUMBERS. I -a - --- -- - --- OF MC!AL USE ONLY BELOW!HIS LINE— - ,RADE/FAILURESOURCE(foe reportin purposes) ❑VOLUNTARY ❑MAINTENANCEPUMPING 0 BUILDING PERMIT ❑HOME SALE I:COMPWNT DOTHER. NSPECTOR SO G9 OMMFNTS TONDTORLS up51 r- 6-15 6�ek t il� c 75730 SOIL CODES'. RECORD DRAWING AND INSTALLATION REPORT L-VER Y C-GRAVELLY S+SAND L-LOAM 5,=SILT C=CLAY E=EXTREMELY H-ROOTS REQUIRED FOR FINAL APPROVAL P . o SIGNATURE DA-E APPLICATION EXPIRATION DATE oNAPPRwEDIISSUED BY DATE 5ett TH F TBE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBBITE REVISED I:nr20t5 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2 2 2 1 7 — 1 1 — 9 0 1 6 1 A design will be reviewed when 3 copies of each of the following are suhmitted: Completed design form that has been signed and dated. " Scaled layout sketch, including all applicable items on checklist 0 Scaled plot plan,including all applicable items on checklist. s 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 sire: I"X IT' �q � PARCEL IDENTIFICATION Permit Number: SWG . 3 -' O Designer's Name: ROBERT H. PAYSSE , Applicant's Name: KIMBERLEV BROWN Designer's Phone Number: 360-426-1803 Mailing Address: PO BOX 2602 Designer's Address: 3083 E MASON BENSON RD BELFAIR WA 98528 GRAPEVIEW WA 98546 City State Zip City State Zip DESIGN PARAMETERS Treatment Device ❑Glendon Riofilter 0 Sand Filter 0 Mound 0 Sand lined Drainfield 0 Recirculating Filter.Type: 0 Aerobic Unit Make/Model 0 Disinfection Una Make/Model Other: Drainfield Type 0 Gravity Of Pressure OfFrench 0 Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Fiphcdule/Class SCH. 40 Daily Flow:Operating Capacity 270 gpd I!tigth 40+50+60 ft Daily Flow: Design Flow 360 gpd Diaaetef 1.25 in Septic Tank Capacity(working) 1200 (+1200) gal lumber 0... 3 Receiving Soil Type(1-6) 3 Spation • 10 ft Receiving Soil Appl. Rate 0.8 gpd/ft2 Orifices Required Primary Area 450 ft2 Total Number of Orifices 38 Designed Primary Area 450 112 Diameter 3/16 in Designed Reserve Area 450 ft2 Spacing 48 in Trench/Bed Width 3 ft Manifold 'French/Bed Length 150 ft Schedule/Class SCH. 40 Elevation Measurements Length 20 ft Original Drainfield Area Slope 17 % Diameter 1.25 in New Slope, [(Altered 17 % Preferred manifold configuration used? fit(Yes 0 No Depth of Excavation up-slope 12 in Transport Pipe from Original Grade , s•Iopi. 6 in Schedule/Class SCH.40 Designed Vertical Separation 24+ in Length <50 ft Gravelless Chambers Required? 0 Yes g No Opt����{{77[][ia an ter E 2 in Pump Required? qEli Yes 0 No o V w g and Pump Chamber Pump/Siphon Specifications k1�,Nµn be�Rc oses g'' 6 Dill in Elevation Between Pump& Uppermost Out 0 M1` D se quart i y 60 gal Drainfield Squirt Height/Selected Residual(head) 11 5UV2Fi7T'jJ /tat ntra try4obd) 2250 gal aMi Uppermost Orifice g Higher 0 Lower than Pump Shutoff Eintrols: Please check those required. Capacity Id Total Pressure Head 22 gpm tfimer l$Elapse Meter gr Event Counter Calculated Total Pressure Head _ 10 ft If Timer: Pump on 1.5 MIN ,Pump off 4 HRS Comments INSTALL LATERALS LEVEL W/CONTOURS & MAINTAIN 6" DEPTH ON DOWNHILL SIDE. DESIGN FORM-PAGE TWO Assessor's Parcel Number: 2 2 2 1 7 -- 1 1 — 9 0 1 6 1 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch 0 Test hole locations lig Drainfield orientation and layout Reference depth from original grade: O Soil logs fi'?J Trench/bed dimensions and 0 Septic tank O Property lines critical distances within layout 12l Drainfield cover O Existing and proposed wells +❑ D-Box/Valve box locations Reference depth from original grade within 100 ft of property 0 Septic tank/pump chamber and restrictive strata: O Measurements to cuts, banks, and locations 0 laterals,trench/bed,top and surface water and critical areas 10 Observation port location bottom I0 Location and orientation of 0 Clean-out location ❑ Curtain drain collector curtain drain and all absorption ET Manifold placement 0 Sand augmentation components fd Orifice placement Other cross-section detail: O Location and dimension of Observation ports/clean-outs RT Lateral placement with distance primary system and reserve area to edge of bed Other Information 121 Buildings 0 Audible/visual alarm referenced Yes No 66 Direction of slope indicator RI Scale of drawm2 sllgwnepi Je g d 0 Design staked out 0 Waterlines ban ❑ 0 Recorded Notices attached 0 Roads, easements, driveways, 0 0 Waiver(s)attached parking ih/i 0 0 Pump curve attached O North arrow and scale drawing 0 0 Evaluation of failure shown on scale bar _ _'fipL HEALTH Non-residential justification J BW 0 51 Waste strength 0 RI Flow DESIGN APPROVAL The undersigned designer must notif d b installer at time of installation 0 Yes 0 No 1 h (tokit . ignat re of Designer ate The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to he in compliance with state and local o tt re ulations: 1 ll- CT—2-) Env ron n I Hea t Specialist Date CAUTION: DESIGN APPR AL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Ap roved by Mason County Public Health. ^� II TheOnsite Sewage Permit has not expired,the Permit Expiration Date is:C n . "it -<C I. 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 F- 41' ± H x / FUTURE_ FUTURE WELL SITE UTAINTAIN REQUIRED SETBACKS II BUILDING / TO OSS COMPONENTS) LOCATION _ I I I Ps I / o_ m I \ / I i / / ADDITIONAL z / SEPTIC TANK FOR FUTURE - - ....; HOME I s I. p '" 100' sE I z ;s APPROXIMATE Np STREAM . (PER IRCTOS ENAICLNMISN IA .A3\'1 aLLh MFA3W.Ep5EIV IS) I I \\\ • kV PROPOSED 3 BEDROOM • I r DRAIN FIELD W/ RESERVE • I t�E1��_,k� I SEPTIC TANK PPROVE' ,. PUMP TANK ,c-x• • LOCATION I - - \, T°^ 23 .,l` I \ ,IBW �g AV AN RLTI INSTALL SIGNOFF FEE WILL CHARGED AT TIME OF INSTALLATION PIONEER DIGGING, INC. "` Osu li: K MBERLEY BROWN ,[ALL f. TUFT - f d I103RFI0SO RAI! IS 50 SI IILIC_ DESIGNS MDDRI<s 7366 NORTH SHORED 3003 F M‘NLh.BUN'.-"N RD_ CRAI'EP ILN,6H985133 DI>ICNU R: ROBERT EL PAYSSE AFA F 3604261103 na 300 42'23 5 3 RIM_I: SFIE PLAN SCALE I"=50' FP_ NP_^M' .".IL SaCK,...LA4s AN ASBUILTI INSTALL SIGNOFF FEE WILL r BE CHARGED AT TIME OF INSTALLATION • 0 OR PORT 100' FROM 7 --- ,, & C/O STREAM ilia . : . i //). /00/ /7 \ ---\\ • IIIIIIIIIIIIIIIIIIIL ALVE ! / BOX t / 4, 04111. s. PPR : E oBPORT VALVE BOX 'A:" & C/O ryr NUv U b 2023 FII'Jil . rSN GRADE rilliirm 0 FILTER i 1 i 4 ORIG. GRADE FABRIC BALL pG� 1 VALVES r '; ell,0z, N !4141 ma x 01 4.se- / THREADED CAP c ` -e' 1, 1 \ � T WASHED 1' ORIFICES © ROCK 12:00 W/ SHIELDS "rtzitigas REST. LAYER 90" I.WEEP S• 1. t 6 3 GLUED TEE PIONEER DIGGING, INC , Ll<I OMI R: KIMBERLEY BROWN FI=I FBI l TrsT5lILl 11:1 f 2. EABUL 4o79wl-9B1a1 a,r,h cv iroai- io x SEI'11C DESIGNS \DM I -I): -rLI SHORE F4—3083 A1 A RIANr l(f)- C.RnrrA II a.%A a 98,40 DI-KL;A CI'. ROBERT H PAYSSE ,rFICF 3bLI12h-1NO3 F\V S6042-2353 >IIFEI: DF DETAIL SCALE I•=10' ES DSCD s ..a. T.a.� , 24 RI3REP RISERS bV/30 TO.N IAATER IIGI II I P5 CI EANOI/T !SE RISER LIP t PA PI Efts VAT IH NO GASKET LIPS • • FINISHF GRAPE • • __ WATER T • -_ JOINTS INLETOr-Lin—Wr -. e —s./s 'f./13fY r./d 1 l'.. ;TrII A OL'TLFT TWO WAY TEE �' F1 C WATER-TIGHT • 6"OSI JOINTS w EFFLUENT' CX2) SEE SITE PLAN — n FRIER TANKS MUST BE ON STATE POH 1 1200 CALLONWA7ER77CHT +? APPROVED LIST if CONCRE7ESE/277C TANK OF SEWAGE 3' TANKS •"• �':. ��I""II� P',IM7 TANKS - q ` OVER1000GA '�- k REO6,RES"RAO b s q�.i®are. •T `� ""'. ACCESS RISERS .••S. rt• . .v.....?:.... Yf , L:f r � �t �Y�. • TO OR R 0 V di PUMP IANK5 AQ1,AbNORK3 >3,5 3zz.v'. LOLarePAlwcHER \ fl NUV2023 i ELE.ATION Tl1A.A' covROLEANEL 0 b v r. EP E/EPT 'Cr' • . Y PRAT A'FI ELI)MUST sli. aE. • kk'ID6�rCN �L RIBBED - LJA\EANTI-S:PHO.A' — T.iW ATER Act4T LIDS PE✓I( E LA'STALLED. W r_1 • � • FINISHED GRADE 3 1 1 • a . - • \IQTRANSPORT LINE INLET \'‘)- UNION' m 3ALL VAI VF 1500 CALLONWATER77CHT CONCRETEVUMP TANK .. (2H.5 GAL / IN.) WATER-TIGHT JOINTS PRESSURE TRANSDUCER (OR FLOATS) CHECK VALVE USE TANKS FITTt TIGHT FT WA • TIGHT FITTITI NGS USE RVRRER INLET/OUI'LESAPIMP RUCKET � GROMEIS FOR C ET HEIGHT MUST BF TRANSPORT LINE AST IN RISER APAPTERSTOHEI HTOF PUMP AND ELECTRIL. ENSURE WATE I — 1 ON RISERS. ,MAKE TIGHTNESS '' 4 SURE A-LHOLES ARE VAATER-IGHT ��p /�/��7 CUSTOMER. KIMBERLEY BROWN `GSLF:NA PIONr.LA' DIL[l.illVGING PART LL_27717-I19016I INS!AI TANKS ONORIGLNAI.OR SLIPIIC. DESIGNS vDDRIS:7366NORTH SHORE RID COMPA TLPLEVELSOILS. RUN CROSS 3o$3 E-a&.0A BE\sN RD. CR&PRIFA\ K,,985K, DIJGNII&: ROBERT FLPAYSSE CONNECTIONS INTO ORIGINAL SOILS TO JI I ICE RITsT.TE-Ixo3 FA\ 360-127-2353 SHEEI: TANKS SCdL1: NA AVOID SETTLING. • LittieGIANT. 0. WS EFRUBIT SEUIES-inHRlpH¢I HP f AFRXRDIS m..a,�..., .,«,tee, `-sue ErIlanl ROM. - r � - .E �.. .. •▪nwwlnanww ' E.-ins •Nmtal nt.fraxs ma ziernesnew,.il».a.,at., - • •H.*l L •m>..Is�wa•aw4 gym ' »n.u, . •au»w.a Wall, >BE11 N016 Flow/Caputly in bids Per Minute 0 100 200 300 400 500 600 100 100e_ne_m_masunnL_. us er=ria moons Ea ma am 901.25 LP �� v '`ea._ y. rra ®ri u� a . o. iiuuu ..........,...,...�................�. E so- 30 CI=MBOMMIMMEMCM aim 3pFP 0 '0 tmr—aescw0irn. _en J_t•®®. 0 ]0 40 60 W TOO 40 ldp 160 IPO Hover Cep-mile.n US Gallons Per Minute LATERAL LATERAL FEEDER TOTAL ORIFICE ORIFICE ORIFICE DIST.TO TOTAL TOTAL LATERAL# LENGTH PIPE SIZE LENGTH LENGTH DISCHARGE SPACING 1ST ORIFICE HEAD (feet) (inches) (feet) (feet) SIZE(inch) RATE(gpm) (feet) (inches) ORIFICES (feet) 1 40 1.25 3 43 3/16" 0.59 4 24 10 024 2 50 1.25 10 60 3/16" 0.59 4 12 13 0.54 3 60 1.25 20 80 3/16" 0.59 4 24 15 0.93 DRAIN FIELD HEAD(feet) 1.70 TRANSPORT UNE HEAD(feet) 0.45 ELEVATION CHANGE(feet) 0 RESIDUAL/SQUIRT(feet) 2 EXTRA LOSS/FITTINGS(feet) 5 TOTAL DYNAMIC HEAD(feet) 9.16 TOTAL GALLONS PER MINUTE 2242 PpRQV PIONEER DIGGING, NC ;;i ;;'FE�EYBR°"" Nov SEPTIC DESIGNS iDDRL% 7366 NORTH SHORE RD 0 h 2023 3083 F 9u O\RFN:.A RD. (le NPIY Erne..ICn 98540 DESIGNER: ROBERT FL PAYSSE C FICF RIO 126 IN03 FAA 3o0-12P2353 '4111 I`: CALLS SC AI F. NA JEW, _ • 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. Dra infield 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. The syst °viper operator is responsible for the continuous operation and maintenance of the system per WAC 246-272A. For raM to ance information, refer to Mason County Public Health Homeowner's Manual,which should be recei er ins all r a v • y 14.System owner should be cautious of landscaping around septic components. Root intrusion 'NOV 0 F' can cause premature failure of the drainfield area. In addition, bushes and trees should be kept .-rq 2023 away from lids and other septic maintenance points. uys • sIftf 15. Changes made at time of installation may impact designer calculations, pump sizing,and rf` compliance w/county and state requirements. Contact designer prior to install w/any proposed variations from design. Changes may result in additional fees and permitting. PIONEER DIGGING, INC. `-`1' OW uc: KIMBFALEY BROWN I 0,ARA LL 27217-1190161 SI.II IC DCSIGNS AI)oRl 7366 NORTH SHORE RD r -421!<4_y.CLCFZ<G LOtl t L Attics 6LTSJN RD. CR VI VI 4 It tt.wA 02510 I)I SR;NI R: ROBERT H.PAYSSE c"^' JmLL >00120 1803 I'i too 4272S5i SIRE NOTES SCALE NA