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HomeMy WebLinkAboutSWG2025-00053 - SWG Application / Design - 3/7/2025 MASON COUNTY 415N6THELTON , 0427-97 ,EXT Q SH STREET, SHEL ON, EXT584 BELFAIR:360-275-0 67,EXT 400 Public Health & Human Services ELMA:360482-5269,EXT 400 FAX 360427-7787 OnSite Sewage System Permit: SWG2025-00053 APPLICANT WHITING DWIGHT S&MARY C Phone: 1.206.755.8357 Address: 71 NE SUNDSTROM RD BELFAIR, WA 98528 OWNER WHITING DWIGHT S& MARY C Phone: 1.206.755.8357 Address: 71 NE SUNDSTROM RD BELFAIR, WA 98528 SEPTIC DESIGNER Alex Paysee' Phone: 360-426-1803 Address: 3083 E Mason Benson Rd GRAPEVIEW, WA 98546 Site Address: 71 NE Sundstrom Rd Primary Parcel Number: 222025100002 Permit Description: Replacement/Expansion: 4bedroom pressure system w/Class A waiver Permit Submitted Date: 02/19/2025 Permit Issued Date: 03/17/2025 Issued By: David Anderson Current Permit Fees Paid: $555.00 (.dde.nmrem..y a req.inA.00n m.ral oon&sinan). Permit Expiration Date: 02/2112028 (based on dare of nspecuon) 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 specked on design form. 4 Installer is responsible for obtaining Mason County installation approval prior to backlifi/l of system components. 5 Installer is responsible for obtaining Septic Designer7Engineer 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/environmentallonsite/oss-inspection4equest.php or call: 360-427-9670, extension 400. OFFICIAL USE ONLY - DATEBFLURFO. ® MASON COUNTY COMMUNITY SERVICES "KND: �LN°° 0 m m FriMIItMwIM(�Eommun8y�MJErvv n:al rvezl,Nl 555 ° 4(Al SWG Z y ON-SITE SEWAGE SYSTEM APPLICATION D A m 0 APFLIG9M PHONE r DWIGHT & MARY WHITING 206-755-8357 z MAILINGADDRESS STREET,GTYSTATE,ZIPLOLE 9 71 NE SUNDSTROM RD BELFAIR WA 98528 z SITE ADDRESS-STREET,CIE Y DP CCOE SAME AS MAILING ro NAME OF DESIGNA PHONE I N ALEX L. PAYSSE 360-426-1803/ 360-507-1546 KNSOIINSTALESR .1._ PHONE O I IV TBD m I c PERMITTYPE(awW.l pp DRINNING.RRSORtCE O ff RESIDENTIALOSS FLCOMMUNITYOSS 15COMMERCIAL OES ®PRIVATE INDIVIDUAL WELL PRIVATE TWO-PARTY WELL = IN TYPE OF WORN I+ANMa») 01 PUBLIC WATER SYSTEM KNEWCONSTRUCTION/UPGRADES REPAIR/REPLACEMENT OTHEROETAILSPY MMKMPW E]TABLE IX REPAIR�y I (71 SURNmuS O SURFACING SEWAGE D EXISTING FAILURE p SHORELINE W C NDESIGN FORM(REQUIRED) fiSEPTIC DESIGN(REQUIRED) BEDROOMS LOT 52E p I � VVIAIVER(S)(IFAPPUCABLE) 4 1.87 AC x O DIRECFIONSTO SREANDSITE CONOTIONS.IE1'.Mc^M Wre) FROM BELFAIR HEAD OUT NORTH SHORE RD TO LEFT ON SUNDSTROM RD. SITE la ADDRESS 71 POSTED AT GATE. TEST HOLES VISIBLE FROM RD. o I o SEE ALSO 151_& 24-01402 I o BRE MUST BE i4CCEU iFg1Y11NRWDANO TE8T X0(FBYI/BiYRIIpRIO NTINIESTMdFNLYB8R8. I N OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURESOURCEIMr�MWI s) OVOLUNTARY OMAINTENANCE/PUMPING O BUILDING PERMIT [3HOMESALE OCOMPIAINT DOTHER: ` 8 IRVECTOR saSLocs covuDns/coxomorvs 10:0-113 Do * Y3" w/ aut nrp- YID Ih� - pasi 0a W3`Lti'f nwt4�P 'y. f� KzM ai , REWRD dUYANGPND INSTALLATION REPMT V V=VERY G=CViAVELLV S•SAND L=LOAM SI=6RT L•CUY E=E%TNEMELY R=flCOTS REQUIRED FOR FlNµMPROVAL. IrvSP iOR SIGNATURE GATE APPLIGTION E%PIMTON DATE AFPLILAi pFPROYENISSVEO SV WTE IIZI Z/Zl�?( NF Z02T THIS FORM MAYBE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12R=5 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2 2 2 0 2 — 5 1 — 0 0 0 0 2 A design will be reviewed when 3 entries of each of the following are submitted: •Completed design form that has been signed and dated. "Scaled layout sketch,including all applicable items on checklist •Scaled plot plan,including all applicable items on checklist. I Cross-section sketch, including all applicable items on checklist. This form may be scanned and available for public view on the Mason County Web sire.:Lfuximum rsize: 11"X17" Ek PARCEL IDENTIFICATION Permit Number: SW G Designer's Name: ALEX L.PAYSSE Applicant's Name: DWIGHT B MARY WHITING Designer's Phone Number: 360-42&1803 Mailing Address: 71 NE SUNDSTROM RD Designer's Address: 3083 E MASON BENSON RD BELFAIR WA M28 GRAPEVIEW WA 9aaa6 City State Zip City State Zip DESIGN PARAMETERS Treatment Device ❑Glendon Biofilter ❑Sand Filter ❑Mound ❑Sand Lined Dminfeld ❑Recirculating Filter,Type: ❑Aerobic Unit Make/Model ❑Disinfection Unit Make/Model Other: Drainfreld Type ❑Gravity EfPressure RrTrench ❑Bed ❑Sub Surface Drip Septic TanR/Drainfteld Specifications Laterals Number of Bedrooms 4 Schedule/Class SCH.40 Daily Flow:Operating Capacity 360 gpd Length VARIES ft Daily Flow:Design Flow 480 gpd Diameter 1.25 in Septic Tank Capacity(working) 1500 gal Number 4 Receiving Soil Type(1-6) 3 Separation 9 ft Receiving Soil Appl.Rate 0.8 gpolW Orifices Required Primary Area 600 ft Total Number of Orifices 40 Designed Primary Area 600 ft, Diameter 3/16 in Designed Reserve Area 600 ftt Spacing 60 in Trench/Bed Width 3 it Manifold Trench/Bed Length 200 ft Schedule/Class SCH.40 Elevation Measurements Length SCH.40 ft Original Dminfield Area Slope 0-1 % Diameter 1.25 in New Slope,If Altered 0-1 % Preferred manifold configuration used? l2fYes 0 No Depth of Excavation UP-slope 18 MAX in Transport Pipe from Original Grade na„e,-slope 18 MAX in Schedule/Class SCH.40 Designed Vertical Separation 24+ in Length <50 ft Gravelless Chambers Required? ❑Yes 16No ❑Optional Diameter 2 in Pump Required? 56 Yes ❑No Dosing and Pump Chamber Pump/Siphon Specifications Number ofdosestday 6 Diff.in Elevation Between Pump&Uppermost Orifice 5 ft Dose quantity 80 gal Drainfield Squirt Height/Selected Residual(head) 2 ft Chamber Capacity(flood) 1800+ gal Uppermost Orifice Id Higher O Lower than Pump Shutoff Pump controls:Please check those required.Capacity @ Total Pressure Head 23.6 Spun nlTlmer BfElapse Meter Sy Event Counter Calculated Total Pressure Head 12.2 ft If Timer: Pump on 1.5 MIN r pump off 4 HRS Comments AT INSTALL: PERFORM DRAWDOWN TEST AND ADJUST TIMER SETTINGS AS NEEDED. DESIGN INCLUDES PUMP OUTS & ABANDONING EXST. COMPONENTS. DESIGN FORM—PAGE TWO Assessor's Parcel Number.2 2 2 0 2 — 5 1 -- 0 0 0 0 2 Permit Number: SWO DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch RJ Test hole locations 19 Drainfield orientation and layout Reference depth from original grade: fid Soil logs Rf Trench/bed dimensions and Rf Septic tank 1A Property lines critical distances within layout 61 Drainfield cover Ib Existing and proposed wells [9 D-Box/Valve box locations Reference depth from original grade within 100 ft of property 59 Septic tank/pump chamber and restrictive strata: m Measurements to cuts,banks,and locations IZ Laterals,trench/bed,top and surface water and critical areas 66 Observation port location bottom m Location and orientation of fd Clean-out location ❑ Curtain drain collector curtain drain and all absorption Rf Manifold placement ❑ Sand augmentation components 19 Orifice placement Other cross-section detail: 10 Location and dimension of 56 Lateral placement with distance 9 Observation ports/clean--outs primary system and reserve area to edge of bed g Other Information m Buildings R1 Audible/visual alarm referenced Yes No 9 Direction of slope indicator Ef Scale of drawing shown on scale 9 ❑ Design staked out la Waterlines bar ❑ 1f Recorded Notices attached 56 Roads,easements,driveways, fib ❑ Waiver(s)attached parking fd ❑ Pump curve attached R1 North arrow and scale drawing ❑ 91 Evaluation of failure shown on scale bar Non-residential justification ❑ ef Waste strength ❑ Rf Flow DESIGN APPROVAL The undersigned designer must be notified by installer at time of installation Ef Yes ❑ No Sig azure of D signer Date 01� jq The undersigned has reviewed this design on behalf of Mason County Public Health and determined bto be in compliance with state and local on-site lations: MA i �' (l7-Rou aiasoy�or�N R l �Q75 won ental Heal Specialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved'by Mason County Public Health.✓ / / 10�T The Onsite Sewage Permit has not expired,the Permit Expiration Date is: ✓ 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 Daze: 12/7/2015 r-- CROS5 A5PHAULT W/ I © I 1VAT V NEW 2"TRANSPORT LINE 1 I \ EXISTING GARAGE �� EXISTING NEW2"5CH. 40 \\ I WELL TRANSPORTLINE \ I \ EXISTING WE� PUMP OUT/ABANDON EXISTING EXISTING TANK, EXTEND WELL PIPING TO NEW TANK INSTALUCONFIRM / / TRANSPORT LINE BOTH GARAGE AND I MUST BEDBL HOME OUTLETS HAVE SLEEVED &TEST 4"CLEANOUTS j FOR LEAKS WHERE WITHIN A/ 50'OF WELL PER INSTALL NEW SOLIDS �` WAIVER REDS. EXISTING HANDLING 500 L. HOME PUMP TANK I I PUMP OUT/ABANDON EXISTING 055, EXTEND I --- PIPING TO NEW TANK �_ AIFI LOIe wrsg --\_ 50'TOOHWM � � 17 �"" Iu ' (HOOD CANAL) . AN ASBUILTI INSTALL SIGNOFF FEE WILL BE CHARGED AT TIME OF INSTALLATION USTOMER: MARY WWIING I MIDKI011, DHDK W mCAIA1M PIONEER DIGGING, INC- PARCEL&277413F00002 145 L11 H42IM to- c (RSDIn ) 4R MOL . W, 42+MOC CAkt LIKH.l AN OLD MV@ H SEPTIC DESIGNS ADDRESS, 71 ap Ds1ROM RD KWU045 Ra'l(:42 IlA,I'Ha 3083 E.MASON BEMSON RD. GRMEVIEW,WA98546 DESIGNER. ALEX L.PAYSSE OFFICE-3604261803 FAX-360,4272353 SHEET: DETAIL SCALE: P=30' EXISTING 0\� ' i GARAGE �25� SJ�o PROPOSED TANKS: 1500 SEPTIC TANK DRIVEWAY 1800 PUMP TANK PARKING PROPOSED 4 BEDROOM PRIMARY& RESERVE / ' PROPOSED ' GREENHOUSE i BATHROOM (NO(NO BEDROOMS OR / _ I ADDITIONAL FLOWS) GATE COURTS PUMP OVT& i ABANDON EXISTING 055 EXISTING WELL TO BE DECOMMISSIONED LOTS WERE RECENTLY COMBINED & EXISTING I \N ASPHAULT WELL IS NO LONGER NEEDED -- GARAGE I \ D ARgNG R100' / EXISTING I I\\ �1 ^QO t\ EXISTING I SVMMARY: WELL I i� I WELL ABANDON (2) DUSTING I R10 I \\ I• 055. INSTALL NEW 517ND. I V EXISTING PKESSVRE SYSTEM, INCL. / I WELL SOLIDS HANDLING TANK PUMP OUT& FOR EXISTING ABANDON / `\ HOME/GARAGE. EXI5TING055. INSTALL NEW SOLIDS HAND. PUMP TANK ,� / G HOME b�°° • LLEtLDLew.Bg • - NryFNk/Rod ?$ O✓A �Nt�/H"{,g AN I BE CHRR T GED AT HE OF IINSTALLATION PIONEER DIGGING, MG T4T�� T�N�3 CUSTOMER: MARYWHITAIG II IJA IIIYI1 =HOUhN OIOOKLOAN PARCEL tz=-51-00002 leas lar Ian 1ms 1P CTs(orsmaem7 as.aol.GR�L a.mer.cxvi. uleD.r,w an rxr>`rH SEPTIC DESIGNS ADDRESS 71 suNDs DM RD ,T= 42 3083 E MASON BPION RD. GWTVIEW,WAN546 DESIGNER: ALIXLPAYSSE OFFICE-3604261803 FAX 3604272353 SHEET: 9EE PLAN SCALE P=50' y » d : ! � / / - b & } 07 �< \ � \ & \ o o i / A | «» \ \ ' %\ . ( § } \ \ } \ \ \\ Iffl | 2 / 2 \ \ � } ^ ` 0� � § � § \ ) � § K ) / ) 2 \ ) § 4z ( \ \ k � / � \/ AISP VAJ 9 } 0 *RR » MASO. Q ( TYENVIRON, . � � OBSERVATION THREADED CAP CLEANOUT PORT ORIGINAL 8t FINISHED GRADES ORIFICE 911200 W/SHIELDS FI LTER FABRIC j 90` Im SWEEP I GLUED TEE JJJ---LLL I PISERJLID CLEAN 1.5"WASHED OR VALVE DRAINROCK BOX I I . IN I I N PP®O"EISTRICTIVE LAYERS i VA VES MAS IY��1�7 ii99 �� CHECK VALVES wsBNM' toRAu GnaGPM (AS NEEDED) LATERAL# LENGTH ORIFICE DIST.TO]ST IFFI SPACING N ORIFICES ORIFICE � 1 30 5 6 M ��p R,Ymps 2 3S 5 T 3 65 5 23 M 30 4 A 5 ]4 M TOTALMTERALLENGFN I M TOTALNORIFI03 40 ORIFICECKMW 0.58 WM 286 DYEFAMICFIEAD PVC5ECRON IENGFHIFTI FUNER lTOTAL ORIFICES HEAD(FT)I2iTF E TTRANSPORTPIPE 50 NA NA G aw 9[ •+� lP1EMLp1 30 8 38 b 609 LATERAL#2 35 M 51 T am LRMRALN3 a 8 13 B O65 IAIEMLN4 A 16 14 D88 TOTALFRICTIONLO55 226 NEVATONCHANGF 5 RESIDUALHEAD ]XTRA • W,�� LOS.STHRUFITNGS 3 �.. , .T,,.,�,�,. .��•,,,��,. . TOTAL DYNAMIC HEAD am NF 4/ •, CUSTOMER- AWRY WFRFAIG "•'Ar_ ''yy PIONEERPIONEER DIGGIN�INC PARCEL 4 2220251,30002 SEPTIC DESICN� ADDRESS: 71SJNDSIROMFLD ALELL`gl�1,,,E . 3083 E. A FJ BEJ N RD GK9I F'.'IEW,WWW8 DESIGNER: ALIX L PAYSSE iTkC�S. OFTRCE-36O4261803 FAk-3aK 42]2383 SHEET. DETALL.3 SCALE NA r '.S 24"RIBBED RISERS W/BOLT ON WATER-TIGHT LIDS CLEANOVi VSE RISER LIDADAPrERS WITH NO GASKET LIDS FINISHED GRADE WATER-TIGHT JOINTS INLET OVTLET �. TWO WAY TEE y+ ,L 4"051 EFFLUENT WATER-TIGHT 4 Ll FILTER JOINTS a< TANKS MUST BE 1 ON STATE DOH t f"G.4LLONWA7ER77GHT APPROVED L15F '' CONCRE7ESEP77C TANK OF SEWAGE R: TANKS PUMPTANKS - OVER1000GAL a. REOVIRESTWO ACCESS RISERS TO GRADE E�® RUR EaL.e wms PUMPTANKS 1 1 u LOCATEDATHIGHER AOVAWORKSCONTROL PANEL ~` • ELEVATION THAN W/nMER EVENTCMH R ELECEvuLworxooNc 24"RIBBED RISERS DRAINFIELD MUST &HO METER aUu NSEDELE RiCAN rW/WATERTIGHT LIDS HAVE ANTI-51PHON 11 DEVICE INSTALLED. FINISHED GRADE ELER0.iULCONpAi TRANSPORT LINE INLET UNION&BALL VALVE I ) 7LEAE ONWAIFR77GHT MASONCOUN fH, -- ...,J7EPU2 GAL NPTANK wArER-ncFlr hMfN,A JOINTS SURE TRANSDUCER (OR FLOATS) CHECK VALVE USE TANKS FITTED W/CAST IN WATER USE RUBBER nCHT FITTINGS FOR INLET/OUTLE5AND BUCKET: GROMETS FOR CAST IN RISER UST BE TRANSPORTLINE ADAPTERS TO F PUMP AND ELECTRICAL ENSURE WATER ....... N RISERS. MAKE nGHTNATERESS SURE ALL HOLES ARE WATER-nGHT CUSTOMER MARY W ffnNG `ALE NA PIONEER DIGGING, INC— PARCEL k7720 2-51,00002 INSTAL TANK ON ORIGINAL OR SEPTIC DESIGNS ADDRESS,71 SUNDSTROM RD COMPACTED LEVEL SOILS. RVNCRO55 3083 E MASON BENSON RD. GRMEVIEW,WA98546 DESIGNER: ALEX L PAYSSE CONNECTIONS INTO ORIGINAL SOILS TO OFFICE 360,4261803 FAX-3604V2353 SHEET. TANKS SCALE NA AVOIDSETrLING. INSTALL/CONFIRM HOUSE 24" RIBBED RISERS AND GARAGE HAVE 4"CLEANOUTS W/ WATER TIGHT LIDS FINISHED GRADE TWO WAY TEE NLET WATER-TIGHT J JOINTS TANKS MUST BE ON STATE DOH "Cv41L0N APPROVED LIST WA7FR77GHTC0iVCR= OF SEWAGE PUMP TANK TANKS SOLIDS HANDLING ' PUMP (2" DISCHARGE) •� ;` } USE TANKS FITTED W/CAST IN WATER TIGHT FITTINGS FOR 11 e INLEYOUTLES AND CAST IN RISER s n� uu m ma sns wx smo smr ADAPTERS TO Is ENSURE WATER TIGHTNESS ° LIBERTY LE50 OR EQUIV. ,. 1/2hp 'C 2"Solids handling 1pZf u 118 GPM at 10'TGH1 ,��i�y ".j •r N.,ar rs�o.,.°c= ,,,, 25'Maximumhood f PIONEER DIGGING, INC cusTOr.4ER MA`.Ly=H NG NSTALL PARCII.7k.221D251-00002 INSTALL AT ANI KS ON ORIGINAL OR SEPTIC DESIGNS ADDRESS. 71 SUNDSIROM RD COMPACTED LEVEL SOIL5. RUNCROSS 3083 E MASON B SON RD. GR ME ,,WA985 DESIGNER: ALEXLPAYSSE CONNECTIONS INTO ORIGINAL SOILS TO OFFICE 360426-1803 FA%-36D4272353 DESIGN PAGE TANKS AVOIDSETiLING. Instnllotion & 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.ATLI,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. S.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 Wit 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 lave 30ft 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 10R 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 verity satisfactory operation. The system owneroperator 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 be received after installation approval. 14.System owner should be cautious of landscaping around septic components. Root intrusion can cause premature failure of the drainfield area. In addition,bushes and trees should be kept 'V4.000y MAQ�� away from lids and other septic maintenance points. 15. Changes made at time of installation may impact designer calculations,pump sizing,and compliance w/county and state requirements. Contact designer prior to install w/any proposed variations from design. Changes may result in additional fees and permitting. , ,, d••. PIONEER DIGGING, WG Ct35TDMERCFl K R-Y Wf ""' � PAR #:22202-51-00002 SEPTIC DESIGN ADDRESS' 71 S.INDSERCM RD AUK Laa°•rsg 3083EA NBIMONRD. CR,\PL\1LW.WA98B46 DESIGNER ALIXLPAYSSE OFFICE-36014261803 FAx-3 M27-2353 SHEET: NOTES SCALE NA