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Home My WebLink AboutSWG2026-00190-APPLICATION/DESIGN - SWG Application / Design - 6/24/2026 MASON COUNTY 415 N 6TH STREET,SHELTON, ,WA 98584 • SHELTON:360-427-9670,EXT 400 BELFAIR:360-275-4467,EXT 400 Public Health & Human Services ELMA:360-482-5269,EXT 400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2026-00190 APPLICANT Hunter,Adam Phone: 360 753-1226 Address: 2201 93rd Ave SW Olympia, WA 98512 OWNER SLY ET UX PAUL Phone: Address: BRANDY LAUREE TURNER BONNEY LAKE, WA 98391 SEPTIC DESIGNER ADAM HUNTER* Phone: 360-753-1226 Address: PO Box 162 OLYMPIA,WA 98507 Site Address: UNKNOWN Primary Parcel Number: 422045000042 Permit Description: New 2bd pressure sandlined bed Permit Submitted Date: 06117/2026 Permit Issued Date: 06/29/2026 Issued By: Rhonda Thompson Current Permit Fees Paid: $570.00 (additional fees may be required upon installation of system). Permit Expiration Date: 06/23/2029 (based on date of inspection) Permit Conditions: I Approval of this septic permit does not approve the building location. Building location is subject to approval from all applicable departments and regulations. 2 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. 3 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 4 Drainfield installation not to exceed designed upslope and downslope depth specified on design form. 5 Installer is responsible for obtaining Mason County installation approval prior to backfill of system components. 6 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to backfill of system components. 7 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for, final installation approval. 8 All existing waterlines within 10ft of septic components must be removed. Maintain 10ft from new waterline to septic components. I Ofz 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/onsite/oss-inspection-request.php or call: 360-427-9670, extension 400. MASON COUNTY 415 N 6TH STREET,SHELT967 ,E 98584 • SHELTON:360 427-9670,EXT 400 BELFAIR:360-275-4467,EXT 400 Public Health & Human Services ELMA:360-482-5269,EXT 400 FAX:360-427-7787 9 ' EWC2026-00079 Environmental Health case for privy and plumbed kitchen must be abated prior to closure of septic permit. ` ' 2 z 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/onsite/oss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL USE ONLY MASON COUNTY DATE RECEIVED: U • AMOUNT RECENE RECEIVED BY: Public Health & Human Services 570 v N Environmental Health 360-427-9670,ext.400 or 360-275-4467,eM.400 ^ O 415 N.6th Street-Shelton,WA 98584 SW � G pa,(e _ �( ` O vv v Z N ON-SITE SEWAGE SYSTEM APPLICATION c) APPLICANT PHONE m M Connie Deets 5107257105 z z MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE PO Box 567 ( Hoodsport WA 98548 m SITE ADDRESS-STREET,CITY.ZIP CODE C= 170 North Mount Washington Drive C= N: Hoodsport 98548 I NAME OF DESIGNER N PHONE ADAM HUNTER 3607531226 I o0 NAME OF INSTALLER PHONE ® I CD ROYAL FLUSH o 5107257105 < I N PERMIT TYPE(select one) DINKING WATER SOURCE 0 �.1RESIDENTIAL OSS b)COMMUNITY OSS JCOMMERCIALOSS ❑ PRIVATE INDIVIDUAL WELL ❑ PRIVATE TWO-PARTY WELL z TYPE OF WORK(select one) O PUBLIC WATER SYSTEM LAKE CUSHMAN R]NEW CONSTRUCTION!UPGRADES ❑REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE X REPAIR SUBMITTALS ❑ SURFACING SEWAGE O EXISTING FAILURE O SHORELINE Q DESIGN FORM(REQUIRED) Q SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 411/2025? O ❑ WAIVER(S)(IF APPLICABLE) 2 0.27 YES NO 0 DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) LAKE CUSHMAN NORTH TO A RIGHT ON DOW MOUNTAIN TO A LEFT ON MT WASHINGTON TO SITE ON THE RIGHT. 0 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) o VOLUNTARY ❑MAINTENANCE/PUMPING❑ BUILDING PERMIT❑HOME SALE❑COMPLAINT ❑OTHER: INSPECTOR SOIL LOGS / 2 q A Q/L 0 . COMMENTS/CONDITIONS Iv„J 1��11V✓� �'rI�- 2 : 0 ' C's T : 0 '\ Lt 7U cSO-- S I RECORD DRAWING AND INSTALLATION REPORT SOIL CODES:b V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINALAPPROVAL. INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED/ISSUED BY DATE (z5 G t Z3 2 L11,4 F THIS FORM MAY E SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:01/09/2026 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 422045000042 A design will be reviewed when 3 copies 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. 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"X17" PARCEL IDENTIFICATION Permit Number: SWG Designer's Name: ADAM HUNTER Applicant's Name: Connie Deets Designer's Phone Number: 3607531226 Mailing Address: PO Box 567 Designer's Address: 2201 93RD AVE SW, STE A Hoodsport WA 98548 City State Zip OLYMPIA WA 98512 City State Zip Designer's Email - ADAM@HUNTERSEPTICDESIGN.COM DESIGN PARAMETERS Treatment Device ®Glendon OSand Filter ®Mound ®Sand Lined Drainfield ®Recirculating Filter O ATU ❑Other Treatment Level(check all that apply): ❑ A 0 B ❑ C ❑BL1 ❑BL2 ❑BL3 19 E ❑N Drainfield Type ❑ Gravity P1Pressure O Trench V'Bed O Sub Surface Drip Septic Tank/Drainfield Specifications = Laterals Number of Bedrooms 2 Schedule/Class 40 Daily Flow: Operating Capacity 180 gpd Length 24 ft Daily Flow: Design Flow 240 gpd Diameter 1.25 in Septic Tank Capacity(working) 1000 gal Number 4 Receiving Soil Type(1-6) 1 Separation 2.5 ft Receiving Soil Appl. Rate I gpd/ft2 Orifices Required Primary Area 240 ft2 Total Number of Orifices 40 Designed Primary Area 240 ft2 Diameter 3/16 in Designed Reserve Area 240 ft2 Spacing 28 in Trench/Bed Width 10 ft Manifold Trench/Bed Length 24 ft Schedule/Class 40 Elevation Measurements Length 7.5 ft Original Drainfield Area Slope 1 % Diameter 2 in New Slope,If Altered I % Preferred manifold configuration used?®Yes ONo Depth of Excavation Up-slope 45 in Transport Pipe from Original Grade Down-slope 43 in Schedule/Class 40 Designed Vertical Separation >18 in Length 25 ft Gravel-based Drainfield Required? OYes ONo 0 Diameter 2 in Pump Required? ®Yes ONo Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 6 Diff.in Elevation Between Pump&Uppermost Orifice 4.3 ft Dose quantity 40GAL gal Drainfield Squirt Height/Selected Residual(head) 2 ft Chamber Capacity(flood) 1000 gal Uppermost Orifice®Higher OLower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 23.45 gpm I!( Timer PI Elapse Meter ' Event Counter Calculated Total Pressure Head 6.68 ft If Timer: Pump on 40GAL ,pump off 4 HRS Comments APPROVED �/� P P R®V E D JUN 2 4 2026 ` MAJ td U h T tr r IVPnCn IN HC.M1l l ri Revised: 6/11/2025 DESIGN FORM—PAGE TWO Assessor's Parcel Number:I422045000042 Permit Number: SWG a c�a( - 4 DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch Test hole locations V Drainfield orientation and layout Reference depth from original grade: V Soil logs V Trench/bed dimensions and V Septic tank Or Property lines critical distances within layout Rr Drainfield cover lT Existing and proposed wells D-Box/Valve box locations Reference depth from original grade within 100 ft of property V Septic tank/pump chamber and restrictive strata: ' Measurements to cuts,banks, and locations V Laterals,trench bed,top and surface water and critical areas V Observation port location bottom V Location and orientation of V Clean-out location id' Curtain drain collector curtain drain and all absorption V Manifold placement ld Sand augmentation components V Orifice placement Other cross-section detail: Location and dimension of V Lateral placement with distance V Observation ports/clean-outs primary system and reserve area to edge of bed � Buildings Other Information Audible/visual alarm referenced Yes No V Direction of slope indicator V Scale of drawing shown on scale O Design staked out V Waterlines bar V O Recorded Notices attached V Roads, easements, driveways, 'Elevation benchmark and relative V O Waiver(s) attached parking elevations of system components V O Pump curve attached V North arrow and scale drawing V O Evaluation of failure shown on scale bar Non-residential justification ❑ ❑ Waste strength ❑ ❑ Flow DESIGN APPROVAL The undersigned designer must be notified by installer at time of installation ®Yes O No 6/17/26 Signature o Designer 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 pecialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. ! 61 ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: b �� ✓ 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. Revised: 6/11/2025 MASON COUNTY HEALTH DEPARTMENT ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN Site# (county-assigned) Parcel# 422045000042 Date submitted 6/17/2026 Legal/Lot# Lake Cushman #5 Tr 42 Submitted by — Applicant Connie Deets Site 170 North Mount Washington Drive, Mailing PO Box 567, Hoodsport, WA address Hoodsport, WA 98548 address 98548 I. Flow Calculations Number of bedrooms 2 Residential GPD flow 240 gpd Application rate 1.00 gpd/ft2 Absorption area 240 ft2 II. Waterproof Septic Tank Composition&size 1000 GAL - CONCRETE III. Drainfield Details Drainfield/bed configuration 1OFTX24FT SAND LINED BED Distribution media Gravel Depth to drainrock bottom 0' - 9" Rock depth below pipe I1.7i 0 - 6" 4�- ;:_ • ,`Rn eft n Separation to restrictive layer >1•-6 Fill depth 1' - 0" Trench/bed width ti 1 :` 10'-0" PD:.LIJ 11ONTER i. ..E. ..is IV. Pump Requirement Dosing volume A P P R®V E E 40.0 gal Doses per day JUN 2 4 2026 6 V. Pressure Calculations MASON COUNTY ENVIRONMENTAL HEALTH LATERAL #1 --------------- ------------ --- ---------1 Squirt height 2.00 ft I � Orifice discharge rate 0.586 gpm Lateral length 24 ft Orifice spacing 2' 4" Distance from end cap 1' 2" Number of orifices 10 Lateral discharge rate 5.86 gpm LATERAL #2 Squirt height 2.00 ft Orifice discharge rate 0.586 gpm Lateral length 24 ft Orifice spacing 2' 4" Distance from end cap 1' 2" Number of orifices 10 Lateral discharge rate 5.86 gpm LATERAL #3 Squirt height 2.00 ft Orifice discharge rate 0.586 gpm • i Lateral length 24 ft X1.7 , Orifice spacing ` ' : 2• 4•• ' „., Distance from end cap 1• 2j Number of orifices ' ' 10 noaci�uuNr[e Lateral discharge rate 5.8 gpm LATERAL #4 Squirt height 2.00 ft Orifice discharge rate 0.586 gpm Lateral length 24 ft i Orifice spacing 2• 4" Distance from end cap 1• 2" Number of orifices 10 lLateral discharge rate 5.86 gpm 1 Pipe network—friction loss by section APPROVED JUN 2 4 2026 MASON COUNTY ENVIRONMENTAL HEALTH RET { i LENGTH i DIAMETER FLOW , FRICTION LOSS SECTION (FT) j (IN) (GPM) i (FT) AB 25 - 2.00 I 23.45 0.25 BC 1 2.00 11.72 0.00 -------- --- i CD 3 2.00 L 5.86 0.00 DE 24 i 1.25 5.86 0.13 Total = 0.38 ** Total Head Loss ** 1)Friction loss through system= 0.38 ft 2)Elevation difference= 4.30 ft 3)Residual= 2.00 ft Total= 6.68 ft /17 4s. ADAI.IJ IIU!ITCN '.APPROVED JUN 24 2026 �9ASON COUN1YE,V RON ��r MENTAi yE4i fH MYERS ME3 Capacity liters per minute 0 sa 100 2 r0 200 250 -12 r I go : ?: I P f 1 0 ! I 0 0 10 2€i 30 {0 50 64 ;4 Capacity gallons per minute �,'•' ADAf.IJ fIU!ITER 7 I c`I!1�.IS1\u\1�vS�• APPROVED JUN 242026 MASON COUNTY ENVIRONMENTAL HEALTH RET D 1O PROPOSED 2 BDRM HOMESITE NOTES: • RESTRICTIVE LAYER BELOW: 64" SCALE: 111 =20FT 98 O EXISTING WATERLINE(ABANDON WATERLINE TO PRIVY AND WITHIN 10FT OF D.F.) • FIVE TIMES RULE MET 1" O= / 2 O EXISTING DRIVE • RLAPSEISERS TIME METERFAC AND EVENUIRED COUNTER REQUIRED • RISERS TO SURFACE REQUIRED OVER ALL TANK LIDS 4 PROPOSED STUBOUT/CLEANOUT(IE.-98.0) • OPERATION CAPACITY OF THE SYSTEM IS 180 GPD ( 7 SO PROPOSED SEPTIC TANK(IN.EL.-96.5/OUT.EL.-96.2) SOIL LOGS: � 11 0 f 1) VERY GRAVELLY LOAMY MED SAND 0-28" ` O PROPOSED PUMP CHAMBER(PUMP EL.-93.2) VERY GRAVELLY COARSE SAND 28-66" 99 . _ _ PROPOSED 10FTX24FT SAND LINED BED(IE.-97.5) 2) VERY GRAVELLY LOAMY MED SAND 0-26" VERY GRAVELLY COARSE SAND 26-64" 1\I T T 83.6 j 8O 25'-2"PVC TIGHTLINE(SCH40) 3) VERY GRAVELLY LOAMY MED SAND 0-24" �L �Q /; \ / O 156.2 1 0FTX24FT RESERVE AREA(PRETREATMENT MAY BE REQUIRED IF R/A IS NEEDED) VERY GRAVELLY COARSE SAND 24-58" CEMENTED TILL 58"+ 10 EXISTING PRIVY(PUMP AND ABANDON PER CODE) 4) 10.p 10 11 EXISTING SHED/OUTDOOR KITCHEN(PLUMB INTO SEPTIC OR REMOVE PLUMBING) 5) 12 RBM IS GROUND EL.@ PROPERTY CORNER(RBM=100.0) // / ` \, 6) /// 24.0 / \ 7) 3 • / 5 100 TANK DETAIL-NO SCALE UOWITH GASTIGHT SEAL110 WiTH_TISEUT SEAL \ • / \ \ CLEANOUT ON 20'ACCESS RISERS ON 2<'ACCESS RISERS / ` WATERPROOF JUNCTION BOX J 12 FNISH GRACE THREADED UNION /oc SERVICE VALVEENFIELD 2 \\ 6 � / / FROMTANK SOURCE RFORFLOAT G�� ` / / O /uJ �� \ APPROVED EFFLUENTF ft UNOANT OFF AT y� PUMP (.ti \ \ / 24. / / I PUMP ON BLOCK GRIN SHROUD \ \ / / 31.2 CONTOUR LINES PER GIS,REFER TO APPLICATION FOR PROPERTY ACREAGE. \ \ / L / NAVD88 ELEVATION IS UNKOWN / 173.5 10.0 J THIS IS NOT A SURVEY: I site features,topography,elevations and benchmarks are based on assumed datum provided by the owner and county planning records and are intended only for the review /x,7/2 , and construction of the proposed septic system design. Hunter Septic Design recommends that a licensed professional land surveyor always be used to set corners, �.� e� . Y Y 1 -;•.,. establish lot lines,determine elevations and topography and/or provide a legal site plan. 25.4 `. w•„y`•c, A fee may be charged for final inspection and record drawings REVISION LOG: I r ! I J.HUNTEe VERSION-DATE Yhi�i'.'i itiaLiFl N LAKE CUSHMAN RD TO A RIGHT AT DOW MOUNTAIN RD TO A LEFT HUNTER SEPTIC DESIGN DESIGNER: ON MT WASHINGTON DR TO SITE ON THE RIGHT. ADAM HUNTER PO Box 162/Olympia,WA 98507 360-890-2778/adam@huntersepticdesign.com SITE ADDRESS: DO MOUNTAIN SEPTIC SYSTEM DESIGN FOR: 170 North Mount Washington Drive MT WASHINGTO Connie Deets SITE LEGAL: APPROVE Lake Cushman#5 Tr 42 AN RD SITE/PERMIT#: PAGE: 4 PARCEL NUMBER: J U N 2 2026 422045000042 1O1`2 MASON COUNTY ENVIRONMENTAL HEALTH RET GENERAL CONSTRUCTION NOTES (SAND BED): 4"PVC INSPECTION PORT BED DIMENSIONS: 11 FT X 37FT (TO OUTSIDE OF SAND)-ACTUAL DRAINFIELD IS ONLY(10FTX36FT) ORIGINAL GRADE BED DEPTH: 3'_9" BACKFILL: APPROVED EXCAVATED MATERIAL 1 9„ SAND: ASTM C-33 Y SAND/SANDY LOAM PVC PERF PIPE GRAVEL: 3/4"TO 2 1/2"WASHED DRAINROCK 0 0 SEPTIC TANK: NEW 1000GAL WATER TIGHT TANK 4' 2 Z'WASHED DRAINROCK PUMP CHAMBER: NEW 1000GAL. WATER TIGHT TANK -9 PUMP MODEL: MYERS ME3F SET TO PUMP AT 40 GALLON INTERVALS 6" CHECK VALVE AND HIGH LEVEL ALARM REQUIRED 4° 1'_3" • 2'-6" 18"TO SQUIRT HEIGHT: 24" (minimum) ry:T'-=�'?r'' ;•y: ,.a;:: RESTRICTIVE NOTE: PLACE ORIFICE AT 3 O'CLOCK, USE"T"TO"T"TYPE CONSTRUCTION " `'•'1' ' '' '%''"'` `'' ASTM C-33 SAND •.Yi Jt 4.�,. NOTE:ALL FOOTING AND DOWNSPOUT DRAINS MUST BE DIRECTED AWAY FROM SEPTIC COMPONENTS 1 111-F �l APPROVED JUN 24 2026 MASON COUNTY ENVIRONMENTAL HEALTH RET PUMP(A)TO BE CONTROLLED BY TIMER SET TO DOSE 40 GALLONS,IF AVAILABLE,EVERY 4 HOURS BASED ON MEASURED PUMP OUTPUT RATE NOTE:END OF EACH LATERAL IS TO HAVE A SWEEP 90 WITH RISERS ARE REQUIRED TO OR ABOVE FINISHED GRADE OVER TANK LIDS. PVC PERF PIPE DETAIL- no SCale THREADED END CAP TO JUST BELOW FINISHED GRADE AND PORT IF GROUNDWATER OVER THE TOP OF THE TANKS IS A CONCERN THEN HIGH GROUNDWATER RATED TANKS WILL BE REQUIRED.THE RISERS TO FINISHED GRADE MUST BE SEALED WATERTIGHT AT THE JOINT BETWEEN TANK AND THE RISER. 3/16" ORIFICE PVC PIPE GENERAL NOTES SCH40 1. ANY VARIATIONS TO THIS DESIGN SHALL FIRST BE APPROVED BY HUNTER SEPTIC DESIGN AND THE COUNTY SANITARIAN. 2. OWNER INSTALLER SHALL NOT REMOVE OR DISTURB ANY TOP SOIL WHILE CLEARING TREES AND STUMPS IN DRAINFIELD AREA. REMOVAL OF TOP SOIL COULD RENDER SITE UNUSABLE. 2-4" 3. OWNER SHALL BE AWARE OF THE POSSIBILITY OF TANKS FLOATING OUT OF THE GROUND SHOULD THE TANKS BE PUMPED EMPTY DURING SEASONAL HIGH WATER TABLE CONDITIONS. 4. ALL CONSTRUCTION MATERIALS AND THE INSTALLATION OF THE DESIGNED SEPTIC SYSTEM SHALL CONFORM TO ALL APPLICABLE STATE AND COUNTY HEALTH DEPARTMENT REQUIREMENTS. TTT7 5. USE OF SOME RESERVE DRAINFIELDS MAY NECESSITATE PUMP,SAND FILTER,MOUND OR PRETREATMENT INSTALLATIONS. 11 V NTER SEPTIC DESIGN DESIGNER: ADAM HUNTER 6. THE ADDITION OF AN APPROVED EFFLUENT FILTER IN THE SEPTIC TANK IS REQUIRED TO ENSURE THAT SOLIDS DO NOT PASS TO THE 2201 93rd Ave SW,Ste A/Olympia,WA 98512 DRAINFIELD CAUSING PREMATURE DRAINFIELD FAILURE AND COSTLY REPAIRS. 360-890-2778/adam@huntersepticdesign.com SITE ADDRESS: 7. ALL REQUIRED TESTS SHALL BE SUCCESSFULLY RUN PRIOR TO CALLING JIM HUNTER&ASSOCIATES FOR FINAL INSPECTION,ALL �1 7 170 North Mount Washington Drive SEPTIC SYSTEM DESIGN FOR: t' N� COMPONENTS,INCLUDING TANK ACCESS LIDS MUST BE ACCESSIBLE FOR INSPECTION.CONTRACTOR SHALL BE RESPONSIBLE FOR Connie Deets SITE LEGAL: COST OF RETURN INSPECTIONS DUE TO FAILED TESTS OR INACCESSIBLE COMPONENTS. '• + Lake Cushman#5 Tr 42 8. THIS IS A SPECIAL DESIGN DUE TO ADVERSE SOIL CONDITIONS,GROUNDWATER TABLE AND/OR TOPOGRAPHY.JIM HUNTER& PAGE: <tzyi� •�. ASSOCIATES HAS DESIGNED THIS SYSTEM IN ACCORDANCE WITH ALL STATE AND COUNTY HEALTH DEPARTMENT REQUIREMENTS AND L p :"_', PARCEL NUMBER: SITE/PERMIT#: 2 of 2 ASSLLMES NO RESPONSIBILITY FOR ITS USE OR LONGEVITY.THE OWNER THEREFORE AGREES TO MAINTAIN AND MAKE ALL NECESSARY Af.1J.H NTEH 422045000042 REPAIRS TO THE SYSTEM AT NO COST TO JIM HUNTER&ASSOCIATES.