Loading...
HomeMy WebLinkAboutSWG2026-00155 - SWG Application / Design - 5/18/2026 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: SWG2026-00155 APPLICANT Hunter,Adam Phone: 360 753-1226 Address: 2201 93rd Ave SW Olympia, WA 98512 OWNER GIRSCH ET AL JONATHAN D Phone: +1 (206) 999-3559 Address: WILLIAM L KREKLING BELLEVUE,WA 98005 SEPTIC DESIGNER ADAM HUNTER* Phone: 360-753-1226 Address: PO Box 162 OLYMPIA,WA 98507 Site Address: 241 N DEER LN WEST Primary Parcel Number: 422055000901 Permit Description: Repair 2bd sandlined bed Permit Submitted Date: 05/18/2026 Permit Issued Date: 06/03/2026 Issued By: Rhonda Thompson Current Permit Fees Paid: $845.00 (additional fees may be required upon installation of system). Permit Expiration Date: 06/03/2027 (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 Drain field 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. 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. fj 1 OFFICIAL USE ONLY '%J MASON COUNTY DATERECENED: > .VN I AMOUNT RECEIVED: RECEIVED BY; (n Public Health & Human Services �� S CWLI JE v'' N Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 _ CA 415 N.6th Street-Shelton,WA 98584 S W G o-c��- Dc- I O VV J Z Z 'a ON-SITE SEWAGtSSTEM APPLICATION > APPLICANT PHONE m m Jon Girsch 12069993559 z MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE 12411 SE 25th PL �O Ilevue WA 98005 m SITE ADDRESS-STREET,CITY,ZIP CODE p� 241 North Deer Lane West apfr Hoodsport 98548 I N Ni NAME OF DESIGNER a PHONE O U1 ADAM HUNTER 3607531226 0 0 NAME OF INSTALLER PHONE I O D o TBD TBD < 1 PERMIT TYPE(select one) DRINKING WATER SOURCE ' I RESIDENTIAL OSS bJCOMMUNITY OSS COMMERCIAL OSS ❑ PRIVATE INDIVIDUAL WELL ❑ PRIVATE TWO-PARTY WELL TYPE OF WORK(select one) ❑ PUBLIC WATER SYSTEM LAKE CUSHMAN ❑NEW CONSTRUCTION/UPGRADES REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ® TABLE X REPAIR I SUBMITTALS ❑ SURFACING SEWAGE ❑ EXISTING FAILURE ❑SHORELINE DESIGN FORM(REQUIRED) El SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE I WAS LOT CREATED AFT ,n025? 0 r ❑ WAIVER(S)(IF APPLICABLE) 2 0.41 YES NO n DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) LAKE CUSHMAN RD TO A LEFT ON FAWN DR TO A RIGHT ON DEER DR TO SHARED DRIVE AT THE I END ON THE RIGHT. STAY RIGHT ONTO GRAVEL DRIVE, STAY LEFT AT SIGN POINT TOWARDS 261 r I OTO DRIVE ON THE LEFT. SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I OFFICIAL USE ONLY BELOWTHIS LINE UPGRADE/FAILURE SOURCE(for reporting purposes) ❑VOLUNTARY OMAINTENANCE/PUMPING❑ BUILDING PERMIT❑HOME SALE❑COMPLAINT ❑OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS (tern 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 FINALAPPROVAL. INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED/ISSUED BY DATE THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:01/09/2026 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 422055000901 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 maybe 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: Jon Girsch Designer's Phone Number: 3607531226 Mailing Address: 12411 SE 25th PL Designer's Address: 2201 93RD AVE SW, STE A Bellevue WA 98005 City , State Zip OLYMPIA WA 98512 City State Zip Designer's Email • ADAM@HUNTERSEPTICDESIGN.COM DESIGN PARAMETERS- Treatment Device Glendon ©Sand Filter OMound ®Sand Lined Drainfield Recirculating Filter : O ATU ❑Other Treatment Level(check all that apply): ❑A 0 B ❑ C ❑BL1 ❑BL2 ❑BL3 ❑E ❑N Drainfield Type ❑ Gravity Pressure O Trench VBed 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 3 Receiving Soil Type(1-6) 1 Separation 3.33 ft Receiving Soil Appl. Rate I gpd/ft2 Orifices Required Primary Area 240 ft2 Total Number of Orifices 42 Designed Primary Area 240 ft2 Diameter 3/16 in Designed Reserve Area 240 ft2 Spacing 21 in TrenchBed Width 10 ft Manifold TrenchBed Length 24 ft Schedule/Class 40 Elevation Measurements Length 6.667 ft Original Drainfield Area Slope 2 % Diameter 2 in New Slope,If Altered 2 % Preferred manifold configuration used?®Yes ONo Depth of Excavation Up-slope 194-ZH' in Transport Pipe from Original Grade Down-slo ` " pq� y�c in Schedule/Class 40 Designed Vertical Separation 18 in Length 20 ft Gravel-based Drainfield Required? OYes®No ® Diameter 2 in Pump Required? ®Yes ONo Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 6 Dif£in Elevation Between Pump&Uppermost Orifice 3.8 ft Dose quantity 40GAL gal Drainfield Squirt Height/Selected Residual(head) 3 ft Chamber Capacity(flood) 1000 gal Uppermost Orifice®Iligher OLower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 30.153 gpm I!1' Timer Pf Elapse Meter ' Event Counter Calculated Total Pressure Head 7.487 1f,Time P p�n�, 40GAL ,Pump off 4 H RS Comments If l U JUN 03 2026 MASflNCOUNTY ENVIRONMENTAL HEALTH RET Revised: 6/11/2025 DESIGN FORM—PAGE TWO Assessor's Parcel Number:I422055000901 Permit Number: SWG ,lO�- - OO L S DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch V Test hole locations la' Drainfield orientation and layout Reference depth from original grade: V Soil logs V Trench/bed dimensions and V Septic tank V Property lines critical distances within layout I ' Drainfield cover V( Existing and proposed wells V D-Box/Valve box locations P P ose Reference depth from original grade within 100 ft of property V Septic tank/pump chamber and restrictive strata: i ' Measurements to cuts,banks, and locations h Laterals, trench bed, top and surface water and critical areas V Observation port location bottom V Location and orientation of V Clean-out location V Curtain drain collector curtain drain and all absorption V Manifold placement V Sand augmentation components V Orifice placement Other cross-section detail: V Location and dimension of V Lateral placement with distance V Observation ports/clean-outs primary system and reserve area to edge of bed Other Information Buildings V Audible/visual alarm referenced Yes No V Direction of slope indicator V Scale of drawing shown on scale ( ❑ 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 Pf 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 5/18/26 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 S cialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. , (,. v' 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. Revised: 6/11/2025 PAGE 1 MASON COUNTY HEALTH DEPARTMENT ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN SITE#: PARCEL#: 422055000901 DATE SUBMITTED:05/18/26 LEGAL/LOT#: SUBMITTED BY: ADAM HUNTER APPLICANT: JON GISCH ADDRESS: I.CALCULATIONS NUMBER OF BEDROOMS= 2 RESIDENTIAL GPD FLOW= 240 IF NON-RESIDENTIAL-GPD FLOW WILL BE AS FOLLOWS: GPD= APPLICATION RATE= 1.0 GPD/FT2 REDUCTION =LEAVE BLANK IF NO REDUCTION TAKEN DRAINFIELD SIZING ABSORPTION AREA= 240 FT2 TRENCH LENGTH OR BED CON FIG.= I0FTX24FT SAND UNDER BED II.WATERPROOF SEPTIC TANK COMPOSITION AND SIZE= 1000 GAL.CONCRETE NEW OR EXISTING= NEW III.DRAINFIELD CROSS SECTION DEPTH TO DRAINROCK BOTTOM= N/A-GRAVELLESS CHAMBERS ROCK DEPTH BELOW PIPE= N/A-GRAVELLESS CHAMBERS SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE MATERIAL/SEASONAL SATURATION= >1'-6" FILL DEPTH= 1'-0" TRENCH WIDTH= 10-0" IV.PUMP REQUIREMENT DOSING VOLUME IN GALLONS= 40 NUMBER OF DOSES PER DAY= 6 V.PRESSURE CALCULATIONS USING PIPE CLASS 40 ORIFICE 3/16 05//1826 APPROVED <«: JUN 03 2026 MASON COUNTY ENIROHl�ENTAL HEALTH b B pW .i.f.I J.M{IYTEi: 1 I' PAGE 2 LATERAL#1 = SQUIRT HEIGHT(FT) 3.00 (NOTE(2):ORIFICE DISCHARGE RATE_(11.79)X(ORIFICE DIAMETER)SQ2 X SQ ROOT OF(TOTAL PRESSURE HEAD) ORIFICE DISCHARGE RATE= 0.71792 LATERAL LENGTH IN FEET= 24.00 ORIFICE SPACING= 19' DISTANCE FROM END CAP= 0,7" NUMBER OF HOLES= 14 LATERAL DISCHARGE RATE= 10.051 LATERAL#2= SQUIRT HEIGHT(FT) 3.00 ORIFICE DISCHARGE RATE= 0.71792 LATERAL LENGTH IN FEET= 24.00 ORIFICE SPACING= 1'9" DISTANCE FROM END CAP= 0'7" NUMBER OF HOLES= 14 LATERAL DISCHARGE RATE= 10.051 LATERAL#3= SQUIRT HEIGHT(FT) 3.00 ORIFICE DISCHARGE RATE= 0.71792 LATERAL LENGTH IN FEET= 24.00 ORIFICE SPACING= 1'9" DISTANCE FROM END CAP= 0'7" NUMBER OF HOLES= 14 LATERAL DISCHARGE RATE= 10.051 LENGTH DIAMETER FLOW FRICTION LOSS SECTION (FT) (IN) (GPM) (FT) AB 20.00 2.00 30.153 0.315 BC 1.67 2.00 20.102 0.012 CD 3.33 2.00 10.051 0.007 DE 24.00 1.25 10.051 0.353 TOTAL= 0.687 **TOTAL HEAD LOSS ** 1)FRICTION LOSS THROUGH SYSTEM= 0.687 2)ELEVATION DIFFERENCE = 3.800 3)RESIDUAL = 3.000 TOTAL= 7.487 05/18/26 APPROVED JUN 03 2026 ';AatLI J.11U.TER MASON COUNTY ENVIRONMENTAL HEALTH RET MYERS ME3 Capacity titers per minute 0 50 100 150 200 250 ILi 40 -12 - I A/ -10 30 'a� ii I -.2 II III �I 0 10 20 30 40 50 60 70 Capacity gaLLons per mt ite C0: 2.02 05/.184?6 SON J��N R�� AOALIJ.HUNTER e -+ ES:j I f •OT RESTRICTIVE LAYER BELOW: 68" SCALE: 1" =120FT / h00FT • FIVE TIMES RULE MET J TO OHWM 200.0 /{ / • ELAPSE TIME METER AND EVENT COUNTER REQUIRED • RISERS TO SURFACE REQUIRED OVER ALL TANK LIDS I 1 1 2 / \ • OPERATION CAPACITY OF THE SYSTEM IS 180 GPD \ i SOIL LOGS: I t / ACCESS/UTILITY ES T / I ' \ \ 1) VERY GRAVELLY LOAMY MED SAND 0-32" J \ VERY GRAVELLY COARSE SAND 32-68" / // ( 2) ( DECK 2 I ` 4 ! 3 \ f \ 3) \ ( \ I 4) \ I 5) � l 90.0 \ 6 \\ 90.0 6) 7) \ \ \ \ ` \ \ TANK DETAIL-NO SCALE US R0THI \ \ \ \ CLEANOUi CN24'A GXSTCESS RItSEPi ON 24'ACCESS RISERS LID WITH GASTIGHT RISERS A \ \ \ \ \ \24.0 \ ON 24 ACCESS RISERS \ 1 I WATERPROOFJUNCTION BOX 4 FINISH GRADE THREADED UNION I � \ SERVICE VALVE ` \' 24.0 RAI FIELD \ � FROM SE TANK Al 1 FLOAT \ \ ' IE. \O \\ SOURCE REM WAGE OPUBER INDEPENDENT FLOATSTEO FOR FL OAT MOUNTING 11 \ \ TM ROFF FLOAT \ \ \ HECK `� {I Il 10 10.0 v 10.0 \ APPROVED EFFLUFMF R -UNDANT OFF ATPUMP PUMP ON BLOCK LAKE COSH N ` \ \ OT ISSHROUD \ \ \ \ \ X00.0 / � \ CONTOUR LINES PER GIS,REFER TO APPLICATION FOR PROPERTY ACREAGE. NAVD88 ELEVATION IS UNKOWN THIS IS NOT A SURVEY: EXISTING 2 BDRM RES 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 2O EXISTING WATERLINE and construction of the proposed septic system design. Hunter Septic Design EXISTING DRIVE recommends that a licensed professional land surveyor always be used to set corners, 05/.18/26 establish lot lines,determine elevations and topography and/or provide a legal site plan. EXISTING STUBOUT/ADD CLEANOUT(IE.-98.5) s� ` '• ���' A fee may be charged for final inspection and record drawings EXISTING SEPTIC TANK(ABANDON PER CODE) � ' . REVISION LOG: PROPOSED SEPTIC TANK(IN.EL.-98.0/OUT.EL.-97.7) ' VERSION-DATE O PROPOSED PUMP CHAMBER(PUMP EL.-94.2) ,uu:lz ADACIJ.IIV. ` 20'-2"PVC TIGHTLINE(SCH40)-CRUSHPROOF SLEEVE UNDER DRIVE ,E: + OPROPOSED 1OFTX24FT DRAINFIELD AND RESERVE AREA P P R O E LAKE CUSHMAN RD TO A LEFT ON FAWN DR TO A RIGHT ON DEER LN HUNTER SEPTIC DESIGN DESIGNER: 10 EXISTING SHED(RELOCATE) TO SHARED DRIVE AT THE END. STAY RIGHT ON THE GRAVEL,THEN ADAM HUNTER Al STAY LEFT TO SITE ON THE LEFT. PO Box 162 I Olympia,WA 98507 11 FAILED D.F(DUE TO ROOTS AND AGE)-ABANDON I U N 03 2026 360-890-2778/adam hunterse tlCdeSl n.COm SITE ADDRESS: 12 RBM IS GROUND EL.@ HOUSE CORNER(RBM=100.0) MASON COUNTY ENVIRONMENTAL HEALTH SEPTIC SYSTEM DESIGN FOR: 241 N DEER LN WEST RET JON GIRSCH SITE LEGAL: SP#1260 TR 3 ALL TANKS TO BE TRAFFIC RATED AND TO HAVE TRAFFIC RATED RINGS,RISERS AND LIDS. FAWN L E CUSHMAN SITE/PERMIT#: I PAGE: PARCEL NUMBER: 1OF2 422055000901 GENERAL CONSTRUCTION NOTES (SAND BED): 4"PVC INSPECTION PORT ORIGINAL GRADE BED DIMENSIONS: 10FT x 24FT BED DEPTH: 4'-0" BACKFILL: APPROVED EXCAVATED MATERIAL � GJd1 LOAMY SAND/SANE ' )AM 1.25" PVC PERF PIPE SAND: ASTM C-33 SCH40 GRAVEL: N/A-GRAVELLESS CHAMBERS LESS CHAMBER SEPTIC TANK: NEW 1000GAL WATER TIGHT TANK 1'-0° (MUST B (MUST BE ON DOH LIST) PUMP CHAMBER: NEW 1000GAL WATER TIGHT TANK PUMP MODEL: MYERS ME3F SET TO PUMP AT 40 GALLON INTERVALS CHECK VALVE AND HIGH LEVEL ALARM REQUIRED 4" ' " 3'-4" 18"TO minimum `'` " '" R STRICTIVE SQUIRT HEIGHT: 36" (minimum) " ;Rt:=•:+ "tY NOTE: PLACE ORIFICE AT 12 O'CLOCK, USE"T"TO"T"TYPE CONSTRUCTION ASTM C-33 SAND NOTE:ALL FOOTING AND DOWNSPOUT DRAINS MUST BE DIRECTED AWAY FROM SEPTIC COMPONENTS =III III III=1 11=1 1� iii � APPROVED JUN 03 20206 p PUMP(A)TO BE CONTROLLED BY TIMER SET TO DOSE 40 GALLONS,IF NOTE:END OF EACH LATERAL IS TO HAVE A SWEEP 90 WITH RISERS ARE REQUIRED TO OR ABOVE FINISHED GRADE OVER TANK LIDS. MASON COUNTY ENVIRONMENTAL HEALTH AVAILABLE,EVERY 4 HOURS BASED ON MEASURED PUMP OUTPUT RATE IF GROUNDWATER OVER THE TOP OF THE TANKS IS A CONCERN THEN THREADED END CAP TO JUST BELOW FINISHED GRADE AND PORT HIGH GROUNDWATER RATED TANKS WILL BE REQUIRED.THE RISERS RET R�T TO FINISHED GRADE MUST BE SEALED WATERTIGHT AT THE JOINT BETWEEN TANK AND THE PVC PERF PIPE DETAIL- no scale RISER. GENERAL NOTES 3/16" ORIFICE 1. ANY VARIATIONS TO THIS DESIGN SHALL FIRST BE APPROVED BY JIM HUNTER&ASSOCIATES AND THE COUNTY SANITARIAN. 1.25" PVC PIPE SCH40 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. 3. OWNER SHALL BE AWARE OF THE POSSIBILITY OF TANKS FLOATING OUT OF THE GROUND SHOULD THE TANKS BE PUMPED EMPTY 1,9„ 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. DESIGNER: 5. USE OF SOME RESERVE DRAINFIELDS MAY NECESSITATE PUMP,SAND FILTER,MOUND OR PRETREATMENT INSTALLATIONS. HUNTER SEPTIC DESIGN 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 O5I. 8�2G 2201 93rd Ave SW/Olympia,WA 98507 DRAINFIELD CAUSING PREMATURE DRAINFIELD FAILURE AND COSTLY REPAIRS. 360-890-2778 I adam@huntersepticdesign.com SITE ADDRESS:•. 7. ALL REQUIRED TESTS SHALL BE SUCCESSFULLY RUN PRIOR TO CALLING JIM HUNTER&ASSOCIATES FOR FINAL INSPECTION,ALL r SEPTIC SYSTEM DESIGN FOR: 241 N DEER LN WEST COMPONENTS,INCLUDING TANK ACCESS LIDS MUST BE ACCESSIBLE FOR INSPECTION.CONTRACTOR SHALL BE RESPONSIBLE FOR JON GIRSCH SITE LEGAL: COST OF RETURN INSPECTIONS DUE TO FAILED TESTS OR INACCESSIBLE COMPONENTS. 1 ; •: SP#1260 TR 3 8. THIS IS A SPECIAL DESIGN DUE TO ADVERSE SOIL CONDITIONS,GROUNDWATER TABLE AND/OR TOPOGRAPHY.JIM HUNTER& noaraa.,u.vis� ,' PAGE: SITE/PERMIT#: 2 OF 2 ASSOCIATES HAS DESIGNED THIS SYSTEM IN ACCORDANCE WITH ALL STATE AND COUNTY HEALTH DEPARTMENT REQUIREMENTS AND PARCEL NUMBER: ASSUMES NO RESPONSIBILITY FOR ITS USE OR LONGEVITY.THE OWNER THEREFORE AGREES TO MAINTAIN AND MAKE ALL NECESSARY 422055000901 REPAIRS TO THE SYSTEM AT NO COST TO JIM HUNTER&ASSOCIATES.