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HomeMy WebLinkAboutSWG2026-00063 - SWG Application / Design - 3/9/2026 AM��®� ®���� 415 N 6TH STREET,SHELTON,967 , 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: SWG2026-00063 APPLICANT NW GREEN CONSTRUCTION INC Phone: 360-740-0345 Address: 261 N. Hamilton Rd Chehalis, WA 98532 OWNER DAHL PROPERTIES LLC Phone: 1.360.740.0345 Address: 261 HAMILTON RD N CHEHALIS,WA 98532 SEPTIC DESIGNER Adam Hunter-Jim Hunter and Phone: 360-753-1226 Associates Address: PO Box 162 OLYMPIA, WA 98507 Site Address: W Ford Loop Rd Primary Parcel Number: 619054450230 Permit Description: New OSS for single-family residence Permit Submitted Date: 03/09/2026 Permit Issued Date: 05/28/2026 Issued By: Jeff Wilmoth Current Permit Fees Paid: $570.00 (additional fees may be required upon installation of system). Permit Expiration Date: 03/17/2029 (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 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'/ FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STP' For Final Inspection visit: masoncountywa.gov/health/environmental/onsite/oss-inspection/ 360-427-9670, extension 400. OFFICIAL USE ONLY • . MASON COUNTY DATERECENED: O3/ J^ (QC > AMOUNT RECEIVED: //REECC/EIVED BY: ca U) Public Health & Human Services m Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.4000) O r Cn 415 N.6th Street-Shelton,WA 98584 SWG a6� cc c b Q ; Z Cl) ON-SITE SEWAGE SYSTEM APPLICATION m n APPLICANT PHONE Ill NW Green Homes- Rebecca Meister 3607400345 z C MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE 261 N Hamilton Rd ' ;n � Chehalis WA 98532 m SITE ADDRESS-STREET,CITY,ZIP CODE West Ford Loop Road + �,ci 98541 I > rpl NAME OF DESIGNER `� t PHONE I z ,� --I ADAM HUNTER 3607531226 O PHONE I NAME OF INSTALLER \ , O) -� TBD TBD ≤ o PERMIT TYPE(select one) DRINKING WATER SOURCE Q (O RESIDENTIAL OSS bkOMMUNITY OSS ❑JCOMMERCIAL OSS ❑ PRIVATE INDIVIDUAL WELL ❑ PRIVATE TWO-PARTY WELL Z I o v 1 TYPE OF WORK(select one) ❑ PUBLIC WATER SYSTEM NO ® NEW CONSTRUCTION/UPGRADES ❑ REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE X REPAIR SUBMITTALS ❑ SURFACING SEWAGE O EXISTING FAILURE ❑SHORELINE Q DESIGN FORM(REQUIRED) ❑� SEPTIC DESIGN(REQUIRED) BEDROOMS I LOT SIZE I WAS LOT CREATED AFTER 4/1/2025? r- I ❑ WAIVER(S)(IF APPLICABLE) 3 4.931 YES NO 0 DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) MATLOCK BRADY RD TO LEFT ON FORD LP TO SHARED DRIVE ON THE RIGHT JUST BEFORE THE I "END OF IMPROVED ROA " ro I SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURE SOURCE(for reporting purposes) o VOLUNTARY ❑MAINTENANCE/PUMPING O BUILDING PERMIT❑HOME SALE❑COMPLAINT ❑OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS Il SOIL CODES: RECORD DRAWING AND INSTALLATION REPORT V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL. IN PSOTOR SIGNATURE DATE APPLICATION EXPIRATION DATE AP EID TION APPROVED/ISSUED BY DATE 3- T? 2t1 TH O M AY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:01/09/2026 J DESIGN FORM—PAGE ONE Assessor's Parcel Number: A PIN OF 619054400020 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: SWQ C>— oodk3 Designer's Name: ADAM HUNTER Applicant's Name: NW Green Homes- Rebecca N Designer's Phone Number: 3607531226 Mailing Address: 261 N Hamilton Rd Designer's Address: PO BOX 162 Chehalis WA 98532 City State Zip OLYMPIA WA 98507 City State Zip Designer's Email JHANDASSOCIATES@HOTMAIL.( DESIGN PARAMETERS Treatment Device Glendon ®Sand Filter OMound Sand Lined Drainfield ©Recirculating Filter ❑ATU ❑Other Treatment Level(check all that apply): ❑ A 1 .1 B ❑ C ❑BL1 ❑BL2 ❑BL3 ❑E ❑N Drainfield Type ❑ Gravity VPressure O Trench V'Bed O Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class 40 Daily Flow: Operating Capacity 270 gpd Length 36 ft Daily Flow: Design Flow 360 gpd Diameter 1.25 in Septic Tank Capacity(working) 1200 gal Number 4 Receiving Soil Type(1-6) 1 Separation 2.5 ft Receiving Soil Appl.Rate 1 gpd/ft2 Orifices Required Primary Area 360 ft2 Total Number of Orifices 60 Designed Primary Area 360 ft2 Diameter 3/16 in Designed Reserve Area 360 ft2 Spacing 28 in Trench/Bed Width 10 ft Manifold Trench/Bed Length 36 ft Schedule/Class 40 Elevation Measurements Length 7.5 ft Original Drainfield Area Slope 0 % Diameter 2 in New Slope,If Altered 0 % Preferred manifold configuration used?OYes ONo Depth of Excavation Up-slope 48 in Transport Pipe from Original Grade Down-slope 48 in Schedule/Class 40 Designed Vertical Separation 18 in Length 90 ft Gravel-based Drainfield Required? QYes 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 4.5 ft Dose quantity 60 gal Drainfield Squirt Height/Selected Residual(head) 2 ft Chamber Capacity(flood) 1200 gal Uppermost Orifice • igher OLower than Pump Shutoff o ofgj,^ 1 checthose required. Capacity Total Pressure Head 35.171 Prr�f D Cl P ty @ gpm me a s Meter Event Counter Calculated Total Pressure Head 8.807 ft j If Titae P e :�0 ,Pump off 4 H RS Comments F� MASON COUNTY ENVIRONMENTAL HEALTH JN Revised: 6/11/2025 DESIGN FORM—PAGE TWO Assessor's Parcel Number:dA PTN OF 619054400020 Permit Number: SWG �p— OOO( DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch Test hole locations 9 Drainfield orientation and layout Reference depth from original grade: Soil logs V Trench/bed dimensions and V Septic tank Property lines critical distances within layout 0' Drainfield cover Existing and proposed wells V D-Box/Valve box locations Reference depth from original grade within 100 ft of property V Septic tank/pump chamber and restrictive strata: l Measurements to cuts,banks, and locations ' Laterals,trench bed,top and surface water and critical areas V Observation port location bottom Or 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 Observation ports/clean-outs orts/clean-outs primary system and reserve area � Lateral placement with distance to edge of bed Other Information V Buildings V Audible/visual alarm referenced Yes No V Direction of slope indicator V Scale of drawing shown on scale V 0 Design staked out V Waterlines bar V 0 Recorded Notices attached Roads, easements, driveways, V Elevation benchmark and relative V 0 Waiver(s) attached parking el 'ati o ,s of y to components Id 0 Pump curve attached North arrow and scale drawing L1 3) ; 0 Evaluation of failure shown on scale bar Non-residential justification MAY 28 2026 0 ❑ Waste strength MASON COUNTY v 0 ❑ Flow DESIGNJ&2OVAL TH The undersigned designer must be notified by installer at time of installation ®Yes O No 3/6/26 Signature of De gner 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 lations: EnviromeaHealth Specialist Date CAUTION: DESIGN APPROVL 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: ✓ 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#: A PIN OF 619054400020 DATE SUBMITTED: 03/04/26 LEGAULOT#: LOT 3 SUBMITTED BY: ADAM HUNTER APPLICANT: REBECCA MEISTER ADDRESS: CALVIN DAHL NW GREEN HOMES I.CALCULATIONS NUMBER OF BEDROOMS= 3 RESIDENTIAL GPD FLOW= 360 IF NON-RESIDENTIAL-GPD FLOW WILL BE AS FOLLOWS: GPD= APPLICATION RATE= 1 GPD/FT2 REDUCTION=LEAVE BLANK IF NOT USED DRAINFIELD SIZING ABSORPTION AREA= 360 FT2 TRENCH LENGTH OR BED CONFIG.= I0FTX36FT SAND LINED BED II.WATERPROOF SEPTIC TANK COMPOSITION AND SIZE= 1200 GAL.CONCRETE NEW OR EXISTING= NEW III.DRAINFIELD CROSS SECTION DEPTH TO DRAINROCK BOTTOM= 2'-0" ROCK DEPTH BELOW PIPE= 0 -6" SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE MATERIAL/SEASONAL SATURATION= >1'-6" FILL DEPTH= 1,-U" TRENCH WIDTH= 10'-0" IV.PUMP REQUIREMENT DOSING VOLUME IN GALLONS= 60 NUMBER OF DOSES PER DAY= 6 V.PRESSURE CALCULATIONS USING PIPE CLASS= 0 ORIFICE DIAMETER= X16 � �j�'J © rq MAY 282026 8 2026 MASON COUNTY ENVIRONMENTAL HEALTH 03//04/26 ADAI.I J.HUNTER f4 PAGE 2 LATERAL#1= SQUIRT HEIGHT(FT)= 2.00 (NOTE(1):ORIFICE DISCHARGE RATE_(11.79)X(ORIFICE DIAMETER)SQ2 X SQ ROOT OF(TOTAL PRESSURE HEAD) ORIFICE DISCHARGE RATE= 0.58618 LATERAL LENGTH IN FEET= 36.00 ORIFICE SPACING= 2'4" DISTANCE FROM END CAP= 12" NUMBER OF HOLES= 15 LATERAL DISCHARGE RATE= 8.793 LATERAL#2= SQUIRT HEIGHT(FT)= 2.00 ORIFICE DISCHARGE RATE= 0.58618 LATERAL LENGTH IN FEET= 36.00 ORIFICE SPACING= 24" DISTANCE FROM END CAP= 12" NUMBER OF HOLES= 15 LATERAL DISCHARGE RATE= 8.793 LATERAL#3= SQUIRT HEIGHT(FT)= 2.00 ORIFICE DISCHARGE RATE= 0.58618 LATERAL LENGTH IN FEET= 36.00 ORIFICE SPACING= 24" DISTANCE FROM END CAP= 12" NUMBER OF HOLES= 15 LATERAL DISCHARGE RATE= 8.793 LATERAL#4= SQUIRT HEIGHT(FT)= 2.00 ORIFICE DISCHARGE RATE= 0.58618 LATERAL LENGTH IN FEET= 36.00 ORIFICE SPACING= 24" DISTANCE FROM END CAP= 12" NUMBER OF HOLES= 15 LATERAL DISCHARGE RATE= 8.793 LENGTH DIAMETER FLOW FRICTION LOSS SECTION (FT) (IN) (GPM) (FT) AB 90.00 2.00 35.171 1.882 BC 1.25 2.00 17.585 0.007 CD 2.50 2.00 8.793 0.004 DE 36.00 1.25 8.793 0.414 TOTAL= 2.307 "TOTAL HEAD LOSS " 1)FRICTION LOSS THROUGH SYSTEM= 2.307 2)ELEVATION DIFFERENCE = 4.500 3)RESIDUAL = 20 03/04/26 M MAY 2 202_ ₹,; h Ty ENV/RO ETA �'1 e � nLTy ADAM J.IIUNTER MYERS ME3 Capacity titers par minute 0 50 100 1S0 200 250 - 1 40 12 b pea �I s ,S 4 � f 0 i 0 0 10 20 30 40 50 60 70 Capacity galLons per minute O31Q4/26 � �.. . .�` �MENTAL HALTN AOAV J.HUNTER '• SZI.Cl\�'1�L9t1��A. NOTES: RESTRICTIVE LAYER BELOW: 80" SCALE: 1" = 100FT 324.3 • FIVE TIMES RULE MET 111 • ELAPSE TIME METER AND EVENT COUNTER REQUIRED • RISERS TO SURFACE REQUIRED OVER ALL TANK LIDS • OPERATION CAPACITY OF THE SYSTEM IS 270 GPD �T 8 // // r -7 SOIL LOGS: 1 �L /// 8) VERY GRAVELLY SANDY LOAM 0-24" EXTREMELY GRAVELLY COARSE SAND 24-80" LOT 3 // // 9 9) VERY GRAVELLY SANDY L OAM 0-24" /// / EXTREMELY GRAVELLY COARSE SAND 24-80" / 11 7 N SEE DETAIL TANK DETAIL-NO SCALE 66-2 5 CLFANO(JT UDWITH GASTIGHT SEAL _ ON 2C'ACCESS RISERS/ 662.3 ON 2C'ACCESS USERS LIBD PTOOIGHT SELL BOX GRAD \ / \ / \ FlNISH GRAOE TSERADED ICEVAL E //�\ `v{+ /) N SERVICE VALVE 5 Too I FIELD FROM SEW A E WISH TANK MFLOAT \ 1 \ SOURCE "ER INDEPENDENT FLOAT STEM FORFLOATMOUNTING T ROFF FLOAT HECK VALVE 3 Q \ APPROVED EFFLUENT R UNDANT OFF AT PUMP PUMP ON BLOCK ORIICSHROUD 6 4 CONTOUR LINES PER GIS,REFER TO APPLICATION FOR PROPERTY ACREAGE. I \ NAVD88 ELEVATION IS UNKOWN 10 \ SCALE: 1" - 30FT THIS IS NOT A SURVEY: 10 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 and construction of the proposed septic system design.Hunter Septic Design recommends that a licensed professional land surveyor always be used to set corners, 12 03/.04/26 establish lot lines,determine elevations and topography and/or provide a legal site plan. TVSU A fee may be charged for final inspection and record drawings 1O PROPOSED 3 BDRM RES REVISION LOG: 2 1 0 / O `• '"'^` 2 PROPOSED WELL VERSION-DATE �. 323.2 \� O PROPOSED DRIVE LIc wIz 'AOA(.IJ.IIUNTER •�°1`.Ii •1111 5'1:L. VI .,.:sssI I O PROPOSED STUBOUT/CLEANOUT(IE.-98.0) PROPOSED SEPTIC TANK(IN.EL.-97.5/OUT.EL.-97.2) MATLOCK BRADY RD TO A LEFT ON W FORD LP TO SHARED DRIVE ON DESIGNER: THE RIGHT JUST BEFORE THE"END OF IMPROVED ROAD". JIM HUNTER HUNTER & ASSOC _______5.__ O PROPOSED PUMP CHAMBER(PUMP EL.-94.0) ADAM HUNTER PO Box 162/Olympia,WA 98507 7O 90'-2"PVC TIGHTLINE(SCH40) 360-890-2778/desi ns hunterse tic.com SITE ADDRESS: II 8O PROPOSED DRAINFIELD(10FTX36FT BED -IE.-98.5) SEPTIC SYSTEM DESIGN FOR: XX W FORD LP RD SITE LEGAL: 10FTX36FT RESERVE AREA REBECCA MEISTER/CALVIN DAHL . �a LOT 3 10 WATERLINE QI ° �O PARCEL NUMBER: SITE/PERMIT#: =PAMY 2 8 2026 11 RBM IS GROUND EL.@ TH9(RBM=100.0)S0N00UNTY ROHMv P ° A PTN OF 619054400020 ENVI ENT ACCESS/UTILITY 12 ACCESS/UTILITY ESMT jg3 W AL HEALTH GENERAL CONSTRUCTION NOTES (SAND BED): 4" PORT BED DIMENSIONS: 11 FT x 37FT TO OUTSIDE OF SAND(BED SIZE INSIDE OF SAND COLLAR IS 10FTX36FT) ORIGINAL GRADE BED DEPTH: 4'-0" BACKFILL: APPROVED EXCAVATED MATERIAL o„ Y SAND/SANDY LOAM PVC INSPECTION PVC PERF PIPE SAND: ASTM C-33 GRAVEL: 3/4"TO 2 1/2"WASHED DRAINROCK O SEPTIC TANK: NEW 1200GAL. WATER TIGHT TANK a 2"WASHED DRAINROCK PUMP CHAMBER: NEW 1200GAL. WATER TIGHT TANK PUMP MODEL: MYERS ME3F SET TO PUMP AT 60 GALLON INTERVALS 6" CHECK VALVE AND HIGH LEVEL ALARM REQUIRED 4„ .. 1,.3,i 2'-s" 18"TO SQUIRT HEIGHT: 24" (minimum) : .$ RESTRICTIVE NOTE: PLACE ORIFICE AT 3 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 r _l PUMP(A)TO BE CONTROLLED BY TIMER SET TO DOSE 60 GALLONS,IF o�� AVAILABLE.EVERY 4 HOURS BASED ON MEASURED PUMP OUTPUT RATE tvP NOTE:END OF EACH LATERAL IS TO HAVE A SWEEP 90 WITH RISERS ARE REQUIRED TO OR ABOVE FINISHED GRADE OVER TANK LIDS. `Q� 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 � 3/16" RISER. ORIFICE �� 1.25" PVC PIPE GENERAL NOTESSCH40 1. ANY VARIATIONS TO THIS DESIGN SHALL FIRST BE APPROVED BY JIM HUNTER&ASSOCIATES 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. 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. TT p 5. USE OF SOME RESERVE DRAINFIELDS MAY NECESSITATE PUMP,SAND FILTER,MOUND OR PRETREATMENT INSTALLATIONS. JIM HUNTER & ASSOC 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 PO Box 162/Olympia,WA 98507 03/Qqq DRAINFIELD CAUSING PREMATURE DRAINFIELD FAILURE AND COSTLY REPAIRS. EI 360 890 2778/desi nshunterseptic.com SITE ADDRESS: WFORD LP RD 7. ALL REQUIRED TESTS SHALL BE SUCCESSFULLY RUN PRIOR TO CALLING JIM HUNTER&ASSOCIATES FOR FINAL INSPECTION,ALL SEPTIC SYSTEM DESIGN FOR: COMPONENTS,INCLUDING TANK ACCESS LIDS MUST BE ACCESSIBLE FOR INSPECTION.CONTRACTOR SHALL BE RESPONSIBLE FOR '' REBECCA MEISTER/CALVIN DAHL COST OF RETURN INSPECTIONS DUE TO FAILED TESTS OR INACCESSIBLE COMPONENTS. SITE LEGAL: LOT3 8. THIS ISA SPECIAL DESIGN DUE TO ADVERSE SOIL CONDITIONS,GROUNDWATER TABLE AND/OR TOPOGRAPHY.JIM HUNTER& 'r PAGE: •' HDAr.u.liUNTER ASSOCIATES HAS DESIGNED THIS SYSTEM IN ACCORDANCE WITH ALL STATE AND COUNTY HEALTH DEPARTMENT REQUIREMENTS AND 'ni`.I'�i:)E"i1Si :A' "' PARCEL NUMBER: SITE/PERMIT#: 2 OF 2 „� n: ASSUMES NO RESPONSIBILITY FOR ITS USE OR LONGEVITY.THE OWNER THEREFORE AGREES TO MAINTAIN AND MAKE ALL NECESSARY A PTN OF 619054400020 REPAIRS TO THE SYSTEM AT NO COST TO JIM HUNTER&ASSOCIATES.