Loading...
HomeMy WebLinkAboutSWG2026-00023 - SWG Application / Design - 1/26/2026 415 N 6TH STREET,SHELTON,WA 98584 • M ASO N CO U N TY 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: SWG2026-00023 APPLICANT HESS DANIEL&SARA Phone: 1-360-790-8007 Address: 18623 ELDERBERRY ST SW ROCHESTER,WA 98579 OWNER HESS DANIEL&SARA Phone: 1-360-790-8007 Address: 18623 ELDERBERRY ST SW ROCHESTER, WA 98579 SEPTIC DESIGNER JIM HUNTER* Phone: 360-753-1226 Address: PO BOX 162 OLYMPIA, WA 98507 Site Address: SE Wellswood Way Primary Parcel Number: 319024100030 Permit Description: New 4BR SFR Pressure w/Class b VS waiver Permit Submitted Date: 01/26/2026 Permit Issued Date: 03/25/2026 Issued By: Jeff Wilmoth Current Permit Fees Paid: $570.00 (additional fees may be required upon installation of system). Permit Expiration Date: 02/03/2029 (based on date of inspection) Permit Conditions: 1 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. OFFICIAL USE ONLY MASON COUNTY DATE RECEIVED: ,w� I�� .I� U `r cn v C Cl) AMOUNT RECEIVED RECEIVED BY: Public Health & Human Services 5-7,o ®top oFF 00 N Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 0 415 N.6th Street-Shelton,WA 98584 S W G — OO 3 O 2 Z Cl) ON-SITE SEWAGE SYSTEM APPLICATION m n APPLICANT PHONE n DAN HESS 360 827-0038 z MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE 18623 ELDERBERRY ST SW ROCHESTER WA 98579 m SITE Ss STREET, 3 SE WELLSWOOD WAY SHELTON WA 98584 NAME OF DESIGNER �•, PHONE CD JIM HUNTER �` 360 753-1226 I oN NAME OF INSTALLER �'d1 PHONE 0 IL PERMIT TYPE(select one) ,. DRINKING WATER SOURCE N 0 tlJ RESIDENTIAL OSS E}COMMUNITY OSS IECOMMERCIAL OSS PRIVATE INDIVIDUAL WELL ILIJ PRIVATE TWO-PARTY WELL Z I O TYPE OF WORK(select one) Q.i PUBLIC WATER SYSTEM FE',.NEW CONSTRUCTION/UPGRADES IIITREPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE X REPAIR SUBMITTALS ❑ SURFACING SEWAGE ❑ EXISTING FAILURE O SHORELINE FIDESIGN FORM(REQUIRED) I (.'SEPTIC DESIGN(REQUIRED) BEDROOMS I LOT SIZE I WAS LOT CREATEDAFTER4/1/20257 I- I 0 5'.WAIVER(S)(IF APPLICABLE) 4 4.91 ❑ YES NO 0 DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) LYNCH RD, LEFT AT WELLSWOOD TO LOT ON LEFT. FOLLOW EXCAVATOR TRAIL I TO TEST PITS. LOGY . o 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) ❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑HOME SALE ❑COMPLAINT ❑OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS )(a 174 RECORD DRAVVING AND INSTALLATION REPORT SOIL CODES: V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINALAPPROVAL. INS CTOR SIGNATURE ATE APPLICATION EXPIRATION DATE P (CATION APPROVED/ISSUED BY DATE THIS R BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:4/14/2025 f � DESIGN FORM—PAGE ONE Assessor's Parcel Number: 31902-41—O00003x- -- 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 � _0r 5)esigner's Name: JIM HUNTER Applicant's Name: DAN HESS Designer's Phone Number: 3607531226 Mailing Address: 18623 ELDERBERRY ST SW Designer's Address: PO BOX 162 ROCHESTER WA 98579 City State Zip OLYMPIA WA 98507 City State Zip Designer's Email JHANDASSOCIATES@HOTMAIL.COM DESIGN PARAMETERS Treatment Device ❑ Glendon ❑ Sand Filter ❑Mound ❑ Sand Lined Drainfield ❑Recirculating Filter ❑ATU ❑Other Treatment Level(check all that apply): J A J B J C J BL1 .J BL2 J BL3 J E J N Drainfield Type ❑ Gravity Pressure 'Trench ❑Bed O Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 4 Schedule/Class SCH40 Daily Flow: Operating Capacity '3(Q® gpd Length 55 ft Daily Flow:Design Flow 4`SO gpd Diameter 1 1/2 in Septic Tank Capacity(working) 1250 gal Number 5 Receiving Soil Type(1-6) Separation ft Receiving Soil Appl.Rate 0.6 gpd/ft2 Orifices Required Primary Area UU U 3 ft2 Total Number of Orifices 140 Designed Primary Area 8'L.S ft2 Diameter 1/8 in Designed Reserve Area ' U l ft2 Spacing 24 in Trench/Bed Width 3 ft Manifold Trench/Bed Length 275 ft Schedule/Class SCH40 Elevation Measurements Length 6 ft Original Drainfield Area Slope ' l i % Diameter 2 in New Slope,If Altered j A % Preferred manifold configuration used? Gd'Yes 0 No Depth of Excavation Up-slope L-C.." in Transport Pipe from Original Grade Down-slope in Schedule/Class SCH40 Designed Vertical Separation 12 in Length 60 ft Gravel-based Drainfield Required? ❑Yes E1 No Diameter 2 in Pump Required? 'Yes ❑No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 6 Diff. in Elevation Between Pump&Uppermost Orifice 3 ft Dose quantity 80 gal Drainfield Squirt Height/Selected Residual(head) 5 ft Chamber Capacity(flood) 1250 gal Uppermost Orifice I 'Higher O Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 57.670 gpm 'Timer E2'Elapse Meter 'Z1 Event Counter Calculated Total Pressure Head 11.761 ft If Timer: Pump on tO , , unpoff o 6 CommentsP U I t '> MAR 25 5 2026 4�` , t;A3cN GOUN1 r Lev I 1ev Seb:H/�'4/7h025 Jew DESIGN FORM—PAGE TWO Assessor's Parcel Number: 31902-41-00030-- -- Permit Number: SWG_ 2C) &p- oC O DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch E�1 Test hole locations E Drainfield orientation and layout Reference depth from original grade: Soil logs M' Trench/bed dimensions and Ed Septic tank Property lines critical distances within layout E ' Drainfield cover Existing and proposed wells ' D-Box/Valve box locations Reference depth from original grade within 100 ft of property Septic tank/pump chamber and restrictive strata: E;Z Measurements to cuts,banks,and locations 9' Laterals,trench/bed,top and surface water and critical areas 6 ' Observation port location bottom E ' Location and orientation of F2' Clean-out location Curtain drain collector curtain drain and all absorption M' Manifold placement E ' Sand augmentation components Orifice placement Other cross-section detail: EZ Location and dimension of I1 Lateral placement with distance IS3' Observation ports/clean-outs primary system and reserve area to edge of bed E21' Buildings Other Information Audible/visual alarm referenced Yes No Direction of slope indicator ET Scale of drawing shown on scale � 0 Design staked out E�( Waterlines bar 0 0 Recorded Notices attached Roads,easements,driveways, Elevation benchmark and relative 0 0 Waiver(s)attached parking elevations of system components Ed 0 Pump curve attached lZ North arrow and scale drawing 0 0 Evaluation of failure shown on scale bar Non-residential justification ❑ ❑ Waste strength ❑ ❑ Flow DESIGN APPROVAL The undersigned designer must be notified i s er t' e of installation 0 Yes i ( No `t -')_S Signatur f esigner 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-si re lations: Envir nm a ealth Specialist Date CAUTION: DESIGN APPRO AL 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: _2..__— '7 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. /�}P' (' L' p p © .314 This form may be scanned and available for public view on the Maso Cb"i'nty VrVel3 Si . 7ised:fr l J025 MASON COUNTY ENVIRONMENTAL HEALTH Ja PAGE 1 MASON COUNTY HEALTH DEPARTMENT ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN SITE#: PARCEL#: 31902-41-00030 DATE SUBMITTED:12/4/2025 LEGAL/LOT#: TRACT 3 AFN 503522 SUBMITTED BY: JIM HUNTER APPLICANT: DAN HESS ADDRESS: 18623 ELDERBERRY ST SW ROCHESTER,WA 98579 I.CALCULATIONS NUMBER OF BEDROOMS= 4 RESIDENTIAL GPD FLOW= 480 IF NON-RESIDENTIAL-GPD FLOW WILL BE AS FOLLOWS: GPD= APPLICATION RATE= 0.6 GPD/FT2 REDUCTION=LEAVE BLANK IF NO REDUCTION TAKEN DRAINFIELD SIZING ABSORPTION AREA= 825 FT2 TRENCH LENGTH OR BED CONFIG.= 275 FT II.WATERPROOF SEPTIC TANK COMPOSITION AND SIZE= 1250 GAL.CONCRETE NEW OR EXISTING NEW III.DRAINFIELD CROSS SECTION DEPTH TO DRAINROCK BOTTOM= GRAVELLESS CHAMBERS ROCK DEPTH BELOW PIPE= GRAVELLESS CHAMBERS SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE MATERIAL/SEASONAL SATURATION= >1'-0" FILL DEPTH= 1'-0" TRENCH WIDTH= 3 -0' IV.PUMP REQUIREMENT DOSING VOLUME IN GALLONS= 80 NUMBER OF DOSES PER DAY= 6 V.PRESSURE CALCULATIONS USING PIPE CLASS 40 ORIFICE 1/8 c/(- L 4 tC� Ste •~` f') (,i. S1 )273 AM ESL , R J( rEs: 022 MAR 25 5 202 MASON COUNTY ENVIRONMENTAL HEALTH JN PAGE 2 LATERAL#1 = SQUIRT HEIGHT(FT)= 5.00 (NOTE(2):ORIFICE DISCHARGE RATE=(11.79)X(ORIFICE DIAMETER)SQ2 X SQ ROOT OF(TOTAL PRESSURE HEAD) ORIFICE DISCHARGE RATE= 0.41193 LATERAL LENGTH IN FEET= 55.00 ORIFICE SPACING= 2 0" DISTANCE FROM END CAP= 06" NUMBER OF HOLES= 28 LATERAL DISCHARGE RATE= 11.534 LATERAL#2= SQUIRT HEIGHT(FT)= 5.00 ORIFICE DISCHARGE RATE= 0.41193 LATERAL LENGTH IN FEET= 55.00 ORIFICE SPACING= 2'0" DISTANCE FROM END CAP= 0'6" NUMBER OF HOLES= 28 LATERAL DISCHARGE RATE= 11.534 LATERAL#3= SQUIRT HEIGHT(FT)= 5.00 ORIFICE DISCHARGE RATE= 0.41193 LATERAL LENGTH IN FEET= 55.00 ORIFICE SPACING= 2'0" DISTANCE FROM END CAP= 06" NUMBER OF HOLES= 28 LATERAL DISCHARGE RATE= 11.534 LATERAL#4= SQUIRT HEIGHT(FT)= 5.00 ORIFICE DISCHARGE RATE= 0.41193 LATERAL LENGTH IN FEET= 55.00 ORIFICE SPACING= 20" DISTANCE FROM END CAP= 06" NUMBER OF HOLES= 28 LATERAL DISCHARGE RATE= 11.534 LATERAL#5= SQUIRT HEIGHT(FT)= 5.00 ORIFICE DISCHARGE RATE= 0.41193 LATERAL LENGTH IN FEET= 55.00 ORIFICE SPACING= 2'0" DISTANCE FROM END CAP= 0'6" NUMBER OF HOLES= 28 LATERAL DISCHARGE RATE= 11.534 r'. h . o 9' 51 W273 �� JAMES R.hVffER _ LICEMSF..D DESI/GNER 2fl MAR 25 2525 . MASON COUNTY IRON MENTAL MENTgL HEALTH VU3� PAGE 3 LENGTH DIAMETER FLOW FRICTION LOSS SECTION (FT) (IN) (GPM) (FT) AB 60.00 2.00 57.670 3.1322 BC 1.00 2.00 34.602 0.0203 CD 1.00 2.00 23.068 0.0096 DE 40.00 2.00 11.534 0.1063 EF 55.00 1.50 11.534 0.4929 TOTAL= 3.7613 **TOTAL HEAD LOSS ** 1)FRICTION LOSS THROUGH SYSTEM= 3.761 2)ELEVATION DIFFERENCE = 3.000 3)RESIDUAL = 5.000 TOTAL= 11.761 51 M)273 `f� (� JAMES R.WUAffFR ppovIt LICENSED f3E5lGh}Et2 us EXNM?E S: 03/22/.LG MAR257J' MASON COUNTY ENVIRONMENTAL HEALTH MYERS ME45 SERIES CAPACITY LITERS PER MINUTE 0 50 100 I50 200 250 300 350 I 50 S 40 12 M�1$ 30 �fIP 9 Z 20 61 oO 10 3 0 0 0 10 20 30 40 50 60 70 80, 90 100 CAPACITY GALLONS PER MINUTE itf 5100273 \ O _ JAMES t Hu 4ThR LICENSED f3ESiCaF4ER 9 EXHr± s: ii ! ONOOU N�V EN�IRONMENIALHEALIH MAS j� � s r i . 4 \ L L CSR. , _� .'Q�t� M OAT S �1Z\�G ' - - —�-s J�3 0.—� — I �. 4-T...�Zna?:�?_rS_l!>a'1'• r�a��__—_����� -- ----- Hr \ i l_.T. �Zs�i IM0_"�L_S.L6.'..C___I'--�--1.°,.�Je------.._._.. •• ._..--- ---..._...__-r_.— 0 \ I 4 �2 ( / / 33� 3 co3 ^�► � — — 'N �e0 L + — � ra j 4c ' /Lc, '•,� 3 L ti� k\ \ \ :. \ '.' 510)273 LAMES R HUNTER _ 7/ I LICENSED DESIGNER EXPRES: 03/22/'x•-G _ 03 C. L". ,. �,\ \ }t. sEe�aEo uaw xcAS NeN EE.0 ,'i-., F�' :�a>+,erEa Tx�Arkov«� \ -\ -'. �—Jl. � �'..� ,.:--i •ceeu wens .¢Esc Emrn t, \ - \O •O 1• _ '1, _ FlNi5HGM0E FWISHGanGE C-vK.£ P3GY SEPTIC iPNN ti +•S�4���-4.%*�—•�`VK� /� \�'-�\ \ �� ��,�� — aa�LFlvwtSSWacE FlDATxO Yni ncxwAiB:uww F1GIGflYV SIOW.E unEPex0art F18, - - ' PiL OVEO NOImxLlaGii OEG w0RW vGY.@ ,���•— � \ \ S � FlmExT �uov�Avc�i \\\\ >l ^ _ \ ti•l `�`� �''v•••_•.� smuensann CXEG1v4eE ^�h. •'V. \ l;�'Y '�� , / '`"-- �T�,��`�„• SEPTIC TANK PUMP CHAMBER(TYPICAL) .__ �. h`..J 4arC'�\ — - _i '`+-1 �'^.�'+1� '"• (TYPICAL) 9 A FEE WILL BE CHARGED AFTER INSTALLATION FOR FINAL INSPECTION&RECORD DRAWING ' • LYNCH RD, LEFT AT WELLSWOOD TO LOT ON LEFT. JIM HUNTER AND ASSOCIATES `\ . sA "`� P.O.BOX 162, OLY,WA 98507 753-1226 JHANDASS0CIATES@H0TMAII.00M ,� `' �_ FOLLOW EXCAVATOR TRAIL TO TEST PITS. DESIGNER-JIM HUNTER SEPTIC SYSTEM DESIGN FOR- e' DAN HESS \ = M� X. SITE ADDR- �`' 3 SE WELLSWOOD WAY MAR 25 LEG AL : ' TRACT 3 AFN 503522 OF --MASON COUNTY ENVIRONMENTAL HEALTH TP# SITE# • 31902-41-00030 �4 3 SE WELLSWOOD WAY 4" PVC INSPECTION PORT GENERAL CONSTRUCTION NOTES O LOAMY SAND/SANDY LOAM ORIGINAL GRADE TRENCH LENGTH - 275 FT - FILTER FABRIC TRENCH WIDTH - 3'-0" TRENCH DEPTH - 1'-0"BELOW OG TRENCH SEPARATION - 6'-0" ON CENTER 1' GRAVELLESS CHAMBER - " BACKFILL- APPROVED EXCAVATED MATERIAL co): 1 1/2"PERF PVC PIPE GRAVEL- N/A SEPTIC TANK- NEW 1250 GAL.WATER TIGHT TANK ( CLASS SCH40) PUMP CHAMBER- 1250 GALO.WATER TIGHT 3' -0" PUMP MODEL- MYERS ME45 SET TO PUMP AT 80 GAL. INTERVALS. CHECK VALVE AND HIGH LEVEL ALARM REQUIRED Z. NOTE: PLACE ORIFICE AT12 O'CLOCK USE"T"TO"T"TYPE CONSTRUCTION TRENCH SECTIONNO SCALE NOTE: ALL FOOTING DRAINS, ROOF DRAINS,AND STORWATER RUN-OFF CJ'•J' Yr MUST BE DIVERTED AWAY FROM ANY SEPTIC SYSTEM COMPONE T � t /�" n o?�� RESTRICTIVE LAYER sP - tf z tij 5 t3 ?' °i' S1273 Vii\ µ q�TH 0, JAMES R FStAdTER LICE •— 1 NSED DESIGNER y ENV1R0t��ENTA�NE, s.A %E I EX€ FS: 0_122/!_; NOTE:END OF EACH LATERAL IS TO HAVE A SWEEP 90 I RISERS ARE REQUIRED TA�6 OVE FINISHFRADE WITH THREADED END CAP TO JUST BELOW FINISHED GRADE OVER TANK LIDS. IF GROUNDWATER OVER THE TOP OF AND SHALL BE MARKED BY BURIED REBAR SECTION FOR I THE TANKS IS A CONCERN,THEN RISERS MUST BE PLACED TO DRAINFIELD PRESSURE LATERALS FUTURE LOCATING WITH METAL DETECTOR OVER ALL TANK LIDS TO THE SURFACE. THE RISERS MUST BE SEALED WATERTIGHT AT THE JOINT BETWEEN 1/8" HOLES TANK AND THE RISER NOT T FLOW CONTROL VALVE 1 1/2" PVC PIPE GENERAL ES CLASS SCH40 ANY VARIATIONS TO THIS DESIGN SHALL FIRST BE APPROVED BY JIM HUNTER AND ASSOCIATES AND THE COUNTY SANITARIAN. E3 RISER WITH LOCKING LID OWNER INSTALLER SHALL NOT REMOVE OR DISTURB ANY TOP SOIL WHILE CLEARING TREES AND STUMPS IN DRAINFIELD AREA. REMOVAL OF TOP SOIL COULD RENDER THE SITE UNUSABLE. TYPICAL CONSTRUCTION OWNER SHALL BE AWARE OF THE POSSIBILITY OF TANKS FLOATING OUT OF THE GROUND SHOULD THE TANKS BE PUMPED DRAINFIELD CONTROL BOX O 1 1/2" PVC PERF PIPE DETAIL EMPTY DURING SEASONAL HIGH WATER TABLE CONDITIONS. NO SCALE NO SCALE ALL CONSTRUCTION MATERIALS AND THE INSTALLATION OF THIS DESIGNED SEPTIC SYSTEM SHALL CONFORM TO ALL APPLICABLE STATE AND COUNTY HEALTH DEPARTMENT REQUIREMENTS. USE OF SOME RESERVE DRAINFIELDS MAY NECESSITATE PUMP AND/OR SAND FILTER INSTALLATIONS. THE ADDITION OF AN APPROVED EFFLUENT FILTER IN THE SEPTIC TANK IS REQUIRED TO ENSURE THAT SOLIDS DO NOT JIM HUNTER AND ASSOCIATES P.O. BOX 162, OLY,WA 98507 753-1226 JHANDASSOCIATES@HOTMAIL.COM PASS TO THE DRAINFIELD CAUSING PREMATURE DRAINFIELD FAILURE AND COSTLY REPAIR. PUMP TO BE CONTROLLED BY TIMER SET TO DESIGNER-JIM HUNTER ALL REQUIRED TESTS SHALL BE SUCCESSFULLY RUN PRIOR TO CALLING JIM HUNTER&ASSOCIATES FOR FINAL (A)TO INSPECTION. ALL COMPONENTS,INCLUDING ALL TANK ACCESS LIDS MUST BE ACCESSIBLE FOR INSPECTION. DOSE 80 GALLONS IF AVAILABLE EVERY 4 HOURS SEPTIC SYSTEM DESIGN FOR- CONTRACTOR SHALL BE RESPONSIBLE FOR COST OF RETURN INSPECTIONS DUE TO FAILED TESTS OR INACCESSIBLE I DAN HESS COMPONENTS BASED ON MEASURED PUMP OUTPUT RATE SITE ADDR- THISISASPECIALDESIGNDUETOADVERSESOILCONDITIONS,GROUNDWATER TABLE AND/OR TOPOGRAPHY. JIM 3 SE WELLSWOOD WAY HUNTER&ASSOCIATES HAS DESIGNED THIS SYSTEM IN ACCORDANCE WITH ALL CURRENT STATE AND COUNTY HEALTH DEPARTMENT REQUIREMENTS AND ASSUMES NO RESPONSIBILITY FOR ITS USE OR LONGEVITY. LEGAL- TRACT 3 AFN 503522 OF THE OWNER THEREFORE AGREES TO MAINTAIN AND MAKE ALL NECESSARY REPAIRS TO THE SYSTEM AT TP# NO COST TO JIM HUNTER&ASSOCIATES. 31902-41-00030