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Home My WebLink AboutSWG2026-00099 - SWG Application / Design - 4/15/2026 MASON COUNTY 415 N 6TH STREET,SHELTON,97 ,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: SWG2026-00099 APPLICANT Hunter,Adam Phone: 360 753-1226 Address: 2201 93rd Ave SW Olympia, WA 98512 OWNER MILLER STANLEY& LINDA Phone: Address: 20 EAST DABOB PLACE SHELTON, WA 98584 SEPTIC DESIGNER ADAM HUNTER* Phone: 360-753-1226 Address: PO Box 162 OLYMPIA, WA 98507 Site Address: 51 E Dabob Rd Primary Parcel Number: 220075100047 New SFR 3-bedroom pressure system with bed drainfield and Permit Description: designated reserve drainfield Permit Submitted Date: 04/08/2026 Permit Issued Date: 04/16/2026 Issued By: David Anderson Current Permit Fees Paid: $570.00 (additional fees may be required upon installation of system). Permit Expiration Date: 04/13/2029 (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 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. J OFFICIAL USE ONLY MASON COUNT DATERECEIVED:• AMOUNT RECEIVED FIECENED BY: Cl) Public Health & Human Services _ v fli Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 W Cn 415 N.6th Street-Shelton,WA 98584 SING 1 _ Oc o V V z cn ON-SITE SEWAGE SYSTEM APPLICATION APPLICANT PHONE m Ill (- Ronald Lansing 3608744699 z C MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE 71 E Dalkeith Rd Shelton WA 98584 00 m SITE ADDRESS-STREET,CITY ZIP CODE �n X 51 East Dabob Road V ® Shelton WA 98584 I CD O NAME OF DESIGNER PHONE I C) ADAM HUNTER 3607531226 �-" O NAME OF INSTALLER PHONE o TBD TBD PERMIT TYPE(select one) DRINKING WATER SOURCE O RESIDENTIAL OSS COMMUNITY OSS COMMERCIAL OSS ❑ PRIVATE INDIVIDUAL WELL ❑ PRIVATE TWO-PARTY WELL Z I TYPE OF WORK(select one) ❑ PUBLIC WATER SYSTEM TIMBERLAKES ❑✓ NEW CONSTRUCTION/UPGRADES ❑REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE X REPAIR I SUBMITTALS ❑ SURFACING SEWAGE ❑ EXISTING FAILURE ❑SHORELINE w Q DESIGN FORM(REQUIRED) ❑l SEPTIC DESIGN(REQUIRED) BEDROOMS I LOT SIZE I WAS LOT CREATED AFTER 4/1/•20257 r I ❑ WAIVER(S)(IF APPLICABLE) 3 0.19 YES NO V 0 DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) E TIMBERLAKES TO A LEFT AT DABOB TO SITE ON THE RIGHT. I I- I 0 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) VOLUNTARY ❑MAINTENANCE/PUMPING❑ BUILDING PERMIT❑HOME SALE O COMPLAINT ❑OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS T :C)C _ 'o II t FS ,-it G1Ja ( Type 9) Fltl:d— LF5 it, bo ffopL C1) N3= U- Zo" LFS Res+ a+ zb'• t,rl cool- 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. INSPECTO SIGNATURE DATE APPLICATION EXPIRATION DATE APPL TION APPROVED/ISSUED BY DATE t//f� �6 �l l f 3 2� Z W6 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: 220075100047 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"X]7" PARCEL IDENTIFICATION Permit Number: SWG — Designer's Name: ADAM HUNTER Applicant's Name: Ronald Lansing Designer's Phone Number: 3607531226 Mailing Address: 71 E Dalkeith Rd Designer's Address: 2201 93RD AVE SW, STE A Shelton WA 98584 City State Zip OLYMPIA WA 98512 City State Zip Designer's Email ADAM@HUNTERSEPTICDESIGN.COM DESIGN PARAMETERS Treatment Device OGlendon OSand Filter OMound OSand Lined Drainfield QRecirculating Filter O ATU ❑Other Treatment Level(check all that apply): ❑ A ❑ B ❑C ❑BL1 ❑BL2 ❑BL3 E ❑N Drainfield Type � ❑ Gravity Pressure O Trench F'Bed O Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class 40 Daily Flow: Operating Capacity 270 gpd Length 25 &35 - ft Daily Flow: Design Flow 360 - gpd Diameter 1.25 - in Septic Tank Capacity(working) 1200 gal Number 8 Receiving Soil Type(1-6) 4 Separation 2.5 - ft Receiving Soil Appl.Rate 0.6 gpd/ft2 Orifices Required Primary Area 600 ft2 Total Number of Orifices 104 Designed Primary Area 600 ft2 Diameter 1/8 in Designed Reserve Area 600 - ft2 Spacing 28 in Trench/Bed Width 10 - ft Manifold / Trench/Bed Length 35 + 25 ft Schedule/Class 40 Elevation Measurements - Length 15 ft Original Drainfield Area Slope 4 % Diameter 2 in New Slope,If Altered 4 % Preferred manifold configuration used?®Yes ONo Depth of Excavation Up-slope 33 in Transport Pipe from Original Grade Down-slope 6 in Schedule/Class 40 Designed Vertical Separation >24 in Length 20 ft Gravel-based Drainfield Required? OYes ONo ® 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 ft Dose quantity 60 _ / gal Drainfield Squirt Height/Selected Residual(head) 5 ft Chamber Capacity(flood) .71200 gal Uppermost Orifice(2)Higher OLower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 42.840 gpm L ' Timer P1 Elapse Meter ®' Event Counter" Calculated Total Pressure Head 9.925 ft If Timer: Pump on 60 ,Pump off 4HRS Comments Revised: 6/11/2025 DESIGN FORM—PAGE TWO Assessor's Parcel Number:I220075100047 Permit Number: SWG QOle ' gO DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch V Test hole locations le 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 V 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: V Measurements to cuts,banks, and locations V Laterals,trench bed,top and surface water and critical areas V Observation port location bottom Location and orientation of V Clean-out location Id 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 � Buildings Other Information V Audible/visual alarm referenced Yes No V Direction of slope indicator V Scale of drawing shown on scale V O Design staked out V Waterlines bar V O Recorded Notices attached V Roads, easements, driveways, Elevation benchmark and relative V ❑ 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 O O Waste strength O ❑ Flow DESIGN APPROVAL The undersigned designer must be notified by installer at time of installation ®Yes O No Signature o Designer, Data Pp The undersigned has reviewed this design on behalf of Mason County Public Health and deternut compliance with state and local on-site lations: M4SoNc R 1�- W(5po z 6 Enviro a e l Health Specialist Date TY�JR�N�FNT q AC yFq� CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: Th' ✓ The design is stamped"Approved"by Mason County Public Health. ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: U ✓ 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#: 220075100047 TIMBERLAKES#8 DATE SUBMITTED: 4/7/2026 LEGAL/LOT#:TR 47 SUBMITTED BY: ADAM HUNTER APPLICANT: RONALD LANSING ADDRESS: I.CALCULATIONS NUMBER OF BEDROOMS= 3 RESIDENTIAL GPD FLOW= 360 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= 600 FT2 TRENCH LENGTH OR BED CONFIG.= I0FTX25FT AND 10FTX35FT BEDS II.WATERPROOF SEPTIC TANKS COMPOSITION AND SIZE= 1200 GAL.CONCRETE NEW OR EXISTING= NEW III.DRAINFIELD CROSS SECTION DEPTH TO DRAINROCK BOTTOM= 2'-9" ROCK DEPTH BELOW PIPE= 0'-6" SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE MATERIAL/SEASONAL SATURATION= >2'-0" FILL DEPTH= 2'-0" TRENCH WIDTH= 10'-0" IV.PUMP REQUIREMENT DOSING VOLUME IN GALLONS= 60 NUMBER OF DOSES PER DAY= 6 qP �igSONcoUN R IS2026 )y��RoNMFNT 04/,07/26 � A�HEqLTH AOA61 J.BUNTER PAGE 2 V.PRESSURE CALCULATIONS USING PIPE CLASS= 40 ORIFICE DIAMETER= 1/8 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= 35.00 ORIFICE SPACING= 2'5" DISTANCE FROM END CAP= 0'8" NUMBER OF HOLES= 15 LATERAL DISCHARGE RATE= 6.179 LATERAL#2= SQUIRT HEIGHT(FT)= 5.00 ORIFICE DISCHARGE RATE= 0.41193 LATERAL LENGTH IN FEET= 35.00 ORIFICE SPACING= 2'5" DISTANCE FROM END CAP= 0'8" NUMBER OF HOLES= 15 LATERAL DISCHARGE RATE= 6.179 LATERAL#3= SQUIRT HEIGHT(FT)= 5.00 ORIFICE DISCHARGE RATE= 0.41193 LATERAL LENGTH IN FEET= 35.00 ORIFICE SPACING= 2'5" DISTANCE FROM END CAP= 0'8" NUMBER OF HOLES= 15 LATERAL DISCHARGE RATE= 6.179 LATERAL#4= SQUIRT HEIGHT(FT)= 5.00 ORIFICE DISCHARGE RATE= 0.41193 LATERAL LENGTH IN FEET= 35.00 ORIFICE SPACING= 2'5" DISTANCE FROM END CAP= 08" NUMBER OF HOLES= 15 LATERAL DISCHARGE RATE= 6.179 RAsoN �4PR / c�U��F�V�Ro 206 p Jq �'a9FNrg4 HEA�r� 04/.07/26 2 :lute:f? ADAf2 J.RIINTCRf. ,• St7".CS\ �SZZ'4.A! PAGE 3 LATERAL#5= SQUIRT HEIGHT(FT)= 5.00 ORIFICE DISCHARGE RATE= 0.41193 LATERAL LENGTH IN FEET= 25.00 ORIFICE SPACING= 2'5" DISTANCE FROM END CAP= 0'6" NUMBER OF HOLES= 11 LATERAL DISCHARGE RATE= 4.531 LATERAL#6= SQUIRT HEIGHT(FT)= 5.00 ORIFICE DISCHARGE RATE= 0.41193 LATERAL LENGTH IN FEET= 25.00 ORIFICE SPACING= 2'5" DISTANCE FROM END CAP= 0'6" NUMBER OF HOLES= 11 LATERAL DISCHARGE RATE= 4.531 LATERAL#7= SQUIRT HEIGHT(FT)= 5.00 ORIFICE DISCHARGE RATE= 0.41193 LATERAL LENGTH IN FEET= 25.00 ORIFICE SPACING= 2'5" DISTANCE FROM END CAP= 0'6" NUMBER OF HOLES= 11 LATERAL DISCHARGE RATE= 4.531 LATERAL#8= SQUIRT HEIGHT(FT)= 5.00 ORIFICE DISCHARGE RATE= 0.41193 LATERAL LENGTH IN FEET= 25.00 ORIFICE SPACING= 2'5" DISTANCE FROM END CAP= 0'6" NUMBER OF HOLES= 11 LATERAL DISCHARGE RATE= 4.531 4Pp OVE: AP M4SONCO0 R 1 '�20Z6 TY D✓.4 NMENTAC HF ACTH 04/07/26 AEAGI J.IIUNTER PAGE 4 LENGTH DIAMETER FLOW FRICTION LOSS SECTION (FT) (IN) (GPM) (FT) AB 20.00 2.00 42.840 0.6024 BC 1.00 2.00 24.716 0.0109 CD 15.00 2.00 18.537 0.0959 DE 1.25 2.00 12.358 0.0038 EF 2.50 2.00 6.179 0.0021 FG 35.00 1.25 6.179 0.2094 TOTAL= 0.925 **TOTAL HEAD LOSS ** 1)FRICTION LOSS THROUGH SYSTEM= 0.925 2)ELEVATION DIFFERENCE = 4.000 3)RESIDUAL = 5.000 TOTAL= 9.925 �ASoN��UN R 1,x-2026 7YENLq 04/08/26 SiW=i1 ' AGAf,1 J.IIUNTEE S5J.S:1\ �IS:N: MYERS ME3 Capacity titers, per runts 0 so I ISO 20 2so - 4a - -2 __ __ __ __ 1U 30 - - i --- 10TTTTTTTT II 2 ti { 0 0 10 20 30 40 50 60 70 Capacity gaRRons per mnite 4Pp 414SoNc R ,r b QNNryFN��Ro 026 OJq N�'FNT4`y44 04/.07/26 if�;;�.�' �•.�aecyy. ;.• Ar,AL1 J.NUNTEli 11 PROPOSED 3 BDRM RES(SOLID LINE IS EDGE OF FOUNDATION NOTES: 11 • RESTRICTIVE LAYER BELOW: 72" 2O PROPOSED WATERLINE • FIVE TIMES RULE MET 98 SCALE: 1" -20FT PROPOSED DRIVE • ELAPSE TIME METER AND EVENT COUNTER REQUIRED g RISERS TO SURFACE REQUIRED OVER ALL TANK LIDS 1I 4O PROPOSED STUBOUT/CLEANOUT(IE.-99.0) • OPERATION CAPACITY OF THE SYSTEM IS 270 GPD 5O PROPOSED SEPTIC TANK(IN.EL.-98.5/OUT.EL.-98.2) SOIL LOGS: 1) FINE SAND ' , 0-72" 8 \ 66 PROPOSED PUMP CHAMBER(PUMP EL.-95.0) I 2 / _ 77 20'-2"PVC TIGHTLINE(SCH40) 2) FINE SAND 0-72" f I 10.0 \ - 35.0 (l E. -97.5) 127'7 8O PROPOSED VALVE BOX(IE.-99.0) \ T \ 3) FINE SAND 0-20" PROPOSED DRAINFIELD MOTTLING 20"+ 10 OSCAR II R/A(20FTX30FT) 4) Ir � � � 25;0 \ \ \ �/\I-96.0) 11 RBM IS GROUND EL.@ PROPERTY CORNER(RBM=98.0) 5) 82.2 J `� 6) 7 ^ \ 10.0 m ' \\ � 4/ / 0 / \ \ 7)23.8 ` O /� �� \ TANK DETAIL-NO SCALE / < / 10 CLEANOUT UD WITH GASTIGHT SEAL ON 24'ACCESE RISERS LID WITH GASTIGHT REAL ON 24'ACCESS RISERS WATERPROOF JUNCTION BOA\ 33.5 FlNISHGRADE SERVICEVALVE THREADED UNION T RAINFlELD FROMS TANK` SOURCE OPUMP �i / FROM SEWAGE HAMBER INDEPENDENTFLOATSTEM MFLOAT ` - FOR FLOAT MOUNTING v TM ROFF FLOAT "�� APPROVED EFFLUENT F L ER HECK VALVE 10`(� \ / E UNDANT OFF AT PUMP ON BLOCK PUMP \ ` ON.SHROUD 3 67 // 45.2 CONTOUR LINES PER GIS, REFER TO APPLICATION FOR PROPERTY ACREAGE. NAVD88 ELEVATION IS UNKOWN 98 THIS IS NOT A SURVEY: site features,topography,elevations and benchmarks are based on assumed datum 61 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, 04/07/26 establish lot lines,determine elevations and topographyand/orprovide a legal site plan. 9 P A fee may be charged for final inspection and record drawings REVISION LOG: i'*r VERSION-DATE OJ, '✓/£`A/ ADAf.,J.IIUNTEft ' 14� rrcar5: E TIMBERLAKES DR TO A LEFT ON DABOB TO SITE ON THE LEFT. HUNTER SEPTIC DESIGN DESIGNER: ADAM HUNTER PO Box 162/Olympia,WA 98507 360-890-2778/adam@huntersepticdesign.com SITE ADDRESS: SEPTIC SYSTEM DESIGN FOR: 51 E DABOB RD RONALD LANSING SITE LEGAL: DABOB )ETIMB RLAKES DR TIMBERLAKES#8 LOT 47 PARCEL NUMBER: SITE/PERMIT#: PAGE: 220075100047 1OF2 GENERAL CONSTRUCTION NOTES (BED): 4"PVC INSPECTION PORT BED DIMENSIONS: 10FT x 25FT AND 1 OFT X 35FT ORIGINAL GRADE BED DEPTH: 2'-9" UPSLOPE,MINIMUM OF 6"DOWNSLOPE BACKFILL: APPROVED EXCAVATED MATERIAL GRAVEL: 3/4"TO 2 1/2"WASHED DRAINROCK 2_g LOAMY SAND/SANDY LOAM 1.25" 0-9 PVC PERF PIPE SCH40 SEPTIC TANK: NEW 1200GAL. WATER TIGHT TANK _ Q PUMP CHAMBER: NEW 1200GAL. WATER TIGHT TANK 2" PUMP MODEL: MYERS ME3F SET TO PUMP AT 60 GALLON INTERVALS CHECK VALVE AND HIGH LEVEL ALARM REQUIRED 2,_6„ SQUIRT HEIGHT: 60" (minimum) 1_3., NOTE: PLACE ORIFICE AT 3 O'CLOCK, USE"T"TO"T"TYPE CONSTRUCTION 10FT >24"TO NOTE:ALL FOOTING AND DOWNSPOUT DRAINS MUST BE DIRECTED AWAY FROM SEPTIC COMPONENTS RESTRICTIVE fr UN/yelvV/ �u�6' PUMP (A)TO B E CONTROLLED BY TIMER SET TO DOSE 60 GALLONS,IF ✓,!�0��'F�V/j��y�qC AVAILABLE,EVERY 4 HOURS BASED ON MEASURED PUMP OUTPUT RATE A NOTE:END OF EACH LATERAL IS TO HAVE A SWEEP 90 WITH RISERS ARE REQUIRED TO OR ABOVE FINISHED GRADE OVER TANK LIDS. IF GROUNDWATER OVER THE TOP OF THE TANKS IS A CONCERN THEN Li PERF PIPE DETAIL- no scale THREADED END CAP TO JUST BELOW FINISHED GRADE AND PORT HIGH GROUNDWATER RATED TANKS WILL BE REQUIRED.THE RISERS TO FINISHED GRADE MUST BE SEALED WATERTIGHT AT THE JOINT BETWEEN TANK AND THE RISER. 1/8" ORIFICE GENERAL NOTES 1.25" PVC PIPE SCH40 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. 5. USE OF SOME RESERVE DRAINFIELDS MAY NECESSITATE PUMP,SAND FILTER,MOUND OR PRETREATMENT INSTALLATIONS. HUNTER SEPTIC DESIGN DESIGNER: 6. THE ADDITION OF AN APPROVED EFFLUENT FILTER IN THE SEPTIC TANK IS REQUIRED TO ENSURE THAT SOLIDS DO NOT PASS TO THE ADAM HUNTER DRAINFIELD CAUSING PREMATURE DRAINFIELD FAILURE AND COSTLY REPAIRS. 04/07L26 2201 93rd Ave SW/Olympia,WA 98507 7. ALL REQUIRED TESTS SHALL BE SUCCESSFULLY RUN PRIOR TO CALLING JIM HUNTER&ASSOCIATES FOR FINAL INSPECTION,ALL 360-890-2778/adamhuntersepticdesign.com SITE ADDRESS: ''•:s;. SEPTIC SYSTEM DESIGN FOR: 51 E DABOB RD COMPONENTS,INCLUDING TANK ACCESS LIDS MUST BE ACCESSIBLE FOR INSPECTION.CONTRACTOR SHALL BE RESPONSIBLE FOR ;= ^ RONALD LANSING COST OF RETURN INSPECTIONS DUE TO FAILED TESTS OR INACCESSIBLE COMPONENTS. �' SITE LEGAL: 8. THIS IS A SPECIAL DESIGN DUE TO ADVERSE SOIL CONDITIONS,GROUNDWATER TABLE AND/OR TOPOGRAPHY.JIM HUNTER& v, . TIMBERLAKES#8 LOT 47 "r PAGE: ASSOCIATES HAS DESIGNED THIS SYSTEM IN ACCORDANCE WITH ALL STATE AND COUNTY HEALTH DEPARTMENT REQUIREMENTS AND aoiri wNTCH �,'`.Pri ti 15f'S' '�'`"' PARCEL NUMBER: SITE/PERMIT#: 2 OF 2 iv c�»sazn ASSUMES NO RESPONSIBILITY FOR ITS USE OR LONGEVITY.THE OWNER THEREFORE AGREES TO MAINTAIN AND MAKE ALL NECESSARY " PARCEL 5100047 REPAIRS TO THE SYSTEM AT NO COST TO JIM HUNTER&ASSOCIATES.