HomeMy WebLinkAboutSWG2026-00129 - SWG Application / Design - 5/4/2026 M ASO N COUNTY 415 N 6TH STREET,SHELTON,WA 98584
�v� 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: SWG2026-00129
APPLICANT Hunter,Adam Phone: 360 753-1226
Address: 2201 93rd Ave SW Olympia, WA 98512
CONTRACTOR Johnson, Derek Phone: 2532252808
Address: 3190 Harris Rd Se Port Orchard,WA 98366
OWNER SMITH TIMOTHY J &MARY F Phone:
Address: PO BOX 1452 OCEAN SHORES, WA 98569
SEPTIC DESIGNER ADAM HUNTER* Phone: 360-753-1226
Address: PO Box 162 OLYMPIA,WA 98507
Site Address: 607 E INSPIRATION WAY
Primary Parcel Number: 120303190084
Permit Description: Upgrade from 3bd to 4bd pressure trench
Permit Submitted Date: 05/04/2026
Permit Issued Date: 05/07/2026
Issued By: Rhonda Thompson
Current Permit Fees Paid: $945.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 05/06/2029 (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 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.
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: ç7
c cDn
AMOUNT RECEI RECEIVE BY:
Public Health & Human Services 3 '7 0p ��,.�, - ►L (� o m
Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 N
415 N.6th Street-Shelton,WA 98584 S W G �'z-6 00
1 Z-'f O
ON-SITE SEWAGE SYSTEM APPLICATION
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APPLICANT PHONE rn Ill
r
Zenith Homes-Derek 2532252808 z
C
MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE
66 SE Lynch Rd Shelton WA 98584 m
SITE ADDRESS-STREET,CITY ZIP CODE
607 East Inspiration Way Shelton 98584 I N
NAME OF DESIGNER PHONE
ADAM HUNTER 3607531226
Ir
NAME OF INSTALLER PHONE O
O
TBD TBD G
PERMIT TYPE(select one) DRINKING WATER SOURCE 111►0 I.l O
hf RESIDENTIAL OSS b]COMMUNITY OSS DICOMMERCIAL OSS ❑ PRIVATE INDIVIDUAL WELL RIVATTEE TWO-PARTY WELL Z
TYPE OF WORK(select one) ❑ PUBLIC WATER SYSTEM
NEW CONSTRUCTION/UPGRADES ❑REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE X REPAIR
SUBMITTALS ❑ SURFACING SEWAGE ❑ EXISTING FAILURE O SHORELINE ap
Q DESIGN FORM(REQUIRED) ❑SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFT 4/1/2025? r
O r
❑ WAIVER(S)(IF APPLICABLE) 4 1.25 YES NO C1
DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate)
Proposed ADU -add new drainfield leg for the 1 bedroom ADU and tie it into the existing system
I-
0
-i
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS.
OFFICIAL USE ONLY BELOWTHIS LINE
UPGRADE I FAILURE SOURCE(for reporting purposes)
VOLUNTARY ❑MAINTENANCE/PUMPING❑ BUILDING PERMIT❑HOME SALE❑COMPLAINT ❑OTHER:
INSPECTOR SOIL LOGS COMMENTS/CONDITIONS
' I
Lac tI
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 FINALAPPROVAL.
INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED/ISSUED BY DATE
R4l' j / 17ff P7\It*\e<o11 S7'7h
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: 12030-31-90084
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"XI 7"
PARCEL IDENTIFICATION
Permit Number: SWG D_C>�-LQ - cc gtO Designer's Name: ADAM HUNTER
Applicant's Name: Zenith Homes - Derek Designer's Phone Number: 3607531226
Mailing Address: 66 SE Lynch 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
Glendon OSand Filter OMound OSand Lined Drainfield QRecirculating Filter O ATU ❑Other
Treatment Level(check all that apply): ❑A ❑B ❑ C ❑ BL1 ❑BL2 ❑BL3 i1 E ❑N
Drainfield Type
❑ Gravity P1Pressure Trench O Bed ❑ Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 4 Schedule/Class 40
Daily Flow: Operating Capacity 360 gpd Length id 5:7.:? ft
Daily Flow: Design Flow 480 gpd Diameter 1.25 in
Septic Tank Capacity(working) 1250 (existing) gal Number 4
Receiving Soil Type(1-6) 3 Separation 6 ft
Receiving Soil Appl.Rate 0.8 gpd/ft2 Orifices
Required Primary Area 600 ft2 Total Number of Orifices 68
Designed Primary Area 600 (150 new) ft2 Diameter 3/16 in
Designed Reserve Area 900 ft2 Spacing 36 in
Trench/Bed Width 3 ft Manifold
Trench/Bed Length 200 (50ft new) ft Schedule/Class 40
Elevation Measurements Length 16 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 24 in Transport Pipe
from Original Grade Down-slope 22 in Schedule/Class 40
Designed Vertical Separation 24 in Length 90 ft
Gravel-based Drainfield Required? ®Yes 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 6.8 ft Dose quantity 80 gal gal
Drainfield Squirt Height/Selected Residual(head) 2 ft Chamber Capacity(flood) 1250 (existing) gal
Uppermost Orifice®Iigher®Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head 39.86 gpm IF( Timer Pf Elapse Meter ' Event Counter
Calculated Total Pressure Head 11.937 ft If Timer: Pub P P FP off 4 hrs
Comments
MAY 07 2026
MASON COUNTY ENVIRONMENTAL HEALTH
Revised: 6/11/2025
DESIGN FORM—PAGE TWO Assessor's Parcel Number:I12030-31-90084 I
Permit Number: SWG D C7af - C)C
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
V Test hole locations V 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 V Drainfield cover
V 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:
9 Measurements to cuts,banks, and locations
' Laterals,trench bed,top and
surface water and critical areas V Observation port location bottom
V Location and orientation of Or 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:
Location and dimension of V Lateral placement with distance le Observation ports/clean-outs
primary system and reserve area to edge of bed Other Information
lT Buildings V Audible/visual alarm referenced Yes No
V Direction of slope indicator V Scale of drawing shown on scale 9 O Design staked out
V Waterlines bar V 0 Recorded Notices attached
V Roads, easements,driveways, Elevation benchmark and relative V 0 Waiver(s) attached
parking elevations of system components Id 0 Pump curve attached
North arrow and scale drawing V 0 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
5/4/2026
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:
sl-7l
Environmental Health Specialist 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: f to 1 -'
V 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#: 120303190084
DATE SUBMITTED: 04/27/26 LEGAULOT#: LOT 4
SUBMITTED BY: ADAM HUNTER
APPLICANT: ZENITH HOMES
ADDRESS:
1.CALCULATIONS
NUMBER OF BEDROOMS= 4
RESIDENTIAL GPD FLOW= 480
IF NON-RESIDENTIAL-GPD FLOW
WILL BE AS FOLLOWS:
GPD=
APPLICATION RATE= 0.8 GPD/FT2
REDUCTION=LEAVE BLANK IF NOT USED
DRAINFIELD SIZING
ABSORPTION AREA= 800 FT2
TRENCH LENGTH OR BED CONFIG.= 4-50FT LATERALS
I NEW LATERAL,3 EXISTING
II.WATERPROOF SEPTIC TANK
COMPOSITION AND SIZE= 1250 GAL.CONCRETE
NEW OR EXISTING= EXISTING
III.DRAINFIELD CROSS SECTION
DEPTH TO DRAIN ROCK BOTTOM= 2'-0"
ROCK DEPTH BELOW PIPE= 0'-6"
SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE
MATERIAL/SEASONAL SATURATION= >2-0"
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 DIAMETER= 3/16
04/27/26 APPROVED
z j = MAY 07 2026
MASON COUNTY ENVIRONMENTAL HEALTH
AOA61 J.f1UNTER
Y3J.Sall.1�`O.1tA�
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= 50.00
ORIFICE SPACING= 3'0"
DISTANCE FROM END CAP= 10"
NUMBER OF HOLES= 17
LATERAL DISCHARGE RATE= 9.965
LATERAL#2=
SQUIRT HEIGHT(FT)= 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 50.00
ORIFICE SPACING= 3'0"
DISTANCE FROM END CAP= 1'0"
NUMBER OF HOLES= 17
LATERAL DISCHARGE RATE= 9.965
LATERAL#3=
SQUIRT HEIGHT(FT)= 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 50.00
ORIFICE SPACING= 30"
DISTANCE FROM END CAP= 1'0"
NUMBER OF HOLES= 17
LATERAL DISCHARGE RATE= 9.965
LATERAL#4=
SQUIRT HEIGHT(FT)= 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 50.00
ORIFICE SPACING= 3'0"
DISTANCE FROM END CAP= 1'0"
NUMBER OF HOLES= 17
LATERAL DISCHARGE RATE= 9.965
LENGTH DIAMETER FLOW FRICTION LOSS
SECTION (FT) (IN) (GPM) (FT)
AB 90.00 2.00 39.860 2.372
BC 1.00 2.00 19.930 0.007
CD 16.00 2.00 9.965 0.032
DE 50.00 1.25 9.965 0.724
TOTAL= 3.137
"TOTAL HEAD LOSS "•
1)FRICTION LOSS THROUGH SYSTEM= 3.137
2)ELEVATION DIFFERENCE = 6.800
3)RESIDUAL = 2.000
TOTAL= 11.937
04/27/26
APPROVED
MAY 07 2026
ADAr.l J.NUN TER
' '' MASON COUNTY ENVIRONMENTAL HEALTH
RET
IH
Lu PUMP PERFORMANCE CURVE
MODEL 1 /152/153
50 -
14 - 45 153 ____ ____ ____ ________ ____ ___ (7 -
N . 04/,27/26
;
12 -
!101(.1 J.HUYTER
10 152
' 30
8
APPROVED
25 1
MA. ON COUNTY NVRONMEI TAL HEALTH
RET
6- 20
15
10
2
5
0
10 20 30 40 50 60 70 80 90 1(
GALLONS
LITERS 0 40 80 120 160 200 240 280 320 360
FLOW PER MINUTE
SCALE-1"=30'-0" j
LOT 4
/ 330' 7 /
" NOTES:
i -RESTRICTIVE LAYER BELOW
4`
// -FIVE TIMES RULE MET-NO WELLS WITHIN 100'OF DRAINFIELD' -ELAPSE TIME METER AND EVENT COUNTER REQUIRED
i
RISERS TO SURFACE REQUIRED OVER ALL TANK LIDS
j : 1 7 j
/ 7fl1
EXISTING VALVE BOX . 30'ROAD EASEMENT - V - - - - _ - SOIL LOGS (1A IS NEW-2-4 FROM 2022)
/
_ J j 1A) GRAVELLY SANDY LOAM 0-6"
/ 100 GRAVELLY LOAMY MED SAND 6-36'
900FT2 DRIP"R%A(4 BDRM)
/ )" SHED / / '- GRAVELLY MED SAND 36-48"
//' /= 2) GRAVELLY SANDY LOAM 0-20"
MEDIUM SAND 2
/ O/ // / // / 3 j
f / / / / 99 CEMENTED TILL 244"'++
" / 3) GRAVELLY SANDY LOAM 0-12"
%' j Og MEDIUM SAND 12-48"
/ w j / j / ' 7 // j CEMENTED TILL 48"+
;' w / / 7 -
' % O 4) GRAVELLY SANDY LOAM 0-16"
Q /�/' % / I / LOAMY MEDIUM SAND 16-42"
in O
' j COARSE SAND 42-54"
I
/o INSPECTION FOR S/LAT.CLEAN �- / CEMENTED TILL-- 9 �;
' V 85'-4"GRAVITY TIGHTLINE(2%FALL) 100' TANK DETAIL NO SCALE
/ ,//
50'
I / / ' SEPTICT
/i.
O I / / Vim_ __ // / /
EXISTING 3 BEDROOM RESIDENCE
PUMP CHPM9ER IiYHLIV-)
DRIVE
STUBOUT/CLEANOUT R P P ®J THIS IS NOT A SURVEY:
04 Y SITE FEATURES,TOPOGRAPHY,ELEVATIONS AND BENCHMARKS ARE BASED ON ASSUMED DATUM
EXISTING 1250GAL.SEPTIC TANK D�
PROVIDED BY THE OWENER AND COUNTY PLANNING RECORDS AND ARE INTENDED ONLY FOR THE
MAY O 2026
REVIEW AND CONSTRUCTION OF THE PROPOSED SEPTIC SYSTEM DESIGN. JIM HUNTER&ASSOCIATES
EXISTING 1250GAL PUMP CHAMBER
RECOMMENDS THAT A LICENSED PROFESSIONAL LAND SURVEYOR ALWAYS BE USED TO SET CORNER,
O6 90FT-EXISTING 2"SCH40 FORCEMAIN MASON COUNTY ENVIRONMENTAL HEALTH ESTABLISH LOT LINES,DETERMINE ELEVATIONS AND TOPOGRAPHY AND/OR PROVIDE A LEGAL SITE PLAN.
07 EXISTING 3 LEGS OF DRAINFIELD AREA(SWG2022-00137) RET A FEE MAY BE CHARGED AFTER INSTALLATION FOR FINAL INSPECTION&RECORD DRAWING
O8 PROPOSED 1 BDRM TINY HOME/ADU
04/.2726 E HARSTINE ISLAND RD S TO A LEFT ON E INSPRIATIOI JIM HUNTER AND ASSOCIATES
PROPOSED STUBOUT/CLEANOUT(IE.-100.0) v:.•s, FOLLOW THROUGH GATE TO SITE ON THE LEFT. P.O.BOX 162,OLY,WA 98507 753.1226 JHANDASSOC ATESQHDTMPJLCOM
10 PROPOSED SOFT LEG OF DRAINFIELD(NEW)-(IE.-102.0) y �'t DESIGNER-ADAM HUNTER
.
�.::s
SEPTIC SYSTEM DESIGN FOR-
11 PROPOSED 2 PARTY WELL i. .s ¢ INSPIRATION WAY ZENITH HOMES
SITEADDR-
?' srnra, W
�' ADIM J IIUNTER
"i iC.r i;:tsnl 5s z 607 E INSPIRATION WAY
LEGAL- LOT 4 1 OF 2
= TP# 120303190084 SITE#
4" PVC INSPECTION PORT
GENERAL CONSTRUCTION NOTES /
TRENCH LENGTH - 200'-0" ORIGINAL GRADEI
-
TRENCH WIDTH- SEE BED SECTION - -_
LOAMY SAND 1 SANDY LOAM
c)
TRENCH DEPTH - 2'-0"BELOW OG (UPSLOPE)
TRENCH SEPARATION - 6'-0"ON CENTER == FILTER FABRIC
1 1/4" PVC PERF PIPE
BACKFILL- APPROVED EXCAVATED MATERIAL - (SCH40)
GRAVEL- 3/4"-2 1/2"WASHED ROCK
SEPTIC TANK- EXISTING 1250 GAL.,WATER TIGHT TANK o WASHED DRAINROCK
PUMP CHAMBER- EXISTING 1250 GAL.WATER TIGHT
PUMP MODEL- MYERS ME3F SET TO PUMP AT 60 GAL.
INTERVALS. CHECK VALVE AND HIGH LEVEL ALARM REQUIRED 3'-0"
SQUIRT HEIGHT- 24"
NOTE: PLACE ORIFICE AT 3 O'CLOCK USE"T"TO"T"TYPE CONSTRUCTION >24"
NOTE: ALL FOOTING DRAINS, ROOF DRAINS,AND STORWATER RUN-OFF TRENCH SECTION �E
MUST BE DIVERTED AWAY FROM ANY SEPTIC SYSTEM COMPONENT. NO SCALE MAY 07 2026
MASON COUNTY ENVIRONMENTAL HEALTH
RESTRICTIVE LAYER RET
NOTE:END OF EACH LATERAL IS TO HAVE A SWEEP 90 RISERS ARE REQUIRED TO OR ABOVE FINISHED GRADE
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 THE TANKS IS A CONCERN,THEN RISERS MUST BE PLACED 3/16" HOLES
FUTURE LOCATING WITH METAL DETECTOR I OVER ALL TANK LIDS TO THE SURFACE. THE RISERS
MUST BE SEALED WATERTIGHT AT THE JOINT BETWEEN TO DRAINFIELD 1 1/4" PVC PIPE O
TANK AND THE RISER PRESSURE LATERALS
SCH40
GENERAL NOTES T T 3'-0"
ANY VARIATIONS TO THIS DESIGN SHALL FIRST BE APPROVED BY JIM HUNTER AND ASSOCIATES AND THE COUNTY SANITARIAN.
OWNER INSTALLER SHALL NOT REMOVE OR DISTURB ANY TOP SOIL WHILE CLEARING TREES AND STUMPS IN DRAINFIELD >O -0 0 0 FLOW CONTROL VALVE o PVC PERF PIPE DETAIL
AREA. REMOVAL OF TOP SOIL COULD RENDER THE SITE UNUSABLE. B NO SCALE
OWNER SHALL BE AWARE OF THE POSSIBILITY OF TANKS FLOATING OUT OF THE GROUND SHOULD THE TANKS BE PUMPED RISER WITH LOCKING LID
EMPTY DURING SEASONAL HIGH WATER TABLE CONDITIONS.
TYPICAL CONSTRUCTION
ALL CONSTRUCTION MATERIALS AND THE INSTALLATION OF THIS DESIGNED SEPTIC SYSTEM SHALL CONFORM TO ALL
APPLICABLE STATE AND COUNTY HEALTH DEPARTMENT REQUIREMENTS. pF2A1NFIELD CONTROL BOX
USE OF SOME RESERVE DRAINFIELDS MAY NECESSITATE PUMP AND/OR SAND FILTER INSTALLATIONS. NO SCALE
PUMP(A)TO BE CONTROLLED BY TIMER SET TO JIM HUNTER AND ASSOCIATES
THE ADDITION OF AN APPROVED EFFLUENT FILTER IN THE SEPTIC TANK IS REQUIRED TO ENSURE THAT SOLIDS DO NOT
DOSE 80 GALLONS,IF AVAILABLE,EVERY 4 HOURS P.O.BOX 162,OLY,WA 98507 753-1226 JHANDASSOCIATES@HOTMAIL.COM
PASS TO THE DRAINFIELD CAUSING PREMATURE DRAINFIELD FAILURE AND COSTLY REPAIR.
BASED ON MEASURED PUMP OUTPUT RATE DESIGNER-ADAM HUNTER
ALL REQUIRED TESTS SHALL BE SUCCESSFULLY RUN PRIOR TO CALLING JIM HUNTER&ASSOCIATES FOR FINAL
INSPECTION. ALL COMPONENTS,INCLUDING ALL TANK ACCESS LIDS MUST BE ACCESSIBLE FOR INSPECTION. SEPTIC SYSTEM DESIGN FOR-
CONTRACTOR SHALL BE RESPONSIBLE FOR COST OF RETURN INSPECTIONS DUE TO FAILED TESTS OR INACCESSIBLE
COMPONENTS DAVID DUVALL
76
04/.2 /2 SITE ADDR-
THIS IS A SPECIAL DESIGN DUE TO ADVERSE SOIL CONDITIONS,GROUNDWATER TABLE AND/OR TOPOGRAPHY. JIM F� XX INSPIRATION WAY
HUNTER&ASSOCIATES HAS DESIGNED THIS SYSTEM IN ACCORDANCE WITH ALL CURRENT STATE AND COUNTY s. ?
HEALTH DEPARTMENT REQUIREMENTS AND ASSUMES NO RESPONSIBILITY FOR ITS USE OR LONGEVITY. "_ LEGAL LOT 4 2 OF 2
THE OWNER THEREFORE AGREES TO MAINTAIN AND MAKE ALL NECESSARY REPAIRS TO THE SYSTEM AT '.; '•...s
' TP#
NO COST TO JIM HUNTER&ASSOCIATES. ADArt J.Liu"r[s 120303190084