HomeMy WebLinkAboutSWG2026-00219 - SWG Application / Design - 7/28/2026 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: SWG2026-00219
APPLICANT NW GREEN CONSTRUCTION INC Phone: 360-740-0345
Address: 261 N. Hamilton Rd Chehalis,WA 98532
OWNER STRAWN KYLE W&CAROLYN J Phone:
Address: 257 W LILLIE RD ELMA, WA 98541
SEPTIC DESIGNER ADAM HUNTER* Phone: 360-753-1226
Address: PO Box 162 OLYMPIA,WA 98507
Site Address: 257 W LILLIE RD
Primary Parcel Number: 619327500050
Permit Description: New 4bd pressure sandlined bed
Permit Submitted Date: 07/16/2026
Permit Issued Date: 07/28/2026
Issued By: Rhonda Thompson
Current Permit Fees Paid: $570.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 07/24/2029 (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.
OFFICIAL USE ONLY
MASON COUNTY DATE RECEIVED: CY7 /
I clod C Cl)
• • • AMOUNT RECENED: RECENED BY:
Public Health & Human Services — v Cl)
IAIO
Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 C N
.415 N.6th Street-Shelton,WA 98584 SVVG (`��(0 _ ('I ()3- I O 0
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ON-SITE SEWAGE SYSTEM APPLICATION
APPLICANT PHONE R1 rn
Kyle Strawn 3604706961 z
MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE
261 N Hamilton Rd N Chehalis WA 98532 m
SITE ADDRESS-STREET,CITY,ZIP CODE CSI
257 West Lillie Road a `n Elma 98541 I °'
Co
NAME OF DESIGNER PHONE I
ADAM HUNTER 3607531226 01
IQ
-4
NAME OF INSTALLER C� PHONE 0
O
TBD _ TBD o
PERMIT TYPE(select one) DRINKING WATER SOURCE. - I
RESIDENTIAL OSS COMMUNITY OSS JCOMMERCIALOSS ❑ PRIVATE INDIVIDUAL WELL ❑ PRIVATE TWO-PARTY WELL z I
TYPE OF WORK(select one) ❑ PUBLIC WATER SYSTEM
❑✓ NEW CONSTRUCTION/UPGRADES ❑REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE X REPAIR I
SUBMITTALS ❑ SURFACING SEWAGE ❑ EXISTING FAILURE O SHORELINE
Q DESIGN FORM(REQUIRED) 0 SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE I WAS LOT CREATED AFTn/1/257 O I
❑ WAIVER(S)(IF APPLICABLE) 4 5.12 YES 0 I
DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate)
E SATSOP RD SOUTH TO A LEFT ON LILLIE TO SITE ON THE LEFT. I
r I
0
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❑COMPLAINT ❑OTHER:
INSPECTOR SOIL LOGS COMMENTS/CONDITIONS
çk : \LL, -5 CrA ')
� 3
fi- ) :
SOIL CODES:, 6-�( RECORD DRAWING AND INSTALLATION REPORT
V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY 0=ROOTS REQUIRED FOR FINAL APPROVAL.
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: 61932-75-00050
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 ?1)A ' 0 ZA C Designer's Name: ADAM HUNTER
Applicant's Name: Kyle Strawn Designer's Phone Number: 3607531226
Mailing Address: 261 N Hamilton Rd Designer's Address: 2201 93RD AVE SW, STE A
Chehalis WA 98532 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 ❑ATU ❑Other
Treatment Level(check all that apply): ❑A 0 B ❑C ❑BL1 ❑BL2 ❑BL3 ❑E ❑N
Drainfield Type
❑Gravity Pressure O Trench V'Bed O Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 4 Schedule/Class 40
Daily Flow: Operating Capacity 360 gpd Length 48 ft
Daily Flow: Design Flow 480 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 480 ft2 Total Number of Orifices 80
Designed Primary Area 480 ft2 Diameter 3/16 in
Designed Reserve Area 480 ft2 Spacing 28 in
Trench/Bed Width 10 ft Manifold
Trench/Bed Length 48 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?®Yes ONo
Depth of Excavation Up-slope 45 in Transport Pipe
from Original Grade Down-slope 45 in Schedule/Class 40
Designed Vertical Separation 18 in Length 180 ft
Gravel-based Drainfield Required? OYes 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 4.8 ft Dose quantity 80GAL gal
Drainfield Squirt Height/Selected Residual(head) 2 ft Chamber Capacity(flood) 1200 gal
Uppermost Orifice®Higher®Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head 46.894 gpm 1g Timer E( Elapse Meter 6' Event Counter
Calculated Total Pressure Head 14.168 ft If Timer: Pump on 80GAL ,Pump off 4 HRS
Comments ', P P R®V
JUL 28 2026
IIP
MASON COUNTY �► " '�p" Revised: 6/11/2025
ET
DESIGN FORM—PAGE TWO Assessor's Parcel Number:161932-75-00050
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
Test hole locations la' Drainfield orientation and layout Reference depth from original grade:
V Soil logs V Trench/bed dimensions and V Septic tank
lT Property lines critical distances within layout 9 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:
• Measurements to cuts,banks, and locations
V Laterals, trench bed, top and
surface water and critical areas V Observation port location bottom
V Location and orientation of 9 Clean-out location V Curtain drain collector
curtain drain and all absorption V Manifold placement Id 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 ❑ Design staked out
V Waterlines bar V O Recorded Notices attached
Roads, easements, driveways, Elevation benchmark and relative V O Waiver(s) attached
parking elevations of system components V O Pump curve attached
V 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
5/18/26
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 pecialist Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved"by Mason County Public Health. ,7 4I
✓ 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#: 61932-75-00050
DATE SUBMITTED: 05/15/26 LEGAULOT#: SURVEY 10/116
TR 5
SUBMITTED BY: ADAM HUNTER
APPLICANT: KYLE STRAWN
ADDRESS:
I.CALCULATIONS
NUMBER OF BEDROOMS= 4
RESIDENTIAL GPD FLOW= 480
IF NON-RESIDENTIAL-GPD FLOW
WILL BE AS FOLLOWS:
GPD=
APPLICATION RATE= I GPD/FT2
REDUCTION=LEAVE BLANK IF NOT USED
DRAINFIELD SIZING
ABSORPTION AREA= 480 FT2
TRENCH LENGTH OR BED CONFIG.= 10FTX48FT 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= 1'-9"
ROCK DEPTH BELOW PIPE= 0'-6"
SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE
MATERIAL/SEASONAL SATURATION= >1'-6"
FILL DEPTH= 1'-0"
TRENCH WIDTH= lo.-().,
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
APPROVED
::• 05/.15/26 JUL- 282026
MASON COUNTY ENVIRONMENTAL HEALTH
u,. . RET
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°�+'• siw+iz
1' AD.f.1J.HUNTER�•.`^_
if:l'+Ytl:S1_
IL A•
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= 48.00
ORIFICE SPACING= 2'4"
DISTANCE FROM END CAP= 12"
NUMBER OF HOLES= 20
LATERAL DISCHARGE RATE= 11.724
LATERAL#2=
SQUIRT HEIGHT(FT)= 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 48.00
ORIFICE SPACING= 2'4"
DISTANCE FROM END CAP= 1,2"
NUMBER OF HOLES= 20
LATERAL DISCHARGE RATE= 11.724
LATERAL#3=
SQUIRT HEIGHT(FT)= 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 48.00
ORIFICE SPACING= 2'4"
DISTANCE FROM END CAP= 1'2"
NUMBER OF HOLES= 20
LATERAL DISCHARGE RATE= 11.724
LATERAL#4=
SQUIRT HEIGHT(FT)= 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 48.00
ORIFICE SPACING= 2'4"
DISTANCE FROM END CAP= 1'2"
NUMBER OF HOLES= 20
LATERAL DISCHARGE RATE= 11.724
LENGTH DIAMETER FLOW FRICTION LOSS
SECTION (FT) (IN) (GPM) (FT)
AB 180.00 2.00 46.894 6.409
BC 1.25 2.00 23.447 0.012
CD 2.50 2.00 11.724 0.007
DE 48.00 1.25 11.724 0.939
TOTAL= 7.368
TOTAL HEAD LOSS
1)FRICTION LOSS THROUGH SYSTEM= 7.368
2)ELEVATION DIFFERENCE = 4.800
3)RESIDUAL = 2.000
TOTAL= 14.168
05/.15/26
APPROVED
JUL 28 2026
�' PDAL7J.111 rfi
MASON COUNTY ENV1RONh4ENTAL HEAT
RET
MYERS ME40
CAPACITY LITERS PER MINUTE
40 0 50 100 150 200 2S0 300 350
12
35
10
30 w
25 8 E
20
__J15 =
H 4 _i
O 10 O
5
2 �•
0 0
0 10 20 30 40 50 60 70 80 90 100
CAPACITY GALLONS PER MINUTE
Rg80Nc ./U( 2 8 /0
ouNIyE��Ro 2026
.HUNTER
o' A�Af,1 J.IIYTER V
PROPOSED PUMP CHAMBER(PUMP EL.-94.7) PROPOSED SEPTIC TANK(IN.EL.-98.0/OUT.EL.-97.7) NOTES:
SCALE: 1" = 100FT ' • FIVE TIMES RULE MET BELOW: 66"
O • ELAPSE TIME METER AND EVENT COUNTER REQUIRED
Cl) 1 5 9 527.9 $ 9 • RISERS TO SURFACE REQUIRED OVER ALL TANK LIDS
• OPERATION CAPACITY OF THE SYSTEM IS 360 GPD
ACCESS/UTILITY ESMT
SOIL LOGS:
1) VERY GRAVELLY LOAMY MED SAND 0-24"
EXTREMELY GRAVELLY COARSE SAND 24-66"
I I SEE DETAIL#1 2) VERY GRAVELLY LOAMY MED SAND 0-24"
EXTREMELY GRAVELLY COARSE SAND 24-66"
SEE DETAIL#2 / / / 3) VERY GRAVELLY LOAMY MED SAND 0-24"
10. EXTREMELY GRAVELLY COARSE SAND 24-58"
`\ I 10.0
\ � / 48.0 a)
lj ' 2 5)
SCALE: 1" = 30FT 10 6)
10 \ I 6 SCALE: 1" =30FT 7)
\ TANK DETAIL-NO SCALE
\ \ 5 \ CLEANOUT UDWTHGASTIGHTSEAL
ON 24'ACCESS RISERS UO W ITH GASTIGHT SEAL
ON 24'ACCESS RISERS
\ ^ I WATERPROOF JUNCTION BOO
3 / FlmSH GRADE THREADED UNION
SERVICE VALVE
I FIELD
N �pT�i,
Y Y P P V F� ® FROM SEWAGE r0 PUMP FROM S TANK M FLOAT
�-`� il.v---+ SOURCE BER INOEPENOENF FLOAT STEM
FOR FLOAT MOUNTING
\ 811.3 JUL 28 2026 TM NSF?FLOAT
HECK VALVE
APPROVED EFFLUENTF R LINOANT OFF
\ MASON COUNTY ENVIRONMENTAL HEALTH WMPNS,R K AT
ORIN SHROUD
•
yry{1 lE'I
1 1 0' CONTOUR LINES PER GIS, REFER TO APPLICATION FOR PROPERTY ACREAGE.
NAVD88 ELEVATION IS UNKOWN
633.8 \
\ THIS IS NOT A SURVEY:
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,
\ 05/.15/26 establish lot lines,determine elevations and topography and/or provide a legal site plan.
\ .
1O EXISTING RESIDENCE CONVERT TO ADU
A fee may be charged for final inspection and record drawings
O PROPOSED 4 BDRM RES ''�
REVISION LOG:
EXISTING DRIVE VERSION-DATE
\ 4O PROPOSED DRIVE M1 u 2
0.DAf.1 J.11UNTER
_�Iel:l�t:S.514•�,i.L.L.i...
L.I tS.Q��"" tA�
\ EXISTING SEPTIC TANK AND D.F.(FOR EXISTING RES) .
\ O WATERLINES
\ 7 PROPOSED STUBOUT/CLEANOUT(IE.-99.5)
E SATSOP RD SOUTH TO A LEFT ON LILLIE RD TO SITE ON THE LEFT. HUNTER SEPTIC DESIGN DESIGNER:
ADAM HUNTER
\ 8O 180'-2"PVC TIGHTLINE(CL.200) PO Box 162/Olympia,WA 98507
360-890-2778/adam@hunterse ticdesi n.com SITE ADDRESS:
\ PROPOSED DRAINFIELD(10FTX48FT SAND LINED BED(IE.-99.0) SEPTIC SYSTEM DESIGN FOR: 257 W LILLIE RD
10 RESERVE AREA FOR PROPOSED SFR AND ADU KYLE STRAWN
LI LIE
SITE LEGAL:
NOTE:COUNTY GIS SHOWS STREAMS CROSSING THE PROPERTY,THERE WERE 11 RBM IS GROUND EL.@ T.H.2(RBM=100.0) SURVEY 10/116 TR 5
NO STREAMS OBSERVED OR DRAINAGE COURSES DURING MY SITE VISIT ON
SITE/PERMIT#: PAGE:
5 SAT OP PARCEL NUMBER:
61932-75-00050 1OF2
GENERAL CONSTRUCTION NOTES (SAND BED):
4"PVC INSPECTION PORT
BED DIMENSIONS: 11FT x 49FT ORIGINAL GRADE
BED DEPTH: 3'-9"
BACKFILL: APPROVED EXCAVATED MATERIAL
1-9"
SAND: ASTM C-33 Y SAND/SANDY LOAM PVC PERF PIPE
GRAVEL: 3/4"TO 2 1/2"WASHED DRAINROCK O I O
SEPTIC TANK: NEW 1200GAL WATER TIGHT TANK a3,
2 "WASHED DRAINROCK
PUMP CHAMBER: NEW 1200GAL WATER TIGHT TANK y„
PUMP MODEL: MYERS ME40 SET TO PUMP AT 80 GALLON INTERVALS 'II_ 6„
CHECK VALVE AND HIGH LEVEL ALARM REQUIRED 1.
SQUIRT HEIGHT: 24" (minimum) 4 •.;: 1;-3 z'-s" 18"TO
NOTE: PLACE ORIFICE AT 3 O'CLOCK, USE"T"TO"T"TYPE CONSTRUCTION = RESTRICTIVE
ASTMC-33SAND
NOTE:ALL FOOTING AND DOWNSPOUT DRAINS MUST BE DIRECTED AWAY FROM SEPTIC COMPONENTS
"' 11 FT -I
APPROVED
JUL 2 9 2026
MASON COUNTY ENY1F'.IJNMENTAL HEALTH PUMP(A)TO BE CONTROLLED BY TIMER SET TO DOSE 80 GALLONS,IF
RE Y. AVAILABLE,EVERY 4 HOURS BASED ON MEASURED PUMP OUTPUT RATE
NOTE:END OF EACH LATERAL IS TO HAVE A SWEEP 90 WITH RISERS ARE REQUIRED TO OR ABOVE FINISHED GRADE OVER TANK LIDS. t 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 NOTES 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
2201 89 93rd Ave SW/Olympia,WA 98507
DRAINFIELD CAUSING PREMATURE DRAINFIELD FAILURE AND COSTLY REPAIRS. OS/15 6 SITE ADDRESS:
360-890-2778/adam@huntersepticdesign.com ticdesi n.com
7. ALL REQUIRED TESTS SHALL BE SUCCESSFULLY RUN PRIOR TO CALLING JIM HUNTER&ASSOCIATES FOR FINAL INSPECTION,ALL 257 W LILLIE RD
SEPTIC SYSTEM DESIGN FOR:
COMPONENTS,INCLUDING TANK ACCESS LIDS MUST BE ACCESSIBLE FOR INSPECTION.CONTRACTOR SHALL BE RESPONSIBLE FOR KYLE STRAWN
COST OF RETURN INSPECTIONS DUE TO FAILED TESTS OR INACCESSIBLE COMPONENTS. ;A��:4'.,,, SITE LEGAL:
SURVEY 10/116 TR 5
r is
8. THIS IS A SPECIAL DESIGN DUE TO ADVERSE SOIL CONDITIONS,GROUNDWATER TABLE AND/OR TOPOGRAPHY.JIM HUNTER& PAGE:
:s.
S' f ' :q•:
ASSOCIATES HAS DESIGNED THIS SYSTEM IN ACCORDANCE WITH ALL STATE AND COUNTY HEALTH DEPARTMENT REQUIREMENTS AND " " "' PARCEL NUMBER: SITE/PERMIT 2 of z
ADAf.1J.IIUNTEft `
61932-75-00050
ASSUMES NO RESPONSIBILITY FOR ITS USE OR LONGEVITY.THE OWNER THEREFORE AGREES TO MAINTAIN AND MAKE ALL NECESSARY
REPAIRS TO THE SYSTEM AT NO COST TO JIM HUNTER&ASSOCIATES.
I