HomeMy WebLinkAboutSWG2026-00139 - SWG Application / Design - 5/21/2026 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: SWG2026-00139
APPLICANT Hunter, Adam Phone: 360 753-1226
Address: 2201 93rd Ave SW Olympia, WA 98512
OWNER ANDERSON DAIRA Phone:
Address: 21015 LAKE RILEY RD ARLINGTON,WA 98223
Site Address: Koku St
Primary Parcel Number: 420085000022
Permit Description: 3BR sand lined pressure bed
Permit Submitted Date: 05/08/2026
Permit Issued Date: 05/21/2026
Issued By: Jeff Wilmoth
Current Permit Fees Paid: $570.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 05/20/2029 (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: O5/ /
07 fn
CU)
AMOUNT RECEIVED: RECEIVED BY:
Public Health & Human Services 6j7() OW&JE v Cl)
Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 0
415 N.6th Street-Shelton,WA 98584 SWG _ GO'� 1
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Z Cl)
ON-SITE SEWAGE SYSTEM APPLICATION
APPLICANT PHONE r" m
(-
Zenith Homes- Derek Johnson 2532252808 z
C
MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE
66 SE Lynch Rd Shelton WA 98584 O
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SITE ADDRESS-STREE:T,CITY,ZIP CODE
xx Koku St Shelton Wa 98584 I N
C)
NAME OF DESIGNER �a PHONE I 000
ADAM HUNTER ELI 3607531226 0
NAME OF INSTALLER Q PHONE I O
O
Pat Hatten 3606287851 I rNv
PERMIT TYPE(select one) DRINKING WATER SOURCE -
O
RESIDENTIAL OSS b(COMMUNITY OSS jCOMMERCIALOSS ❑ PRIVATE INDIVIDUAL WELL ❑ PRIVATE TWO-PARTY WELL Z
TYPE OF WORK(select one) ❑ PUBLIC WATER SYSTEM Iatylan village
❑✓ NEW CONSTRUCTION/UPGRADES ❑REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE X REPAIR I
SUBMITTALS ❑ SURFACING SEWAGE O EXISTING FAILURE ❑SHORELINE a)
❑� DESIGN FORM(REQUIRED) ❑SEPTIC DESIGN(REQUIRED) BEDROOMS I LOTSIZE I WAS LOT CREATED AFTER 4/1/20257 I- I
0
❑ WAIVER(S)(IF APPLICABLE) 3 0.28 YES NO C)
DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate)
DAYTON AIRPORT RD TO A LEFT ON RIGA TO A LEFT ON KOKU FOLLOW AROUND HARD RIGHT I
HAND TURN TO SITE ON THE LEFT. AT SIGN. O I
--I
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❑ BUILDING PERMIT❑HOME SALE❑COMPLAINT ❑OTHER:
INSPECTOR SOIL LOGS COMMENTS/CONDITIONS
26 L- )
Ce ° QCs
c I�
RECORD DRAWING AND INSTALLATION REPORT
SOIL CODES:
V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL.
I P TOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED/ISSUED BY DATE
_____________________ 544
TH S FO AY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:01/09/2026
DESIGN FORM—PAGE ONE Assessor's Parcel Number: 42008-50-00022
A design will be reviewed when 3 copies of each of the following are submitted:
Completed design form that has beensigned 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"X 17"
PARCEL IDENTIFICATION
Permit Number: SWG Designer's Name: ADAM HUNTER
Applicant's Name: Zenith Homes - Derek Johnson 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
OGlendon ®Sand Filter ®Mound ®Sand Lined Drainfield ®Recirculating Filters,•'❑ATU ❑Other
Treatment Level(check all that apply): ❑A �Q'j B O C ❑BLI .❑ BL2 ❑BL3 ❑E ❑N
Drainfield Type
❑ Gravity ❑ Pressure O Trench O-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 29 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?®Yes 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 42.5 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 3.3 ft Dose quantity 60GAL gal
Drainfield Squirt Height/Selected Residual(head) 2 ft Chamber Capacity(flood) 1200 gal
Uppermost Orifice®Higher®Lower than Pump Shutoff Pump qc % ,: se check those required.
Capacity @ Total Pressure Head 35.1715nl `� e` , P1 Elapse Meter Event Counter
T
Calculated Total Pressure Head 6.771 '' Timer Pum ,_ i 4 60GAL ,Pump off 4HRS
Comments �p►� L 1
"
SON 0o11 ENVIRO�MENTAI-H
Revised: 6/11/2025
DESIGN FORM—PAGE TWO Assessor's Parcel Number:I42008-50-00022
' Permit Number: S WG otQ U C) CO I fg
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
£1' Test hole locations 0 Drainfield orientation and layout Reference depth from original grade:
V Soil logs P1 Trench/bed dimensions and V Septic tank
V Property lines critical distances within layout 9 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:
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 V 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
Audible/visual alarm referenced Yes No
Direction of slope indicator V Scale of drawing shown on scale frI 0 Design staked out
V Waterlines bar V ❑ Recorded Notices attached
V Roads, easements, driveways, ' Elevation benchmark and relative V 0 Waiver(s) attached
parking elevations of system components V 0 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
5/7/26
Signature o Designer Date
The undersigned has reviewed this sign on behalf of Mason County Public Health and determined it to be in
compliance with state and local oregulations:
E iro a tal ea th Specialist Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
V The design is stamped"Approved"by Mason County Public Health.
v' The Onsite Sewage Permit has not expired,the Permit Expiration Date is: Z0 'c7
✓ Drainfield site conditions have not been altered to adversely affect conditions of design approval.
Please Note: The system must be i _ ledb installer,
1- n
unless prior authorization is obtain ' on o
� �� zp2 n Public Health.
MASON COUNTY ENVIRONMENTAL HEALTH
r.
An Installation Fee is required. J I TH
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#: 420085000022
DATE SUBMITTED: 05/07/26 LEGAL/LOT#: LATVIAN VILLAGE
LOT 22
SUBMITTED BY: ADAM HUNTER
APPLICANT: ZENITH HOMES
ADDRESS:
1.CALCULATIONS
NUMBER OF BEDROOMS= 3
RESIDENTIAL GPD FLOW= 360
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= 360 FT2
TRENCH LENGTH OR BED CONFIG.= 10FTX36FT SAND LINED BED
11.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= >i'-6"
FILL DEPTH= 1'-3"
TRENCH WIDTH= 10'-0"
IV.PUMP REQUIREMENT
DOSING VOLUME IN GALLONS= 60
NUMBER OF DOSES PER DAY= 6
V.PRESSURE CALCULATIONS
USING PIPE CLASS= 40
ORIFICE DIAMETER= 3/16
ar,
4' ADAM J.HUNTS-p-.... AC,
W.,E •
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= 2'4"
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= 2'4"
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 50.00 2.00 35.171 1.046
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= 1.471
"TOTAL HEAD LOSS
1)FRICTION LOSS THROUGH SYSTEM= 1.471
2)ELEVATION DIFFERENCE = 3.300
3)RESIDUAL = 2.000
4 TAN-- �C.771
`'•.�,. RONMENTAL HEALTH
�' SIwA2 ••c;
ADAr.l J.HUNTER
MYERS ME3
Capacity liters par m1rn to
p so IOU 1so 200 250
I - 1 --
SCI
12
3p
a it
it
I 2
;I I
p 1p 20 3d 40 50 60 70
Capacity gallons per minute
(7 c }
05/.07/26 of
LA(1J' UTER\
KOKU LN O PROPOSED 3 BDRM RES NOTES:
SCALE: 1 F' - 20FT • RESTRICTIVE LAYER BELOW: 68"
2O PROPOSED WATERLINE • FIVE TIMES RULE MET
• ELAPSE TIME METER AND EVENT COUNTER REQUIRED
1„ 78.0
PROPOSED DRIVE • RISERS TO SURFACE REQUIRED OVER ALL TANK LIDS
I 4 PROPOSED STUBOUT/CLEANOUT(IE.-99.0)
• OPERATION CAPACITY OF THE SYSTEM IS 270 GPD
r2 -
PROPOSED SEPTIC TANK(IN.EL.-98.5/OUT.EL.-98.2) SOIL LOGS:
1) GRAVELLY LOAMY MED SAND 0-20"
PROPOSED PUMP CHAMBER(PUMP EL.-95.2) GRAVELLY COARSE SAND 20-40"
VERY GRAVELLY COARSE SAND 40-70"
50'-2"PVC TIGHTLINE(SCH40) 2) GRAVELLY LOAMY MED SAND 0-20"
GRAVELLY COARSE SAND 20-40"
PROPOSED 10FTX36FT SAND LINED BED(IE.-98.5) VERY GRAVELLY COARSE SAND 40-70"
3) GRAVELLY LOAMY MED SAND 0-20"
10FTX36FT RESERVE AREA GRAVELLY COARSE SAND 20-40"
VERY GRAVELLY COARSE SAND 40-67"
10 RBM IS GROUND EL.@ PROPERTY CORNER(RBM=100.0) 4)
5)
I 6)
I
TANK DETAIL-NO SCALE
MASON p c EwG LID WITHCCESS HrsEA
I V ® � .1 ON 2G'ACCESS RISERS LID WRA CGASTIGHTIS SEAL
OO
ON 2d'ACCESS RISERS N10 0 N���NTYENV�R�12026 b} �' FINISH GRACE WATERPROOFADED
THREADED UNION�".,s SERVICE VALVE
OD I FIELD
MEyrAI HEALTH FROMS TANK FLOAT
FR
155.0 I I 155.0 OM SEWAGE f0 WMP
SOURCE H4MSER INDEPENDENT FLOAT STEM
FORFLOATMOUNTING
(1 T ROFF FLOAT
7 CK VALVE
APP ROVED EFFLUENT F ER UNCANT OFF
36.0 PpM Oft IN S IN SHF CK PpMP
HROUD
\-- CONTOUR LINES PER GIS,REFER TO APPLICATION FOR PROPERTY ACREAGE.
NAVD88 ELEVATION IS UNKOWN
101 THIS IS NOT A SURVEY:
L _ 1 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
05/,07/26 recommends that a licensed professional land surveyor always be used to set corners,
I '• ; " �; =; establish lot lines,determine elevations and topography and/or provide a legal site plan.
A fee may be charged for final inspection and record drawings
III 36.0 REVISION LOG:
III I 4 v, VERSION-DATE
a U Il r
A DA LI J.HUNTER
III I Ii(IIl i ll1'NI,
IIII O p 5
I I I 7 DAYTON AIRPORT RD TO A LEFT ON RIGA RD TO A LEFT ON KOKU ST HUNTER SEPTIC DESIGN DESIGNER:
10.0 FOLLOW TO HARD RIGHT TO SITE ON THE LEFT AT THE SIGN. ADAM HUNTER
6 PO Box 162/Olympia,WA 98507
j8.0 360-890-2778/adarn@hunterse ticdesign.com SITE ADDRESS:
SEPTIC SYSTEM DESIGN FOR: XX KOKU ST
DAYTON AIRPO DEREK JOHNSON-ZENITH HOMES Iflfl11 RIG SITE LEGAL:
LATVIAN VILLAGE LOT 22
SITE/PERMIT#: PAGE:
PARCEL NUMBER:
420085000022 1OF2
GENERAL CONSTRUCTION NOTES (SAND BED):
4"PVC INSPECTION PORT
BED DIMENSIONS: 10FT x 36FT
ORIGINAL GRADE
BED DEPTH: 4'-0"
BACKFILL: APPROVED EXCAVATED MATERIAL
SAND: ASTM C-33 -0 Y SAND/SANDY LOAM
PVC PERF PIPE
GRAVEL: 3/4"TO 2 1/2"WASHED DRAINROCK O O ,_)
SEPTIC TANK: NEW 1200GAL WATER TIGHT TANK
2�'WASHED DRAINROCK
PUMP CHAMBER: NEW 1200GAL WATER TIGHT TANK '-a'
PUMP MODEL: MYERS ME3F SET TO PUMP AT 60 GALLON INTERVALS
- 0- 6"
6"
CHECK VALVE AND HIGH LEVEL ALARM REQUIRED
4„
�._3.. "
SQUIRT HEIGHT: 24" (minimum) � 26 18 TO
NOTE: PLACE ORIFICE AT 3 O'CLOCK, USE"T"TO"T"TYPE CONSTRUCTION RESTRICTIVE
.' ASTM C-33 SAND
NOTE:ALL FOOTI.G AND DOWNSPOUT DRAINS MUST BE DIRECTED AWAY FROM SEPTIC COMPONENTS
I. ) L11FT
MASONCOUNTYFNV�RC 2O
MENTAL
oje HEALTH
PUMP(A)TO BE CONTROLLED BY TIMER SET TO DOSE 60 GALLONS,IF
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.
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 PVC PERF PIPE DETAIL- no scale
TO FINISHED GRADE MUST BE SEALED WATERTIGHT AT THE JOINT BETWEEN TANK AND THE
RISER.
3/16"
GENERAL NOTES 1.25" PVC PIPE ORIFICE
1. ANY VARIATIONS TO THIS DESIGN SHALL FIRST BE APPROVED BY JIM HUNTER&ASSOCIATES AND THE COUNTY SANITARIAN. SCH40
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 2-4
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
05/.07/26 2201 93rd Ave SW/Olympia,WA 98507
DRAINFIELD CAUSING PREMATURE DRAINFIELD FAILURE AND COSTLY REPAIRS. +'�'•s.
^, "s= = 360-890-2778/adarn@huntersepticdesign orn SITE ADDRESS:
7. ALL REQUIRED TESTS SHALL BE SUCCESSFULLY RUN PRIOR TO CALLING JIM HUNTER&ASSOCIATES FOR FINAL INSPECTION,ALL XX KOKU ST
.u. , •'t SEPTIC SYSTEM DESIGN FOR:
COMPONENTS,INCLUDING TANK ACCESS LIDS MUST BE ACCESSIBLE FOR INSPECTION.CONTRACTOR SHALL BE RESPONSIBLE FOR DEREK JOHNSON-ZENITH HOMES
_ "•' SITE LEGAL:
COST OF RETURN INSPECTIONS DUE TO FAILED TESTS OR INACCESSIBLE COMPONENTS. =:"k �: LATVIAN VILLAGE LOT 22
8. THIS IS A SPECIAL DESIGN DUE TO ADVERSE SOIL CONDITIONS,GROUNDWATER TABLE AND/OR TOPOGRAPHY.JIM HUNTER& J' PAGE:
ADAr,'J"nuNTAR SITE/PERMIT#: 2 OF 2
ASSOCIATES HAS DESIGNED THIS SYSTEM IN ACCORDANCE WITH ALL STATE AND COUNTY HEALTH DEPARTMENT REQUIREMENTS AND t a::;l' t t PARCEL NUMBER:
ASSUMES NO RESPONSIBILITY FOR ITS USE OR LONGEVITY.THE OWNER THEREFORE AGREES TO MAINTAIN AND MAKE ALL NECESSARY
"'^ "? �txe 420085000022
REPAIRS TO THE SYSTEM AT NO COST TO JIM HUNTER&ASSOCIATES.