HomeMy WebLinkAboutSWG2026-00029 - SWG Application / Design - 2/2/2026 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: SWG2026-00029
APPLICANT Hunter,Adam Phone: 360 753-1226
Address: 2201 93rd Ave SW Olympia, WA 98512
CONTACT Vann, Nyomi Phone: 5038679022
Address: 5854 Sw Beaverton Hillsdale Hwy Portland, OR 97221
OWNER VANN NYOMI F Phone:
Address: 181 N VALLEY DR SHELTON, WA 98584
SEPTIC DESIGNER JIM HUNTER* Phone: 360-753-1226
Address: PO BOX 162 OLYMPIA, WA 98507
Site Address: 181 N UNION DR
Primary Parcel Number: 422045100081
Permit Description: Repair 3bd pressure sandlined bed
Permit Submitted Date: 02/02/2026
Permit Issued Date: 02/06/2026
Issued By: Rhonda Thompson
Current Permit Fees Paid: $845.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 02/06/2027 (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 CO TY DATE RECEIVED: 2/2/26
A AMOUNT RECEIVED: RECEIVED BY: CO CO
Public Health & Human Services $845 online
v_ m
Environmental Health 360-4 A 985 ext.400 or 360-275.4467,ext,400 S V V G 2026-00029 O
415 N.6th Street-Shelton,WA 98584
(n
CLEAR FORM ON-SITE SEWAGE SYSTEM APPLICATION
APPLICANT PHONE m m
NYOMI VANN 503 867-9022
MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE
5854 SW BEAVERTON HILLSDALE HWY PORTLAND OR 97224 m
SITE ADDRESS-STREET,CITY,ZIP CODE
181 N UNION DR HOODPORT WA 98548
NAME OF DESIGNER PHONE IV
JIM HUNTER 360 753-1226 .
NAME OF INSTALLER PHONE
6
PERMIT TYPE(select one) DRINKING WATER SOURCE
lRESIDENTIAL OSS COMMUNITY OSS I0�COMMERCIAL OSS E PRIVATE INDIVIDUAL WELL (PRIVATE TWO-PARTY WELL Z
I, CO
Pi PUBLIC WATER SYSTEM LAKE CUSHMAN WATER
TYPE OF WORK(select one)
ii5INEW CONSTRUCTION/UPGRADES RIREPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE X REPAIR
SUBMITTALS 0 SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE
. .;DESIGN FORM(REQUIRED) II.SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 4/1/2026?
o
EWAIVER(S)(IFAPPLICABLE) 3 0.21 ❑ YES EI NO 0
DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate)
LAKE CUSHMAN RD, LEFT AT DUCKABUSH WAY, LEFT ON DUCKABUSH DR E,
RIGHT ON UNION DR TO SITE ON LEFT AT ADDRESS 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 0 MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑HOME SALE ❑COMPLAINT 'JOINER: •
INSPECTOR SOIL LOGS COMMENTS/CONDITIONS
TH1: 0-18 fill, 18-58 VGLMS, 58+ bottom (caved in)
TH2: 0-24 fill, 26-58 VGLMS, 58+ bottom (caved in)
TH3: 0-22 fill, 22-33 VGLMS (reserve)
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.
INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED/ISSUED BY DATE
AtrIPA1611' 2/6/26 2/6/27 105 2/6/26 •
THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:4/14/2025
•
DESIGN FORM—PAGE ONE Assessor's Parcel Number: 42204-51-00081-- --
A design will be reviewed when 3 copies of each of the following are submitted:
'1 Completed design form that has been signed and dated. '1 Scaled layout sketch,including all applicable items on checklist.
'1 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: II"X 17"
PARCEL IDENTIFICATION
Permit Number: SWG 2026-00029 Designer's Name: ADAM HUNTER
Applicant's Name: NYOMI VANN Designer's Phone Number: 3607531226
Mailing Address:
5854 SW BEAVERTON HILLSDd Designer's Address: PO BOX 162
PORTLAND OR 97224 City State Zip OLYMPIA WA 98507
City State Zip Designer's Email JHANDASSOCIATES@HOTMAIL.COM
DESIGN PARAMETERS
Treatment Device
❑Glendon ❑ Sand Filter O Mound O Sand Lined Drainfield O Recirculating Filter _ATU O Other
Treatment Level(check all that apply): IA J B J C J BLI J BL2 J BL3 J F ___11\1
Drainfield Type
❑Gravity l /Pressure O Trench O Bed 6'Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 3 Schedule/Class SCH40
Daily Flow:Operating Capacity •'L-1.O gpd Length 45 ft
Daily Flow:Design Flow (;,O gpd Diameter 1.25 in
Septic Tank Capacity(working) 1200 gal Number 4
Receiving Soil Type(1-6) `3 Separation -Z,,,5 ft
Receiving Soil Appl.Rate J. a gpd/ft2 Orifices
Required Primary Area ((.g73 ft2 Total Number of Orifices 80
Designed Primary Area t-t-c6 ft' Diameter 3/16 in
Designed Reserve Area 4-S73 ft'- Spacing 28 in
Trench/Bed Width 10 ft Manifold
Trench/Bed Length 45 ft Schedule/Class SCH40
Elevation Measurements Length 1 ft
Original Drainfield Area Slope `L % fn Diameter 2 in
CD
New Slope,If Altered
2 % N Preferred manifold configuration used? [ Yes O No
Depth of Excavation Up-slope 28 L in 0
o Transport Pipe
from Original Grade Down-slope 26 e in vi Schedule/Class SCH40
cn
Designed Vertical Separation 24 in n Length 65 ft
Gravel-based Drainfield Required? 'Yes O No p Diameter 2 in
m
Pump Required? PfYes O No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 6
Diff.in Elevation Between Pump&Uppermost Orifice 0.500 ft Dose quantity 60 gal
Drainfield Squirt Height/Selected Residual(head) 2 ft Chamber Capacity(flood) 1200 gal
Uppermost Orifice EfHigher O Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head 46.894 gpm 121/Timer 6 Elapse Meter Event Counter
Calculated Total Pressure Head 56.714 ft If Timer: Pump on L03,`L ,Pump off i D3.0
Comments - -
EH APPROVED
Rhonda Thompson 02/06/2026
Revised:4/14/2025
DESIGN FORM—PAGE TWO Assessor's Parcel Number:42204-51-00081--
Permit Number: SWG 2026-00029
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
g Test hole locations 61 Drainfield orientation and layout Reference depth from original grade:
If Soil logs Ei Trench/bed dimensions and ®" Septic tank
g Property lines critical distances within layout ❑' Drainfield cover
g Existing and proposed wells ' D-Box/Valve box locations Reference depth from original grade
within 100 ft of property Septic tanlc/pump chamber and restrictive strata:
El Measurements to cuts,banks,and locations ❑ Laterals, trench/bed,top and
surface water and critical areas Eif Observation port location bottom
I2 Location and orientation of D' Clean-out location 62' Curtain drain collector
curtain drain and all absorption E21' Manifold placement Ei Sand augmentation
components 6a Orifice placement Other cross-section detail:
Location and dimension of
[fi Lateral placement with distance Observation ports/clean-outs
primary system and reserve area to edge of bed
El Buildings Other Information
Er Audible/visual alarm referenced Yes No
Ef Direction of slope indicator Ef Scale of drawing shown on scale El' O Design staked out
g Waterlines bar O O Recorded Notices attached
g Roads,easements,driveways, ❑� Elevation benchmark and relative O O Waiver(s)attached
parking elevations of system components Ei O Pump curve attached
g North arrow and scale drawing O 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 i : a /r/lt i :, .f installation Ef Yes No
-
Signature of D igner 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:
2/6/26
Environmental Health Specialist Date
CAUTION: DESIGN APPROVAL 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: 2/6/27
✓ 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:4/14/2025
PAGE 1
MASON COUNTY HEALTH DEPARTMENT
ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN
SITE#: PARCEL#: 42204-51-00081
DATE SUBMITTED: 02/02/26 LEGAULOT#: LAKE CUSHMAN
#6TR81
SUBMITTED BY: JIM HUNTER
APPLICANT: NYOMI VANN
ADDRESS: 5854 SW BEVERTON HILLSDALE HWY
PORTLAND,OR 97224
I.CALCULATIONS
NUMBER OF BEDROOMS= 3
RESIDENTIAL GPD FLOW= 360
IF NON-RESIDENTIAL-GPD FLOW
WILL BE AS FOLLOWS:
GPD=
APPLICATION RATE 0.8 GPD/FT2
REDUCTION=LEAVE BLANK 1F NOT USED
DRAINFIELD SIZING
ABSORPTION AREA= 450 FT2
TRENCH LENGTH OR BED CONFIG.= 10 FT X 45 FT
II.WATERPROOF SEPTIC TANK
COMPOSITION AND SIZE= 1200 GAL.CONCRETE
NEW OR EXISTING= NEW
III.DRAINFIELD CROSS SECTION
DEPTH TO DRAINROCK BOTTOM= 4'-0"
ROCK DEPTH BELOW PIPE= 0'-9"
SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE
MATERIAUSEASONAL SATURATION= >2'-0"
FILL DEPTH= 2'-0"
TRENCH WIDTH= N/A
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
- fc 2 - 2-�2..,c
EH APPROVED „k„
Rhonda Thompson 02/06/2026 stlal:rl •
Q om,
PMES R.t9lto ER
LICENS{U 6t tr.",PdER
EXPIRES: 01722/14 4
EH APPROVED PAGE 2
Rhonda Thompson 02/06/2026
LATERAL#1=
SQUIRT HEIGHT(FT)= 2.00
(NOTE(I):ORIFICE DISCHARGE RATE=(11.79)X(ORIFICE DIAMETER)SQ2 X
SO ROOT OF(TOTAL PRESSURE HEAD)
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 45.00
ORIFICE SPACING= 2'4"
DISTANCE FROM END CAP= 0'3"
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= 45.00
ORIFICE SPACING= 2'4"
DISTANCE FROM END CAP= 0'3"
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= 45.00
ORIFICE SPACING= 2'4"
DISTANCE FROM END CAP= 0'3"
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= 45.00
ORIFICE SPACING= 2'4"
DISTANCE FROM END CAP= 0'3"
NUMBER OF HOLES= 20
LATERAL DISCHARGE RATE= 11.724
LENGTH DIAMETER FLOW FRICTION LOSS
SECTION (FT) (IN) (GPM) (FT)
AB 65.00 2.00 46.894 2.314
BC 1.25 2.00 23.447 0.012
CD 2.50 2.00 11.724 0.007
DE 45.00 1.25 11.724 0.881
TOTAL= 3.214
Z -Zf0 "TOTAL HEAD LOSS "
p^ 1)FRICTION LOSS THROUGH SYSTEM= 3.214
�• - � s' . 2)ELEVATION DIFFERENCE = 0.500
3)RESIDUAL = 2.000
51 a)Z73 `•
a �1a:lC � MINHER ).
UC.F°ltF fi- r Y TOTAL= 5.714
t tSI,,N'r_R
rt;nn�c.r: {)3/.;.2/.L
- - 1
a
MYERS ME3 SERIES
•
EH APPROVED
Rhonda Thompson 02/06/2026 •
•
•
CAPACITY LITERS PER MINUTE .
0 50 - 100 150 200 250
40 , T.- . ' 12.
al offia 10
30 ` ms,µ _ —� us
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0 — k t - 2- 2Co
0 10 20 30 40 50 60 Mr -(" l
CAPACITY GALLONS PER MINUTE -.r
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\_---� Z _.-_-- i -0 . '\.(:)V Rhonda Thompson 02/06/2026
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A FEE WILL BE CHARGED AFTER INSTALLATION FOR FINAL INSPECTION &RECORD DRAWING
i t - t'
• 0 (0 'U0 • LAKE CUSHMAN RD, LEFT AT DUCKABUSH WAY, JIM.HUNTER AND ASSOCIATES
/
BM..YO,.n'''„G.« ...CLAM..�G.9nG A
�M� LEFT ON DUCKABUSH DR E, RIGHT ON UNION DR P.O.BOX 162,OLY,WA 98507 753-1226 JHANDASSOCIATES@HOTMAILCOM
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rE55 af5EAE p5,.Gft,C: 1l OWE,.♦..MR SEHviCE vµ2
__ P....ACE °\ TO SITE ON LEFT AT ADDRESS.
''.- DESIGNER-JIM HUNTER
FROM�� sea "'ti r •,) � SEPTICSYSTEM DESIGN FOR-
inG...Ex.GE SG.nCE "� RGABt,G!Ni ■ '� � ,�.�.��. 1- Ea E.G,+ME . a20 -1•Mtfr NYOMI VANN
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SCAVEnT9 ,,,., _ ^°w4 LEGAL- LAKE CUSHMAN#6 TR 81 OF
SEPTIC TYPTANICAL) PUMP PUMP CHAMBER)TYPICAL) TP#
42204-51-00081 SITE#
4"PVC INSPECTION PORT
v 1 r� X(5-rt (,:,(2,...4,1a,
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GENERAL CONSTRUCTION NOTES II =1 LOAMY SAND/SANDY LOAM
BED DIMENSIONS - 10 FT X 45 FT Per designer ' 11=i11-111=111aII=ill=
16" =1 i I=n 1=Ti—I 1=11II=i
phonecall ISII II�II-IlL14.
BED DEPTH - SEE BED SECTION with Rhonda III�III-1111I1IIII-11111 III
GRAVEL- 3/4" -2 1/2"WASHED ROCK 2/6/26 \ J III II IIi III III I FILTER FABRIC
SAND - ASTM C-33
I O O (J� 1 1/4" PVC PERF PIPE CL SCH40
BACKFILL- APPROVED EXCAVATED MATERIAL 40" , 1 -0"
2 WASHED DRAINROCK
SEPTIC TANK- NEW 1,200 GAL. WATER TIGHT TANK
PUMP CHAMBER-1,200 GAL.WATER TIGHT \ ( J
PUMP MODEL - MYERS ME3F SET TO PUMP AT 60 GAL.
'
INTERVALS. CHECK VALVE AND HIGH LEVEL ALARM REQUIRED 1' 0"
NOTE:PLACE ORIFICE AT3 O'CLOCK USE"T"TO"T"TYPE CONSTRUCTION j ASTM C-33 SAND
NOTE: ALL FOOTING DRAINS, ROOF DRAINS, AND STORWATER RUN-OFF `, \., \Ij'
MUST BE DIVERTED AWAY FROM ANY SEPTIC SYSTEM COMPONENT. 10'-0"
18"
/ /\ \ \ l / / /\-\ / /\ \ \ RESTRICTIVE LAYER
r r. �Z`V
NOTE:END OF EACH LATERAL IS TO HAVE A SWEEP 90 RISERS ARE REQUIRED TO OR ABOVE FINISHED GRADE . - ')..O.'
?,Z
WITH THREADED END CAP TO JUST BELOW FINISHED GRADE L
OVER TANK LIDS. IF GROUNDWATER OVER THE TOP OF C -,
AND SHALL BE MARKED BY BURIED REBAR SECTION FORf-;(4..... *'
_ THE TANKS IS A CONCERN,THEN RISERS MUST BE PLACED `"`•..' CT 1.
FUTURE LOCATING WITH METAL DETECTOR ' '- 'IN
OVERALL TANK LIDS TO THE SURFACE. THE RISERSMUST BE SEALED WATERTIGHT AT THE JOINT BETWEEN "„i-2,
c.- ./ ..
n 3/16" HOLES
TANK AND THE RISER cy' 51rs+1273 •26,-,
!AMES R.hfi 3'ffER `' • o
GENERAL. NOTES �� L! F,-.7s Dss_. FEP, 11/4" PVC PIPE
`'�� `' ' `��� CLASS SCH40
EXFPES: 0*.'22/t.-
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 2'-4"
AREA. REMOVAL OF TOP SOIL COULD RENDER THE SITE UNUSABLE. -
OWNER SHALL BE AWARE OF THE POSSIBILITY OF TANKS FLOATING OUT OF THE GROUND SHOULD THE TANKS BE PUMPED o 1 1/4" PVC PERF PIPE DETAIL
EMPTY DURING SEASONAL HIGH WATER TABLE CONDITIONS. EH APPROVED NO SCALE
Rhonda Thompson 02/06/2026
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. JIM rT HUNTER AND ASSOCIATES
THE ADDITION OF AN APPROVED EFFLUENT FILTER IN THE SEPTIC TANK IS REQUIRED TO ENSURE THAT SOLIDS DO NOT P.O.BOX 162,OLY,WA 98507 753-1226 JHANDASSOCIATTESS@HOTMAILCOM
PASS TO THE DRAINFIELD CAUSING PREMATURE DRAINFIELD FAILURE AND COSTLY REPAIR.
PUMP(A)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 .
INSPECTION. ALL COMPONENTS,INCLUDING ALL TANK ACCESS LIDS MUST BE ACCESSIBLE FOR INSPECTION. DOSE 60 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 NYOMI VANN
COMPONENTS BASED ON MEASURED PUMP OUTPUT RATE
SITE ADDR- - 181 N UNION DR
THIS IS A SPECIAL DESIGN DUE TO ADVERSE SOIL CONDITIONS,GROUNDWATER TABLE AND/OR TOPOGRAPHY. JIM
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- LAKE CUSHYMAN#6 TR 81 OF
THE OWNER THEREFORE AGREES TO MAINTAIN AND MAKE ALL NECESSARY REPAIRS TO THE SYSTEM AT
TP# 42004-51-00081
NO COST TO JIM HUNTER&ASSOCIATES.