HomeMy WebLinkAboutSWG2026-00120 - SWG Application / Design - 4/23/2026 MASO IV COUNTY 415 N 6TH STREET,SHELTON, ,WAE 98584
SHELTON:360-427-9670XT400
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: SWG2026-00120
APPLICANT Hunter,Adam Phone: 360 753-1226
Address: 2201 93rd Ave SW Olympia, WA 98512
OWNER SOWINSKI LUCINDA M Phone:
Address: 171 E OLD FARM RD SHELTON,WA 98584
SEPTIC DESIGNER ADAM HUNTER* Phone: 360-753-1226
Address: PO Box 162 OLYMPIA,WA 98507
SEPTIC INSTALLER JOSHUA GUNIA* Phone: 360-273-3840
Address: 1602 West Valley Hwy S AUBURN,WA 98001
Site Address: 171 E OLD FARM RD
Primary Parcel Number: 220192104020
Permit Description: Repair 2bd pressure bed
Permit Submitted Date: 04/23/2026
Permit Issued Date: 05/07/2026
Issued By: Rhonda Thompson
Current Permit Fees Paid: $845.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 05/01/2027 (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 COUNTY DATERECENED: 04 ( 3
c Cl
AM0UNTRECENED: RECEIVED BY:
Public Health & Human Services v m
Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400
415 N.6th Street-Shelton,WA 98584 S W G _ 0
Z Cl)
ON-SITE SEWAGE SYSTEM APPLICATION
APPLICANT PHONE m rn
r
Envirotech Septic Solutions (FS2) 3602733840 z
C
MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE
12627 183rd Ave S Rochester WA 98579 00
I
SITE ADDRESS-STREET,CITY,ZIP CODE
n, . Shelton WA 98584
171 East Old Farm Road
No
NAME OF DESIGNER ®� PHONE N
ADAM HUNTER 3607531226
O
NAME OF INSTALLER PHONE I CD
ENVIROTECH .� 3602733840 < CD
PERMIT TYPE(select one) DRINKING WATER SOURCE I
O
RESIDENTIAL OSS bICOMMUNITYOSS ❑��'COMMERCIAL OSS ❑ PRIVATE INDIVIDUAL WELL ❑ PRIVATE 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 I
SUBMITTALS ❑ SURFACING SEWAGE • EXISTING FAILURE ❑SHORELINE
❑ DESIGN FORM(REQUIRED) 9 SEPTIC DESIGN(REQUIRED) BEDROOMS I LOT SIZE I WAS LOT CREATED AFTER 4/1/2025? O '
n
❑ WAIVER(S)(IF APPLICABLE) 2 5 YES NO X I
DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate)
AGATE EAST TO A RIGHT AT OLD FARM RD TO SITE ON THE LEFT I
I- I
O
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
RECORD DRAWING AND INSTALLATION REPORT
SOIL CODES:
V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL.
INS CTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED/ISSUED BY DATE
THIS FORM MAYBE CANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:01/09/2026
DESIGN FORM—PAGE ONE Assessor's Parcel Number: 220192104020
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"X 17"
PARCEL IDENTIFICATION
Permit Number: SWG_________ �
„ Designer's Name: ADAM HUNTER
�fl�.
Applicant's Name: Envirotech Septic Solutions (FIE Designer's Phone Number: 3607531226
Mailing Address:
12627 183rd Ave S Designer's Address: 2201 93RD AVE SW, STE A
Rochester WA 98579 City State Zip OLYMPIA WA 98512
City State Zip Designer's Email ADAM@HUNTERSEPTICDESIGN.COM
DESIGN PARAMETERS
Treatment Device
0Glendon OSand Filter ®Mound 0Sand Lined Drainfield ®Recirculating Filter ❑ATU O Other
Treatment Level(check all that apply): ❑A ❑B ❑ C O BLI ❑BL2 ❑BL3 1 E O N
Drainfield Type
❑ Gravity 15 Pressure O Trench I5 Bed O Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 2 Schedule/Class 40
Daily Flow: Operating Capacity 180 gpd Length 34 ft
Daily Flow: Design Flow 240 gpd Diameter 1.25 in
Septic Tank Capacity(working) 1200 gal Number 3
Receiving Soil Type(1-6) 3 Separation 3 ft
Receiving Soil Appl.Rate 0.8 gpd/ft2 Orifices
Required Primary Area 300 ft2 Total Number of Orifices 51
Designed Primary Area 306 ft2 Diameter 3/16 in
Designed Reserve Area 306 ft2 Spacing 24 in
TrenchBed Width 9 ft Manifold
TrenchBed Length 34 ft Schedule/Class 40
Elevation Measurements Length 6 ft
Original Drainfield Area Slope 2 % Diameter 2 in
New Slope,If Altered -4 2 % Preferred manifold configuration used? Yes ONo
Depth of Excavation Up-slope IZ in Transport Pipe
from Original Grade Down-slope O in Schedule/Class 40
Designed Vertical Separation 24 in Length 90 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 5 ft Dose quantity 40GAL gal
Drainfield Squirt Height/Selected Residual(head) 2 ft Chamber Capacity(flood) 1000 gal
Uppermost Orifice®Higher®Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head 29.895 gpm Timer lEI Elapse Meter Q Event Counter
Calculated Total Pressure Head 8.903 ft If Timer: Pump o 03 '1t q 4HRS
Comments
MAY 07 2026
MASON COUNTY€NVIRONMENTAL HEALTH
Revised: 6/11/2025
DESIGN FORM—PAGE TWO Assessor's Parcel Number:I220192104020 I
Permit Number: SWG — 001 oZ�
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
E!1 Test hole locations 0 Drainfield orientation and layout Reference depth from original grade:
0 Soil logs 0 Trench/bed dimensions and i Septic tank
0 Property lines critical distances within layout 0 Drainfield cover
0 Existing and proposed wells 0 D-Box/Valve box locations
p p Reference depth from original grade
within 100 ft of property M Septic tank/pump chamber and restrictive strata:
0 Measurements to cuts,banks, and locations p Laterals,trench/bed, top and
surface water and critical areas 0 Observation port location bottom
0 Location and orientation of 0 Clean-out location l9 Curtain drain collector
curtain drain and all absorption lEl Manifold placement 0 Sand augmentation
components 0 Orifice placement Other cross-section detail:
0 Location and dimension of lE Lateral placement with distance [9 Observation ports/clean-outs
primary system and reserve area to edge of bed
D Buildings Other Information
D Audible/visual alarm referenced Yes No
0 Direction of slope indicator 0 Scale of drawing shown on scale E 0 Design staked out
0 Waterlines bar 15 ❑ Recorded Notices attached
EEi Roads, easements, driveways, 12 •Elevation benchmark and relative 15 0 Waiver(s) attached
parking elevations of system components 19 0 Pump curve attached
EEl North arrow and scale drawing lB 0 Evaluation of failure
shown on scale bar Non-residential justification
0 0 Waste strength
0 ❑ Flow
DESIGN APPROVAL
The undersigned designer must be notified by installer at time of installation ®Yes O No
4/23/26
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:
Cf1 /7%
Environmental Healt Specialist Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWI G CONDITION:
v' The design is stamped"Approved"by Mason County Public Health. C
V' The Onsite Sewage Permit has not expired,the Permit Expiration Date is: ,J
✓ 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#: 220192104020
DATE SUBMITTED:04/23/26 LEGAULOT#:
SUBMITTED BY: ADAM HUNTER
APPLICANT: ENVIROTECH
ADDRESS:
I.CALCULATIONS
NUMBER OF BEDROOMS= 2
RESIDENTIAL GPD FLOW= 240
IF NON-RESIDENTIAL-GPD FLOW
WILL BE AS FOLLOWS:
GPD=
APPLICATION RATE= 0.8 GPD/FT2
REDUCTION=LEAVE BLANK IF NO REDUCTION TAKEN
DRAINFIELD SIZING
ABSORPTION AREA= 306 FT2
TRENCH LENGTH OR BED CONFIG.= 9FTX34FT BED
II.WATERPROOF SEPTIC TANK
COMPOSITION AND SIZE= 1200 GAL.CONCRETE
NEW OR EXISTING= EXISTING
III.DRAINFIELD CROSS SECTION
DEPTH TO DRAINROCK BOTTOM= N/A-GRAVELLESS CHAMBERS
ROCK DEPTH BELOW PIPE= N/A-GRAVELLESS CHAMBERS
SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE
MATERIAL/SEASONAL SATURATION= >2'-0"
FILL DEPTH= 1'-0"
TRENCH WIDTH= 9'-0"
IV. PUMP REQUIREMENT
DOSING VOLUME IN GALLONS= 40
NUMBER OF DOSES PER DAY= 6
V.PRESSURE CALCULATIONS
USING PIPE CLASS 40
ORIFICE 3/16
04//23/26
APPROVED
MAY
07 2026
w'Y MASON COUNTY ENVIRONMENTAL HEALTH
A DA.J.IIUNTER '
RET
PAGE 2
LATERAL#1 =
SQUIRT HEIGHT(FT) 2.00
(NOTE(2):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= 34.00
ORIFICE SPACING= 2'0"
DISTANCE FROM END CAP= 1'0"
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= 34.00
ORIFICE SPACING= 2'0"
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= 34.00
ORIFICE SPACING= 2'0"
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 29.895 1.393
BC 1.50 2.00 19.930 0.011
CD 3.00 2.00 9.965 0.006
DE 34.00 1.25 9.965 0.493
TOTAL= 1.903
**TOTAL HEAD LOSS **
1)FRICTION LOSS THROUGH SYSTEM= 1.903
2)ELEVATION DIFFERENCE = 5.000
3)RESIDUAL = 2.000
TOTAL= 8.903
04//23/26
APPROVED
MAY 07 2026
ADAL� �"rE�•••�'= MASON COUNTY ENVIRONMENTAL HEALTH
RET
MYERS ME3
Capacity liters per minute
0 so 100 2.50 200 250
40 , 12
it - -10
3a : 1
I
2
,I I
0 — 0
0 10 20 3u 40 50 60 70
Capacity gaLLans per mT'hute
APPROVED
04//23/26 MAY 072026
MASON COUNTYEN0RONMENTAL HEALTH
:y: RET
ADAr.I J.HUITER
NOTES:
330.0 1 13 0 RESTRICTIVE LAYER BELOW: 38"
/-9.0 • FIVE TIMES RULE MET
SCALE: 1" = 100FT 10 • ELAPSE TIME METER AND EVENT COUNTER REQUIRED
34.0/� /
4 • RISERS TO SURFACE REQUIRED OVER ALL TANK LIDS
1 (IE. - // /R/A • OPERATION CAPACITY OF THE SYSTEM IS 180 GPD
99.
3 f / // X34.0 SOIL LOGS:
1) GRAVELLY LOAMY MEDIUM SAND 0-12"
t VERY GRAVELLY TO GRAVELLY MED.SAND 12-38"
2 L MOTTLING 38"+
/
10 EXIS ING FORCEM IN / 2) GRAVELLY LOAMY MEDIUM SAND 0-13"
GRAVELLY MED.SAND 13-38"
9d 1D MOTTLING 38"+
9,s 5 3)
0
/ - -
SEE DETAIL / — \ / 8 4)
o 5)
!J j \ 12
O
6)
/
/ SCALE: 1" = 30FT I 7)
11
657.0 657.0
11 l TANK DETAIL-NO SCALE
t CLE oa UDWITHGAS=HTSER.
ON 24'ACCESS RISERSWITH GASTIGHTON
ON 24 ACCESS RISERS
WATERPROOF JUN DUNN ON GRADESERVICE VALVE
I FIELD
FROM SEWAGE Ff9"AT
FLOATrl
2 SOURCE HAMRER STEM�pNTINGA ® TM UND FLOAT
HECK VALVE
APPROVED EFFLUENTF ERUNDAM OFF
ATPUMPOCKMA, 0OUD
MASON COUN1`Y�N�p202G
I� CONTOUR LINES PER GIS,REFER TO APPLICATION FOR PROPERTY ACREAGE.
HMENTAL HEALTH NAVD88 ELEVATION IS UNKOWN
I� RET
THIS IS NOT A SURVEY:
I� 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
Im
and construction of the proposed septic system design.Hunter Septic Design
04/.23/26 recommends that a licensed professional land surveyor always be used to set corners,
'R`+• establish lot lines,determine elevations and topographyand/orprovide a legal site plan.
EXISTING 2 BDRM RES 9
330.0
2O EXISTING WELL A fee may be charged for final inspection and record drawings
O EXISTING DRIVE REVISION LOG:
n y/. '•S
VERSION-DATE
4O EXISTING STUBOUT/CLEANOUT t' ApA(,1 J.IIUNTER L•
�x�c»121Xzt .+
EXISTING SEPTIC TANK(CERTIFY PRIOR TO REUSE) L,,,_E, •
EXISTING 24"X48"PERMITTED PUMP BASIN W/GRINDER PUMP
7O PROPOSED PUMP CHAMBER(PUMP EL.-94.0) AGATE RD EAST TO A RIGHT ON OLD FARM RD TO SITE ON THE LEFT. HUNTER SEPTIC DESIGN DESIGNER:
90'-2"PVC TIGHTLINE(SCH40) ADAM HUNTER
PO Box 162/Olympia,WA 98507
PROPOSED DRAINFIELD AND RESERVE AREA 360-890-2778/adam@huntersepticdesi n.com SITE ADDRESS:
AGATE SEPTIC SYSTEM DESIGN FOR: 171 E OLD FARM RD
10 OUTBUILDINGS
ENVIROTECH
11 WATERLINE SITE LEGAL:
BLA12-32 PARCEL 2
12 FAILED D.F.(DUE TO AGE-ABANDON) SITE/PERMIT#: PAGE:
PARCEL NUMBER:
13 RBM IS GROUND EL.@ T.H.2(RBM=100.0) 220192104020 1 OF 2
OLDI RM
GENERAL CONSTRUCTION NOTES (BED):
4"PVC INSPECTION PORT
BED DIMENSIONS: 9FT x 34FT ORIGINAL GRADE
BED DEPTH: 1'-2"
BACKFILL: APPROVED EXCAVATED MATERIAL
1.25
G LOAMY SAND/SANDY LOAM PVC
l PVC PERF PIPE
RAVEL: N/A-GRAVELLESS CHAMBERS SCH40
SEPTIC TANK: EXISTING 1200GAL. WATER TIGHT TANK
PUMP CHAMBER: NEW 1000GAL. WATER TIGHT TANK LESS CHAMBER
(MUST/J (MUST BE ON DOH LIST)
PUMP MODEL: MYERS ME3F SET TO PUMP AT 40 GALLON INTERVALS
CHECK VALVE AND HIGH LEVEL ALARM REQUIRED
SQUIRT HEIGHT: 24" (minimum)
NOTE: PLACE ORIFICE AT 12 O'CLOCK, USE"T"TO"T"TYPE CONSTRUCTION 24"TO
NOTE:ALL FOOTING AND DOWNSPOUT DRAINS MUST BE DIRECTED AWAY FROM SEPTIC COMPONENTS 16 3'-0" RESTRICTIVE
9FT
APPROVED
MAY 072026
MASON COUNTY ENVIRONMENTAL HEALTH
RET
PUMP(A)TO BE CONTROLLED BY TIMER SET TO DOSE 40 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 PVC PERF PIPE DETAIL- no scale
HIGH GROUNDWATER RATED TANKS WILL BE REQUIRED.THE RISERS
TO FINISHED GRADE MUST BE SEALED WATERTIGHT AT THE JOINT BETWEEN TANK AND THE
RISER. 3/16"
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. 0„
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
04/. 3(26 2201 93rd Ave SW/Olympia,WA 98507
DRAINFIELD CAUSING PREMATURE DRAINFIELD FAILURE AND COSTLY REPAIRS.
360-890-2778/adam@huntersepticdesign.com SITE ADDRESS:
7. ALL REQUIRED TESTS SHALL BE SUCCESSFULLY RUN PRIOR TO CALLING JIM HUNTER&ASSOCIATES FOR FINAL INSPECTION,ALL e T 171 E OLD FARM RD
SEPTIC SYSTEM DESIGN FOR:
COMPONENTS,INCLUDING TANK ACCESS LIDS MUST BE ACCESSIBLE FOR INSPECTION.CONTRACTOR SHALL BE RESPONSIBLE FOR ENVIROTECH
`•` SITE LEGAL:
COST OF RETURN INSPECTIONS DUE TO FAILED TESTS OR INACCESSIBLE COMPONENTS. `� ' :s BLA12-32 PARCEL 2
8. THIS IS A SPECIAL DESIGN DUE TO ADVERSE SOIL CONDITIONS,GROUNDWATER TABLE AND/OR TOPOGRAPHY.JIM HUNTER& ?' �2OF
ADAM J.HUNTER
SITE/PERMIT#:
ASSOCIATES HAS DESIGNED THIS SYSTEM IN ACCORDANCE WITH ALL STATE AND COUNTY HEALTH DEPARTMENT REQUIREMENTS AND I c.l ri:`.e':iI+F-`::;i� PARCEL NUMBER:
stn',
ASSUMES NO RESPONSIBILITY FOR ITS USE OR LONGEVITY.THE OWNER THEREFORE AGREES TO MAINTAIN AND MAKE ALL NECESSARY 220192104020
REPAIRS TO THE SYSTEM AT NO COST TO JIM HUNTER&ASSOCIATES.