HomeMy WebLinkAboutSWG2025-00119 - SWG Application / Design - 4/7/2025 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584
J L 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: SWG2025-00119
APPLICANT Hunter,Adam Phone: 360 753-1226
Address: 2201 93rd Ave SW Olympia, WA 98512
OWNER HAJO MASON LLC Phone: 253-316-2289
Address: 11416 SE 72ND ST NEWCASTLE, WA 98056
SEPTIC DESIGNER ADAM HUNTER* Phone: 360-753-1226
Address: PO Box 162 OLYMPIA. WA 98507
SEPTIC INSTALLER STEPHEN HURST* Phone: 360-273-3840
Address: 12627 183RD AVE SW ROCHESTER, WA 98579
Site Address: UNKNOWN
Primary Parcel Number: 320304300210
Permit Description: Repair 4bd pressure trench
Permit Submitted Date: 04/07/2025
Permit Issued Date: 04/18/2025
Issued By: Rhonda Thompson
Current Permit Fees Paid: $825.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 04/11/2026 (based on date of inspection)
Permit Conditions:
1 Proposed development subject to zoning requirements and approval by the planning
department staff per Mason County Title 17.
2 Permit must be installed by a Mason County Certified Installer unless prior written
authorization from Mason County is obtained.
3 Drain field installation not to exceed designed upslope and downslope depth specified on
design form.
4 Installer is responsible for obtaining Mason County installation approval prior to backfill of
system components.
5 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to
backfill of system components.
6 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/onsiteloss-inspection-request.php or call:
360-427-9670, extension 400.
yr.
OFFICIAL USE ONLY
MASON COUNTY PUBLIC HEALTH DATE RECEIVED: 4/7/2025
l/) D
ONSITE SEWAGE SYSTEM APPLICATION AMOUNT RECEIVED. 825 RECEIVED BY:online COm
415 N 6th Street,(Bldg 8) Shelton WA,98584 N
Shelton:360-427-9670ext400 Belfair:360.275-4467ext400 SWG 2025 — 00119 0
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APPLICANT PHONE > >
LUIS LEMUS 2533162289 m m
MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE
182 SE VIC KING RD SHELTON WA 98584
SITE ADDRESS-STREET.CITY,ZIP CODE W
182 SE VIC KING RD SHELTON WA 98584
NAME OF DESIGNER PHONE
ADAM HUNTER 3607531226
NAME OF INSTALLER PHONE
ENVIROTECH
CHECK ALL APPLICABLE ITEMS DRINKING WATER SOURCE 0
❑ NEW CONSTRUCTION 0 RV HOLDING TANK ONLY PRIVATE INDIVIDUAL WELL (n
❑ REPLACEMENT SYSTEM ❑ INSTALLATION PERMIT ONLY ❑ PRIVATE TWO-PARTY WELL O
C''1
❑ TABLE 9 REPAIR El SINGLE
I SINGLE FAMILY 0 COMMUNITY/PUBLIC WATER SYSTEM N
O
❑ TANK(S)ONLY ❑ COMMERCIAL SYSTEM NAME: (6')
❑ UPGRADE TO EXISTING ❑ OTHER: BEDROOMS LOT SIZE
❑ EXISTING FAILURE "Record Drawing required 4 5.9
W
for all Installations" r I O
DIRECTIONS TO SITE-BE SPECIFIC AND ADVISE OF ANY NEEDED INFORMATION FOR ACCESS(ex locked gate) 0 8
HWY3 TO WEST ON VIC KING RD TO SITE AT THE END.
r
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 ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ['HOME SALE ['COMPLAINT ❑OTHER:
INSPECTOR SOIL LOGS COMMENTS I CONDITIONS
TH1 : 0-24LFS, 24-57 MS, 57+ bottom
TH2: 0-24 SiL, 24-57 MS, 57+ bottom
SOIL CODES:
V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS
INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION A"t'NUVtu MY DATE
c I pc j L 1, 4/11/25 4/11/26 EH APPROVED
Rhonda Thompson 04;18;2025
THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/7/2015
DESIGN FORM—PAGE ONE Assessor's Parcel Number: 32030-43-00210
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 2025-00119 Designer's Name: ADAM HUNTER
Applicant's Name: LUIS LEMUS Designer's Phone Number: 360-753-1226
Mailing Address: 182 SE VIC KING RD Designer's Address: PO BOX 162
SHELTON WA 98584 OLYMPIA WA 98507
City State Zip City State Zip
DESIGN PARAMETERS
Treatment Device
❑Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter,Type:
❑Aerobic Unit Make/Model 0 Disinfection Unit Make/Model Other:
Drainfield Type
❑Gravity Er 6 'Trench 0 Bed 0 Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 4 Schedule/Class 40
Daily Flow:Operating Capacity 360 gpd Length 50 ft
Daily Flow: Design Flow 480 gpd Diameter 1.25 in
Septic Tank Capacity 1200 gal Number 4
Receiving Soil Type(1-6) 3 Separation 6FT(SOUTH)13FT(NORTH) ft
Receiving Soil Appl.Rate 0.8 gpd/ft2 Orifices
Required Primary Area 600 ft2 Total Number of Orifices 68
Designed Primary Area 600 ft2 Diameter 3/16 _ in
Designed Reserve Area 600 - ft2 Spacing 36 in
Trench/Bed Width 3 ft Manifold
Trench/Bed Length 200 ft Schedule/Class 40
Elevation Measurements Length 18 ft
Original Drainfield Area Slope 10 % Diameter 2 in
New Slope,If Altered 10 % Preferred manifold configuration used? 'Yes 0 No
Depth of Excavation Up-slope 33 in Transport Pipe
from Original Grade Down-slope 29 in Schedule/Class 40
Designed Vertical Separation 24 in Length 80 ft
Gravelless Chambers Required? 0 Yes 0 No 0 Optional Diameter 2 in
Pump Required? 0 Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 6
Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 80 gal
Orifice 2.7 ft Chamber Capacity 1200 gal
Uppermost Orifice 0 Higher 0 Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head 39.86 gpm OTimer 6d2Elapse Meter aEvent Counter
Calculated Total Pressure Head 5.522 ft If Timer: Pump on 80GAL ,Pump off 4HRS
Comments
EH APPROVED
Rhonda Thompson 04/18/2025
DESIGN FORM—PAGE TWO Assessor's Parcel Number: 32030-43-00-210
Permit Number: SWG 2025-00119
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
E' Test hole locations la Drainfield orientation and layout Reference depth from original grade:
E' Soil logs E' Trench/bed dimensions and ' Septic tank
l' Property lines critical distances within layout ❑' Drainfield cover
E' Existing and proposed wells 61 D-Box/Valve box locations Reference depth from original grade
within 100 ft of property la Septic tank/pump chamber and restrictive strata:
l' Measurements to cuts,banks,and locations ❑ Laterals,trench/bed,top and
surface water and critical areas E' Observation port location bottom
l' Location and orientation of 9' Clean-out location 0 Curtain drain collector
curtain drain and all absorption E' Manifold placement 0 Sand augmentation
components E' Orifice placement Other cross-section detail:
121 Location and dimension of Lateral placement with distance la Observation ports/clean-outs
primary system and reserve area to edge of bed
g Other Information
Eil Buildings la Audible/visual alarm referenced Yes No
g Direction of slope indicator E' Scale of drawing shown on scale l21' 0 Design staked out
13 Waterlines bar 0 0 Recorded Notices attached
E' Roads,easements,driveways, 0 0 Waiver(s)attached
parking 0 0 Pump curve attached
E3 North arrow and scale drawing 0 0 Evaluation of failure
shown on scale bar Non-residential justification
❑ ❑ Waste strength
❑ ❑ Flow
DESIGN APPROVAL
The undersigned designer . se n a by installer at time of installation 0 Yes 0 No
Alr 4/7/25
gnat.re of Designer Date
The undersigned has reviewed\thi design on behalf of Mason County Public Health and determined it to be in
compliance with state and loca on-site regulations: f "��,,
ZA YI "t'SE)44- 4/18/25
Environmental Health Specialist Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved"by Mason County Public Health. 4/11/26
/ 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.
Updated Date: 12/7/2015
I
PAGE 1
MASON COUNTY HEALTH DEPARTMENT
ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN
SITE#: PARCEL#: 320304300210
DATE SUBMITTED: 04/07/25 LEGAULOT#: PCL 3 OF
•
BLA#10-14
SUBMITTED BY: ADAM HUNTER
4 APPLICANT: LUIS LEMUS
ADDRESS: 182 SE VIC KING RD
SHELTON,WA 98584
II.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= 600 FT2
TRENCH LENGTH OR BED CONFIG.= 4-SOFT LATERALS
II.WATERPROOF SEPTIC TANK
COMPOSITION AND SIZE= 1200 GAL.CONCRETE
NEW OR EXISTING= PROPOSED
III.DRAINFIELD CROSS SECTION
DEPTH TO DRAINROCK BOTTOM= 2'-9"
ROCK DEPTH BELOW PIPE= 0'-6"
SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE
MATERIAUSEASONAL SATURATION= >2'-0"
FILL DEPTH= 2'-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
f01 .
0 . .„ 4/7/25 EH APPROVED
4, ;,, Rhonda Thompson 04/18/2025
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AMU HUNTER %; ,
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26
PAGE 2
LATERAL#1=
SQUIRT HEIGHT(FT)= 2.00
(NOTE(1):ORIFICE DISCHARGE RATE=(11.79)X(ORIFICE DIAMETER)S02 X
SO ROOT OF(TOTAL PRESSURE HEAD)
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#2=
SQUIRT HEIGHT(Fr)= 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 50.00
ORIFICE SPACING= 3'0"
i DISTANCE FROM END CAP= 1'0"
NUMBER OF HOLES= 17
LATERAL DISCHARGE RATE= 9.965
LATERAL#3=
SQUIRT HEIGHT(Fr)= 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#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 80.00 2.00 39.860 2.109
BC 1.00 2.00 19.930 0.007
CD 18.00 2.00 9.965 0.037
DE 60.00 1.25 9.965 0.869
TOTAL= 3.022
•'TOTAL HEAD LOSS "
1)FRICTION LOSS THROUGH SYSTEM= 3.022
2)ELEVATION DIFFERENCE = 0.500
3)RESIDUAL = 2.000
ffr: 4/7/25 TOTAL= 5.522
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