HomeMy WebLinkAboutSWG2025-00271 - SWG Application / Design - 7/7/2025 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584
SHELTON:360-427-9670,EXT 400
J 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: SWG2025-00271
APPLICANT WILSON SCOTT &JILL Phone:
Address: PO BOX 698 ELMA, WA 98541
OWNER WILSON SCOTT &JILL Phone:
Address: PO BOX 698 ELMA, WA 98541
SEPTIC DESIGNER MICAH HALVERSON* Phone: 360-490-6365
Address: PO BOX 1519 SHELTON, WA 98584
Site Address: 651 W Benthein Rd
Primary Parcel Number: 619301300000
Permit Description: New 4BR SFR -Sand Lined Pressure Bed
Permit Submitted Date: 07/07/2025
Permit Issued Date: 07/21/2025
Issued By: Jeff Wilmoth
Current Permit Fees Paid: $555.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 07/08/2028 (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 Drainfield 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/onsite/oss-inspection-request.php or call:
360-427-9670, extension 400.
OFFICIAL USE ONLY -
it•rilJ MASON COUNTY DATERECENED: ---� r aoa5 (n
AMOUNT RECEIVED: RECENE[�y'� W (n
Public Health & Human Services 5S� �cJl 0_ m
Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 C N
415 N.6th Street -Shelton,WA 98584 SWG a c)a5 - ocla- 1 .i.
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ON-SITE SEWAGE SYSTEM APPLICATION D A
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APPLICANT PHONE
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WILSON, SCOTT & JILL 406-490-1549 z
MAILING ADDRESS-STREET.CITY.STATE.ZIP CODE E
PO BOX 698 Elma Wa 98541 co
SITE ADDRESS-STREET,CITY,ZIP CODE
651 W BENTHEIN RD, ELMA 98541
NAME OF DESIGNER PHONE
Micah Halverson 360-490-6365
NAME OF INSTALLER PHONE 0
Unknown 5
PERMIT TYPE(select one) DRINKING WATER SOURCE_ Q
vf RESIDENTIAL OSS ri COMMUNITY OSS n COMMERCIAL OSS 4 PRIVATE INDIVIDUAL WELL ❑ PRIVATE TWO-PARTY WELL Z Icy
TYPE OF WORK(select one) l] PUBLIC WATER SYSTEM r
Of NEW CONSTRUCTION/UPGRADES rl REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE X REPAIR h-
SUBMITTALS 0 SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE W
E DESIGN FORM(REQUIRED) El (�SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 4/1/2025? O
❑ WAIVER(S)(IF APPLICABLE) 4 13.9Ac EyEs ENO n I I
DIRECTIONS TO SITE AND SITE CONDITIONS.(ex.locked gate)
From Shelton dive West on W Shelton Matlock rd to Matlock, turn left onto W Matlock Brady IC:
rd. turn left onto W Schafer Park rd. turn left onto W Benthein rd (AKA Old Schafer Grade). r I�
There is a large wood gate to Access this Property, Please Notify Applicant or Designer
before entering property. Test Holes are marked with pink ribbon I IC
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. IC)
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE/FAILURE SOURCE(for reporting purposes)
❑VOLUNTARY 0 MAINTENANCE/PUMPING ❑BUILDING PERMIT ['HOME SALE ['COMPLAINT ❑OTHER:
INSPECTOR SOIL LOGS COMMENTS I CONDITIONS
-**.. '2 Y I 1 t<
0.,„...-
72_-(1/ 6--(
S
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
SPE TOR SIGNATURE DATE APPLICATION EXPIRATION DATE AP ATION APPROVED/ISSUED BY DATE
TH F A BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:6/3/2025
AIIIIIMMINIMIlr
DESIGN FORM—PAGE ONE Assessor's Parcel Number: 16 1 9 3 l0 1 3 0 0 0 0 0
A design will be reviewed when 3 conies 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 tublic view on the Mason County Web site.Maximum paler size: 11"X 17"
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Permit Number: SWGez,2 Oc&S -00.E 1 Designer's Name: Micah Halverson
Applicant's Name:
WILSON,SCOTT&JILL Designer's Phone Number: 360-490-6365
Mailing Address:
PO BOX 698 Designer's Address: PO Box 1519
Elma Wa 98541 City State Zip Shelton Wa 98584
Ci State Zip, Designer's Email halversondesignllc@outlook.com
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1 Treatment Device
❑Glendon 0 Sand Filter 0 Mound ® Sand Lined Drainfield 0 Recirculating Filter 0 ATU 0 Other
Treatment Level(check all that apply): 0 A VIB 0 C 0 BL 1 0 BL2 0 BL3 YJ1 E ❑N
Drainfield Type
❑Gravity ifPressure 0 Trench Ur Bed 0 Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 4 Schedule/Class 40
Daily Flow: Operating Capacity 380 gpd Length 54 ft
Daily Flow:Design Flow 480 gpd Diameter 1 1/4 in
Septic Tank Capacity(working) 1200 gal Number 3
Receiving Soil Type(1-6) 1 Separation 3 ft
Receiving Soil Appl.Rate 1.0 gpd/ft2 Orifices
Required Primary Area 480 ft2 Total Number of Orifices 84
Designed Primary Area 486 ft2 Diameter 1/8 in
Designed Reserve Area 486 ft2 Spacing 22.5 in
Trench/Bed Width 9 ft Manifold
Trench/Bed Length 54 ft Schedule/Class 40
Elevation Measurements Length 6 ft
Original Drainfield Area Slope <1 % Diameter 2.5 in
New Slope,If Altered % Preferred manifold configuration used? 0 Yes I 'No
Depth of Excavation Up-slope 48 in Transport Pipe
from Original Grade Down-slope 48 in Schedule/Class 40
Designed Vertical Separation 24+ in Length 100 ft
Gravel-based Drainfield Required? g Yes 0 No Diameter 2 in
Pump Required? le Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 19
Diff.in Elevation Between Pump&Uppermost Orifice 5 ft Dose quantity 20 gal
Drainfield Squirt Height/Selected Residual(head) 5 ft Chamber Capacity(flood) 1500 gal
Uppermost Orifice 0 Higher &1 Lower than Pump Shutoff Pump controls: Please check those required.
Capacity @ Total Pressure Head 36.7 gpm lir Timer 'a _• - • er r Event Counter
Calculated Total Pressure Head 15.4 ft If Timer: Pump on , ' • Pdjp c rs
�. 1
Comments JUL 2 1 2025 •
.
MASON COUNTY ENVIRONMENTAL HEALTH
JBW
Revised: 6/11/2025
,
DESIGN FORM—PAGE TWO Assessor's Parcel Number.tt6111913I01113 0101010101
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
it Test hole locations V Drainfield orientation and layout Reference depth from original grade:
it Soil logs it Trench/bed dimensions and lif Septic tank
WI Property lines critical distances within layout 17i Drainfield cover
er Existing and proposed wells V D-Box/Valve box locations Reference depth from original grade
within 100 ft of property it Septic tank/pump chamber and restrictive strata:
Measurements to cuts,banks,and locations i ' Laterals,trench/bed,top and
surface water and critical areas ( Observation port location bottom
laf Location and orientation of i ' Clean-out location 0 Curtain drain collector
curtain drain and all absorption Q1 Manifold placement 0 Sand augmentation
components Qf Orifice placement Other cross-section detail:
Of Location and dimension of ( ' Lateral placement with distance it Observation ports/clean-outs
primary system and reserve area to edge of bed Other Information
ii 1 Buildings 1' Audible/visual alarm referenced Yes No
it Direction of slope indicator gir Scale of drawing shown on scale 0 ft Design staked out
it Waterlines bar 0 IarRecorded Notices attached
iiti Roads,easements,driveways, (i Elevation benchmark and relative 0 it Waiver(s)attached
parking elevations of system components il 0 Pump curve attached
ie North arrow and scale drawing
0 it Evaluation of failure
shown on scale bar Non-residential justification
❑ lit Waste strength
❑ 'Flow
DESIGN APPROVAL
The undersigned designer must be tified by installer at time of installation dYes 0 No
7/ (rot r
Signature of 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:
`W v"D
1 n —]-Zl —0.5
�
E iro tal Health Specialist Date
CAUTION: DESIGN APPR VAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved"by Mason County Public Health. 1
✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: C—
✓ 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
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