HomeMy WebLinkAboutSWG2025-00360 - SWG Application / Design - 9/9/2025 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584
SHELTON:360-427-9670,EXT 400
�. BELFAIR:360-275-4467,EXT 400
--l1 Public Health & Human Services ELMA:360-482-5269,EXT 400
FAX:360-427-7787
On-Site Sewage System Permit: SWG2025-00360
APPLICANT FELD GLENN R &TAMMIE Phone:
Address: 6131 E PICKERING RD SHELTON, WA 98584
OWNER FELD GLENN R&TAMMIE Phone:
Address: 6131 E PICKERING RD SHELTON, WA 98584
SEPTIC DESIGNER Cooper, Justin Phone: 2533760479
Address: 12201 Osprey Drive Northwest Gig Harbor, WA 98332
SEPTIC INSTALLER WES GRAVES* Phone: 360-490-9428
Address: PO BOX 1460 SHELTON, WA 98584
Site Address: 6131 E PICKERING RD
Primary Parcel Number: 220163300000
Permit Description: Repair/upgrade to 5bd (4bd SFR + 1 bd ADU) Oscar X02
Permit Submitted Date: 09/09/2025
Permit Issued Date: 09/30/2025
Issued By: Rhonda Thompson
Current Permit Fees Paid: $825.00 (additional tees may be required upon installation of system).
Permit Expiration Date: 09/17/2026 (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 Drain field installation not to exceed designed upslope and downslope depth specified on
design form.
1 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/onsiteloss-inspection-request.php or call:
360-427-9670, extension 400.
,
ONLINE
OFFICIAL USE ONLY
MASON COUNTY DATERECENED O� 0, a� c
nelt AMOUNT RECENE4 �1( RECENED BY: W (n
Public Health & Human Services5 c _Q o_ N
Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 C
415 N.6th Street -Shelton,WA 98584 S W G ) 1 W 1 — 0 ( 3(nO O 2
CLEAR FORM ON-SITE SEWAGE SYSTEM APPLICATION n D
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APPLICANT PHONE `�) r-
TAMMIE FELD 360-990-0028 ✓ � z
MAILING ADDRESS-STREET.CITY,STATE,ZIP CODE el
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6131 E PICKERING RD, SHELTON, WA , 98584 V�C�\ m
SITE ADDRESS-STREET,CITY.ZIP CODE 0 Q.
6131 E PICKERING RD, SHELTON, WA , 98584 1:9,
NAME OF DESIGNER PHONE \ C'' ' <-.'\"N \A
v 11 .3
JUSTIN W COOPER / ONESCOOP INC 253-376-0479
NAME OF INSTALLER PHONE \
AAA SEPTIC / WES GRAVES 360-490-9428 \ Z P
PERMIT TYPE(select one) DRINKING WATER SOURCE
� �I
K RESIDENTIAL OSS b COMMUNITY OSS V COMMERCIAL OSS PRIVATE INDIVIDUAL WELL 6 PRIVATE TWO-PARTY WELL Z
TYPE OF WORK(select one) PUBLIC WATER SYSTEM
r
M.NEW CONSTRUCTION/UPGRA ES REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) TA X REP 1
SUBMITTALS ❑ SURFACING SEWAGE ® EXISTING FAILUR SHORELINE CO
El DESIGN FORM(REQUIRED) 0 SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE CREATED AFTER 4/1/2025? rc; Iw
❑ WAIVER(S)(IFAPPLICABLE) 5 4.14 IlYES ENO n I ID
DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gale)
4 HEADING SOUTH ON HIGHWAY 3 /TAKE A LEFT ON E PICKERING RD / SFR WILL BE Ic
ON THE LEFT SIDE. IF PICKERING RD E TURNS INTO E AGATE RD YOU HAVE GONE 1-
TO FAR. 4 SOIL LOGS ARE FLAGGED ON THE FAR WEST SIDE OF THE PARCEL ° I C
I
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. 1 Q
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE/FAILURE SOURCE(for reporting purposes)
0 VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT [HOME SALE ['COMPLAINT ❑OTHER:
INSPECTOR SOIL LOGS COMMENTS/CONDITIONS
� 0
0\ 01
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.
INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION D TE APPLICATION APPROVED/ISSUED BY DATE
ONA)17/1\ 1 I i q h c'l 9 f3soh-
THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:6/3/2025
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,
DESIGN FORM-PAGE ONE Assessor's Parcel Number: 2 2 0 1 6 3 3 0 0 0 0 0
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 aDa6 - 563(e 0 Designer's Name: JUSTIN W COOPER
Applicant's Name: TAMMI5 FELD Designer's Phone Number: 253-376-0479
Mailing Address: 6131 E PICKERING RD Designer's Address: 12201 OSPREY DR NW
SHELTON WA 98584 City State Zip GIG HARBOR WA 98332
CLEAR FORM
City State Zip Designer's Email COOPJUSTIN@GMAIL.COM
DESIGN PARAMETERS
Treatment Device
❑Glendon 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter 0 ATU Cl Other X02
Treatment Level(check all that apply): ftfA ❑ B ❑C ❑ BLl ❑BL2 ❑BL3 ❑E ❑N
Drainfield Type ®OSCAR X02
❑Gravity ❑ Pressure 0 Trench 0 Bed 0 Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 5 Schedule/Class PER X02 SPECIFICATIONS
Daily Flow: Operating Capacity 600 gpd Length ft
Daily Flow: Design Flow 600 gpd Diameter in
Septic Tank Capacity(working) 1500 gal Number
Receiving Soil Type(1-6) 5 Separation ft
Receiving Soil Appl. Rate .4 gpd/ft2 Orifices
Required Primary Area 1500 ft2 Total Number of Orifices PER X02 SPECIFICATIONS
Designed Primary Area 1500 ft2 Diameter in
Designed Reserve Area 1500 ft2 Spacing in
Basal Width 27 ft Manifold
Min Shoulder Length 55.6 ft Schedule/Class PER X02 SPECIFICATIONS
Elevation Measurements Length ft
Original Drainfield Area Slope 10 % Diameter 1 in
New Slope,If Altered % Preferred manifold configuration used? 0 Yes 0 No
Depth of Excavation Up-slope N/A in Transport Pipe
from Original Grade Down-slope N/A in Schedule/Class 1.25" SCH40 PVC
Designed Vertical Separation 12 in Length 515 ft
Gravel-based Drainfield Required? 0 Yes P1 No Diameter 1.25 in
Pump Required? Lo'Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day PER X02 SPECIFICATIONS
Diff.in Elevation Between Pump&Uppermost Orifice 19.3 ft Dose quantity gal
Drainfield Squirt Height/Selected Residual(head) 2 ft Chamber Capacity(flood) l5.--D1) gal
Uppermost Orifice 0 Higher 0 Lower thag p Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head 1 gpm Er Timer 0 Elapse Meter 0 Event Counter
Calculated Total Pressure Head 29.02 ft If Timer: Pump on 30 SEC off 3 M IN
Comments A P P R a`/E dump
SEP 3 0 2025
MASON MO FNVIRONMENTAL HEALTH
RET Revised: 6/11/2025
'DESIGN FORM-PAGE TWO Assessor's Parcel Number:12 12 10 11 16 13 13 10 10 10 10 10 I
Permit Number: SWG Qa'S- 003�o
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
le Test hole locations ilk Drainfield orientation and layout Reference depth from original grade:
112r Soil logs 12r Trench/bed dimensions and le Septic tank
er Property lines critical distances within layout iiir Drainfield cover
le Existingand proposed wells 0 D-Box/Valve box locations
P P Reference depth from original grade
within 100 ft of property le Septic tank/pump chamber and restrictive strata:
❑ Measurements to cuts,banks, and locations
Laterals, trench/bed, top and
surface water and critical areas le Observation port location bottom
❑ Location and orientation of Clean-out location 0 Curtain drain collector
curtain drain and all absorption 0 Manifold placement 0 Sand augmentation
components 0 Orifice placement Other cross-section detail:
le Location and dimension of 0 Lateral placement with distance V Observation ports/clean-outs
primary system and reserve area to edge of bed
g Other Information
le Buildings er Audible/visual alarm referenced Yes No
le Direction of slope indicator le Scale of drawing shown on scale 0 IErDesign staked out
1171 Waterlines bar ❑ ("Recorded Notices attached
0' Roads, easements,driveways, iP' Elevation benchmark and relative 0 leWaiver(s)attached
parking elevations of system components ❑ VPump curve attached
le North arrow and scale drawing 0' 0 Evaluation of failure
shown on scale bar Non-residential justification
❑ 0 Waste strength
❑ ❑ Flow
DESIGN APPROVAL
The undersigned designer must be notified by installer at time of installation leYes 0 No
9-23-25
Of re of : er 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:
1Z7 trWl 1,( 01c
Environmental Health Specialist Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved"by Mason County Public Health. r,��Z(
✓ The Onsite Sewage Permit has not expired, the Permit Expiration Date is: or! JO
✓ 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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