HomeMy WebLinkAboutSWG2025-00167 - SWG Application / Design - 5/19/2025 eM- ‘: 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: SWG2025-00167
APPLICANT SPEAR ET AL LOGAN & BRENNA Phone: 360-239-1541
Address: ANDREW& MARCY SPEAR SHELTON, WA 98584
OWNER SPEAR ET AL LOGAN & BRENNA Phone: 360-239-1541
Address: ANDREW& MARCY SPEAR SHELTON, WA 98584
SEPTIC DESIGNER MICAH HALVERSON* Phone: 360-490-6365
Address: PO BOX 1519 SHELTON, WA 98584
Site Address: UNKNOWN
Primary Parcel Number: 320241290002
Permit Description: new 3BR SFR - pressure distribution
Permit Submitted Date: 05/05/2025
Permit Issued Date: 05/22/2025
Issued By: Jeff Wilmoth
Current Permit Fees Paid: $555.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 05/19/2028 (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 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.
OFFICIAL USE ONLY -- `
MASON COUNTY DATE RECEIVED: 51 S is
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AMOUCEIVED: RECEIVED BY:
P Public Health & Human Services o Cl)
Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 ��� ` I ^ <
415 N.6th Street-Shelton,WA 98584 - \/ - _ g O
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13
ON-SITE SEWAGE SYSTEM APPLICATION
a 73
3 C)
m APPLICANT PHONE m
Logan Spear 360-239-1541 - z
MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE (N.)
2000 W Shelton Valley Rd SHELTON WA 98584 co M
SITE ADDRESS-STREET,CITY,ZIP CODE D
TR2OFSP #2539 � I (''
NAME OF DESIGNER PHONE N I N)MICAH HALVERSON 360-490-6365 CO
NAME OF INSTALLER PHONEa
°' I o
LOGAN SPEAR
= IV
PERMIT TYPE(select one) DRINKING WATER SOURCE O
I1 RESIDENTIAL OSS rl COMMUNITY OSS h COMMERCIAL OSS ❑ PRIVATE INDIVIDUAL WELL 10 PRIVATE TWO-PARTY WELL Z I
TYPE OF WORK(select one) ❑ PUBLIC WATER SYSTEM
M NEW CONSTRUCTION/UPGRADES n REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE X REPAIR I —1
SUBMITTALS 0 SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINEco
DESIGN FORM(REQUIRED) W.1 SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 4/1/2025') 0 I Ni
t WAIVER(S)(IF APPLICABLE) 3 1.5AC ❑ YES 0 NO 0 I
X I (CD
DIRECTIONS TO SITE AND SITE CONDITIONS.(ex.locked gate)
FROM HWY 3 TURN ONTO E AGATE RD AT STOP SIGN (AGATE STORE) CONTINUE I c'
EAST ON E AGATE RD. TURN RIGHT ONTO E EMILY LN (PRIVATE DRIVE). TRAVEL
SOUTH TO LOT 2 ON LEFT. TEST HOLES MARKED WITH PINK RIBBON —1
-1 0
Ic
N.)
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I Ni
OFFICIAL USE ONLY BELOW THIS LINE --
UPGRADE/FAILURE SOURCE(for reporting purposes)
0 VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT ['HOME SALE ['COMPLAINT ['OTHER:
INSPECTOR SOIL LOGS !! COMMENTS/CONDITIONS
� Algko
37 Fi� S
O
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.
ECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE ICATION APPROVED:ISSUED BY DATE
11 ' 5— �°►A ,l 1 - a\AS-�1r
T S 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:/Z 0 Z C/ -- / Z — O (9° Z
I 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 public view on the Mason County Web site.Maximum paper size: 11"X 17"
PARCEL IDENTIFICATION
Permit Number: SWG asa5-D01,61' Designer's Name: MICAH HALVERSON
Logan Spear Designer's Phone Number: 360-490-6365
Applicant's Name: PO BOX 1519 0
Mailing Address: 2000 W Shelton Valley Rd Designer's Address: SHELTON WA 98584 y
SHELTON WA 98584 City State Zip 0
City State Zip Designer's Email HALVERSONDESIGNLLC(
46
DESIGN PARAMETERS
Treatment Device
❑Glendon 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter 0 ATU LI OthetSEPTIC TANK
Treatment Level(check all that apply): ❑ A 0 B 0 C 0 BL1 ❑BL2 ❑BL3 O E El N
Drainfield Type
❑Gravity
Pressure It 'Trench 0 Bed 0 Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 3 Schedule/Class 40
Daily Flow:Operating Capacity 270 gpd Length 40 ft
Daily Flow:Design Flow 360 gpd Diameter 1 1/4 in
Septic Tank Capacity(working) 1200 gal Number 5
Receiving Soil Type(1-6) 4 Separation 2 ft
Receiving Soil Appl.Rate .6 gpd/ft2 Orifices
Required Primary Area 600 ft2 Total Number of Orifices 50
Designed Primary Area 600 ft2 Diameter 3/16 in
Designed Reserve Area 600 ft2 Spacing 48 in
Trench/Bed Width 3 ft Manifold
Trench/Bed Length 200 ft Schedule/Class 40
Elevation Measurements Length PREFERRED ft
Original Drainfield Area Slope <5 % Diameter 2 in
New Slope,If Altered SAME % Preferred manifold configuration used? st Yes 0 No
Depth of Excavation Up-slope 10 in Transport Pipe
from Original Grade Dom_slope 6-8.2 in Schedule/Class 40
Designed Vertical Separation 24+ in Length 100 ft
Gravel-based Drainfield Required? if Yes 0 No Diameter 2 in
Pump Required? el Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 6
Diff.in Elevation Between Pump&Uppermost Orifice 14 ft Dose quantity 45 gal
Drainfield Squirt Height/Selected Residual(head) 2+ ft Chamber Capacity(flood) 1200 gal
Pump controls:Please check those required.
Uppermost Orifice Higher ❑Lower than Pump Shutoff g Elapse Meter fi� Event Counter
Capacity @ Total Pressure Head 43.7 gpm Ili Timer
25.1 If Timer: Pumpon T-; '. 1.. 1 o -S
I .
Calculated Total Pressure Head ft � � r
,
Comments ,r
;
MAY 2 2 2025 'y
MASON COUNTY ENVIRONMENTAL N,- . -:.
J B W Revised:4/14/2025
DESIGN FORM-PAGE TWO Assessor's Parcel Number:E Z O Z L -- L Z -- c1 r o O Z
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
66 Test hole locations 6/1 Drainfield orientation and layout Reference depth from original grade:
21 Soil logs WI Trench/bed dimensions and g Septic tank
621 Property lines critical distances within layout 6g Drainfield cover
Iii Existing and proposed wells Ed D-Box/Valve box locations Reference depth from original grade
within 100 ft of property lit Septic tank/pump chamber and restrictive strata:
121 Measurements to cuts,banks,and locations Gd Laterals,trench/bed,top and
surface water and critical areas 12i Observation port location bottom
ili Location and orientation of lif Clean-out location 0 Curtain drain collector
curtain drain and all absorption It Manifold placement 0 Sand augmentation
components E2i Orifice placement Other cross-section detail:
60 Location and dimension of lid Lateral placement with distance 6.1 Observation ports/clean-outs
primary system and reserve area to edge of bed Other Information
Pi Buildings 121 Audible/visual alarm referenced Yes No
iii Direction of slope indicator 21 Scale of drawing shown on scale ❑ GI Design staked out
lii Waterlines bar 0 if Recorded Notices attached
iZI Roads,easements,driveways, El Elevation benchmark and relative 0 66 Waiver(s)attached
parking elevations of system components l ' 0 Pump curve attached
l2i North arrow and scale drawing 0 12i Evaluation of failure
shown on scale bar Non-residential justification
❑ En Waste strength
❑ l2i Flow
DESIGN APPROVAL
The undersigned designer must b otified by installer at time of installation 64 Yes 0 No
g741 /F0 2-t'
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:
9i9 C,1 iL 5-5-2-2 -2-5
E t ntal 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: 5- 1'9- a r
✓ 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 Maso bt{r.. ', th.
MAY 2 2 2025
An Installation Fee is required. MASON COUNTY ENVIRONf 1EN-a, i-f=ii Ti-i
This form may be scanned and available for public view on the Mason County Webjew Revised:4/14/2025
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M.Halverson Design LLC Logan Spear
PO Box 1519 Shelton Wa 98584 Mailing. 2000 W Shelton Valley Rd TR 2 OF SP #2539 1
Shelton, Wa 98584
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PO Box 1519 Shelton Wa 98584 Ma�r�g. 2000 W Shelton Valley Rd TR 2 OF SP #2539 4
Shelton, Wa 98584
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QWnP.I/A�plicant Site Info. Parcel# 32024-12-90002 SHEET NUMBER
M.Halverson Design LLC Logan Spear
PO Box 1519 Shelton Wa 98584 Mailing: 2000 W Shelton Valley Rd
Shelton, Wa 98584 TR 2 OF SP #2539 5
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