HomeMy WebLinkAboutSWG2025-00166 - SWG Application / As-Built - 5/22/2025 014 : 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: SWG2025-00166
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: 320241290003
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 requi•ed 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 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.
4
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
M- ,.. MASON COUNTY DATE RECEIVED: S /. /6--.
cn D
Atv10U.i • CO VD: RECEIVEDB: COf Public Health & Human Services '1i. �l ,i U � ` , v m
u)
Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 B
/// y415 N.6th Street - Shelton,WA 98584 SWG S — I J1` v -0
Z 6
ON-SITE SEWAGE SYSTEM APPLICATION
D 73
3 n
APPLICANT PHONE rn rn
Logan Spear 360-239-1541 0) Cr
MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE N.)C 3
2000 W Shelton Valley Rd SHELTON WA 98584 (0 m
SITE ADDRESS-STREET,CITY,ZIP CODE
TR 3 OF SP #2539 71tI c.''
CD
NAME OF DESIGNER PHONE NO I N
MICAH HALVERSON 360-490-6365 0
NAME OF INSTALLER PHONE
v
LOGAN SPEAR R I N
PERMIT TYPE(select one) DRINKING WATER SOURCE 0
Of RESIDENTIAL OSS r1 COMMUNITY OSS In COMMERCIAL OSS rl PRIVATE INDIVIDUAL WELL Cg PRIVATE TWO-PARTY WELL Z
TYPE OF WORK(select one) ❑ PUBLIC WATER SYSTEM
Of—NEW CONSTRUCTION/UPGRADES C7 REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) 0 TABLE X REPAIR I
SUBMITTALS 0 SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE CO
I„ DESIGN FORM(REQUIRED) 1l SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 4/1/20257 O ( N
WAIVER(S)(IF APPLICABLE) 3 1.49AC 0 YES ❑� NO I
ICO
DIRECTIONS TO SITE AND SITE CONDITIONS (ex locked gate)
FROM HWY 3 TURN ONTO E AGATE RD AT STOP SIGN (AGATE STORE) CONTINUE I o
EAST ON E AGATE RD. TURN RIGHT ONTO E EMILY LN (PRIVATE DRIVE). TRAVEL
SOUTH TO LOT 3 ON LEFT. TEST HOLES MARKED WITH PINK RIBBON o I o
coIo
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I W
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE/FAILURE SOURCE(for reporting purposes) ^
0 VOLUNTARY 0 MAINTENANCE/PUMPING D BUILDING PERMIT ❑HOME SALE ['COMPLAINT ❑OTHER: ,,
INSPECTOR SOIL LOGS COMMENTS/CONDITIONS O
�rl. FO
14 3V" L
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
I ECTORLi \ o
SIGNATURE / _'q...2... . DATE APPLICATION EXPIRATION DATE APP TION APPROVED/ISSUED BY DATE
� le
� ' ,' , S -/°(' -� �! lln/c7, ,-22 -,
T S MAY BE SCANN�D AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:4/14/2025
1
' DESIGN FORM—PAGE ONE Assessor's Parcel Number: Z_O Z g -- .L2 -- .q000 3
A design will be reviewed when 3 copies of each of the following are submitted:
`'Completed design form that has been signed and dated. '0 Scaled layout sketch,including all applicable items on checklist.
'0 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 aper size: II"X 17
Permit Number: SWG o4 uV'tab Designer's Name: MICAH HALVERSON /
Applicant's Name: Logan Spear Designer's Phone Number: 360-490-6365 5
Mailing Address: 2000 W Shelton Valley Rd Designer's Address: PO BOX 1519
SHELTON WA 98584 City State Zip SHELTON WA 98584 ---t-
City State Zip Designer's Email HALVERSONDESIGNLLC@a
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��4£' � Sw4--xn�?.'.l'�.�.��?�� a..��`;.��'�[r..T,`Y>�'.. ��.._ .�zR,...�.���. n ._ . .... .. . �E,3. -4'.L-�,�,'��;E:..:.. . .. ..... .� ,. ... - ..
Treatment Device
❑Glendon 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter 0 ATU 0 OthetSEPTIC TANK
Treatment Level(check all that apply): El A ❑ B 0 C 0 BLI ❑ BL2 ❑BL3 PI E El N
` Drainfield Type
❑ Gravity I 'Pressure IE(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 44 ft
Daily Flow:Design Flow 360 gpd Diameter 1 1/4 in
7
Septic Tank Capacity(working) 1200 gal Number 7
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 56
Designed Primary Area 616 ft2 Diameter 3/16 in
Designed Reserve Area 600 ft2 Spacing 66 in
Trench/Bed Width 2 ft Manifold
Trench/Bed Length 308 ft Schedule/Class 40
Length PREFERRED ft
Elevation Measurements Len g
Original Drainfield Area Slope 16 % Diameter 2 in
New Slope,If Altered SAME % Preferred manifold configuration used? ErYes 0 No
Depth of Excavation Up-slope 10 in Transport Pipe
from Original Grade Down-slope 6.16 in Schedule/Class 40
Designed Vertical Separation 24+ in Length 50 ft
Gravel-based Drainfield Required? l 'Yes 0 No Diameter 2 in
Pump Required? Er Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 6
11
Diff.in Elevation Between Pump&Uppermost Orifice !6 ft Dose quantity 45 gal
Drainfield Squirt Height/Selected Residual(head) 2 4- ft Chamber Capacity(flood) 1200 gal
Uppermost Orifice I1�..Higher 0 Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head 48.9 gpm el Timer Er Elapse Meter IX Event Counter
Calculated Total Pressure Head 26.8 ft If Timer: Pump on . D ,,,,,Pump off 4HRS
Comments i: a" A a ,,,, 1
's" ,i
MAY 2 2 2025
vil SON COUNTY E! ';!? °.1,--'
Revised:'4//14/2025
DESIGN FORM—PAGE TWO Assessor's Parcel Number: 3 2 0 L q -- / Z -- q 0 CO 3
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
O Test hole locations E Drainfield orientation and layout Reference depth from original grade:
O Soil logs 0 Trench/bed dimensions and 0 Septic tank
O Property lines critical distances within layout ®' Drainfield cover
O Existingand proposed wells g D-Box/Valve box locations
Reference depth from original grade
within 100 ft of property 0 Septic tank/pump chamber and restrictive strata:
PI Measurements to cuts,banks, and locations la Laterals,trench/bed,top and
surface water and critical areas 0 Observation port location bottom
B Location and orientation of 0 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:
O Location and dimension of g Lateral placement with distance 0 Observation ports/clean-outs
primary system and reserve area to edge of bed
Buildings g Other Information
0 !g Audible/visual alarm referenced Yes No
O Direction of slope indicator Q Scale of drawing shown on scale 0 I 'Design staked out
F! Waterlines bar 0 0 Recorded Notices attached
F Roads, easements,driveways, p Elevation benchmark and relative 0 0 Waiver(s)attached
parking elevations of system components 0 0 Pump curve attached
O North arrow and scale drawing 0 0 Evaluation of failure
shown on scale bar Non-residential Justification
❑ 0 Waste strength
❑ O Flow
DESIGN APPROVAL
The undersigned designer must be 'feed by installer at time of installation Er Yes 0 No
,c)/y/Z OZ3
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:
Environmental 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:
✓ 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 Ma on County Public Health.
PPROVE _
An Installation Fee is required. MAY 21 205
This form may be scanned and available for public view on the M n,Cou�ty Web site. R :4/14/2025
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M.Halverson Design LLC Owner/Applicant 1 ngan Spear ,Site Into• Parcel# 32024-12-90003 SHEET NUMBER
PO Box 1519 Shelton Wa 98584 Mailing: 2000 W Shelton Valley Rd
Shelton, Wa 98584 TR 3 OF SP #2539
Halversondesignllc@outlook.com
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PO Box 1519 Shelton Wa 98584 Mailing: 2000 W Shelton Valley Rd
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M.Halverson Design LLC Logan Spear Parcel# 32024-12-90003
PO Box 1519 Shelton Wa 98584 Mailing: 2000 W Shelton Valley Rd
Shelton, Wa 98584 TR 3 OF SP #2539
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