HomeMy WebLinkAboutSWG2025-00270 - SWG Application / Design - 7/30/2025 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584
SHELTON:360-427-9670, EXT 400
.I I■ 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: SWG2025-00270
APPLICANT WORRELL ZACHARY Phone:
Address: 7520 GOODMAN DRIVE NW GIG HARBOR, WA 98332
OWNER WORRELL ZACHARY Phone:
Address: 7520 GOODMAN DRIVE NW GIG HARBOR, WA 98332
SEPTIC DESIGNER MICAH HALVERSON* Phone: 360-490-6365
Address: PO BOX 1519 SHELTON, WA 98584
Site Address: 1051 E Spencer Lake Rd
Primary Parcel Number: 221314001000
Permit Description: new 4br gravity trench
Permit Submitted Date: 07/07/2025
Permit Issued Date: 07/30/2025
Issued By: Jeff Wilmoth
Current Permit Fees Paid: $555.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 07/17/2028 (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
t•rit'yJ MASON COUNTY DATE RECEIVED: _ act 5 c N
AMOUNT RECEIVED: RECENED BY: _^ W m
Public Health & Human Services Srvs �J_/1J v CO
Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 C Cl)
415 N.6th Street- Shelton,WA 98584 S W G a al .c3�C g 2
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13
ON-SITE SEWAGE SYSTEM APPLICATION Dxi
3 C)
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APPLICANT PHONE
WORRELL, ZACHARY 907-209-5875 r
MAILING ADDRESS-STREET,CITY.STATE,ZIP CODE 3
7520 GOODMAN DRIVE NW GIG HARBOR Wa 98332 03
SITE ADDRESS-STREET,CITY,ZIP CODE IN
1051 E SPENCER LAKE RD Shelton
NAME OF DESIGNER PHONE I ^`
v
Micah Halverson 360-490-6365 t
NAME OF INSTALLER PHONE ci
I<--
Homeowner (WORRELL, ZACHARY) Z
PERMIT TYPE(select one) I�
DRINKING WATER SOURCE O
fJI RESIDENTIAL OSS COMMUNITY OSS It_,COMMERCIAL OSS F+7� PRIVATE INDIVIDUAL WELL ❑ PRIVATE TWO-PARTY WELL Z I,---
PUBLIC WATER SYSTEM t
TYPE OF WORK(select one)
I,7( NEW CONSTRUCTION/UPGRADES rl REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) 0 TABLE X REPAIR I -
SUBMITTALS 0 SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE to
IC)
p DESIGN FORM(REQUIRED) ❑✓ SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS ❑
SLOTCREATEDAFTER 4/1/2025? O I
❑ WAIVER(S)(IF APPLICABLE) 4 4OC4L ✓ YES NO 0
d
DIRECTIONS TO SITE AND SITE CONDITIONS:(ex locked gate)
From Shelton take HWY 3 toward Belfair, turn onto E Agate rd, at Pioneer school turn left I —
onto E Spencer Lake Rd, driveway will be on left in 1 Mile. Contact Applicant or Designer for r
Gate access. Test holes are marked with pink ribbon o I O
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I 0
OFFICIAL USE ONLY BELOW THIS LINE- - -
UPGRADE/FAILURE SOURCE(for reporting purposes)
0 VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT ['HOME SALE ['COMPLAINT 0 OTHER.
C
INSPECTOR SOIL LOGS OMMENTS/CONDITIONS
I 4A-0+4 ((.
` 143 - U — (y) \
`td \ RECORD DRAWING AND INSTALLATION REPORT
SOIL CODES: REQUIRED FOR FINAL APPROVAL.
V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS
I TOR SIGNATURE DATE APPLICATION EXPIRATION DATE
APP TION APPROVED/ISSUED BY DATE
•
h� ,; ,i.7-�1�S 7-17-vZ`d �<<r�se 730
V' y Revised:6/3/2025
T I M MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE
i
DESIGN FORM—PAGE ONE
Assessor's Parcel Number: 1 2 2 1 3 1 4 0 0 1 0 I 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 public view on the Mason County Web site.Maximum paper size:e 11"X 17
7 a ,x x. �i2 ' .. "> }'M#'T�,b..°`. ,.'`4' yr`y2 7'''7 f}i `_ - ...¢F x,Y: .„ . .. .�.t53r -a3�nce,.7 az .
P.
�3•pax` � '�3..,cr�-�r�,-..k�� : �a:,..:�:.��.��<
"'�"""'"-� -`~ �`r'�"-� Designer's Name: Micah Halverson
Permit Number: SW( .
Go�'� Designer's Phone Number: 360-490-6365
Applicant's Name: WORRELL,ZACHARY gn
7520 GOODMAN DRIVE NW Designer's Address:
PO Box 1519
Mailing Address: Shelton Wa 98584
GIG HARBOR WA 98332 City State Zip halversondesignllc@outlook.com
CityState Z • Designer'st� �.�, �- 4 ��� ��'��,�.��
r 5 ' ' -._ gi,. h,.�v'�..�'S',�`N+•3 ' "?2 r�,^ ''1 �fia£x 'i ":1 r" _ .' `'y'WWWy;OMiti>_,` �'�i
mat
R
r
Treatment Device O,/Other Attn.Zone
0 Glendon CISand Filter 0 Mound 0 Sand Lined Drainfield CIRecirculating Filter 0 ATU
Treatment Level(check all that apply): ❑A ❑B ❑C ❑BL1 0 BL2 0 BL3 erE ❑N
Drainfield Type ❑ Sub Surface Drip
Gravity
0 Pressure Trench 0 Bed
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms
4 Schedule/Class 2729
50 ft
Daily Flow:Operating Capacity 360 gpd Length
Daily Flow:Design Flow 480 gpdDiameter 4 in4
Septic Tank Capacity(working) 1200 gal Number
Receiving Soil Type(1-6)
3 Separation 9 On Center ft
Receiving Soil Appl.Rate 0.8 gpd/ft2 OrificesPerf
Required Primary Area 600 ft2 Total Number of Orifices
Designed Primary Area
600 ft2 Diameter to
Designed Reserve Area
600 ft2 Spacing in
Trench/Bed Width 3 ft ManifoldD-Box
Trench/Bed Length 200 ft Schedule/Class
Elevation Measurements
Length ft
Original Drainfield Area Slope
14 % Diameter " in
New Slope,If Altered % Preferred manifold configuration used? ❑Yes 112'No
Up-slope 18 in Transport Pipe
Depth of Excavation 3034
from Original Grade Down-slope 12 in Schedule/Class
Length 35 ft
4 in
Designed Vertical Separation 24 in
Gravel-based Drainfield Required? �Yes 0 No
Diameter
Pump Required? 0 Yes P'No Dosing and Pump Chamber
Number of doses/day Gravity
Pump/Siphon Specifications Diff.in Elevation Between Pump&Uppermost Orifice ft Dose quantity galgal
ft Chamber Capacity(flood)
Drainfield Squirt Height/Selected Residual(head) Pump controls:Please check those required.
Uppermost Orifice 0 Higher 0 Lower than Pump Shutoff ❑ Timer 0 Elapse Meter ❑ Event Counter
Capacity @ Total Pressure Head gPm
Calculated Total s01-1E-p-
JULft If Timer: Pump on off
Comments
JUL 2 1 2025 , <
I
MASON COUNTY ENVIRONMENTAL TEAL ,-
JBW Revised:6/11/2025
1
DESIGN FORM—PAGE TWO Assessor's Parcel Number: 2 2 1 3 1 4 0 0 1 0 0 01
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
ef Test hole locations V Drainfield orientation and layout Reference depth from original grade:
Fr Soil logs Fr Trench/bed dimensions and F Septic tank
lr Property lines critical distances within layout V Drainfield cover
Fr Existing and proposed wells Fr D-Box/Valve box locations Reference depth from original grade
within 100 ft of property Er Septic tank/pump chamber and restrictive strata:
V Measurements to cuts,banks,and locations I Laterals,trench/bed,top and
surface water and critical areas Fr Observation port location bottom
V Location and orientation of V Clean-out location 0 Curtain drain collector
curtain drain and all absorption Fr Manifold placement 0 Sand augmentation
components yr Orifice placement Other cross-section detail:
Fr Location and dimension of Fr Lateral placement with distance 0 Observation ports/clean-outs
primary system and reserve area to edge of bed
g Other Information
V Buildings Fr Audible/visual alarm referenced Ycs No
Fr Direction of slope indicator Fr Scale of drawing shown on scale 0 VDesign staked out
Pr Waterlines b 0 gRecorded Notices attached
Er Roads,easements,driveways, EaCe'' Er ❑Waivers attached
Y at o
❑ RrPum curve attached
parking Lions of sys a componets p
Fr North arrow and scale drawing J U L 2 1 2025 o gEvaluation of failure
shown on scale bar Non-residential justification
MASON COUNTY FP.i'!!RONMENTAL HEr{:T ❑ PrWaste strength
.. .„AN 0 IrFlow
DESIGN APPROVAL
The undersigned designer must be n fled by installer at time of installation VYes 0 No
--tk ite2s
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:
7'3a�S
Env on.: tal Health SpAciallist 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: "7-(?-Zg
✓ 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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Site Info: Parcel# 22131-40-01000 SHEET NUMBER
PO Box 1519 Shelton Wa 98584 7520 GOODMAN DRIVE NW 1051 E SPENCER LAKE RD. SHELTON 1
GIG HARBOR WA 98332
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PO Box 1519 Shelton Wa 98584 7520 GOODMAN DRIVE NW 1051 E SPENCER LAKE RD, SHELTON 2
GIG HARBOR WA 98332
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WORRELL, ZACHARY Site Info; Parcel# 22131-40-01000 SHEET NUMBER
PO Box 1519 Shelton Wa 98584 7520 GOODMAN DRIVE NW 1051 E SPENCER LAKE RD,SHELTON 3
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