HomeMy WebLinkAboutSWG2023-00048 - SWG Application / Design - 2/21/2023 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: SWG2023-00048
APPLICANT CHRISTENSEN JAY C & KATHRYN M Phone:
Address: 23146 JOHANSON AVE NE POULSBO, WA 98370
OWNER CHRISTENSEN JAY C & KATHRYN M Phone:
Address: 23146 JOHANSON AVE NE POULSBO, WA 98370
SEPTIC DESIGNER MICAH HALVERSON-M. Halverson Phone: 360-490-6365
Design LLC
Address: PO BOX 1519 SHELTON, WA 98584
Site Address: Lynnwood Dr
Primary Parcel Number: 320215803025
Permit Description: New 3-bedroom pressure system
Permit Submitted Date: 02/21/2023
Permit Issued Date: 03/07/2023
Issued By: David Anderson
Current Permit Fees Paid: $525.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 03/07/2026 (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/onsiteloss-inspection-request.php or call:
360-427-9670, extension 400.
OFFICIAL USE ONLY
! DATE RECEIVED:
MASON COUNTY -'� AI ' '�
COMMUNITY SERVICES AMOUt�MEy_{ip:5 . RECEIVED
��\//jam CO Cl)
Public Health(Community Health/Environmental Health) �� v
415N thStr et•40e t n,WA985847.ert.400 SWG �� ),-3 00 ( o
415 N.6th Street•Shelton,WA 98584 — /75
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ON-SITE SEWAGE SYSTEM APPLICATION
APPLICANT PHONE m
Jay Christensen 425-418-3180 s'. z
MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE g
23146 Johanson Ave NE Poulsbo Wa 98370 m
SITE ADDRESS-STREET,CITY,ZIP CODE ui
XX Lynnwood Dr Shelton Wa 98584 T'I (
NAME OF DESIGNER PHONE I N
Micah Halverson 360-490-6365
NAME OF INSTALLER PHONE O I O
Unknown l
PERMIT TYPE(select one) DRINKING WATER SOURCE CAI' v
iof RESIDENTIAL OSS h COMMUNITY OSS In COMMERCIAL OSS ❑ PRIVATE INDIVIDUAL WELL i71 PRIVATE TWO-PARTY WELL Z
TYPE OF WORK(select one) 12 PUBLIC WATER SYSTEM Shorecrest
t
M NEW CONSTRUCTION/UPGRADES b REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) 0 TABLE IX REPAIR "--"' I u J
SUBMITTALS 0 SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINECa
*DESIGN FORM(REQUIRED) WSEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE F' IM�-
❑ WAIVER(S)(IF APPLICABLE) 3 .17 Ac o 1
x km
DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate)
At Agate Store turn Right onto E Crestview Dr Towards Shorecrest, turn Left onto E W I
Hillcrest dr, Turn right onto E wood Ln, Turn Left onto E Lynnwood Dr. site will be on your I O
right . Drainfield beds are staked and test pits are flagged with pink ribbon o
L') ISITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. CA
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE I FAILURE SOURCE(for reporting purposes)
❑VOLUNTARY ❑MAINTENANCE/PUMPING 0 BUILDING PERMIT CIHOME SALE ❑COMPLAINT ❑OTHER:
INSPECTOR SOIL LOGS ` ,Ct I.i 0 (( L
tt I COMMENTS/CONDITIONS
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Di, 'Will $LIt, ,i ��� 3
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��(fr-f 670 5-0" I FEB 2 12023
H 3 : tvs '�'c/ tre qi 917') G� LS 0-91, .
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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.
INSP 0 SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED/ISSUED BY DATE
3l-7 7CZ3
THI FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/7/2015
DESIGN FORM—PAGE ONE Assessor's Parcel Number: '3 Z 0 Z ( — 5 g - O 3 O Z S
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 Designer's Name: Micah Halverson
Applicant's Name: Jay Christensen Designer's Phone Number: 360-490-6365
Mailing Address: 23146 Johanson Ave NE Designer's Address: PO Box 1519
Poulsbo Wa 98370 Shelton Wa 98584
City State Zip City State Zip
DESIGN PARAMETERS
Treatment Device
❑Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter,Type:
❑Aerobic Unit Make/Model 0 Disinfection Unit Make/Model Other: Septic Tank
Drainfield Type
❑Gravity Er Pressure 0 Trench E1'Bed 0 Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 3 Schedule/Class 40
Daily Flow:Operating Capacity 270 gpd Length 25 ft
Daily Flow:Design Flow 360 gpd Diameter 1 1/4" in
Septic Tank Capacity(working) 1200 gal Number 3 ea. bed
Receiving Soil Type(1-6) 3 Separation 3 ft
Receiving Soil Appl.Rate .8 gpd/ft2 Orifices
Required Primary Area 450 ft2 Total Number of Orifices 24 ea. bed
Designed Primary Area 450 ft2 Diameter 3/16 in
Designed Reserve Area 512 ft2 Spacing 36 in
Trench/Bed Width 9 ft Manifold
Trench/Bed Length 2 @ 25 ft Schedule/Class 40
Elevation Measurements Length 6 ft
Original Drainfield Area Slope 7-8 % Diameter 2 in
New Slope,If Altered same % Preferred manifold configuration used? 0 Yes g No
Depth of Excavation Up-slope 20.64 in Transport Pipe
from Original Grade Down-slope 12 in Schedule/Class 40
Designed Vertical Separation 24 in Length 100 ft
Gravelless Chambers Required? 0 Yes le No 0 Optional Diameter 2 in
Pump Required? ( Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 6
Diff.in Elevation Between Pump&Uppermost Orifice 5 ft Dose quantity 45 gal
Drainfield Squirt Height/Selected Residual(head) 2+ ft Chamber Capacity(flood) 1200 gal
Uppermost Orifice 0 Higher Lower than Pump Shutoff Pump controls:Please check those required.
un .i oir Counter
Capacity @ Total Pressure Head 36.3 gpm �T er A � ' tit/E Event
Calculated Total Pressure Head 12.9 ft If Timer: Pump o �p
4hrs
Comments
MAR 072023
MASON COUNTY ENVIRONMENTAL HEALTH
DJA
DESIGN FORM—PAGE TWO Assessor's Parcel Number: ' 0 Z l — S `6 — 0 3 O Z .S
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
P1 Test hole locations iB Drainfield orientation and layout Reference depth from original grade:
1 Soil logs 10 Trench/bed dimensions and 10 Septic tank
H Property lines critical distances within layout B Drainfield cover
0 Existing and proposed wells 10 D-Box/Valve box locations Reference depth from original grade
within 100 ft of property 10 Septic tank/pump chamber and restrictive strata:
H Measurements to cuts,banks,and locations Iff Laterals,trench bed,top and
surface water and critical areas l Observation port location bottom
B Location and orientation of 1 Clean-out location 0 Curtain drain collector
curtain drain and all absorption 10 Manifold placement 0 Sand augmentation
components 0 Orifice placement Other cross-section detail:
O Location and dimension of 0 Lateral placement with distance 0 Observation ports/clean-outs
primary system and reserve area to edge of bed
g Other Information
0 Buildings
L1 Audible/visual alarm referenced Yes No
0 Direction of slope indicator 10 Scale of drawing shown on scale l°1 0 Design staked out
10 Waterlines bar 0 19 Recorded Notices attached
O Roads, easements,driveways, 0 L01 Waiver(s)attached
parking 0 0 Pump curve attached
0 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 n 'fled by installer at time of installation 10 Yes 0 No
Z 71Zat3
ignature of Designer ate
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-si - lations: 77/irj A P P R O V E D
eV
3
Environmental Health Specialist Date MAR 0 7 2023
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING 1� S I'�p JANMENTAL HEALTH
✓ 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 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.
Updated Date: 12/7/2015
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Abbreviated Description: SHORECREST BEACH ESTATES #1 BLK: 3 LOT: 25
M.Halverson Design LLC SAvner/Applicant Jay Christensen Site Info• Parcel#32021-58-03025 SHEET NUMBER
23146 Johanson Ave N.E. XX E Lynnwood Dr
PO Box 1519 Shelton Wa 98584 Poulsbo,Wa.98370 y
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M.Halverson Design LLC Jay Christensen
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