HomeMy WebLinkAboutSWG2024-00422 - SWG Application / Design - 10/22/2024 MASON COUNTY 475N6 SHHELTON: , 0427-97 ,EXT 404
STREET,
SHEL ON, A9858
BELFAIR:360-27&4467,EXT400
Public Health & Human Services ELMA:3604a2-5269,EXT 400
FAX:360-427-7787
On-Site Sewage System Permit: SWG2024-00422
APPLICANT KNODEL,JON Phone: 3605897425
Address: PO BOX 697 OCEAN SHORES, WA 98569
OWNER VEVERKA LUCAS J&YEVGENIYA J Phone: 612-7094431
Address: 8207 ROOSEVELT WAY NE SEATTLE,WA 98115
SEWAGE DESIGNER KNODEL,JON Phone: 3605897425
Address: PO BOX 697 OCEAN SHORES, WA 98569
Site Address: 340 NE Lakeshore Dr N
Primary Parcel Number: 322145101020
Permit Description: Table IX Repair: 3-Bedroom Pressure System wl Glendon Biofilter
Permit Submitted Date: 1012212024
Permit Issued Dale: 1210312024
i Issued By: David Anderson
1 Current Persil Fees Paid: $805.00 (additional fees may be required upon nwalman of system).
Permit Expiration Date: 11/19/2025 (6xsedandatedmapeotiop
Permit Conditions:
1 Proposed development subject to zoning requirements and approval by the planning
department staflper 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 specked on
design form.
4 Installer is responsible for obtaining Mason County installation approval prior to backtill of
system components.
5 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to
back ill of system components.
6 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for
final installation approval.
i
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.govihealthlenvironmentagonsiteloss-inspection-request.php or call:
360.427-9670, extension 400.
OFFICIAL USE ONLY
® MASON COUNTY D"h""`"`D 10/22/2024
COMMUNITY SERVICES MDDN ECL D: S"ER O m N
$805 Online
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SWG 2024 - 00422 0 0
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ON-SITE SEWAGE SYSTEM APPLICATION a
MPDCNIT PNonE OR 0
TO
Lucas Veverka 612-709-4431 Z
NAMUNGADDRESS-STREET,LT',STATE,ZIP CODE C
8207 Roosevelt Wa NE Seattle WA 98115 `Q M
SITE ADDRESS-STREET,CRY,ZIP CODE FD' Ta,
330NAME OF DNERLakeshore Drive N Tahuya WA 98588 m I "
N
PHONE
Olympic Northwest Design & Drafting PLLC 360-589-7425 CD
NAME OF INSTALLER I PHONE O I N
To be determined.
PERMITTYPE(DwAd.) DRINKINGVMTER SOURCE y I f
0RESIDENTIALOSS [TCOMMUNITYOSS IQCOMMERCIALOSS GPRNATEINDIVIDUALWELL GIPRNATETWO-PARTYWELL 0 IA TYPE OF NORK(wK .) ;r PUBLIC VI TER SYSTEM Lake MMII;
UNEWCONSTRUCTTON/UPGRADES ILJIREPAIRI REPLACEMENT OTHERDETAILS(eWnOINKy ) [aTABLE IX REPAIR INIUT
SUB ¢MITTA S O SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE
9DESIGN FORM(REQUIRED) ¢):SEPTIC DESIGN(REQUIRED) BEDROOMS LOTSQT m
grIINYNER(S)(IF APPLICABLE) 3 0.71 acres O '
DIRECTIONSTO SITEAND SITE CONDITIONS Hwp pie) IO
From Shelton, north on Highway 3 to Belfair, left on Highway 300 at Belfair, southwest on I
Highway 3, right on NE Belfair Tahuya Road, left on NE Lakeshore Drive N, driveway on r
right hand side of road. o I c
NIN
O
SIZEYU4TBERAGDLPZgMMAW/fOABANp iESTNMEB W/4TBEFLABREP WITNIE4lMDENUMBER4. I c:)
OFFICIAL USE ONLY BELOW THIS LINE
UPGRAD:IFNLURES0URCE(b,yyM,P.1 s)
OVOLUNTARY DMAINTERANCEIPUMPING O BUILDING PERMIT OHOMESALE DCOMPLAINT OOTHER:
INSPECTOR SOIL LOGS COMMENTSICONDMIONS
TH1: 0-6" gravel fill
6-32" EGL (Type 1)
Rest at 32"w/water
TH2: 0-14" EGLGoaS (Type 1)
Rest at 14" w/ mot &till
Water at 17"
TH3: N/a
SOIL CODES: RECORD OMYANG AND INSTALLATION REPORT
V=VERY G-GRAVELLY S=SAND L-LOMI $I=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINALAPPROVAL
INSPECTORSIGMTURE DATE APPLICATION EKPIMTON MTE APPLICATION APPROVED ISSUED BY
EHAPPROVED DATE
EH APPROVED
11/19/2024 11/19/2025 - „M. 12/3/2024
THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED Iaoum5
DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 2 1 4 — 5 1 -- 0 1 0 2 0
A design will be reviewed when 33 c3�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 maybe scanned and available for public view on the Mason County Web site.Mterimum paper size.: 11"X 17"
PARCEL IDENTIFICATION
Permit Number: S WG - 2024-00422 Designer's Name: Olympic Northwest Design 8 Drafting
Applicant's Name: Lucas Veverka Designer's Phone Number: 360589-7425
Mailing Address: 8207 Roosevelt Way NE Designer's Address: PO Box 697
Senate WA 98115 Ocean Shores WA 911569
city State Zip City State Zip
DESIGN PARAMETERS
Treatment Device
46lendon Bioli ter ❑ Sand Fiber ❑Mound ❑ Send Lined Dminfield ❑ Recirculating Filter,Type:
❑Aerobic Unit Make/Model ❑Disinfection Unit Make/Model Other:
Drainfteld Type
❑Gravity Ef Pressure ❑Trench ❑ Bed ❑ Sub Surface Drip
Septic Tank/Dr tinfield Specifications Laterals
Number of Bedrooms 3 Schedule/Class N/A
Daily Flow: Operating Capacity 360 gpd Length N/A It
Daily Flow:Design Flow 360 glad Diameter N/A in
Septic Tank Capacity(working) 1200 gal Number N/A
Receiving Soil Type(1-6) 1 Separation N/A ft
Receiving Soil Appl.Rate 1.0 gpd/ft' Orifices
Required Primary Area 360 ft2 Total Number of Orifices N/A
Designed Primary Area 402 ft2 Diameter N/A in
Designed Reserve Area 0 ft2 Spacing N/A in
Trench/Bed Width 4 ft Manifold
Trench/Bed Length 17.33 ft Schedule/Class N/A
Elevation Measurements Length N/A ft
Original Dminfield Area Slope 0 % Diameter N/A in
New Slope,If Altered 0 % Preferred manifold configuration used? 0 Yes 0 No
Depth of Excavation UP-lupe 0 in Transport Pipe
from Original Grade pawn-slope 0 in Schedule/Class Per Glendon
Designed Vertical Separation 13 in Length 140 ft
Gravelless Chambers Required? ❑Yes I6No 0 Optional Diameter Per Glendon in
Pump Required? III Yes O No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day Per Glendon
Diff.in Elevation Between Pump&Uppermost Orifice 16 it Dose quantity Per Glendon gal
Dminfield Squirt Height/Selected Residual(head) N/A R Chamber Capacity(flood) -50a 1000 nA gal
Uppermost Orifice Rf Higher 0 Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head Per Glendon giant gTimer RrElapse Meter IlEvent Counter
Calculated Total Pressure Head Per Glendon fl If Timer: Pump on Per Glendon,Pmnp off Per Glendon
Comments
GLENDON BIOFILTER M32 MEETING TLA PER TABLE IX OF WAG 246-272A FOR 50- 100 FEET OF HORIZONTAL
SEPARATION TO SURFACE WATER WITH 12"- 18"OF VERTICAL SEPARATION IN SOIL TYPE 1.
DESIGN FORM—PAGE TWO Assessor's Parcel Number:3 2 2 1 4 — 5 1 — 0 1 0 2 0
Permit Number: SWG 2024-00422
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
Ed Test hole locations Sri Drainfield orientation and layout Reference depth from original grade:
E8 Soil logs Ed Trench/bed dimensions and ❑ Septic tank
9 Property lines critical distances within layout 9 Drainfield cover
66 Existing and proposed wells 19 D-Box/Valve box locations Reference depth from original grade
within 100 ft of property E9 Septic tank/pump chamber and restrictive strata:
W Measurements to cuts,banks,and locations 19 Laterals,trenchlbed,top and
surface water and critical areas Rf Observation port location bottom
0 Location and orientation of 19 Clean-out location ❑ Curtain drain collector
curtain drain and all absorption R1 Manifold placement ❑ Sand augmentation
components p Orifice placement Other cross-section detail:
m Location and dimension of 56 Lateral placement with distance Ed Observation ports/clean-outs
primary system and reserve area to edge of bed Other Information
0 Buildings Qj Audible/visual alarm referenced Yes No
Ia Direction of slope indicator R1 Scale of drawing shown on scale ❑ Rf Design staked out
m Waterlines bar ❑ 16 Recorded Notices attached
56 Roads,easements,driveways, ❑ 01 Waiver(s)attached
parking ❑ G6 Pump curve attached
0 North arrow and scale drawing ❑ [6Evaluation of failure
shown on scale bar Non-residential justification
❑ ❑Waste strength
❑ ❑ Flow
DESIGN APPROVAL
The undersigned designer must be notified by installer at time of installation Rf Yes ❑ No
�qx N. V-?Wdd 10-22-2024
kjSignature 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:
E—"PROVEn
12/3/2024
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: 11/19/2025
✓ 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 Daze: 12/72015
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