HomeMy WebLinkAboutSWG2023-00490 - SWG Application / Design - 11/17/2023 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584
SHELTON:360-427-9670,EXT 400
BELFAIR:360-275-4467,EXT 400
` r" ELMA:360-482-5269,EXT 400
Public Health & Human Services
FAX:360-427-7787
On-Site Sewage System Permit: SWG2023-00490
APPLICANT AYLWARD GREGORY Phone:
Address: 90 E ARELLEM RD UNION, WA 98592
OWNER AYLWARD GREGORY Phone:
Address: 90 E ARELLEM RD UNION, WA 98592
SEPTIC DESIGNER FRANK CLARK Phone: 360-830-4765
Address: PO Box 1954 SILVERDALE, WA 98383
SEWAGE INSTALLER FRANK CLARK Phone: 360-830-4765
Address: PO Box 1954 SILVERDALE, WA 98383
Site Address: 90 E Arellem Rd
Primary Parcel Number: 321055100004
Permit Description: 2-bedroom OSCAR X02 system wl OS-100 coils
Permit Submitted Date: 11/17/2023
Permit Issued Date: 12/13/2023
Issued By: David Anderson
Current Permit Fees Paid: $525.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 12/12/2026 (based on date of inspection)
Permit Conditions:
1 Proposed development subject to zoning requirements and approval by the planning
department staff per Mason County Title 17.
2 Permit must be installed by a Mason County Certified Installer unless prior written
authorization from Mason County is obtained.
3 Drainfield installation not to exceed designed upslope and downslope depth specified on
design form.
4 Installer is responsible for obtaining Mason County installation approval prior to backfill of
system components.
5 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to
backfill of system components.
6 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for
final installation approval.
THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS.
PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING AND MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS.
THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED AND DESIGN APPROVED.
FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES.
For Final Inspection visit: masoncountywa.gov/health/environmental/onsiteloss-inspection-request.php or call:
360-427-9670, extension 400.
OFFICIAL USE ONLY
MASON COUNTY DATERECENED: y
' (7COMMUNITY SERVICES AMOUNT RECEIVED: I RECEIVED BY:
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Public Health(Community Health/Environmental Health) /' ///�)///)�//1�_ "2� C (p415 N.6th Str.ext.t-Sh ltn,WA 8584,ext.400SWG - V - - dN-/q1 N O415 N.6th$tree[-Shclton,WA 98584 7f
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ON-SITE SEWAGE SYSTEM APPLICATION n
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APPLICANT -_ PHONE m
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Franklin Clark 360.830.4765 Z
MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE /'...'
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P.O. Box 1954, Silverdale,WA 9838X``c/ tio6, rn
SITE ADDRESS-STREET,CITY,ZIP CODE ;g 1 h
90 E Arellem Rd, Union,WA 98592,` /(("0,,,, •
NAME OF DESIGNER \ PHONE IN
Franklin Clark 4-1 360.830.4765
NAME OF INSTALLER PHONE v I-1
Franklin Clark 360.830.4765
PERMIT TYPE(select one) DRINKING WATER SOURCE
45
• RESIDENTIAL OSS 0 COMMUNITY OSS 0 COMMERCIAL OSS 0 PRIVATE INDIVIDUAL WELL 0 PRIVATE TWO-PARTY WELL Z 01
•
TYPE OF WORK(select one) PUBLIC WATER SYSTEM r
is NEW CONSTRUCTION/UPGRADES ❑ REPAIR I REPLACEMENT OTHER DETAILS(select all that apply) 0 TABLE IX REPAIR IV I
SUBMITTALS 0 SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE (33
• DESIGN FORM(REQUIRED) •SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE r I-1
❑ WAIVER(S)(IF APPLICABLE) 2 0.97 Acres n r
IQ
DIRECTIONS TO SITE AND SITE CONDITIONS (ex.locked gate)
Mason County Community Services,415 N 6th St,Shelton,WA 98584>Head north on N 6th St toward W Alder St> IO
Take E Brockdale Rd to E McReavy Rd>Follow E McReavy Rd to E Arellem Rd>Property on the Right:90 E Arellem Rd,Union,WA 98592
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10
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. 4
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE/FAILURE SOURCE(for reporting purposes)
❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT El HOME SALE ❑COMPLAINT ❑OTHER:
INSPECTOR SOIL LOGS COMMENTS/CONDITIONS
Tff1-:a-'f" v'67 G rc -to (/oltili
i•I f o-32N v4 UT f' ketA47
rit3=0-7,4' V61 V5 t`
- a2( 'Lil`'I )
rt4 =o-2W" 14'7j_FS .. _
1 N9- of 29 ' W S *I 1.-Gr i
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.
INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICA APPROVED/ISSUED BY DATE
O -\ IW?/ Z3 1Z(12-1 ZOz6' / 2(1 '7073
THIS 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. 1 05 -- 5 1 -- 00444-
A design will be reviewed when 3 copies of each of the following are submitted:
■ Completed design form that has been signed and dated. I Scaled layout sketch,including all applicable items on checklist
I Scaled plot plan,including all applicable items on checklist. I 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: 1 1"X 17"
PARCEL IDENTIFICATION
Permit Number: SWG '2. 61-S On Li cl 0 Designer's Name: Franklin J Clark
Applicant's Name: Gregory Aylward Designer's Phone Number: 360.830.4765
Mailing Address: 90 E Arellem Rd Designer's Address: P.O.Box 1954
City:Union State:WA Zip:98592 City:Silverdale State:WA Zip:98383
DE SIGN PARAMETERS
Treatment Device
® Glendon Biofilter ® Sand Filter IX Mound IA Sand Lined Drainfield ® Recirculating Filter,Type:
21 Aerobic Unit Make/Model ® Disinfection Unit Make/Model I Other: OSCAR- II
Drainfield Type
El Gravity ® Pressure ® Trench El Bed I Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 2 Schedule/Class 40
Daily Flow: Operating Capacity 4Q 18O gpd Length 7 ft
Daily Flow: Design Flow 240 gpd Diameter 1 in
Septic Tank Capacity 1,500 gal Number 3
Receiving Soil Typ e(1-6) 4 Separation 1 ft
Receiving Soil Appl.Rate Pri: .6/ Res: .6 gpd/ft 2 Orifices
Required Primary Area 400 ft2 Total Number of Orifices each.400 s have too emitters
each_400 emitters total
Designed Primary Area 400 ft2 Diameter (4)60'of custom Netzfim6ioline with 0.42gphemitters in
Designed Reserve Area 400 ft2 Spacing 40 in
Trench/Bed Width 29'0" ft Manifold
Trench/Bed Length 14'0" ft Schedule/Class
Elevation Measurements Length ft
Original Drainfield Area Slope 2- 10 % Diameter in
New Slope,If Altered N/A % Preferred manifold configuration used?. Yes ® No
Depth of Excavation Up-slope 0 in Transport Pipe
from Original Grade Down-slope 0 in Schedule/Class 40
Designed Vertical Separation 24 in Length 30 ft
Gravelless Chambers Required? ® Yes I No ® Optional Diameter 1 in
Pump Required? ■ Yes ® No Dosing and Pu mp Chamber
Pump/Siphon Specifications Number of doses/day 360
Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 360 gal
Orifice S ft Chamber Capacity 1,200 gal
Uppermost Orifice!! Higher ® Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head 2.1 gpm ■ Timer I Elapse Meter I Event Counter
Calculated Total Pressure Head 50' ft If Timer: Pump on 22Seconds , Pump off 3minutes38Seconds
Comments
Treatment System comes with all required system components,see"System Spectification".The
system comes with the Control Panel pre set at the factory, uses one Effluent Pump and OSCAR OS100 coils.
Ir"4
DESIGN FORM —PAGE TWO Assessor's Parcel Number: 3 2 1 OS — S 1 — 00004
• Permit Number: SWG
DESIGN CHECK LISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
II Test hole locations I Drainfield orientation and layout Reference depth from original grade:
I Soil logs I Trench/bed dimensions and I Septic tank
II Property lines critical distances within layout I Drainfield cover
El Existing and proposed wells 111 D-BoxNalve box locations Reference depth from original grade
within 100 ft of property - N/A I Septic tank/pump chamber and restrictive strata:
I Measurements to cuts, banks,and locations
I Laterals,trench/bed,top and
surface water and critical areas I Observation port location bottom
I Clean-out location El Curtain drain collector- N/A
N Location and orientation of • Manifold placement ISand augmentation
curtain drain and all absorption ® Orifice placement - N/A Other cross-section detail:
components - N/A Observation ports/clean-outs
• Lateral placement with distance p
Location and dimension of to edge of bed
primary system and reserve area Other Information
a Audible/visual alarm referenced Yes No
Buildings
I Scale of drawing shown on scale ® I Design staked out
I Direction of slope indicator bar 1 ® Recorded Notices attached
Waterlines N I Waiver(s)attached
I Roads,easements,driveways, El I Pump curve attached
parking ® I Evaluation of failure
I North arrow and scale drawing Non-residential justification
shown on scale bar N I Waste strength
N I Flow
DESIGN APPROVAL
The undersigned designer must be notified by installer at time of installation I Yes El No
(3-0—Q73Q021L&. 10/15/2023
Signature oft
f esigner Date A n A�^
The undersigned has reviewed this design on behaii o, ..._ County Public Health and deterr'mi�n-ec iitc elf D
compliance with state and local onsit ulations: / DEC
l l U/?0 �� MASn 13 2023
N COUNTyElfV!%Environmental Health Specalist Date �`� ON,�fENTgj y�AC1A A
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
N The design is stamped "Approved" by Mason County Public Health.El The
�� ��
The Onsite Sewage Permit has not expired,the Permit Expiration Date:s:
M 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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