HomeMy WebLinkAboutSWG2023-00526 - SWG Application / Design - 12/18/2023 (2) A 98584
MASON COUNTY 415N BSHELTON: SHELTO70,EXT400
SHELTOR:360-2759 70,EXT 4W
4 BELFAIR:38D-2]5d46],EXT 400
Public Health & Human Services ELMA:360J825269,EXT 40o
FAX:36042]-]]8]
On-Site Sewage System Permit: SWG2023-00526
APPLICANT Brian Reid Phone: 206-778-7617
Address: 8475 42nd Ave SW SEATTLE,WA 98136
OWNER Brian Reid Phone: 206-778-7617
Address: 847542nd Ave SW SEATTLE,WA 98136
SEPTIC DESIGNER DALE TAHJA-Septic Designer Phone: 360-426-5940
Address: 2450 W DEEGAN ROAD WEST SHELTON,WA 98584
Site Address: 60 E Franjo Beach Dr
Primary Parcel Number: 220165003005
Permit Description: 2-bedroom OSCAR X02 system wl OS-50 coils: Revised
Permit Submitted Date: 12/18/2023
Permit Issued Date: 07/19/2024
Issued By: David Anderson
Current Permit Fees Paid: $945.00 (additonal fees may ne mm.ad own msoineuon or system).
Permit Expiration Date: 12/1912026 Ibaoed on dme or Im,1mJool
Permit Conditions:
1 Proposed development subject to zoning requirements and approval by the planning
department staBper 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 downslupe depth specked on
design torn.
4 Installer Is responsible for obtaining Mason County installation approval prior to backfill of
system components.
5 Installeris responsible for obtaining Septic Designer/Engineer installation approval pdor to
backfill of system components.
6 Mason County Asbuiff 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 REOU IRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES.
For Final Inspection visit: masoncountywa.gov/health/environmentallonsite/oss-inspection-request.php or call:
360-427-9670, extension 400.
OFnOALUSE ONLY-- ---
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DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2 2 0 1 6 — 5 0 — 0 3 0 0 5
A design will be reviewed when 3 copies of each of the following are submitted:
Completed design form that has been signed and dared. 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 userbe canned and available for ubae view on the Means,Can Web are.Maximum size: I7"XIT'
3.5.
Permit Number: SWG 2023-00526 Designer's Name: Dale Tahjs
Applicant's Name: Brian Red Designer's Phone Number: 3604265940
Mailing Address: 8475 42nd Ave,SW Designer's Address: 2460 W Deegan Rd W
Seattle WA 98136 Shelton WA 98594
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Treatment Device❑GkrdonBiofihcr ❑SdFdW ❑Mund ❑Sand Lined Dnrinfield ❑Recirculating Filter,Type4;LC
QIl�AembicUnit MekdModel Oscar-XO2 ❑Disinfuion Unit MakeMdel Other:
Drainfield Type
❑Gravity ❑Pressure ❑Trench ❑Bed lif Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 2 Schedule/Class OS-50 coils
Daily Flow:Operating Capacity 180 gpd Length 5X5 ft
Daily Flow:Design Flow 240 gpd Diameter Nehafim Bloline in
Septic Tank Capacity(working) 1,000 gal Number 4
Receiving Soil Type(1-6) 5 Separation 3 It
Receiving Soil Appl.Rate 0.4 gpd/ft' Orifices
Required Primary Area 600 111 Total Number of Orifices 200 emitters
Designed Primary Area 600 ft' Diameter Netafin emitters in
Designed Reserve Area 600 ft' Spacing 6
in
Trench/Bed Width 17 ft Manifold
TreacluBed Length 36 ft Schedula/Class Sch.40
Elevation Measurements Length 110 R
Original Drainfield Area Slope 0 % Diameter 1 in
New Slope,If Altered 0 % Preferred manifold configuration used? ❑Yes ❑No
DepthofExcavation UPs1we 0 in Transport Pipe
from Original Grade pom„d� 0 in Schedule/Class Sch.401i
Designed Vertical Separation 36 in Length 5
ft
Gmvelless Chambers Required? ❑Yes iQ No ❑Optional Diameter 1 in
Pump Rcgmred? E6Yes ❑No Dosing and Pump Chamber
Pump/Siphon Specifications Number ofdoses/day 360
Dill in Elevation Between Pump&Uppermost Orifice 8 ft
Dose quantity 0.87 gal
Drsinfield Squirt Height/Selected Residual(head) drip ft Chamber Capacity(flood) 1,000 gal
Uppermost Orifice RfHigher O Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Heed 30 gpm RITimer GrElapse Meter li(EveM Coupler
Calculated Total Pressure Head 20 it If Timer: Pump on 0.48 min. ,Pump off 3.52 min.
Comments
AudibleNisual Alarm required.
DESIGN FORM—PAGE TWO Assessor's Parcel Number:2 2 0 1 5 — 5 0 — 0 3 0 0 5
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
id Test hole locations fit Drainfield orientation and layout Reference depth from original grade:
Id Soil logs 16 Trench dimensions and @J Septic tank
56 Property lines critical distances within layout 9 Drainfreld cover
19 Existing and proposed wells 1f D-Box/Valve box locations Reference depth from original grade
within 100 ft of properly RI Septic tank/pump chamber and restrictive strata:
19 Measurements to cuts,banks,and locations Sf Laterals,trench/bed,top and
surface water and critical areas Ill Observation port location bottom
0 Location and orientation of 19 Clean-out location ❑ Curtin drain collector
curtain drain and all absorption 1g Manifold placement 69 Sand augmentation
components 19 Orifice placement Other cross-section detail:
id Location and dimension of R1 Lateral placement with distance lid Observation ports/clean-outs
primary system and reserve area to edge of bed
61 Buildings Other Information
R1 Audible/visual alarm referenced Yes No
Rl Direction of slope indicator Id Scale of drawingshown on scale
1J Waterlines 0 ❑Design staked out
bar ❑ ❑Recorded Notices attached
16 Roads,easements,driveways, ❑ ❑Waiver(s)attached
parking 19 ❑Pump curve attached
la North arrow,and scale drawing ❑ ❑Evaluation of failure
shown on scale bar Non-residential
❑ ❑ Waste strength
❑ ❑Flow
DESIGN APPROVAL
The undersigned designer s�t\be n\\otifi i
at time of installation E6Yes ❑ No
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Signal=of Designa °� Date
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The undersigned has reviewed this design on behalf of Mason County Public Health and
compliance with state and local on 't re show: 'w
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nvironmental Health Specialist - Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDI 5556
✓ The design is stamped"Approved"by Mason County Public Health. y�
✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: 11
✓ Dreinfield 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 maybe scanned and available for public view on the Mason County Web site.
Updated Date: 1277/2015
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Thermoplastic
Reinforced Thermoplastic motor bracket and discharge with built-in guide bearing.This 112 HP pump has a stainless
steel top bearing and motor coupling.These are assembled with our A.Y.McDonald stainless steel motors.Two wire
single phase models include pump, motor,and 10'lead.
Thisfourinch submersible is supplied with grounded leads meetingthe National Electrical Code(N.E.CJ specifications.
The performance curve below will assist you in choosing the pump that meets yourneeds.
MODELS E-30GPM
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SUBMITTAL INFORMATION DCnW
- Stainless steel pump shell and pump shaft - Powered bYA.Y.McDonald submersible motors 112 HP.
Reinforced Thermoplastic diffusers and impellers - 1114"FNPTOischarge
Thermoplastic intake screen and cable guard
N04EW:The weighted average of the wetted surface of this no-lead product contacted by consumable water contains tens than one quarter of one
percent(0.25%)lead.
00 Lowridge Onsite Technologies,Inc. Tell Free:1-877-476-8823 dava®lowridgetach.com
P.O.Bog 1179 Fax:l-425-335A622 ascamnsite.com
Lake Stevens.WA 98258
A.Y.*Dm.W considem He infmmaam aothh assembly drawing coat when published.Item and notion aranaNMk Imludiog specukatuns,eresubWto change wlmon,,hw.
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