HomeMy WebLinkAboutSWG2024-00136 - SWG Application / Design - 4/8/2024 MASON COUNTY 4g6N6THELTON:STREET,SHELTON,
70,EXT 684
SHELTON:36042]-9670.EXT 400
4i SELFAIR:360-2754467,EXT 400
Public Health & Human Services ELMA:3604825269,EXT 400
FAX:360427-7787
On-Site Sewage System Permit: SWG2024-00136
APPLICANT STECKLER SCOTT M &MICHELE ANN Phone: 253-377-2200
Address: 180 N SAMANTHAS WAY HOODSPORT,WA 98548
OWNER STECKLER SCOTT M &MICHELE ANN Phone: 253-377-2200
Address: 180 N SAMANTHAS WAY HOODSPORT,WA 98548
SEPTIC DESIGNER DALE TAHJA-Septic Designer Phone: 360-426.5940
Address: 2450 W DEEGAN ROAD WEST SHELTON, WA 98584
SEPTIC INSTALLER TJ GODS* Phone: 360490-0217
Address: 150 E MARISA PL SHELTON, WA 98584
Site Address: 80 N Kingsway S
Primary Parcel Number: 422165200089
Permit Description: 2-bedroom pressure wl OSCAR OS-100 coils
Permit Submitted Date: 0410812024
Permit Issued Date: 04/17/2024
Issued By: David Anderson
Current Permit Fees Paid: $805.00 (additional fees may pe required„von Inslellabon of system).
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Permit Expiration Date: 04116/2027 Inased on date a ImeeMonl
1
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 Asbuitt 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.govlhealth/onvimnmental/onsite/oss-Inspection-request.php or call:
360427-9670,extension 400.
OFFICIAL USE ONLY
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ON-SITE SEWAGE SYSTEM APPLICATION ; a
APPucANr PHONE m
Scott M. Steckler (253) 377-2000 - c
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180 N. Samanthans Way Hoodsport WA 98548 n z
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80 N. Kings Way Hoodsport WA 98548
NAMEOFDESIGNER PNgiE 9 I N
Dale L. Tahja (360) 426-5940
NAME DF INSTALLER PHONE I N
T.J. Goos (360) 490-0217 R
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DBIEDTIOVS TO SNEAND 61FE LONDIiIONS(c.kGbUSfb)
Go to Hoodsport, left on Lake Cushman Rd., left on Potlach-Hoodsport Rd., left on Rainbow o
Way, right on Chinook Dr., left on Kings Way, property at head of cul-de-sac c I o
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DESIGN FORM—PAGE ONE Assessor's Parcel Number: 4 2 2 1 6 — 5 2 — 0 0 0 8 9
A design will be reviewed when 3 waits of web of the following are submitted:
v 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. v Cross-section sketch,including all applicable items on checklist.
This level be named and wallable for public view an the Maas Web Win.Mmonn0a r size: 11"X 17"
Permit Number: SWG Q Z14_Q O 1 l Designer's Name: Dale TahJa
Applicant's Name: Scott M.Steckler Designer's Phone Number: (360)4265940
Mailing Address: 160 N.Samamhas Way Designer's Address: 2450 W Deegan Rd W
H000amd WA 98548 shetton WA 98584
City State Zi Ci State Zi
Treatment Device
❑Glendon Bioliher OSadFilux ❑Mound ❑SandLlnedDrahr6eld ❑Recirculating Filter,Type:
❑Aerobic Unit Make/Model ❑Disinfection Unit Make/Model Other: NIA
Drainfield Type
❑Gravity if pressure ❑Trench ❑Bed RfSub Surface Drip
Septic Tank/Drainfield Specifications laterals
Number of Bedrooms 2 Schedule/Clae; OS-100coils
Daily Flow:Operating Capacity 180 god Length 7X7 ft
Daily Flow:Design Flow 240 gpd Diameter Netafim Bioline in
Septic Tank Capacity(working) 1,000 gat Number 3
Receiving Soil Type(15) 4 Separation 1 — ft
Receiving Soil APPL Rate 0.6 gpd/ft2 Orifices
Required primary Area 400 ftt Total Number of Orifices 300 emiftersitters
Designed Primary Area 400 ft' Diameter Netafim eel in
Designed Reserve Area 400 J ft' Spacing 100 emitters/coil in
Trench/Bed Width 17 ft Manifold
Trench/Bed Length 24 ft Schedule/Class Sch.40
Elevation Measurements Length 90 it
Original Dramfield Area Slope 0 % Diameter 1 in
New Slope,If Altered 0 % Preferred manifold configuration used? 0 Yes 2fNo
Depth of Excavation U"Ieva 0 in Transport Pipe
from Original Grade Dowo-atwa 0 in Schedule/Class Sch.40/
Designed Vertical Separation 27 in Length 5 It
Gravelless Chambers Required? ❑Yes It No 0 Optional Diameter 1 in
Pump Required? IdYes ❑No Dosing and Pump Chamber
Pump/Siphon Specifications Number ofdoses/day 360
Diff.in Elevation Between Pump @ Uppermost Orifice 7 ft Dose quantity 0.67 gal
Drainfield Squirt Height/Selected Residual(head) drip ft Chamber Capacity(flood) 1,000 i gal
Uppermost Orifice IgHigher 0 Lower than Pump Shutoff rump controls:Please check those required ,y
Capacity®Total Pressure Head 30 gpm Timer Sklapse Meter lip Event Counter
Calculated Total Pressure Head 20 it If Timer: pop no 0.32 min. pump off 3.52 min.
Comments
AudibleNisual Alarm required.
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DESIGN FORM—PACE TWO Assessor's Parcel Number:4 2 2 1 6 — 5 2 — 0 0 0 8 9
Permit Number: SWO
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
liff Test hole locations Z Drainfield orientation and layout Reference depth from original grade:
Id soil logs 69 Teench/bed dimensions and 9 Septic tank
19 Property lines critical distances within layout 9 Drainfield cover
19 Existing and proposed wells 69 D-BoxfValve box locations Reference depth from on
within 100 ft of property R1 Septic tank/pump chamber and restrictive strata: 8 grade
❑ Measurements to cuts,banks,and locations EX Laterals,trench/bed,top and
surface water and critical areas ig Observation port location bottom
65 Location and orientation of ig Clean-out location ❑ Curtain drain collector
curtain drain and all absorption Rf Manifold placement Rf Sand augmentation
components ❑ Orifice placement Other cross-section detail:
id Location and dimension of Rf Lateral placement with distance Rf Observation ports/cleanouts
primary system and reserve area to edge of bed
9 Buildings Other Information
Rf Audible/visual alarm referenced -Yea No
9 Direction of slope indicator R1 Scale of drawing sbown on scalefid11 Waterlines g 13 ❑Design staked out
bar ❑ ❑Recorded Notices attached
It Roads,easements,driveways, ❑ ❑Waiver(s)attached
parking ❑ ❑Pump curve attached
A North arrow and scale drawing ❑ ❑Evaluation of failure
shown on scale bar - Non-residential justification
❑ ❑Waste strength
❑ ❑ Flow
DESIGN APPROVAL
The undersigned design t be notifi b lee at time of installation Rf Yes ❑ No t o:
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Signature of Designer
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The undersigned has reviewed this design on behalf of Meson County Public Health ig, fo
compliance with state and local on-si gulations:
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Environmental Health Specialist Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWD46 COSTION:
✓ 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. Fq/
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: 12/7/2015
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The OS•100 OSCAR coil contains 100 0.42 gph Netafim emitters in a 50 sq. ft. foot
print. Emitter concentration is 2 emitters per sq. ft. Design flow for each OS-100 is
100 gpd.
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VLICENSED DES ONE
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7 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.
This four inch submersible is supplied with grounded leads meeting the National Electrical Code(N.E.C.)specifications.
The performance curve below will assist you in choosing the pump that meets your needs. A
MODELS E-30 GPM 00
E - 30GPM
300
.— 171' I22FT. •' S3 PS.I.
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200
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1ao 1/2 HP STAGES
Simplex_ 0 5 10. _ 15 20 25 30 35
quill 10 2030 _ 40 50 60 70 toV
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Fourplex 0 20 40 60 g0 - too 120 140 IN 1FV
FLOW GPM APR 17 20
Specifications MASONCOUNryfNVi77pp/ ?4
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SUBMITTAL INFORMATION
- Stainless steel pump shell and pump shaft - Powered by A.Y.McDonald submersible motors 1/2 HP.
- Reinforced Thermoplastic diffusers and impellers - 1 1/4"FNPF Discharge
- Thermoplastic intake screen and cable guard
NO-LEAD:The weighted average of the wetted surface of this no-lead product contacted by consumable water contains less than one quarter of one
percent(0.25%)lead.
Lo Onsite Technologies,Inc. Toll Free:t-87T-476-8823 davemlowridgelech.com
P.D.00 Box Bm 1179 Far:1-425-335-3622 oscaronsite.com
Lake Stevens,WA 98258
AI McDonald considers the inloremon on this aasemblydravdng pwrect Mien published.them and option availability,including specifications,are subjectto change aithM notice.
Submitted by: Inm