HomeMy WebLinkAboutSWG2024-00361 - SWG Application / Design - 8/26/2024 MASON COUNTY N6SHSTREET SHELTON ,WA EXT 400
SHELTON:360-42 TON EXT 584
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: SWG2024-00361
APPLICANT GUTHRIE ET AL STEVEN &JUNE Phone:
Address: ASHLEY FULLER; NOAH GUTHRIE RAYMOND, WA 98577
OWNER GUTHRIE ET AL STEVEN &JUNE Phone:
Address: ASHLEY FULLER; NOAH GUTHRIE RAYMOND, WA 98577
SEPTIC DESIGNER DALE TAHJA-Septic Designer Phone: 360-426-5940
Address. 2450 W DEEGAN ROAD WEST SHELTON, WA 98584
SEPTIC INSTALLER TJ GODS` Phone: 360-490-0217
Address 150 E MARISA PL SHELTON, WA 98584
Site Address: UNKNOWN
Primary Parcel Number: 422095000071
Permit Description. New 2bd gravity bed
Permit Submitted Date: 08/26/2024
Permit Issued Date: 09/1 012 0 24
Issued By: Rhonda Thompson
Current Permit Fees Paid: $805.00 (additional fees may be required upon mstanaimn of system)
Permit Expiration Date: 08/30/2027 (@aeedondm..I ns...I-)
Permit Conditions:
1 Proposed development subject to zoning requirements and approval by the planning
department staffper Mason County Title 17,
2 Permit must be installed by a Mason County Certified Installer unless prior written
authorization from Masan 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
back ill of system components.
6 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for
final installation approval.
7 Clearing vegetation inside the wet/and buffer and future building permits must comply with
all Planning requirements.
THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OFF,
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/onsite/oss-inspection-request.php or call:
360427-9670, extension 400.
OFFICIAL USE ONLY
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ON-SITE SEWAGE SYSTEM APPLICATION
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APPUCANT PNDNE m B1
Steve Guthrie (360) 208-4552 c
AFF-INGARDRIESS-STREET CITY sTAE,TIPL00E
1228 Tower Ave.
Raymond WA 98577 n z
PEADDREsN.TMt LChristie Ct. Hoodsport WA 98548 a
NAME OF DESIGNER PXDNE ? N
Dale L. Tahja (360) 426-5940
NAME OF INSTALLER PHONE v I N
T.J. Goos (360) 490-0217 <
PERGGMIT 1E(xkd one) CC DRINKINGAATER SOURCE y O
L9I RESIDENUALOSS �COMMUNITYOSS ILPCOMMERCIALOSS fPRIVATEINDIVIDUALWELL I])PRIVATETWO-PARTYWELL 2 (�
TYPE OF NORrc(ukn orre) 7PUBLIC WATER SYSTEM LAI Cmhman w 1Co.
9.NEWCONSTRUCTION I UPGRADES E�REPAIRIREPLACEMENT OTHER DETAILS(a'Man 1bale00111 [I TABLE IX REPAIR A CT
SUDMI"; ADS p� ❑SURFACING SEWAGE ❑EXISTING FAILURE ❑SHORELINE
ppV,'DESIGN FORM(REQUIRED) YDISEPTIC DESIGN(REQUIRED) BEDROOMS LOTS¢E r0
6WAOIER(S)DFAPPDCABLE) 2 0.23 acre x I o
DIRECTIONS TO BITE ANO SITE CONDITIONS.AA bCA6tl peg)
Go up to Lake Cushman, left on Duckabush Dr, go left at Tyee, right on Mt. Christine Crt., o
property second lot on right. o
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❑VOUUNTARY OMAINTENANCEIPUMPING OSUILDINGPERMIT OHOMESALE
INSPECTOR SOIL LOGS L M T�
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RECORD DRAIMNG AND INSTAUATON REPORT
SAIL GDES:
V-VERY G=GPAL2 LLY 5=SAND L=LOAM sI=SILT L=LNY L=EMPEMELV R=ROOi$ REQUIRED FOR FINALAPPROVAL.
INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED/ISSUED BY DATE
9130Izy � I���z I[( I t
THISFORMIMYB SOANNEO AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBBITE REVISED INrz0:5
DESIGN FORM—PAGE ONE Assessor's Parcel Number: 4 2 2 0 9 — 5 0 — 0 0 0 7 1
A design will be reviewed when 3 Comes of each of the following are submitted:
•Completed design form that has been signed and dated. a 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 form may be sunned and evsllable for while view on the Mason Coundy
Web site.Maximum exer size.' //"X IT'
Permit Number SWG Designer's Name: Dale Table
Applicant's Name: Steve Guthrie Designer's Phone Number: (360)426-5840
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Mailing Address:
1228 Tower Ave. Designer's Address: 2450 W Deegan Rd W
Raymond WA 98577 Shelton WA 9B5M
Ciry State Zi City Slate Zip
Treatment Device
❑ Glendon Biofilter ❑Sand Filter ❑Mound 0 Sand Lined Dminteld ❑Recirculating Filter,Type:
❑Aerobic Unit Make/Model ❑Disinfection Unit Make Model Other: N/A
Drainfield Type
Ei Gravity ❑Pressure ❑Trench 9 Bed ❑Sub Surface Drip
Septic Tank/Dreinfield Specifications Laterals
Number of Bedrooms 2 Schedule/Class 3034
Daily Flow:Operating Capacity 180 gpd Length 30 It
Daily Flow:Design Flow 240 gpd Diameter 4 in
Septic Tank Capacity(working) 11200 gal Number 3
Receiving Soil Type(1-6) 3 Separation 3.33 ft
Receiving Soil Appl.Rate 0.8 gpd/ft' Orifices
Required Primary Area 300 ft, Total Number of Orifices Perf. Pipe
Designed Primary Area 300 Bc Diameter in
Designed Reserve Area 300 ft2 Spacing in
Trench/Bed Width 10 ft Manifold
Trench/Bedlmgth 30 it Schedule/Class 3034
Elevation Measurements Length 25 R
Original Drainfield Area Slope 0 % Diameter 4 in
New Slope,If Altered 0 a/ Preferred manifold configuration used? ❑Yes 69 No
Depth ofEzcavation Up-:lope 24 in Transport Pipe
from Original Grade down-smp� 24 in Sohedule/Class 3034
Designed Vertical Separation 48 in Length 40 ft
Gravelless Chambers Required? ❑Yes ❑No lif Optional Diameter 4 in
Pump Required? ❑Yes If No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day Gravity
Diff.in Elevation Between Pump&Uppermost Orifice ft Dose quantity gal
Drainfield Squirt Height/Selected Residual(head) _ft Chamber Capacity(flood) gal
Uppermost Orifice re Higher ❑Lower than Pump Shutoff
Pump controls:Plisse check those required.
Capacity @Total Pressure Head Gravity gpm OTimer Elapse Meter ❑ Event Counter
3
Calculated Total Pressure Read ft If Timer: PwripbP i ^": k +Purn(t ojE
Comments
DESIGN FORM—PACE TWO Assessor's Parcel Number:4 2 2 0 9 — 5 0 -- 0 0 0 7 1
Permit Number: SWG
DESIGN.CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
m Test hole locations m Drainfield orientation and layout Reference depth from original grade:
m Soil logs lid Trench/bed dimensions and m Septic tank
m Property lines critical distances within layout m Drainfield cover
m Existing and proposed wells m D-Box/Valve box locations Reference depth from original grade
within 100 ft of property m Septic tank/pump chamber and restrictive strata:
m Measurements to cuts, banks,and locations m Laterals,trench/bed,top and
surface water and critical areas m Observation port location bottom
m Location and orientation of m Clean-out location m Curtain drain collector
curtain drain and all absorption m Manifold placement ❑ $and augmentation
components m Orifice placement Other cross-section detail:
m Location and dimension of m Lateral placement with distance m Observation ports/clean-outs
primary system and reserve area to edge of bed Other Information
m Buildings ❑ Audible/visual alarm referenced Yes No
m Direction of slope indicator m Scale of drawing shown on scale Design
PJ ❑ staked out
m wate'Ames _ bar ❑ ❑ Recorded Notices attached
m Roads,easements,driveways, ❑ ❑ Waiver(s)attached
puking ❑ ❑ Pump curve attached
m North arrow and scale drawing ❑ ❑Evaluation of failure
shown on scale bar Non-residential justification
❑ ❑ Waste strength
❑ ❑Flow
DESIGN:APPROVAL
The undersigned designer ttttttttt\ \be notified i\n—s{—�(!\fir az time of installation m Yes ❑ No
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Signature of Designer Date
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The undersigned has reviewed this design on behalf of Mason County Public Health and d be,
compliance with state and local on-site regulations:
Environmental Health Specialist Date sb
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING ON J
✓ The design is stamped"Approved"by Mason County Public Health. ---t
✓ 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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Installation/Maintenance
Gravity Distribution/Bed Systems
1. Install bed bottom level and in contour with the ground.
2. Install drainfield during dry weather and soil conditions.Any soil smearing must be
eliminated by hand raking any areas that get smeared.
3. Divert all storm water run-off away from septic system components.
4. No curtain(french) drains allowed within 1 Oft. of the up-slope edge of the drainfield and
reserve area.
5. No curtain (french) drains allowed within 3011. of the down-slope edge of the drainfield
and reserve area.
6. Have the septic tank pumped or inspected every 3 to 5 years.
7. All material and workmanship must meet County and State requirements.
8. Install risers on septic tank.
9. Deviation from this approved design without prior approval from the Designer and
Mason County Health Department will make this design null and void.
10.The prepared Site Plan is not a survey, it is the owner's responsibility to verify property
line locations prior to installation. Any discrepancies must be reported to the Designer
immediately.
11. Locate all utilities prior to starting installation.
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LICENSED DESIGNER