HomeMy WebLinkAboutSWG2023-00260 - SWG Application / Design - 6/22/2023 (2) ® MASON COUNTY 415 NB SHELTON: ,SHELTON.WA 98584
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$HELTDR:W427-9670,EXT Me
BELFAIR:360-2T5d487,EXT 400
Public Health & Human Services ELMA:380d82-5285,EXT 400
FAX:36"27-TI87
On-Site Sewage System Permit: SWG2023-00260
APPLICANT SEGREST ET UX ROBERT Phone:
Address: PO Box 1949 ALLYN,WA 98524
OWNER SEGREST ET UX ROBERT Phone:
Address: PO Box 1949 ALLYN,WA 98524
SEPTIC DESIGNER Jim Zlmny Phone: 360-616-7287
Address: 7178 WINDFLOWER PL NW SEABECK,WA 99380
Site Address: XXX E Johnson Ridge Dr
Primary Parcel Number. 222137700060
Permit Description: 3-bedroom pressure system: Revised
Permit Submitted Date: 06/22/2023
Permit Issued Date: 08122/2024
Issued By: David Anderson
Current Pennit Fees Paid: $945.00 y"�uirwwopoo mn.sxxd adym«n).
Permit Expiration Dale: 07/06/2026 (bum od dae a'mdpmdoo)
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 Masan County Certified Installer unless prior written
authorization from Mason County is obtained.
3 Drainfie/d installation not to exceed designed ups/ope and downslope depth specified on
design corm.
4 Installeris responsible for obtaining Mason County installation approval prior to backfill of
system components.
5 Installer is responsible for obtaining Septic Designer/Engineerinstallation approval prior M
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/onsitalms4nspection4equntphp or call:
360-427-9670,extension 400.
CHI USE ONLY
® MASON COUNTY PI _ UR
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DESIGN FORM-PAGE ONE Assessor's Parcel Number. 222137700060- D —AtfrIlL �-
A design will be reviewed when 3 rnnies of each of the following are submitted:
Completed design form that has been signed and dated. v Scaled layout sketch,including all apply- a s n ehaklia __
Scaled plot plan,including an applicable items on checklist. I Cross-section sketch,including all applicable items on checklist
This frommaybe scanned and available for public view an the mason County Web site.Maximum paper size: 11"X 17"
PARCEL IDENTIFICATION
Permit Number: SWG 2023-00260 Designer's Nam: Jim Zimny
Robed Segrest 360-516-7287
Applicant's Name' Designer's Phone Number:
Mailing Addmss� PO BOX 1049 Ikag.'.Add...: 7178 W nd8ower Pl NW
® ALLYN WA 98524 Seibek WA am
city State zip City Stare zip
DESIGN PARAMETERS
Treatment Device
Glendon BiofdW 0 Sand Finer ❑Mound ❑Sand Lined Drain6eld 0 Recirculating Filter,Type:
0 Aembic Unit MakelModel O Disinfection Unit Makemadel Other:
Drainfield Type
0 Gravity ErPressum @rTmmb ❑Bed ❑Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 3 Schedule/Clam 5 �t17 sch 40
Daily flow:Operating capacity 270 Slid Mn V 50' ft
Daily Flow:Design Flow 360 gpd Di ter 11II 1 114 ul
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Septic Talc Capacity(working) 1200 � N if U � � . ._4 q
Receiving Soil Type(16) 4 Seu� -.ffn 5' ft
Receiving Soil Appl Rate 0.6 gpd/ft' - Orifices
Required Primary Area 600 - fta Total Number of Orifices 44
Designed Primary Area 600 " ft Diameter 1/8" in
Designed Reserve Area 600 ft2 Spacing 60" in
Tmnch/Bed Width 3 ft P Manifold
Trencll/Bed Length 200 ft Sc sch 40
Elevation Measurements Le `"ud'::- '.:run 2' ft
Original Grainfield Area Slope 2 % Diameter l- q.-1,y 2" in
New Slope,If Altered 2 % Preferred manifold configuration used? 0 Yes 0 No
Depth of Excavation uµslope 8" in Transport Pipe
from Original Grade Downs 7" in Schedule/Class sch 40
Designed Vertical Separation 24" in Length 60 ft
Gmveliess Cbambers Required? [3 Yes ONo IIfOptioal Diameter 2" in
Pump Required? If Yes ONo Dosing and Pump Chamber
Pump/Siphon Specifications Number ofdoses/day 6
Diff.in Elevation Between Pump&Uppermost Orrice 10' ft Dose quantity 45 gal
Grainfield Squirt Height/Selected Residual(head) 5' R Chamber Capacity(Hood) 1000 gal
Uppermost Orifice If O Lower Shumff Pump controls:Please check those required.
Capacity @ Total Pressure Head Gt1 Spot Iftimer UPtapse Meter WEvent Counter
Calculated Total Pressure Head 18 ft If Timer: Pump on 2 min 5 sec pump off 4 hrs
Comments
DESIGN FORM—PAGE TWO Assessor's Parcel Number.222137700060— __ — _____
Permit Number SWG 2023.00260
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
Id Test hole locations H Drainfield orientation and layout Reference depth firm original grade:
19 Soil logs Pf Trench/bed dimensions and If Septic malt
Id Property lines critical distances within layout le Drainfield cover
10 Existing and proposed wells 19 D-Box/Valve box locations Rcfcrcnce depth from original grade
within 100 R of property IB Septic tank/pump chamber and restrictive strata:
0 Measurements to cuts,banks,and locations B Laterals,trench/bed,top and
surface water and critical areas Iff Observation port location bottom
10 Location and orientation of B Clean-out location ❑ Curtain drain collector
curtain drain and all absorption If Manifold placement ❑ Sand augmentation
components Id Orifice placement Other cross-section detail:
0 Location and dimension of 16 Lateral placement with distance 19 Observation ports/clean-outs
primary system and reserve area to edge of bed Other Information
0 Buildings 19 Audible/visual alarm referenced Yes No
M Direction of slope indicator I f Scale of drawing shown on scale ❑ ❑ Design staked out
16 Waterlines bar ❑ ❑Recorded Notices attached
16 Roads,easements,driveways, ❑ ❑Waiver(s)attached
parking ,�4' ❑Pump curve attached
ld North arrow and scale drawing 43 + ❑ ❑Evaluation of failure
shown on scale bar z°�` Non-residential justification
❑ ❑Waste strength
r '1 ❑ ❑ Flow
DESIGN P R VAL
The undersigned designer must be non rstaller at 'me of installation If Yes ❑ No
7-24-5
Sign. r o esigner Date �op
The undersigned has reviewed this design on behalf of Mason County Public Health and determinedi�
compliance with state and local on-si regulations: �y �°,�
�f8'l zz( 7 AUG 2Z 2Up4
Environmental Health Specialist ate f/;pip
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CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONa''&ON:
✓ The design is stamped"Approved"by Mason County Public Health.
✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: //���V?Ia�J _
✓ 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 forth may be scanned and available for public view on the Mason County Web site.
Updated Date: 12/72015
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Advantage Perc & Design
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Construction Notes for Pressure Distribution 3 Bedroom System:
ar Pressure Distribution w/graveless chambers(Rock and pipe may be substituted)
Install 4—50' Laterals of 1 1/4"sch 40 PVC pipe.
Install on 5'foot centers.
1/8"Orifices on 60"centers beginning 30"from the beginning of the lateral and oriented at 12 O'clock
Install 8"trench depth and maintain 24"of vertical separation
Install level and along contours.
Install in dry weather only.
Use 1200-Gallon septic and 1200-gallon pump tank w/locking lid risers to the surface of the ground.
See pump Chart for Pump Specs
Use Rhombus SJE Control Panel or equivalent w/audible and visual alarms for low and high water.
System designed for typical residential waste strength sewage only.
System designed for 360 Gallons Per Day
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FIGURE 2
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Pump Selection for a Pressurized System-Single Family Residence Project
Parameter,
D'achar9e Aemmap Size 203 innhes 100
Tmnapon Length 60 feet
Transport Pipe Clam 40
Transport Lhe Size 2.00 Inches gg
DbNbuting Valve Model None
Max Elevation Lift 10 feet
Manifold Length 2 feet
Mangold Pipe Clam 40 80
Manifold Pipe Sao 1.25 inolree
Number of LeleMla per Cell 4
LeMml Length W finer
Lehner Pipa C4u 40 70
laleml Plea so. 123 Flenes
..Siva 1fa o=
onnipn 6padng 5 feet
Reeldual Head 5 feet 80
Flow Meter None too.
'Addon'FnClnn Loseee 0 feet g9g
Calculations rx
MlnhnumF Rate par Cohen OAS gpm E
Number of Cai per torte 44
Total Flan Rate per Zone 19.1 gpm 40
Number of La(enls per Zone 4 gb
%F Diaarential laVum Orinm 0.6 % F
Tranapod Veb h 18 fps
Frictional Head Losses 30
Lam through Displarge 0.7 hero
Lossin Tmnspo0 0.5 had 20
Loss through VeNe 0.0 feet
Laura Manama 0.0 rem
ra Lo in Latemla 0.1 feat
Lem,through Flp ler 0.0 feet 10
Add-on Fnmon Losses 0.0 feel VT
Pipe Volumes
Vol of Tiamin rt Lire 13.9 gaN 00 20 40 e0 80 100 120 140 100
Vol of Manifold 02 gar Net Disehsrga(gpm)
Vo1MLeteMlapa Zan 15.5 pale
Raft Volume 29.6 gee
Minimum Pump Requirements PumpDals, Legend
Done.Flow Rate 191 go- PFEFW EIaeem gonna System Curve:._.
Total Dynemio fkad 16A feet 121-11P,11523oV 1e
Pump Curve:
pamv ovr:rul Ranger
Operating Paid:
APpR Oaspr Path:
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