HomeMy WebLinkAboutSWG2023-00171 - SWG Application / Design - 5/3/2023 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584
• • SHELTON:360-427-9670,EXT 400
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: SWG2023-00171
APPLICANT Susan Solais Phone:
Address: PO Box 87012 VANCOUVER, WA 98687
OWNER Susan Solais Phone:
Address: PO Box 87012 VANCOUVER, WA 98687
SEPTIC DESIGNER ROD LEFT-Acme Design Phone: 360-698-8488
Address: PO Box 2954 SILVERDALE, WA 98383
Site Address: 661 SE Mill Creek Rd
Primary Parcel Number: 320294200150
Permit Description: 6-bedroom pressure system
Permit Submitted Date: 05/03/2023
Permit Issued Date: 06/02/2023
Issued By: David Anderson
Current Permit Fees Paid: $525.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 05/30/2026 (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
DATE RECEIVED:
MASON COUNTY i >
.I I. COMMUNITY SERVICES AMOUNTRECENED: [F1ECEVEDBY: COCn
(n
v M
cn
PublicHaatth(Community Health/Environmental Health)
360+27-9670,eft 400 or 360-275-467,ext.400 //7��� //^^ En 0
415 N.6th Street-Shelton,WA 96584 S`A/( _ _
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ON-SITE SEWAGE SYSTEM APPLICATION 3
m n
APPLICANT PHONE m
Susan Solais Z
MAILING ADDRESS-STREET,CITY,STATE,ZIP Ca Et
P.O. Box 87012 Vancouver WA 98687 m
SITE ADDRESS-STREET,CITY,ZIP CODE MAY 0 3 2023 V
Shelton 661 SE Mill Creek Rd I WA 98584 I w
NAME OF DESIGNER PHONE I IV
Rod Left By 360-698-8488
NAME OF INSTALLER PHONE v I O
IN
PERMIT TYPE(select one) DRINKINGINp WATER SOURCE
LX RESIDENTIAL OSS COMMUNITY OSS COMMERCIAL OSS M PRIVATE INDIVIDUAL WELL U.PRIVATE TWO-PARTY WELL Z co
TYPE OF WORK(select one) PUBLIC WATER SYSTEM
IX NEW CONSTRUCTION I UPGRADES REPAIR/REPLACEMENT OTHER DETAILS(select all Met apply) ❑ TABLE IX REPAIR I
SUBMITTALS El SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE
03
Pr DESIGN FORM(REQUIRED) iv1 SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE /'� O I N
6WAIVER(S)(IF APPLICABLE) 13. V 1 ACHES 0
DIRECTIONS TO SITE AND SITE CONDITIONS.(en.locked gate) I O
See map I o
0 I _
i01
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. CD
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE/FAILURE SOURCE(for reporting purposes)
❑VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT ['HOME SALE ['COMPLAINT 0 OTHER:
INSPECTOR SOIL LOGS COMMENTS/CONDITIONS
TN 0- 4 i" L
nesi►izfi of (45"
T 0- (-a" L
/26ent6te,uF WI kri'tti n'ot
Tl+3' 0-3f11 n c
SOIL CODES: RECORD DRAWING AND INSTALLATION REPORT
V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL.
INSPECTOR SI NATURE DATE APPLICATION EXPIRATION GATE APPLICATION APPROVED/ISSUED BY DATE
fi 573/g 5/30 /Z074
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 2 0 2 a — 4 2 — 0 0 1 5 0
A design will be reviewed when 3 copies of each of the following are submitted:
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. 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: 11 X 17
Permit Number: SWG 2./2+)Vv %"1 Designer's Name: Rod Left
Applicant's Name:
Susan Solais Deli er's Phone Number: 360-698-8488
�
Mailing Address:
P.O.Box 87012 Designer's Address: PO Box 2954
Vancouver WA 98687 Silverdale WA 98383
City State Zip.. City State Zip
Treatment Device
❑Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter,Type:
O Aerobic Unit Make/Model 0 Disinfection Unit Make/Model Other:
Drainfield Type
❑Gravity
gi Pressure 0 Trench 0 Bed ❑Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals /
OP
Number of Bedrooms 6 Schedule/Class 40
Daily Flow:Operating Capacity S 10 "errt4.21. gpd Length 50-7o ft v
Daily Flow:Design Flow .96I7 LQ 'd,`-11-1• 6 gpd Diameter 1 in
Septic Tank Capacity 2 x 1250 gal Number (o
Receiving Soil Type(1-6) 4 / / Separation 5 ft
Receiving Soil Appl.Rate 0.6 gpd/ft Orifices
Required Primary Area 1200 ft2 C/ Total Number of Orifices 100
Designed Primary Area 1200 ft2 V Diameter 1/8 in
Designed Reserve Area 1200 ft2 '' Spacing 48 in
Trench/Bed Width 3 ft" Manifold
Trench/Bed Length 400 ft / Schedule/Class 40
Elevation Measurements Length 100 ft
Original Drainfield Area Slope 5-10 % Diameter 1,.4 S in
New Slope,If Altered same % Preferred manifold configuration used? 0 Yes 0 No
Depth of Excavation Up-slope 14 in Transport Pipe
from Original Grade Down slope 10 in Schedule/Class 40
Designed Vertical Separation • 24 in Length 5 9. ft
Gravelless Chambers Required? 0 Yes 0 No 91 Optional Diameter 2 in
Pump Required? Rf Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 12
Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 60 gal
Orifice 4'+ ft Chamber Capacity 2000 gal
Uppermost Orifice 0 Higher fii Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head 41•$ gpm a imer L] lapse Meter ®'Event Counter
Calculated Total Pressure Head as.% ft _ If Timer: Pump on
Ifir
141131714Z0 V EtIP----
Comments
_ JUN 0 2 2023
TUI , 1 ar.k I >4./c.. +too C'tse,cs
VAbCN L,u.J '-Y ENVIRCNWE.1.1Tr'_i; 11 TH
OJA
DESIGN FORM—PAGE TWO Assessor's Parcel Number:3 2 0 2 3 -- 4 2 -- 0 0 1 5 0
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
O Test hole locations 12l Drainfield orientation and layout Reference depth from original grade:
O Soil logs EZI Trench/bed dimensions and 0 Septic tank
Property lines critical distances within layout 64 Drainfield cover
ti l l N
0ave box locations
Existing and proposed wells D-BoxReference depth from original grade
within 100 ft of property II Septic tank/pump chamber and restrictive strata:
Measurements to cuts,banks,and locations 0 Laterals,trench/bed,top and
surface water and critical areas Observation port location bottom
0 Location and orientation of Ei Clean-out location 0 Curtain drain collector
curtain drain and all absorption 0 Manifold placement 0 Sand augmentation
components 0 Orifice placement Other cross-section detail:
61 Location and dimension of Lateral placement with distance 0 Observation ports/clean-outs
primary system and reserve area to edge of bed Other Information
0 Buildings 64 Audible/visual alarm referenced Yes No
IA Direction of slope indicator 0 Scale of drawing shown on scale 0 d Design staked out
Waterlines bar 0 0 Recorded Notices attached
E7i Roads,easements,driveways, 0 0 Waiver(s)attached
parking 0 ❑Pump curve attached
0 North arrow and scale drawing 0 0 Evaluation of failure
shown on scale bar Non-residential justification
❑ El Waste strength
❑ El Flow
DESIGN APPROVAL
The undersigned designer must be notified by • er at ' of installation 0 Yes 0 No
rn4.1av23
Si a of Designer Date
The undersigned has reviewed this design on behalf of Mason County Public Health and deAPPReO V D
compliance with state and local on- • regulations: GG
62'17273 JUN 022023
• onmental Health Specialist Date
MASON COUNTY ENVIRONMENTAL HEALTH
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITIOnA
✓ 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.
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
Pump Selection fora Pressurized System -Multiple Family Residence Project
SOLAIS/32029-42-00150
Parameters
160
DsdageAssemtiySae 2C0 ixhes
TrasportLagir 59 @d
Traspert Pipe Class 40
TraepatLineG7P 200 imps
DistitxringVaivesAatr Ncre 140
Mac Denim tit 5 reef
rv+adud Le gh 75 feet -
Marit id Pipe Class 40
Maibd Pipe Sze 125 i chs
Nurtza dLaerdspaCdl 6 120
Lard Le gh 70 red
L2tral PipeClass 40
Latral Ripe Sae 1.03 id e=, '.7.:-
Orike Sze 1.8 inches v
-LLB
-OriiceSpadng 4 teat -LL 100
Resttel Heal 5 fed I
a
FbNMe13- Ncre iejr� I-
'Activt Fricfm Losses 0 fed c
= 80
Calculations u
E
MrimmFlavRae per Orih_e 0.43 gxn c
NurberdOrihespaZme 106 >,
Trial Flow RabpZm gr
e 472 n I PF5005 I
pis'
Nurtz+dtras Lap aZcre 6 0 60
%FbNDiQaafd1st1astOriice 7.9 % _
Traspert'y 4.6 frs ti.-___,.
Frictional Head Losses 40
I rr.s trcugh D iscterge 4s Sect - - —
I rx¢inTraspa1 22 bet
LrsstraWVAR 0A fed ; '. .— •
Loss inMartid 5.5 �
Les inL erds as fed 20
IrxetramFbnrtpls ao fed
'Acid-crt F rictalLcsses 0A fed
Pipe Volumes
0
VddTraspcitLire 10.3 Os 0 10 20 30 40 50 60 70 80
VdcfMaradd 59 Os Net Discharge(gpm)
Vdd[Ards par Zone 1a9 gas
TclaNdirre 34.9 gals
Minimum Pump Requirements PumpData Legend
DeSky nag Rae 47E gxn PF5C05F1ghHeaiEocatPulp SystrnCLive —
Taal DyrerricHeaci 23.1 Led 50 GPM 12HP
115P30J10601-Iz,21Y230J.I06CHz PurpCuve —
APPROVED PurpOpireiRarr —
OperairgPdrt 0
JUN 0 2 2023 DesignPdrtt O
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