HomeMy WebLinkAboutSWG2024-00108 - SWG Application / Design - 3/18/2024 ® MASON COUNTY 415N 6SHELTON: ,3604279670,
360. N,WA98564
BELFAIR: 2754487,EXT 400
Public Health & Human Services ELMA 3604825269,EXT 400
FAX:360427-7787
On-Site Sewage System Permit: SWG2024-00108
APPLICANT MCTURNAL WILLIAM B&JANET F Phone: 360.701.1033
Address: PO BOX 12048 OLYMPIA,WA 98508
OWNER MCTURNAL WILLIAM B&JANET F Phone: 360.701.1033
Address: PO BOX 12048 OLYMPIA,WA 98508
SEPTIC DESIGNER JIM HUNTER* Phone: 360-753-1226
Address: PO BOX 162 OLYMPIA, WA 98507
Site Address: E Crestview Dr
Primary Parcel Number. 320227790011
Permit Description: New SFR-3BR Pressure
Permit Submitted Date: 03/18/2024
Permit Issued Date: 04101/2024
Issued By: Jeff Wilmoth
Current Permit Fees Paid: $540.00 pddlaoreuees may be required gpoo installation or sysi
Permit Expiration Date: 03/21/2027 (based on dale or mspeamoi
Permit Conditions:
1 Proposed development subject to zoning requirements and approval by the planning
department staff per Mason County Title 17,
2 Peni 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 specked 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 Asbuiit 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-mquest.php or call:
360-427-9670,extension 400.
OFFICIAL USE ONLY
MASON COUNTY PUBLIC HEALTH WERELENLO rb No-l-LA
ONSITE SEWAGE SYSTEM APPLICATION M E�P L� MCENEDeY: '\ o y
415N&IISIHS[(8Id98) 5heRTm WA98584 J `O < y
Shelron:880177-9810 a#400 Belhir:380-2754/87 eM480 SWG a09A - � = y
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APPLICANT I PHONE D n
BILL MCTURNAL 360 280-2236 m m
MAILING ADDRESS-STREET CITY STATE,ZIP DO 1-
PO BOX 1768 107191 WESTPORT WA 98595 cz
SITE ADDRESS-STREET CITY ZIP DOME w
hffl 18 2024 JUGRAPEVIEW WA 98546 z
NAME OF DESIGNER PHONE
JIM HUNTER BY------------- 360 753-1226
NAME OF INSTALLER I PHONE /
CHECHALLAPPLICABIE ITEMS DRINKING WATER SOURCE 0 Iv
d NEWCONSTRUCTION [] RVHOLDINGTANKONLY PRIVATE INDMDUAL WELL W
❑ REPLACEMENT SYSTEM O INSTALLATIONPERMITONLY O PRNATEM PARTYWELL 2
O TABLED REPAIR SINGLE FAMILY O COMMUNITYPUBLIC AXTER SYSTEM
O TANK(S)GNLY O COMMERCIAL SYSTEM NAME:
O UPGRADETOEXISTING O OTHER'. ReDRO.s LOTS¢E U
O EXISTING FAILURE 'RaxxMBAMNAR ubH • IANOMADMI
O I J
DIRECTK)NSTO SITE-BE SPEOFICANDPDNSE GFANY NEEDED INFORMATION FORACCESS Nx,b[W")-
HWY 3 TO AGATE, WEST ON CRESTVIEW 1500 FT EAST OF AGATE LOOP TO x
` DRIVEWAY ON LEFT FOLLOW TO END AT SIGN. I ��
y
a
N WSTBEFMGGEDFRGMMAINROADAWMSTHOLESMUSTME GGWMTHTESTHOLENUMBERS
OFFICIAL USE ONLY BELOW THIS LINE
UPOSSI E I FAILURE SOURCE(W n xlW puAAMN [ +
❑VOLUNTARY OMANTENANCETUMPING O BUILDING PERMIT OHOMESALE OCOMPLAINT C30THER A,. V
.M10GECTOR SOIL LOGS CAMMENTS, ON$
RF�F 91p16
V=)X DFB:
' V= G=GRAVELLY 5=50N0 L=LOAN B•SILT C•CMY E•EMPEMELY R=0.OT5
SPE OR BIG NRE DATE APPLIGTKXI E%%PATON DATE AP P TIO PPROVED BY MTE
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$44&&YWWMNMMDAWMMFORPUEMMMONTNEMASONCMNTYWEBS17 NEVISED120=15
DESIGN FORM—PAGE ONE Assessor's Parcel Nurnber. 3-c-2-lu Z7- -- Q 0-01 L
A design will he 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. v Cross-section sketch,including all applicable items on checklist.
This form maybe scanned and available for public view on the Mason County Web sne.,Wr imuor paper size: lVX17"
n ,�P(A/RCEL IDENTIFICATION
Permit Number: SWG 2_0.Z�(—tsd(0� Designer's Name: JIM HUNTER
Applicant's Name: BILL MCTURNAL Designer's Phone Number: 360-753-1226
Mailing Address: PO BOX 1768 Designer's Address: PO BOX 162
WESTPORT WA 98595 OLYMPIA WA 98507
city State Zip City State Zip
DESIGN PARAMETERS
Treatment Device
❑Glendon Biofilter ❑ Sand Filter ❑Mound ❑Sand Lined Dminfield ❑Recirculating Filter,Type:
❑Aerobic Unit MakelModel ❑Disinfection Unit Make/Model Other:
Drainfield Type
❑Gravity ❑Pressure R(Trench ❑Bed ❑Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 3 Schedulc/Class SCH40
Daily Flow:Operating Capacity -2-.0 gpd Length 200 ft
Daily Flow:Design Flow 3i.00 gpd Diameter 1 1/4 in
Septic Tank Capacity 1200 gal Number 5
Receiving Soil Type(lfi) _ 4 Separation ie ft
Receiving Soil Appl.Rate O.(o gpd/ftt Orifices
Required Primary Area (100 fi' Total Number of Orifices 89
Designed Primary Area LOO fl, Diameter 3116 in
Designed Reserve Area (i00 ft2 Spacing 24 in
Trench/Bed Width 3 ft Manifold
Trenched Length 200 ft Schedule/Class SCH40
Elevation Measurements Length Z Q it
Original Dminfield Area Slope % Diameter 2 ill
New Slope,If Altered A % Preferred manifold configuration used? O Yes O No
Depth of Excavation Upslopa (l` in Transport Pipe
from Original Grade ouwn-sbce 8 " in Schedule/Class SCH40
Designed Vertical Separation 2c in Length 215 ft
GrawIless Chambers Required? IrYes ❑No ❑Optional Diameter 2 in
Pump Required? Yes O No Dosing and Pump Chamber
Pump/Siphon Specifications Number ofdoses/day 6
Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity Co gal
Orifice B10 R Chamber Capacity 1200 gal
Uppermost Orifice lifffigher O Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head 58.032 gpm dfimer ZRIapse Meter [ItEvent Counter
Calculated Total Pressure Head 23.662 ft If Timer: Pump on q0.0 ,Pump off .19
Comments " D
itMAR 2 9 20A
MASON WUNTY ENVIRONMENTAL HEALTH
JBW
DESIGN FORM—PAGE TWO Assessor's Parcel Number.3,,Aoa& - -11 —01—QQ I L
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
Ef Test hole locations IZ Drainfield orientation and layout Reference depth from original grade:
19 Soil logs Treach/bed dimensions and 9 Septic tank
0 Property lines critical distances within layout Er Drainfield cover
Eg Existing and proposed wells 9 D-BoxfValve box locations Reference depth from original grade
within 100 ft of property 19 Septic tank/pump chamber and restrictive strata:
❑ Measurements to cuts,banks,and locations ❑ Laterals,trench/bed,top and
surface water and critical areas lZ Observation port location bottom
IZ Location and orientation of 9 Cleanout location ❑ Curtain drain collector
curtain drain and all absorption 9 Manifold placement ❑ Sand augmentation
components 9 Orifice placement Other cross-section detail:
IZ Location and dimension of 9 Lateral placement with distance Ef Observation ports/clean-outs
primary system and reserve area gye�
IZ Buildings Y ' L* � YesOther Information
E9 Direction of slope indicator � e of drawin shown on s
Waterlines 9 ❑ Design staked out
19 MAR 9 2024 ❑ ❑ Recorded Notices attached
IZ Roads,easements,driveways, ❑ ❑ Waivers)attached
pukingMASONEOUNTY ENVIRONMENTAL HEALT ❑ ❑ Pump curve attached
91 North arrow and scale drawing JBw ❑ ❑ Evaluation of failure
shown on scale bar Non-residential justification
❑ ❑Waste strength
❑ ❑ Flow
DESIGN APPROVAL
The undersigned designer must be notifistallation ❑Yes (Vivo e t e of in
3-Io-tk
Signayo Designer Date
The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in
compliance with state and local Ye regulation
E vi oral Health Specialist Date
CAUTION: DESIGN AP OVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved"by Mason County Public Health. 3-2,/ —Z 7
✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: l
✓ Dminfield 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: 12/712015
PAGE 1
d {4\\
MASON COUNTY HEALTH DEPARTMENT
ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN
SITE It. PARCEL N: 32022-))-90011
DATE SUBMITTED: 3WO24 LEGAVLOT#: BLA 20.30
SUBMITTED BY. JIM HUNTER TRACT B
APPLICANT: BILL MCTURNNAL
ADDRESS: PO BOX 1768
WESTPORT,WA9B595
I.CALCULATIONS
NUMBER OF BEDROOMS= 3
RESIDENTIAL GPD FLOW= 360
IF NONRESIDENTIAL-GPD FLOW
WILL BE AS FOLLOWS:
GPD=
APPLICATION RATE= 0.6 GPD/F72
REDUCTION=LEAVE BUNK IF NO REDUCTION TAKEN
DRAINFIELD SIZING
ABSORPTION AREA= 600 FT2
TRENCH LENGTH OR BED CONFIG.= 200 FT
II.WATERPROOF SEPTIC TANK
COMPOSITION AND SIZE= 1200 GAL.CONCRETE
NEW OR EXISTING NEW
III.DRAINFIELD CROSS SECTION
DEPTH TO DRAINROCK BOTTOM= GRAVELLESS CHAMBERS
ROCK DEPTH BELOW PIPE= GRAVELLESS CHAMBERS
SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE
MATERIAUSEASONAL SATURATION= >Z_OF
FILL DEPTH= 11-0-
TRENCH WIDTH= T-0.
IV.PUMP REQUIREMENT
DOSING VOLUME IN GALLONS= 60
NUMBER OF DOSES PER DAY= 6
PPROVE ��d• :"��
A
MAR 2 9 2R14 �f��s�lwzn sT
U - C.m+R MIMIER �+
MAC COUNTY EtMRONMENTALHEAL seo nEpCHER -
JBw EXPMES: 03/22/u
RAGEY
V.PRESSURE CALCULATIONS
USING PIPE CLASS 40
ORIFICE 3/16
LATERAL#1=
SQUIRT HT(FT)= 2.00
(WTE(2):ORIFICE DISCHARGE RATE=(1179)X(ORIFICE DIAWMFV502X
SO ROOTOF(TOTAL PRESSUREHEAD)
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 42.00
ORIFICE SPACING= 2'0'
DISTANCE FROM END CAP= 1.0.
NUMBER OF HOLES= 21
LATERAL DISCHARGE RATE= 12.310
LATERAL rig=
SQUIRT HT(FT)= 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 42.00
ORIFICE SPACING= 2'0'
DISTANCE FROM END CAP= 1'0'
NUMBER OF HOLES= 21
LATERAL DISCHARGE RATE= 12.310
LATERAL#3=
SQUIRT HT(FT)= 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 42.00
ORIFICE SPACING= 20'
DISTANCE FROM END CAP= VT
NUMBER OF HOLES= 21
LATERAL DISCHARGE RATE= 12.310
LATERAL#4=
SQUIRT HT(FT)= 2.00
ORIFICE DISCHARGE RATE= 0.5B618
LATERAL LENGTH IN FEET= 18.00
ORIFICE SPACING= 2'0'
DISTANCE FROM END CAP= 1.0.
NUMBER OF HOLES= 24
LATERAL DISCHARGE RATE= 14.068
LATERAL 05=
SQUIRT HT(FT)= 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 24.00
ORIFICE SPACING= 2'0'
DISTANCE FROM END CAP= 110.
NUMBER OF HOLES= 12
LATERAL DISCHARGE RATE= 7.034
r I
? PRONE
yea.
MAR 2 9 2p24 ,�e � r� s
�NCpNNV J�BYpN�MENTALNELuT � r1ME5A M.NlER
IACENSED UESIONLR �
EX"TS: 03/22/Z(R
PK�3
LENGTH DIAMETER FLOW FRICTION LOSS
SECTION (FT) (IN) (GPM) (FT)
AS 2151 2.00 58.032 11.355
BC 1.00 2.00 38.688 0.025
CD 1.00 2.00 26.378 0.012
DE 5.00 2.00 14.068 0.019
EF 42.00 1.25 14.068 1.151
TOTAL= 12.562
TOTAL HEAD LOSS "
1)FRICTION LOSS THROUGH SYSTEM= 12.562
2)ELEVATION DIFFERENCE 9.100
3)RESIDUAL = 2.000
TOTAL= 23.662
APPROVE
MAR 2 9 2924 D
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