HomeMy WebLinkAboutSWG2024-00069 - SWG Application / Design - 2/26/2024 415 N 6TH STREET,SHELTON,WA 98584
MASONCOUNTY SHELTON:360427-9670,EXT 400
BELFAIR:360-2754467,EXT 400
Public Health & Human Services ELMA:360482-5269,EXT 400
FAX:360427-7787
On-Site Sewage System Permit: SWG2024-00069
APPLICANT BILL MCTURNAL Phone: 360-866-4594
Address: PO BOX 1768 WESTPORT, WA 98595
OWNER BOUDREAU RICH &LEIANA Phone: 360-490-2533
Address: PO BOX#1622 SHELTON, WA 98584
SEPTIC DESIGNER JIM HUNTER" Phone: 360-753-1226
Address: PO BOX 162 OLYMPIA,WA 98507
Site Address: 41 E LARCHMONT PL
Primary Parcel Number: 320165305033
Permit Description: Noncompliant Repair 2bd pressure trench
Permit Submitted Date: 02/26/2024
Permit Issued Date: 05113/2024
Issued By: Rhonda Thompson
Current Permit Fees Paid: $540.00 (addidonel fees may M required upon installation ofsystem).
Permit Expiration Date: 03107/2025 (based on dale of nspeMon)
Permit Conditions:
1 Proposed development subject to zoning requirements and approval by the planning
department staNper 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 downs/ope depth specified on
design form.
4 Installer is responsible for obtaining Mason County installation approval prior to backffll of
system components.
5 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to
backfill of system components.
6 Mason County Asbuir 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/environmentaLlonsiteloss-inspectioniequestphp or call:
360.427-9670,extension 400.
OFFICIAL USE ONLY
MASON COUNTY PUBLIC HEALTH
oL 3 b a-O rn a
ONSITE SEWAGE SYSTEM APPLICATION KKFND Q FDB o
415N6th Stwt,(Bldg8) SheBonWA98584 < (A
ShelTon:880-027 9678ext480 8eRair.36D175-0467eat 400 rn
- SWG '=Lk 0L 3 N
Z D
APPLICANT PHONE D
BILL MCTURNAL 360 280-2236 m m
r
M4ILINGADDRESS-STREET,COY,STATE,ZIPCOOE
PO BOX 1768 WESTPORT WA 98595 a
SOEADDRESS-STREET C".ZIP CODE DO
41 E LARCHMONT PL SHELTON WA 98584 IT
NANE OF DESIGNER PHONE
JIM HUNTER 360 753-1226 L�V•``
NANE OF INSTALLER - PHONE Imo'
CHECK APUCABLE RFMS DRINKING WATER SOURCE o
ILAP lO
NEWCONSTRUCTION O RV HOLDING TANK ONLY ❑ PRIVATE INDMDUALWELL `4!
C+fREPUICEMENTSYSTEN ❑ INSTALLATIONPERMIT ONLY ❑J PRIVATETM-PARTYWELL Z
O TABLE 9REPAIR SINGLE FAMILY if COMMUNT9PUBLICMTERSYSTEM
❑ TANK(S)ONLY C] COMMERICAL SYSTEM NAME: SHORECIEST
O UPGRADETOEKISTING ❑ OTHER: BEDROOMS LOTS. v1
O EXISTING FAILURE 2 DO 4 V
MMIMMMMIM,S• IV
DIRECTIONS TO SITE-BE SPECIFIC AND ADNSE OF N NEEDED INFORNATION FORACCESS(u.Nf WW) n I
CRESTVIEW DR, NORTH ON E PARKWAY N, EAST ON LARCHMONT TO SITE ON to
LOEFT AT ADDRESS. 10)
r—O b
1L+'A/I
ERE MUST BE FIAGGEO FROY NNN ROAD ANO TESTMO(ESYVST BE FIAOliEO 1M1N TEST HOLE NUMBERS I IV
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE/FAILURESCURCEHNg lippuposes)
❑VOLUNTARY OMAINTENANCEIPUMPING 13BUILDINGPERMIT OHOMEME OCOMPLAINT DOTHER:
INSPECTOR SWL LOGS COMMENTSICONDRIONS
-�-.
v n-Z--1 65 L
SOILCODES:
V-VERY G=GRAVELLY S=SAND L=LOAM SI=41LT C•CUW E=EXTREMELY R=ROOTS
INSPECTOR SIGNATURE DATE APP—TION EXPIRATION DATE A➢PLICATIONAPPROVEDBY DATE
3i71+Z7 1 3q -7 (Z< �I13rLy
THIS FORM MAY BV SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WESSITE REVISED IIRMDI5
DESIGN FORM—PAGE ONE Assessor's Parcel Numbcr:3.,2Q_LSO —
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 maybe scanned and available for public view on the Mason County Web site.Masimum paper size: //"X 17"
PARCEL IDENTIFICATION
Permit Number: SWG 2�I],L1- aDC)6a Designer's Name: JIM HUNTER
Applicant's Name: BILL MCTURNAL Designer's Phone Number: 360-753-1226
Mailing Address: PO BOX 176E Designer's Address: PO BOX 162
WESTPORT WA 98595 OLYMPIA WA 98507
City State zip city State zip
DESIGN PARAMETERS
Treatment Device
❑Glendon Biofiirer ❑ Sand Filter ❑Mound ❑Sand Lined Drainfield ❑Recirculating Filter,Type:
❑Aerobic Unit Make/Model ❑Disinfection Unit Make/Model Other:
Drainfield Type
❑Gravity 116ressure I(Trench ❑Bed 0 Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 2 Schedule/Class SCH40
Daily Flow:Operating Capacity 19 Q gpd Length 135 ft
Daily Flow:Design Flow -L 4 o gpd Diameter 1 in
Septic Tank Capacity 1200 gal Number 5
Receiving Soil Type(1-6) Separation (2 ft
Receiving Soil Appl.Rate 0.6 gpd/ftr Orifices jis)y
Required Primary Area 416 ft Total Number of Orifices jW (A> pts,
Designed Primary Area 4 )Q ftt Diameter 3/16
Designed Reserve Area q J ftz Spacing 24 in
Trench/Bed Width 3 ft Manifold
Trench/Bed Length 135 ft Schedule/Class SCH40
Elevation Measurements Length �+ ft
Original Draud eld Area Slope rj % Diameter 1 1/2 in
New Slope,If Altered 13 1 A % Preferred manifold configuration used? 0 Yes 0 No
Depth of Excavation Up-slope 41 " in Transport Pipe
from Original Grade pown-slope (y in Schedule/Class SCH40
Designed Vertical Separetion �`� y`(1 4 in Length 70 ft
Gravelless Chambers Required Yes ❑No ❑Optional Diameter 1 1/2 in
Pump Required? ItYes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 6
Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 40 gal
Orifice 6.3 ft Chamber Capacity 1200 gal
Uppermost Orifice Il f igher O Lower than Pump Shutoff Pump controls:Please check required.
Capacity Q Total Pressure Head ,� Q,&t00 gpm Timer a 1apw Meter Ili Event Convict
Calculated Total Pressure Head (, 91� ft If Timer: Pump on 11 , 7 Pump off q1,
Comments
�6TKO lbForm 1^�p 6L ✓
DESIGN FORM—PAGE TWO Assessor's Parcel Number:
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
E6 Test hole locations EZ Drainfield orientation and layout Reference depth from original grade:
19 Soil logs E9 Trench/bed dimensions and 9 Septic tank
❑ Property lines critical distances within layout EZ Draintield cover
19 Existing and proposed wells D-BoxfValve box locations Reference depth from original grade
within 100 R of property Septic tank/pump chamber and restrictive strata:
la Measurements to cuts,banks,and locations ❑ Laterals,trench/bed,top and
surface water and critical areas E9 Observation port location bottom
13 Location and orientation of E f Clean-out location ❑ Curtain drain collector
curtain drain and all absorption 9( Manifold placement ❑ Sand augmentation
components 9 Orifice placement Other cross-section detail:
E9 Location and dimension of ff Lateral placement with distance Ed Observation ports/clean-outs
primary system and reserve area to edge of bed Other Information
FZ Buildings 9 Audible/visual alarm referenced Yes No
E9 Direction of slope indicator 9 Scale of drawing shown on scale !!� ❑Design staked out
EZ Waterlines bar ❑ ❑Recorded Notices attached
Ib Roads,easements,driveways, ❑ ❑ Waiver(s)attached
parking ❑ ❑ Pump curve attached
E9 North arrow and scale drawing ❑ ❑Evaluation of failure
shown on scale bar Non-residential justification
❑ ❑ Waste strength
❑ ❑Flow
DESIGN APPROVAL
The undersigned designer must be notify ait ne of installation ❑Yes No
Signs n f esigner 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 on-site regulations:
R-�(Cw) 113 h-`1
Environmental Health S eciahst Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved"by Mason County Public Health. 3 h I 7✓ 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 maybe scanned and available for public view on the Mason County Web site.
Updated Date: 12/7/2015
MASON COUNTY HEALTH DEPARTMENT
ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN
SITE#: PARCEL#: 320164i3-05033
DATE SUBMITTED:2/612024 LEGAULOT M SHORECREST
TERRACE 4TH ADDN
SUBMITTED BY: JIM HUNTER BILK 5 L W
APPLICANT: BKLMCTURNAL
ADDRESS: PO BOX 1766
WESTPORT,WA9B595
1.CALCULATIONS
NUMBER OF BEDROOMS= 2
RESIDENTIAL GIRD FLOW= 240
IF NON-RESIDENTIAL-GPD FLOW
WILL BE AS FOLLOWS:
GPD=
APPLICATION RATE= 0.6 GPDIFf2
REDUCTION=LEAVE BUNK IF NO REDX TNW TAKEN
DRAINFIELD SIZING
ABSO i ION AREA= 4Q5 FT2
TRENCH LENGTH OR BED CONFIG.= 1W FT
IL WATERPROOF SEPTIC TANK
COMPOSITION AND SEE= 12W GAL.CONCRETE
NEW OR EXISTING NEW
III.DRAINFIELD CROSS SECTION
DEPTHTODRAINROCKBOTTOM= GRAVELLESS CHAMBERS
ROCK DEPTH BELOW PIPE= GRAVELLESS CHAMBERS
SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE
MATERIALSEASONAL SATURATION=
FILL DEPTH=
TRENCH WIDTH= 3'-v
IV.PUMP REQUIREMENT
DOSINGVOLUMEINGALLONS= 40
NUMBER OF DOSES PER DAY= 6
V.PRESSURE CALCULATIONS
USING PIPE CLASS 40
ORIFICE W16
APPROVED ,...
S �
MAY 13 2024 �` ' 9 §
MASON COUNTY ENVIRONMENTAL HEALTH y 5wm t
D?' �4MES IL HUNTM
RET LICENSED DESIGNER "
EXPIRES: 03/22/=y
vote:
LATERAL N1=
SQUIRT HEIGHT(FT)= 2.00
(NOTE(2):ORIFICE DISCHARGE RATE=(11 n)X(ORIFICE DLOMETER)SC2 X
SO RCOT OFROTAL FRESSURE HEAD)
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 30.00
ORFICE SPACING= T 0'
DISTANCE FROM END CAP= 110.
NUMBER OF HOLES= 15
LATERAL DISCHARGE RATE= 8.793
LATERALf =
SQUIRT HEIGHT(FT)= 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 30.00
ORIFICE SPACING= 2'0'
DISTANCE FROM END CAP= 110.
NUMBER OF HOLES= 15
LATERAL DISCHARGE RATE= 8.793
LATERALN=
SQUIRT HEIGHT
2.00
ORIFICE DISCHARGE
RATE= 0.58818
LATERAL LENGTH IN FEET= 30.00
-
ORIFICE SPACING= T
DISTANCE FROM END CAP= 11W
NUMBER OF HOLES= 155
L DISCHAATERAL DISCHARGERATE= 8.793
LATERAL#4=
SQUIRT HEIGHT(FT)= 100
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 30.00
ORIFICE SPACING= 2'0'
DISTANCE FROM END CAP= 1'D'
NUMBER OF HOLES= 15
LATERAL DISCHARGE RATE= 8.793
LATERAL p5=
SQUIRT HEIGHT(FT)= 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 15.00
ORIFICESPACING- TI'
DISTANCE FROM END CAP= 0'6F
NUMBER OF HOLES= 8
LATERAL DISCHARGE RATE= 4.689
APPROVED
MAY 13 2024
MASON COUNTY ENVIRONMENTAL HEALTH
RET $102n
O _ JAMB IL HUHTFA
LI-ENSED bE51GlNER =•
EXPIRES: o3(22/ &
1
PME9
LENGTH DIAMETER FLOW FRICTION LOSS
SECTION (FT) (IN) (GPM) (FT)
AS 70.00 1.50 39.860 6.2206
BC 1.00 1.50 26.378 0.0414
CD 1.00 1.0 17.585 0.0196
DE 6.00 1.50 8.793 0.0271
EF 30.00 1A0 8.793 1.W66
TOTAL= 7.6173
TOTAL HEAD LOSS "
1)FRICTION LOSS THROUGH SYSTEM= 7.617
2)ELEVATION DIFFERENCE' = 6.300
3)RESIDUAL = 2.000
TOTAL= 15.917
APPR�vE�
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BUYERS ME3 SERIES
APPROVED
MAY 13 2024
MASON COUNTY ENVIRONMENTAL HEALTH
RET
CAPACITY LITERS PER MINUTE
0 50 100 150 200 250
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