HomeMy WebLinkAboutSWG2022-00435 - SWG Application / Design - 8/4/2022 415 N 6TH STREET,SHELTON,WA 98584
MASON COUNTY SHELTON:360-427-9670,EXT 400
ill r COMMUNITY SERVICES BELFAIR:360-275-4467,EXT 400
ELMA:360-482-5269,EXT 400
Building,Planning,Environmental Health,Community Health FAX:360-427-7787
On-Site Sewage System Permit: SWG2022-00435
APPLICANT DUBOIS ET AL ROBIN Phone:
Address: PO BOX 2297 SILVERDALE, WA 98383
OWNER DUBOIS ET AL ROBIN Phone:
Address: PO BOX 2297 SILVERDALE, WA 98383
SEPTIC DESIGNER Adam Hunter-Jim Hunter and Phone: 360-753-1226
Associates
Address: PO BOX 162 OLYMPIA, WA 98507
Site Address: 211 E DURAMEN TRAIL
Primary Parcel Number: 321231150020
Permit Description: New four bdrm-shallow pressure trench
Permit Submitted Date: 08/04/2022
Permit Issued Date: 08/19/2022
Issued By: Luke Cencula
Current Permit Fees Paid: $500.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 08/25/2025 (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 Drain field installation not to exceed designed upslope (6-8') and downslope depth (6-8')
specified on design form. Minimum 6"appropriate cover material required.
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.
7 Horizontal setbacks per WAC246-272A-0210 must be maintained, unless prior approval is
obtained
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: www.co.mason.wa.us/health/environmentallonsiteloss-inspection-request.php or call:
360-427-9670, extension 400.
OFFICIAL USE ONLY TI-ICCI3
Sat
MASON COUNTY PUBLIC HEALTH DATERECEVE SBAONSITE SEWAGE SYSTEM APPLICATION AMOUNT RECEIVED
41°.
415 N 6th Street,(Bldg 8) Shelton WA,98584 -- 0 0 M
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Shelton:360-427-9670 ext 400 Belfair:360-275-4467 ext 400 vc C` O o
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Z D
APPLICANT PHONE D
DAVID STEBOR 360-509-5312 m m
MAILING ADDRESS-STREET.CITY,STATE.ZIP CODE m
PO BOX 2297 SILVERDALE WA 98383 3
SITE ADDRESS-STREET,CITY,ZIP CODE W
211 E DURAMEN TRAIL SHELTON WA 98584 m
NAME OF DESIGNER PHONE
ADAM HUNTER 360-753-1226 Ic,,
NAME OF INSTALLER PHONE �-+
TBD
CHECK ALL APPLICABLE ITEMS DRINKING WATER SOURCE ('
C I)5
▪ NEW CONSTRUCTION ❑ f/)
RV HOLDING TANK ONLY � PRIVATE INDIVIDUAL WELL
❑ REPLACEMENT SYSTEM ❑ INSTALLATION PERMIT ONLY 0 PRIVATE TWO-PARTY WELL Z
❑ TABLE 9 REPAIR 0 SINGLE FAMILY ❑ COMMUNITY/PUBLIC WATER SYSTEM V
❑ TANK(S)ONLY 0 COMMERCIAL SYSTEM NAME: 1
❑ UPGRADE TO EXISTING ElOTHER: BEDROOMS LOT SIZE
❑ EXISTING FAILURE "Record Drawing required 4 8.48 W
for all Installations" r
DIRECTIONS TO SITE-BE SPECIFIC AND ADVISE OF ANY NEEDED INFORMATION FOR ACCESS(ex.locked gale) O n I
MASON LAKE RD PAST LAKE LIMERICK TO A LEFT AT DURAMEN TRAIL TO FIRST x Is
DRIVE ON THE LEFT. IC
t-o I0
I5U
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS IC
OFFICIAL USE ONLY BELOW THIS LINE -- - - - _
UPGRADE/FAILURE SOURCE(for reporting purposes)
❑VOLUNTARY ❑MAINTENANCE/PUMPING O BUILDING PERMIT El HOME SALE ['COMPLAINT ❑OTHER:
INSPECTOR SOIL LOGS COMMENTS I CONDITIONS
›,...e.... 5 to..)(0')c)t.1 - ao 3—1'
SOIL CODES:
V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS
INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED BY DATE
1 I s ) 'Y5 41'9In-
THIS FORM MAY BE SCANNE
D AND AVAILABLE FOR PUBL C VIEW ON THE MASON COUNTY WE REVISED 1Z/7/2015
DESIGN FORM—PAGE ONE Assessor's Parcel Number:3 _a3-- _IA -- 5 0 A2,.a
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"
PARCEL IDENTIFICATION
Permit Number: SWG ?Vl '7 ) 60 N35 Designer's Name: ADAM HUNTER
Applicant's Name: DAVID STEBOR Designer's Phone Number: 360-753-1226
Mailing Address: PO BOX 2297 PO BOX 162
Designer's Address:
SILVERDALE WA 98383 OLYMPIA WA 98507
City State Zip City State Zip
DESIGN PARAMETERS
Cc,‘..6,, Treatment Device tVED
❑Glendon Biofilt ❑S r 0 Mound ❑Sand Lined Drain iOe
❑Aerobic Unit Make/Model 0 Disinfection Unit M her:
O
Pressure G''Trenchfield Type 0 AUG
O �N�P-N0 Sub Surface Drip
❑Gravity �V1R
Septic Tank/Drainfield Specifications s ON u t.1c terals
Number of Bedrooms 4 Schedule/Class SCH40
Daily Flow:Operating Capacity 360 gpd Length 50 ft
Daily Flow:Design Flow 480 gpd Diameter 1.25 in
Septic Tank Capacity 1200 gal Number 4
Receiving Soil Type(1-6) 3 Separation 10 ft
Receiving Soil Appl.Rate 0.8 gpd/ft2 Orifices
1 Required Primary Area 600 ft2 Total Number of Orifices 68
Designed Primary Area 600 ft2 Diameter 3/16 in
Designed Reserve Area 600 ft2 Spacing 36 in
Trench/Bed Width 3 ft Manifold
Trench/Bed Length 200 ft Schedule/Class SCH40
Elevation Measurements Length 32 ft
Original Drainfield Area Slope 0 % Diameter 2 in
New Slope,If Altered Preferred manifold configuration used? O'Yes 0 No
Depth of Excavation Up-slope 6-8 in Transport Pipe
from Original Grade Down-slope 6-8 in chedule/Class SCH40
Designed Vertical Separation in Length 300 ft
Gravelless Chambers Required? 0 Yes orNo 0 Optional Diameter 2 in
Pump Required? Eyes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 6
Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 80 gal
Orifice 6.8 ft Chamber Capacity 1200 gal
Uppermost Orifice It Higher 0 Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head 39.860 gpm Vfimer ®`Elapse Meter 'Event Counter
Calculated Total Pressure Head 17.501 ft If Timer: Pump on 80 GAL ,pump off 4 HRS
Comments
NO NEW TEST HOLES, USING ORIGINAL SOIL LOGS AND SANITARIAN NOTES FROM 2017
DESIGN FORM—PAGE TWO Assessor's Parcel Number:3 1? 3-- IL -- i,s2 L- c)
Permit Number: SWG b-})--CC t5S
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
Test hole locations ' Drainfield orientation and layout Reference depth from original grade:
12( Soil logs 121 Trench/bed dimensions and Ed Septic tank
12i Property lines critical distances within layout Ed' Drainfield cover
a Existing and proposed wells E' D-Box/Valve box locations Reference depth from original grade
within 100 ft of property 0' Septic tank/pump chamber and restrictive strata:
12 Measurements to cuts,banks,and locations a Laterals, trench/bed,top and
surface water and critical areas 0' Observation port location bottom
12 Location and orientation of 0' Clean-out location 0 Curtain drain collector
curtain drain and all absorption f Manifold placement 0 Sand augmentation
components a Orifice placement Other cross-section detail:
0' Location and dimension of Observation ports/clean-outs
g Lateral placement with distance
primary system and reserve area to edge of bed
g Other Information
0' Buildings 11 Audible/visual alarm referenced Yes No
• Direction of slope indicator 0' Scale of drawing shown on scale 0 E Design staked out
0' Waterlines bar 0 0 Recorded Notices attached
II Roads,easements,driveways, 0 0 Waiver(s)attached
parking 0' 0 Pump curve attached
0' North arrow and scale drawing 0 0 Evaluation of failure
shown on scale bar Non-residential justification
❑ ❑ Waste strength
❑ ❑ Flow
DESIGN APPROVAL
The undersigned designer must be of ed b installer at time of installation 111t Yes 0 No
8/4/22
f Designer Date
The undersigned has reviewed this des on behalf of Mason County Public Health and determined it to be in
compliance with state and local on-site regulations:
bbbb
,447r)"
vironmental Health Specialist ate
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved"by Mason County Public Health.
✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: I 17�7'S
✓ site conditions have not been altered to adversely affect conditions of de ign 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
PAGE 1
MASON COUNTY HEALTH DEPARTMENT
ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN
SITE#: PARCEL#: 321231150020
DATE SUBMITTED: 08/04/22 LEGAULOT#: LLS 11-30
LOT 2
SUBMITTED BY: ADAM HUNTER
APPLICANT: DAVID STEBOR
ADDRESS PO BOX 2297
SILVERDALE,WA 98383
I.CALCULATIONS
NUMBER OF BEDROOMS= 4
RESIDENTIAL GPD FLOW= 480
IF NON-RESIDENTIAL-GPD FLOW
WILL BE AS FOLLOWS:
GPD=
APPLICATION RATE= 0.8 GPD/FT2
REDUCTION=LEAVE BLANK IF NOT USED
DRAINFIELD SIZING
ABSORPTION AREA= 600 FT2
TRENCH LENGTH OR BED CONFIG.= 4-50FT TRENCHES
II.WATERPROOF SEPTIC TANK
COMPOSITION AND SIZE= 1200 GAL.CONCRETE
INEW OR EXISTING= NEW
III.DRAINFIELD CROSS SECTION
DEPTH TO DRAINROCK BOTTOM= 0'-8"
ROCK DEPTH BELOW PIPE= 0'-6"
SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE
MATERIAL/SEASONAL SATURATION= >2'-0"
FILL DEPTH= 1'-0"
TRENCH WIDTH= 3'-0"
IV.PUMP REQUIREMENT
DOSING VOLUME IN GALLONS= 80
NUMBER OF DOSES PER DAY= 6
V.PRESSURE CALCULATIONS
USING = 40
•RIFICEPIPE DP = 3/16
..,4
.041
40 la
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PAGE 2
LATERAL#1=
SQUIRT HEIGHT(FT)= 2.00
(NOTE(1):ORIFICE DISCHARGE RATE=(11.79)X(ORIFICE DIAMETER)SQ2 X
SQ ROOT OF(TOTAL PRESSURE HEAD)
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 50.00
ORIFICE SPACING= 3'0"
DISTANCE FROM END CAP= 1'0"
NUMBER OF HOLES= 17
LATERAL DISCHARGE RATE= 9.965
LATERAL#2=
SQUIRT HEIGHT(FT)= 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 50.00
ORIFICE SPACING= 3'0"
DISTANCE FROM END CAP= 1'0"
NUMBER OF HOLES= 17
LATERAL DISCHARGE RATE= 9.965
LATERAL#3=
SQUIRT HEIGHT(FT)= 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 50.00
ORIFICE SPACING= 3'0"
DISTANCE FROM END CAP= 1'0"
NUMBER OF HOLES= 17
LATERAL DISCHARGE RATE= 9.965
LATERAL#4=
SQUIRT HEIGHT(FT)= 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 50.00
ORIFICE SPACING= 3'0"
DISTANCE FROM END CAP= 1'0"
NUMBER OF HOLES= 17
LATERAL DISCHARGE RATE= 9.965
LENGTH DIAMETER FLOW FRICTION LOSS
SECTION (FT) (IN) (GPM) (FT)
AB 300.00 2.00 39.860 7.908
BC 1.00 2.00 19.930 0.007
CD 30.00 2.00 9.965 0.061
DE 50.00 1.25 9.965 0.724
TOTAL= 8.701
""TOTAL HEAD LOSS '"
1)FRICTION LOSS THROUGH SYSTEM= 8.701
'� 2)ELEVATION DIFFERENCE = 6.800
•I - "4► ' 3)RESIDUAL = 2.000
7/25/22 TOTAL= 17.501
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APPROVED
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ADAM J.HUNTER WA
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