HomeMy WebLinkAboutSWG2023-00332 - SWG Application / Design - 8/8/2023 415 N 6TH STREET, SHELTON,WA 98584
MASON COUNTY
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: SWG2023-00332
APPLICANT CHAMBERLAIN CHRISTOPHER & Phone:
SHELLY
Address: 2301 CAPITOL WAY S #3 OLYMPIA, WA 98501
OWNER CHAMBERLAIN CHRISTOPHER & Phone:
SHELLY
Address: 2301 CAPITOL WAY S#3 OLYMPIA, WA 98501
SEPTIC DESIGNER Jim Hunter and Associates Phone: 360-753-1226
Address: PO BOX 162 OLYMPIA, WA 98507
Site Address: 307 E Capital Prairie Rd
Primary Parcel Number: 320084390021
Permit Description: 4-bedroom pressure system
Permit Submitted Date: 08/08/2023
Permit Issued Date: 09/12/2023
Issued By: David Anderson
Current Permit Fees Paid: $525.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 08/29/2026 (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 Drain field 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/onsite/oss-inspection-request.php or call:
360-427-9670, extension 400.
co__\,\ b Es ._\/\Q:Cs --t0 tAA,0-424 0 n - I I- e.
OFFICIAL USE ONLY
MASON COUNTY PUBLIC HEALTH DATE RECEIVED: € e
ONSITE SEWAGE SYSTEM APPLICATION Ah, EI REC ED \ C Cl)..,.
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415 N 6th Street,(Bldg E) Shelton WA,9E': ' , W n,
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Shelton:360-427-9670 ext 400 Belfair:360-275-•,.7 ext 400 4 S` G 2o �2> - 00 55- 2
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A?PLICANT U 920�� PH. E
CHRIS CHAMBERLAIN REcE .60-451-3860 m m
MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE r-
2301 CAPITOL WAY S #3 'ILYMPIA WA 98501 c
SITE ADDRESS-STREET,CITY,ZIP CODE W
307 E CAPITOL PRAIRIE RD SHELTON WA 98584 m
•
NAME OF DESIGNER PHONE II,,
JIM HUNTER 360-753-1226 �`
NAME OF INSTALLER PHONE I t /
CHECK ALL APPLICABLE ITEMS DRINKING WATER SOURCE v I D
El ` I
sr NEW CONSTRUCTION 0 RV HOLDING TANK ONLY PRIVATE INDIVIDUAL WELL � (>I
❑ REPLACEMENT SYSTEM El INSTALLATION PERMIT ONLY El PRIVATE TWO-PARTY WELL Q �/
❑ TABLE 9 REPAIR iftSINGLE FAMILY 0 COMMUNITY/PUBLIC WATER SYSTEM Z IT
❑ TANK(S)ONLY 0 COMMERCIAL SYSTEM NAME:El UPGRADE
I
UPGRADE TO EXISTING OTHER: BEDROOMS LOT SIZE I.
❑ EXISTING FAILURE R forral Inst d alla 1 ions" 4
W V I( �}
r _
DIRECTIONS TO SITE-BE SPECIFIC AND ADVISE OF ANY NEEDED INFORMATION FOR ACCESS(ex.locked gate) C
X I,,c)
to
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—I
I9
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS r-
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE/FAILURE SOURCE(for reporting purposes)
❑VOLUNTARY 0 MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑HOME SALE ['COMPLAINT El OTHER:
INSPECTOR SOIL LOGS COMMENTS/CONDITIONS
G,�l„ UCH 604 i-udPl He's' co Sl"
2: 0 3 \T.'
U�LS I'r1t qt 6
1+3: 0 `� vie) f6-1 Q4 3 ' 0i
uu
SOIL CODES:
V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS
yINS; �R SIGNATURE DATE APPLICATION EXPIRATION DATE APPLI N APPROVED BY DATE
if V‘7y//a73 $/274o76 7/7/z/1025
THIS FORM MA' BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/7/2015
I
DESIGN FORM—PAGE ONE Assessor's Parcel Number:3 c • C)O s -- t"I 3 -- . 0(... 1
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. 0 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 Designer's Name: JIM HUNTER
Applicant's Name: CHRIS CHAMBERLAIN Designer's Phone Number: 360-753-1226
Mailing Address: 2301 CAPITOL WAY S#3 Designer's Address: PO BOX 162 —
OLYMPIA WA 98501 OLYMPIA WA 98507
City State Zip City State Zip
.:;,:a...,..r . ESIGN.PARAMETERS. h . .�:..:x.. .. ...... •;,ki _ : C ,.3.-
Treatment Device
❑Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter,Type:
❑Aerobic Unit Make/Model 0 Disinfection Unit Make/Model Other:
Drainfield Type
❑Gravity Er Pressure 0 Trench 0 Bed 0 Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 4 V Schedule/Class 40
Daily Flow:Operating Capacity 3eQ o gpd / Length 34 ft ''
Daily Flow: Design Flow 460 gpd Diameter 1 in
Septic Tank Capacity 1250 gal' , Number 8 ",
Receiving Soil Type(1-6) 4. I/� ,,-Separation CO ft/
Receiving Soil Appl. Rate 0.6 gpd/9 " Orifices
Required Primary Area Qj 0O ft2,✓// Total Number of Orifices 136
Designed Primary Area $0 \ ft2/ Diameter 3/16 in
Designed Reserve Area Bo 6 ft2 Spacing 192 in
Trench/Bed Width 3 ft- Manifold
Trench/Bed Length 34 117 Schedule/Class 40
Elevation Measurements Length i.8 ft
Original Drainfield Area Slope 0 % - Diameter 1 in
New Slope,If Altered 14 (A % Preferred manifold configuration used? 0 Yes 0 No
Depth of Excavation Up-slope t'Iv, in 7 Transport Pipe
from Original Grade Down_slope 4 " in, Schedule/Class 40
i Designed Vertical Separation 24 in Length 145 ft
Gravelless Chambers Required? ',Yes 0 No 0 Optional Diameter 2 in
Pump Required? It Yes 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 6.6 ft Chamber Capacity 1250 gal/
Uppermost Orifice VHigher 0 Lower than Pump Shutoff Pump controls: Please check those required. 11
Capacity @ Total Pressure Head 79.721 m imer O'l;l 13 apse Meter Event Counter
Calculated Total Pressure Head 24.30A P 1\O i :Dimp on ct fir.O ,Pump off Q 1./3
Comments
SEP 1 2 2023
MASON COUNTY EKIVIRO"EtiTAI FIFAI Tu
DJA
DESIGN FORM—PAGE TWO Assessor's Parcel Number: 3 oZ C' OS' -- LI 3 -- 1 °c a1
Permit Number: SWG
DESIGN CHECKLISTS
i Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
Q4. Test hole locations rainfreld orientation and layout Reference depth from original grade:
Soil logs of Trench/bed dimensions and S optic tank
(I Property lines critical distances within layout pDrainfield cover
Existin and proposed wells �D-Box/Valve box locations
g Reference depth from original grade
within 100 ft of property ZrSeptic tank/pump chamber and restrictive strata:
4 Measurements to cuts,banks,and locations 17 Laterals,trench/bed,top and
surface water and critical areas El' bservation port location bottom
Location and orientation of lean-out location ❑ Curtain drain collector
curtain drain and all absorption anifold placement 0 Sand augmentation
(i< components Orifice placement Other c oss-section detail:
Location and dimension of 0 Lateral placement with distance observation ports/clean-outs
primary system and reserve area o edge of bed
iiiBuildingsg/ Other Information
Audible/visual alarm referenced Yes No
0 Direction of slope indicator Scale of drawingshown on scale
Waterlines �❑Design staked out
bar 0 0 Recorded Notices attached
lik Roads,easements,driveways, ❑�7 Waiver(s)attached
11 parking A 0 Pump curve attached
iNorth arrow and scale drawing 0 0 Evaluation of failure
shown on scale bar Non-residential justification
❑ 0 Waste strength
❑ ❑Flow
DESIGN APPROVAL•:
The undersigned designer must be notifie ' a4,ee lime of installation 0 Yes 14 No
4
Signatu of Designer Date
The undersigned has reviewed this design on behalf of Mason County Public Health and dete"rmlt? 3 yI�
compliance with state and local on-s' lations: R V V
7/1Z/201 SEP 12?023
rronmental Health Specialist DateM'ISON fs
OOuN
ryENVIRON/SENT
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITI f;� At RE.4 tTy
✓ The design is stamped"Approved"by Mason County Public Health.
V The Onsite Sewage Permit has not expired, the Permit Expiration Date is: 0 76
/ Drainfield site conditions have not been altered to adversely affect conditions of design a proval.
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#: 32008-43-90021
DATE SUBMITTED: 10/20/2022 LEGAULOT#: SP2499
TRACT 1
SUBMITTED BY: JIM HUNTER
APPLICANT: CHRIS CHAMBERLAIN
ADDRESS: 2301 CAPITOL WAY S#3
OLYMPIA,WA 98501
I.CALCULATIONS
NUMBER OF BEDROOMS= 4
RESIDENTIAL GPD FLOW= 480 Pp
IF NON-RESIDENTIAL-GPD FLOW R" ,
WILL BE AS FOLLOWS:
GPD=
APPLICATION RATE= 0.6 GPD/FT2 SEP 1 2 2023
REDUCTION=LEAVE BLANK IF NO REDUCTION TAKEN MASON COUNT,ENV!
DRAINFIELD SIZING D JA NretENTAL HEALTH
ABSORPTION AREA= 826 FT2
TRENCH LENGTH OR BED CONFIG. = 272'-0"
II.WATERPROOF SEPTIC TANKS
COMPOSITION AND SIZE= 1250 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
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
gPf4
ihr so,
(a j G 2.3
g �j
osl ' f;"?
3
s'544
i S DAMES R.F$MTER 1I
LICENSED()ESIGNER
D(P? ES: 03/22/1
PAGE 2
V.PRESSURE CALCULATIONS
USING PIPE CLASS= 40
ORIFICE DIAMETER= 3/16
LATERAL#1 =
SQUIRT HEIGHT(Fr)= 2.00
(NOTE(2) ORIFICE DISCHARGE RATE=(11 79)X(ORIFICE DIAMETER)S02 X
SO ROOT OF(TOTAL PRESSURE HEAD)
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 34.00
ORIFICE SPACING= 2'0"
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= 34.00
ORIFICE SPACING= 2'0^ P�® ,ii'/
DISTANCE FROM END CAP= 1.0" r /En
NUMBER OF HOLES= 17
LATERAL DISCHARGE RATE= 9.965
LATERAL#3= SEP ? 20?3
SQUIRT HEIGHT(FT)= 2.00 MASON%,O/37.1, Vl ORIFICE DISCHARGE RATE= 0.58618 "ENRONp,M ENTAL LATERAL LENGTH IN FEET= 34.00 DJA HEALTH
ORIFICE SPACING= 2'0^
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= 34.00
ORIFICE SPACING= 2'0"
DISTANCE FROM END CAP= 1'0"
NUMBER OF HOLES= 17
LATERAL DISCHARGE RATE= 9.965
Ask. ‘ok Cal Z3
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OPH►ES. 03/2�2 L ��•4
PAGE 3
LATERAL#5=
SQUIRT HEIGHT(Fr)= 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 34.00
ORIFICE SPACING= 2'0"
DISTANCE FROM END CAP= 1'0"
NUMBER OF HOLES= 17
LATERAL DISCHARGE RATE= 9.965
LATERAL#6=
SQUIRT HEIGHT(FT)= 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 34.00
ORIFICE SPACING= 2'0"
DISTANCE FROM END CAP= 1'0"
NUMBER OF HOLES= 17
LATERAL DISCHARGE RATE= 9.965
LATERAL#7=
SQUIRT HEIGHT(FT)= 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 34.00
ORIFICE SPACING= 2'0"
DISTANCE FROM END CAP= 1'0"
NUMBER OF HOLES= 17
LATERAL DISCHARGE RATE= 9.965 /��•O^ ^�
LATERAL#8= I 0 V
SQUIRT HEIGHT(FT)= 2.00 ��
ORIFICE DISCHARGE RATE= 0.58618 SEP 2 2023
LATERAL LENGTH 0
ORIFICE SPACING= FEET= 32.00" A''')NCOUNrypAi
f
DISTANCE FROM END CAP= 1'0" DJq N MEN rAL HEALTH
NUMBER OF HOLES= 17
LATERAL DISCHARGE RATE= 9.965
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PAGE 4
LENGTH DIAMETER FLOW FRICTION LOSS
SECTION (Fr) (IN) (GPM) (FT)
AB 145.00 2.00 79.721 13.7791
BC 1.00 2.00 39.860 0.0264
CD 1.00 2.00 29.895 0.0155
DE 1.00 2.00 19.930 0.0073
EF 5.00 2.00 9.965 0.0101
FG 34.00 1.00 9.965 1.8695
TOTAL= 15.708
"TOTAL HEAD LOSS "
1)FRICTION LOSS THROUGH SYSTEM= 15.708
2)ELEVATION DIFFERENCE = 6.600
3)RESIDUAL = 2.000
TOTAL= 24.308
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