HomeMy WebLinkAboutSWG2024-00079 - SWG Application / Design - 3/1/2024 ® MASON COUNTY •15N 6 SHELTON:30427-97 .EXT 400
SHELTON:360i27 - 70.EXT 400
BELFAIR:360-275-4467.EXT 400
Public Health & Human Services ELMA:360382-5269,EXT 400
FAX 360427-7767
On-Site Sewage System Permit: SWG2024-00079
APPLICANT ALLAN KIRK' Phone: 360426-0574
Address: 30 E WILCHAR BLVD SHELTON,WA 98584
OWNER PYLE JAMES MATTHEW Phone:
Address: 3441 E RASOR RD W BELFAIR,WA 98526
SEPTIC DESIGNER Adam Hunter-Jim Hunter and Phone: 360-753-1226
Associates
Address: PO Box 162 OLYMPIA, WA 98507
SEPTIC INSTALLER ALLAN KIRK' Phone: 360426-0574
Address: 30 E WILCHAR BLVD SHELTON, WA 98584
Site Address: UNKNOWN
Primary Parcel Number: 220247590043
Permit Description: New 4bd pressure trench
Permit Submitted Date: 03/01/2024
Permit Issued Date: 03111/2024
Issued By: Rhonda Thompson
Current Permit Fees Paid: $540.00 (admrnnafees mayta resarw won mnaratioa or system).
Permit Expiration Date: 03107/2027 (naaaa on dateof In p ion)
Permit Conditions:
i 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/environmentallonsiteloss-inspection-request.php or call:
360427.9670,extension 400.
OFFICIAL USE ONLY
MASON COUNTY PUBLIC HEALTH °"R"` "° 3 102 A
ONSITE SEWAGE SYSTEM APPLICATION
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ALAN KIRK 17
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3441 E RASOR RD W SHELTON ;
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140 E ELIN LN
NAMe DF PEGI H 3607531226
ADAM HUNTER
NPMEWMSTMlER PHONE
MASON COUNTY EXCAVATING 3604903144
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PRNATE IN. WELL N
Of NEW CONSTRUCTION O RV HOLDING TANK ONLY O PRNATE TWPPARTV WELL
0 REPUICEMENTSYSTEM O INSTALLATKKJ PERMIT ONLY �
Q TABLE B REPAIR 1] SINGLE FAMILY E3 COMMUNRY'PUBLIC WATER SYSTEM
13 TANK(S)ONLY [] COMMERCIAL SYSTEM HOME:
17 UPGRADE TO EXISTING O OTHER'. BEDROOMS Loi9ME 1 26
EXISTING FAILURERMeItl MRAa�uxPC 4
pIRECfIp6TO SRE-BE SPEGFlL.WOAOVISE OF ANY NEEDEOINFORMATIOII" CCESB(Mbc V4 )
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INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICAIONAMNIOVEOBY GATE �``
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DESIGN FORM-PAGE ONE Assessor's Parcel Number: a_aDa. - �� - �_60-
A design will be reviewed when 3 copies of each of the following are submitted:
" Cotryaleted design form that has been signed and dated. • Scaled layout sketch,including all applicable items on checklist
a Scaled plot plan,including all applicable items on checklist " Cross-section sketch,including all applicable items on checklist.
This form may he scanned and available for pudic view on the Mason County web site.Ala waor, is er'sue 1/'X 17"
PARCEL:IDENTIFICATION
Permit Number: SWG r]/oz-%A- Oo0"I Designer's Name: ADAM HUNTER
Applicant's Name: ALAN KIRK Designer's Phone Number: 360-753-1226
Mailing Address: 3441 E RASOR RD W Designer's Address: PO BOX 162
SHELTON WA 985M OLYMPIA WA 98507
city State Zip City Stale__ _Zp
_ DESIGN PARAMETERS -
Treatment Device
❑Glendon familiar, ❑Sand Filter ❑Mound ❑Sand Lined Drainfeld ❑Recirculating Filter,Type:
❑Aerobic Unit Make/Model ❑ Disinfection Lou Make/Model Other:
Drainfield Type
❑Gravity dPrrssure nTleach ❑Bed ❑Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 4 Schedule/Class 40
Daily Flow: Operating Capacity 360 gpd Length 67 ft
Daily Flaw:Design Flow 480 gpd Diameter 125 in
Septic Tank Capacity 1200 gal Number 4
Receiving Soil Type(1-6) 4 Separation 6 ft
Receiving Soil Appl.Rate 0.6 gpd/ft' Orifices
Required Primary Area 800 ft' Total Number ofOrifices 68
Designed Primary Area 804 ftr Diameter 3/16 in
Designed Reserve Area 1200 ff Spacing 48 in
TrenCNBed Width 3 ft Manifold
Tmnch/Bed Length 268 it Schedule/Class 40
Elevation Measurements Length 18 f
Original Drainfield Area Slope 8 / Diameter 2 in
New Slope,If Altered 8 aj Preferred manifold configuration used? EiYes 0 No
Depth of Excavation Upclupr 18 in Transport Pipe
from Original Grade naNysiroc 14 in Schedule/Class 40
Designed Vertical Separation 24 in Length 90 ft
Gravelless Chambers Required? ❑Yes O No U'Optional Diameter 2 in
Pump Required? L(Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number ofdows/day 6
Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 80 gal
Orifice R Chamber Capacity 1200 gal
Uppermost Orifice R(I igher 0 Lower than Pump Shutoff Pump controls:Please check those required.
39.860 CrEvent Counter
Capacity(a)Total Pressure Head gpm_ �� � er � hT�lapse Meter
Calculated Total Pressure Head __ t'38' ft A r e0 GAL ,pump off 4 HRS
Coame;tc MAR 1 1 2024
rin ed from �� i�r�M TA �
DESIGN FORM—PAGE TWO Assessor's Parcel Number:a a aaq� C)0 43
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cros"ection Sketch
19 Test hole locations iZ Drainfield orientation and layout Reference depth from original grade:
11 Soil logs 1f Trench/bed dimensions and 19 Septic tank
19 Property lines critical distances within layout 17 Drainfield cover
V Existing and proposed wells 9 D-BoxfValve box locations Reference depth from original grade
within 100 R of property fZ Septic tank/pump chamber and restrictive strata:
Ld Measurements to cuts,banks,and locations ❑ Laterals,trench/bed,top and
surface water and critical areas 1Z Observation port location bottom
13 Location and orientation of Ed Cteanout location ❑ Curtin drain collector
curtain drain and all absorption d Manifold placement ❑ Sand augmentation
components iZ Orifice placement Other cross-section detail:
19 Location and dimension of Ef Lateral placement with distance 19 Observation ports/clean-outs
primary system and reserve area to edge of bed Other Information
19 Buildings 91 Audible/visual alarm referenced Yes No
19 Direction of slope indicator 9 Scale of drawing shown on scale Ed ❑ Design staked out
W Waterlines bar ❑ ❑Recorded Notices attached
59 Roads,easements,driveways, ❑ ❑Waiver(s)attached
Irking ❑ ❑ Pump curve attached
91 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 notified by installer at time of installation ❑Yes I",
Signature of 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 on-site regulations:
�-re yjo 3�1 i Iz✓ti
Environmental Health Specialist Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved"by Mason County Public Health.ate is: 3/7��
✓ The Onsite Sewage Permit has not expired,the Permit Expiration D
✓ 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 scannla Qfrrel - 7SUT T"Mason County Wet
FyJ� � i �J � �pdared Ih �).
MYERS ME3
Capacity liters per minute
0 s0 100 S50 20D 250
40 I 72
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r
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w E
c E
m 20 6
y 9
F BHA 4 0
r
-
2
0 0
0 ]D 20 30 40 SD 00 70
Capacity gallons per minute
2128/24 APPROVED
T MAR 1 1 20
;> 6;ASON COUNTY ENVIRONMENTAL HEALTC
RET
P from Mason County DMS
PAGE
MASON COUNTY HEALTH DEPARTMENT
ONSITE SEWAGE DISPOSAL SYSTEM DESIGN
SITE k: PARCELX, 220247S0043
DATE SUBMTTED. DV26R4 LEGALA.OTM: SP42815-LOT 3
SUBMITTED BY: ADAM HUNTER
APPLICANT. ALAN KIRK
ADDRESS:
I.CALCULATIONS
NUMBER OF BEDROOMS 4
RESIDENTIAL GPO FLOW= aD
IF NON-RESIDENTIAL-GPD FLOW
WILL BE AS FOLLOWS:
GPD=
APPLICATION RATE• 0.6 GPDIFT2
REDUCTION LEAVEELAVKa W Tu M
GRAINFIELD SIZING
ABSORPTION AREA• IN FT2
TRENCH LENGTH OR BED CONFIG.= 4-67FT TRENCHES
It.WATERPROOF SEPTIC TANK
COMPOSITION AND SIZE= 12M GAL.CONCRETE
NEW OR EXISTING= NEW
ID.GRAINFIELD CROSS SECTION
DEPTH TO DRAINROCK BOTTOM=
ROCK DEPTH BELOW PIPE- D-fi-
SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE
MATERIAL/SEASONAL SATURATION= >2'-P
FILL DEPTH= T-0-
TRENCH WIDTH= 3'-P
IV.PUMP REQUIREMENT
DOSING VOLUME IN GALLONS= BO
NUMBER OF DOSES PER DAY- 6
V.PRESSURE CALCULATIONS
USING PIPE CLASS 40
ORIFICE PNIPETEl1- .16
2/28/24 APPROVED
3 : MAR 1 1 2024
• ` MASON COUNTY ENVIRONMENTAL NEALTtf
P r� from ry ason County DIMS
PAGED
LATERA pi =
SQUIRT HEIGHT(FT)= 2.00
(NOTE(1):ORYiCE DI6CiWME FAFE=MAR X(04 EW TER)SO2X
SOROOIOF(TOTALPRES REHFAO)
ORIFICE DISCHARGE RATE• 0,58618
LATEi4LL LENGTH IN FEET• 67.00
ORIFICE SPACING• C 0'
DISTANCE FROM END CAP= 1'6'
NUMBER OF HUM= 17
LATERAL DISCHARGE RATE• 9.965
LATERAL 92-
SQUIRT HEIGHT(FT)= 2.00
ORIFICE DISCHARGE RATE= O5%/B
LATERAL LENGTH IN FEET= 67.00
ORIFICE SPACING- <'0'
DISTANCE FROM END CAP• 1'6'
NUMBEROF HOLES- 17
LATERAL DISCHARGE RATE• 9.%5
LATERAL 93-
SW6tT HEIGHT(FT)= 2.00
ORIFICE DISCHARGE RATE= 0.56618
LATERAL LENGTH IN FEET= 67.00
ORIFICE SPACING= A'0'
DISTANCE FROM ENO CAP• I.V
NUMBER OF HUM• 17
LATERAL DISCHARGE RATE= 9.965
LATERAL IN-
SOUIRT HEIGHT(FT)• 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 67.00
ORIFICE SPACING• <'W
DISTANCE FROM END CAP• 1'6'
NUMBER OF HOLES• 17
LATERAL DISCHARGE RATE• 9.965
LENGTH DIAMETER FLOW FRICTION LOSS
SECTION (FT) (1N) (GPM) (FT)
AS 90.00 2.00 39.850 2.372
BC 1.00 2.00 19.930 0.007
CD 18.00 2.00 9.965 0.037
DE 67.00 1.25 9.965 0.071
TOTAL= 3.W7
•'TOTAL HEAD LOSS "
1)FRICTION LOSS THROUGH SYSTEM= 3.387
2)ELEVATION DIFFERENCE = 4.600
3)RESIDUAL - 2.OW
TOTAL= 10.187
2/28/24
APPROVED
MAR 1 120
MA C NPENVIRONMENTALH
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