HomeMy WebLinkAboutSWG2024-00307 - SWG Application / Design - 7/17/2024 HELTON,WA
MASON COUNTY 415N6THELTON: , 0427-97 ,EXT404
SHELTON:360-2754467,EXT 400
BELFAIR:3fi0-275-4467,EXT 400
Public Health & Human Services ELMA:360A82-5268,EXT 400
FAX:360 427-7787
On-Site Sewage System Tank Only Permit: SWG2024-00307
APPLICANT CASEY PATRICK D&VIRGINIA C Phone:
Address: 320 E BIG SKOOKUM RD SHELTON,WA 98584
OWNER CASEY PATRICK D&VIRGINIA C Phone:
Address: 320 E BIG SKOOKUM RD SHELTON,WA 98584
SEPTIC DESIGNER ADAM HUNTER' Phone: 360-753-1226
Address: PO Box 162 OLYMPIA, WA 98507
SEPTIC INSTALLER BRANDON THOMPSON' Phone: 360-866-9200
Address: 2103 HARRISON AVE NW STE 2774 OLYMPIA,WA 98502
Site Address: 320 E BIG SKOOKUM RD
Primary Parcel Number: 220207590123
Permit Description: Replace failed sancifilter with Nuwater BNR600
Permit Submitted Date: 07/17/2024
Permit Issued Date: 0711712024
Issued By: Rhonda Thompson
Current Permit Fees Paid: $265.00 (iommnal fees may ne requireol upon iastallatbn of system).
Permit Expiration Date: 0712412025 (CasedoodaleofinspWIon)
Type of Work OSS Repair
Components being Replaced: Other
Surfacing Sewage? No Existing Failure? Yes
Shoreline? No Horizontal Setbacks Met? Yes
Number of Bedrooms: 3 Drinking Water Source: Private Two-Party Well
Additional Details: Nuwater BNR600
Permit Conditions:
1 Horizontal setbacks per WAC246-272A-0210 must be maintained, unless prior approval is
obtained
3 Mason County Asbuilt Form, Record Drawing, and Installation The must be submitted for
final installation approval.
2 Permit must be installed by a Mason County Certified Installer unless prior written
authorization from Mason County is obtained.
4 Proposed development subject to zoning requirements and approval by the planning
department staff per Mason County Title 17.
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/OR DESIGN
APPROVED.
FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES.
For Final Inspection visit: masencountywa.gov/health/environmental/onsiteloss-inspection- quest.php or call:
360-427-9670, extension 400.
OFFICIAL USE ONLY
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BAYSHORE CONSTRUCTION 3608669200 c
MAINGAODRE86-BTREET.CDY.6ATE.SF CODE
2103 HARRISON AVE STE 2774,OLYMPIA,WA 98502 A
SITEADDRESS-STREET.pIY LOLCOE Ipp-
320 E BIG SKOOKUM RD,SHELTON,WA 98584 {,T+
NAME OF DESIGNER PHONE
ADAM HUNTER HON, 1226
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BAYSHORE CONSTRUCTION 3608669200 < I�
TypECFypgK lvretlaNl DRNNNO WATER SOURCE 0
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O NEW CONSTRUCTION/UPGRADES MRJEFWRIREPIACWENT QPRIYATE INOMOUM WELL MPRIVATETWD-0ARTY WELL Z VV I/`.
COMFONFMISITO BE PEPIACELY NSTALIEO 0 PUBUCWATERSYSTEM I j
OSEPTICTANK 13PUMPTMK 13WMWINGTMK BEDROOMS LOTSRE I--i
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oT,�R OETABs(saenaeNn PPPYI T.WIGSISE18iCKCHECNI1ST n
[3SURFACINGSEWAGE MEMSTINGFAILURE OSHORELINE 1DOFT*PU8UCICOIMMUNRYWELLS x
SUBBINTAIS SOFT.PRIVATE WELLS.SURFACE WATERS,STREAMS,RIVERS
NPLOTPLAN(REOUIREO) NTMKCROSSSECTION(REDUIRED) 10IFT-DRINKING WATER SUPPLY LINES Imo.
M PUMPDETAILS(IFAPMJGABE) [3 WAIVER(S)DFAPPUCABLE) SFH VROPERTYI EASEMENT LINES,FOUNDATIONS,FOOTINGS 1LN
ROT PL CHECKLIST Q 1
PROPERTY LINES AND EASEMENTS MEXISTINGIPROPOSEDSTRUCTURES MEXISTINOIPROPOSEOOSSCOMPONENISANO LINES
MWELLSWITHIN100FT MWATERSUPPLYUNES MORIVEWAYS/PARKING M SURFACE WATERS,STREAMS,RIVERS,ETC...
MOIRECTIONOFSLOPEICONTOURS MPERIMETERICURTANDRAINS MNORTHARROW l3scnx BAR of
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AGATE RD TO A RIGHT ON BENSON LP TO A RIGHT ON BIG �1" T
TO SITE ON THE RIGHT.
r3UL7 2024
OFFICIAL USE ONLY BELOW THIS LINE
UP('AADEIFNWRESWRCE rywngxMq WRuesl
[]VOLUNTARY ONWNTENANCE,PUMPING OBUILDINGPERMIT OHOMESALE QCOMPLAINT [30THER
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IISTEDUI�ER OOH 1USTOF REGISTEREDSEV/AGETSNW.LWK6WST MEETLURREMNINIMMISIIERECUIREMEMS.EQUIPPEDWITH RISENE
AND IIOSTO&1RFACE,MD NLLUDE.W EF0.UENTFILTER RELORDM NGM'O WSTALLA REPORT REQUIRED FOR RKALAPPROVK.
INSPECTOR SIQNANRE OATS APPLIGTKN E%PNATKKIDATE AN`LIGTIQ1AFfROVFQl AA9UED 0Y DATE
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THIS FORM MAY BE SCAN NED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBBRE REWSED tLIrzoA
MASON COUNTY HEALTH DEPARTMENT
O SITE SEWAGE OISPO.SAL SYSTEM DESIGN
Sip PARCELN: 22DWW0123
DATE SUBMITTED: 07116124 LEGAL OTN:
SUBMITTED BY: ADAM HUNTER
APPLICANT: BAYSHORE CONSTRUCTION
ADDRESS:
L MCUUMMS
NUMBER OF BEDROOMS= 3
RESIDENTOL GPD FLOW• 360
IF NONAESIDENTML-GPD FLOW
WILL BE AS FOLLOWS:
GPD=
APPLICATKN RATE= 0.6 GPDIFT2
REDUCTION=LFAVEBIANK IF W REWC1 TPIEN
DRANFIELD SANG
ABSIX 101,1 AREA EXISTING FT2
TRENCH LENGTH OR BED CONFIG.= EXISTING
L WATERPROOF SEPTIC TANK
COMPOSITION AND 512E= 1200G CONCRETE
NEW OR EXISTING= EXISTING
M.DRAFNFEID CROSS SECTION
DEPTH TO DRANROCK BOTTOM• EXISTING
ROCK DEPTH BELOW PIPE= EXISTING
SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE
MATERWJSEASONAL SATUR MN= EXISTING
FLL DEPTH= EXISTING
TRENCH WIDTH= EASTNG
M.PUMP REQUIREMENT
DOSING VOLUME N GALLONS= 60
NUMBER OF DOSES PER DAY: 6
APPROVED
JUL 2 4 2024
MASON COUNTY ENVIRONMENTAL HEALTH
7/16/24 RET
ttIV••L•
26
V.PRESSURE CALCULATBONS
USING PIPE CLASS= 40
ORIFICE DAMETER= 318
uTERun=
SOURTHEIGHT(FT)= 1.00
(NOTE(y ORIFICEOISCNARGER M-(IIMX(ORIFICEONMEIFR)SQ2X
SO ROOT ORTOTAL PRESSURE HEAD)
CRIFCEOISCHARGERATE= D.FS
LATER. LENGTH N FEET= SB.
ORIME SPACING= So'
DISTANCE FROM END W- YP
NUMBER OF HOLES= 18
LATERAL DISCHARGE RATE= 16551
ATEm.=
SQUIRT HEIGHT(FT) 200
ORME DISCHARGE RATE= D.18
LATERAL LENGTH IN FEET- 55,00
OFFICE SPACING= SP
DISTANCE FROM ENO CAP= '10'
NUMBER OF HOLES- 18
LATERALOLSCHARGERATE= t...I
999 LEND. DIAMETER FLOW ERICIKYi LOSS
SECTION (FT (W) (GPM) (FT)
AS SOM S. $1.1W 0.7915
BC 1o.a0 +z5 10.1 01.1.
CD 55.w 125 10551 D8SSF
TOTAL- 1p181
T.F.LOSS
1)FRICTION LOSS THROUGH SYSTEM LITB
])ELEVATION DIFFERENCE 5.500
3)REBOUAL 2.OSo
TOTAL= TV8
7/16/24
} APPROVED
JUL 24 2024
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