HomeMy WebLinkAboutBLD2026-00456 - BLD CD Environmental Health Review - 7/1/2026 JUN v 0 2026
By LEGEND
J ---PROPCRIYUNC CALIBER
$LPTIC DG3IGN
FoasIbIl Ity•Now Contraction-Rol
} PROPER)CORVER
1V110 M5IXMWATM#CY0PANT
CONTROL PANEL PWR1m A76UYLD POWCRI[fN=
EL 420.00' EXISTING 1200 GALLON TWO PROPOSED TRANSPORT LINE PwR2L
COMPARTMENT SEPTIC TANK AND uvwPowtRZ MOT iNua1
1000 GALLON PUMP TANK EXISTWG TRAVEL TRAILERITINY HOM
(INLET EL.+2.0) (PROPOSED CONSTRUCTION LIVING 2.6 �veyl l re _
QUARTERS)
EXISTING RV STUBOUT,SEE SD-1
FOR ADDITIONAL DETAILS EXISTING STORAGE SHED
�- Y TING TRANSPORT LINE PROPOSED 1000 GALLON TWO
COMPARTMENT LIFT STATION PLAN NOTES
SLEEVL9 l`DER DRIVEWAY (INLET EL.+0'-6') 1.THIS IS N0TA SURVEY.SITE FEATURES, 1 ?�
TOPOGRAPHY,ELEVATIONS,AND
L 420.00' \ \Bs 7CLEANOUT STUBOUT EL.0'-0" BENCHMARKS ARE BASED ON DATA SEP11C ESIGN LID RECOMMENDS PROVIDED BY THE OWNER CALIBER t: S
ALICENDSEDPR0FESSI0NALLAND THAT
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\ Y PROPOSED TWO BEDROOM RESIDENCE SURVEY0RALWAYSBEUSEDT0SET cyaa+ar.DLeuELL%
CORNERS,ESTABLISH LOT LINES.AND LICENSED FSIGNER
+ • VALIDATE ELEVATIONS.
EXISTING DRIVEWAY
APPROXIMATE POWER LINE >>
EXISTING 50'ATTENUATION ZONE ", / EL 435.00'
EXISTING RESERVE DRAINFIELD 1 ��-
AREA(900 SFj EXISTING STORAGE SHEDS valayS
EXISTING PRIMARY DRAINFIELD, '� J \ EXISTING PRIVATE No. cc�cRmt,oN o
THREE(3)50'-0"LATERALS Q 5-0"O.C TWO PARTY WELL
PERMIT#r SWG2019-00330 PA rRQXIMATE EXISTING
EXISTING GARDEN AREA Cl WATER LINE a
E H APPROVED I EXISTING GREENHOUSE Project
Rhonda Thompson 07/01/2026 EXISTING 10'X12'STORAGE SHED �. BOUDREAU SITE PLAN
's EL 425.00' 90 NE PINE CAMP ROAD
EH Setbacks BELFAIR,WA 98528
Tax 10 :223117600390
A.) Drainfield/Reserve requires 10' setback from footing/foundations
B.) Septic tank(s) requires 5'setback from all footing/foundations Dato: Juno 22,
C.) No foundation/Perimeter Drains within 30ft, downgradient of Sheet Name
( \SITE PLAN Drainfield/Reserve area Site Plan
D.) No Cut Bank(s) (greater than 5 and over 4b degrees)wltflln o
50ft, down gradient of Drainfield/Reserve area
E.) Use approved mitigation from section C1-9 of the department of SheetNumber
ecology's"Criteria For Sewage Works Design," when sewer transport lines are within 1 Oft of water supply lines. SD-q l
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