HomeMy WebLinkAboutBLD2026-00403 - BLD CD Environmental Health Review - 6/4/2026 EH Setbacks
' __— A.) Drainfield/Reserve requires 10'setback from footing/foundations
B.)Septic tank(s) requires 5'setback from all footing/foundations
C.)No foundation/Perimeter Drains within 30ft,downgradient of +Do`
Drainfield/Reserve area
' I I I 5 I I D.) No Cut Bank(s)(greater than 5ft and over 45 degrees)within
t— — i 50ft, down gradient of Drainfield/Reserve area
6� , C ( I I o E.)Use approved mitigation from section C1-9 of the department of, J' j`� — i ecology's"Criteria For Sewage Works Design,"when sewer
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J I _J I I transport lines are within 10ft of water supply lines.
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2 M GROUND EL Q D(ISTING WELL'-=-�
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\ , zso 3 Ito, j EH APPROVED
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/ i ? Rhonda Thompson 06/04/2026
/ � 1 PROPOSED VALVE BOX(IE.-99.3)
SCALE-1"=100'-0" `` a I^ » 6
SEEDth'AIL. ' \ \ \ .\ \ I \\ I. ' ' U"
ORIGINAL LOT 1 5a` 1 , l ` J
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\� ROFR 99 9 97 96' 20'�100FT CREEK
SCALE-1°=30'-0"
13
\\\ CREEK If
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NOTES:
RESTRICTIVE LAYER BELOW 38-PRIMARY 119'-RESERVE THIS IS NOT A SURVEY:
FIVE TIMES RULE MET SITE FEATURES,TOPOGRAPHY,ELEVATIONS AND BENCHMARKS ARE BASED ON ASSUMED DATUM
-NO WELLS WITHIN 100'OF DRAINFIELD PROVIDED BY THE OWENER AND COUNTY PLANNING RECORDS AND ARE INTENDED ONLY FOR THE
ELAPSE TIME METER AND EVENT COUNTER REQUIRED REVIEW AND CONSTRUCTION OF THE PROPOSED SEPTIC SYSTEM DESIGN.JIM HUNTER&ASSOCIATES
-RISERS TO SURFACE REQUIRED OVER ALL TANK LIDS RECOMMENDS THAT A LICENSED PROFESSIONAL LAND SURVEYOR ALWAYS BE USED TO SET CORNER,
O PROPOSED 4 BEDROOM RESIDENCE ESTABLISH LOT LINES,DETERMINE ELEVATIONS ANDTOPOGRAPHY AND I OR PROVIDEA LEGAL SITE PLAN.
NAVOSB IS UNKNOWN
SOIL LOGS O PROPOSED DRIVE
A FEE MAY BE CHARGED AFTER INSTALLATION FOR FINAL INSPECTION&RECORD DRAWING
1) SANDY LOAM 0-40' Individual well JIM HUNTER AND ASSOCIATES
2) SANDY
HEAD WEST ON SHELTON MATLOCK TO A LEFT ON HIGHLAND
MOTTLED DY LOAM T A LOAM 40-+ O4 PROPOSED STUBOUT/CLEANOIJT(IE-9613) COND TH
NUE FOR 1.6 MILES TO SITE ON THE- - P.O.BOX 162,OLY WA 98507 753-1226 R MBISTCCII SFOIW.I C M
0-38'
MOTTLED SILT LOAM 387+ 5O PROPOSED 120DGAL SEPTIC TANK(IN_EL-95.0/OUT.EL-94.7) DESIGNER-ADAM HUNTER
S3'HC SYSTEM DESIGN FOR-
3 SANDYLOAM 0-30' 6O PROPOSED 1200GAL PUMP CHAMBER(PUMP EL-91.0)
POCKETS OF DAHL PROPERTIES
OF GRAVEL 30-44'
4) SANDY LOAM 0-23' 7 70'-2"PVC TIGHTLINE(SCH40) 0 STEADBR-
MOTTLE)SILT LOAM 23"+ Og PROPOSED DRAINFIELD XK HIGHLAND RD
5) SANDY LOAM 0-19 Q LEGAL- A P TN OF 520241350010 1 OF2
MOTTLED SILT LOAM 19 PROPOSED OSCAR X02 RESERVE AREA TP8 SIlt F
A PIN OF 520241350010
N = �Z02- - 13. 9Do10 (LOT j. of SP)-2o c- OoOn`t-
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