HomeMy WebLinkAboutTED4003451.20POR OF THE NE 1/4 OF THE SE 1/4 & THE SE 1/4 OF THE NE 1/4, ALL IN SEC. 10, TWP. 23 N., RGE. 5 E., W.M.
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INTERCEPTOR TRENCH
SEE FIGURE 2
60 MIL PVC TEXTURED LINER NEW SLOPE FILL
WITH 12" SOIL COVER KEYWAY AND
BENCHES-TYP
PROPOSED r•7NISH ch'i_`i71NG GROUND
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SEE GEOTECHNICAL REPORT
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N Q N V t00 WEm O N N N
HORIZONTAL DISTANCE (FEET)
VERTICAL EXAGGERATION =1x
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LEGEND:
Qvr VASHON RECESSIONAL OUTWASH - SILT
Qvt VASHON LODGMENT TILL - LOW PERMEABILITY
Qva VASHON ADVANCE OUTWASH-SAND
ASSUMED BEARING SOIL - ELEVATION BASED ON EXPLORATION BORINGS
S[ APPROXIMATE GROUNDWATER DEPTH AT TIME OF DRILLING
GEOLOGIC CONTACT
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Associated Earth Sciences, Inc. GEOLOGIC CROSS-SECTION B - B FIGURE 1
ROSEMONT-EAST RENTON PROPERTY DATE 7108
KING COUNTY, WASHINGTON PROJECT NO. KE040766B
LO�C.4170N OF EXISTING U77LI77ES SHOWN IS APPROXIMATE
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RICHARD A. TOMIONS, PE
PROJECT MANAGER
MARK S HARRISON. PLS
PROJECT SURVEYOR
RICHARD A. TOIM/KIN$ PE
PROJECT ENGINEER
oEFFREY L COX ASYA
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FIRST SUBMITTAL DATE: 8120107
SCALE: HOR1Z.: I -20' vw.:1 -5'
q!5kkq--
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UNLESS SIGNED AND DATED
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