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4580 — — 4580 <br /> CREST OF <br /> 4560 — EMBANKMENT110 — 4560 <br /> Am EXISTING <br /> 4540 — GROUND — 4540 <br /> L 4538.3----_______ <br /> Uj U-) <br /> U- —-—----- L 4533.9— <br /> I EL 4532.2 z JELL 4530.4 EL 4531.6 4520 4520 z <br /> 2 2 <br /> TOP OF <br /> < BEDROCK < <br /> > <br /> '6' <br /> 22 uj Uj 4500 4500 <br /> B.O.B. <br /> 4480 EAPPRO�X B.0.6. 480 <br /> B.O.B. B.O.B. <br /> EL 4486.3 EL 4485.2 BOTTOM OF EL 4483.4 EL 4486.9 4 B.O.B. <br /> SOIL—BENTONITE EL 4479.6 <br /> CUTOFF WALL <br /> 4 4460 460 <br /> 0+00 5+00 10+00 15+00 20+00 25+00 30+00 35+00 40+00 <br /> PROFILE <br /> STA 0+00 40+00 <br /> LEGEND: <br /> Q 0 150 300 600 900 0 15 30 60 90 <br /> VERT SCALE IN FEET <br /> F7 ..I <br /> LEAN CLAY, LEAN CLAY WITH SAND, <br /> LEAN CLAY WITH SAND <br /> (CL) <br /> SAND AND GRAVEL (SP) (GP) <br /> CLAYSTONE <br /> ARKANSAS STORAGE DAM EMBANKMENT <br /> FACILITY,PHASE 1 <br /> & PUEBLO COUNTY, CENTERLINE PROFILE <br /> 'I' o Rivers� <br /> COLORADO 1 OF3 <br /> ��ATCR&FARMING 1 <br /> o PROJECT NO.13101 April 2013 Figure 6 <br />