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4580 4580 <br /> BE-102 <br /> BE-106 CREST OF BE-103 <br /> BE-107 BE-104 <br /> 4560 EMBANKMENT EXISTING <br /> GROUND 4560 <br /> — EL 4547.6 <br /> w 4540 - ----—'-'-- — , EL 4542.0 4540 <br /> Uj <br /> —--- L 4534.4�—--- — -— \ /JEEw/0 4520 6 TOP OF p 4520 0a BEDROCK p o:w -- ---- -- w---------- -- <br /> 4500 4500 w <br /> 4480 B.O.B. APPROX _ <br /> EL 4486.8 B.O.B. BOTTOM OF B.O.B. B.O.B. 8.0.8. 4480 <br /> EL 4482.4 SOIL-BENTONITE EL 4486.8 EL 4485.0 EL 4485.6 <br /> a <br /> CUTOFF WALL <br /> 0 <br /> 4460 4460 <br /> M1 <br /> h <br /> 40+00 45+00 50+00 55+00 60+00 65+00 70+00 75+00 80+00 <br /> PROFILE <br /> STA 40+00-80+00 <br /> LEGEND 0 150 300 600 900 0 15 30 60 90 <br /> a VERT SCALE IN FEET <br /> W <br /> I <br /> //// <br /> LEAN CLAY, LEAN CLAY WITH SAND, <br /> LEAN CLAY WITH SAND <br /> a (CL) <br /> W <br /> N - <br /> V <br /> ig. SAND AND GRAVEL (SP) (GP) <br /> U <br /> R <br /> CLAYSTONE <br /> ARKANSAS STORAGE DAM EMBANKMENT <br /> FACILITY,PHASE 1 CENTERLINE PROFILE <br /> Two Rivers PUEBLO COUNTY, <br /> ; �►Wnr[•6 FAR.aING COLORADO 2 OF 3 <br /> COH SULTRHTS,INL. <br /> d PROJECT NO.13101 April 2013 Figure 7 <br />