Laserfiche WebLink
Soil Properties <br /> Elevation Dry Density, -Internal Friction C-Cohesion, Coefficient of Perm. Undrained`. <br /> SPT % W pcf Wet Density Angle pcf K-Value cm/sec Strength, <br /> R-5133 15 13 109 123 250 250 1 x 10"7 800 <br /> 3-5120 16 2 l 104 126 200 200 1 x 10"7 S00 <br /> -5104 65 16 106 123 25' 500 Impenetrable Impenetra <br /> Existing Dam 9+00.00 <br /> Elevation=5149 <br /> MATCH EXISTING SLOPE 5 WIDE Proposed Embankment <br /> -JiA CREST a <br /> r I 2' THICK D-12" C <br /> Approximate Toe Drain TIE NEW GRADING INTO 2�� RIPRAP pp NORMAL WATER SURFACE <br /> Location-See Civil DOWNSTREAM EDGE OF CREST -�.' I ELEVATION 5145.00 <br /> _ _... <br /> Diagram <br /> Existing 2:1 <br /> FINISHED <br /> GRADE <br /> Native <br /> Subgrade <br /> Bedrock <br /> -80 -70 -60 - -40 -30 20 10 0 10 20 30 40 6,11 70 80 90 <br /> MAXIMUM DAM SECTION <br /> SCAt E = 1 0' n&V <br /> ttificatinns Presented Herein are Based on EEC's Borings B-1 1 <br />