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MD I SURE <br /> Dar DENS M CONTENT BLOW <br /> Ie/ftJ = ORr WEItNT CDWIT SWLI V$CS DE;CAIPTIoee <br /> G <br /> 10#-2" <br /> Asphalt Concrete, <br /> Aggregate base, <br /> 2 <br /> BK-4 ' Black to dark brown, <br /> CL sandy silty CLAY, medium <br /> staff, damp, <br /> Light brown, very silty, <br /> very fine SAND, medium <br /> 6 28 3-1 SM dense, damp, <br /> 8 <br /> Tan to grayish brown, <br /> 10 very fine sandy SILT, <br /> 31 3-2 staff, damp, <br /> W 12 <br /> ML <br /> 14 <br /> Tan to light brown, very <br /> CL <br /> 16 29 3-3 silty, very fine SAND, <br /> medium dense, damp, <br /> 18 <br /> SM <br /> 20 grades less salty with <br /> 40 3_4 trace of medium sand at <br /> 20' . <br /> 12 Test Boring terminated at 21 5 fee <br /> NFWE <br /> 24 <br /> 26 <br /> 28 <br /> Date Drilled : 4/14/87 <br /> =ma�DTE- <br /> M O M/®JLC !+1®. �s�25-14/27 / STOCKM7, C&LIFORNIA <br />