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1 <br /> Date Completed 3118197 Surface Conditions Asphalt <br /> Logged By 1282 Groundwater A depth of approximately 65 feet below existing <br /> site grade <br /> Total Depth 51-112 feet <br /> FIELD <br /> DESCRIPTION <br /> a <br /> n E E E o <br /> ' m m 0 o G m M Approximate Surface Elevation I#t) <br /> in in m a s ih z _J <br /> ASphatt Concrete <br /> aAggregate Base Approximately 2 feet thick <br /> Vt <br /> Silty SAND(SM) park brown, dense, fine to medium <br /> grained, trace gravel, no odor <br /> push 1 17261 <br /> ' S <br /> Silty SAND(SM) Brown, medium dense,fine to medium <br /> grained, no odor <br /> push 0 17262 <br /> 1 <br /> IO 15 Silly SAND(SM) Olive-brown, moist, dense,fine grained, <br /> 30/5" 0 17263 with clay,no odor <br /> ' 15 <br /> 9 Clayey SILTISihy SAND IMLISMI Olive,moist,dense, fine <br /> 14 grained, abundant Fe stains and mica, no odor <br /> 20 0 17264 <br /> ' 20 <br /> 12 Silty SAND ISM) Olive-brown to light gray, moist, dense, <br /> 20 fine grained, abundant Fe stains and mica, no odor <br /> 24 0 17265 <br /> L <br /> k'4 <br /> 25 <br /> n <br /> P/ <br /> LOG OF BORING 2- 2 1 ala s MA Vv% S'- PLATE <br /> k" KLEINFELDER 1 of 2 <br /> HWY 120/McHENRY AVENUE PROJECT Q <br /> Drafted By DWA Project No 20-3941-01 '-4 <br /> Date 314197 File Number ESCALON, CALIFORNIA <br /> Copynghi Klemfelder Inc 1997 <br />