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Date Completed: 6/20/96 Surface Conditions: Asphalt. <br /> Logged By: DH Groundwater: Groundwater not encountered. <br /> LTotal Depth: 26 feet <br /> i DESCRIPTION <br /> h <br /> w Qz a Approximate Surface Elevation (ft): 3 <br /> (ASPHALT - 2-1/2 inches Asphalt <br /> (SM) SILTY SAND - Brown, No Odor, Fine. <br /> 5 1.5 12568 Grained, Loose, Moist <br /> 4s 5 <br /> 3 1.2 12567 <br /> r Same as Above <br /> (ML) CLAYEY SILT - Olive-Brown Fe-Stains <br /> No Odor, Very Stiff, Moist <br /> 10 50 0.3 12566 <br /> (SM) SILTY SAND - No Odor, Fine Grained, <br /> r 15 19 1.0 12565 Medium Dense, Moist <br /> Decreasing Fines <br /> �i <br /> 20 21 0.4 12564 (SP) SAND - Brown, No Odor, Fine to <br /> Medium Grained, Medium Dense, Moist <br /> 25 30 0.5 12562 _- (SW) SAND - Light Brown, Fine to Coarse <br /> for Grained, Dense, Moist <br /> 6" END OF BORING <br /> LOG OF BORING B-14 PLATE <br /> k0qK LEI NFE LIDE R E-Z MART 1 of 1 <br /> HWY 120/McHENRY A-16 <br /> Drafted By:D11 Project No.: 20-3941-01.E01 IMPROVEMENT PROJECT <br /> Date: 6/16/96 FileNumber:20-3941-0LE01 <br /> Copyright Kleinfelder, Inc. 1996 <br />