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� v <br /> Date Completed: 6/20/96 Surface Conditions: Asphalt. <br /> L <br /> Logged By: DH Groundwater: Groundwater not encountered. <br /> LJ Total Depth: 26-1/2 feet <br /> � E~ <br /> DESCRIPTION <br /> y w 4: p U <br /> a 3 CL 0 o <br /> [0. <br /> W Q v, as a z a Approximate Surface Elevation (ft): 3 <br /> Pool <br /> (ASPHALT - 3 inches Asphalt <br /> (SM) SILTY SAND - Dark Brown, No Odor, <br /> 2 9.7 12563 Fine to Medium Grained, Loose, Moist <br /> 5 Increasing Silt <br /> 4 25.0 12577 g <br /> 10 32 2.8 12578 <br /> (ML) SANDY SILT- No Odor, Very Fane <br /> Grained Sand, Stiff, Moist <br /> IncreasingClay <br /> Y <br /> 15 - ,; (CL) CLAYEY SILT- Gray-Brown, No Odor, <br /> 45 0.9 12579 Very Stiff, Moist <br /> 20 35 1.1 12580 / <br /> �+. Same as Above <br /> Ile <br /> (SP) SAND - Light Brown, No Odor, Medium <br /> 25 Grained, Medium Dense, Moist <br /> 36 0.3 12581 <br /> -END OF BORING <br /> LOG OF BORING B-13 PLATE <br /> k" KLEI N F E L D E R E-Z MART 1 of 1 <br /> HWY 120/McHENRY A-15 <br /> Drafted By:DH Project No.: 20-3941-OLE01 IMPROVEMENT PROJECT <br /> Date: 6/16/96 File Number:20-3941-01.E01 <br /> Copyright Kleinfelder, Inc. 1996 <br />