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PROJECT NUMBER BORING NUMBER <br /> - BAE31604.AS.11 SB-6/MW-D]S-10 SHEET 1 OF 3 . ` <br /> SOIL BORING LOG <br /> PROJECT Del Monte Plant 33 LOCATION Stackton, UA <br /> ELEVATION 20.30 It. MSL (TO(:) DRILLING CONTRACTOR Gregg CliillinRl, Inc.. <br /> DRILLING METHOD AND EQUIPMENT 6„ 00 Hollow Stem Auger <br /> WATER LEVELS -46.57 MSL (3/3/95) START 2-8--95 FINISH 2-10-95 LOGGER T. Little <br /> SAMPLE STANDARD SOIL DESCRIPTION COMMENTS <br /> p1- PENETRATION <br /> V a 0 Cr RESULTS SOIL NAME, USCS GROUP SYMBOL, COLOR, DEPTH OF CASING. DRILLING RA <br /> _ ¢ kx MOISTURE CONTENT, RELATIVE DENSITY o DRILLING FLUID LOSS <br /> �-L ur uuCo 0 g•_g•_g• OR CONSISTENCY, SOIL STRUCTURE, to TESTS AND INSTRUMENTATION <br /> oa '-X 0 MINERALOGY X0 l <br /> vi 4 z. �� (N) �0 <br /> CLAY WITH SAND K:L), Clark reddish brown <br /> (10YH, 5/4), 90% low plasticily fines, 10% <br /> fine sand. stiff, (lamp <br /> SANDY CLAY (CL), yellowish brown [10YR, f <br /> 5/4), 65% low plasticity lines, 35% fine <br /> sand, stiff, damp <br /> &0 <br /> I <br /> SILTY SAND (SM), yellowish Drown (10YR, <br /> 5/4), 25% low plasticity fines 75% fine <br /> 10.0 sand, medium dense, damp �• ' <br /> I6A .• ..j.. <br /> j . <br /> CLAY WITH SAND (CL), yellowish brown <br /> _ .. <br /> (Il YR, 514►, 90% low plaslicidy fines, 1C1% <br /> fine sand, stiff, damp <br /> 20.0 <br /> SANDY CLAY (CL), yellowish brown 00YR, <br /> 514), 75% low plasticity fines 25% fine <br /> 2LO sand, stiff, damp, no odor <br /> r <br /> • 1 <br />