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ROJECT H&H Engineering Property Boring No B-2 <br /> 212 Industrial Drive, Stockton, California <br /> Project No 034-98081 <br /> E DRILLED TYPE OF BORING <br /> August 11, 1998 3-114" 1 D Hollow Stem Auger <br /> AT <br /> LUNG EQUIPMENT ELEVATION & DATUM LOGGED BY <br /> Mobile B61 HDX C Pyatt <br /> AMPLING METHOD DEPTH TO WATER FIRSTCOMPL 24 HRS <br /> 2" split spoon with brass sleeves 33 6 <br /> tl CM by to Cap Jpm O <br /> a) <br /> Elevation o � <br /> Depth (Ft) E3a ° <br /> SOIL DESCRIPTION n <br /> Z) m C <br /> ° ML <br /> Asphaltic concrete <br /> Medium sandy SILT (ML) with cobbles, yellow-brown, moist, drills easy <br /> (fill) <br /> ML Clayey SILT (ML) with trace of sand, dark brown, moderately plastic, <br /> moist, drills easy <br /> 5 17 Light yellow-brown <br /> XX 41 <br /> 50 Fine to medium sandy SILT (ML) with clay, light yellow-brown, <br /> non-plastic, moist, drills easy <br /> 10 33 16 <br /> XX 25 Slightly cemented, white mottles <br /> 50 <br /> 15 4 <br /> Xx g Clayey SILT (ML) with trace sand, light yellow-brown, moderately plastic, <br /> 15 moist, drills easy <br /> 20 10 1 4 <br /> XX 13 <br /> 44 <br /> 25 10 <br /> XX 20 <br /> 40 CL Silty CLAY (CL) with trace sand, light olive-brown, moderately plastic, <br /> moist, drills easy <br /> 30 648 10 <br /> XX 11 <br /> 20 <br /> Olive-green, Increase in silt <br /> 71 1 0 Groundwater encountered at 33 6 feet <br /> 35 10 Light olive-green-brown, decrease in silt <br /> XX 20 <br /> 30 <br /> Silty CLAY (CL), dark brown-olive-grey, moist, moderately plastic, trace <br /> sand, drills firm <br /> *R=Refusal, greater than 100 blows/foot KRAZAN & ASSOCIATES, INC Sheet 1 of 2 <br />