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ROJECT H&H Engineering Property Boring No B 2 <br /> 212 Industrial Drive, Stockton, California <br /> Project No 034-98061 <br /> 'SATE DRILLED TYPE OF BORING <br /> August 11, 1998 3-114" 1 D Hollow Stem Auger <br /> ING EQUIPMENT ELEVATION & DATUM LOGGED BY <br /> Moble B61 HDX C Pyatt <br /> AMPLING METHOD DEPTH TO WATER FIRST COMPL 24 HRS <br /> 2" split spoon with brass sleeves 33 6 <br /> a C: it <br /> Elevation `o n a sU e o -' SOiL DESCRIPTION <br /> Deoth {Ft) p a N 5 CL <br /> c to ° 9 m <br /> 0 ML 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 4.1 <br /> 50 Fine to medium sandy SILT (ML) with clay, light yellow-brown, <br /> non-plastic, moist, drills easy <br /> 10 3316 <br /> XX <br /> 25 Slightly cemented, white mottles <br /> 50 <br /> 15 XX g Clayey SILT (ML) with trace sand, light yellow-brown, moderately plastic, <br /> 15 moist, drills easy <br /> I I <br /> `0 10 1X 4 <br /> X <br /> 13 <br /> 4d <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 C Groundwater encountered at 33 6 feet <br /> 35 10 Light olive-green-brown, decrease in silt <br /> XX 20 <br /> Silty CLAY (CL), dark brown-olive-grey, moist, moderately plastic, trace <br /> / sand, drills firm <br /> i <br /> 'R=Refusal greater than 100 blo sYfoot KRAZAN & ASSOCIATES, INC Sheet 1 of 2 <br />