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LATE <br /> OJECT H&H Engineering Property Boring No B-7 <br /> 212 Industrial Drive, Stockton, California <br /> Project No Q34-98081 <br /> DRILLED TYPE OF BORING <br /> August 13, 1998 3-114" 1 D Hollow Stem Auger <br /> LL <br /> EQUIPMENT ELEVATION & DATUM LOGGED BY <br /> Mobile B61 HDX C Pyatt <br /> AMPLING METHOD DEPTH TO WATER FIRST COMPL 24 HRS <br /> 2" split spoon with brass sleeves <br /> C <br /> � c o 0 <br /> Elevation U <br /> Depth (Ft) o N t �°- SOIL DESCRIPTION <br /> 2 1 m <br /> M a U <br /> 0 CL 4" Asphaltic concrete <br /> Silty CLAY (CL) with gravel, dark brown, dry, moderate plastic, drills <br /> easy (fill) <br /> ML Fine sandy SILT (ML), dark brown, moist, drills easy <br /> 5 CH Silty CLAY (CH), dark brown-black, moderate plastic, moist, easy <br /> ML Clay SILT (ML) with trace sand, yellow-brown, low plastic, moist, drills <br /> firm <br /> 10 NO 10 <br /> XX 24 <br /> 29 <br /> 15 NO <br /> z0 NO 0 11 <br /> XX 16 <br /> 17 oo CH Silty CLAY (CH), dark yellow-brown, high plastic, moist, drills firm <br /> 25 <br /> 30 No 0 8 <br /> XX 20 <br /> 30 <br /> 1 35 <br /> *R=Refusal, greater than 100 blows/foot KRAZAN & ASSOCIATES, INC Sheet 1 of 2 <br />