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'RCJECT H&H Engineering Property Boring No B 7 <br /> 212 Industrial Drive, Stockton, California <br /> Project NO 034-98081 <br /> ')ATE DRILLED TYPE OF BORING <br /> August 13, 1998 3-114° l D Hollow Stem Auger <br /> u LING EQUIPMENT ELEVATION & DATUM LOGGED BY <br /> Mobile B61 HDX I C Pyatt <br /> AMPLING METHOD DEPTH TO WATER FIRST COMPL 24 FIRS <br /> 2" split spoon with brass sleeves <br /> C <br /> Elevation a U o `- SOIL DESCRIPTION <br /> Depth (Ft) p n E3 a M <br /> c La ria <br /> m C7 U <br /> ° 4" Asphaltic concrete <br /> CL <br /> Silty CLAY (CL) with grave[, dark brown, dry, moderate plastic, drills <br /> easy (fill) <br /> ML Fine sandy SILT (ML), dark brown, moist, drills easy <br /> 5 <br /> CH Silty CLAY (CH), dark brown-black, moderate plastic, moist, easy <br /> ML Clay SILT (ML) with trace sand, yellow-brown, low plastic, moist, drllls <br /> firm <br /> 10 NO 10 <br />' XX 24 <br /> 29 <br /> I � 15 NO <br /> I <br />' 20 NO 0 11 <br /> XX <br /> 18 <br /> 17 CH Silty CLAY (CH), dark yellow-brown, high plastic, moist, drills firm <br /> I <br /> 25 <br /> i <br /> I <br /> 3o NO 0 8 <br /> XX 20 <br /> 4I <br /> 30 <br /> l <br /> I <br /> 35 <br /> *R=Refusal greater than 100 blows/foot KRAZAN & ASSOCIATES, INC Sheet 1 of 2 <br /> I <br />