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BORING NO.: SB-37 SHEET 1 OF 1 <br /> moi:u <br /> PROJECT: Tracy Byron Road <br /> From Soisxe to Solutions <br /> LOCATION: Tracy <br /> COORDINATES: PROJECT NO.: 06-6102-00-8606.211 <br /> SURFACE ELEVATION: DATUM: 35 feet ab,vj4gaGED BY: Andrew Smith <br /> ' Q <br /> LU o f a 0- > a 3 1-2 > M GEOLOGIC COMPLETION <br /> Lu LL a s �¢- M W m o ° W 2 DESCRIPTION DETAIL <br /> Q _ <br /> HA Aggregate Base Rock <br /> Clay (CL): dark brown (7.5YR 3/3); moist; firm; <br /> ' 100 medium plasticity;no odor. <br /> ' S 0.1 SB-37 <br /> 00 5' Silt (ML): dark yellowish brown (10YR 4/4); moist; <br /> firm;medium plasticity;no odor. <br /> (1512) _ _ __ <br /> Clay (CL): dark yellowish green (10YR 4/4); moist; <br /> firm;high plasticity;no odor. <br /> DP <br /> 10' 0.3 100 _ __ __Silt (ML): dark yellowish brown (10YR 4/4); moist; <br /> medium stiff; low plasticity; no odor, 10-15 % Fine <br /> Sand. <br /> DP <br /> 100 <br /> SB-37Poody Graded Fine Sand(SP):dark greyish brown I <br /> 15 @ 14.4.5 dark yellowish brown (10YR 4/2); wet; dense; no = <br /> ' 1.2 SB 307) DP odor,3 to 5%silt. <br /> G oundwate Silt (ML): dark yellowish brown (10YR 4/4); moist; <br /> (1600)le 100 sfiff;low plasticity;no odor;5 to 8%fine sand. <br /> 20-- <br /> 0 0.6 DP <br /> ' 100 <br /> �• Poorly Graded Fine Sand(SP):dark grayish brown/ <br /> dark yellowish brown (10YR 4/2); wet; dense; no <br /> odor;3 to 5%sift. <br /> Sift (ML): dark yellowish brown (10YR 4/4); moist; <br /> stiff;low plasticity;no odor;5 to 8%silt. <br /> 0 <br /> z <br /> Z <br /> O <br /> 1 'a <br /> c? <br /> 01 <br /> O <br /> U' <br /> Z <br /> m DRILLING CON-TRACTOR: RSI REMARKS: Borehole was abandoned according to San Joaquin County <br /> z DRILLING METHOD: Direct Push requirements. <br /> z <br /> w DRILLING EQUIPMENT: Geoprobe <br /> a <br /> o DRILLING STARTED: 3/13/07 ENDED: 3/13/07 <br />