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FIELD EXPLORATORY BORING LOG THE DENALI GROUP <br /> Field location of boring Building PROJECT NO 5713 DATE 09/12/02 BORING No <br /> Ballets CLIENT California Cedar Products 64 <br /> LOCATION 1340 W Washington, Stockton CA Sheet ._1-_ <br /> D 0 0 LOGGED BY DJB DRILLER EnProb of 1 <br /> r— <br /> Warehouse Casln Installatio <br /> Warehouse <br /> n data Probe holes backfilled 6v#remie from bottom <br /> u�with cement grout(5 gal per sack mix) Fast Cure concrete at grade <br /> Drilling method_ Geor)robe(DPT) Hole dia 2-in <br /> c CL _ <br /> ❑ E 3 � °' a) m pcn a el <br /> a � L) E ms- E a c C7 E c� Time <br /> a o U) cn z' o in cn to <br /> co DESCRIPTION <br /> 2 FILL- 8" cement concrete over gravelly sand to a depth of 2 to <br /> 3 feet <br /> 4 SP POORLY GRADED SAND- Light olive brown (5Y 514), clayey <br /> fine sand, moist, no fuel odor Uniform push to depth <br /> s <br /> s <br /> 1 <br /> 12-- <br /> 7 2 M Dense Soil B4-1 1 Sp POORLY GRADED SAND- Light olive brown (2 5Y 514), fine <br /> sand, moist, trace clay, homogeneous, no fuel odor <br /> 1 <br /> 1 <br /> 00 M Dense Sod 64-2 POORLY GRADED SAND- Olive gray (2 5Y 512), fine sand, <br /> 2 <br /> wet, trace clay, homogeneous, no fuel odor <br /> 22 <br /> 198 M Dense soil B4 3POORLY GRADED SAND- Olive gray (5Y 512), fine to medium <br /> z <br /> sand,wet, moderate fuel odor <br /> z Bottom of Probe 25 Feet <br /> 2 <br /> Note Groundwater grab sample collected by <br /> 3 Hydropunch, 4' screen Interval 19-23' <br /> Ole# <br /> Remarks Vapor monitoring device-MIniRAE PID <br />