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L BORING LOG N0. SICS-Bi Continued <br /> I Date Drilled: 11/20/96 <br /> L Equipment: CME 75 HD <br /> Driller: WEST HAZMAT <br /> Water Level: Fd56' BGS <br /> L Sample Soil <br /> Information Information <br /> r <br /> L Time/ Sample TPH Blow Depth ti° Soil <br /> Sample Type g/k Count In Description <br /> No. /ft. Feet Y) <br /> pESCIPTION CONTINUED <br /> �- Moist, donee to firm, strong brown (7.5 YR 4 6) silly fine <br /> SAND, to fine sandy SILT, trace clay54 (SM-MH <br /> rWet, very dense, dark yellowish brown (10 YR 3/4) silty fine to --wL. g Run coarse SAND, trace clay, scattered fine gravels (S ) <br /> 7d:2;1 = 55'-565Sw Groundwater measured at 56' Below ground surface <br /> Grob <br /> t 6 .5' <1.0 577 at 11:50 hours <br /> L <br /> t a� <br /> L Becomes SIHy Fine SAND (SM) <br /> BOH O 60.0' <br /> L Water Sample1-Water 61 <br /> Boren <br /> Collected from Borehole at 11:58 Hours � <br /> TPH < 50 u L <br /> B < 0.5 ug L <br /> T < 0.5 ug/L <br /> L E < .5 ug/ <br /> X < 1.Sug/L <br /> f <br /> JC <br /> L <br /> 1. <br /> , <br /> 7 <br /> S <br /> L <br /> P <br /> Project: Sacramento Insulation Contr. Stockton Figure No.: B 1 Con inued <br /> Project No: Fir-96-028 Date: 12 11 96 <br /> Eng. / Geo.:_Eminhiz / Stana Page 3 of 3 <br /> ,� wewno <br />