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yr yr <br /> GROUNDWATER Drilling Log <br /> L.4 JTECHNOLOGY Sol Boring SB-1 <br /> Project Anheuser Busch -Arcti Road Owner Lneuser.=usch See Site Map <br /> Location Stockton CA Proiect Number 02^0502'6, For Sorrtg Location <br /> Oate Orined 2/27/92 Total Depth of Hole 30 ft. Diameter d In. <br /> Top of Casing %�OTFS <br /> �9 Water Level Initial Static <br /> Screen:Oia Length Slot Size +rater not encovuered to the deoth <br /> Casing Dia Length Type of erpWaticn <br /> Filter Pack Material Rlg/Core Type Soft s000n sanpler <br /> Doling Company Sierra Pacific 06L/Mon.Method HSA/ <br /> Duller _Johne Arouello Log ey Steve McCabe <br /> Geologist/Engineer David Kleesattel License No 5136 <br /> 0 *..i. <br /> �� 5> U m <br /> C1 w a U lu a o i Description <br /> 0— cEEn o� �_ (Color, Texture, Structure) <br /> MR <br /> 0 <br /> Dark brown SILT <br /> 2 (moist, no odor) <br /> 4 <br /> 10 ML Light brown SILT with some sand ("hard pan') <br /> 6 30 <br /> A (very stiff, dry, no odor) <br /> (grades moist) <br /> 8 <br /> t0 5 Light brown, fine-grained silty SAND <br /> 5 (medium dense, moist,no odor) <br /> B s <br /> 12 <br /> 14 SM <br /> 10 (grades coarser,dense sand with silt) <br /> 16 20 <br /> C 15 <br /> 18 <br /> 20 1s Light brown sandy SILT <br /> 15 (very stiff, dry, no odor) <br /> 0 20 <br /> - 22 - <br /> - 24 — ML <br /> 6 <br /> 12 <br /> 26 <br /> E 20 <br /> 28 <br /> (grades coarser sand) <br /> 30 to Backfilled boring with neat cement grout 2/27/92 <br /> to <br /> 32 F 20 <br /> 03/12/1992 atibascoct <br />