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STOCKTON DEPARTMENT OF <br /> PROJECT: <br /> HOUSING AND REDEVELOPMENT Log of Boring 106-16 <br /> Stockton, California PAGE 1 of 1 <br /> Boring location: See Site Plan. Figure 1 Logged by: M. Rapoport <br /> Date started: 4/18/00 Date finished: 4/18/00 is <br /> Drilling method: Direct Push <br /> Hammer weight/drop: NA Hammer type: NA <br /> Sampler: Continuous Core <br /> _ SAMPLES E <br /> a o MATERIAL DESCRIPTION <br /> CL a) m <br /> Lu sample E o o j <br /> 2 <br /> v Number in p J <br /> SANDY SILT with GRAVEL (ML) <br /> 1 light brown, moist, medium stiff,trace brick <br /> ML <br /> 2 <br /> 3 0 <br /> o CLAY(CL) <br /> 4 dark brown, moist, high plasticity, medium stiff <br /> 5- <br /> 6-10B-16-6.0 <br /> 6 0B-16-6. 0 <br /> 7 <br /> CL <br /> 8 <br /> 9— x <br /> 0 <br /> 11 trace wood fragments, dark mottling <br /> 12 Continuous Core terminated at 12 feet(boring continued) • <br /> 13- <br /> 14- <br /> 15- <br /> 16- <br /> 17- <br /> 18- <br /> 19- <br /> 20— <br /> 314151617181920 CIL <br /> 21 1 <br /> 22 <br /> 23 <br /> 0 24 <br /> 51 <br /> 25- <br /> 26- <br /> 27- <br /> 28- <br /> 29 <br /> 526272829 <br /> F • <br /> Lu <br /> 30 <br /> Lu <br /> p Boring terminated at to feet below ground surface(bgs). TM864 � E Rollo <br /> � Groundwater encountered at 21 feet during drilling. <br /> FProject No.: Figure: <br /> N2597.03 A-14 <br /> W <br />