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STOCKTON DEPARTMENT OF <br /> PROJECT: HOUSING AND REDEVELOPMENT Log of Boring 21B-6 <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 • <br /> Drilling method: Direct Push <br /> Hammer weight/drop: NA Hammer type: NA <br /> Sampler: Continuous Core <br /> SAMPLES >- <br /> E o MATERIAL DESCRIPTION <br /> W w Sample a Z. O <br /> 8 = <br /> Number ca in p J <br /> SANDY CLAY(CL) <br /> 1 CL dark brown,dry to moist, medium plasticity, medium stiff,trace gravel <br /> 2 SILTY SAND(SM) <br /> 3 o red brown, moist, medium grained, medium dense,trace clay <br /> 4- <br /> 56 5- <br /> 6— <br /> 7 SM <br /> O <br /> 8 <br /> 9 <br /> 10 1 B-6-10. ::::> 0 <br /> 11 <br /> 12 • <br /> 13 <br /> 14 <br /> 15 <br /> 16 <br /> 17 <br /> 18 <br /> 19 <br /> 20 <br /> 21 <br /> 22 <br /> 23 <br /> 0 24 <br /> 25 <br /> 26 <br /> 2 27 <br /> 0 c� <br /> M 28 <br /> N <br /> Q <br /> 29 <br /> z <br /> Z 30 • <br /> w <br /> oz <br /> Boring terminated at 12 feet below ground surface(bgs). <br /> cc No groundwater encountered during drilling. Tmiw"ER0110 <br /> z <br /> Lu Project No.: Figure: <br /> W 2597.03 A-44 <br /> ui <br />