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PROJECT: STOCKTON DEPARTMENT OF <br /> HOUSING AND REDEVELOPMENT Log of Boring 106-23 <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 e <br /> a- a v , a g MATERIAL DESCRIPTION <br /> W w Sample a ; O <br /> Q v Number CE <br /> m g > <br /> J <br /> CL CLAY with GRAVEL(CL) <br /> 1 OB-23-1. ::::: 0 brown, moist to dry, low plasticity, medium stiff, trace sand medium rained <br /> SILT with GRAVEL(ML) <br /> 2 ML light brown, moist, medium stiff, trace brick debris and sand <br /> 3 ::::> 0 <br /> OB-23-3. brick debris <br /> o,,. CLAY(CL) <br /> q dark brown, moist, high plastisity, medium stiff,trace silt with red-brown mottling <br /> 5 <br /> 6-10B-23-6.0:':::: 0 CL <br /> 7 0 <br /> 8- <br /> 9- <br /> 10- <br /> 1'_91011 <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 <br /> 21314151617181920212223g 24- <br /> 25- <br /> 26— <br /> cd <br /> 42526cd <br /> a 27 <br /> c7 <br /> 0 <br /> 28 <br /> N <br /> N <br /> • 29 <br /> z <br /> 30— <br /> z Boring terminated at8 feet below ground surface(bgs). TMKKVLq <br /> _^_OI� <br /> � No groundwater encountered during drilling. I�S[Wpl <br /> z <br /> W <br /> Project No.: Figure: <br /> ui <br /> 2597.03 A-21 <br />