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PROJECT PROJECT <br /> NAME: 1725 Sanquinetti Lane, Stockton, CA NUMBER: PENN No. 1215 <br /> Logged by:HHC Date: 3/13/95 Equip. vt: Hollow Stem Auger, 3.25"ID 6"OD Log of: B-3 <br /> p A <br /> W ~ 8 .'1..0 a s. <br /> a <br /> to rW Q .�,� O <br /> w MATERIAL DESCRIPTION ow � 9 o u MISBC. <br /> as c° m e a o,w i 'O RESULTS <br /> N4 41 <br /> w <br /> U <br /> 3-inch AC over 6-inch AB <br /> 1 SILTY CLAY: Dark gray; trace of gravel; CL <br /> 2 moist; medium to high plasticity CH <br /> 3 <br /> SC 25 <br /> 4 SANDY CLAY: Brown; cementation; CL <br /> low plasticity <br /> 5 <br /> 6 <br /> 7 CLAYEY SAND: Brown; greenish gray SC <br /> SC 27 pockets; fine-grained <br /> 8 <br /> 9 <br /> 10 <br /> SC 22 SILTY SAND: Brown; fine-grained SM <br /> 11 <br /> 21314 12- <br /> 13- <br /> 14 <br /> 15 <br /> SC 15 SILTY SAND/SAND: Brown-gray; fine- to SM <br /> 16 medium-grained Sp <br /> 17Boring terminated at 16.5 feet. <br /> No groundwater encountered during drilli g. <br /> 18 Borehole grouted at end of drilling. <br /> 19- <br /> - 20- <br /> - <br /> 21 <br /> 22- <br /> 23— <br /> stratification <br /> 223stratification lines represent the approximate boundary between the engineer's descrip- FIGURE <br /> tion of material types. The actual transition may be gradual and may vary with location. NUWER- 6 <br />