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�3C E AND TECHNOLOGY CORP. <br /> L.r G <br /> CD <br /> U, <br /> r�iM LOG OF BORING BORING N0. HP-S <br /> SHEET I OF I <br /> �+ CLIENT <br /> EBMUD 1PROJECT PROJECT NO. <br /> Stockton Service Center 40429.300 <br /> PROJECT LOCATION COORDINATES ELEVATION (DATUM) TOTAL DEFTH OATE STAR <br /> Stockton, California Not Surveyed Not Surveyed (ms1) 14.0 FEET p8/1g/o3 <br /> SURFACE CONDITIONS LOGGED BY <br /> Concrete DATE FINIS; <br /> M. Lane 08/18/93 <br /> SAMPLING CHECKED BY , APPROVED BY <br /> L. w wCC ") W >- M.McCl <br /> ain E. Meyer <br /> o'a am o os w <br /> cn oa } w W n' O <br /> L > J <br /> CORING �- <br /> _ CLASSIFICATION OF MATERIAL REMARKS <br /> cc <br /> Z Z w W 2W d W <br /> w w t <br /> CD :m MLO �>. o} w} o f'"' � Q <br /> �"' ¢� ¢J CD ccU �� '1 Q cc <br /> LU LUa� o cn co <br /> Ce 1 5 ?o. Gravelly SAND; gray brown: loose; wellBoring advancea Hith <br /> graded; medium grained; dry. 0.0., 4-1/4" I.D. hollax <br /> stem auger; saimoles <br /> L+ 2 Silty CLAY. dark brown; low plasticity; dry collected using 2.5" <br /> continuous barrel <br /> 3 sampler. <br /> Clayey SILT; orange-brown: low <br /> LW q plasticity; dry. <br /> 5' <br /> 5 <br /> CB 2 5• <br /> B <br /> Lr <br /> 7 <br /> 8 Grading to dark brown. <br /> 9 <br /> � 10' <br /> + ..i 10 <br /> CB 3 4' <br /> Lot 11 <br /> 12 <br /> 13 - --- <br /> 14' Silty CLAY medium brown; lowptasticity; <br /> 14 moist. <br /> 8attom of borina at 14' <br /> 15 Dgs. Hydro Puncn II <br /> L" driven to 18' bas. <br /> 16 <br /> 17 <br /> 18 <br /> 19 <br /> 20 <br /> Lr <br /> 21- <br /> 22 <br /> Lo 23 <br /> t <br /> 24 <br /> LW 25 <br /> 28- <br /> 27 <br /> 28 <br /> I <br /> I <br /> 29 <br />