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' jiCE ANO TECHVQLCOY CORP <br /> N <br /> ;C' BORING NO. MW-3 (Kleinfelder) <br /> LOG OF BORING _ SHEET I of <br /> CLIENT PROJECT (PROJECT NO <br /> East Say Municipal utility ❑istrsct Stockton Maintenance Yard I 40429 <br /> PROJECT LOCATION COORDINATES ELEVATION (DATUM) TOTAL DEPTH CATE STAR T <br /> ' Stockton California N 4992 7272 E 5039 3734 3 0 imsil 22 0 FEE— B/2t/"cr <br /> SURFACE CONDITIONS LOGGED BY I CATE FINISr' <br /> Asphalt Kletnfelder <br /> ' t�iISAMPLIWING CHECKED BY APPROVED BY <br /> W4 LU Uj LU <br /> W = 2 <br /> m m m ` f11 W n_ t7 <br /> ' ¢ 0 <br /> CORING z <br /> W CLASSIFICATION OF MATERIAL FiEYARKS <br /> CC a � a <br /> 9 Q <br /> W rnn M <br /> ASPHALT Baring aavarcec <br /> 1 ��;�, CLAY, dark brown to yellow brown -4/7-1/4' OC hcice— <br /> ' plastic, trace silt and very fine grained auger <br /> 2 sand (CL) <br /> CA sampler crive^ <br /> 3 ,, Ib hammer <br /> 4 <br /> i <br /> i <br /> i fir, <br /> 7 <br /> r <br /> 10 <br /> it <br /> i <br /> 12 ------------------------------ <br /> SAND. Dark grey, very fine to medium <br /> t3 grained, wet trace mica (SP) <br /> ' CA 1 O 9 14 <br /> f5 <br /> ' IB <br /> 17 <br /> ' E8 <br /> 19 <br /> ' 20 <br /> 21 <br /> 22 <br /> ' <br /> 23 Bottom of bor,rg �z 4_ <br /> Water Leve' encc,!rte-=c <br /> 24 at 12 feet <br /> 25 <br /> 28 <br /> 27 <br /> ' 28 <br /> 29 <br />