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VC-I! TECHMMoQY CGF7 <br /> ( BORING NO MW-2 (Kleinfelder) <br /> LOG OF BORING _ SHEET 1 OF i <br /> CLIENT PROJECT PROJECT NO <br /> East Say Municipal Utility District Stockton Maintenance Yard 40429 <br /> PROJECT LOCATION COORDINATES ELEVATION (DATUM) TOTAL DEPTH DATE START <br /> Stockton, California N 4995 4387 E 4977 8975 2 5 (msl) 220 FEET 6/21/89 <br /> SURFACE CONDITIONS LOGGED BY DATE FINISH <br /> Asphalt Kleinfelder 8/21/89 <br /> SAMPLING CHECKED BY APPROVED BY <br /> w <br /> tg � 8 w w t� <br /> tL <br /> CORING z W <br /> } _ a CLASSIFICATION OF MATERIAL REMARKS <br /> Ui <br /> d8 S $ s eUJI <br /> ' o <br /> AS?HALT Boring advanced <br /> 1 %, CLAY brown to black moderate w/7-1/4 OD hollow stem <br /> fJ plasticity moist some silt (CL) auger <br /> CA sampler driven w/t40 <br /> J,J, <br /> Ib hammer <br /> 4 <br /> 7— <br /> to— <br /> '2- <br /> 13 <br /> to t2 <br /> Jam//J <br /> ,J/J/ <br /> SAND yellow brown red mottling fine to <br /> CA 1 09 14 medium grained wet some iron oxides <br /> (SP) <br /> 15 � <br /> 16- <br /> 17- <br /> 18— <br /> 617 18 -—---------------------------- <br /> SAND grey to grey green very fine <br /> 19 grained wet some silt (SP) <br /> CA 2 20 <br /> i 21—\ <br /> 22 <br /> 23 Bottom of boring @ 23 0 <br /> 24 Water Level encountered <br /> 25 at t2 feet <br /> ' 28 <br /> 27 <br /> 28 <br /> 29 <br />