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' C B ma TECNNOLOOY CONT <br /> V <br /> eYhBORING N0. Mw-1 (Melnfelder) <br /> ' LOG OF BORING = SHEET 1 OF L <br /> CLIENT PROJECT PROJECT NO <br /> East Say Municipal Utility District I Stockton Maintenance Yard 40429 <br /> PROJECT LOCATION COORDINATES ELEVATION (OATUM) TOTAL DEPTH DATE START <br /> Stockton California N 4917 0282 E 5033 9210 3 29 (msl) 24 0 FEET 8/22/89 <br /> SURFACE CONDITIONS LOGGED BY GATE FINISH <br /> Asphalt Kleinfelder 8/22/89 <br /> ' SAMPLING CHECKED BY APPROVED BY <br /> z y 8Nil' <br /> w (MCL <br /> CORING w <br /> a CLASSIFICATION OF MATERIAL REMARKS <br /> L.3 Cn $ a8 $ e <br /> ASPHALT Boring advanced <br /> CLAY light brown to orange moist some w/7-1/4 00 hollow stem <br /> silt (CL auger <br /> 2 CA sampler driven w/140 <br /> ib hammer <br /> 4 <br /> to <br /> 11 ------------------------------ <br /> SAND dark green wet very, fine to <br /> 12 medium grained some mica (SP) <br /> 1 <br /> ' 13 <br /> 14 I <br /> CA 1 15 <br /> ' 16 <br /> 17 <br /> ' 18 <br /> 19 <br /> 20 <br /> 21 <br /> 22 <br /> ' 23 <br /> 24 <br /> Bottom of boring @ <br /> 25 240 <br /> ' 28 Water Level encountered <br /> at 12 feet <br /> 27 <br /> 28 <br /> 29 <br /> j <br />