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i <br /> - <br /> ~ RELD !!! <br /> m DESCRIPTION <br /> CL <br /> T <br /> mI— z E CL <br /> N 0 (a fu <br /> L d a- <br /> N C O <br /> m m m ° Approximate Elevation feet(msl) Well <br /> Q o7 Q) m a Const. <br /> 30 Sandy GRAVE!with silt lenses(GP): Red-bro- - - - - - - - -,ry <br /> ° (predominantly pea gravel) <br /> o D <br /> 46 O <br /> Sandy SILT with gravel lenses(ML):Dark red-brown, oist,no <br /> odors <br /> 35 <br /> 8 � <br /> Boring completed at a depth of 36-1/2 feet below existing site <br /> grade. <br /> I <br /> i <br /> 40 - <br /> 45 <br /> i <br /> 50 <br /> I <br /> 55 <br /> 0 <br /> Q <br /> 60 <br /> LOG OF BORING MW-1 PLATE <br /> a k'q KLEINFELDER DSS COMPANY 2 °f2 <br /> "s PROPOSED GRAVEL PIT (QX-96-1) <br /> " KOSTER ROAD FACILITY A-3 <br /> N Drafted By: D.Ross Project No.: 20-2245-36.E02 TRACY, CALIFORNIA <br /> x Date: 4/9/2001 File Number: 20224536 <br /> Co"09W Kieh Wder,Inc.2001 <br />