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ng rr g- .. <br /> w 111W <br /> d <br /> BORING LOG <br /> 7h. jVa" D. .Selddd. P.E. Project Name: M.W. <br /> 6267-E f141juZ47Xurlre-ar4ar.. 62A94560 Stockton <br /> Borin NAnll ID: }f'nSB-1 310 Bladed: 5-110laBTDI <br /> om lotod: 5-10-08 <br /> 7roiocttnd Task _Number: KW Stockton Dalum: t Sam los• <br /> i n n sin S i n r., 21.5' h- ATU:tT Comp: <br /> Drillin MelhodrE u+ : }follow Stem Auger Pari: From: STo: <br /> Drillin A one EmcelTech pack: (From: 'To <br /> {for <br /> Steve rill <br /> ri S0al1 "0• <br /> EIe'T" M5 -fev W N45L Srral 2: 'From 'T <br /> E LITHOLOGIC DESCRIPTION BORINC REtAARKS <br /> � o m o <br /> oY 0 m <br /> " ASPHALT <br /> Black clay with silt, medium dense, organic" <br /> Black clay grading to brown clay,with gravel <br /> Light brown clay with sandy silt, medium <br /> dense <br /> 5 _ Sampled @ 5' <br /> Light brown sandy silt with pebbles, softSB_1-; <br /> Light brown silty clay with sand,minor <br /> pebbles <br /> SG Reddish brown silly clay with sand, dense Sampled @ 10' <br /> MWSB-1-2 <br /> 7, Blow Caunt. @ 11.5' <br /> 10 Dark brown silty clay, more dense 7110119 <br /> 19 <br /> f <br /> 15 with minor pebhies, <br /> Dark brown silty clay, Sampled @ 15' <br /> 2{WSB-1-3 <br /> moist <br /> Gray silty clay, very stiff, with <br /> light brown silty clay <br /> 2 Sampled @ 20' <br /> Same as above, more dense MWSB-1-4 <br /> Bottom of Bore Hole <br /> 25 <br /> Figure <br /> ---- <br /> 3: <br />