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Surface Conditions: Uneven-dry weeds Date Completed: 9/30/2002 <br /> Groundwater: No free groundwater encountered Logged By: JMY <br /> Total Depth: 20.5 feet <br /> Method: Solid Stem Auaer <br /> Equi ment: Simco 2400,Truck Mounted Drill Rig Boring Diameter: 4 Inches <br /> FIELD LABORATORY <br /> TI-1-Hi.; <br /> e <br /> Z E dE E �.co x m= m... o S m DESCRIPTION <br /> to ur m aa� a�.a�' Or- c7 <br /> (ML)SANDY SILT-Light brown,dry,fine <br /> grained <br /> PffinL)SANDY CLAY-Light brown,slightly moist, <br /> e grained <br /> (SC).CLAYEY SAND-Light brown,moist, <br /> 4-2-1 26 114 10 meld um dense,fine to coarse grained <br /> 5 <br /> 4-5-1 14 109 10 <br /> Some small gravel <br /> 10 Fine grained,medium dense <br /> 4-10-1 21 <br /> Light gray-brown, increase in Gay content <br /> ICL)SANDY CLAY-Light gray-brown,moist, <br /> fine grained <br /> 15 (CL)SANDY CLAY-Light gray,moist,fine <br /> 4-157 34/6" o. <br /> • ° M GRAVELLY SAND-Light brown,moist, <br /> y ; cemented,fine to coarse grained <br /> (SC)CLAYEY SAND-Light brown,moist, <br /> medium coarse dense,fine to grained,some <br /> small gravel <br /> (SM SILTY SAND-Light brown,moist, <br /> m2um dense,fine to coarse grained,some <br /> 20 small gravel <br /> 4-20-1 31/6" (SC)CLAYEY SAND-Light brown,moist, <br /> medium dense,fine to coarse grained,some <br /> Boring completed at a depth of approximately <br /> 20.5 feet below existing site grade. <br /> 25 <br /> m <br /> Q <br /> 'a <br /> LOG OF BORING B-4 PLATE <br /> o PROPOSED ASHTON PLACE SUBDIVISION <br /> k4 K L E I N FELDER 3 of 3 <br /> PETERS, CALIFORNIA <br /> S Drafted By: GDG Project No.: 23197.GO1 F <br /> Date: 2/9/2006 File Number: ST02G145 v <br /> r i m an we.nvpe..M.2a <br />