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Surface Conditions: Uneven high-low areas-dry,weeds Date Completed: 9/30/2002 <br /> Groundwater: No free groundwater encountered. Logged By: JMY <br /> Total Depth: 20.5 <br /> Method: Solid Stem Auger4 Inches <br /> Boring Diameter: <br /> Equipment Simco 2400,Truck Mounted Drill Rig <br /> FIELD LABORATORY <br /> JEd a <br /> O m U e c a d O <br /> Z E n E m `b' Z m o `d v m m y_m E DESCRIPTION <br /> N m as no 20 - a (L Oi-Z c9 <br /> (ML)CLAYEY SILT-Light brown,dry,some <br /> fine sand <br /> (CL)SANDY CLAY-Light brown,moist,fine <br /> L)SANDY SILT-Light brown,moist,hard, <br /> 2-2-1 31/6" 95 21 cemented,fine grained <br /> IS N0 SILTY SAND-Light brown,moist, <br /> 5 medium dense,fine grained <br /> 2-5-1 36 <br /> fML)SANDY SILT-Light brown,moist,hard, <br /> fine grained <br /> (ML)CLAYEY SILT-Light brown,some fine <br /> (wand <br /> fin )SANDY SILT-Light gray-brown,moist, <br /> 0 e <br /> 2-10-1 45 ISM)SILTY SAND-Light gray-brown,moist, <br /> ddense,with thin silt lenses,fine grained <br /> Light----------------------- <br /> brown <br /> Some gravel,fine to coarse grained <br /> 15 <br /> 2-15-1 39/6" o;., (SYV)GRAVELLY SAND-Light brown,moist, <br /> very dense,fine to coarse grained <br /> ISM)SILTY SAND-Light gray-brown,moist, <br /> fine grained,trace clay <br /> (SM)SILTY SAND-Light brown,moist,very <br /> dense,fine to coarse grained,some small gravel <br /> 20 <br /> 2-20-1 30/3.5" <br /> Boring completed at a depth of approximately <br /> 20.5 below existing site grade. <br /> 25 <br /> g� <br /> S <br /> a' <br /> LOG OF BORING B-2 PLATE <br /> K L E I N F E L D E R PROPOSED ASHTON PLACE SUBDIVISION , gt 3 <br /> H PETERS, CALIFORNIA <br /> Drafted By: GDG Project No.: 23197.GO1 5 <br /> Date: 2/9/2006 File Number: ST02G145 <br /> C,VM geMeed,Inc 20 <br />