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v <br /> Surface Conditions: Uneven pasture Date Completed: 9/30/2002 <br /> Groundwater. No free groundwater encountered. <br /> Logged By: JMY <br /> Total Depth: 20.9 <br /> Method: Solid Stem Auger 4 Inches <br /> Simco 2400,Truck Mounted Drill RigBoring Diameter. <br /> Equipment: <br /> FIELD LABORATORY <br /> p x o <br /> p m Ua_ a Y c o (� <br /> EO yc J4. U <br /> n EE yc5 c c !'c » m a).�.o t m m DESCRIPTION <br /> 0 m 0) m <br /> 0-M-4 00 28 —1 (L (L a OH 0 <br /> (ML)SANDY SILT-Light brown,moist,fine <br /> grained <br /> CL SANDY CLAY-Brown moist fine grained <br /> (ML)CLAYEY SILT-Light brown slightly <br /> moist,cemented,some fine sand <br /> 3-2-1 48 30 10 Light orange brown,hard <br /> fCL)SANDY CLAY-Light orange brown,moist, <br /> 5 fifine grained <br /> (SC)CLAYEY SAND-Light brown,moist, <br /> 3-5-1 19 medium dense,fine grained <br /> (CL)SANDY CLAY-Brown,moist,fine grained <br /> --------------------- <br /> ray brown <br /> 10 <br /> 3-10-1 34/6" (ML)SANDY SILT-Light gray-brown,moist. <br /> hard,fine grained,trace Gay <br /> some fne sand Y-Light gray-brown,moist, <br /> fine <br /> CLAYEY SAND-Brown,moist,dense, <br /> 15 ffine to coarse grained <br /> ---------------------- <br /> 3-15-1 47 Light brown,dense <br /> (SM)SILTY SAND-Light brown,moist,fine <br /> grained <br /> 20 (S"GRAVELLY SAND-Light brown,moist, <br /> 3-20-1 30/4" very dense,fine to coarse grained <br /> Boring completed at a depth of approximately <br /> 20.9 below existing site grade. <br /> 25 <br /> 'a <br /> LOG OF BORING B-3 PLATE <br /> k" K L E I N F E L D E R PROPOSED ASHTON PLACE SUBDIVISION z Of 3 <br /> h PETERS, CALIFORNIA <br /> R Drafted By: GDG Project No.: 23197.G01 5 <br /> Date: 2/9/2006 File Number: ST02G145 <br /> C.P'tMp WM ..Mc.3 <br />