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03/06/2006 13:25 FAX fdj014/041 <br /> Surface Conditions: Uneven-dry weeds Date Cwnplefed.- 9/3012002 <br /> Groundwater-- No free moundwalar encountered Logged By. MY <br /> Total Depth: 20.5 feet <br /> Mathod' Solid SW Auger Boring Diameter. 4 Inch" <br /> Eq ui ment: Simco 2400,Truk Mounted Ddu Rig <br /> FIELD LABORATORY <br /> o _ <br /> _ s <br /> g E E 5 m <br /> m e 2 -4 -3 s .6 <br /> g m— 3 o y m:ew P <br /> o o �` Z,m� o�p Q m w e �m ego DESCRIPTION <br /> o w w m 4L�C 08 a a$aO OF CD <br /> •, (lil SANDY SILT-Light brown,dry.fine <br /> IVfire mad CLAY Light brown,slightly moist, <br /> 9 a4 <br /> (32 CLAYEY SAND-L�tram,moist <br /> 4-2.1 26 114 10 medium dense,fine to worse grained <br /> 5 ' <br /> 45-1 14 109 10 <br /> Some small gravel __ ———J <br /> 10 dine grained,medium den_ae <br /> 4-10.1 21 ___ <br /> Light gf2y-drown,inae¢se in day&ten <br /> I • <br /> SANDYCLAY-Light gray-bnvn,mdst <br /> ne grained <br /> 15 CL)SANDY CLAY-Light gray,mdsC ne 7 <br /> 4-151 3416' ;, <br /> GRAVELLY SAND-Light brown,moist <br /> gip-; cemented.fine to coarse gained <br /> (SC CLOkYEY SAND-Light brown.moist, _ <br /> medlum dense,fine to coarse grained,some <br /> small gravel <br /> ($M� o <br /> SILTY SAND-Light brvwn,moist, <br /> medium dense,fine to arse grand,some <br /> m small gravel <br /> 4-20.1 31/6' (SG)CLAYtY M brown.SAND-Ugown.moil <br /> ium dense,fine 10 o0arse grained,some <br /> Boring uwmpleted at a dept's of appro>omatey <br /> 20.5 fees below ewsting site grade. <br /> gm <br /> LOG OF BORING BA 7F'L�TEMKLEINFELDER PROPOSED ASHTON PLACE SUBDIVISIONPETERS,CALIFORNIA <br /> $ Drafted By: GDG Project No.: 23197.GD1 <br /> Dam: 2/32006 Rio Number. ST02G145 <br /> QOPAelppnbbr.K.IRV <br />