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Surface Conditions Asphalt <br /> Date Completed 4/18/2403 <br /> Groundwater Groundwater encountered at a depth of approximately 14 5 feet <br /> Logged By D Heard <br /> ' below existing site grade <br /> Total Depth 20 feet <br /> FIELD <br /> DESCRIPTION <br /> ao -37 <br /> t•- z E C <br /> m m = a <br /> y nCL h n a <br /> a E E o <br /> ' _oCn 00 EL <br /> E <br /> (CH)CLAY Dusky brown stiff no odor <br /> Hand <br /> Auger (ML)CLAYEY SILT-Moderate brown,stiff,moist,no odor,with fine <br /> ' grained sand <br /> 5 <br /> 1 <br /> ' (SM)SILTY SAND-Moderate brown,stiff, no odor moist <br /> 10 27311 <br /> (ML-CL)CLAYEY SILTISILTY CLAY-Moderate brown,very stiff,moist, <br /> no odor <br /> No recovery 10-12 5' <br /> 1 <br /> 15 <br /> (SM)SILTY SAND Moderate brown wet medium dense,no odor, <br /> ' <br /> some clay,fine_grainedsand_ __________ _ <br /> (S_P)SAND Brown wet_ medium_dense fine grained no odor _____ <br /> ' 20 ML CLAYEY SILT Moderate brown moist stiff,no odor <br /> BORING completed at a depth of approximately 20 feet below existing site <br /> grade <br /> ' 25 <br /> _P <br /> n <br /> 'a <br /> LOG OF BORING GP-22 PLATE <br /> 0 R4 K L E 1 N FELDER COUNTRY CLUB TRUNK SEWER PROJECT <br /> 1 of 1 <br /> o PERSHING SITE AREA <br /> STOCKTON, CALIFORNIA <br /> S Drafted By GDG Prosect No 28699 E01' 7/2112003 <br /> n _1 "'7 <br /> Y Date 7/2 112 0 0 3 File Number ST03G140 !'l <br /> COpyrypl Kleinleltler Inc 2003 <br />