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Surface Conditions: Asphalt roadway(north side of Village Avenue) Date Completed: 511712005 <br /> ' <br /> Groundwater. Groundwater encountered at a depth of approximately 9 feet below existing Logged By. PJL <br /> site grade. Total Depth: 21 feet <br /> Method: Hollow Stem Auger Boring Diameter: 10 Inches <br /> ' Equipment Woodward MD B-61 <br /> REM <br /> ' m Z E <br /> J <br /> m m d V <br /> n o. 3 n n DESCRIPTION Well <br /> a E E o p @ <br /> O rn m m a U' Const. <br /> ' (FILL)GRAVELLY CLAY FILL-Dark brown,moist <br /> (CL)SANDY CLAY-Olive,moist stiff <br /> 5 _ <br /> ' 15 (CL)CLAY-Ofve-brown,moist,stiff,lean <br /> 29 <br /> 10 With gravel lenses <br /> ' 21 <br /> 10 10 (ML)SANDY SILT-Mottled olive-brown and dark bmm,wet,stiff, <br /> ' 32 mica present <br /> 16 (S6n SILTY SAND-Mottled olive,dark broom,wet,medium dense <br /> 1 27 _ —_ __ _ <br /> 32 " '.': (SP)SAND-Mottled dive,dark brown to black,wet dense,organic <br /> material,poody graded <br /> i30 <br /> 5 Appearance of I=oxidation <br /> ' 5 <br /> 24 Increase in slit <br /> ' 25 (SP) <br /> rb'gradeSAND-Light dive-brawn,wet medium dense,free grained——— <br /> Pood <br /> 1 M. <br /> 20 <br /> Boring completed at a depth of approximately 21 feet baby existing <br /> site grade.4-Inch monitoring well,flush well vault installed. <br /> 25 <br /> N <br /> m LOG OF BORING MWM-16 PLATE <br /> MOSSDALQk4KLEINFELDER L , VILLAGE CALIFORNIA <br /> wATHROATHROP1gf1 <br /> ' <br /> R Drafted By: G.GOMEZ Prof No.: 20-4099-04.E02 A-17 <br /> a Date: 8123/2005 File Number. ST05G116 <br /> N <br /> 1 Lay+lyn pemfNCN,Inc fi01 <br />