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Soil Boring Log and Well Construction Details <br /> University of the Pacific <br /> 1081 W. Mendocino Avenue <br /> Stockton, California <br /> haded interval indicates depth of soil sample recovered for laboratory analysis <br /> LOG OF SOIL BORING MW-2 <br /> __- <br /> Notes Interval Soil Description <br /> (ft) - <br /> See Boring Log TP-4 for subsurface conditions <br /> 11/16/01 0 to 3 <br /> 5tart_11 30 See Boring Log TP-4 for subsurface conditions <br /> - =3=to=�#= <br /> Logged by See Boring Log TP-4 for subsurface conditions <br /> PBg 4 to 8 <br /> See Boring Log TP-4 for subsurface conditions <br /> �ry to 1� <br /> See Boring Log TP-4 for subsurface conditions <br /> 12 to�1 <br /> Depth to <br /> groundwater ti See Boring Log TP-4 for subsurface conditions <br /> while drilling t iG to4 <br /> 17-19 feet _ <br /> See Boring Log TP-1 for subsurface conditions <br /> 20 to 21 <br /> Brown Clayey Silt [ML],small amount of fine sand,saturated, <br /> 1 21 to 23 moderately plastic <br /> ti <br /> Brown Sandy Sett[MLI, very little clay,moist Soil sample taken <br /> L <br /> % 3 to"2 from 24 to 25 feet <br /> X25 to-27- -Brown Sandy Silt[ML];less must than at-24 to 25 feet,-some- <br /> mottling with dark brown and rust <br /> 27 to 28 -Gray/brown Sandy Silt[MLI,coarse,moist <br /> _Depth of _ ti _ _ _ Gray brown Clayey Silt[ML], small amount of fine sand,rust-- <br /> boring 31 feet ti $`to' 1 mottling,dense, moist Soil sample taken at 30 to 31 feet <br /> y <br /> 5 <br /> 5 <br /> 5 <br /> s <br />