Laserfiche WebLink
Soil Boring Logs and Well Construction Details <br /> University of the Pacific <br /> 1081 W. Mendocino Avenue <br /> Stockton, California <br /> Shade internal indicates depth of soil sample recovered for laboratory analysts <br /> F- LOG OF SOIL BORING TP-20 <br /> Depth <br /> Notes Interval Soil Description <br /> (ft) <br /> See Boring Log TP-4 for subsurface conditions <br /> 11/16/01 0 to 3 <br /> Start 13 00 See Boring Log TP-4 for subsurface conditions <br /> 3 to 4 <br /> Logged by <br /> PBH See Baring Log TP-4 for subsurface conditions <br /> 4 to 8 <br /> See Boring Log TP-4 for subsurface conditions <br /> tc► 1 <br /> See Boring Log TP-4 for subsurface conditions <br /> � Depth to <br /> groundwater See Boring Log TP-4 for subsurface conditions <br /> while dulling r r 6 to 2 <br /> l r <br /> r r <br /> 17-19 feet r r <br /> r r <br /> r r <br /> r r <br /> r r <br /> r r See Boring Log TP-1 for subsurface conditions <br /> r 20 to 22 <br /> r r <br /> r r <br /> r Brown Clayey Silt [ML],moderate plasticity, medium sand in <br /> a to 2 5 lenses, saturated Sample taken at 22 5 to 23 feet <br /> f r <br /> r a 24 5 to 27 5 Brown/black Sand [SM],minor silt,well sorted sand, saturated <br /> f f 27 5 to 29 Brown sandy Clayey Silt[ML],very moist <br /> r r <br /> r r <br /> f f 29 to 31 Brown Silty Sand [SM], well sorted,occasional gravel,saturated <br /> f Brown Sandy Silt[ML],very stiff to hard,damp mottled gray <br /> f i 31 to 34 <br /> . r <br /> r r <br /> r r <br /> r r <br /> Groundwater r f Gray/black Sandy Silt[ML],very stiff to hard,dry, mottled <br /> sampled at 38 r ; <br /> feet r r 34 to 38 5 <br /> r r <br /> Bottom of r r <br /> r r <br /> bonng 385 r f <br /> feet r r <br /> r r <br />