Laserfiche WebLink
BORING LOG <br /> Project No. Boring& Casing Diameter Logged By <br /> KEl-P91-0202 9'' 2" W.W. �G <br /> Project Name Unocal Well Cover Elevation Date Drilled <br /> Lodi.Kellleman Lane 12/16191 <br /> Boring No. Drilling Hollow-stem Drilling Company <br /> MNVS Method Auger West Hazmat <br /> Penetration G.M'. Depth Strati- <br /> blows/6" level (feet) graphs Description <br /> Samples USCS <br /> 0 <br /> Asphalt pavement over sand and gravel base. <br /> Silt sand with gravel to 314" diameter,estimated at <br /> 2017(-sill,dark yellowish brown. <br /> :•f�f-•1.•f <br /> 'f.'f.•f.°f <br /> :=f rf °f •f <br /> M <br /> 6/7/9 5 Silty sand,estimated at 25 to 30%silt,micaceous, <br /> moist,medium dense,dark yellowish brown. <br /> ::,-:f:•f:•f <br /> :�f:1:•f.'f <br /> ------------------ <br /> :'S <br /> Well graded sand,trace silt,micaceous,moist,medium <br /> -- dense,dark yellowish brow. <br /> 1018/8 10 <br /> SW <br /> 9/4114 <br /> 15 Sand as above,dark yellowish brown. <br /> Sand as above,except color change to pale brown. <br /> 7112/17 Well graded sand as above,trace gravel to 1/2"diameter, <br /> 20 moist,medium dense,very pale brown. <br /> Page I of 4 <br />