Laserfiche WebLink
BORING LOG <br /> Project No Boring Diameter 8 5" Logged By <br /> KEI-P88-1013 Casing Diameter 2" D L CSG li:33 <br /> Project Name Well Cover Elevation Date Drilled <br /> Unocal S/S#5098 NIA 7/13194 <br /> 5606 Eacific Ave-, <br /> Boring No Drilling Hollow-stem Drilling Company <br /> MW14 Method Auger Woodward Drilling <br /> Penetration G W Depth Strati- <br /> blows/6" level (feet) graphy Description <br /> Samples USCS <br /> 0 <br /> A C Pavement over silt, sand and gravel (fill) <br /> clay,trace sand,stiff, moist, black <br /> CL <br /> 517110 5 RSilty <br /> _ Silt, estimated at 20-31%fine to coarse-grained sand, stiff to very stiff, <br /> — — moist,dark yellowish brown <br /> --— -------------------------- <br /> ML — __- <br /> 4/8/11 __Y_ Sandy silt,trace clay, sand is line to coarse-grained, stiff to very stiff, <br /> 10 —_— moist,dark yellowish brown <br /> --- ------------------------- <br /> 1,5 <br /> -----------ry-------- <br /> S•S <br /> r r r <br /> f•:` : Silty sand,estimated at 15% silt, sand is fine to predominantly <br /> SM s•:•:•: <br /> s',•;• s medium-grained, medium dense, moist,dark yellowish brown <br /> 9/16121 <br /> 15 <br /> SP Poorly graded sand,trace silt,sand is fine to medium-grained, dense, <br /> slightly moist,dark yellowish brown <br /> 10/18/2220 ML --_ Sandy silt,sand is line to coarse-grained, very stiff to hard, friable, <br /> moist,olive brown and grayish brown, mottled, stratified, micaceous <br /> mm <br /> Page I of 4 <br />