Laserfiche WebLink
Equipment Mobile B-57 <br /> Well Construction <br /> Summary a L a Land Surface 100 feet± Date 5/31/90 <br /> F0 o o Elevation <br /> 0 <br /> 10°•17' __- BROWN SILT (ML) very stiff, moist; trace clay, very fine <br /> sand, and organics. <br /> 23 --_- <br /> LIGHT BROWN SANDY SILT (ML) very stiff, moist; very <br /> 5.0' 5 -_ fine sand, trace clay. <br /> 26 -- <br /> 7.0' --- <br /> 22 -_-- <br /> 10 GRAYISH BROWN SILTY SAND (SM) medium dense, <br /> -Z 88.85' 22 :, : moist; very fine grained. <br /> r== BROWN CLAYEY SILT (ML) medium stiff, moist; trace <br /> g very fine sand. <br /> --_—_- <br /> 7 GRAY SILTY CLAY (CL) medium stiff, moist; trace very <br /> fine sand. <br /> GRAY SANDY SILT(ML) stiff, saturated; very fine <br /> 1 s.o' 11 yY � grained sand. <br /> GRAY SILTY SAND (SM) medium dense, saturated; <br /> 20T very fine to fine grained. <br /> 21.5' 20 <br /> Boring terminated at approximately 21.5 feet bgs on <br /> 5/31/90. <br /> 25 Groundwater encountered at approximately 16 feet <br /> bgs during drilling. <br /> 30- <br /> 35- <br /> 401 <br /> 0354p <br /> Applied Geotechnology Inc. Log of Boring PW-2 11-ATE <br /> Geotechnical Engineering <br /> Geology&Hydrogeolagy 1433 Tillie Lewis Drive <br /> Stockton, California <br /> C4- <br /> JOB NUMBER DRAWN APPROVED DATE REVISED DATE <br /> 14,937.039 SES 21 June 90 <br />