Laserfiche WebLink
GRAPW� GEOTECHNICAL BOW]"'r LOG PAGE-J- OF <br />:LIENT Mont ome Ward PROJECT NO . 1231 DRILL HOLE MW-1 <br /> E LOCATION 5400 Pacific Avenue Stockton California <br /> NG CO Layne-Western Corp _ TYPE OF RIG CME-95 <br /> NG METHOD/EQUIPMENT Contin Flight HSA HOLE DIAMETER 12" <br /> IVE WEIGHTIHEIGHT OF DROP 140#30" drop REFERENCE OR DATUM Ground Level <br /> START DATE 2124193 COMPLETION DATE 2126193 <br /> z <br /> DESCRIPTION <br /> o <br /> Lo <br /> >z �w <br /> �❑ l�fallawmg arder, f.ITHOLOGY,.00larw wain size, sorting, ars9uA0ni;1j� <br /> ups Qct C9 ;''c} per ¢ ¢ � fcsails,cgnsislancy,w$i�riasg <br /> moo ¢DC7 —3u+ � ow zJr <br /> O <br /> ML 3" thick asphalt pavement <br /> NATURALGROUND <br /> 3"-5 5' SILT, light brown, slightly porous, moist, slightly <br /> dense <br /> 9 905 13 6 <br /> 5 11 <br /> 12 <br /> 75 7 5 5'-10 5' SILT, light brown to brown, slightly moist, <br /> 10 930 13 slightly dense <br /> 42 <br /> 4 948 12 1 10 5'-15 5' SILT, light brown, slightly mottled light grayish <br /> 15 10 brown, trace clay, slightly moist, slightly dense <br /> 12 <br /> 5 1009 109 15 5'-20 5' SILT, light brown, trace clay, moist, slightly <br /> 20 20 d ense <br /> 29 <br /> 4 9 20 5'-25 5' SILT, light reddish brown, mottled light grayish <br /> 25 10 1025 15 brown and very, dark brown, trace clay, slightly porous, <br /> 17 trace mica, moist, dense <br /> 41040 43 5 25 5'-30 5' SILT, light reddish brown, mottled very light <br /> 12 305 gray, trace clay, moist, dense <br /> -- 18 SM <br /> Continued Next Page <br /> NOTES <br /> �oring was drilled adjacent to the sewer line and former USTs location <br /> INC DOTE This Boring Log Represents Conditions Only at Time and Location <br /> ENVIRONMENTAL AUDIT <br /> Indicated Subsurface conditions May Differ at Other Locations <br /> and Times <br /> LOGGED BY JLA DATE 2124193 APPROVED BY FSM RG # 4248 <br />