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0
<br />5
<br />10
<br />15
<br />20
<br />25
<br />30
<br />DP-7-10
<br />DP-7-20
<br />DP-7-30
<br />CL-ML 0-5' SANDY LEAN CLAY WITH SILT, light
<br />brown, 30% sand, 70% low strength fines, no
<br />plasticity, no odor, no organics, dry
<br />5'-10' LEAN CLAY WITH SILT, light to
<br />medium brown, 10% sand, 90% medium
<br />strength fines, medium plasticity, slight odor,
<br />no organics, dry
<br />10'-15' LEAN CLAY WITH SILT, medium
<br />brown, 15% sand, 85% low strength fines, low
<br />plasticity, slight odor, no organics, moist
<br />15'-20' LEAN CLAY WITH SILT, medium
<br />brown, 5% sand, 95% medium strength fines,
<br />medium plasticity, slight odor, no organics,
<br />moist
<br />20'-25' LEAN CLAY WITH SILT, medium
<br />brown, 10% sand, 90% medium strength fines,
<br />medium plasticity, no odor, no organics,
<br />moist; sand at 24' to clay at 25'
<br />25'-30' LEAN CLAY WITH SILT, medium
<br />brown, 5% sand, 95% medium strength fines,
<br />medium plasticity, no odor, no organics, moist
<br />30'-35' LEAN CLAY WITH SILT, medium
<br />brown, 10% sand, 90% fines, no odor, no
<br />organics, wet; sand at 32'-34'
<br />PID = 0.0 ppm
<br />PID = 0.0 ppm
<br />PID = 0.0 ppm
<br />PID = 0.0 ppm
<br />PID = 0.0 ppm
<br />PID = 0.0 ppm
<br />PID = 0.0 ppm
<br />CONDOR EARTH G E O L O G I C L O GTECHNOLOGIES, INC.
<br />DP-7
<br />PROJECT NO.:7454G DATE:9/22/22 TD:45'
<br />SURF. COND.:Soil ELEV: ELEV. REF.:
<br />LOGGED BY:L. Castle WELL CONSTRUCTION SPECS
<br />TOTAL CASING DEPTH:PROJECT:Sutter Street Phase II ESA DRILL EQUIP.:Direct Push FLUSH: STICKUP:
<br />CASING DIA.: TYPE:CLIENT:SJC Office of Education HAMMER WT./FALL:N/A
<br />SLOT SZ.: SAND SZ.:LOCATION:206 Sutter Sreet, Stockton, CA HAMMER TYPE:N/A SCREEN INT.:
<br />SAND INT.:DRILLER:Confluence Technical GW DEPTH:Estimated at 22' bgs
<br />BENT. INT.:
<br />C-57 NO.:1035255 HOLE DIA.:2.25"GROUT INT.:
<br />NOTES:
<br />PG. 1 OFDEPTH(FT.)SAMPLENO.BLOWCOUNTSRECOVERY(IN.)GRAPHICLOGUSCSSOIL DESCRIPTION REMARKS
<br />WELL
<br />CONSTRUCTION
<br />DIAGRAM
<br />2
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