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0 <br />5 <br />10 <br />15 <br />20 <br />25 <br />30 <br />DP-3-10 <br />DP-3-20 <br />DP-3-30 <br />CL-ML 0-5' SANDY LEAN CLAY, light brown, 30% <br />sand, 70% low strength fines, no plasticity, no <br />odor, no organics, dry <br />5'-15' LEAN CLAY WITH SILT, dark brown, <br />10% sand, 90% medium strength fines, lo <br />plasticity, no odor, no organics, dry <br />15'-20' LEAN CLAY WITH SILT, medium <br />brown, 5% sand, 95% low strength plasticity, <br />moist, minor 2" gravel at 15' <br />20'-25' LEAN CLAY WITH SILT, medium <br />brown, 5% sand, 95% low strength plasticity, <br />moist, no odor, no organics, moist <br />25'-30' LEAN CLAY WITH SILT, bluish <br />brown, 10% sand, 90% low strength plasticity, <br />low plasticity, no odor, no organics, wet <br />30'-35' LEAN CLAY WITH SILT, medium <br />brown, 5% sand, 95% low strength fines, low <br />plasticity, no odor, no organics, wet; wet at <br />PID 0.0 ppm <br />PID = 0.0 ppm <br />PID = 0.0 ppm <br />PID = 0.0 ppm <br />PID = 1.2 ppm <br />PID = 2.2 ppm <br />PID = 2.3 ppm <br />CONDOR EARTH G E O L O G I C L O GTECHNOLOGIES, INC. <br />DP-3 <br />PROJECT NO.:7454G DATE:9/23/22 TD:35' <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 Street, Stockton, CA HAMMER TYPE:N/A SCREEN INT.: <br />SAND INT.:DRILLER:Confluence Technical GW DEPTH:Measured at 19.01' 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