Laserfiche WebLink
0 <br />5 <br />10 <br />15 <br />20 <br />25 <br />30 <br />DP-1-10 <br />DP-1-20 <br />DP-1-26 <br />DP-1-30 <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 OR SILT, dark brown, <br />10% sand, 90% medium strength fines, <br />medium plasticity, no odor, no organics, dry <br />10'-15' LEAN CLAY WITH SILT, medium <br />brown, 10% sand, 90% high strength fines, <br />medium plasticity, no odor, no organics, dry <br />14'-15' light gray <br />15'-30' LEAN CLAY WITH SILT, bluish <br />gray, 5% sand, 95% high strength fines, <br />medium plasticity, slight odor, no organics, <br />dry <br />30'-45' LEAN CLAY WITH SILT, bluish <br />brown, 5% sand, 95% medium strength fines, <br />medium plasticity, slight odor, moist <br />PID = 0.0 ppm <br />PID = 0.0 ppm <br />PID = 15 ppm <br />PID = 5.0 ppm <br />PID = 5.0 ppm <br />PID = 2.0 ppm <br />PID = 50 ppm <br />CONDOR EARTH G E O L O G I C L O GTECHNOLOGIES, INC. <br />DP-1 <br />PROJECT NO.:7454G DATE:9/22/22 TD:60' <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: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