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CONDOR EARTH GEOLOGIC L O G <br /> TECHNOLOGIES, INC. <br /> PROJECT NO.: 2136M DATE: 11/13/2023 TD: 60' <br /> CONDOR' E B- SURF. COND.: Soil ELEV: N/A ELEV. REF.: N/A <br /> LOGGED BY: L. Castle WELL CONSTRUCTION SPECS <br /> PROJECT: Brown Sands Geologic Exploration DRILL EQUIP.: Mud Rotary TOTAL CASING DEPTH: <br /> FLUSH: STICKUP: <br /> CLIENT: Brown Sands, Inc. HAMMER WT./FALL: 140 lb/30" CASING DIA.: TYPE: <br /> LOCATION: 800 Mossdale Road, Lathrop HAMMER TYPE: SPT SLOT SZ.: SAND SZ.: <br /> SCREEN INT.: <br /> DRILLER: V&W Drilling GW DEPTH: N/A SAND INT.: <br /> BENT. INT.: <br /> C-57 NO.: 720904 HOLE DIA.: 3•5" GROUT INT.: <br /> a Z j = CD cn WELL <br /> w F- CL z O ? Q O 0 SOIL DESCRIPTION REMARKS CONSTRUCTION <br /> p < m O L) " Of Z) DIAGRAM <br /> LU <br /> 0 CL LEAN CLAY <br /> 5 <br /> 10 <br /> 15 <br /> EB-18,20 LEAN CLAY, greenish gray, low toughness, <br /> 20 low plasticity <br /> EB-18,25 2 CL-ML SILTY CLAY, greenish gray, low toughness, <br /> 25 7 <br /> 9 low plasticity <br /> SP POORLY GRADED SAND <br /> EB-18, 30 4 POORLY GRADED SAND, olive gray, 100% <br /> 30 7fine poorly graded sand,with mica <br /> 15 <br /> NOTES: <br /> PG. 1 OF 2 <br />