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CONDOR EARTH GEOLOGIC L O G <br /> %TECHNOLOGIES, INC. F <br /> PROJECT NO.: 2136K DATE: 11/18/19 TD: 61.5' <br /> EB-3 SURF. COND.: Soil ELEV: N/A ELEV. REF.: N/A <br /> CONDOR' LOGGED BY: Z. Solow WELL CONSTRUCTION SPECS <br /> TOTAL CASING DEPTH: N/A <br /> Mud Rotary <br /> PROJECT: Brown Sands Geologic Exploration DRILL EQUIP.: FLUSH: N/A STICKUP: N/A <br /> CLIENT: Brown Sands, Inc. HAMMER Wr./FALL: 140 Ib/30" CASING DIA.: N/A TYPE: N/A <br /> SLOT SZ.: N/A SAND SZ.: N/A <br /> LOCATION: 800 Mossdale Road, Lathrop HAMMER TYPE: SPT SCREEN INT.: N/A <br /> DRILLER: V & W Drilling GW DEPTH: N/A SAND INT.: N/A <br /> BENT. INT.: N/A <br /> C-57 NO.: 720904 HOLE DIA.: 5" GROUT INT.: N/A <br /> } U <br /> w WELL <br /> a H a 0 O Z > z a 00 O SOIL DESCRIPTION REMARKS CONSTRUCTION <br /> w ¢ Z m 0 0 0 c' QQ D DIAGRAM <br /> 0 0 0 W K <br /> 0 CL <br /> 5 <br /> 10 2 10'-1 1.5' LEAN CLAY, brown, <5% sand, <br /> 3 95% fines, high toughness, medium plasticity, <br /> 6 no odor, no organics, moist; top 6" not <br /> recovered <br /> 15 <br /> 2U push 20'-21.5' LEAN CLAY, brown, <5% sand, <br /> push 95% fines, low toughness, medium plasticity, <br /> push no odor, no organics, wet <br /> 25 push 25'-26.5' LEAN CLAY, brown, <5% sand, <br /> 2 95% fines, low toughness, medium plasticity, <br /> 2 no odor, no organics, wet; 2" silt stringers <br /> noted at approximately 25' and 26' <br /> 30 push 30'-31.5' LEAN CLAY, brown, <5% sand, <br /> 2 95% fines, low toughness, medium plasticity, <br /> 1 no odor, no organics, wet; 2" silt stringer at <br /> NOTES: <br /> PG. 1 OF 2 <br />