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CONDOR EARTH GEOLOGIC L O G <br /> TECHNOLOGIES, INC. <br /> PROJECT NO.: 2136K DATE: 11/19/19 TD: 56.5' <br /> EB-g 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 /> V & W& W Drilling GW DEPTH: N/A SAND INT.: N/A <br /> DRILLER: BENT. INT.: N/A <br /> C-57 NO.: 720904 HOLE DIA.: 5" GROUT INT.: N/A <br /> r U <br /> x � 3 w x 0 n WELL <br /> j <br /> a LL (L OZ O o z - O n 0 SOIL DESCRIPTION REMARKS CONSTRUCTION <br /> WQ " Co U w O DIAGRAM <br /> 0 CL <br /> 5 <br /> 10 2 10'-1 1.5' SANDY CLAY, brown, 20% fine <br /> S sand, 80% fines, low toughness, low plasticity, <br /> no odor, organics, moist; lean clay observed <br /> in top 2" of sample, rootlets observed <br /> 15 <br /> 20 <br /> 25 0 25'-26.5' LEAN CLAY, brown, 10% sand, <br /> 3 90% fines, medium toughness, medium <br /> plasticity, no odor, no organics, wet; silty sand <br /> stringer (2") with cobbles at approximately 26' <br /> 30 0 30'-31.5' LEAN CLAY, brown, <5% sand, <br /> 3 95% fines, medium toughness, medium <br /> plasticity, no odor, no organics, wet; slightly <br /> NOTES: <br /> PG . 1 OF 2 <br />