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CONDOR EARTH GEOLOGIC L O G <br /> TECHNOLOGIES, INC. <br /> PROJECT NO.: 2136K DATE: 11/19/19 TD: 61.5' <br /> It EB-10 SURF. COND.: Soil ELEV: N/A ELEV. REF.: N/A <br /> CONDOR' LOGGED BY: Z. Solow WELL CONSTRUCTION SPECS <br /> Brown Sands Geologic Exploration DRILL EQUIP.: Mud Rotary TOTAL CASING DEPTH: N/A <br /> PROJECT: FLUSH: N/A STICKUP: N/A <br /> CLIENT: Brown Sands Inc. HAMMER WT./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: SFT SCREEN INT.: N/A <br /> V & 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 <br /> w p W U WELL <br /> a o. O O z o z a 0 N SOIL DESCRIPTION REMARKS CONSTRUCTION <br /> wo z m 0 L) gn. D DIAGRAM <br /> W <br /> 0 CL <br /> 5 <br /> 10 2 10'-11.5' SANDY CLAY, brown, 20% fine <br /> Isand, 80% fines, low toughness, low plasticity, <br /> no odor, no organics, moist <br /> 15 <br /> 20 <br /> 25 3 SM 25'-26.5' SILTY SAND, brown, 80% fine Fine Sand <br /> 2 sand, 20% fines, no odor, no organics, wet; <br /> lean clay contact at approximately 26' <br /> 30 0 CL 30'-31.5' LEAN CLAY, gray, <5% sand, 95% <br /> 0 3 fines, low toughness, medium plasticity, no <br /> odor, no organics, wet; bottom 4" clayey sand <br /> NOTES: <br /> PG. 1 OF 2 <br />