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CONDOR EARTH GEOLOGIC L O G <br /> TECHNOLOGIES, INC. F <br /> PROJECT NO.: 2136K DATE: 11/14/19 TD: 56.5' <br /> EB-5 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: 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 /> W WELL <br /> x <br /> z W 2E U, <br /> a F a O O j z a 0 N SOIL DESCRIPTION REMARKS CONSTRUCTION <br /> W LL ¢ z' m O OU " ga n DIAGRAM <br /> U U U WW 0 <br /> Ix I <br /> 0 CL <br /> 5 <br /> t 0 0 10'-1 LY LEAN CLAY, brown, <5% sand, <br /> 0 95% fines, medium toughness, medium <br /> plasticity, no odor, some organics (black <br /> spotted coloration), moist <br /> 15 <br /> 20 0 20'-21.5' LEAN CLAY, brown, <5% sand, <br /> 0 95% fines, medium toughness, medium <br /> plasticity, no odor, some organics (black <br /> spotted coloration), moist, rootlets present <br /> 25 0 25'-26.5' LEAN CLAY, brown, <5% sand, <br /> 1 95% fines, medium toughness, medium <br /> plasticity, no odor, no organics, wet; <br /> 26.1'-26.5' clayey sand, 25% fines, 75% sand <br /> -------------- <br /> 30 4 ML 30'-31.5' SANDY SILT, brown, 20% fine sand <br /> 4 with some coarse grains, 80% fines, no odor, <br /> 4 <br /> no organics, wet; top 8.5" not recovered <br /> NOTES: <br /> PG . 1 OF 2 <br />