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CONDOR EARTH F GEOLOGIC L O G <br /> TECHNOLOGIES, INC. <br /> PROJECT NO.: 2136K DATE: 11/15/19 TD: 613 <br /> EB-6 SURF. COND.: Soil ELEV: N/A ELEV. REF.: N/A <br /> CONDOR LOGGED BY: Z. Solow WELL CONSTRUCTION SPECS <br /> PROJECT: Brown Sands Geologic Exploration DRILL EQUIP.: Mud Rotary TOTAL CASING DEPTH: N/AFLUSH: N/A STICKUP: N/A <br /> CLIENT: Brown Sands, Inc. HAMMER WT./FALL: 140 lb/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 /> } v WELL <br /> W ^ x0 n <br /> wLL Z O D 0 z nQQ- 0 � SOIL DESCRIPTION REMARKS CONSTRUCTIOND <br /> O m0 0 K -1 7 <br /> K 0 <br /> 0 CL <br /> 5 <br /> 10 0 10'-I LY LEAN CLAY, brown, <5% sand, <br /> s95% fines, medium toughness, medium <br /> plasticity, no odor, no organics, moist <br /> 15 <br /> 20 0 20'-21.5' LEAN CLAY, brown, 10% sand, <br /> 3 90% fines, low toughness, high plasticity, no <br /> odor, no organics, wet <br /> 25 5 i4*4: .{ SP-SM 25'-26.5' POORLY GRADED SAND WITH Fine Sand <br /> 7 7 SILT, brown, 90% fine sand, 10% fines, no <br /> a.6[1r <br /> ' 'ri odor, no organics, wet; top 6" not recovered <br /> 30 0 CL 30'-31.5' LEAN CLAY, brown, <5% sand, <br /> 2 95% fines, low toughness, medium plasticity, <br /> no organics, wet; 2" silt stringer at <br /> NOTES: <br /> PG . 1 OF 2 <br />