Laserfiche WebLink
CONDOR EARTH G E OLOGIC L O G <br /> TECHNOLOGIES, INC. <br /> PROJECT NO.: 2136K DATE: 11/20/19 TD: 56.5' <br /> EB-8 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 /> PROJECT: Brown Sands Geologic Exploration DRILL EQUIP.: Mud Rotary 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 /> ~ Vj <br /> a. O O Z > z (- O O SOIL DESCRIPTION REMARKS CONSTRUCTION <br /> O O DIAGRAM <br /> O — <br /> QILL � Z ro0 W �. � J D <br /> n: <br /> 0 CL <br /> 5 <br /> 10 2 10'-11.5- LEAN CLAY, brown, <5% sand, <br /> 1 95% fines, medium toughness, medium <br /> 3 plasticity, no odor, no organics, moist; top 6" <br /> not recovered, slightly mottled <br /> 15 <br /> 20 <br /> II <br /> 25 push 25'-26.5' LEAN CLAY, brown, 10% fine sand, <br /> push 90% fines, no odor, no organics, wet; <br /> push approximately 25.5' gradational transition to <br /> lean clay with sand, sand increasing with depth <br /> push 30'-31.5' LEAN CLAY, brown, <5% sand, <br /> 30 z 95% fines, low to medium toughness, medium <br /> plasticity, no odor, no organics, wet; top 4.5" <br /> not recovered, toughness decreases with depth <br /> NOTES: <br /> PG . 1 OF 2 <br />