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CONDOR EARTH G E O L O G I C L O G <br /> TECHNOLOGIES, INC. <br /> PROJECT NO.: 2136K DATE: 11/15/19 TD: 61.5' <br /> EB-2 SURF. COND.: Soil ELEV: N/A ELEV. REF.: N/A <br /> CONDOR' WELL CONSTRUCTION SPECS <br /> LOGGED BY: Z• S010w <br /> Brown Sands Geologic Exploration DRILL EQUIP.: Mud Rotary TOTAL CASING DEPTH: NSA <br /> PROJECT: FLUSH: NSA STICKUP: NSA <br /> CLIENT: Brown Sands Inc. HAMMER WT./FALL: 140 lb/30" CASING DIA.: NIA TYPE: NSA <br /> SLOT SZ.: NlA SAND SZ.: NIA <br /> LOCATION: 800 Mossdale Road, Lathrop HAMMER TYPE: SPT SCREEN INT.: NIA <br /> DRILLER: V & W Drilling GW DEPTH: N/A SAND INT.: NSA <br /> BENT. INT.: NSA <br /> C-57 NO.: 720904 HOLE DIA.: 5" GROUT INT.: NSA <br /> W v WELL <br /> J x V­_ W A <br /> a LL Z O z a 0 y SOIL DESCRIPTION REMARKS CONSTRUCTION <br /> a y m 0 w �- DIAGRAM <br /> n: <br /> CL <br /> �15 <br /> 1 IV-1 1.5' LEAN CLAY, brown, <10% sand, <br /> 90% fines, low toughness, medium plasticity, <br /> no odor, no organics, wet; top 4" not <br /> recovered, clayey sand stringer(2") at <br /> approximately I V <br /> 15 <br /> 20 0 20'-26' LEAN CLAY, brown, <5% sand, 95% <br /> 2 fines, low toughness, high plasticity, no odor, <br /> 2 no organics, wet <br /> 25 <br /> 1 " SW 26-26.5' WELL GRADED SAND, brown/ Fine-Medium <br /> 9 <br /> 10 gray, 95% fine to medium sand, 5% fines, no <br /> odor, no organics, wet; top 3.5" not recovered <br /> 30 3 ML 30'-3l' SILT, brown, 10% sand, 90% fines, <br /> 4 SW low toughness, no plasticity, no odor, no <br /> 9 <br /> Am panics, wet to 6" not recovered <br /> NOTES: <br /> PG . 1 OF 2 <br />