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CONDOR EARTH GEOLOGIC L O G
<br /> TECHNOLOGIES, INC. F
<br /> PROJECT NO.: 2136K DATE: 11/14/19 TD: 66.5'
<br /> EB-1 SURF. COND.: Soil ELEV: N/A ELEV. REF.: N/A
<br /> CONDOR'
<br /> LOGGED BY: Z. Solow WELL CONSTRUCTION SPECS
<br /> PROJECT: Brown Sands Geologic Exploration DRILL EQUIP.: Mud Rotary TOTAL CASING DEPTH: N/A
<br /> 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 /> } O
<br /> � � IN- w „ WELL
<br /> wZ O j z a 0 SOIL DESCRIPTION REMARKS CONSTRUCTION
<br /> p m O w " DIAGRAM
<br /> a:
<br /> CL 5-push 5'-6.5' LEAN CLAY, brown, <5% sand, 95%
<br /> 2 fines, medium toughness, medium plasticity,
<br /> 4
<br /> no odor, no organics, moist
<br /> 10 push 10'-11.5- LEAN CLAY, brown, <5% sand,
<br /> 2 95% fines, medium toughness, medium
<br /> plasticity, no odor, no organics, moist
<br /> 15
<br /> 1 ML 16'-20.5' SILT WITH SAND AND CLAY,
<br /> 2 brown, 20% sand, 80% fines, medium
<br /> 3
<br /> plasticity, no odor, no organics, wet
<br /> 20
<br /> CL 20.5'-21.5' LEAN CLAY, brown, <50/o sand,
<br /> 3 95% fines, low toughness, medium plasticity,
<br /> no odor, no organics, wet, mottled at
<br /> approximately 21'
<br /> 25 0 25'-26.5' LEAN CLAY, brown, 10% sand,
<br /> 0 90% fines, low toughness, medium plasticity,
<br /> no odor, organics, wet, soft and mottled until
<br /> stiffening at approximately 26'
<br /> 30 0 30'-31.5' LEAN CLAY, brown, 5% sand, 95%
<br /> 0 fines, low toughness, medium plasticity, no
<br /> 0 odor, organics, wet, rootlets observed
<br /> r
<br /> TES:
<br /> PG . 1 OF 2
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