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CONDOR EARTH GEOLOGIC L O G
<br /> TECHNOLOGIES, INC.
<br /> PROJECT NO.: 2136K DATE: l 1/18/19 TD: 56.5'
<br /> EB-7 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 N/A
<br /> PROJECT: FLUSH: N/A STICKUP:
<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: SAND INT.: N/A
<br /> V & W Drilling GW DEPTH: N/A BENT. INT.: N/A
<br /> C-57 NO.: 720904 HOLE DIA.: 5" GROUT WT.: N/A
<br /> }
<br /> w N W WELL
<br /> 1 ^ 0. 0 0 z > z (L OO O SOIL DESCRIPTION REMARKS CONSTRUCTION
<br /> W a z ro =O 0 D DIAGRAM
<br /> V K
<br /> 0 CL
<br /> 5 2 T-6.5' LEAN CLAY, brown, <5% sand, 95%
<br /> 3 fines, medium toughness, medium plasticity,
<br /> 4 no odor, no organics, moist; top 5" not
<br /> recovered
<br /> 10 push 10'-11.5' LEAN CLAY, brown, <5% sand,
<br /> 2 95% fines, low to medium toughness, medium
<br /> 2 plasticity, no odor, no organics, wet; top 3" not
<br /> recovered, toughness decreasing with depth
<br /> 15 push 15'-16.5' LEAN CLAY, brown, <5% sand,
<br /> push 95% fines, low to medium toughness, medium
<br /> push plasticity, no odor, no organics, wet; top 3" not
<br /> recovered, toughness decreasing with depth,
<br /> rootlets observed
<br /> 20 push 20'-21.5' LEAN CLAY, brown, <5% sand,
<br /> 3 95% fines, medium toughness, medium
<br /> plasticity, no odor, no organics, wet
<br /> 25 push 25'-26.5' LEAN CLAY, brown, <5% sand,
<br /> 3 95% fines, low toughness, low plasticity, no
<br /> t odor, no organics, wet; silty sand stringer(2")
<br /> at approximately 26'
<br /> 30 push 30'-31.5' LEAN CLAY, brown <5% sand,
<br /> push 95% fines, low toughness, medium plasticity,
<br /> no odor, no organics, wet; silt stringer(2") at
<br /> NOTES:
<br /> PG. 1 OF 2
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