|
with Cement
<br />Grout
<br />15
<br />SILTY SAND (SM) FILL with gravel and trace clay: Brown (10YR 4/3), tine
<br />grained sand, fine grained gravel, angular broken rock, moist, mottled appearance.
<br />(10,65,10,5)
<br />C
<br />As above - no gravel, uniform structure indicates native.
<br />SILTY CLAY (CL) with fine grained sand: L
<br />very stiff, moist, medium plasticity.. (0,10,25,65)
<br />SANDY SILT (ML) with clay. Dark Ureemso e:
<br />sand, very stiff, moist, low plasticity. (0,35,55,10)
<br />A
<br />14
<br />yes to _ J
<br />SILTY CLAY (CL) with trace Me grained sand: Dark Greenish Gray (SGY
<br />4/1), stiff, moist, medium plasticity, moderate hydrocarbon odor. (0,5,40,55) 4
<br />33
<br />SB -2
<br />@14
<br />SB -2
<br />@20
<br />.
<br />The substrata descriptions above are generalized representations and bawd upon ai differ nual classification a cuttings and/or samples
<br />obtained during drilling. Predominant material types shown on the ca log may contain different materials and the change from one
<br />predominant material type to another could be different than indicated Descriptions on this log apply only at the specific location at the
<br />time of drilling and may not be representative of subsurface conditions at other locations or times.
<br />Prgcct No. 077.41991.017
<br />Date August 2000
<br />Log of Boring
<br />Figure
<br />92033.GPI
<br />LAG OF BOREHOLE (sheet 1 of 4)
<br />SECOR
<br />Irnematjo d Incorporated
<br />Project Nwnx::
<br />JChevron9-2033
<br />MedxxVFquipuk:ne
<br />By:
<br />Ddw Driltut:
<br />Drilling Cut tractor
<br />Sampling
<br />08 W. Charter Way, Stockton, CSce"Legend
<br />Uirect Push
<br />C. 111elancon8/3lJ/00
<br />W langi' for
<br />Bring
<br />Surface
<br />Gmundwater DetAll (ft.):
<br />De{ t>t (ft.):DIve
<br />sampling urcdaxl,
<br />Dial1L(in.):
<br />Elcv.(fl):
<br />Y 45.5 First Encounteredclassifications
<br />and laboratory
<br />2•inch
<br />NAT
<br />20 Stabilized
<br />85.0NAm<dnodsg
<br />VBonoggat
<br />tloring
<br />a
<br />Description
<br />Abandonment
<br />n
<br />with Cement
<br />Grout
<br />15
<br />SILTY SAND (SM) FILL with gravel and trace clay: Brown (10YR 4/3), tine
<br />grained sand, fine grained gravel, angular broken rock, moist, mottled appearance.
<br />(10,65,10,5)
<br />C
<br />As above - no gravel, uniform structure indicates native.
<br />SILTY CLAY (CL) with fine grained sand: L
<br />very stiff, moist, medium plasticity.. (0,10,25,65)
<br />SANDY SILT (ML) with clay. Dark Ureemso e:
<br />sand, very stiff, moist, low plasticity. (0,35,55,10)
<br />A
<br />14
<br />yes to _ J
<br />SILTY CLAY (CL) with trace Me grained sand: Dark Greenish Gray (SGY
<br />4/1), stiff, moist, medium plasticity, moderate hydrocarbon odor. (0,5,40,55) 4
<br />33
<br />SB -2
<br />@14
<br />SB -2
<br />@20
<br />.
<br />The substrata descriptions above are generalized representations and bawd upon ai differ nual classification a cuttings and/or samples
<br />obtained during drilling. Predominant material types shown on the ca log may contain different materials and the change from one
<br />predominant material type to another could be different than indicated Descriptions on this log apply only at the specific location at the
<br />time of drilling and may not be representative of subsurface conditions at other locations or times.
<br />Prgcct No. 077.41991.017
<br />Date August 2000
<br />Log of Boring
<br />Figure
<br />92033.GPI
<br />LAG OF BOREHOLE (sheet 1 of 4)
<br />
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