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—'FSOIL BORING LOG AND MONITORING WELL COMPLETION DETAILS Monitoring Well RW-1
<br /> Protect Name Frank's One Stop Protect Location 2072 W Yosemite Ave, Manteca, CA Page i of 1
<br /> Driller Gregg Drilling, Martinez, CA Type of Rig Hollow-Stem Auger I Size of Drill 8 0" Diameter
<br /> Logged By Robert E Kitay, R G Date Drilled September 15, 2000 Checked By Robert E Kitay, R G
<br /> WATER AND WELL DATA Total Depth of Well Completed 19 0'
<br /> Depth of Water First Encountered 12' Well Screen Type and Diameter 2" Diameter PVC Casing
<br /> Static Depth of Water in Well NA Well Screen Slot Size 0 020"
<br /> Total Depth of Boring 20 0' Type and Size of Soil Sampler 2 0" 1 D Split-Barrel Sampler
<br /> Sol ROCK SAMPLE DATA -�
<br /> y m DESCRIPTION OF UTHOLOGY
<br /> U_
<br /> o 0 E ' texture, relative moisture,
<br /> CL
<br /> BORING o w s
<br /> Q DETAIL N U g standard classification,m C g' density, stiffness, odor-staining, USCS desi nation
<br /> 0 b 7 C'3
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<br /> 0 Str et 3ox 0 Asphalt
<br /> Loc ng Veil apYtYZ 1!".4. Silty SAND (SM), brown, medium dense, dry, 85% fine
<br /> SxYS,SS.SS
<br /> ♦,y,` ,`,*� to medium sand, 15% silt, non-plastic, medium
<br /> .�.�. f j rxtx z� � estimated K, no odor
<br /> • • ♦ 1 \ Yx Yx�Yh Yh Y
<br /> ♦ . • • CL
<br /> C r�Yh rx rx r
<br /> 5 •f•f♦ f\ 1 Y'�Y'�YNY�Y
<br /> •f♦•• .♦.*� Y 14, slight odor at 5
<br /> I / f f / V YxYKY Y'Y
<br /> •�•f♦ !•f♦/ I r) 4195 YjY�xY��Y}xY
<br /> C Yh�C x t Y�Y
<br /> C S�{KS�S Yi
<br /> m r SAND (SP), brown, medium dense, damp, 95% fine to
<br /> 1 0 _ 0 a 750 1 0 medium sand, 5% silt, non-plastic, high estimated K,
<br /> = strong hydrocarbon odor
<br /> _ = 1944
<br /> = wet at 12'
<br /> CnCZ
<br /> m U
<br /> medium to coarse sand below 13 5'
<br /> 0 84
<br /> 15 = � 15
<br /> m c
<br /> cts
<br /> 07
<br /> r m SILT (ML), light brown, medium stiff, wet, 95% silt,
<br /> — 5% fine sand, non-plastic, low est K, slight
<br /> 0 o 2 0
<br /> 2 0 N Cq SAND (SP), yellow brown, medium dense, wet, 95%
<br /> I a fine sand,07% silt, non-plastic, high estimated K,
<br /> slight hydrocarbon odor
<br /> ` a Z Sandy SILT (ML), brown mottled yellow brown,
<br /> -a
<br /> medium stiff, wet, 70% silt, 30% fine sand,
<br /> 25 125
<br /> End of Boring at 20'
<br /> N
<br /> 0
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<br /> 30 30
<br /> CV
<br /> AQUA SCIENCE ENGINEERS, 9G�1Co
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