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SOIL BORING LOG AND MONITORING WELL. COMPLETION DETAILS I Piezometer P-1
<br /> Project Name Frank's One Stop Project Location 2072 W Yosemite Ave, Manteca, CA Page 1 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 March 6, 2000 Checked By Michael Marelio, R G
<br /> IWATER AND WELL DATA Total Depth of Well Completed 19 0'
<br /> Depth of Water First Encountered 12 5' Well Screen Type and Diameter 2" Diameter PVC Casing
<br /> Static Depth of Water in Well 12 5' Well Screen Slot Size 0 020"
<br /> Total Depth of Boring 19 0' Type and Size of Soil Sampler 2 W I D Split-Barrel Sampler
<br /> OIVROCK SAMPLE DATA �,
<br /> DESCRIPTION OF LITHOLOGY
<br /> LLLL
<br /> c BORING a n aa) `—' standard classification, texture, relative moisture,
<br /> l
<br /> Q -2 L S;n DETAIL_ N v 8' n density, stiffness, odor-staining, USCS desi nation
<br /> N J
<br /> D ti o > (C 0 0
<br /> Fn o 3:
<br /> 0 Street 3ox Ile, 0
<br /> Lock i ng Vell ap Yk t-Yk ZY
<br /> <X:X<X,YXv Silty SAND (SM), yellow brown, medium dense, damp,
<br /> 1A tvA. . . \ yjvjy YxY ° fine sand, 15% silt, non-plastic, medium estimated
<br /> / / U CXi X<Xi.<t
<br /> > <xix<x<1i K, no odor
<br /> '< X X X
<br /> YA1
<br /> X X Xvm
<br /> X
<br /> C� • \ , . � Y�Yx Yx YZ Y
<br /> ./ •I`I` /`J`l L Y4XYAYZ YZY 5
<br /> • • \ \ • 4 iX<X<Xi Xt
<br /> /Ul= 17 ",t Yk yh vl Y
<br /> •�\f• �•�\� y/ 0 5 eK�K<�e�i
<br /> • � • • • ,X
<br /> � � YzyZXrkYhXY
<br /> t t < t t
<br /> -
<br /> O i
<br /> 11 <xXPtixixi
<br /> 1 0 — p" iZi'4K4%: 10
<br /> X K
<br /> N = 7 13 tit�ti Kt
<br /> I N 19 __ --
<br /> cn 6 1 SAND {SP), grey, dense, wet, 95% coarse sand,
<br /> U 16 5% silt, non-plastic, high estimated K, faint
<br /> 0 zs hydrocarbon odor
<br /> i 5 - C 1 S -- — ---- -- --_--
<br /> 20 /S�[ty SAND (SM), dark yellow brown, medium dense,
<br /> az wet, 60-70% fine to medium sand, 30-40% silt,
<br /> = < < < < < non-plastic.
<br /> ca
<br /> 'S YZ YZXYZ Y�
<br /> �, 4a Sandy SILT (ML), yellow brown, stiff, wet, 60% silt,
<br /> r r Y Y r
<br /> �' 50 30% fine sand, 10% clay, low plasticity, low estimated
<br /> 20 L_ -- --
<br /> vJ � Y 2 0 K no odor
<br /> T Silty SAND (SP), grey, dense, wet, 85% coarse sand,
<br /> c�
<br /> �15% if non-plastic, high estimated K no odor
<br /> > Z End of Boring at 19'
<br /> CL
<br /> 25 25
<br /> 0
<br /> 0
<br /> N
<br /> O
<br /> O
<br /> 3o � 30
<br /> N
<br /> AQUA SCOENCE ENGINEERS. ONO.
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