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SOIL BORING LOG AND MONITORING WELL COMPLETION DETAILS I Monitoring Well MW-20
<br /> Protect Name Frank's One Stop Protect Location 2072 W Yosemite Ave, Manteca, CA I Page 1 of 1
<br /> Driller Gregg Drilling, Martinez, CA Type of Rig Hollow-Stem Auger Size of Drill 8 0" Diameter
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<br /> Logged By Robert E Kitay, R G Date Drilled September 15, 2000 Checked By Robert E Kitay, R G
<br /> ATE _"D WELLDATA Total Depth of Well Completed 19 0'
<br /> Depth of Water First Encountered 11 5' Well Screen Type and Diameter 2' Diameter PVC Casing
<br /> Static Depth of Water in Well 10 4' Well Screen Slot Size 0 020"
<br /> Total Depth of Boring 190, Type and Size of Sod Sampler 2 0" 1 D Split-Barrel Sampler
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<br /> OIUROCK SAMPLE DATA
<br /> o Y DESCRIPTION OF LITHOLOGY
<br /> BOPJNGQ �n 0
<br /> 0 " standard classification, texture, relative moisture,
<br /> CL
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<br /> DE (D $' a density, stiffness odor-staining, USCS desi nation
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<br /> 0 oc et ox 0 Graven SAND SP brown, medium dense,
<br /> Locking ell ap rA " " " y ( ) dry,
<br /> 70% fine to medium sand, 20% subrounded to well
<br /> 4i~it ti U rX rsr -T rounded gravel to 1" diameter, 10% silt, non-plastic,
<br /> high estimated K no odor
<br /> �f�•• i*iii i�ix�ex�e�Yi f
<br /> �,t,k •�•~• O C Yxx Yx�Yx�YxxY
<br /> `•`•` x'` x� 2 2 Silty SAND (SM), brown, medium dense, dry, 85% fine
<br /> u a <�sx<xx<Y< to medium sand, 15% silt, non-plastic, medium estimated
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<br /> K, no odor
<br /> .X rh rk Yh r�Y
<br /> ca a e'�Ye'�xiZYi�Xe
<br /> ❑ 0 �r�rxrxr�r
<br /> VytYKV71
<br /> CL k k< x<
<br /> 1 0 {x{xVV 1 0
<br /> CV x Y,�r
<br /> 2 a YZ YZ Yx"Yx�Y
<br /> Y�Y�Yk YxKy
<br /> vi ;xV-1V.VN wet at 11 5'
<br /> VJ Co YkYkYBYxY
<br /> L- }s U a t1SzV�cx�i
<br /> V1 x x +c
<br /> a { i C { {
<br /> - O Yk Y Yx Yk Y
<br /> 15 = <�<x< < < 15
<br /> M o
<br /> Clayey SILT (MH), brown, medium staff, moist, 90% silt,
<br /> U) 10% clay, moderate plasticity, low estimated K, no odor
<br /> SAND (SP), grey, medium dense, wet, 95% medium to
<br /> — Q c course sand, 5% silt, non-plastic, high estimated K, no
<br /> 20 CO _j 20odor
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<br /> N End of Boring at 19'
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<br /> a Z
<br /> 25 0 25
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<br /> 30 30
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<br /> AGUA SCIENCE ENGINEERS. ONC.
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