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ARCHIVED REPORTS_XR0003679
Environmental Health - Public
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EHD Program Facility Records by Street Name
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YOSEMITE
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2072
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2900 - Site Mitigation Program
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PR0505553
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ARCHIVED REPORTS_XR0003679
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Entry Properties
Last modified
7/23/2020 4:48:08 PM
Creation date
7/23/2020 4:09:22 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003679
RECORD_ID
PR0505553
PE
2960
FACILITY_ID
FA0006856
FACILITY_NAME
FRANKS FOOD MART
STREET_NUMBER
2072
Direction
W
STREET_NAME
YOSEMITE
STREET_TYPE
AVE
City
MANTECA
Zip
94336
APN
22202001
CURRENT_STATUS
01
SITE_LOCATION
2072 W YOSEMITE AVE
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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I <br /> SOIL BORING LOG AND MONITORING WELL COMPLETION DETAILS I Extraction Well EW-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 14 0" Diameter <br /> Logged By Robert E Kitay, R G Date Drilled August 15, 2000 Checked By Robert E= Kitay, R G <br />' WATER AND WELL DATA Total Depth of Well Completed 18 5' <br /> Depth of Water First Encountered 12 5' Well Screen Type and Diameter 6" 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 0" I D Split-Barrel Sampler <br />' OIUROCK SAMPLE DATA <br /> ii G 1° DESCRIPTION OF LITHOLOGY <br /> 0 a� <br /> 9 BORING ii o o. 0) standard classification, texture, relative moisture, <br />' C <br /> DETAIL J C density, stiffness, odor-staining, USCS designation <br /> C, Q m O 3:co U Q <br />' 0 Street 3ox 0 As halt <br /> Loc ng Veil Dap <br /> 4 \ . <br /> _ SAND (SP), olive brown, medium dense, dry, 95% fine <br /> •,•,• `• •` 0 to medium sand, 5% silt, non-plastic, high estimated <br /> , . . U <br /> > E K, no odor <br /> CD U <br /> 5 _ : 2 159 5 <br /> ) = 3 slight to moderate hydrocarbon odor <br /> 0 3 541 <br /> O 3 <br /> _ d 4 <br /> t4 <br /> m = 5 4878 <br /> _ 0 N 3 <br /> __10 = 04 4 8404 1 0 <br /> 5 <br /> = Z 7 8748 <br /> � 8 <br /> rn 3 grey, dense, wet, 95% medium to coarse sand, <br /> s 5% silt, non-plastic, very high estimated K, very <br /> 0 6 3315 strong gasoline odor <br /> 15 = a 4 15 <br /> m -a 5 <br /> c <br /> 4 <br /> 7 184 <br />' 9 <br /> a) W s Sandy SILT (ML), brown, medium stiff, damp, 80% <br /> 0 0 4 —20 silt, 20% fine sand, non-plastic, low estimated K, <br /> slight hydrocarbon odor <br /> Z N <br /> 3: N End of Boring at 19' <br /> U 0 <br /> > Z <br /> rZ <br /> 25 25 <br /> 0 <br /> rn <br /> N <br /> O <br /> O <br /> 30 <br /> 30 <br /> N <br /> AQUA ,COLi�I�L r�n9�p�ji�r��3�. ONC <br />
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