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ARCHIVED REPORTS_XR0003682
Environmental Health - Public
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EHD Program Facility Records by Street Name
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2900 - Site Mitigation Program
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PR0505553
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ARCHIVED REPORTS_XR0003682
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Entry Properties
Last modified
7/23/2020 4:48:11 PM
Creation date
7/23/2020 4:11:29 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003682
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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SOIL BORING LOG AND MONITORING WELL COMPLETION DETAILS Air Sparge Well A5-2 <br /> . Project Name Frank's One Stop Project Location 2072 W Yosemite Ave, Manteca, CA Page 1 of 1 <br /> Driller West Hazmat Type of Rig Hollow-Stem Auger Size of Drill 4 0" Diameter <br /> Logged By Erik H Paddleford Date Drilled November 27, 2001 Checked By Robert E Kitay, R G <br /> WATER AND WELL DATA Total Depth of Well Completed 19' <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' Type and Size of Soil Sampler 2 0" 1 D Split-Barrel Sampler <br /> v OIUROCK SAMPLE DATA <br /> i°_' a w DESCRIPTION OF LITHOLOGY <br /> BORING E � E <br /> DETAIL a �j Q � _E �, standard classification, texture, relative moisture, <br /> 0 0 � o j density, stiffness, odor-staining, USCS desi nation <br /> cc <br /> m O <br /> 0 Str et Box 0 Concrete <br /> Loc ng ell ap <br /> • SAND (SP), brown, medium dense, dry, 95% fine <br /> ! r ! r r <br /> �r`r� rkr,r sand, 5% silt non-plastic, high estimated K, <br /> •;•;• ;�`,' m slight odor <br /> • , . • . E {} <br /> •rti'♦ r•'r' N > 12 <br /> • <br /> rj w'ti'• r•'ti' U Q 16 CJ 16 <br /> • w 4 1 \! <br /> ti <br /> r r r r r O U <br /> •r,r• r r r D_ <br /> r r � <br /> r r r r r C <br /> ! r r r r <br /> —10 rtr� r•f•r UJ 15 <br /> 17 fez 1 0 <br /> 1 9 moist, gray-brown <br /> r r r ! r E <br /> r ♦ ti • w <br /> r ! '` r • D N <br /> w e t <br /> f f ! ! 1 W <br /> ♦ w ti <br /> 1 5 '•'•' 1 s 2a s brown, 100% medium to coarse sand, no odor <br /> 0 17 1 5 <br /> m <br /> j <br /> a, 13 <br /> co <br /> 20 15 s�.LR;at —20 Clayey SILT (MH), brown to gray, medium dense, wet, <br /> »� 60% silt, 30% clay, 10% fine sand, high plasticity, <br /> `� a <br /> � � law estimated K no odor <br /> 0 <br /> --i o End of Boring at 20' <br /> r O <br /> —25 cv O <br /> Z o 25 <br /> iv <br /> 30 30 <br />
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