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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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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_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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LSauers
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EHD - Public
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SOIL BORING LOG AND MONITORING WELL COMPLETION DETAILS Air Sparge Well AS-7 <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 29, 2001 Checked By Robert E Kitay, R G <br /> WATER AND WELL DATA Total Depth of Well Completed 18' <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 19 5' Type and Size of Soil Sampler 2 0" 1 D Split-Barrel Sampler <br /> OIUROCK SAMPLE DATA <br /> LLS DESCRIPTION OF LITHOLOGY <br /> E � <br /> BORING n 9 standard classification, texture, relative moisture, <br /> CL DETAIL U -' n 01 AZ <br /> m o �' M _°, density, stiffness, odor-stainina, iJSCS designation <br /> Q o > C� <br /> m O <br /> 0 Str et Box 0 Asphalt <br /> Lac ng Veil Dap <br /> y • • SAND (SP), brown, medium dense damp, 95% fine <br /> •r;•` r , f <br /> to medium, 5% silt, non-plastic, high estimated K, <br /> ♦'4r• '•r4r <br /> ���,` ,•;•; a slight odor <br /> r r f`r�r E O <br /> t'•'• ' 13 <br /> r f r f r b U <br /> •r•r• w • C CJ} <br /> • • • r•r•r � Y <br /> 1r`f• , r r E C <br /> r r r•r`r 0 t>3 <br /> • wCL <br /> t • • <br /> `r•r• r r f <br /> r r f•r•f � <br /> 1 0 �fkf` 6 <br /> 89 2 — 10 moist, 100% medium to coarse sand <br /> 4r•r` r r f C!} N 1 8 <br /> •r,r• r`r,r <br /> N 21 <br /> •r•r` f r . C <br /> ! f .,J•r <br /> ` • ` " wet <br /> •r•r• r•.`r � � - <br /> r r r f r CO U <br /> `.•f• r•r•r U) <br /> 15 <br /> 14 <br /> (� 1 6 703 <br /> > 17 <br /> C <br /> co 2 17 <br /> 23 42 ss�s, ss Sand SILT <br /> 0 24 sss„rdrs Y (ML), brown, medium dense, wet, 70% silt, <br /> 2 0cn 2 0 25% fine sand, 5% clay, moderate plasticity, low <br /> C o estimated K <br /> J O <br /> End of Boring at 20' <br /> N O <br /> N � <br /> O <br /> 25 z N <br /> 25 <br /> 30 30 <br /> AC-,,)U�� <br />
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