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ARCHIVED REPORTS_XR0003687
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_XR0003687
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Entry Properties
Last modified
7/23/2020 5:19:23 PM
Creation date
7/23/2020 4:14:08 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003687
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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1 i <br /> _____T__ <br /> SOIL BORING LOG AND MONITORING WELL COMPLETION DETAILS Monttaring Weli MW-14 <br />' <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 9, 2000 Checked By Michael Marello, R G <br />' WATER AND WELL DATA Total Depth of Well Completed 19 0' <br /> Depth of Water First Encountered 12' Well Screen Type and Diameter 2" Diameter PVC Casing <br />' Static Depth of Water in Well 12' Well Screen Slot Size 0 020" <br /> Total Depth of Boring 19 0' Type and Size of Soil Sampler 2 0" 1 D Split-Barrel Sampler <br /> OIUROCK SAMPLE DATA �, <br /> m DESCRIPTION OF LiTHOLOGY <br /> S; BORING n. CZ o a. aa) `–' standard classification, texture, relative moisture, <br />' a DETAIL y m U n C S' L <br /> _ density, stiffness, odor-staining, USCS designation <br /> Q o j in <br /> m O � <br />' 0 E-- Street 3ox r�YzYx;zr 0 Silty SAND (SM), brown, medium dense, damp, 80% <br /> Locking ell Dep i�i�i�i Yi <br /> < < i i fine sand, 15% silt, 5% subangular to subrounded <br /> azzx <br /> ♦f♦f♦ . . U ��K;z<x<x< gravel to 1 diameter, non-plastic, medium estimated <br /> xzxz <br /> `.`.` . .`. � <�<„<,,<�� K, no odor <br /> `f`f` f`f`• LL <br /> Yi K[ <br /> ♦ ♦ ♦ C Yx YX rZ r,�Y <br /> 5 U 5 <br /> U 20 iii KL�i+ci <br /> . ♦ ♦ ♦ ♦ ,[ rx rx rh rh r <br /> C `O irzx y�yz yx y <br /> ca C �,tyKyfyty <br /> y�r ° YYY�Y Y�Y <br /> - � Q. YZ YZ x Y�Y <br /> 2 <br /> 10 - N - 10 <br /> _ ° SAND (SP), brown, medium dense, damp, 95% medium <br /> = to coarse sand, 5% silt, non-plastic, high estimated K, <br /> _ co Cd no odor <br /> U ° wet at 12' <br /> C: <br />' _ o <br /> 15 C: 15 <br /> m 't7 ° <br /> co <br /> _ as <br /> Clayey SILT (MH), brown, stiff, moist, 60% clay, 30% <br /> L) C silt, 10% fine sand, moderate plasticity, very low <br /> 20 = J —20 <br /> N estimated K, no odor <br /> � a End of Boring at 19' <br /> U O <br /> I > Z <br /> a <br /> 25 Y 25 <br /> Q <br /> O <br /> N <br /> O <br /> O <br /> 30 � 30 <br /> (V <br /> AQUA SCIIENCE ENCUNC ERS, INC <br />
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