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ARCHIVED REPORTS_XR0011367
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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FREMONT
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2494
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2900 - Site Mitigation Program
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PR0506171
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ARCHIVED REPORTS_XR0011367
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Entry Properties
Last modified
1/9/2020 5:09:55 PM
Creation date
1/9/2020 4:32:12 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011367
RECORD_ID
PR0506171
PE
2950
FACILITY_ID
FA0003863
FACILITY_NAME
SOHAL #3
STREET_NUMBER
2494
Direction
E
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
15328008
CURRENT_STATUS
02
SITE_LOCATION
2494 E FREMONT ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Combna Environmental Technology,Inc o OMMU VC!ELL L(00 <br /> 270 Perlans Street <br /> Sonoma,California 95476 <br /> Telephone (707)935-4850 <br /> Fox (707)935-6649 <br /> CLIENT NAME _ EQuilon Enterprises LLC dba Shell Oil Products US BORINGltP,►ELL NAME 5-3-84 <br /> ®JOB/SITE NAME Shell-branded Service Station DRILLING STARTED 11-D 02„_ <br /> LOCATION _ 2494 East Fremont Street,Stockton,CA DRILLING COMPLETED 11-Dec-02 <br /> PROJECT NUMBER 0797 WELL DEVELOPMENT DATE(YIELD) 31-Dec-02(44) <br /> DRILLER Grem Drilling GROUND SURFACE ELEVATION 2229 It above msi <br /> DRILLING METHOD — Hollow-stem auger _ - TOP OF CASING ELEVATION 21 91 it above msl <br /> BORING DIAMETER 8° SCREENED INTERVAL _ _74 to 84 fba <br /> LOGGED BY S Lewis DEPTH TO WATER(First Encountered) 55 0 It(11-Dec-02) <br /> REVIEWED By J__Neely,RG 6927 DEPTH TO WATER(Static) 54 8 It(06-1an-03)_ <br /> REMARKS <br /> w }' x m c~i Q <br /> OZ <br /> CL Lu Z y a O LITHOLOGIC DESCRIPTION Z.. WELL DIAGRAM <br /> CL mU O cc <br /> 0 UW <br /> PHALT 04 <br /> AAL71Sandy Gravelly SILT(ML),yellowish brown(10YR 5J6), <br /> moist;50%silt,35%tine to coarse sand,15%fine gravel 20 <br /> Sp SAND ME!).yellowish brown(10YR 516),moist,5%sift, 30 <br /> 95%fine sand <br /> Cluj{SILT(ML?,black(10YR 2l1),moist,1 S%day, <br /> 85%site low plasticity <br /> 0 5 0 5'-Saaft SILT QQ yellowish brown(1 DYR 516), <br /> moist;5%clay,80%silt,15%tine sand <br /> 0 10 <br /> AAL <br /> 0 15 0 15'-SILT(ML)yellowish brown(10YR 516),moist; <br /> 5%clay,90%silt,5%Fine sand <br /> v <br /> J <br /> 0 0 0 20'- yellowish brown(10YR 516), <br /> moist,15%day,85%Silt low plasticity <br /> 9 230 <br /> U <br /> 0 <br /> 25— SP SA[w{SP).yellowish brown(10YR 516),moist,5%sift, <br /> 95%fine sand <br /> 28.5 <br /> 0 30 Clayev SILT(ML)_olive brown(2 5Y 413),moist,15% <br /> clay,80%silt,5%fine sand,low plasticity <br /> AAL <br /> s <br /> g <br /> J <br /> Continued Next Page PAGEr s <br />
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