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ARCHIVED REPORTS_XR0011375
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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PR0506171
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ARCHIVED REPORTS_XR0011375
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Last modified
1/9/2020 5:09:16 PM
Creation date
1/9/2020 4:34:05 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011375
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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Cambria Environmental Technology, Inc BORING/WELL LOG <br /> 270 Perkins Street <br /> Sonoma, California 95476 <br /> Telephone (707) 935-4850 <br /> Fax (707) 935-6649 <br /> CLIENT NAME Equilon Enterprises LLC dba Shell Oil Products US BORINGIWELL NAME S-1-85 <br /> JOB/SITE NAME Shell-branded Service Station DRILLING STARTED 09-Dec-02 <br /> LOCATION 2494 East Fremont Street,Stockton,CA DRILLING COMPLETED 13-Dec-02 <br /> Continued from Previous Page <br /> H2 <br /> a 0 z a H w ¢O LITHOLOGIC DESCRIPTION = WELL DIAGRAM <br /> f] -� <br /> a m0 ¢ D aw <br /> u) U d <br /> Portland Type <br /> Ill I <br /> For description of the soil from 5'to 50'see the CPT <br /> baring log for S13-4 in Cambria's April 14,2000 Site <br /> 40 Investigation Report <br /> A 10 75"O D steel conductor casing was installed from <br /> 05'to605' <br /> —45- <br /> 0 50 SM Silty SAND(SM), yellowish brown(10YR 5/4),moist to 51 0 <br /> wet 35%silt 65%fine to coarse sand <br /> Clayey SILT(ML),yellowish brown(10YR 5/4), moist, <br /> 15%clay,80%silt,5%fine to coarse sand,low plasticity <br /> 1 <br /> 0 55 @ 55'-brown(10YR 5/3), 15%clay,85%s silt, low to <br /> medium plasticity <br /> ML <br /> J <br /> 4 <br /> W <br /> a60 <br /> 0 0 60'-grayish brown(10YR 5/2) <br /> 0 <br /> S <br /> 9 <br /> 640 <br /> U <br /> W s <br /> 0 65 SAND(SP),grayish brown(10YR 5/2),moist to wet,5% <br /> SP silt,95%fine sand <br /> 0 <br /> 0 675 <br /> J' ML <br /> SILT M ,gray(10YR 5/1),moist,5%clay,90%silt, <br /> 5%fine sand 68 5 <br /> N <br /> SAND P),greenish gray(10YR 6/1),wet,5%silt, <br /> 70 95%fine to medium sand <br /> oz <br /> a Bentonite Seal <br /> 75 Monterey <br /> 3 <br /> Continued Next Page PAGE 2 OF 3 <br />
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