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ARCHIVED REPORTS_XR0011375
Environmental Health - Public
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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 LO G <br /> 270 Perkins Street <br /> Sonoma, California 95476 <br /> Telephone (707) 935-4850 <br /> Fox (707) 935-6649 <br /> CLIENT NAME Eguilon Enterprises LLC dba Shell Oil Products US BORING/WELL NAME S-1-85 <br /> . <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 /> PROJECT NUMBER 0797 WELL DEVELOPMENT DATE(YIELD) 31-Dee-02(43) <br /> DRILLER _ Gregg Drilling _ _ _ GROUND SURFACE ELEVATION 22 15 It above msl <br /> DRILLING METHOD Hollow-stem auger TOP OF CASING ELEVATION 21 52 ft above msl <br /> BORING DIAMETER 8" SCREENED INTERVAL 75 to 85 fba <br /> LOGGED BY S Lewis DEPTH TO WATER(First Encountered) 65 0 it(09-Dec-02)T <br /> REVIEWED BY J Neely, RG 6927 DEPTH TO WATER(Static) _53 8 ft(a6-Jan-03)_ 1 <br /> REMARKS <br /> N rn <br /> a 3�_ W z =[7 <br /> o m o X W a (0 ¢p LITHOLOGIC DESCRIPTION z H WELL DIAGRAM <br /> a U OUW <br /> co 1 O <br /> -ASPHALT 0 4 <br /> GP c o Sandy GRAVEL(GP),brown(1 OYR 513),moist,40% 1 5 <br /> fine to sand 60%fine gravel <br /> SILT(ML),dark brown(10YR 313),moist,5%clay,90% <br /> ML silt,5%fine sand <br /> 5 50 <br /> i <br /> 10 <br /> I <br /> m <br /> 15 <br /> H <br /> 6 <br /> L7 <br /> For description of the sod from 5'to 50'see the CPT <br /> W boring log for SB-4 in Cambria's April 14,2000 Site <br /> 0 20 Investigation Report <br /> a' A 10 75"O D steel conductor casing was installed from <br /> 0 0Tto605' <br /> i <br /> cT <br /> U <br /> � 25 <br /> 'a <br /> z <br /> N <br /> J <br /> W <br /> S <br /> N <br /> 0 <br /> 3a <br /> z <br /> 0 <br /> a <br /> J <br /> J <br /> �351 <br /> Continued Next Page PAGE 1 OF 3 <br />
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