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INSTALL 2019 TANK TOP UPGRADE
Environmental Health - Public
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EHD Program Facility Records by Street Name
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2300 - Underground Storage Tank Program
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PR0231104
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INSTALL 2019 TANK TOP UPGRADE
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Last modified
9/22/2021 10:12:36 AM
Creation date
3/4/2019 4:21:53 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
INSTALL
FileName_PostFix
2019 TANK TOP UPGRADE
RECORD_ID
PR0231104
PE
2351
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
01
SITE_LOCATION
2494 E FREMONT ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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SJGOV\kblackwell
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EHD - Public
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Cambria Environmental Technology, Inc. BORINGMELL LOG <br /> 270 Perkins Street <br /> Sonoma, California 95476 <br /> Telephone: (707) 935-4850 <br /> Fax: (707) 935-6649 <br /> CLIENT NAME Shell Oil Products US BORINGNVELL NAME S-3-84 <br /> JOB/SITE NAME Shell-branded Service Station DRILLING STARTED 11-Dec-02 <br /> LOCATION 2494 East Fremont Street,Stockton,Califomia DRILLING COMPLETED 11-Dec-02 <br /> PROJECT NUMBER 0797 WELL DEVELOPMENT DATE(YIELD) 31-Dec-02(44) <br /> DRILLER Gregg Drilling GROUND SURFACE ELEVATION 22.29 ft above msl <br /> DRILLING METHOD Hollow-stem auger TOP OF CASING ELEVATION 21.91 ft above msl <br /> BORING DIAMETER 8" SCREENED INTERVAL 74 to 84 tbq <br /> LOGGED BY S.Lewis DEPTH TO WATER(First Encountered) 55.0 ft(11-Dec-02) <br /> REVIEWED BY J.Neely,RG 6927 DEPTH TO WATER(Static) 54.8 ft(06-Jan-03) 1 <br /> REMARKS <br /> o �� <br /> CL LU z <br /> E <br /> ° O d � w Q O LITHOLOGIC DESCRIPTION z WELL DIAGRAM <br /> 0 m0 X �– UCL <br /> a U < w U U0 <br /> ASPHALT 0.4 <br /> rvL Sandy Gravelly SILT(ML);yellowish brown(10YR 5/6);moist; <br /> 50%silt 35%fine to coarse sand 15%fine gravel. 2.0 <br /> SP SAND(SP);yellowish brown(10YR 5/6);moist;5%silt,95% 3.0 <br /> fine sand. <br /> Clavev SILT(ML);black(10YR 2/1);moist;15%clay,85%silt; <br /> low plasticity. <br /> 0 5 @ 6-Sandy SILT(ML);yellowish brown(10YR 5/6);moist;5% <br /> clay,80%silt,15%fine sand. <br /> 0 10 <br /> NL <br /> 0 15 @ 16-SILT ML;yellowish brown(10YR 5/6);moist;5%clay, <br /> 90%silt,5%fine sand. <br /> 0 20 @ 29-Clayey SILT(ML);yellowish brown(10YR 5/6);moist; <br /> 15%clay,85%silt;low plasticity. <br /> 0 <br /> M <br /> 23.0 <br /> 0 <br /> F ;•t: <br /> 0 0 <br /> 25- SAND(SP;yellowish brown(10YR 5/6);moist;5%silt,95% <br /> fine sand. <br /> 28.5 <br /> LU <br /> 0 30— <br /> Clayey SILT(ML);olive brown(2.5Y 4/3);moist;15%clay, <br /> N 80%silt,5%fine sand;low plasticity. <br /> 0 <br /> IVL <br /> 0 <br /> J <br /> J <br /> LU <br /> hued Next Page PAGE 1 OF 3 <br />
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