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ARCHIVED REPORTS_XR0011159
Environmental Health - Public
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EHD Program Facility Records by Street Name
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FREMONT
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2900 - Site Mitigation Program
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PR0506171
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ARCHIVED REPORTS_XR0011159
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Last modified
1/9/2020 5:10:36 PM
Creation date
1/9/2020 4:27:54 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011159
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. BORINGIYYELL 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 BORINGIWELL NAME S-5 <br /> JOBISITE NAME Shell-branded Service Station DRILLING STARTED 15-Dec-03 <br /> LOCATION 2494 East Fremont Street,Stockton,California DRILLING COMPLETED 17-Dec-03 <br /> PROJECT NUMBER 0797 WELL DEVELOPMENT DATE(YIELD)22-Dec-03(79-gallons) <br /> DRILLER Gregg Drilling _ GROUND SURFACE ELEVATION 22.31 ft above msl <br /> DRILLING METHOD Hollow-stem auger _ TOP OF CASING ELEVATION 21.94 ft above msl <br /> BORING DIAMETER 10" �^ SCREENED INTERVAL_ 57.5 to 67.5 fbg _ <br /> LOGGED BY A.Wettstone DEPTH TO WATER(First Encountered)_56.0 ft(17-Dec-03) Q <br /> REVIEWED BY_ _ J.Neely RG 6927 DEPTH TO WATER(Static) 55.4 ft 30-Dec-03 <br /> REMARKS <br /> Ch O H V ❑' <br /> CLgk- Lu Z Z� <br /> M O n_ X W LITHOLOGIC DESCRIPTION z X WELL DIAGRAM <br /> a 0 < ui a cry o0 a <br /> GM ASPHALT 0.3 <br /> Sandy GRAVEL(GM);very dark grayish brown(10YR 1.0 <br /> 312);moist;10%silt,30%meduim sand,60%coarse <br /> ravel. <br /> Clayey Sandy SILT(ML);dark yellowish brown(10YR <br /> 316);moist; 15%clay,60%silt 20%fine sand,5%fine <br /> gravel;no plasticity. <br /> Q 2.5'-Clayey SILT(ML);very dark gray(10YR 3/1); <br /> 0 S-5-5.5' S moist;30%clay,60%silt, 10%fine sand; medium <br /> plasticity. <br /> 0 S-5-10.51 <br /> 10 <br /> @ 10'- yellowish brown(10YR 516); 15%clay,85%silt; <br /> low plasticity. <br /> 0 S-5-15.51, 15 <br /> @ 15'-same as above. <br /> ML <br /> 0 5-5-2 0.5' 20 <br /> @ 20'-light olive brown(2.5Y 5/4);20%clay,80%silt; <br /> medium plasticity. <br /> 0 <br /> J <br /> 0 0 <br /> S-5-2 5.5' 25 @ 25'- brown (10YR 4/3);20%clay,75%silt,5%fine to <br /> a medium sand. <br /> Portland Type <br /> nq 1III <br /> Z <br /> Z <br /> C7 <br /> 0 S-5-3 0.5' 30 <br /> @ 30'-SIL_ (ML) dark yellowish brown(10YR 316); <br /> moist;10%clay,85%silt,5%fine to medium sand;no <br /> plasticity, <br /> a <br /> L <br /> 35 35.0 <br /> Continued Next Page PAGE 1 OF 2 <br />
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