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ARCHIVED REPORTS_XR0011407
Environmental Health - Public
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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_XR0011407
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Last modified
1/9/2020 5:04:07 PM
Creation date
1/9/2020 4:49:33 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011407
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 BORINGIWELL LOG <br /> 270 Perkins Street <br /> Sonoma, California 95476 <br /> Telephone (707) 935-4850 <br /> Fax (707) 935-6649 <br /> • CLIENT NAME _ Eciuiva Services LLC BORINGIWELL NAME <br /> JOBISITE NAME Shell-branded Service Station DRILLING STARTED 06-Dec-99 <br /> LOCATION 2494 East Fremont Street Stockton CA DRILLING COMPLETED 06-Dec-99 <br /> PROJECT NUMBER 241-0797-009 WELL DEVELOPMENT DATE(YIELD) NA <br /> DRILLER Grego Drilling GROUND SURFACE ELEVATION 22 00 ft above msl <br /> DRILLING METHOD Hollow-stem auger TOP OF CASING ELEVATION 21 62 ft above msl <br /> BORING DIAMETER J 10-inch SCREENED INTERVAL _ 37 to 57 ft bps <br /> LOGGED BY R Perlowski DEPTH TO WATER(First Encountered) 51 5 ft(06-Dec-99) Q <br /> REVIEWED BY J Neely, RG 6927 DEPTH TO WATER(Static) 46 5 ft(06-Dec-99) 1 <br /> REMARKS <br /> y <br /> LU z <br /> CL p Z a � a v a p LITHOLOGIC DESCRIPTION z WELL DIAGRAM <br /> a m0 ¢ u, n �J Oo <br /> U) o <br /> SAND, (SP1SM) dark yellowish brown (IOYR314) Portland Type <br /> SP moist, 10%fines,90%fine sand Illl <br /> 5M <br /> 30 <br /> CLAY, (CL) very dark gray(glay1 31) dry 95%fines, <br /> 5%fine sand <br /> 00 1i S4-5 5 <br /> 23 <br /> CL <br /> 100 <br /> 00 29 S4-10 10 Silty SAND,dry,dark yellowish brown (10YR416) 40% <br /> 50 fines,60%fine to medium sand <br /> 00 s S4-15 15 Silty SAND,moist dark yellowish brown(10YR4/6), <br /> 10 20%fines 80%fine to medium sand <br /> Portland Type <br /> NII <br /> m <br /> 0 00 10 S4-20 20 @20fbg as above <br /> J 13 <br /> 4 <br /> o SM <br /> a <br /> c� <br /> rn <br /> 00 10 S4-25 25 @25fbg,dark grayish brown(10YR4/2), as above <br /> LU 15 <br /> 6 <br /> i <br /> Z <br /> C7 <br /> i <br /> 0 1 35 4-30 30— SillySAND,moist dark grayish brown(10YR4/2),40% <br /> 15 fines 60%fine to medium sand <br /> 0. <br /> 0 <br /> O <br /> J <br /> 35 350 Bentonite Seal <br /> Continued Next Page PACE r OF 2 <br />
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