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ARCHIVED REPORTS XR0001911
Environmental Health - Public
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3500 - Local Oversight Program
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PR0544497
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ARCHIVED REPORTS XR0001911
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Last modified
5/28/2019 3:44:01 PM
Creation date
5/28/2019 3:02:13 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001911
RECORD_ID
PR0544497
PE
3528
FACILITY_ID
FA0003687
FACILITY_NAME
OLD TRUCK STOP, THE
STREET_NUMBER
3535
STREET_NAME
CHEROKEE
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
13206009
CURRENT_STATUS
02
SITE_LOCATION
3535 CHEROKEE RD
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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Cecchuu, Cecchou, and Grovannmu, Fuekng Island <br /> Beginning on April 4, 1995 UST-2, UST-3, and UST-4 were installed and were <br /> completed on April 5, 1995. Soil samples from the exploratory borings for each new <br /> well were capped, labeled, and placed in an ice chest under chain-of-custody for transport <br /> to a California Certified Laboratory The soil samples were tested for Total Petroleum <br /> Hydrocarbons as Diesel (TPH-D) using EPA method 3553/8015 modified, for Total <br /> Petroleum Hydrocarbons as Gasoline (TPH-G) using EPA method 503018015, and for <br /> benzene, ethylbenzene, toluene, and xylenes (BTEEX) using EPA method 5030/5020 <br /> Soils encountered in the three borings consisted of interbedded fine materials ranging <br /> from silty sands to sandy silts to the depths explored From the surface, the soils consist <br /> of sandy silt (ML) to a depth of about 15 feet bgs Silty sand (SM) was logged between <br /> the depths of 15 feet bgs to 30 feet bgs Sandy silt (ML) was logged between 30 feet bgs <br />® and 65 feet bgs with increasing amounts of sand between 65 feet bgs and 80 feet bgs A <br />® coarse, poorly-graded medium sand (SP) was encountered between 80 feet bgs and 85 <br /> feet bgs On April 11, 1995, ESE personnel supervised the development of each new <br /> monitoring well by Spectrum Drilling Services Well development consisted of surging <br /> and removal of fines using a steel bailer <br /> On April 14, 1995, ESE personnel returned to the site to supervise additional purging of <br /> athe wells by Automated Environmental Services Well development and purging was <br /> completed by the recovery of clear ground water after 60 gallons had been removed from <br /> UST-2, 60 gallons from UST-3, and 45 gallons from UST-4 A survey of the top of <br /> casing elevations of all wells onsite was made by Frame Surveying & Mapping, of Davis, <br /> California Top of casing elevations ranged from 27.64 feet to 30 15 feet relative to City <br /> of Stockton Benchmark No 191 <br /> Quarterly ground water monitoring and sampling has continued an wells UST-1, and <br /> UST-2 through UST-4 since May 16, 1995 The following section describes the most <br /> recent results of quarterly monitoring and sampling <br /> f 169254W\gtrly rptllgtr96 rpt 3 Environmental Science do Engineering, Inc <br />
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