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ARCHIVED REPORTS XR0001913
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544497
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ARCHIVED REPORTS XR0001913
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Entry Properties
Last modified
5/28/2019 3:45:35 PM
Creation date
5/28/2019 3:03:00 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001913
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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EHD - Public
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sy= -'�': , -q- -..- o-_z_ c r - Z x�1=. -._ _ - ___x � 4 -'z __-_S _ � t _�Y' .z -__•--+• y=-:.,y-�l_c r, r -v... s s__ r,- _f - __�_ <br /> a I fr 1 <br /> 23 October 2003 <br /> _ AGE-NC Project No 97-0312 r` <br /> Ige3 of 4 <br /> Pa 1 I <br /> r � , <br /> 3 11 GROUND WATER ELEVATION AND GRADIENT <br /> Depths to ground water at the site ranged between 62 18 to 62 93 feet below top of casing (btoc), <br /> ground water elevations were between 34 16 feet (UST-2, UST-4) and 34 28 feet (UST-6) below <br /> _ mean sea level (MSL) The average ground water elevation had increased by an average of 3 0 feet <br /> since the December 2002 monitoring event The!ground water table occurred above the screened <br /> IJ intervals of monitoring wells UST-2 through UST-4, the ground water table occurred within the <br /> screened intervals of momtoringrwells UST-5 and UST-6 Monitoring well UST-7 was designed to <br /> monitor deeper ground water,with a 5-foot screened interval set at approximately 24 feet below the <br /> water,table, since It possibly is monitoring a different hydraulic zone, UST-7 was not used to <br /> - determine gradient and flow direction F , <br /> General ground water flow direction at the site was inferred to be northwest with an averagegradient <br /> of approximately 0 0006 ft/ft or less Figure 3 depicts the ground water elevation contours for <br /> I 1 February 2003 <br /> I <br /> Monitoring data from USTI 2,UST-3 and UST-4 was combined with monitoring data collected from <br />' the adjacent Moore Truck Lines=property to determine an approximate regional groundtwater flow <br /> direction ' <br /> ' � r <br /> 32 ANALYTICAL RESULTS OF GROUND WATER SAMPLES 1 <br /> - - During the February 2003 monitoring event,,TPH-g, benzene and 1,2-DCA were detected in the _ <br /> sample collected from UST-5 at concentrations of 270 micrograms per liter(µg/1),4 3 µg/1 and 300, <br /> µg/1,respectively`TPH-d was detected'in the sample collected from UST-3 at a concentration of 62' 1, <br />' µg/1 MTBE ani 1,2-DCA were detected in the sample collected from UST-6 at concentrations of 1 <br /> ! 0 73 µg/1`and 64 µg/1;respectively Tetrachloroetherie was detected in the sample collected from ' <br /> UST-7 at a concentration,of 0 74 µg/1 „ <br /> I <br /> ; Icy � ` � { , 1 <br /> No`other target analytes were detected at,or above laboratory reporting levels in the,ground water- - <br /> samples collected this quarter The laboratory reports ,(MAI 'Lab IDs' 030231,5-001 through , <br />' 0302315-007)and chain-of-custody forms are included in Appendik B Analytical results of water - <br /> samples collected during the first quarter 2003 are summarized on Tables 2 and 3 The analytical <br /> results of all water samples are summarized onryTables 4 and 5 Flgixres 4;5 and`6 illustrate the areal' <br />' extent of TPH-g/d-, benzene- and 1,2-DCA-impacted ground water, respectively� <br /> 1 <br /> � ! f <br /> i ” I <br /> I i I <br /> 1 <br /> 9 Advanced GeoEnvlronmental;Inc <br /> I <br /> 10 <br /> 1 <br /> 2 I I 1 <br /> I s <br />
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