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ARCHIVED REPORTS_XR0010512
Environmental Health - Public
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EHD Program Facility Records by Street Name
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3500 - Local Oversight Program
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PR0545704
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ARCHIVED REPORTS_XR0010512
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Entry Properties
Last modified
5/28/2020 11:08:06 AM
Creation date
5/28/2020 10:57:21 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010512
RECORD_ID
PR0545704
PE
3526
FACILITY_ID
FA0009999
FACILITY_NAME
AT&T California - UEX54/UE9AJ
STREET_NUMBER
242
Direction
N
STREET_NAME
SUTTER
STREET_TYPE
ST
City
Stockton
Zip
95202
CURRENT_STATUS
01
SITE_LOCATION
242 N SUTTER ST
P_DISTRICT
001
QC Status
Approved
Scanner
LSauers
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EHD - Public
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An additional grab ground water sample (CPT2-185) was collected at a depth of 185 feet bsg, <br /> approximately 25 feet below the limit of CPT soli data TPH-g was detected in this sample at a <br /> concentration of 130 gg/1 In addition,BTEX compounds were detected at concentrations of 17 gg/1 <br /> benzene, 2 3 gg/l toluene and 2 2 µg11 xylenes No other analytes were detected <br /> IThe following conclusions were drawn from the results of this investigation <br /> • The site stratigraphyis composed predommantlyof fine-grained soil consisting of silt,clayey <br /> I silt, silty clay and clay,with the exception of five significant sand lenses or layers at depths <br /> of approximately 50 feet bsg, between 60 and 75 feet bsg, between 95 and 110 feet bsg, <br /> between 120 and 130 feet bsg and between 140 and approximately 160 feet bsg CPT pore <br /> pressure dissipation tests in the sandy silt, sand and gravelly sand indicated that hydraulic <br /> conductivities were typical for sand mixtures <br /> • TPH-g and BTEX impacted soil was detected at low concentrations at 55 feet bsg, but at <br /> Isignificant concentrations at 78 feet bsg Based on the vertical distribution of contaminants <br /> in soil from the present and previous site investigations, AGE delineated two distinct zones <br /> I of contaminated soil, in fine-grained soil (HU1) at between 30 and 40 feet bsg beneath the <br /> Chevron (northeastern-mast) former dispenser island, and in fine-grained soil (HU3) at 80 <br /> feet bsg The soil contamination at 30 to 40 feet bsg,which included diesel as well as gasoline <br /> I products, may have originated from the overlying former Chevron dispenser island area <br /> However,based on the available data,the source for the deeper contamination at 80 feet bsg <br /> is uncertain, the former Standard Oil USTs cannot be ruled out <br /> • Petroleum hydrocarbons were detected in grab ground water samples collected from the <br /> northeastern portion of the site, in the area of CPT1, CPT2 and CPT5,to approximately 180 <br /> feet bsg Based on the vertical distribution of contaminants in ground water from the present <br /> and previous site investigations, the highest concentration of contaminants appears to be at <br /> between the upper ground water surface at boring A/MW-1 and at 40 and 60 feet bsg in the <br /> I area of CPT1 and CPT2 The concentrations of contaminants appear to decrease vertically, <br /> towards a minimum in clay-rich fine grained soil at a depth of between 80 and 100 feet bsg <br /> However,petroleum hydrocarbons increase again below 100 feet bsg,to high concentrations <br /> I of between 11,000 gg/1 and 14,000 gg/l TPH-g at depths of between 120 and 150 feet bsg <br /> The vertical distribution of TPH-g concentrations suggests that the primary source of <br /> contamination may be the Chevron(northeastern)dispenser island,but does not rule out the <br /> former Standard Oil USTs as an additional source <br /> • The up-gradient and cross-gradient(south)limits ofpetroleum hydrocarbon-impacted soil and <br /> ground water have been determine The vertical and down-gradient lateral extent of <br /> petroleum hydrocarbon-impacted soil and ground water has not been defined, at this time <br /> I <br />
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