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ARCHIVED REPORTS XR0001510
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3500 - Local Oversight Program
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PR0544465
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ARCHIVED REPORTS XR0001510
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Entry Properties
Last modified
5/16/2019 1:30:20 PM
Creation date
5/16/2019 11:48:28 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001510
RECORD_ID
PR0544465
PE
3528
FACILITY_ID
FA0005837
FACILITY_NAME
STEFANOS GASOLINE*
STREET_NUMBER
1419
Direction
E
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
15137016
CURRENT_STATUS
02
SITE_LOCATION
1419 E CHARTER WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Gregg collected soil samples at 65, 70 and 74 feet bgs All three soil samples contained relatively <br /> low concentrations of at least one compound analyzed The sample collected at 65 feet <br /> contained 10 mg/kg of TPH-as-gasoline, 0 15 mg/kg of benzene, 0 14 mg/kg of toluene, 0 26 <br /> mg/kg of ethylbenzene, and 0 73 mg/kg of xylenes The sample collected at 70 feet only <br /> contained 0 0071 mg/kg of toluene, and the sample collected from 74 feet only contained 0 02 <br /> mg/kg of toluene, 0 0068 mg/kg of ethylbenzene and 0 05 mg/kg of xylenes The five oxygenate <br /> compounds, 1,2-dichloroethane (1,2-DCA) and EDB were not detected in any of the three sod <br /> sample analyses <br /> Based on the CPT and pore pressure dissipation data, groundwater-bearing sand and gravel <br /> sequences were identified beneath the groundwater table at approximately 60 and 105 feet bgs <br /> Gregg discretely sampled the groundwater interval at 60 feet bgs using a SimulProbe The <br />' groundwater sample collected at 60 feet bgs contained 5,700 p.g/l of TPH-as-gasoline, 76 pg/l of <br /> benzene, 61 µg/l of toluene, 53 µgll of ethylbenzene, 280 pg/l of xylenes, and 11 µg/I of 1,2-DCA <br />' The five oxygenate compounds and EDB were not detected in the groundwater sample <br /> On February 20 and 21, 2002, Gregg advanced two additional CPT borings to further define the <br /> stratigraphy of groundwater-bearing soils beneath the water table and evaluate the vertical extent <br /> of impacted groundwater One of the borings (CPT-1A) was drilled on-site next to CPT-1 for <br /> discrete groundwater sampling only The other boring (CPT-2) was located approximately 150 <br /> feet southeast (downgradient) of the site These CPT boring locations are shown on Figure 3 <br /> The results from these two CPT borings are documented in Ramage Environmental's Report, <br /> Quarterly Groundwater Monitoring and Cone Penetration Testing, dated April 8, 2002 <br /> Sandy intervals were observed in CPT-1 at approximately 29 to 35 feet, 57 to 62 feet, and 105 to <br /> 121 feet bgs, and in CPT-2 at approximately 28 to 32 feet, 54 to 57 feet, 113 to 119 feet, and 128 <br /> to 136 feet bgs Sandy soil intervals beneath the water table appeared to be relatively continuous <br /> between the two CPT locations <br /> ' Gasoline compounds were detected in the discrete groundwater samples collected at <br /> approximately 60 feet bgs at CPT-1A and CPT-2, 105 feet bgs at CPT-1A, and 115 feet bgs at <br /> CPT-2 The sample collected at 130 feet bgs at CPT-2 did not contain gasoline compounds - <br /> ' Methyl tertiary butyl ether (MTBE) was not detected in any of the discrete groundwater samples <br /> As a result, the lateral and vertical extent of impacted groundwater remained undefined <br /> 5 <br />
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