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ARCHIVED REPORTS_XR0011249
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545172
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ARCHIVED REPORTS_XR0011249
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Last modified
1/13/2020 12:00:29 PM
Creation date
1/13/2020 10:45:41 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011249
RECORD_ID
PR0545172
PE
3528
FACILITY_ID
FA0009349
FACILITY_NAME
DIESEL PERFORMANCE INC
STREET_NUMBER
2804
Direction
E
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
14343001
CURRENT_STATUS
02
SITE_LOCATION
2804 E FREMONT ST
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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CVATC <br /> . A S S b C 1 A T E S l H C <br /> on September 28, 1998 the well was developed and sampled Analytical data indicated that soil <br /> and groundwater samples contained detectable concentrations of petroleum hydrocarbons Field <br /> activities and analytical results were detailed in ATC's Summary Report of Additional <br /> Subsurface Investigation, dated January 8, 1999 <br /> In December 1999, ATC personnel supervised the advancement of soil borings MW2, MW3, and <br /> MW4 at the site to depths of approximately 65 feet bgs to evaluate groundwater for the presence <br /> of petroleum hydrocarbons and determine the gradient direction and magnitude The borings <br /> were completed as groundwater monitoring wells Analytical data indicated that soil samples <br /> from boring MW2 contained detectable concentrations of petroleum hydrocarbons Petroleum <br /> hydrocarbons were also detected in the groundwater from well MW2 Well MW3 contained very <br /> low concentrations of only a few constituents and well MW4 was nondetect Field activities and <br /> analytical results were detailed in ATC's Summary Report of Additional Subsurface <br /> Investigation, dated February 24, 2000 <br /> GROUNDWATER ELEVATION <br /> Water level measurements were collected from wells MW 1 through MW4 on December 15, <br /> 2000 Water levels ranged from 48 51 to 48 81 feet below the tops of the well casing elevations <br /> • representing an average decrease in the water table elevation of approximately 0 65 feet since <br /> September 2000 The water level data were used to develop the groundwater elevation contour <br /> map (Figure 3) Assuming that horizontal isotropic conditions prevail, groundwater in the <br /> uppermost aquifer beneath the site flowed generally towards the southwest with a northwest <br /> component The average hydraulic gradient on December 15, 2000 was calculated to be 0 002 <br /> ft/ft or approximately 11 ft/mile A summary of groundwater monitoring data is presented in <br /> Table 1 <br /> SAMPLING ACTIVITIES <br /> On December 15, 2000, groundwater samples were collected by ATC personnel from monitoring <br /> wells MW1 through MW4 The locations of the monitoring wells are shown on Figure 2 Prior <br /> to collection of the groundwater samples, the depth to water, pH, electrical conductivity, and <br /> temperature were measured in each monitoring well and recorded A minimum of three well <br /> casing volumes was purged from each well prior to sampling The wells were allowed to recover <br /> and a sample was collected from each well using a dedicated disposable bailer Groundwater <br /> well purge and sample logs are contained in Attachment I <br /> The groundwater samples collected from the wells were submitted to State-certified Sequoia -- <br /> Analytical (FLAP Cert No 1624) for chemical analysis of total petroleum hydrocarbons as <br /> gasoline (TPHg), total petroleum hydrocarbons as diesel (TPHd), total petroleum hydrocarbons <br /> as kerosene (TPHk), benzene, toluene, ethylbenzene, and xylenes (BTEX) utilizing EPA 8015 <br /> and 8020 methodologies, and oxygenate fuel additives including methyl tertiary butyl ether <br /> (MTBE) utilizing EPA 8260 methodology <br /> w I625771reponsl4"-2000 doe 2 <br />
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