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ARCHIVED REPORTS_XR0005275
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PR0545536
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ARCHIVED REPORTS_XR0005275
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Last modified
3/12/2020 3:18:06 PM
Creation date
3/12/2020 1:55:16 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005275
RECORD_ID
PR0545536
PE
3528
FACILITY_ID
FA0001506
FACILITY_NAME
STOCKTON POLICE DEPARTMENT
STREET_NUMBER
22
Direction
E
STREET_NAME
MARKET
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
14904001
CURRENT_STATUS
02
SITE_LOCATION
22 E MARKET ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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1 <br /> extent of contaminant rrugratnon All excavated materials were transported to the City of Stockton <br /> Municipal Service Center where they were placed on asphalt and covered by 6 rmd plastic sheeting <br /> ' Analytical results of confirmation soil samples collected from the excavation floor and sidewalls (Table <br /> 1) indicated hydrocarbon impacted soils remained in place along the northern wall of the excavation <br /> ' and under the concrete encased high voltage electrical lines which transversed the excavation <br /> Subsequent to excavation and soil sample collection, the open excavation was backfilled with clean <br /> engineered sand under the requirements set forth by the City of Stockton Public Works Department <br /> The limits of the excavation are shown on Figure 3 <br /> The PHS/EHD requested additional subsurface investigation be performed to define the extent of <br /> ' residual soil contamination at the site <br /> ' 3.2.2 November 1993 Additional Soil Characterization <br /> On November 16, 1993, RESNA advanced three hand augured borings (SBI, SB2, SB3) in the <br /> 1 northern vicinity of the leak location as depicted on Figure 3 Two soil borings (SBI, SB2) were <br /> located within the existing concrete walkway and one boring (SB3) was located within the concrete <br /> floor of the prisoner bay entrance Analytical results of soil boring samples indicate a zone of impacted <br /> ' sods remain between approximately 3 and 8 feet below grade directly beneath the sidewalk and <br /> building of the police facility <br /> 3.2.3 December 1993 Tank Removal and March 1994 Soil Sampling <br /> On December 17, 1993 the underground storage tanks and associated product lines and dispensers <br /> were removed by Falcon Energy under the direction of Ms Pam Violett of PHS/EHD Soil samples <br /> were collected by Epigene International Consulting Geologists for analyses of benzene, toluene, <br /> ethylbenzene, xylenes (BTEX), total petroleum hydrocarbons as gasoline (TPHg), total petroleum <br /> hydrocarbons as diesel (TPHd), ethylene dnbromnde, and total lead as appropriate Analytical results <br /> indicated that no significant residual hydrocarbons were detected from beneath the tanks, dispenser, or <br /> product lines, with the exception of an apparent leak during the removal of product lines near one of <br /> the tanks The soil impacted as a result of the leak was apparently removed at the time of the spill <br /> Due to questionable delivery times of samples to the laboratory, confirmation samples were collected <br /> by Epngene International on March 21, 1994 Results of the March 21, 1994 samples indicated a minor <br /> release of gasoline hydrocarbons may have occurred in fill material south of the sidewalk along the <br /> former product lines Analytical results of sod samples collected by Epngene International are <br /> summarized in Table 3 Sample locations reported by Epngene International are shown on Figure 3 <br /> ' (RESNA, Tune 1994) <br /> 323 Groundwater Monitoring and Sampli <br /> 1 <br /> Five rounds of groundwater sampling have been conducted at the site since October 1989 <br /> Groundwater monitoring data including depth to water level elevations are contained in Table 4 No <br /> w 1943681reporlslsmil doc 3 <br /> SMTH <br /> i <br />
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