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ARCHIVED REPORTS_XR0012529
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0540885
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ARCHIVED REPORTS_XR0012529
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Last modified
4/10/2020 5:05:16 PM
Creation date
4/10/2020 3:28:52 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012529
RECORD_ID
PR0540885
PE
2960
FACILITY_ID
FA0023381
FACILITY_NAME
FORMER EXXON SERVICE STATION NO 73942
STREET_NUMBER
4444
Direction
N
STREET_NAME
PERSHING
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
11022017
CURRENT_STATUS
01
SITE_LOCATION
4444 N PERSHING AVE
P_LOCATION
01
QC Status
Approved
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EHD - Public
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3.2 AIR SPARGING WELLS <br />' Air-sparging wells SWI and SW2 were installed as shown in Figure 2 Boreholes for the <br /> wells were drilled using a truck-mounted rotary drill and S 5-inch outside-diameter <br /> hollow-augers The boreholes were drilled down to 45 feet (SWI) and 50 feet (SW2) below <br /> ground surface Soil samples were collected at 5-foot intervals in the saturated zone in order <br /> to define entrapped petroleum hydrocarbons and so that the well screen could be placed <br /> beneath them For quantitative confirmation of hydrocarbon concentrations in the soils, two <br />' soil samples from these selected zones were retained, labeled, placed in an ice-filled cooler, <br /> and shipped to Pace Incorporated, where they were analyzed for TPH-g and BTEX On the <br /> basis of OVA readings and soil appearance, screened well casing (0 010-inch slot, nominal <br /> 2-inch diameter) was placed in each well from 40 to 45 feet below ground surface The <br /> annular space around and above the screen (2 feet in SWI and 5 feet in SW2) was filled with <br />' sand, which was sealed with bentonite pellets one-foot thick, and the remaining annular space <br /> was filled with cement-bentonite grout to ground surface Each air-sparging well was <br /> completed and secured at the surface in a watertight monitoring well cover Boring logs and <br />' completion details for SWI and SW2 are included in Appendix A. <br /> 3.3 QUARTERLY GROUNDWATER SAMPLING <br />' On 18 May 1993, MW 13 was developed and groundwater samples were collected from <br /> 11 wells, including MW13 The wells were monitored for the presence of liquid-phase <br /> hydrocarbons and depths to water were measured with an optical interface probe. Selected <br /> wells were purged with a vacuum truck and dedicated PVC piping that had been <br /> steam-cleaned before being used in the well At least four casing volumes of water were <br />' removed before samples were collected. Groundwater samples were collected with disposable <br /> polyethylene bailers that had been cleaned at the factory and that had been rinsed three times <br /> with deionized water before being used in a well The water was poured from the bailer into <br /> 40-m1 VOA vials, which were then labeled properly and placed in an ice-filled cooler for <br /> storage and transport The samples were collected, stored, and transported under <br /> chain-of-custody procedures. Copies of purge and sample forms are included as Appendix B <br /> 1 <br /> 4. RESULTS OF THE CURRENT INVESTIGATION <br />' 4.1 SOIL ANALYTICAL RESULTS <br />' Table 1 presents the analytical results for soil samples collected from the boreholes of MW 13, <br /> SWI, and SW2 Copies of the laboratory analytical reports are included in Appendix C. <br /> tTwo soil samples from the borehole for MW 13, collected 7 feet above the water table <br /> (25 5 feet below ground surface) and immediately above groundwater (32 5 feet below ground <br /> surface) were analyzed for TPH-g and BTEX No petroleum hydrocarbons were detected in <br /> these samples at concentrations equal to or greater than the method detection limits, which are <br /> 1 mg/kg for TPH-g and 0 005 mg/kg for BTEX <br /> 6373942(2yRoI69_vrx 3 3 <br />
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