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ARCHIVED REPORTS_XR0002482
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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FRESNO
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1817
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2900 - Site Mitigation Program
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PR0540859
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ARCHIVED REPORTS_XR0002482
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Last modified
1/15/2020 3:45:23 PM
Creation date
1/15/2020 3:07:24 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002482
RECORD_ID
PR0540859
PE
2960
FACILITY_ID
FA0023361
FACILITY_NAME
PLAY N PARK (FORMER BARNES TRUCKING)
STREET_NUMBER
1817
Direction
S
STREET_NAME
FRESNO
STREET_TYPE
AVE
City
STOCKTON
Zip
95206
CURRENT_STATUS
01
SITE_LOCATION
1817 S FRESNO AVE
P_LOCATION
01
QC Status
Approved
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EHD - Public
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CLEARWATER <br />' G R D U P <br /> • Enwronmentul Services <br /> 1 transport to a DHS-certified laboratory for analysts The sample was analyzed for concentrations of TPHg, BTEX, <br /> and MTBE by EPA Method 826011 by Kiff Analytical in Davis, California <br /> Combined GWE/SVE Testing <br />' On March 13, 2002, Clearwater performed combined GWE/SVE testing on DPW-1 Based on data collected during <br /> the GWE step-tests, a pumping rate of 1 75 gpm was required to maintain drawdown to approximately 25 feet bgs in <br />' DPW-1 before SVE testing began, so that 15 feet of screen was exposed for SVE After initiation of groundwater <br /> pumping, an electric blower was connected to the wellhead and used to induce a vacuum for the SVE portion of the <br /> test Several steps of applied vacuum starting at 10 inches of water column (in w c) ending at 50 in w c were <br />' applied to DPW-1 During SVE testing,the pumping rate needed to be increased to 2 1 to 2 2 gpm to maintain water <br /> level at 25 feet bgs at a vacuum up to 40 in w c At a vacuum of 50 in w c , the pumping was increased to <br />' approximately 2 5 gpm to maintain the water level Combined GWE/SVE testing occurred for less than 4 hours <br /> During GWE/SVE testing, Clearwater measured the vacuum and air flow rate at the well head of DPW-1, and <br />' induced vacuum at nearby wells to determine radius of influence(Tables 4 and 5) <br /> 1 Extracted air was treated with vapor-phase GAC canisters prior to discharge to the atmosphere The GAC canisters <br /> were removed by the provider for appropriate regeneration following the tests <br />' At the end of each step, a vapor sample was collected in a Tedlar bag A total of 4 air samples were collected from <br /> this phase of testing DPWA The vapor samples were labeled, documented on a cham-of-custody form, and stored <br />' in a dark container for transport to a DHS-certified laboratory for analysis Each vapor sample was analyzed for <br /> concentrations of TPHg, BTEX, MTBE by EPA Method 8260B by Kiff Analytical The laboratory analytical report <br />' and chain-of-custody is included in Appendix C <br /> Combined GWE/SVE/AS Testing <br />' On March 14, 2002, an air sparge test was conducted on air sparge well AS-1 at the same time as GWE and SVE <br /> was performed on DPW-1 The sparge test was conducted using a compressor to pressurize well AS-1 until air flow <br />' was induced through the well screen (screened from 23 to 25 feet below grade) Soil vapor was extracted <br /> concurrently from dual—phase extraction DPW-1 in a manner similar to that described above During the air <br />' sparging test,pressure and air flow into the sparge well were monitored, and vacuums/pressures at observation wells <br /> were monitored Data from combined GWE/SVE/AS testing is included in Table 6 The test was completed in steps <br /> using different vacuums at DPW-1 An air sample was collected from DPW-1 during sparging and soil vapor <br />' extraction (INF-SP) and analyzed for concentrations of TPHg, BTEX, and MTBE by EPA Method 8260B by Kiff <br /> . Analytical The laboratory analytical report and chain-of-custody is included in Appendix C <br /> t <br />' ZB178C Feas Test Report 5 May 9, 2002 <br />
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