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ARCHIVED REPORTS XR0000197
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3500 - Local Oversight Program
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PR0543430
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ARCHIVED REPORTS XR0000197
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Last modified
2/5/2019 11:37:04 AM
Creation date
2/5/2019 10:01:08 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000197
RECORD_ID
PR0543430
PE
3528
FACILITY_ID
FA0009377
FACILITY_NAME
CAL TRANS MAINT SHOP 10
STREET_NUMBER
1603
Direction
S
STREET_NAME
B
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
16918002
CURRENT_STATUS
02
SITE_LOCATION
1603 S B ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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test was conducted by creating a vacuum in the extraction well with a portable vapor pump. <br /> The air flow rate at the well was determined by measuring the flow-induced pressure <br /> differential across a pitot tube on the pump, and converting to flow rate using the <br /> manufacturer's conversion equation. <br /> Vacuum versus time data were collected from the extraction well and the observation wells <br /> using Magnehehc' pressure gauges,which record negative pressure (vacuum)in equivalent <br /> inches of water. The data were recorded as net pressure drawdown from the initial soil <br /> pressure (atmospheric) within the sealed well casing The test was conducted for 3 hours; <br /> testing was considered complete when no significant vacuum change was measured in the <br /> observation wells over a 15-minute period. The distance between test wells and observation <br /> wells vaned from 10 to 30 feet (see Figure 2). Refer to Appendix A for details of vapor test <br /> protocol, data acquisition procedures, and test equipment. <br /> Periodically during the test, effluent hydrocarbon vapor concentrations were measured with <br /> a hydrocarbon detector at the vapor extraction pump with a combustible gas indicator. An <br /> analytic-grade effluent sample was collected from the extraction well 30 minutes into the <br /> test. The air sample was collected in a 64iter evacuated stainless steel canister. <br /> Extraction Well Vacuum and Flow Rates <br /> During the test, extraction from MW-10 caused a vacuum of approximately 36 to 40 inches <br /> of water (units of pressure) in the well, corresponding to an approximate flow rate of 48.0 <br /> cubic feet per minute (cfm) Monitoring well responses were recorded during the test. A <br /> maximum vacuum of 1.9 inches of water was detected 22 feet from the extraction well at <br /> MW-2 A minimum vacuum of 0 63 inch of water was observed 10 feet away in MW-1. <br /> Air Parameter Estimates <br /> A time dependent transient analysis was applied to observation well vacuum response. The <br /> Hantush fluid-flow model was selected because it provides information regarding air leakage <br /> from the ground surface and vertical permeability of the material through which leakage is <br /> occurring. This information is important because the effective zone of vapor capture is, in <br /> part, determined by the "leakiness" of the soil and site cover. Air transmissivity, storage, and <br /> r/B values, components of the Hantush well function for a leaky aquifer predicted from <br /> Hantush analysis, are presented in Table 2 below. The r/B parameter is proportional to the <br /> radius from the pumping well and the vertical air permeability of the leaking unit; greater <br /> r/B values suggest greater air permeability and leakage Vapor extraction test procedures <br /> are presented in Appendix A. Additional discussion of the Hantush method is included in <br /> Appendix B <br /> 3 <br />
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