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ARCHIVED REPORTS XR0000155
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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ASHLEY
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7644
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3500 - Local Oversight Program
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PR0543394
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ARCHIVED REPORTS XR0000155
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Entry Properties
Last modified
8/19/2020 4:11:54 AM
Creation date
11/5/2018 10:27:26 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000155
RECORD_ID
PR0543394
PE
3528
FACILITY_ID
FA0003967
FACILITY_NAME
AT&T California - UE132
STREET_NUMBER
7644
Direction
N
STREET_NAME
ASHLEY
STREET_TYPE
Ln
City
Stockton
Zip
95212
CURRENT_STATUS
02
SITE_LOCATION
7644 N Ashley Ln
P_LOCATION
99
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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0 <br /> wreraveowNC .ACRAMENTO <br /> 5. 0 SYSTEM PERFORMANCE EVALUATION <br /> 5. 1 Flow Rates <br /> The flow rate, as measured by the pitot tube/differential <br /> pressure gauges, for EW6 was, on average, 48. 56 scfm during the <br /> pilot study. This flow gate induced a average vacuum equivalent <br /> to 0. 13 inches of water on EW7 and 0 . 15 inches of water on EW8. <br /> 1 The SVE power requirement was approximately 10 amperes at the <br /> average flow rate of 48. 56 scfm. <br />' The amperage was varied during the study to record the <br /> maximum flow rate possible. However, the flow rates were <br />' restricted by the maximum backpressure allowed by the carbon <br /> vessels. The maximum flow rate induced in EW6 was 51 scfm, which <br /> induced an equivalent vacuum of 2 . 0 inches of water in EW7 and <br /> EW8 . However, as the backpressure reading was offscale at that <br /> flowrate, the flowrate was reduced to avoid damage to the carbon <br /> Mvessels. <br /> The pilot test data indicate that effective subsurface soil- <br /> vapor communication can be established between the extraction <br /> wells by use of an SVE system capable of inducing a flow of <br /> ' approximately 45 to 50 scfm. The pilot test data also indicate <br /> that one well, EW6, can be used effectively to extract soil vapor <br /> from the entire volume of impacted soil . <br /> 5.2 Hydrocarbon Removal <br /> ' Total hydrocarbon vapor concentration and flow rate data <br /> were used to calculate vapor recovery rates, product (diesel) <br /> recovery rates and the total volume of diesel recovered from the <br /> system. Total hydrocarbon concentrations in vapor samples <br /> collected from the system were measured during the study. For <br /> ' comparison to the field measurements, vapor samples were <br /> collected for laboratory analysis (Section 4 . 6) . The laboratory <br /> analytical data and the corresponding field measurements are <br /> ' 15 <br />
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