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ARCHIVED REPORTS_XR0012279
Environmental Health - Public
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PR0545857
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ARCHIVED REPORTS_XR0012279
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Last modified
7/15/2020 7:57:38 PM
Creation date
7/15/2020 3:09:03 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012279
RECORD_ID
PR0545857
PE
3528
FACILITY_ID
FA0005147
FACILITY_NAME
E-Z FOOD
STREET_NUMBER
2537
STREET_NAME
WATERLOO
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
11914035
CURRENT_STATUS
02
SITE_LOCATION
2537 WATERLOO RD
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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00) <br />91 Vapor Extraction Feasibility Study Findings and Recommendations <br />Both the VOC field screening and laboratory analytical data demonstrate that soil vapor hydrocarbon <br />concentrations can be extracted from the vadose zone Data collected during the VEFT demonstrates that <br />vapor extraction can be utilized for remediation of vadose zone soils at the site, and that vapor extraction <br />technology is appropriate for remediation The established radius of influence for vapor extraction based <br />on the feasibility study is at least 66 feet However, a more conservative radius of influence of <br />approximately 50 -feet can be established as a reasonable design parameter Based on the design radius of <br />influence, an additional two vapor extraction wells should be installed on-site In addition, the VEFT <br />demonstrates that remediation equipment capable of extracting and treating 250 CFM of soil vapor could <br />be used for remediating the site <br />The hydrocarbon removal rate (R) is a function of volumetric flow rate (V) of the specific remediation <br />equipment used and hydrocarbon concentration (C) of the influent soil vapor stream Based on a <br />theoretical maximum flow rate of 250 ACFM for a proposed vapor extraction remediation system and a <br />maximum TPHg concentration of 17,000 ppmv from analytical data collected during the VEFT, a <br />theoretical maximum_hvdrorarbon removal rate (R) of 1,422 pounds per day (lb/dav) from the site can be <br />caiculated from the fullowing-4LLdLL i. <br />R=(V C Mw F1)/(F2 F3), where <br />R -- Hydrocarbon Removal Rate (lb/day), <br />V — Volumetric Flow Rate (ACFM), <br />C — Hydrocarbon Concentration, <br />Mw — Molecular Weight of Gasoline (86 lb/lb-mole), <br />F1 — Minute to Day Conversion (1,440 minutes/day), <br />F2 — Conversion Factor (1,000,000/parts per million), <br />F3 — Ideal Gas Mass Conversion (370 cubic feet/lb-mole) <br />However, the actual maximum destruction capability of a typical 250 CFM thermal oxidizer is <br />approximately 600 lb/day Therefore the destruction capabilities of the proposed remediation system <br />equipment should be used as the limiting factor for calculation hydrocarbon mass removal rates <br />9 2 Air Sparge Feasibility Study Findings and Recommendations <br />Data collected during the ASFT demonstrates that air sparging may be utilized for remediation of vadose <br />zone soils and groundwater at the site, and that air sparge technology is appropriate for remediation The <br />established design radius of influence for air sparging based on the feasibility study is at least 59 feet <br />However, a more conservative air sparge radius of influence of approximately 50 feet can be established <br />as a reasonable design parameter In addition, the ASFT demonstrates that air sparge remediation <br />EZ 100966 CAP <br />S \EZ ServelEZ 1009661Reports1100966CAP <br />18 <br />ATC ASSOC73te5 lnc <br />ATC Project No 43 25827 0026 <br />
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