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ARCHIVED REPORTS XR0000240
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3500 - Local Oversight Program
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PR0543431
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ARCHIVED REPORTS XR0000240
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Last modified
2/5/2019 3:38:23 PM
Creation date
2/5/2019 2:07:13 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000240
RECORD_ID
PR0543431
PE
3528
FACILITY_ID
FA0003683
FACILITY_NAME
Caltrans-Stockton
STREET_NUMBER
1604
Direction
S
STREET_NAME
B
STREET_TYPE
St
City
Stockton
Zip
95206
APN
171-090-08
CURRENT_STATUS
02
SITE_LOCATION
1604 S B St
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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7.0 PROPOSED CORRECTIVE ACTION PLAN <br /> Based on the nature of the soil impacts beneath the site, and based on the results of the VET as <br /> described herein, Geocon recommends soil vapor extraction as the most feasible and cost effective <br /> interim corrective action option. Test data indicates that vapor extraction has the ability to remove <br /> hydrocarbon mass from beneath the site without further excavation and can utilize the existing <br /> extraction wells. <br /> The soil remediation goal for the subject site is to reduce the concentrations of TPHg in soil to below <br /> I 100 mg/kg. This soil remediation goal is supported by the following discussion. Geocon's previous <br /> experience in the operation of VES's indicates that the degree of soil contaminant reduction varies in <br /> accordance with the length of extraction and the mass removal decay rate. Typically, if a soil VES is <br /> operated until the mass removal rate has dropped to approximately less than 5 ppd, resultant post- <br /> remediation soil concentrations are usually less than 100 mg/kg. The operation of vapor extraction <br /> systems at mass removal rates significantly less than 5 ppd is not considered cost-effective because <br /> the residual contaminant mass consists of the heavier end range of the petroleum hydrocarbon <br /> product,which are difficult to extract due to decreased volatility. 1 <br /> i <br /> This section outlines the proposed Corrective Action Plan (CAP) by providing preliminary design <br /> criteria and scheduling information relative to the design, permitting and operation of the VES. In <br /> addition, this section presents a site specific VES layout which includes proposed subsurface trench <br /> routes and the aboveground remediation equipment compound location. <br /> 7_1 Preliminary Design Criteria <br /> I <br /> A VET was performed to simulate future vapor extraction and obtain preliminary design criteria for <br /> a VES. Data obtained from the VET indicated that a vapor extraction per well flowrate of <br /> approximately 50 scfm can be achieved for wells VW-1 and VW-2. The VET data also indicated that <br /> a TPHg vapor concentration of approximately 33,000 mg/m3, as limited by the processing capacity <br /> of the therm-ox, with a corresponding mass extraction rate of approximately 300 ppd can be <br /> expected at the time of VES start-up. The results of the VET indicated that vapor extraction <br /> technology is a feasible remedial alternative for the site. The preliminary design criteria for the VES <br /> is summarized below and a VES Capture Zone and Layout Map for the subject site is depicted on <br /> Figure 7. <br /> • Number of vapor extraction wells=2 <br /> I <br /> • Recommended extraction flowrate per extraction well=50 scfm <br /> • VES Maximum Process Capacity Specification= 150 scfm <br /> • Estimated TPHg vapor process concentration at start-up=33,000 mg/m3 <br /> • VES TPHg mass extraction rate at 100 scfin =300 ppd <br /> i <br /> i <br /> Project No.58100-06-11C -9- December 17,1996 <br />
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