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ARCHIVED REPORTS_XR0003102
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ARCHIVED REPORTS_XR0003102
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Entry Properties
Last modified
2/6/2020 2:58:24 PM
Creation date
2/6/2020 9:03:43 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003102
RECORD_ID
PR0527643
PE
2960
FACILITY_ID
FA0005232
FACILITY_NAME
TONY GONZALES TRUCKING INC
STREET_NUMBER
1855
STREET_NAME
JACKSON
STREET_TYPE
AVE
City
ESCALON
Zip
95320
APN
22715406
CURRENT_STATUS
02
SITE_LOCATION
1855 JACKSON AVE
P_LOCATION
06
P_DISTRICT
004
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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Mr. Marty Hartzell <br /> Page 7 of 10 <br /> • included in Attachment E. Based upon the data collected during the five days of operation at the site, a <br /> total of approximately 6 pounds of hydrocarbons (1.2 pounds per day) were removed using the IC <br /> Engine. <br /> If an initial mass removal rate of 7 pounds per day could be sustained, soil vapor extraction could <br /> theoretically cleanup the residual soil contamination within a period of about 3 months if the initial <br /> removal rate was maintained. However, experience at many other sites shows that influent vapor <br /> concentrations typically decrease 90% or more during the first month or two (700-1400 hours) of <br /> continuous operation. Since the previous investigation determined that most of the residual <br /> hydrocarbons in the soil exists within fine grained soils, the hydrocarbon removal rate would be limited <br /> by diffusion of contaminants from the contaminated zone into the moving vapor stream, since vapor <br /> flows around but not through the zone of contamination. Thus, we would expect that a much longer <br /> period of operation would be required to substantially remediate the residual soil contamination. Based <br /> upon our experience at other sites we feel that an operational period of at least 24 months would be <br /> required to achieve theoretical cleanup levels. The heterogeneous nature of the soil, for which vapor- <br /> phase diffusion is a limiting factor, suggests that residual contamination would remain in soil even after <br /> influent vapor concentrations decline to minimal levels. In other words, detectable levels of gasoline <br /> constituents will likely remain in the soil even if a full-scale vapor extraction system was operated at the <br /> site for an extended period of time. <br /> CONCLUSIONS <br /> Ground Zero previously evaluated soil remediation alternatives and determined that passive <br /> remediation, source excavation with off-site landfilling, and soil vapor extraction were the three <br /> most viable alternatives. Each of the three alternatives would meet the threshold criteria of <br /> providing overall protection of human health and the environment and compliance with Applicable <br /> and Relevant or Appropriate Requirements (ARARs), but the time frame required to meet those <br /> objectives would vary (Problem Assessment Report, May 14, 2001). Based upon balancing and <br /> modifying criteria presented in the Problem Assessment Report, Ground Zero concluded that soil <br /> vapor extraction would have greater acceptance by the State and should be implemented if <br /> feasible and/or warranted. <br /> Based upon the results of the recent investigation and soil vapor extraction test conducted at the <br /> site, however, it does not appear that the installation and operation of a full-scale soil vapor <br /> extraction system is warranted. This conclusion is supported by the following: <br /> • Soil samples collected in the subsurface indicate that gasoline contamination beneath the site is <br /> limited in extent, as evidence by the rapid lateral attenuation of contamination between <br /> borings SBI and VW1, which are located approximately 41/z feet apart. <br /> • Less than 300 kg, or approximately 650 pounds, of gasoline contamination remains in soil <br /> beneath the former gasoline tank. <br /> • The great majority of contamination is bound up in fine grained soil between the depths of <br /> • approximately 24 and 28 feet (clay) and approximately 38 and 42 feet (silt). <br /> O:DaG10R0[MD285gaual alEtcpwtAVEI7tPC.doc <br />
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