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ARCHIVED REPORTS_XR0008332
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0541936
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ARCHIVED REPORTS_XR0008332
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Last modified
5/18/2020 12:34:06 PM
Creation date
5/18/2020 11:04:48 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008332
RECORD_ID
PR0541936
PE
2957
FACILITY_ID
FA0006149
FACILITY_NAME
RANCH MARKET
STREET_NUMBER
23569
Direction
S
STREET_NAME
SANTA FE
STREET_TYPE
RD
City
RIVERBANK
Zip
95376
CURRENT_STATUS
02
SITE_LOCATION
23569 S SANTA FE RD
QC Status
Approved
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EHD - Public
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EM 1110-1-4001 <br /> 3 Jun 02 <br /> b Mass Removed Given the often highly uncertain quantity of material released or mass present in <br /> the subsurface prior to remediation,the comparison of the mass removed to the mass initially present is a <br /> poor criteria for shutdown At some sites,such as a Superfund site in Arizona,more mass was removed in <br /> the pilot test than was estimated during the remedial investigation to be present at the entire site,and mass <br /> removal was still high at the end of the test <br /> c Target soil concentrations As discussed above,many states'target cleanup levels,especially for <br /> petroleum hydrocarbons,ultimately limit the residual concentrations of contaminants in the soil Since soil <br /> sampling is both costly and potentially disruptive,the site operator will want to be quite certain that the soil <br /> samples will show that the cleanup levels have been attained before they are collected For this reason,the <br /> shutdown sampling is typically conducted in stages,whereby the attainment of one criterion will trigger the <br /> next level of testing,and so on,until achievement of cleanup levels is confirmed For example,the first <br /> criterion might be the attainment of a target vapor concentration in monitoring points,based on a <br /> correlation between extracted vapor and soil concentrations If this target were met,the system might be <br /> shut down for a number of days,after which the in-situ soil gas concentrations and composition would be <br /> analyzed If the soil gas results following shut down met target levels,only then would actual soil samples <br /> be collected Finally,the results of the soil analyses would be compared with the actual cleanup levels for <br /> residual soils At this point,the system might be shut down,but often the equipment will remain in place <br /> for some period of time in the event that future confirmatory samples show that concentrations have risen <br /> above cleanup levels again, in which case system operation would be resumed The use of soil sampling <br /> for confirmation of cleanup and system shutdown must consider carefully the heterogeneous distribution of <br /> soil concentrations at a site and the uncertainties associated with sampling soils for VOCs Soil sampling to <br /> confirm cleanup requires the use of statistically based sampling strategies to quantify the certainty of <br /> achieving goals(USEPA, 1989e) The current SW-846 method 5035 is strongly recommended for <br /> sampling soils for VOCs <br /> d Extracted Vapor Concentrations and Composition <br /> (1) In many cases,the SVE system is operated until the concentrations in the extracted vapors either <br /> drop to non-detectable levels or to some asymptotic (but low)level There are some caveats to this method, <br /> however First,although the decrease of concentrations in the extracted vapor is an indication of the <br /> effectiveness of the system,it is certainly not conclusive evidence that the concentrations in the soil have <br /> decreased proportionally Johnson,Kemblowski,and Colthart(1990b)list other potential reasons for <br /> decreases in vapor concentrations <br /> • Water table upwellmg <br /> • Soil drying <br /> • Diffusion constraints <br /> • Short-circuiting <br /> Use of the concentrations in the influent or from an individual extraction well for shutdown decisions,in <br /> the absence of other data, is also prone to errors due to the large component of relatively clean flow to <br /> many extraction wells that often enters the subsurface near the well This large component of the flow <br /> travels through the zones near the well that are thoroughly flushed after some operation compared to soils <br /> at greater distances from the vent It is quite easy to design an SVE system that reaches low influent <br /> • concentrations while still leaving a significant quantity of mass in the soils,especially near stagnation <br /> 9-6 <br />
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