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2900 - Site Mitigation Program
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PR0518600
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
12/7/2018 10:53:10 AM
Creation date
12/7/2018 10:30:36 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0518600
PE
2960
FACILITY_ID
FA0013996
FACILITY_NAME
CROP PRODUCTION SERVICES
STREET_NUMBER
1905
Direction
N
STREET_NAME
BROADWAY
City
STOCKTON
Zip
95205
APN
14315004
CURRENT_STATUS
01
SITE_LOCATION
1905 N BROADWAY
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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W.T.Nickerson <br /> July 14, 1997 <br /> Page 6 <br /> We agree. While a formal conceptual site model has not yet been developed for this facility, much is known <br /> about the characteristics of these aquifers from regional data and from the behavior of the monitoring wells <br /> during purging. We also have more than two years of ground water level measurements which reflect how the <br /> aquifers respond to seasonal inflow and recharge. Aquifer testing is planned as apart of the feasibility study <br /> process. <br /> "6.4 Air Sparging and Vapor Extraction <br /> Air sparging and vapor extraction are being used successfully to remediate a groundwater plume in Yolo <br /> County that contains, among other chemicals, 1,2-DCP. The Yolo County site contains 1,2-DCP in similar <br /> concentrations to this site. The report's statement that"a specific drawback to air sparging and vapor extraction <br /> is the low concentrations of contaminants present" is misleading and apparently inaccurate." <br /> We intend to obtain information on the project mentioned from Yolo County staff in the near future. We <br /> recognize the viability of in-situ methods such as air sparging and vapor extraction. All sites, however, are <br /> not amenable to such solutions. All in-situ remediation technologies which rely upon or enhance volatilization <br /> and/or biodegradation are subject to the limitations of the physical system in which they are operating. Such <br /> factors as soil porosity and pore communication, adsorption coefficients, interactions with authigenic mineral <br /> and organic compounds, soil pH, hydraulic characteristics, the suitability of the subsurface environment for <br /> support of adequate populations of beneficial organisms to all serve to limit how effective the in-situ method <br /> will be for a given site. If regulatory levels of"not detected"are going to be enforced at this site, a great deal <br /> of effort could be expended installing such systems, which might be prevented from achieving the mandated <br /> levels by any number of dii ferentprevailing conditions. In particular, where concentrations are at a fewparts <br /> per billion, persistent and seemingly stubborn residue often remain at contaminated sites despite the best <br /> designs and most diligent system maintenance. The statement was included to provide valid empirical <br /> information from other sites, as at low initial concentrations it is often difficult to establish an effective <br /> microbial population, due to lack of available food. We mention these potential problems only for purposes <br /> of ensuring the efficient expenditure of remediation funds. <br /> The issues raised in this report are to be resolved in future pilot-scale or bench-scale testing, aquifer testing, <br /> further site characterization, and research. Other contaminants now recognized as needing mitigation can <br /> almost all be treated in ways similar to those discussed in this report. We appreciate the comments by the <br /> Board, and look forward to working with the Board in the development of the most appropriate course of <br /> action for this site, in accordance with policy. <br />
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