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ARCHIVED REPORTS_XR0009414
Environmental Health - Public
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12 (STATE ROUTE 12)
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3049
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3500 - Local Oversight Program
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PR0545717
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ARCHIVED REPORTS_XR0009414
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Last modified
11/19/2024 3:45:51 PM
Creation date
6/3/2020 11:16:05 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009414
RECORD_ID
PR0545717
PE
3528
FACILITY_ID
FA0003912
FACILITY_NAME
MARTINIS BAIT & TACKLE
STREET_NUMBER
3049
Direction
W
STREET_NAME
STATE ROUTE 12
City
LODI
Zip
95240
APN
02514016
CURRENT_STATUS
02
SITE_LOCATION
3049 W HWY 12
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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Idlewdd Market <br /> May 23, 1996 <br /> Page -5- <br /> 5 4 Ethylene Dibromide (EDB) <br /> EDB was modeled using a 20 year simulation without applying a degradation rate SESOIL predicted that <br /> it would take approximately 8 years for EDB to reach the capillary fringe under the conditions described <br /> above The predicted concentration of EDB at the capillary fringe is 2 0 µg/ml dissolved, 0 48 fig/g <br /> adsorbed, and 0 10 ttg/cm' air in pores (see Run 5 - Ethylene Dibromide, Appendix B) The primary <br /> MCL for EDB, as defined in the California Code of Regulations, Title 22, Drinking Water Regulatory <br /> Criteria, is 0 00002 µg/ml <br /> I <br /> 5 0 CONCLUSIONS <br /> IThe results of the SESOIL modeling indicate that without degradation, xylene and EDB would reach the <br /> capillary fringe, within approximately 10 to 20 years, at concentrations exceeding their respective primary <br /> MCL's as defined in the California Code of Regulations, Title 22, Drinking Water Regulatory Criteria <br /> The results of the modeling are based on the assumption that no surface pavement exists at the site The <br /> SESOIL modeling results for toluene and ethyl benzene, without applying a degradation rate, indicate that <br /> upon reaching the capillary fringe, the constituents will be at concentrations below their respective MCL's <br /> The soil type used in the model (generic-sand) is considered to be conservative because of the presence <br /> of fine-grained, well indurated, silt and silty sands at the site In addition, a majority of the site is paved <br /> with asphalt and concrete, which is not taken into account by SESOIL A sensitivity analysis for a <br /> biological degradation rate was run using a conservative degradation rate of 0 10 of the published rate for <br /> xylene The results yielded a very low concentration of xylene at the capillary fringe, well below the <br /> primary MCL <br /> A degradation rate for EDB could not be located According to Ms Anne Happel, Ph D , Lawrence <br /> Livermore National Laboratory, EDB does degrade abiotically and is heat sensitive The limited data <br /> available suggests that EDB degrades at a moderate rate in soil and water Therefore, usil,g no <br /> degradation rate for EDB is considered to be conservative <br /> Based on the information presented above, EDB is the gasoline constituent detected in the subject area <br /> that has the potential to impact groundwater at the site The modeling results indicate that the other <br /> I constituents will not impact groundwater underlying the site at levels exceeding the MCL's, considering <br /> conservative degradation rates and soil parameter assumptions Without applying a degradation rate for <br /> EDB, the results of the SESOIL modeling are likely to be exaggerated Sensitivity analysis indicates that <br /> even with a conservative degradation rate, such as the rate used for xylene, constituent concentrations are <br /> decreased dramatically <br /> I7 i) RECOMMENDATIONS <br /> Condor recommends that the excavated area be paved over with asphalt or concrete The pavement will <br /> limit infiltration and subsequent migration of surface water through the vadose zone thereby mimimizmg <br /> 1 the potential for mobilization of contaminates <br /> I <br /> ap CONDOR <br />
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