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ARCHIVED REPORTS XR0000129
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0543389
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ARCHIVED REPORTS XR0000129
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Last modified
11/1/2018 7:40:03 PM
Creation date
11/1/2018 10:54:36 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS XR0000129
FileName_PostFix
XR0000129
RECORD_ID
PR0543389
PE
3528
FACILITY_ID
FA0004512
FACILITY_NAME
MAJOR STATIONS
STREET_NUMBER
1235
Direction
E
STREET_NAME
ALPINE
STREET_TYPE
AVE
City
STOCKTON
Zip
95204
APN
11533055
CURRENT_STATUS
02
SITE_LOCATION
1235 E ALPINE AVE
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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of vertical chemical transport and transformation in the soil column in terms of mass and <br /> concentration distributions among the soil, water and air phases in the unsaturated soil zone The <br />' soil column is defined as a compartment which extends from the soil surface through the unsaturated <br /> zone to the groundwater table Model output includes concentrations of source chemicals In vadose <br /> zone soil moisture at varying depths within the model layers Soil moisture is derived from rainfall <br />' recharge at the surface as it infiltrates through the soil column <br /> 3.4.1 Modeling Assumptions <br /> Residual BTEX compounds and 1,2 dichloroethane (1,2 DCA) present in the former tank pit area <br /> were modeled based on a conceptual soil column consisting of 62 feet of silty clay underlain by 8 <br /> feet of silty sand representing the groundwater zone The chemical distribution within the model <br /> is based on the results of soil sampling discussed above The input chemical distribution for BTEX <br /> and 1,2-DCA extends from the base of the former tank pit excavation (approximately 32 feet below <br /> grade)to the top of the sandy material at 62 feet and includes the detections at 66 feet below grade <br />' as presented in Table 3 An average source concentration of 9 9 ppb benzene between 32 and 66 <br /> feet below grade was assumed in the model <br />' Residual naphthalene compounds present in soil in the former septic leach area were detected at a <br /> depth of 26 feet below grade Due to a greater mobility than naphthalene, 2-methylnaphthalene was <br /> used as the indicator compound for modeling the two naphtha compounds detected The conceptual <br /> SESOIL model for the septic leach area is identical to that for the former tank pit area, with the <br /> exception that the presence of 2-methylnaphthalene was assumed to be distributed throughout the <br /> upper 26 feet of the soil column only Table 3 presents a summary of important chemical input <br /> parameters used in the SESOIL model runs Detailed printouts of all model input parameters are <br /> included as Appendix D <br /> 3.4.2 Modeling Results <br /> The results of SESOIL modeling indicate that dissolved concentrations of modeled compounds in <br /> soil moisture would be present at levels below the primary MCL for each compound with the <br /> exception of benzene and 1,2 DCA Benzene modeling results based on an average source <br /> concentration of 9 9 ppb from 32 to 66 feet indicate a soil moisture concentration at the groundwater <br /> interface of approximately 2 4 ppb The modeling results for 1,2 DCA in the same soil column <br /> based on an average source of 33 ppb from 32 to 66 ft bgs indicates that soil moisture <br /> concentrations could be derived at concentrations of 33 ppb at the groundwater interface Table 4 <br /> presents a summary of modeling results for each compound In reviewing these results, it must be <br /> taken into consideration that the derived soil moisture concentrations occurring at the groundwater <br /> interface will be much higher than the resulting dissolved concentration in groundwater This fact <br /> is primarily the result of dissolution and dispersion phenomenon within the fully saturated <br /> groundwater zone In comparing these modeling results with current detections in groundwater, it <br /> SECOR Intematzonal Inc (SECOR®) CRC Environmental Risk Management7c <br /> 11 <br /> N0026-001-01 add November 30 1994 <br />
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