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ARCHIVED REPORTS_2003 FEASABILITY STUDY REPORT AND SITE ASSESSMENT WORK PLAN
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ARCHIVED REPORTS_2003 FEASABILITY STUDY REPORT AND SITE ASSESSMENT WORK PLAN
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Last modified
2/10/2020 6:58:46 PM
Creation date
2/10/2020 4:41:37 PM
Metadata
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EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2003 FEASABILITY STUDY REPORT AND SITE ASSESSMENT WORK PLAN
RECORD_ID
PR0542464
PE
2960
FACILITY_ID
FA0024404
FACILITY_NAME
CHEVRON FUEL TERMINAL 1001621
STREET_NUMBER
22888
STREET_NAME
KASSON
STREET_TYPE
RD
City
BANTA
Zip
95304
APN
23906015, 16, 17
CURRENT_STATUS
01
SITE_LOCATION
22888 KASSON RD
P_LOCATION
03
QC Status
Approved
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S E C O R <br /> 2003 Feasibility Study Report and Site Assessment Work Plan <br /> July 18, 2003 <br /> Page 11 <br /> p = bulk density of the aquifer sediments <br /> n = effective porosity of the aquifer sediments <br /> Organic compounds are hydrophobic and are sorbed by weak forces. The sorption of these <br /> compounds is related to the amount of organic carbon in the aquifer materials. Kd can be <br /> determined from the organic carbon content by the following equation: <br /> Kd =fo, x Ko, <br /> where, <br /> fogy = fractional organic carbon concentration in the aquifer sediments <br /> Kos = distribution coefficient of the organic compound in water and 100 <br /> percent fraction organic carbon <br /> This relationship implies that the retardation factor is dependant upon the percentage of organic <br /> carbon contained within the aquifer. <br /> A first order irreversible process that would represent radioactive decay or biodegradation was <br /> included for the initial solute transport run of the model. This phenomenon can be attributed to the <br /> . occurrence of source decay with respect to groundwater impacts. The decay rate constant (X) for a <br /> compound, which is usually given in terms of the half-life of that compound, can be estimated from <br /> the following equation: <br /> X= In(2)/t112 <br /> where t1,2 is the half-life of the degradable material (the time required for the concentration toto <br /> decrease to one-half of its original value). <br /> Initial radioactive decay values were selected based on available published data (Howard, etal., <br /> 1991). A single degradation value for each COC was assigned. An initial decay constant for MtBE <br /> was based on the range of half-life values of MtBE obtained from literature research. Initial decay <br /> constants for TPHg and TPHd where based on known half-life values of selected TPHg and TPHd <br /> constituents (i.e., benzene, toluene, styrene, fluorene, naphthalene, etc.). These initial values were <br /> modified, as necessary, during the calibration processes of the transport model. Decay constants <br /> were not varied outside the range of published half-life values. <br /> 4.1.2 Toxicity <br /> Toxicity of contaminants in groundwater is based on the persistence of the contaminant and the <br /> completed pathway of the contaminant to a receptor. Generally, the fate and transport of <br /> contaminants at a site are evaluated by considering the physical and chemical interactions of the <br /> contaminants within the environment. Various parameters, including mobility, persistence, and <br /> abundance, are considered in the evaluation. Of the parameters, mobility and persistence are of <br /> primary importance. Mobility represents the potential for a chemical to migrate along a given <br /> pathway. Persistence is a measure of how long a chemical will remain in the environment. <br /> 11Chevron\1001621\REPORTS\2003\2003FS\FS_2003_revD.doc <br />
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