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SITE INFORMATION AND CORRESPONDENCE
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Last modified
1/17/2020 5:16:15 PM
Creation date
1/17/2020 3:34:30 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0505070
PE
2960
FACILITY_ID
FA0006510
FACILITY_NAME
CHEVRON PIPELINE
STREET_NUMBER
0
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
214-020-10
CURRENT_STATUS
01
SITE_LOCATION
GRANT LINE RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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GEOMATRIX <br /> Mr. Robert Mihalovich <br /> Chevron Environmental Management Company <br /> July 12, 2001 <br /> Page 3 <br /> decay constant (k) can be approximated using an exponential equation (Wiedemeier, et al., <br /> 1996).b <br /> Ct= Coe-kt <br /> Where: Ct=concentration at time t <br /> Co =initial concentration <br /> k= first-order decay constant (day-'). <br /> Existing benzene concentrations from monitoring wells MW-6, MW-12, MW-7, and MW-8 <br /> (from 1991 through 2001) were plotted on log-linear graphs vs. time (days), as shown on the <br /> attached Figure 2 (Geomatrix, 2000; Figure 7). An exponential regression trend line of the <br /> data was plotted on each graph(using Microsoft® Excel). As shown on Figure 2, the expo- <br /> nential equations generated from these plots ranged from: <br /> y=4E+18e-O.001x(for MW-6) to y=2E+46e o.0029x (for MW-8). <br /> Using the equation from MW-6 as an example: <br /> y=4E+18e o.00u <br /> Where: y axis=benzene concentration at time t, Ct <br /> 4E+18 =represents an initial concentration' at Day 0, Co <br /> 0.001 =first-order decay constant (total attenuation rate), k(day-) <br /> x axis =time, t(day) <br /> Time (x) and benzene concentration(y) are input parameters from groundwater monitoring <br /> data collected at the site over the past 10 years. The attenuation rate (k) is the slope of the <br /> trend line estimated by exponential regression. Based on exponential regression of the data, <br /> the first-order decay constants (i.e., the range of rates of declining concentrations of benzene <br /> in groundwater) are estimated to be 0.1 percent per day (0.001/day at MW-6) to 0.29 percent <br /> per day(0.0029/day at MW-8). <br /> Comment 3: Estimated Frequency of ORC Replacement and Remediation Duration <br /> using ORC <br /> The estimated frequency of ORC replacement was based on site data and vendor information <br /> regarding the oxygen content of ORC. The remediation duration using ORC was estimated to <br /> be similar to that of NA based on its limited effectiveness due to site constraints. A brief <br /> description of this evaluation is provided below. <br /> b Wiedemeier,T.H.,et. al, 1996,"Approximation of Biodegradation Rate Constants for Monoaromatic <br /> Hydrocarbons(BTEX)in Ground Water," Ground Water Monitoring&Remediation,Vol.XVI,No. 3, <br /> Summer 1996. <br /> It should be noted that the representative initial concentration(Co)is estimated based on backward projection <br /> of the trend line and does not represent actual site conditions. <br />
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