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SITE INFORMATION AND CORRESPONDENCE
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Last modified
5/29/2019 11:58:23 AM
Creation date
5/29/2019 11:10:41 AM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0508450
PE
2960
FACILITY_ID
FA0008087
FACILITY_NAME
DDJC-TRACY
STREET_NUMBER
25700
STREET_NAME
CHRISMAN
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25207002
CURRENT_STATUS
01
SITE_LOCATION
25700 CHRISMAN RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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Mr Peter MacNicholl <br /> February 21, 2009 <br /> Page 3 <br /> 5. Figure 2.4 Water levels at the screened intervals should be added to the figure. <br /> The figure should be revised. <br /> 6. Section 3.0 introduction. The dieldrin plume is apparently only stable if <br /> groundwater velocities stay below some threshold value. This is not equivalent <br /> to stable under all conditions. The section should be revised. <br /> 7. Section 3.1 The radius of influence was not correctly calculated. Using the <br /> Theis method and the same assumptions above, for 3 gpm the threshold velocity <br /> is reached at about 60 feet. The section should be revised. <br /> 8. Figure 2-3 The word lenses should be removed, and the sands and gravels <br /> should be described as channels, consistent with the depositional environment. <br /> Figure 2-4 shows that the deposits are not actually continuous, but more likely <br /> represent a high-energy braided stream environment, with discontinuities formed <br /> by channel shifting. This both allows for a better conceptual model of the <br /> geologic environment, and suggests strategic approaches to remediation. The <br /> stratigraphic description should be revised to better portray the depositional <br /> environment. <br /> 9. Section 3.1 Figure 2-4 shows that LM74AU encountered a gravel 'lens' <br /> (actually a probable channel deposit) which coincidentally has unattenuated <br /> dieldrin concentrations. The shape.of the plume, both in plan and cross section, <br /> strongly suggests it is being influenced by a high-conductivity channel.. The <br /> section should be revised. <br /> 10.Section 3-1 The above analysis does not support the conclusions of the natural <br /> attenuation study. There is no convincing evidence that dieldrin is being <br /> adsorbed, because dieldrin has traveled at ambient groundwater velocities for <br /> over 300 feet. The evidence presented shows that dieldrin prefers to travel in the <br /> path of least resistance, or highest conductance. This matches the pattern for <br /> non adsorbed and nondegraded tracers, and is quite atypical for dieldrin. The <br /> assertion that the bulk of the dieldrin is adsorbed is not supported by the data. <br /> The section should be revised. <br /> 11.Section 3.1 The mass of dieldrin in the plume should be estimated. GSU's <br /> estimate using the supplied data is that for a volume of 400' x 325' x 50' x 10% x <br /> 0.1/1000000000, and converting cubic feet to liters, is 0.002 grams, which <br /> suggests that the bulk of the dieldrin is not adsorbed, but merely filtered out in <br /> transit. The section should be revised. <br />
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