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COMPLIANCE INFO_FILE 8
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COMPLIANCE INFO_FILE 8
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Last modified
5/6/2020 2:30:04 PM
Creation date
5/6/2020 1:50:16 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
FileName_PostFix
FILE 8
RECORD_ID
PR0009049
PE
2960
FACILITY_ID
FA0004041
FACILITY_NAME
UP TRACY RAIL YARD
STREET_NUMBER
720
Direction
E
STREET_NAME
SIXTH
STREET_TYPE
ST
City
TRACY
Zip
95376
APN
25001014
CURRENT_STATUS
01
SITE_LOCATION
720 E SIXTH ST
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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Mr. James Diel -3- 18 February 2011 <br /> Former Tracy Maintenance Facility <br /> 4. One of the findings of the Report should have been a range of estimated volumes <br /> of both total and recoverable LNAPL. We recognize that such calculations are <br /> based on assumptions that may differ from site-specific conditions. However, this <br /> information should be provided to support future decision making regarding the <br /> LNAPL plume. Please provide this information. <br /> 5. Please explain the rationale for selecting the soil core from boring LIF-02 for <br /> relative permeability testing of soils (Section 4.1.4, fourth paragraph). How was it <br /> determined that this soil core was representative of permeabilities within the <br /> overall footprint of the LNAPL occurrence? <br /> 6. Observed increases in LNAPL thickness in well MW-06A and four others over the <br /> past 12-18 months are not explained in the Report. Review of Figures 4 through 6 <br /> indicates that seasonal water level fluctuation is not the cause of these changes. <br /> Please describe and explain the recent increases in LNAPL thickness in these <br /> wells. <br /> 7. Section 5.2.2 discusses residual saturation and LNAPL field saturation. The text <br /> should provide a correlation of residual saturations with relative mobility. What <br /> ranges of field LNAPL saturation values represent negligible, moderate, and high <br /> potential for mobility? What range of saturation values indicates potential mobility <br /> at the plume scale, as opposed to the pore scale? What do these two scales of <br /> mobility indicate about potential approaches to recovery? <br /> 8. We would appreciate a recapitulation of the data, calculations, and interpretations <br /> that were performed to support the design of the DPE system in the late 1990s. It <br /> is clear that this Report draws radically different conclusions about the <br /> recoverability of LNAPL from those derived by the prior consultant. How did the <br /> evaluations of LNAPL mobility conducted at the time of DPE system design, and <br /> in the rebound study in 2003, differ from the one presented in this report? Did all <br /> of the DPE wells perform as expected? Please summarize differing <br /> interpretations, assumptions, or data gaps that existed in the late 1990s that have <br /> since been addressed. <br /> 9. Results in the Report seem to indicate somewhat more favorable conditions for <br /> recovery of LNAPL in the vicinity of borings LIF-02 and LIF-10. Certain depth <br /> intervals appear to have more favorable conditions for mobility than others in <br /> these borings. Dual-phase extraction well DPEX-4 is located within 20 feet of LIF- <br /> 02, and presumably this well performed satisfactorily (see Item 8 above). <br /> However, no extraction has been attempted to date in the vicinity of LIF-10. <br /> Please evaluate the potential for focused LNAPL recovery in the context of the <br /> results shown in Figures 12 and 13. Include an evaluation of optimizing and re- <br /> starting the DPE system to focus on the DPEX-4 area. <br /> 10. In Section 5.2.5, the Report states that the dissolved TPHd plume is stable, i.e., <br /> not expanding. We accept ARCADIS' interpretation that the LNAPL plume has <br /> insufficient head pressure to continue to move into unaffected pore space and is, <br /> in that sense, stable. However, as the LNAPL continues to maintain equilibrium <br />
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