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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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Peter MacNicholl 11 April 2007 <br /> Dieldrin in Groundwater at Tracy Depot Page 2 <br /> exposure point concentrations using ProUCL 4.0, which properly takes into account the large <br /> number of samples in which dieldrin was below the detection limit. <br /> 2. Prior Agreement with Regulators: An e-mail is attached to this report, sent by Mr. Xuan <br /> Tran of USEPA Region 9, dated 30 January 2007, and addressed to Mr. Marshall Cloud of <br /> Defense Logistics Agency. This e-mail states that USEPA Region 9, San Francisco Bay Re- <br /> gional Water Quality Control Board, and DTSC will allow the Department of Defense to <br /> eliminate dieldrin as a chemical of potential concern in groundwater, provided an assessment <br /> of the highest concentration detected shows risks and hazard in the "risk management range" <br /> for domestic use of the groundwater. Mr. Tran goes on to state that risks or hazards higher <br /> than this might trigger re-opening the Record of Decision for the groundwater at this site. <br /> 3. Underestimation of Risk and Hazard: CmAX for dieldrin in groundwater was 0.19 µg/L, <br /> but the Department of Defense used 0.049 µg/L as their exposure point concentration. This <br /> latter value'is stated to be the 95% upper confidence limit on the mean concentration <br /> (95UCL), as estimated by ProUCL 3.0. Cancer risk and non-cancer hazard were estimated to <br /> be 5 E-5 and 0.41 using the 95UCL. These values would have been more than fourfold <br /> higher using CmAx, or—2 E-4 and—1.6. These latter results would have failed the criteria laid <br /> out in Mr. Tran's e-mail. Dieldrin should be retained as a chemical of potential concern in <br /> groundwater. <br /> 4. Exposure Point Concentration Using ProUCL 4.0: In case the 95UCL is needed for any <br /> future calculations or regulatory decisions, we re-calculated this value for the Department of <br /> Defense with several corrections: <br /> a. Duplicates: Table 5 contains 153 analyses for dieldrin in groundwater. We found that <br /> twelve of these results were either duplicates or confirmation samples. These are not in- <br /> dependent samples, so we culled the data set by using the higher of the two results in <br /> each case. An additional ten samples were analyzed twice, once with Method 8081 and <br /> again with Method 8081A. These are apparently independent samples, so we retained <br /> them in the analysis. <br /> b. Detection Limits: The Department of Defense used one-half the detection limit as the <br /> value for non-detects in ProUCL 3.0. Although Superfund guidance recommended this <br /> practice in 1989, it has been shown to be incorrect (see Helsel, 2005) and new guidance <br /> has been issued (USEPA, 2002). ProUCL 4.0 uses the non-parametric Kaplan-Meier <br /> method for these censored data. <br /> In Table 1 attached to this memorandum we show the culled data set up for analysis in <br /> ProUCL 4.0 (beta), a program which properly takes into account non-detected data and mul- <br /> tiple detection limits. This version of ProUCL will be available to the public within a few <br /> weeks. Table 2 shows the output for ProUCL 4 using the data in Table 1. The frequency of <br /> detection is 39 of 141 analyzed. The data for dieldrin in groundwater follow a lognormal dis- <br /> tribution (Table 2, center right). However, "reverse" Kaplan-Meier statistics are required to <br /> accommodate the many non-detects and multiple detection limits (Helsel, 2005). The rec- <br /> ommended 95UCL is 0.041 µg/L, shown at the bottom right of Table 2. <br />
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