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PR0508450
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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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Mr. Phil Dawson <br /> August 26, 2009 <br /> Page 6 <br /> The State maintains that the draft final FS and the alternative presented in DLA's <br /> August 13, 2009 letter are not supported by the site-specific data showing the <br /> technical and economic feasibility of the pump and treat remedy. Also, the <br /> alternatives proposed by DLA are not in compliance with ARARs because the . <br /> requirements of State Water Resources Control Board (SWRCB) Resolution 92-49 <br /> have not been met. <br /> Puma and Treat Remedy, The State's position is that the number of extraction wells <br /> DLA believes would be required to implement the pump and treat remedy is excessive <br /> as stated in its July 1, 2009 letter. Many of the 78 wells proposed on Figure 9-2 of the <br /> feasibility study are in places where dieldrin has not been detected. DLA's consultant <br /> has designed for an aquifer that is homogenous and isotropic, and appears to assume <br /> the distribution of dieldrin is uniform. The State considers that the injected water <br /> contaminated with dieldrin migrated along preferential pathways, and the highest <br /> concentrations are located in these pathways. Furthermore, the State believes that <br /> pumping in particular should be done at the locations of interconnected stream <br /> channels that were intersected by the old injection wells. The aquifer tests clearly <br /> showed that the cones of depression were elongated southwest to northeast, which <br /> matches the general depositional setting of stream channels on the site alluvial fan. <br /> The aquifer tests also indicated that the radius of influence is longer along the <br /> depositional axis, and so a network of about a dozen wells, biased to areas of high <br /> concentrations, and aligned along northeast trending flow lines centered on the <br /> injection wells, would likely retrieve most of the mobile dieldrin. <br /> Compliance with ARARs. In order to address dieldrin, the April 1998 Site-Wide <br /> Comprehensive Record of Decision modified the remedy for groundwater that had <br /> been selected in the August 1993 Operable Unit No. 1 Record of Decision (ROD). <br /> The selected remedy is groundwater extraction and treatment because it meets the <br /> following ARARs concerning groundwater protection documented in the site-wide <br /> ROD: <br /> • SWRCB Resolution No. 68-16 <br /> • SWRCB Resolution No. 92-49 (as amended 21 April 1994 and 2 October 1996) <br /> The institutional controls remedy does not comply with the ARARs. The State asserts <br /> that the pump and treat remedy is technically and economically feasible and should be <br /> implemented in accordance with the April 1998 ROD. If, after reasonable efforts to <br /> achieve the ROD cleanup level with pump and treat, and data from performance <br /> monitoring demonstrate that pump and treat is not technically or economically <br />
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