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2900 - Site Mitigation Program
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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
Fields
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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EPA Comments <br /> Draft Remedial Action Documents, <br /> SWMU 6, 20, and 27 Small Excavations and <br /> SWMU 4 Wet Season Controls <br /> DDJC-Tracy, February 1999 <br /> Remedial Action Work Plan <br /> 1. Section 1.3.4, SWMU 4 - Wet Season Controls, page 1-5 and 1-6 <br /> This section explains that DDJC-Tracy is planning to submit <br /> an Explanation of Significant Differences (ESD) to document why SWMU 4 <br /> sediments do not pose an ecological threat and why excavation of these <br /> sediments is unnecessary. This section further explains that a sediment <br /> trap at the northern inlet (required in the ROD) may not be necessary based <br /> on the anticipated effectiveness of the planned outlet structure. If <br /> DDJC-Tracy believes that a sediment trap in unnecessary, this will also need <br /> to be addressed and explained in an ESD. The text of Section 1.3.4 should <br /> be revised to reflect this understanding. <br /> 2. Section 4.1, SWMU 6 Remedial Activities, page 4-1 <br /> To maintain consistency with Section 4.3.1.5 of the previous <br /> Remedial Design Work Plan (describing the data collection plan for SWMU 6) , <br /> Section 4.1 of the Remedial Action Work Plan should explain why data gaps <br /> will not be filled prior to construction and what impact this may have on <br /> achieving Data Quality Objectives. <br /> 3. Section 4.9, Excavation, page 4-5 <br /> As discussed during the March 3, 1999 technical meeting at <br /> Radian's Sacramento office, there was a stated concern that excavation may <br /> occur when the groundwater table is relatively high. This would increase <br /> the potential for leaving behind a greater volume of soil at the bottom of <br /> each excavation pit which is above the cleanup levels. DDJC-Tracy should <br /> evaluate the feasibility of dewatering each excavation area and/or <br /> excavating the last few feet "in the wet" in order to maximize the volume of <br /> contaminated soil removed from the small excavation sites. The results of <br /> this feasibility analysis and DDJC-Tracy's intended approach for dealing <br /> with a high water table should be included in Section 4.9. <br /> 1 <br />
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