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2900 - Site Mitigation Program
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PR0009012
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
11/1/2018 10:03:55 PM
Creation date
11/1/2018 11:57:45 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0009012
PE
2960
FACILITY_ID
FA0004532
FACILITY_NAME
FRMR KEARNEY-KPF FACILITY
STREET_NUMBER
1624
Direction
E
STREET_NAME
ALPINE
STREET_TYPE
AVE
City
STOCKTON
Zip
95205
APN
11708006-09
CURRENT_STATUS
01
SITE_LOCATION
1624 E ALPINE AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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• i <br /> -2- <br /> 3 . The Facility shall submit to DHS a Groundwater Assessment <br /> Report and a Soil Assessment Report within 90 days after the <br /> respective completion of the last laboratory report. <br /> 4 . Groundwater beneath the facility has not been fully <br /> characterized. There is groundwater contamination. The <br /> Facility shall submit a Groundwater Remediation Plan within 60 <br /> days after submittal of the Groundwater Assessment Report. <br /> 5. DHS will determine whether or not the Risk Assessment <br /> Report shall incorporate either separately or together the <br /> Soil Assessment Report and the Groundwater Assessment Report. <br /> The Facility shall submit a Risk Assessment Report within 60 <br /> days of site characterization to DHS for review and approval. <br /> 6. If the facility closes Ponds 1 (and Dry Well) and 2 and <br /> leaves wastes in place, the facility must identify designated <br /> wastes as defined in Subchapter 15 of Title 23 , and take <br /> appropriate closure measures. This information will be <br /> required for the RWQCB to write Waste Discharge Requirements <br /> (WDRs) for the facility. <br /> 7 . Reference Appendix E. If wastes are left in place, 22CCR <br /> 67288 (f) (16) becomes applicable. This requires that "the <br /> owner or operator shall provide in the closure plan <br /> predictions of the magnitude of the drops in elevation that <br /> will occur at various portions of the top surface of the final <br /> cover as a result of settling and subsidence. The prediction <br /> shall account for compression of material underlying the liner <br /> (or underlying the waste if there is no liner) and compression <br /> of the liner, waste, fill and cover. The prediction of the <br /> drop in elevation due to compression shall account for <br /> immediate settlement, primary consolidation, secondary <br /> consolidation and creep, liquefaction and dynamic <br /> consolidation due to earthquake loads. " <br /> 8 . None of the alternatives specifically addresses the Dry <br /> Well adjacent to and part of Pond 1. Closure of the Dry Well <br /> adjacent to Pond 1 shall be addressed in the Closure Plan. <br /> 9 . The facility must clearly demonstrate whether or not Land <br /> Disposal Restrictions apply to all of the alternatives. <br /> 10. If the facility selects Alternative 3 , the facility shall <br /> identify and implement all Minimum Technical Requirements in <br /> the design of the liner, cap, and vadose and groundwater <br /> monitoring systems, and any other segment of the waste <br /> repository described as Alternative 3 . The facility must <br /> obtain all necessary RCRA operating permits prior to <br /> construction of the repository. <br />
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