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2900 - Site Mitigation Program
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PR0182171
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Last modified
5/19/2020 1:53:21 PM
Creation date
5/19/2020 1:49:57 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0182171
PE
2954
FACILITY_ID
FA0004080
FACILITY_NAME
NAVCOMSTA
STREET_NUMBER
305
Direction
W
STREET_NAME
FYFFE
STREET_TYPE
ST
City
STOCKTON
Zip
952035000
CURRENT_STATUS
01
SITE_LOCATION
305 W FYFFE ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
TSok
Tags
EHD - Public
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The STLC values are normally much more stringent than the TTLC value for a particular sample, and <br /> therefore, the STLC calues drive the cleanup. Rationale behind this comparative analysis is described in Section <br /> 3.3. <br /> The sumps and pit in Areas A, C, and J will be decontaminated during the removal actions to levels <br /> below the STLC for each contaminant. These STLC values for the contaminants of concern are listed in Table <br /> 1. The following description characterizes the sumps and pit in each of the three areas and defines a scope of <br /> work for each of them. <br /> 2.1 AREA A - DRAINAGE SUMP <br /> This area was used by the Defense Industrial Plant Equipment Center (DIPEC) until approximately <br /> 1976. Coolants and other industrial liquids from radiators and heat exchangers were flushed into a floor sump <br /> located in the east end of Building 816B (Figure 1). The liquids were pumped or gravity-fed to a 4-inch pipe <br /> that carried the liquids outside the building where they were allowed to enter a storm drainage swale that was <br /> connected to the stormwater drainage system for the base facility. <br /> The concrete sump, no longer in use, is 48 inches long by 20 inches wide by 30 inches deep, and is <br /> located in an unoccupied part of Building 816B. Figure 2 shows a cross section and a plan view of the sump. <br /> The sump still holds about 18 inches of liquid and sludge corresponding to a volume of 75 gallons. The 4-inch <br /> drain pipe is located above the liquid level and extends in a northeasterly direction for about 90 feet from the <br /> building. The pipe terminates aboveground in a swale that drains east and connects with the base storm <br /> drainage system. <br /> The sump contains 18 inches of oily liquid and sludge. Approximately 2 inches of oil is floating on 12 <br /> inches of water, with 4 inches of sludge at the bottom of the sump. The sludge and oil/water samples were <br /> analyzed for priority pollutant metals (Sb, As, Be, Cd, Cr, Cu, Pb, Hg, Ni, Se, Ag, TI, Zn), polychlorinated <br /> biphenyls (PCB), toxic metals, and volatile organic compounds (VOC). The results were compiled by ERM- <br /> West (1989a). Results of the analyses of the sump contents show lead in the sludge and oil at levels exceeding <br /> ten times the STLC, and cadmium in the water at levels exceeding the STLC. Table I shows the contaminant <br /> concentrations and volumes of oil, water, and sludge to be handled. <br /> 4 <br />
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