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FIELD DOCUMENTS AND WORK PLANS 1987
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0009002
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FIELD DOCUMENTS AND WORK PLANS 1987
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Last modified
2/22/2019 5:04:55 PM
Creation date
2/22/2019 2:32:33 PM
Metadata
Fields
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EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
FileName_PostFix
AND WORK PLANS 1987
RECORD_ID
PR0009002
PE
2960
FACILITY_ID
FA0004040
FACILITY_NAME
SPX COOLING TECHNOLOGIES INC
STREET_NUMBER
200
Direction
N
STREET_NAME
WAGNER
STREET_TYPE
AVE
City
STOCKTON
Zip
95215
APN
14331007
CURRENT_STATUS
01
SITE_LOCATION
200 N WAGNER AVE
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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TABLE 1 <br /> WOOD TREATING CHEMICAL CONCENTRATIONS <br /> Storm Water Pond Water Ground Water <br /> Chromium (Hexavalent) , mg/l 1.5 3.0 20.0 <br /> Chromium (Total) , mg/l 16.1 3.0 20.0 <br /> Copper, mg/l <0.05 1 .0 <0.05 <br /> Arsenic, mg/l <0.01 2.0 <0.01 <br /> The concentrations listed in Table 1 are conservative estimates <br /> based on representative "worst-case" samples taken during the site <br /> assessment program. The concentrations noted for groundwater are <br /> for blended waters as tested in pilot testing programs. <br /> Pond Water Performance <br /> Pond water will be the first water to be treated in the summer of <br /> 1987. The pond water will be chemically treated to enhance liquid/ <br /> solids separation prior to liquid removal for treatment. This chemical <br /> treatment may also reduce the concentration of suspended wood treating <br /> chemicals in the liquid phase. Pond water treatment will be a <br /> "one-time" operation. That is, once the pond is drained, no recurring <br /> pond water treatment will be required. The theoretical performance of <br /> the ion exchange process in treating pond water is presented in Table 2. <br /> Groundwater Performance <br /> Groundwater extraction and treatment will commence in the summer of <br /> 1987. Groundwater contaminant concentration varies inversely as a <br /> function of distance from the sources of contamination. The bulk of the <br /> groundwater to be treated will be extracted from near the southern <br /> boundary of the South Yard. The concentration of hexavalent chromium in <br /> the groundwater at this point is expected to be approximately 1 mg/l or <br /> 1 part per million (ppm) . Additional water extracted from more concen- <br /> trated areas will be used to increase the influent concentration to <br /> optimize operation. <br /> 2 <br />
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