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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
Template:
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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Treatment Run Length <br /> As described in the Ion Exchange Process section, the exchange process <br /> removes undesirable chemicals by filling available exchange sites in the <br /> ion exchanger. The quantity of chemicals that can be removed depends on <br /> the number of exchange sites on each resin bead and the number of resin <br /> beads in the exchanger system. The amount of chemical that can be reliably <br /> and consistently removed by each cubic foot of resin has been measured <br /> through laboratory testing of the exchanger system. <br /> The length of time the treatment plant can run before regeneration is <br /> needed is inversely related to the concentration of the chemicals in the <br /> water bean treated; that is the higher the influent concentration, the <br /> shorter the treatment plant run. Typical treatment plant runs determined <br /> from laboratory data are indicated in Figure 7 for various influent hexa- <br /> valent chromium concentrations. As indicated in Figure 7, the minimum <br /> system effluent concentration feasible is limited by the minimum concen- <br /> tration needed to drive the process. <br /> During the initial start-up period, liquids will be treated and held <br /> for testing. The treated liquids will be sampled and analyzed for the <br /> presence of wood treating chemicals. Through treatment and testing of a <br /> number of batches of water, the ion exchange system's performance charac- <br /> teristics will be confirmed. Based on the system's performance and the <br /> known quality of influent water, the quantity of water which can be treated <br /> before regeneration can be pre-determined. An automatic totalizer will be <br /> used after the start-up period to shut the system down (normal shutdown) <br /> when a conservative percentage of the pre-determined treatment quantity is <br /> processed. The plant operator will be alerted of the normal shutdown. In <br /> S6 5 <br /> HII <br />
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