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FIELD DOCUMENTS_1992-1999
Environmental Health - Public
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EHD Program Facility Records by Street Name
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2900 - Site Mitigation Program
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PR0009002
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FIELD DOCUMENTS_1992-1999
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Last modified
6/17/2020 2:56:57 PM
Creation date
6/17/2020 1:38:57 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
FileName_PostFix
1992-1999
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
02
SITE_LOCATION
200 N WAGNER AVE
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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MARLEY COOLING TOWER COMPANY 2 23 March 1994 <br /> SITE INSPECTION - NPDES COMPLIANCE <br /> It was agreed in the meeting, if the relative volumes of water processed through the two treatment <br /> systems varies by more that 10% then a notation will be made in the text of the monthly report to <br /> call attention to the variation. <br /> Due to some of the changes of which are described herein, the permit reporting will be somewhat <br /> unconventional for the month of October. A sample format was handed out during the meeting that <br /> is acceptable for future use of monthly reporting. Part of the forms included a description of the <br /> receiving water conditions. There was a question regarding quarterly sampling of the receiving <br /> water and how to fulfill this requirement, knowing that flow in the Stockton Diverting canal usually <br /> is intermittent. We discussed that during the first two months of each quarter a sample can be <br /> drawn to meet the quarterly sampling requirements. If there is no flow in the canal during the first <br /> two months of a quarter, then in the final month of the quarter a storm event occurs resulting in <br /> flow in the canal which would facilitate a sample, then a notation in the report should be made as to <br /> the timing of the flow event and the results of the lab analysis would be reported the following <br /> month. If no flow occurs during the entire quarter then this explanation for no sample is adequate <br /> for reporting. <br /> In the permit under Discharge Prohibitions, item 4, reference is made to hazardous substances listed <br /> in 40 CFR Part 117 and/or 40 CFR Part 302. The intent of this item is to prohibit any discharge <br /> other than those regulated in the NPDES permit. <br /> The sludge disposal plan required to be submitted by 1 April 1994 should include proposed number <br /> of samples, laboratory analysis, and QA/QC procedures. The plan should describe the treatment <br /> process and slude management from generation to disposal. Any attempts to reduce the volume <br /> and/or weight of the sludge should also be addressed in this plan. Mr. Bates requested that I send <br /> him a copy of Chapter 15, Division 3, Title 23, as quoted in the permit with regard to sludge <br /> disposal. This document is attached. <br /> Bioassay samples were proposed to be collected from the effluent water as follows: acute bioassays <br /> conducted in January, May, July and November and chronic bioassays in March and September. <br /> This sampling strategy meets the intent of the NPDES permit. <br /> After meeting we conducted a brief site inspection of the treatment plant noting where new <br /> composite samplers will be located after the flow equalization basin and the influent holding tank. <br /> We walked out to the northern edge of the property where the sampling port for the combined <br /> effluent is to be taken, this is also the point in the system where water for the injection/soil flushing <br /> system is pumped to the holding tanks located above the retort pit. Finally, we went out to the out <br /> fall point at the diverting canal. The effluent appeared to be clear creating a pool of water in the <br /> canal from which a small streamlet could be seen flowing down the center of the canal and past the <br /> Fremont Street bridge. The effluent piping does not need modification to handle the increase in <br /> flow as it was originally sized with the expansion in mind. <br /> cic <br />
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