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FIELD DOCUMENTS_2000-2003
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_2000-2003
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Last modified
6/17/2020 3:11:07 PM
Creation date
6/17/2020 1:43:21 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
FileName_PostFix
2000-2003
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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WASTE DISCHARGE REQUDVIENTFS ORDER NO. R5-2003-XXXX • 3 <br /> SPX CORPORATION <br /> MARLEY COOLING TOWER COMPANY <br /> SAN JOAQUIN COUNTY <br /> 10. The groundwater treatment facility is designed to treat a maximum flow up to 0.94 mgd. <br /> Groundwater is extracted from approximately 17 extraction wells on and off-site. The <br /> groundwater extraction system can operate in a cyclical fashion with each of the two cycles <br /> lasting 56 hours or on a continuous basis with all extraction wells pumping at rates varying from <br /> 10-90 gallons per minute depending on effective capture of the groundwater contamination <br /> plume. When cycling, primary groundwater extraction is alternated between the north zone and <br /> the area south of the site. Water extracted from the north zone has higher contaminant <br /> concentrations. During south zone pumping, the capacity of the treatment plant is not fully <br /> utilized unless supplemental waste sources are added. Flushing water may be added to <br /> supplement the groundwater contaminant concentrations. Additionally, when sufficient storm <br /> water is accumulated on the North Yard to justify treatment,the operator will manually initiate <br /> storm water treatment through the Andco system. Groundwater from selected wells will <br /> simultaneously be delivered to the ion exchange treatment system. <br /> 11. On 16/17 September 2002, a system malfunction resulted in discharge of a high pH water and <br /> fish-kill in the Stockton Diverting Canal. This Order includes a provision that the Discharger <br /> submit and implement a release prevention plan and a contingency plan to minimize the potential <br /> for future accidental discharees. <br /> 12. The Report of Waste Discharge (RWD) and previous information submitted by the Discharger <br /> describes the combined storm water and groundwater characteristics and the treatment system <br /> performance characteristics as follows: <br /> Monthly Average Flow: 0."2 million gallons per day(mgd) <br /> Daily Maximum Flow, Treatment Plant Capacity: 0.94 mgd <br /> Average Temperature: 65' F (groundwater) <br /> pH: 7.0—7.5 (groundwater) <br /> Constituent Storm Water(m /g_V,ppm Groundwater(ms/L,ppm) <br /> Total Chromium 1.0-3.0 0.16- 14 <br /> Chromium VI 0.5 -2.5 0.16- 14 <br /> Copper 0.50-2.5 <0.01 <br /> Arsenic 0.05 -0.20 <0.1 <br /> Total Dissolved Solids (TDS) 500-650 <br /> milligrams per Liter. <br /> parts per million <br /> 13. The U.S. Environmental Protection Agency(USEPA) and the Regional Board have classified <br /> this discharge as a minor discharge. V <br /> 14. The Regional Board adopted a Water Quality Control Plan, Fourth Edition,for the Sacramento <br /> and San Joaquin River Basins (hereafter Basin Plan). The Basin Plan designates beneficial uses, <br /> establishes water quality objectives, and contains implementation programs and policies to <br />
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