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1 <br />Honeywell International Industrial Discharge Permit <br />dedicated to the discharge from these two units. Honeywell does not commingle or dilute <br />categorically regulated wastewaters with wastewaters from DI Units 1 and 2, since Units 1 and 2 <br />purify City water and are subject to local limits only. Note, that the regenerate from DI Units 1 <br />and 2 is stored in a dedicated tank until Honeywell’s internal testing results show that it meets <br />permit limits for discharge. By moving the discharge point from Outfall #002, Honeywell has <br />removed the potential for dilution of categorical waste. There is no monitoring requirement for the <br />DI regenerate from Units 1 and 2, as long as they purify City water only, since the mass of <br />pollutants in this water is the same as it would be if the water went directly from the tap to sewer. <br />Wastewater Treatment Plant pretreats the tank dumps, rinse tank dumps, nitric acid dialysis <br />process wastewater, belt washer wastewater, and sulfuric acid dialysis process wastewater, and <br />other miscellaneous wastewater, all of which may or may not be treated, as needed, to meet permit <br />limits. Wastewater from cleaning coolant reservoirs on machining centers, cleaning activities of <br />pits beneath machining centers, the belt washer, Dense Line and wastewaters from ETS’s salvage <br />pits which may contain jet fuel, may be treated by means of a microfiltration treatment system, <br />flow equalization, and grease and oil separation. Some waters from the Local Etch process and <br />the Anodize Line Rinse Tanks may go directly to the city sewer, unless Honeywell’s analysis of <br />the wastewater demonstrates a need for treatment. If treatment is required, the wastewater will be <br />transferred to the wastewater treatment plant for treatment to meet permit limits. Honeywell does <br />not commingle or dilute categorically regulated wastewaters with wastewater that is not <br />categorically regulated. <br />Outfall 005 is located on the Zyglo Line in Plant 12. Only wastewater from the Zyglo process is <br />discharged through Site 005. Wastewater discharged from this Outfall is subject to the Metal <br />Finishing Categorical Standards at 40 CFR 433.15. Therefore, the more stringent of limits found <br />in either the Metal Finishing Categorical Standards found at 40 CFR 433.15 or Chapter 17 of the <br />City of South Bend Municipal Code have been applied without modification. Zyglo, a fluorescent <br />dye penetrant, is sprayed on a part to be tested. The excess Zyglo material then drips into a <br />collection trough at the bottom of the spray chamber. The Zyglo material is then rinsed off at the <br />end of the process and that liquid drips into a collection trough at the bottom of that spray <br />chamber. Both troughs discharge through a 4-inch drain that is connected directly to the sewer. <br />Outfall 005 discharges continuously when the Zyglo Line is operating. <br />Discharge from Outfall #002 averages about 2400 gpd with a maximum of 6,000 gpd and Outfall <br />#005 averages 4760 gpd, with a maximum of 17,000 gpd. <br />3. Sample Site Description <br />Note: Pretreatment personnel will be escorted to all sampling sites by a Honeywell employee. <br />Sample Site # 002 is located in Plant 12A. Sample site # 002 is used to discharge batches of <br />wastewater and does not discharge continuously. Composite samples and grab samples will be <br />collected from the final drain pipe where wastewater is discharged to the sewer system. See <br />Figure 2 below. <br />Sample Site 005 is located in plant 12 and is incorporated into the Zyglo Station. Samples are <br />collected from a valve, i.e. sampling port, in the discharge line. Discharge is continuous through <br />Sample Site 005 when the Zyglo Line is operating. See Figure 6 below.