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Section 9. TRANSPORTATION WASTES RESOLUTION OF AN INDUSTRY'S OILY WASTE PROBLEM Richard P. Cardile, Project Manager Howard, Needles, Tammen, & Bergendoff Chicago, Illinois 60606 Robert E. Fronczak, Environmental Engineer Chicago, Milwaukee, St. Paul & Pacific Railroad Chicago, Illinois 60606 The Chicago, MUwaukee, St. Paul & Pacific Railroad undertook a rigorous design and construction program in 1978 and 1979 to bring their existing treatment facilities at the Milwaukee Shops into compliance with their NPDES permit and local sewer ordinances. The new plant was placed in operation in August 1979 and has reduced local sewer service charges for the portion of pretreated wastewater discharged to the sanitary sewer system and met NPDES permit levels for the portion of flow discharged to the river. In late 1977 the raUroad contracted with a consulting firm to study alternative treatment solutions for their facilities and to develop final design plans and specifications for a new wastewater treatment plant. The new treatment facilities were required to solve two separate waste treatment problems; first the stormwater runoff from the shops that is discharged to the river having high oil and grease (O&G) and total suspended solids (TSS) levels and second, an industrial process flow that is discharged to the sanitary sewer system also having high O&G and TSS levels. The railroad performs heavy and routine engine maintenance and railcar reconstruction at the shops, which are located in the Menomonee River Valley west of downtown Milwaukee, WI. Diesel locomotives are cleaned routinely inside the shops and outside by an automatic locomotive washer when weather permits. Wastewater is generated by the locomotive washer, shop maintenance operations and includes domestic waste from approximately 900 shop employees. The combined wastewater is high in O&G, TSS and may be either acidic or alkaline. Waste oil is in two forms, free and emulsified. Free oil is generated from routine engine maintenance and limited unavoidable spillage during lube oil changes and fueling operations; and emulsified oil is generated from the locomotive washer and detergent washing of locomotive parts at various points throughout the shops. At railroad engine terminals with diesel repair shops, about half the oil is free oil and half is emulsified [11. Stormwater runoff from concrete pads, paved driveway and parking areas and locomotive "ready" tracks has a high oil and solids concentration due to the exposure of the area to railroad traffic and maintenance activities. Track pans, located in fueling and sanding areas, collect runoff to prevent contamination of ballast and subgrade from spilled oil. Therefore, runoff must be treated for oil and solids reduction prior to discharge to the Menomonee River in order to meet NPDES permit requirements. Industrial wastewater and stormwater runoff are collected by separate sanitary and storm sewer systems. The shops are served by sanitary sewers conveying all domestic wastewater and partially pretreated industrial wastewater to the city's sewer system. Previous pretreatment facilities consisted of small gravity-type oil separators located at specific shops known to have high oil levels in the discharge. Stormwater runoff was captured in three separate storm sewer systems which previously discharged to the Menomonee River at three outfall locations. Two of the three discharges 395
Object Description
Purdue Identification Number | ETRIWC198142 |
Title | Resolution of an industry's oily waste problem |
Author |
Cardile, Richard P. Fronczak, Robert E. |
Date of Original | 1981 |
Conference Title | Proceedings of the 36th Industrial Waste Conference |
Conference Front Matter (copy and paste) | http://earchives.lib.purdue.edu/u?/engext,32118 |
Extent of Original | p. 395-404 |
Collection Title | Engineering Technical Reports Collection, Purdue University |
Repository | Purdue University Libraries |
Rights Statement | Digital object copyright Purdue University. All rights reserved. |
Language | eng |
Type (DCMI) | text |
Format | JP2 |
Date Digitized | 2009-07-07 |
Capture Device | Fujitsu fi-5650C |
Capture Details | ScandAll 21 |
Resolution | 300 ppi |
Color Depth | 8 bit |
Description
Title | page 395 |
Collection Title | Engineering Technical Reports Collection, Purdue University |
Repository | Purdue University Libraries |
Rights Statement | Digital copyright Purdue University. All rights reserved. |
Language | eng |
Type (DCMI) | text |
Format | JP2 |
Capture Device | Fujitsu fi-5650C |
Capture Details | ScandAll 21 |
Transcript | Section 9. TRANSPORTATION WASTES RESOLUTION OF AN INDUSTRY'S OILY WASTE PROBLEM Richard P. Cardile, Project Manager Howard, Needles, Tammen, & Bergendoff Chicago, Illinois 60606 Robert E. Fronczak, Environmental Engineer Chicago, Milwaukee, St. Paul & Pacific Railroad Chicago, Illinois 60606 The Chicago, MUwaukee, St. Paul & Pacific Railroad undertook a rigorous design and construction program in 1978 and 1979 to bring their existing treatment facilities at the Milwaukee Shops into compliance with their NPDES permit and local sewer ordinances. The new plant was placed in operation in August 1979 and has reduced local sewer service charges for the portion of pretreated wastewater discharged to the sanitary sewer system and met NPDES permit levels for the portion of flow discharged to the river. In late 1977 the raUroad contracted with a consulting firm to study alternative treatment solutions for their facilities and to develop final design plans and specifications for a new wastewater treatment plant. The new treatment facilities were required to solve two separate waste treatment problems; first the stormwater runoff from the shops that is discharged to the river having high oil and grease (O&G) and total suspended solids (TSS) levels and second, an industrial process flow that is discharged to the sanitary sewer system also having high O&G and TSS levels. The railroad performs heavy and routine engine maintenance and railcar reconstruction at the shops, which are located in the Menomonee River Valley west of downtown Milwaukee, WI. Diesel locomotives are cleaned routinely inside the shops and outside by an automatic locomotive washer when weather permits. Wastewater is generated by the locomotive washer, shop maintenance operations and includes domestic waste from approximately 900 shop employees. The combined wastewater is high in O&G, TSS and may be either acidic or alkaline. Waste oil is in two forms, free and emulsified. Free oil is generated from routine engine maintenance and limited unavoidable spillage during lube oil changes and fueling operations; and emulsified oil is generated from the locomotive washer and detergent washing of locomotive parts at various points throughout the shops. At railroad engine terminals with diesel repair shops, about half the oil is free oil and half is emulsified [11. Stormwater runoff from concrete pads, paved driveway and parking areas and locomotive "ready" tracks has a high oil and solids concentration due to the exposure of the area to railroad traffic and maintenance activities. Track pans, located in fueling and sanding areas, collect runoff to prevent contamination of ballast and subgrade from spilled oil. Therefore, runoff must be treated for oil and solids reduction prior to discharge to the Menomonee River in order to meet NPDES permit requirements. Industrial wastewater and stormwater runoff are collected by separate sanitary and storm sewer systems. The shops are served by sanitary sewers conveying all domestic wastewater and partially pretreated industrial wastewater to the city's sewer system. Previous pretreatment facilities consisted of small gravity-type oil separators located at specific shops known to have high oil levels in the discharge. Stormwater runoff was captured in three separate storm sewer systems which previously discharged to the Menomonee River at three outfall locations. Two of the three discharges 395 |
Resolution | 300 ppi |
Color Depth | 8 bit |
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