Record Display for the EPA National Library Catalog

RECORD NUMBER: 41 OF 51

OLS Field Name OLS Field Data
Main Title Storage and treatment of combined sewer overflows /
Author Liebenow, Wilbur R. ; Oster, Clarence C. ; Oste, Clarence C.
Other Authors
Author Title of a Work
Bieging, James K.
Liebenow, W. R.
Bieging, J. K.
Oster, Clarence C.
CORP Author Environmental Protection Agency, Minneapolis, Minn. Lake Superior Basin Office.
Publisher U.S. G.P.O.,
Year Published 1972
Report Number EPA-R2-72-070; EPA-11023-FIY; 03514
Stock Number PB-214 106
OCLC Number 01004713
Subjects Combined sewers. ; Settling basins. ; Sewerage--United States.
Additional Subjects ( Combined sewers ; Water storage) ; ( Reservoirs ; ( Overflows ; Surface water runoff ; Feasibility ; Flow control ; Sewage treatment ; Cost estimates ; Operating costs ; Capitalized costs ; Performance evaluation ; Rainfall intensity ; Sewage flow rate ; Chippewa Falls(Wisconsin)
Internet Access
Description Access URL
http://nepis.epa.gov/Exe/ZyPDF.cgi?Dockey=9100TDG2.PDF
Holdings
Library Call Number Additional Info Location Last
Modified
Checkout
Status
EJAD  EPA R2-72-070 Region 3 Library/Philadelphia, PA 07/13/1990
EJBD ARCHIVE EPA R2-72-070 Headquarters Library/Washington,DC 04/11/2011
EJBD  EPA R2-72-070 Headquarters Library/Washington,DC 01/14/2014
EKAD  EPA R2-72-070 Region 4 Library/Atlanta,GA 02/09/2001
ELBD RPS EPA R2-72-070 repository copy AWBERC Library/Cincinnati,OH 10/17/2014
NTIS  PB-214 106 Most EPA libraries have a fiche copy filed under the call number shown. Check with individual libraries about paper copy. NTIS 01/01/1988
Collation vii, 122 pages : illustrations ; 27 cm.
Abstract
The objective of this study was to demonstrate the feasibility and economic effectiveness of a combined wastewater overflow detention basin. A paved asphalt detention basin with a storage volume of 8.66 acre feet was constructed at Chippewa Falls, Wisconsin to receive overflow from a 90 acre combined sewer area including all of the central business district. The system was designed so that the stored combined sewage could be pumped to the wastewater treatment plant when precipitation subsided. There were no observed detrimental effects on treatment plant operation due to the increased intermittent flows from the detention pond. The estimated cost of operating and maintaining the pond and associated facilities are given. Capital costs are also discussed.
Notes
"Project 11023 FIY." Includes bibliographical references (page 101).