Record Display for the EPA National Library Catalog

RECORD NUMBER: 10 OF 15

Main Title Multi-purpose combined sewer overflow treatment facility Mount Clemens, Michigan /
Author Mahida, Vijaysinh U., ; DeDecker., Frank J.
Other Authors
Author Title of a Work
DeDecker, Frank J.
CORP Author Mount Clemens, Mich.;National Environmental Research Center, Cincinnati, Ohio.;Spalding, DeDecker and Associates, Inc., Madison Heights, Mich.
Publisher National Environmental Research Center, Office of Research and Development, U.S. Environmental Protection Agency,
Year Published 1975
Report Number EPA-670/2-75-010; EPA-ROAP-21ASY-149
Stock Number PB-242 914
OCLC Number 01475822
Subjects Combined sewers--Michigan--Mount Clemens ; Water--Pollution--Michigan--Mount Clemens ; Water--Pollution--Mount Clemens (Mich)
Additional Subjects Combined sewers ; Overflows ; Water pollution control ; Sewage treatment ; Michigan ; Cost analysis ; Sewage filtration ; Settling ; Aeration ; Biochemical oxygen demand ; Mount Clemens(Michigan) ; Sewage treatment plants ; Microstraining
Internet Access
Description Access URL
https://nepis.epa.gov/Exe/ZyPDF.cgi?Dockey=2000FNRP.PDF
Holdings
Library Call Number Additional Info Location Last
Modified
Checkout
Status
EJBD  EPA 670/2-75-010 c.1-2 Headquarters Library/Washington,DC 05/17/2013
ELBD ARCHIVE EPA 670/2-75-010 Received from HQ AWBERC Library/Cincinnati,OH 10/04/2023
ELBD RPS EPA 670-2-75-010 repository copy AWBERC Library/Cincinnati,OH 02/18/2015
ELBD  EPA 670-2-75-010 AWBERC Library/Cincinnati,OH 01/02/1998
NTIS  PB-242 914 Some EPA libraries have a fiche copy filed under the call number shown. 07/26/2022
Collation ix, 205 pages : illustrations ; 27 cm
Abstract
Combined sewer overflows from 212 acres within the City of Mount Clemens were conveyed to a treatment-park site. The overflows received initial treatment (settling and surface aeration) in a retention basin. Further treatment consisted of microstraining, disinfection, surface aeration in a series of lakelets, and filtration. The annual existing overflow of 2180 cu ft/acre-inch of rainfall had SS of 50 lbs/acre-inch and BOD5 of 20 lbs/acre-inch. Treatment reduced the annual pollution load by 90 percent. The final lake sampling data has demonstrated that all water quality parameters for fishing, boating, and/or lawn sprinkling--except the toxic and deleterious substances parameters, which were not studied--were met. Very limited investigations were undertaken in the area of recreation, open space, and transitional land use. Treatment of combined sewer overflows was found to be more cost-effective than separation of an existing combined sewer system.
Notes
"Project no.11023 FAR; program element no. 1BB034." Includes bibliographical references (pages 121-122). "May 1975." Report prepared by Spalding, DeDecker & Associates, Inc., Madison Heights, Michigan.