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Last modified
1/25/2010 6:26:43 PM
Creation date
10/4/2006 11:34:18 PM
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Floodplain Documents
County
Statewide
Community
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Statewide
Title
Pollution Characteristics of Stormwater Runoff Completion Report
Date
9/1/1978
Prepared By
CSU Environmental Resources Center
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br />TABLE PAGE <br /> <br /> <br />14. Comparison of Mean Concentrations (mg/i) for <br /> <br /> <br />Stream Water Constituents in the Three Water- <br /> <br /> <br />sheds under Stormflow and Baseflow (Low Flow) <br /> <br /> <br />Conditions. . . . . . . <br /> <br /> <br />Summary Statistics for Concentrations of Storm <br /> <br /> <br />Runoff Constituents, Tallahassee Mall, <br /> <br /> <br />November 11, 1974 . . . . . . . . . . . <br /> <br /> <br />Average Peak Concentrations of Pollutants for <br /> <br /> <br />All Storms Sampled by Rimer, Reynolds, and <br /> <br /> <br />Nissen, Durham, North Carolina. . . . . . . <br /> <br /> <br />Land Use Effects on Total Solids Concentration <br /> <br />15. <br /> <br />16. <br /> <br />17. <br />18. <br /> <br />19. <br /> <br />20. <br /> <br />21. <br /> <br />22. <br /> <br />23. <br /> <br />Comparison of Stormwater Runoff Loads and <br /> <br /> <br />Sanitary Sewage Loads (lbs/yr/acre) . <br /> <br /> <br />Urban Runoff Pollutant Yield During 1972 in <br /> <br /> <br />Durham, North Carolina. . . . . . . . <br /> <br /> <br />Estimated Annual Load of Pollutants Entering <br /> <br /> <br />the Area Receiving Streams, Tulsa, <br /> <br /> <br />Oklahoma. . . . . . . .. .... <br /> <br />Estimated Tonnage Discharged from Combined and <br />Separate Systems, June, July, August 1965 <br />Comparison of Quality of Combined Sewage for <br />Various Cities. . . . . . . . . . . . <br />Characteristics of Combined Sewer Overflows <br />(Selected data) . . . . . . . . . . . . . . . . <br /> <br />x <br /> <br />"! <br /> <br />34 <br /> <br />36 <br /> <br />37 <br />39 <br /> <br />40 <br /> <br />40 <br /> <br />42 <br /> <br />44 <br /> <br />46 <br /> <br />. <br /> <br />48 <br /> <br />.J <br />
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