Conveyance and End-of-Pipe Measures for Stormwater - FCM

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A. Stormwater Best Management Practice Facilities A.1 Conveyance Control A.2 End-of-Pipe Control Best Management Practices Figure A–15 Infiltration basins Figure A–16 Schematic of a drop-in sand filter Figure A–15: Infiltration basins A.2.6 Filters References ■ Ontario, MOE (Ministry of the Environment), 2003. Stormwater Management Planning and Design Manual. March. ■ United States Department of Transportation, FHWA (Federal Highway Administration), 2004. Stormwater Best Management Practices in an Ultra-Urban Setting: Selection and Monitoring. Figure A–16: Schematic of a drop-in sand filter A.2.7 High Rate Treatment Devices References ■ Averill, D., P. Chessie et al., 1996. “Pilot Testing of Physical-Chemical Treatment Options for CSO Control.” WEFTEC (Water Environment Federation Technical Exhibition and Conference). ■ United States Department of Transportation, FHWA (Federal Highway Administration), 2004. Stormwater Best Management Practices in an Ultra-Urban Setting: Selection and Monitoring. 50 Conveyance and End-of-Pipe Measures for Stormwater Control — July 2005
Figure A–17: Cutaway of a Swirl Concentrator ® ■ United States Navy, Naval Facilities Engineering Service Center, Environmental Services, nd. Web site . Accessed November 26, 2004. ■ Wood, J., M. Yang, Q. Rochfort, P. Chessie, J. Marsalek, and P. Seto, 2004. “Feasibility of Stormwater Treatment by Conventional and Lamellar Settling with and without Polymeric Flocculant Addition.” Pages 227–234 of Proceedings NOVATECH 2004, June 6–10, Lyon, France. Figure A–18: Dunkers flow balancing system schematic A.2.8 Storage in Receiving Waters by Displacement Reference ■ Aquafor Beech Limited, 1994. Environmental Study Report, Brimley Road Drainage Area – Water Quality Enhancement Strategy, Final Report. Prepared for the City of Scarborough. A.2.9 Screening References ■ MacViro Consultants Limited and Gore & Storrie Limited, 1991. Sewer System Master Plan. Prepared for City of Toronto. ■ Pran, D.H. and P.L. Brunner, 1979. US Environmental Protection Agency August Publication: “Combined Sewer Overflow Treatment by Screening and Terminal Ponding.” EPA–600/2–29–085, Fort Wayne, Indiana. Figure A–19: Screening to remove floatable material from combined sewer overflow Conveyance and End-of-Pipe Measures for Stormwater Control — July 2005 51 A. Stormwater Best Management Practice Facilities A.2 End-of-Pipe Control Best Management Practices Figure A–17 Cutaway of a Swirl Concentrator Figure A–18 Dunkers flow balancing system schematic Figure A–19 Screening to remove floatable material from combined sewer overflow
Page 1 and 2: National Guide to Sustainable Munic
Page 3 and 4: INTRODUCTION InfraGuide ® - Innova
Page 5 and 6: TABLE OF CONTENTS Acknowledgements
Page 7 and 8: ACKNOWLEDGEMENTS The dedication of
Page 9 and 10: EXECUTIVE SUMMARY Increasing urbani
Page 11 and 12: 1. General 1.1 Introduction Urbaniz
Page 13 and 14: Design storm — A rainfall event o
Page 15 and 16: 2. Rationale 2.1 Urban Stormwater T
Page 17 and 18: 2.2.3 Impacts on Stream Habitat Alo
Page 19 and 20: 3. Conveyance and End-of-Pipe Best
Page 21 and 22: Table 3-1: Evaluation Criteria for
Page 23 and 24: 3.3 Description of Best Management
Page 25 and 26: Table 3-3a: Conveyance Control Best
Page 27 and 28: Table 3-3b: End-of-Pipe Control Bes
Page 29 and 30: Table 3-3b: End-of-Pipe Control Bes
Page 31 and 32: Do any physical constraints at the
Page 33 and 34: 4. Applications and Limitations Tab
Page 35 and 36: Table 4-1a: Application of Conveyan
Page 37 and 38: Table 4-1b: Application of End-of-P
Page 43 and 44: 5. Evaluation of Facilities 5.1 Ope
Page 45 and 46: Appendix A: Stormwater Best Managem
Page 47 and 48: Figure A-7: Pervious pipe exfiltrat
Page 49: A.2.3 Constructed Wetlands Referenc
Page 53 and 54: Appendix B: Design Examples B.1 Des
Page 55 and 56: B.2 Design Example: Development of
Page 57 and 58: B.3 Design Example: Sedimentation F
Page 59 and 60: References AEP (Alberta Environment
Page 61 and 62: Sabourin Kimble & Associates, 1999.

Conveyance and End-of-Pipe Measures for Stormwater - FCM

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