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*Center for Watershed Protection (CWP). 1998. Better Site Design: a handbook for changing development rules in your community. US EPA. Center for Watershed Protection. Ellicott City, MD. | *Center for Watershed Protection (CWP). 1998. Better Site Design: a handbook for changing development rules in your community. US EPA. Center for Watershed Protection. Ellicott City, MD. | ||
*Center for Watershed Protection (CWP). 1998. Nutrient Loading From Conventional and Innovative Site Development. Prepared for: Chesapeake Research Consortium. Center for Watershed Protection. Ellicott City, MD. | *Center for Watershed Protection (CWP). 1998. Nutrient Loading From Conventional and Innovative Site Development. Prepared for: Chesapeake Research Consortium. Center for Watershed Protection. Ellicott City, MD. | ||
− | *Center for Watershed Protection (CWP). 1999. Nutrient loading from conventional and innovative site | + | *Center for Watershed Protection (CWP). 1999. Nutrient loading from conventional and innovative site development. Chesapeake Research Consortium. Center for Watershed Protection. Ellicott City, MD. |
*Center for Watershed Protection (CWP). 2001. Special Issue on Urban Lake Management: Watershed Protection Techniques 3(4): 745-820. | *Center for Watershed Protection (CWP). 2001. Special Issue on Urban Lake Management: Watershed Protection Techniques 3(4): 745-820. | ||
*Center for Watershed Protection (CWP). 2003. The impacts of impervious cover on aquatic systems. Watershed Protection Research Monograph No. 1. Center for Watershed Protection. Ellicott City, MD. 142 pp. 11: 165-206. | *Center for Watershed Protection (CWP). 2003. The impacts of impervious cover on aquatic systems. Watershed Protection Research Monograph No. 1. Center for Watershed Protection. Ellicott City, MD. 142 pp. 11: 165-206. | ||
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*Dorman, M., J. Hartigan, R. Steg, and T. Quaserbarth. 1989. Retention, Detention, and Overland Flow for Pollutant Removal from Highway Stormwater Runoff. Federal Highway Administration Report No. RD-89-202. 179 pp. | *Dorman, M., J. Hartigan, R. Steg, and T. Quaserbarth. 1989. Retention, Detention, and Overland Flow for Pollutant Removal from Highway Stormwater Runoff. Federal Highway Administration Report No. RD-89-202. 179 pp. | ||
*Duke, D. and K. Shaver. 1999. “Widespread Failure to Comply with U.S. Storm Water Regulations for Industry-Part II: Facility-Level Evaluations to Estimate Number of Regulated Facilities.” Environmental Engineering Science. Vol. 16(4). | *Duke, D. and K. Shaver. 1999. “Widespread Failure to Comply with U.S. Storm Water Regulations for Industry-Part II: Facility-Level Evaluations to Estimate Number of Regulated Facilities.” Environmental Engineering Science. Vol. 16(4). | ||
− | *Duke, D., K. Patel, and B. Masek. 1999. “Widespread Failure to Comply with U.S. Storm Water | + | *Duke, D., K. Patel, and B. Masek. 1999. “Widespread Failure to Comply with U.S. Storm Water Regulations for Industry-Part I: Publicly Available Data to Estimate Number of Potentially Regulated Facilities.” Environmental Engineering Science. Vol. 16(4). |
*Dunne, T. and R.D. Black, 1971. Runoff Processes during Snowmelt. Water Resources Research, 7(5): 1160-1172. | *Dunne, T. and R.D. Black, 1971. Runoff Processes during Snowmelt. Water Resources Research, 7(5): 1160-1172. | ||
*Emmons & Olivier Resources, Inc. (EOR). 2000. Brown’s Creek Second Generation Watershed Management Plan. | *Emmons & Olivier Resources, Inc. (EOR). 2000. Brown’s Creek Second Generation Watershed Management Plan. | ||
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*Liptan, T. and C. Brown. 1996. A Cost Comparison of Conventional and Water Quality-based Stormwater Designs. City of Portland. Portland OR. | *Liptan, T. and C. Brown. 1996. A Cost Comparison of Conventional and Water Quality-based Stormwater Designs. City of Portland. Portland OR. | ||
*MacRae, C. 1993. An alternate design approach for the control of instream erosion potential in urbanizing watersheds. pp. 1086-1091. In Proceedings of the Sixth International Conference on Urban Storm Drainage. Niagra Falls, Ontario. Marsalek and Torno (eds.). | *MacRae, C. 1993. An alternate design approach for the control of instream erosion potential in urbanizing watersheds. pp. 1086-1091. In Proceedings of the Sixth International Conference on Urban Storm Drainage. Niagra Falls, Ontario. Marsalek and Torno (eds.). | ||
− | *MacRae, C. 1996. Experience from morphological research on Canadian streams: is control of the two-year frequency runoff event the best basis for stream channel protection? In Effects of Watershed Development and Management on Aquatic Systems . L. Roesner (ed.) Engineering Foundation | + | *MacRae, C. 1996. Experience from morphological research on Canadian streams: is control of the two-year frequency runoff event the best basis for stream channel protection? In Effects of Watershed Development and Management on Aquatic Systems . L. Roesner (ed.) Engineering Foundation Conference. Proceedings. Snowbird, UT. August 4-9, 1996. pp. 144-160. |
*MacRae C. and A. Rowney. 1992. The role of moderate flow events and bank structure in the determination of channel response to urbanization. 45th Annual Conference. Resolving Conflicts and Uncertainty in Water Management. Proceeding of the Canadian Water Resources Association. June 1992. Kingston, Ontario. | *MacRae C. and A. Rowney. 1992. The role of moderate flow events and bank structure in the determination of channel response to urbanization. 45th Annual Conference. Resolving Conflicts and Uncertainty in Water Management. Proceeding of the Canadian Water Resources Association. June 1992. Kingston, Ontario. | ||
*MacRae, C. and M. DeAndrea. 1999. Assessing the Impact of Urbanization on Channel Morphology. Second International Conference on Natural Channel Systems. Niagara Falls, OT. | *MacRae, C. and M. DeAndrea. 1999. Assessing the Impact of Urbanization on Channel Morphology. Second International Conference on Natural Channel Systems. Niagara Falls, OT. | ||
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*U.S. Environmental Protection Agency (US EPA). 1993. Natural Wetlands and Urban Storm water: Potential Impacts and Management. | *U.S. Environmental Protection Agency (US EPA). 1993. Natural Wetlands and Urban Storm water: Potential Impacts and Management. | ||
*U.S. Environemental Protection Agency, 1997. Compendium of Tools for Watershed Assessment and TMDL Development. EPA 841-B-97-006, Office of Water (4503F), Washington, D.C. | *U.S. Environemental Protection Agency, 1997. Compendium of Tools for Watershed Assessment and TMDL Development. EPA 841-B-97-006, Office of Water (4503F), Washington, D.C. | ||
− | *U.S. Weather Bureau (D.M. Hershfield), 1961. Rainfall Frequency Atlas of the United States for Durations from 30 Minutes to 24 Hours and Return Periods from 1 to 100 Years. USWB Technical Publication 40 (TP 40).Walker, W. W., 1987. Design Calculations for Wet Detention Ponds. Prepared for the St. Paul Water Utility and Vadnais Lake Area Water Management Organization, St. Paul, Minn. | + | *U.S. Weather Bureau (D.M. Hershfield), 1961. Rainfall Frequency Atlas of the United States for Durations from 30 Minutes to 24 Hours and Return Periods from 1 to 100 Years. USWB Technical Publication 40 (TP 40). |
+ | *Walker, W. W., 1987. Design Calculations for Wet Detention Ponds. Prepared for the St. Paul Water Utility and Vadnais Lake Area Water Management Organization, St. Paul, Minn. | ||
*Walker, 1987. Design calculations for Wet Ponds. Prepared for St. Paul Water Utility and Vadnais | *Walker, 1987. Design calculations for Wet Ponds. Prepared for St. Paul Water Utility and Vadnais | ||
Lake Area Water Management Organization, St Paul, MN | Lake Area Water Management Organization, St Paul, MN |
Lake Area Water Management Organization, St Paul, MN