Www.rockvillemd.gov RETROFITTING EXISTING SWM PONDS BETTER THE SECOND TIME AROUND Lise Soukup, P.E. Environmental Engineer City of Rockville, Maryland.

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Presentation transcript:

RETROFITTING EXISTING SWM PONDS BETTER THE SECOND TIME AROUND Lise Soukup, P.E. Environmental Engineer City of Rockville, Maryland April 16, 2015

City of Rockville, Maryland Located north of Washington DC in central Montgomery County 60,000 residents, City size 13 sq. miles NPDES Phase II Community City owns & maintains 205 public SWM facilities, including: 33 wet ponds 28 dry ponds 2

3 Maximizing Your Public SWM Program Goal - effective, affordable and extensive water quality treatment for your community SWM options for existing impervious areas to get MS4 credit: Build new SWM Replace older SWM facilities with more effective treatment Upgrade existing SWM systems for better efficiency Do preventative maintenance so what you have keeps working

Retrofits Of Existing Ponds – Great Returns Larger drainage areas that treat lots of impervious acres Already located to easily intercept storm flows Can be modified to provide or increase water quality treatment Easier to obtain wetland and waterway construction permits for retrofit of online ponds Pond is already part of the neighborhood – less of a fight than creating a new pond in the community’s open space Can enhance it with aesthetic and environmental features 4

Which Ponds To Retrofit? Inventory SWM facilities for good opportunities – facilities that you needed to work on anyway. Dry ponds with good access and big drainage areas Wet ponds that can have more of basin volume assigned to water quality storage Ponds with high maintenance demands – add forebay separators, modify trash racks or risers Ponds with safety issues or deteriorated structures Ponds that need dredging to restore basin storage volume Which ponds to stay away from? 5

Rethinking Your SWM Facility 6 Improve Wet Pool Storage for Functionality Shallow marsh areas fill up in 3-7 years Deepen main wet pool areas Retain shallow wetland fringe around shoreline Replace/enhance worn or high-maintenance structures Eliminate clogging potential Slip-line CMP pipes Plan for Future Maintenance & Retrofitting How will you handle ESC and diversion next time? Improve access into pond

7 Watkins Pond Sediment Retention Watkins Pond Sediment Retention Watkins Pond Sediment Retention Watkins Pond Sediment Retention Watkins Pond Sediment Retention

Constructability Issues To Think About 8 Dredged Sediment removal Erosion & Sediment Control Clean water diversions Access paths Time of Year and Weather

Improving On Original Designs 9

From Dry Pond To Wet Pond 10 DRY POND Frequently clogged CMP riser & barrel rusting out No water quality treatment Eyesore WET POND New concrete riser and slip-lined barrel Forebays at inflow points and underwater low-flow outlet Provides ½” water quality treatment for 51 acres

Lessons Learned Effective record keeping is essential! Mark up or replace as-built plans. Iterative process – modify maintenance plan as more data becomes available Optimize SWM facility design ease and efficiency maintenance activities – build deeper basins, add forebays, keep access paths open Doing nothing will still cost you! 11