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Managing the Watershed-
 Reducing Nutrients in
  Stormwater Runoff

         Buzzards Bay Coalition
    Decision-Makers Workshop Series
UMass Cranberry Station, E. Wareham, MA
             March 20, 2013
                           Horsley Witten Group, Inc.
Today’s Agenda
 • The basics of
   stormwater and
   watershed
   management
 • The evolution of stormwater management
   towards Low Impact Development(LID)/
   Green Infrastructure (GI)
 • 2 Examples of watershed planning efforts
   geared towards nutrient reduction
                            Horsley Witten Group, Inc.
Stormwater/Watershed basics
Watershed Hydrology                                        What is a
                                                           watershed?
                                                           A: a building for water
                                                           storage
                                                           B: the land area that drains
                                                           to a given water body
                                                           C: a shack from which
                                                           fishing occurs
                                                           D: a moment in time when
                                                           you cross into a new area
                                                           E: a new way of organizing
http://planetearth.nerc.ac.uk/features/story.aspx?id=668
                                                           environmental agencies



                                                             Horsley Witten Group, Inc.
Watershed Boundaries




        Horsley Witten Group, Inc.
Cape Cod Watersheds




              Horsley Witten Group, Inc.
Stormwater/Watershed basics
               Urbanization results in
              increased surface runoff




  BEFORE                    AFTER

                     Horsley Witten Group, Inc.
Components of Impervious Cover in the Urban Landscape




                                  Horsley Witten Group, Inc.
Stormwater/Watershed basics

               At ~10% impervious we
               begin to see:
               •Water quality issues
               •Impacts to biological
               communities
               •Increased flooding
               •Stream erosion
               •Loss of recreational uses
               •Shellfish bed closures
               •Reduced baseflow and
               recharge
                     Horsley Witten Group, Inc.
Stormwater/Watershed basics



           8-10%

  < 5%     % impervious          20%

         > 65%     30%



                          Horsley Witten Group, Inc.
Stormwater Evolution LID/GI

Community Planning                            Large Conventional
                                                    BMPs




                       LID/GI BMPs

     LID Site Design


                               Receiving
                                Waters



                                      Horsley Witten Group, Inc.
Stormwater Evolution LID/GI
Traditional controls             LID/GI controls
• Goal: Get the water out     • Goal: Reduce the amount of
  of here as fast as possible   surface runoff by reducing
                                impervious cover and
• Collect and storage in        preserving natural areas
  big, “hole in ground” off-
  site                        • Rely on small, distributed on-
                                site practices
• Pipe discharge to a
  stream or wetland           • Infiltrate or reuse as much as
                                possible; filter before
• Limited water quality         discharge
  treatment and infiltration
                              • Source controls to minimize
• Stormwater is a waste         pollution
  product
                              • Stormwater is a resource
                                         Horsley Witten Group, Inc.
Stormwater basics
                  Runoff Hydrograph

                            Post-development


                            Pre-development

                                      Post-development (with
                                      traditional controls)

                                           Post-development
Runoff (cfs)




                                           (with LID/GI)



                                                 Adapted from David Nyman, ENSR
               Time (hrs)
                                       Horsley Witten Group, Inc.
Low Impact Development (LID)
                     Traditional                       LID/GI
       Site Design




BMPs




                                   Horsley Witten Group, Inc.
LID/GI Practice Library: Bioretention




                        Horsley Witten Group, Inc.
LID/GI Practice Library: Bioretention




                        Horsley Witten Group, Inc.
LID/GI Practice Library: Rain gardens




                        Horsley Witten Group, Inc.
LID/GI Practice Library: Porous
       Pavement/pavers




                     Horsley Witten Group, Inc.
Horsley Witten Group, Inc.
Horsley Witten Group, Inc.
LID/GI Practice Library: Infiltration




                        Horsley Witten Group, Inc.
LID/GI Practice Library: Green/blue
               roofs




                       Horsley Witten Group, Inc.
LID/GI Practice Library: Swales




                     Horsley Witten Group, Inc.
LID/GI Practice Library: Sand Filters




                        Horsley Witten Group, Inc.
LID/GI Practice Library: Gravel wetlands




                          Horsley Witten Group, Inc.
LID/GI Practice Library:
 Hydrodynamic separators




                  Horsley Witten Group, Inc.
LID Practice Library: Others
• Downspout
  disconnection
• Pervious area
  restoration/soil
  amendments
• Urban reforestation
• Municipal pollution
  source control (street
  sweeping, catch basin
  cleaning, leaf litter
  pick-up, etc.)
                           Horsley Witten Group, Inc.
Pollutant Removal Capability



                     Source: 2010 Rhode
                     Island Stormwater
                     Design and Installation
                     Standards Manual


                       WVTS = wet
                       vegetative
                       treatment system =
                       constructed
                       wetland


                   Horsley Witten Group, Inc.
Pollutant Removal   (continued)




                    Horsley Witten Group, Inc.
LID/GI Runoff Reduction Potential
Practice:            Runoff Reduction
Ponds and Wetlands   none to low
Infiltration         highest
Bioretention         moderate to high
Swales               moderate to high
Porous Pavements     high
Green Roofs          moderate
Hydro-Separators     none
                          Horsley Witten Group, Inc.
Roger Williams Park, Providence, RI
• Largest & Most
  Important Open
  Space in Providence
• 435 Acres
• 100+ Acres of Ponds
• 1 Million visitors per
  year
• Horace Cleveland
  (Olmstead School),
  1874
                           Horsley Witten Group, Inc.
Roger Williams Park Ponds
                            Watershed Areas




                                           South Watershed




North Watershed




    Watershed Areas
    North—977 acres
    South—649 acres
    Total—1,626 acres
    50% Impervious
                             Horsley Witten Group, Inc.
Roger Williams Park
   Pond System




      Horsley Witten Group, Inc.
The Ponds Are Part of the Park’s
 Historic Design and Character




                     Horsley Witten Group, Inc.
Horsley Witten Group, Inc.
The Roger Williams Park Ponds
     are in trouble today




                  Horsley Witten Group, Inc.
Rooted Aquatics




                  Horsley Witten Group, Inc.
Shallow Ponds,
generally less than
   six feet deep

     Horsley Witten Group, Inc.
Lots of Resident Geese




                Horsley Witten Group, Inc.
Sedimentation




                Horsley Witten Group, Inc.
Invasive Species
                   Horsley Witten Group, Inc.
Upper Watershed




            Horsley Witten Group, Inc.
Upper Watershed




            Horsley Witten Group, Inc.
Upper Watershed




            Horsley Witten Group, Inc.
Preliminary Estimates of Annual Phosphorus Loads
Coming into the Roger Williams Park Ponds (lbs/year)




                                        Total: 906 lbs/year


      * Some Uncertainty Here   ~70% Reduction required by TMDL

                                            Horsley Witten Group, Inc.
Watershed Management Plan
Implementation Recommendations
• Structural Best Management Practices;
• Non-structural measures (pavement
  removal/shoreline vegetation);
• Geese population management
• In-pond treatment (water column,
  sediment);
• Education and Outreach;
• Water quality monitoring; and
• Upper Watershed recommendations
                           Horsley Witten Group, Inc.
Proposed
Structural and
Non-Structural
       Sites




  Horsley Witten Group, Inc.
Rapid Retrofit Reconnaissance
              (RRR)
• Covered both Upper and Lower
  Watersheds
• Assessed potential retrofits, shoreline
  restoration/slope stabilization sites,
  neighborhoods, hotspots, maintenance
  needs, and overall watershed boundaries
• GIS maps, various existing design plans,
  manhole poppers, measuring tapes, etc.

                             Horsley Witten Group, Inc.
Name this activity?




               Horsley Witten Group, Inc.
Horsley Witten Group, Inc.
Site 3B – Carousel Parking Lot
 Bioretention (concept plan)




                    Horsley Witten Group, Inc.
Site 3B – Bioretention
      Design Plan


                Overflow/outlet




               Bioretention
               Planting Bed

         Forebay



       Diversion inlet/channel

                            Horsley Witten Group, Inc.
Site 3B – Bioretention Installation
 and Training Workshop (day 1)




                       Horsley Witten Group, Inc.
Site 3B – Bioretention Installation
 and Training Workshop (day 2)




                       Horsley Witten Group, Inc.
Site 3B – Nearly Complete




                 Horsley Witten Group, Inc.
Slope Stabilization and Buffer
Planting              Horsley Witten Group, Inc.
Geese
Management
(not necessarily a
popular activity)




  Horsley Witten Group, Inc.
Inflow Pipe from Upper Watershed




                     Horsley Witten Group, Inc.
In-pipe or In-lake Management?




                    Horsley Witten Group, Inc.
Educational Banners/Signage




                  Horsley Witten Group, Inc.
Rhode Island Salt Ponds
Watershed Restoration Plan




                  Horsley Witten Group, Inc.
Scope of Project
• Watershed Assessment
  – Stormwater management inventory
  – Existing wastewater management
    programs/policies
  – Alternative wastewater technologies,
    disposal & funding options
• Watershed Management Plan
  –   Stormwater/Wastewater Management Options
  –   Outreach and education plan
  –   Specific Implementation plan
  –   Monitoring plan

                                    Horsley Witten Group, Inc.
Horsley Witten Group, Inc.
Horsley Witten Group, Inc.
Horsley Witten Group, Inc.
Horsley Witten Group, Inc.
Horsley Witten Group, Inc.
Horsley Witten Group, Inc.
Nitrogen Thresholds and Water Quality
            Classification
 Classification           Nitrogen (mg/L)
 Excellent Quality             <0.30
 Good Quality                  0.3 - 0.39
 Moderate Impairment           0.39 - 0.50
 Significant Impairment        0.50 - 0.70
 Severely Degraded             >0.70


                              Horsley Witten Group, Inc.
Horsley Witten Group, Inc.
Total Loading and target TN Reduction:

Ninigret Pond:      71,237 #/year: Reduction needed = 0 #/yr

Green Hill Pond:    57,805 #/year: Reduction needed = 39,978 #/yr




                                             Horsley Witten Group, Inc.
Stormwater Management Design
         Objectives

• Runoff Reduction
• Groundwater Recharge
• Water Quality Mitigation




                        Horsley Witten Group, Inc.
Horsley Witten Group, Inc.
Horsley Witten Group, Inc.
Horsley Witten Group, Inc.
Horsley Witten Group, Inc.
Horsley Witten Group, Inc.
Horsley Witten Group, Inc.
Wastewater Treatment Alternatives
• Decentralized Treatment - Onsite
  Individual Dwellings
• Centralized Treatment/Small
  Scale/Cluster (multi-home) Treatment
• Porous de-nitrification media




                           Horsley Witten Group, Inc.
Horsley Witten Group, Inc.
Horsley Witten Group, Inc.
Horsley Witten Group, Inc.
Horsley Witten Group, Inc.
Horsley Witten Group, Inc.
Horsley Witten Group, Inc.
Other Pollutant Sources:

• Waterfowl (Canadian Geese and Mute
  Swans);
• Other wildlife;
• Pets;
• Fertilizer from lawns/gardens;
• Some agricultural loading; and
• Atmospheric deposition.

                         Horsley Witten Group, Inc.
Horsley Witten Group, Inc.

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Managing the Watershed- Reducing Nutrients in Stormwater Runoff

Editor's Notes

  1. This slide illustrates how impervious cover can alter the geomorphology of a stream channel. In watersheds with less than 5% impervious cover, streams are typically stable and pristine, provide a variety of habitats, maintain a diverse aquatic population and have good tree coverage. While this stream at 8-10% Impervious Cover is still relatively stable signs of stream erosion are more apparent, and there is some loss of good habitat. The surrounding area of this stream is approximately 20% impervious cover. Stream erosion is much worse than in the previous slide due to an absence of vegetation to hold together bank structure. The amount of erosion has been so great that the drain pipe that once rested on the stream bottom is now 2 feet above the water. This stream has a surrounding area of approximately 30% impervious cover. The channel is deeply cut down, there is little to no bank vegetation to prevent erosion, and there is little habitat structure. Above 65% impervious cover, the stream geomorphology is typically completely destroys by channelization. Concrete or pipes provide little to no habitat and support little to no aquatic organisms.
  2. What parts of the approach are currently being implemented? Let’s build on those and incorporate these additional parts of the approach.
  3. Add photo of mall
  4. For anyone out there who thinks mathematically, this is a runoff hydrograph. The y axis is flow (cfs) and the x axis is time. SO, over time during a storm, the flow rate increases until it hits a peak. Under pre-development conditions, the peak flow is much lower than under post-development conditions. But you will also notice that the area under the curve is larger under post-development conditions. That area is the runoff volume. Not only do we want to control the peak flows, but also the volume.
  5. Explain that salt ponds are naturally nutrient rich environments and the resulting productivity provides an excellent nursery for fish and shellfish. However, above critical thresholds excess nutrients degrade water quality.