Green Stormwater Infrastructure Completed in Hinesburg

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New Green Stormwater Infrastructure Completed in Hinesburg Lewis Creek Association, December 2014 At the beginning of October, the Lewis Creek Association completed the construction of a stormwater treatment project known as the Silver Street Rain Garden. The project represents a continuation of the work completed as part of a Townwide hydrology study completed in 2011 and 2012, which targeted the Silver Street site as a potential location for a stormwater treatment system. The project site is located at the intersection of VT Route 116 and Silver Street in the Town of Hinesburg, was initiated and managed by the Lewis Creek Association with funding provided by Vermont’s Department of Environmental Conservation Ecosystem Restoration Program. The stormwater treatment system was designed to fit within the sloping site along Silver Street between an existing drainage swale and the Hinesburg Masonic Lodge Building on Townowned land. The site was selected because it is the location of three storm drainage outfalls that drain a portion of the Village. Prior to constructing the rain garden, runoff from the three outfalls was conveyed directly to the Laplatte River by an existing swale and culvert system with little treatment. The rain garden will treat stormwater runoff from a 6.7acre subwatershed collected by the existing storm drainage systems, with approximately 2.6 acres or 39% of the contributing watershed consists of impervious surfaces. The primary design objective is to capture the runoff from a 1inch rainfall event, which generally represents 90 percent of the rainfall events occurring annually. Treatment goals are to remove 80% of the average annual total suspended solids (TSS) and to remove 40% of the total phosphorus (TP) load present in the contributing stormwater runoff. The stormwater treatment system was designed in a twotiered configuration. The upper treatment cell collects all of the stormwater from the existing drainage outfalls, transfers stormwater to the lower treatment cell using a perforated riser structure, and bypasses larger storms to the swale along Silver Street. The roadside swale was reshaped, revegetated, and stone check dams were installed as part of the overall project. The lower treatment cell was Figure 0: Completed Upper Treatment Cell

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12/31/2014 Silver Street Blog Post.

Transcript of Green Stormwater Infrastructure Completed in Hinesburg

Page 1: Green Stormwater Infrastructure Completed in Hinesburg

New  Green  Stormwater  Infrastructure  Completed  in  Hinesburg    

  -­‐-­‐  Lewis  Creek  Association,  December  2014  

 

At  the  beginning  of  October,  the  Lewis  Creek  Association  completed  the  construction  of  a  stormwater  treatment  project  known  as  the  Silver  Street  Rain  Garden.    The  project  represents  a  continuation  of  the  work  completed  as  part  of  a  Town-­‐wide  hydrology  study  completed  in  2011  and  2012,  which  targeted  the  Silver  Street  site  as  a  potential  location  for  a  stormwater  treatment  system.    The  project  site  is  located  at  the  intersection  of  VT  Route  116  and  Silver  Street  in  the  Town  of  Hinesburg,  was  initiated  and  managed  by  the  Lewis  Creek  Association  with  funding  provided  by  Vermont’s  Department  of  Environmental  Conservation  Ecosystem  Restoration  Program.  

The  stormwater  treatment  system  was  designed  to  fit  within  the  sloping  site  along  Silver  Street  between  an  existing  drainage  swale  and  the  Hinesburg  Masonic  Lodge  Building  on  Town-­‐owned  land.    The  site  was  selected  because  it  is  the  location  of  three  storm  drainage  outfalls  that  drain  

a  portion  of  the  Village.    Prior  to  constructing  the  rain  garden,  runoff  from  the  three  outfalls  was  conveyed  directly  to  the  Laplatte  River  by  an  existing  swale  and  culvert  system  with  little  treatment.  

The  rain  garden  will  treat  stormwater  runoff  from  a  6.7-­‐acre  subwatershed  collected  by  the  existing  storm  drainage  systems,  with  approximately  2.6  acres  or  39%  of  the  contributing  watershed  consists  of  impervious  surfaces.    

The  primary  design  objective  is  to  capture  the  runoff  from  a  1-­‐inch  rainfall  event,  which  generally  represents  90  percent  of  the  rainfall  events  occurring  annually.    Treatment  goals  are  to  remove  80%  of  the  average  annual  total  suspended  solids  (TSS)  and  to  remove  40%  of  the  total  phosphorus  (TP)  load  present  in  the  contributing  stormwater  runoff.  

The  stormwater  treatment  system  was  designed  in  a  two-­‐tiered  configuration.    The  upper  treatment  cell  collects  all  of  the  stormwater  from  the  existing  drainage  outfalls,  transfers  stormwater  to  the  lower  treatment  cell  using  a  perforated  riser  structure,  and  bypasses  larger  storms  to  the  swale  along  Silver  Street.    The  roadside  swale  was  reshaped,  re-­‐vegetated,  and  stone  check  dams  were  installed  as  part  of  the  overall  project.    The  lower  treatment  cell  was  

Figure  0:    Completed  Upper  Treatment  Cell  

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designed  as  a  bio-­‐retention  basin  allowing  stormwater  to  pond  a  maximum  of  18  inches  before  discharging  through  a  stone  outlet  weir.    A  bio-­‐retention  configuration  provides  the  greatest  opportunity  for  stormwater  to  infiltrate,  evaporate,  or  be  utilized  by  the  plants.  

The  Hinesburg  Highway  Department  working  together  with  Distinctive  Landscaping  of  Charlotte  constructed  the  two-­‐celled  treatment  system,  including  stone  filter  berms,  outlet  piping  and  overflow  weirs,  and  planted  over  1,200  native  wetland  plants  and  wildflowers  in  addition  to  150  shrubs  to  help  slow  and  treat  stormwater  draining  towards  the  LaPlatte  River.      Final  design  and  construction  oversight  services  were  provided  by  Milone  &  MacBroom  of  Waterbury.  

Beyond  improving  local  water  quality,  the  stormwater  treatment  system  will  enhance  local  aesthetics,  require  minimal  maintenance,  and  serve  as  a  public  demonstration  of  simple  measures  that  can  be  used  to  treat  stormwater  within  a  built  environment.  

Figure  0:    Completed  Lower  Treatment  Cell