Permeable pavers
Permeable pavers and one of the many raingarden installed along the street edge of Silver Lake Avenue

Location: Wilmington, MA, near Silver Lake

Purpose:

  • Demonstrate the use of a variety of LID retrofit techniques to reduce nonpoint source pollution to a recreational surface water body.
  • Quantify the cumulative reduction in runoff and the improvement in water quality associated with the collective LID strategies.
  • Reduce or eliminate contamination of the lake from neighborhood stormwater system by reducing surface runoff volume and improving runoff quality.
  • Increase groundwater recharge in neighborhood abutting the lake.

Description: Silver Lake is an important recreational resource that supports swimming, fishing, wildlife viewing, and boating. However, the lake was degraded from nutrients, sediment, and bacteria from the surrounding conventional stormwater system (which includes several direct discharge outlets to the lake) and nonpoint source runoff. Beach closures due to high bacteria had occurred repeatedly for many years prior to this demonstration.

This project incorporated several LID techniques to replace the conventional stormwater collection system in two streets draining to Silver Lake. Stormwater flow paths were disconnected from the piped drainage system by directing stormwater to rain gardens and porous pavers. Twelve rain gardens were located in the roadway rights-of-way. The rain gardens provide treatment as water percolates through the soil, and nutrients and contaminants are processed by the plants. The roadway edges in two areas along Silver Lake Avenue were resurfaced with porous pavers with underlying infiltration beds. The porous pavers allow stormwater to soak into the ground between the paving units.

In addition to the LID techniques, the work included replacement of two catch basins with deep-sump catch basins, to improve capture and removal of sediment, and excavation of accumulated sediment in the area around an outfall to Silver Lake, in order to restore proper flow through the drainage system.

Project Photos

 Aerial Schematic Link to the image file.

 

Transducer and weir (USGS)
Transducer and weir (USGS)

Data Collection and Analysis: The U.S. Geological Survey collected water samples from a storm drain pipe on Silver Lake Avenue. Two types of equipment were used. An automated sampler collected water quality samples, which were analyzed for a range of parameters, including bacteria. A continuous flow monitor provided data on the quantity of stormwater discharged at the sampling point. Preconstruction conditions were compared to post-construction conditions to detect any changes in water quality associated with the LID practices and to determine whether and by how much the LID practices reduce the quantity of surface runoff from the surrounding neighborhood.

This project was closely coordinated with additional LID work occurring across the lake at the town beach. For details, see Demonstration 3: Permeable Paving Materials and Bioretention in a Parking Lot

 

Milestones:

  • Construction completed May 2006
  • Monitoring of stormwater quality and quantity conducted by USGS:
    • Preconstruction: August - November 2005
    • Postconstruction: June 2006 - December 2007
  • Light maintenance of planted areas performed spring and fall, 2006 through 2008
  • “Garden Party” (raingarden maintenance work day) with neighborhood residents held June 2008: residents selected additional plantings for the raingardens, learned about long-term maintenance needs, and enjoyed a day of gardening.

 

Costs:

Design, engineering, permitting, and construction management (combined costs for Demonstration Nos. 3 and 4): $92,000

Construction, and three years of maintenance (combined costs for Demonstration Nos. 3 and 4): $355,000

 

 

Key Results and Conclusions:

  • For small storms, less than or equal to 0.26 inches, the LID features reduced runoff volume relative to pre-installation conditions (although sample sizes were too small for the reductions to be statistically significant).  
  • The LID features fully retained the runoff generated by many storms in this small size category, whereas all storms in this size category produced measurable runoff during the pre-installation monitoring.
  • For larger storms, greater than 0.26 inches, pre- and post-LID conditions performed similarly.
  • Storms less than or equal to 0.26 inches represent the majority of annual rainfall events, and comprised 60% of the storms monitored during the study.
  • Water quality sampling was limited to the larger storms, to ensure sufficient volume for water quality analysis, and no differences in pollutant concentrations or loads were discerned.
  • Monitoring suggested that the LID features in the Silver Lake neighborhood study area reduced the effective impervious area from 10% to 4.5%.

 

Publications and Related Materials:

 

Project partner: Town of Wilmington

Design/Engineering/Construction oversight: GeoSyntec Consultants

Construction and three years of maintenance: Cali Corporation

Monitoring and Analysis: U.S. Geological Survey

Ongoing Maintenance: Wilmington Department of Public Works and neighborhood residents