
Lake Eden Association
lakeedenvt.org
Lake Eden Basin Program
In 2016 a coalition comprised of the LEA, The Town of Eden, Lamoille county and The State Of Vermont (DEC) was formed to address runoff of nutrients and erosion concerns entering the lake from multiple locations. Loading of nutrients result in reduced water quality and lake health. In 2020 Fitzgerald Environmental Associates completed a study and report entitled “Lake Eden Watershed Study” (See link below). The study outlined numerous areas in need of improvement and prioritized those of greatest impact on the lake. Of all the problem areas outlined, properties that abut the lake made up over 50 % of those concerns. The remaining issues were due to sediment and nutrient loading from streams and roads.
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CLICK HERE to see what you can easily do on your property to reverse this trend and improve the Lake’s health.

The Watershed report identified 20 areas/projects that were considered to be having significant negative impact on the lake’s water quality. The coalition chose 5 of those projects to begin focus and improvement on. These were not necessarily the top 5 areas having the greatest negative impact. In some cases those were on private property and so required the owner’s participation. Work began 2022 to improve the following issues:
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1. GRIGGS ROAD ISSUE
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Channel run off formed from stone lined ditch on the south side of Griggs Road near #187 Griggs Rd.
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Runoff from the road comes down a ditch, through a culvert under the road and then and wraps around the house and flows into a tributary that feeds the lake.
Status:
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The banks of the incised ditch were shaved to better manage volume of water & prevent channel run off.
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Added straw waddles along the bank and rock to the bottom.
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Installed check dams and planted live willow stakes all along the banks to help absorb the water run-off and reduce erosion
Further Plans:
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Add additional and a variety of trees to disturbed areas to prevent further erosion.
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Replace culvert across the town road with a larger one.
2. TOWN RECREATION AREA
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Run off from the gravel road and parking area is concentrated near the canoe/kayak rack. It have eroded a channel under the rack, which flows into the lake.
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Stream that flows through the Rec. area and into the lake lacks a natural buffer to reduce nutrient loading.
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Mowed area right to lake’s edge contributes to nutrient loading and absence of natural filtration.
Status:
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No progress as of 2/2024
Further Plans:
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We will be installing a bio-retention basin (rain garden) between the parking lot and the boat rack.
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Boat rack will be moved further onto beach and rebuilt.
3. LAKESHORE DRIVE
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There is no buffer between road and water resulting in concentrated runoff/nutrient loading directly into the lake.
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Seasonal gully’s form on the eroded embankment that directly inputs sediment into the lake. There is a deep stretch of road that lacks a drainage ditch causing server rill erosion for 150 feet near the eastern bend of the road.
Status:
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Postponed due to lack of landowner support.
4. PUBLIC BOAT/FISHING ACCESS
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Runoff from RTE 100 has resulted in erosion near the cross-culvert inlet.
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The addition of water bars has helped but there is still opportunity to improve infiltration and the sediment load into the lake.
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Sediment load is exacerbated by the accumulation of gravel as a result of snow plowing.
Status:
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A stone lined ditch was created on the south side of the upper parking lot to catch storm water runoff from route 100.
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A stone catchment system was created, by the Greeter area, to slow drainage to the lower parking lot.
Further Plan:
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Add infiltration steps for easier pedestrian access and educational signage
5. BOYSCOUT CAMP
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There is an eroded channel & gully forming due to storm water run-off. This is in area where the channel enters a stream that flows into the lake. Run off is concentrated along the western side of the parking lot.
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In addition, there are significant drainage problems around the facility.
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The location used for snow storage for the parking lot may also be contributing to extra run off into the channel.
Further Plan:
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This will be a large storm water treatment project that will be initiated spring 2024. It will involve two large subsurface infiltration systems, grass swales, and a culvert replacement
6. BACKSHORE DRIVE
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Involves multiple locations along backshore Dr. properties/ tributaries.
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Undersized culverts resulting in washouts, aggrading at culvert inlets, clogging of culverts, runoff of debris and nutrients into lake, and erosion to properties & road.
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Flooding of properties/road
Further Plan:
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A Preliminary design will be drafted 2023 to begin work
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