Problems in Environmental Science Class
Colby College
This summary is provided at
the time of the public presentation given at the Vassalboro town office
December 5, 2002. A full report of
the study will be published and distributed in the spring of 2003.
The Colby Environmental Assessment Team (CEAT) investigated the water quality of Webber Pond in Vassalboro, Maine from June through December 2002. CEAT analyzed several factors that contribute to water quality, including physical and chemical measurements, land use patterns, and the impact of residential and commercial development. All of these measurements were compared and used to compute models, which enabled CEAT to discover the sources of pollution most threatening to the current and future water quality of Webber Pond. These data were also compared to those collected in previous years to gain a historical perspective. Water quality is affected by the accumulation of nutrients, particularly phosphorus, due to surface runoff, erosion, and internal nutrient loading. When concentrations of phosphorus reach threshold levels, a lake can experience algal blooms that decrease the aesthetic, recreational, ecological, and economic value of the lake.
A
brief summary of CEAT findings in the Webber Pond watershed:
Reducing the amount of nutrients entering Webber Pond is necessary for successful remediation. Properly maintaining roads, preventing shoreline erosion, and modifying or banning products containing phosphorus will help reduce the amount of nutrients entering Webber Pond. The reduction of internal loading of phosphorus is also important. Presently, this is addressed through the yearly drawdown. However, there are several other possible techniques, including phosphorus inactivation and hypolimentic withdrawal that should be considered. Additional action must be taken to improve water quality for the residents who recreationally use Webber Pond and to protect the native flora and fauna within Webber Pond.
RECOMMENDATIONS
The primary problem facing Webber Pond is cultural eutrophication. Increased development along the shore accelerates the loading of phosphorus and nitrogen into Webber Pond. Additionally, the excess phosphorus in the sediment of Webber Pond is recycled through the water column and made available for plant growth by internal loading. Remediation efforts aimed to limit the quantities of available nutrients must address both of these nutrient sources. The Maine DEP classifies Webber Pond as eutrophic. Although water quality has not seen a serious decline in recent years, it remains relatively poor. The implementation of preventative measures is essential to improve the water quality of Webber Pond. CEAT has developed several recommendations relevant to this improvement.
Monitoring
Suggestions
Periodic water monitoring is necessary in
developing an overview of the water quality at Webber Pond and in locating
specific problem sites. We
recommend:
This
study reviewed several remediation techniques used in other watersheds and the
feasibility of implementing these in Webber Pond. We recommend:
Remediation
suggestions
Development Control
We believe that Webber Pond�s water quality is largely impacted by the development occurring along its shores. Residences contribute to a deteriorated lake health due to their proximity to the main body of water. The construction of roads and driveways elevates the proportion of impermeable surfaces that surround the lake, and poorly maintained roads can contribute even higher levels of nutrients. The problems of development and roads are confounded when they are not separated from the lake by a sufficient buffer, and in areas that lack sufficient riprap. Changes in each of these areas would greatly improve Webber Pond�s health, and can occur through regulatory measures, community measures, and residential measures. We recommend the following measures:
Regulatory Measures
Agriculture
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Increasing the number of farms that implement Best
Management Practices (BMPs) with the Maine Department of Agriculture
(MDA).
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The MDA monitoring these farms more closely.
Forestry
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Observing town-zoning regulations, particularly in areas
with elevated erosion potential such as steep slopes.
Roads
Residential
Cleared Land
Nutrient
Control
The phosphorus loading model predicted that at least 25 percent of the phosphorus in Webber Pond was due to internal nutrient recycling, making it the greatest contributor. Even if the amount of incoming phosphorus to Webber Pond is limited, phosphorus levels will remain high and still sustain algal blooms. To reduce internal phosphorus we recommend:
�
Continuing the yearly gradual drawdown. The plan should follow the monitoring
suggestions by Maine DEP. Gradual
drawdown should commence before Labor Day, after a severe algal bloom. Boards should be removed every few days
afterwards and all boards should be pulled after Labor Day.
�
Investigating the possibility of using the nutrient
rich water from hypolimnetic withdrawal for irrigation of Natanis Golf
Course. The golf course could use
a longer intake pipe, that would drain water even after drawdown occurred. Nutrients would be removed from Webber
Pond, and the golf course would gain water and nutrients for the holes closest
to Webber Pond.
�
Investigating the possibility of phosphorus
inactivation through the addition of alum.
Macrophyte
Control
The introduction of invasive aquatic
plants in lakes has become a serious problem throughout the United States. Although they have not yet been
introduced to Webber Pond, residents should be engaged in vigilance and
education efforts to ensure that they are not introduced in the future. Populations of invasive plants such as
Eurasian Watermilfoil (Myriophyllum spicatum) can be transported by tiny plant
fragments, which make their establishment difficult to prevent. In addition, the introduction of these
non-natives is commonly the result of transfer from recreational boats. This is a problem for Webber Pond
because it has a public boat ramp, which would allows boats carrying plant
pieces from other lakes to introduce them into Webber Pond. Educating residents and others who use
the boat ramp about the dangers of depositing plant fragments into the lake may
reduce the risk that nuisance non-native plant infestations may occur in Webber
Pond. Also, the implications of
increased native macrophytic growth should also be described to and
preventative measures should be taken by the Webber Pond Alliance as well as by
Webber Pond residents. We recommend the following:
Education suggestions
The residents around Webber Pond have the
greatest ability to improve the water quality of Webber Pond. Many of the sources of nutrients, such
as roads and runoff due to improper buffer strips, are under their private
control. Residents must be
educated regarding how their daily lifestyle affects the water quality of
Webber Pond, and about the simple remediation projects they can undertake to
benefit the future of Webber Pond.
We recommend:
All of the specific problem areas were
found on unpaved camp roads. These
roads present the greatest risk in terms of erosion of sediment and leaching of
nutrients from the road surface.
With one exception, all problem areas were found on roads leading
directly to Webber Pond, areas where proper drainage and water diversion
devices are crucial. These problem areas are concentrated in
areas of residential development.
Intensive use and problems of increased runoff from driveways and lawns
can augment the normal rates of erosion and nutrient loading. Each problem area found has been listed alphabetically by
road name. Descriptions of the problem and solutions are listed to aid in the
remediation of the affected areas.
Alfred
Road � culvert damage
Location: 0.1 miles off Town Farm Road
Problem: Culvert
exposed to road surface, pipe is corroding and worn
Remediation: Need
to rebuild road to cover culvert, possible need to replace culvert in
future
Jones
Road � severe erosion
Location: 0.5 miles off Cross Hill Road
Problem: Erosion
evident down the center of road in the direction of Webber Pond
Remediation: Surface needs work � ruts need to
be filled, and berm removed
Ditching necessary just before problem
area
Crowning would also help to divert water
flow
Jones
Road � severe erosion
Location: 0.4 miles off Cross Hill Road
Problem: Erosion
evident and the presence of a berm noted
Remediation: Surface needs work � ruts need to
be filled and berm removed
Some ditching necessary
Crowning to divert water flow
McQuarrie
Road � severe erosion
Location: 0.4 miles off Hannaford Hill Road
Problem: Portion
of road washed out, water runs straight down the road
Remediation: Crowning to divert water flow
Proper ditch construction needed
No
Name Road (off Fairway Drive)
� culvert damage
Location: 0.1 miles off Fairway Drive
Problem: Plastic
culvert is exposed and crushed
Remediation: New culvert pipe needed as well the
rebuilding of road to cover culvert
Perley
Road � culvert blockage
Location: 0.1 miles off Saucier Road
Problem: Culvert
blocked by sediments and organic material
Remediation: Clearing of debris needed to
restore water flow
Pleasant
Point Road � diversion
blockage, ditch required
Location: 0.1 miles off Cross Hill Road
Problem: Diversions
present but full of sediments, no ditches present
Remediation: Clear diversions of debris
Proper ditch construction needed
Pleasant
Point Road � culvert
blockage
Location:
0.2 miles off Cross Hill Road
Problem: Culvert
blocked by sediments and organic debris
Remediation: Clearing of debris needed to
restore water flow
Pleasant
Point Road � culvert
blockage
Location:
0.2 miles off Cross Hill road
Problem: Culvert
blocked by sediments and organic material
Remediation: Clearing of debris needed to
restore water flow
Proper ditch construction needed on both
sided of culvert
Pleasant
Point Road � culvert
blockage
Location: 0.25 miles off Cross Hill Road
Problem: Culvert
damaged, blocked by sediments and organic material
Remediation: Clearing of debris needed to
restore water flow
Repair culvert pipe
Pomerleau
Road � berm present
Location: 0.1 miles off Cross Hill Road
Problem: Berms
present along side of road
Remediation: Berm removal and the construction
of proper ditches needed to divert water flow
Pooler
Drive � severe erosion
Location: 0.1 miles off Taber Hill Road
Problem: Severe
erosion present in combination with steep slopes
Remediation: Crowning would help to divert water
flow
Saucier
Road � culvert blockage
Location: 0.1 miles off Cross Hill Road
Problem: Ditch
and culvert blocked by sediments and organic material
Remediation: Clearing of debris needed to
restore water flow
Location: 0.1 miles off Pleasant Point Road
Problem: Surface
needs work � road needs grading, proper crown construction
Remediation: Diversion needed to channel water
from a 4X4 trail