Winnipesaukee Brook Trout Surveys 2010 NH Fish & Game
water can increase erosion and sedimentation rates on streams. Additionally, runoff from
impervious surfaces can introduce quick bursts of nutrients, petroleum hydrocarbons,
warmer water temperatures, sand, chlorides, etc., into aquatic systems. Even low
percentages of impervious surfaces (as low as 4% of watersheds) can significantly
influence the presence or absence of wild brook trout. Stormwater drainage systems that
convey runoff directly into streams were routinely observed during surveys within the
Winnipesaukee River drainage. These were often associated with road/stream crossings
or areas where development left minimal riparian buffer. Drainage from impervious
surfaces should be directed away from aquatic systems to reduce the negative impact on
aquatic communities.
There is a wide variety of stream crossing structures throughout the Winnipesaukee River
Drainage. In some instances, stream crossings that were designed only to incorporate the
passage of water flow can alter both stream habitat and aquatic communities. In addition
to the ability for a crossing to facilitate the passage of a certain rate of flow, stream
crossing design should also consider the specific geomorphic properties of the stream in
question. Natural stream systems are in states of evolution or adjustment. Beyond water,
streams are employed to convey organic (wood, leaves) and inorganic (sand) material.
Several impacts related to crossing designs that do not incorporate the geomorphology of
a stream include: culvert perching, scouring and sedimentation, blockage, undermining,
road overtopping, and failure. Although the capital costs associated with a geomorphic
design are expected to be larger, it is expected that costs related to maintenance overtime
and replacement would be much less.
The most suitable stream crossing for fish is one that does not exist. Road design should
first consider ways to avoid streams. If a stream crossing is unavoidable, designs should
attempt to make the crossing invisible to the stream. Flow rate, sediment transport,
gradient, water temperature, and substrate should be identical within the crossing
structure to the reference condition of the stream. Impacts to fish communities and
habitat result when these conditions become altered. Undersized culverts that constrict
streams and increase flow rates (particularly during storm flow events) often create scour
pools (or perching) at the culvert outlet. Overtime, these can become barriers to fish
movement. This scenario was observed at several of the locations surveyed. If a fish
manages to access the culvert, flows may be too overwhelming for the fish to navigate
through it. The creation of barriers can lead to wild brook trout not being able to access
more desirable habitats for spawning, refuge from warm water temperatures, forage
areas, etc. As a result, the population could become extirpated.
Wild brook trout are not often thought of as migratory fish and subsequently not often
considered during roads design. However, radio telemetry studies in New Hampshire
have shown larger wild trout can move over 20 miles in a single year. When a population
becomes isolated, concerns regarding gene flow are also present.
If a catastrophic event occurred upstream of an impassable barrier (i.e. dam, perched
stream crossing) that decimated a wild brook trout population, fish may not be able to
repopulate the area. This is of particular concern to the streams of this region. Several