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East Branch Assessment Report
&
Recommended Action Plan
Housatonic River
East Branch Stream Team 2014
HVA East Branch Assessment Report | 1
HVA office locations:
Berkshire Office Connecticut Office New York Office 1383 Route 102, P.O. Box 251 150 Kent Road, P.O. Box 28 P.O. Box 315 South Lee, MA 01260 Cornwall Bridge, CT 06754 Wassaic, NY 12592 Phone: 413-394-9796 Phone: 860-672-6678 Phone: 845-879-1381 Fax: 413-394-9818 Fax: 860-672-0162 Email: [email protected] Email: [email protected] Email: [email protected]
www.hvatoday.org
The shoreline survey form and the concept
of the Stream Teams is a statewide program coordinated by
the Division of Ecological Restoration
Housatonic Valley Association
The Housatonic Valley Association (HVA), founded in 1941, works to
conserve the natural character and environmental health of our
communities by protecting and restoring the lands and waters of the
Housatonic Watershed for this and future generations.
This Stream Team Project
was made possible by a grant from
The Massachusetts Environmental Trust
and from membership contributions.
If you value water resources in Massachusetts show your support by
ordering a Specialty “Preserve the Trust” License Plate.
These license plates exclusively fund environmental programs. https://secure.rmv.state.ma.us/SpecialPlates/intro.aspx
HVA East Branch Assessment Report | 2
Table of Contents
I. Introduction: The East Branch Stream Team 3
II. Map of Housatonic River East Branch Segment 4
III. Section Descriptions and Proposed Action Items 5
IV. East Branch Section Maps 18
V. East Branch Feature Data Table 29
VI. East Branch Action Plan 35
VII. Progress Updates Since the 2000 Stream Team Report 36
VIII. Appendix A: Data Collection Survey Form 39
Stream Team Members Jeanne Rothman, Bob Paradysz, Donald Munger, Susan Purser, Cheryl Rose, Henry Rose, Jenny Hersch, Mike Darroch, Chris Regan, Alison Dixon, Dennis Regan
Coordinating Organization The Housatonic Valley Association, P.O. Box 251, South Lee, MA 01260 Dennis Regan, Berkshire Director; Alison Dixon, Outreach Manager
HVA East Branch Assessment Report | 3
I. Introduction: The East Branch Stream Team
After 40 years of federal, state & local action under the Clean Water Act of 1972, most of the direct sewage and wastewaters that were legally discharged directly into our waterways have been eliminated. Unfortunately, a 2013 report issued by EPA still classifies more than half of the rivers still not safe for swimming, and their fish are not safe to eat1. Today’s pollution problem is primarily due to stormwater runoff (contaminated runoff from roadways, parking lots, lawns and farm fields). Failed septic systems, soil erosion and seepage from abandoned dumps and former landfills are also contributing factors.
It is clear that more needs to be done to improve our water quality. These are difficult problems which require creative solutions, constant oversight and community support. Government agencies and regional environmental groups are striving to help communities find practical solutions to this current pollution problem through education, new technology and partnerships with community leaders, industry, and concerned citizens. Critical to these efforts is accurate local information on the quantity and quality of water flowing through our neighborhoods. Up-to-date knowledge about the condition of our rivers and the watershed is essential to determine which actions are recommended to improve our rivers’ health. Success requires involvement of our local communities. To this end, Stream Teams comprised of local volunteers are an effective and efficient way to collect this data.
The East Branch Stream Team is one such team that has been organized by the Housatonic Valley Association (HVA) to collect data in the Massachusetts’ section of the Housatonic Watershed. Stream Teams are comprised of local volunteers that act as the ‘eyes and ears’ of their community. The volunteers identify and record the present condition and character of the river in their towns.
Back in 2000, the initial East Branch Stream Team surveyed the river and completed a
report of their findings and recommendations. Since then, many of their recommendations have been implemented. However, almost fifteen years have passed, and a new survey was warranted.
In 2013 and 2014, the East Branch Stream Team inventoried the river from the headwaters at Muddy Pond downstream to Hubbard Avenue in Pittsfield. Several areas have been identified as public attributes, others as areas of concern that need remedial action. Team members have identified and prioritized the importance of these projects. HVA will now work with the community to implement these recommendations.
This report is intended as a management resource not as a guide to paddling the river. A Paddling Guide to the Housatonic River in Berkshire County, published by HVA, is available on line or by contacting an HVA office (http://www.hvatoday.org/library/publications/.)
1Source: http://water.epa.gov/type/rsl/monitoring/riverssurvey/index.cfm
HVA East Branch Assessment Report | 4
II. Map of Housatonic River East Branch Segment
HVA East Branch Assessment Report | 5
III. Section Descriptions and Proposed Action Items The Section Maps (pages 18-28) locates the specific findings which are detailed in the Feature Data Table (pages 29-34).
Section A: Muddy Pond to Bullards Crossing Road
Surveyors: Jeanne Rothman and friends
Distance: 1.4 miles Elevation: 1,445 feet to 1,430 feet Significant Tributaries: Bilodoe Brook Access Points: Muddy Pond, Bullards Crossing Rd. both unofficial Ecologically Sensitive Areas: Hinsdale Flats Area of Critical Environmental
Concern (ACEC), 14,500 acres, 1992, Dalton, Hinsdale, Peru, and Washington
Section Overview
The East Branch begins at the outflow of Muddy Pond located on the border of
Washington and Hinsdale. The pond is a small shallow water body of post-glacial origin. The
outflow is narrow with clear water with abundant vegetation which makes passage difficult in
low water. This stream feeds the large upland wetland known as the Hinsdale Flats.
This section of river is located in a seemingly clean, pristine, wetland in an undeveloped
natural setting. There is minimal human disturbance from houses or roads with the exception
of the railroad tracks which are parallel to the river in this section. Wetland forests are located
on the edges of this wide wetland area which is approximately 100 yards wide in this section.
Section Condition
Fish, turtles, fresh water mussels, birds, beavers, and other mammals are in abundance;
as are moose droppings. The gentle twists and turns of the river makes for a very nice section
to paddle, however numerous beaver dams have to be crossed and occasionally portaged. The
water depth varies from a few inches in places to a few feet in others due to the dams.
The predominant vegetation is low, thick wetland shrubs that provide shade to the water but
not to the paddler. Purple loosestrife and Phragmites are abundant. A film of sediment or algae
was observed along this stretch of river.
HVA East Branch Assessment Report | 6
Section A: Muddy Pond to Bullards Crossing Road…continued
Natural Resources and Assets
Problems Priority Actions
Undisturbed wetland area with abundant plants and animals. Excellent wildlife habitat.
No official public access
Evidence of algae or sediment covering river bottom in areas.
Explore possibilities of developing public access at beginning and end of this segment.
Check with MA Fish &Wildlife regarding the algae/sediment
Section B: Bullards Crossing Rd. to Route 8 (Hinsdale)
Surveyors: HVA Paddle Trip; Dennis Regan & Alison Dixon leaders
Distance: 2.9 miles Elevation: 1,430 feet to 1,429 feet Significant Tributaries: Bennet Brook, Access Point Rt. 8 only for emergency only due to busy road,
minimal roadway shoulders, and no parking. Ecologically Sensitive Areas: Hinsdale Flats Area of Critical Environmental
Concern (ACEC)
Section Overview
This section of river meanders through an extensive, healthy, and shrub dominated
wetland until it reaches the raised railroad bed which cuts through the Hinsdale Flats. The river
then abuts the tracks in a straight line for 0.8 miles. The resident beavers take full advantage of
the raised bed and anchor one end of their dams to the raised bed. This section ends when the
river then passes underneath Route 8.
Section Condition
Abundant wildlife such as water fowl, mammals, birds, and turtles are found in this area.
The railroad tracks are the only human impact to this area. The water is clear water although
colored by tannins. Beaver dams are abundant, especially along the railroad tracks. There is
also a large stand of dead and dying maple trees in the wetland along railroad tracks.
HVA East Branch Assessment Report | 7
Section B: Bullards Crossing Rd. to Route 8 (Hinsdale)…continued
Natural Resources and Assets
Problems Priority Actions
Wild and scenic area. No official public access
Explore potential for developing public access at the beginning and end of this section
Section C: Route 8 Bridge to the Town Bridge in the Center of Hinsdale
Surveyors: HVA Paddle Trip; Dennis Regan & Alison Dixon leaders
Distance: 1.9 miles Elevation: 1,429 feet to 1,428 feet Significant Tributaries: Frisell Brook, Russo Brook Access Point: Ozzie’s Restaurant property (private property,
permission required.) Ecologically Sensitive Areas: Hinsdale Flats Area of Critical Environmental
Concern (ACEC)
Section Overview
This section of river continues to meander through an extensive, healthy looking, and
shrub dominated wetland. About a mile from downtown Hinsdale the river enters a forested
landscape and continues towards town, passing houses on river right just upstream of
downtown.
Section Condition
Abundant wildlife such as water fowl, mammals, birds, and turtles continue to be
prevalent in this area. The water is clear water although a bit tannin. Beaver dams and very
large beaver huts are abundant. Just upstream of downtown Hinsdale along the RR tracks,
river left is an area where gravel has been dumped along the tracks and in the edge of the river.
It appears this was done a few years ago to protect the RR tracks from flooding. There is also
evidence of continued heavy roadway storm water runoff being directly discharged into the
river in this area.
HVA East Branch Assessment Report | 8
Section C: Route 8 Bridge to the Town Bridge in the Center of Hinsdale…continued
Natural Resources and Assets
Problems Priority Actions
Wild and scenic area No official public access
Document and share possibilities for public access at beginning and end of this section
Continue to monitor the railroad gravel dumped into the river to help ensure that this does not happen again
Investigate methods to minimize the roadway water runoff to lessen the river impact
Section D: Hinsdale Town Center to Old Dalton Road Bridge
Surveyors: Bob Paradysz
Distance: 1.0 miles Elevation: 1,428 feet to 1,340 feet Significant Tributaries: none Access Points: Unnamed brook at Old Dalton Road Ecologically Sensitive Areas: Hinsdale Flats Area of Critical Environmental
Concern (ACEC)
Section Overview
This river section begins in Hinsdale Center and flows generally northward through town
and passes underneath the Robinson Road bridge. At 0.2 miles the river reaches an old
breached wooden dam, which was a part of the old Renfrew Woolen Mill, and begins a steeper
decent towards Dalton. The stream banks below the dam are lined with stone walls, also
remnants of the old mill. There is a stone lined passageway underneath Rt. 8 that is assumed to
be an old cattle crossing tunnel. At 0.5 miles, the stream passes under Route 8. It then traces
the contour of a hill bordering an old gravel operation for about 0.25 miles before reaching a
small, unnamed brook on the right at 0.9 miles. The Old Dalton Road Bridge is reached at 1.0
miles. The river begins to flatten at the end of this section which creates larger, longer pools.
HVA East Branch Assessment Report | 9
Section D: Hinsdale Town Center to Old Dalton Road Bridge…continued
Section Condition
From the beginning of this section to the old dam is a residential area and on river right
some of the lawns are mowed down to rivers edge. At the dam site, river trash and debris have
collected. This 1800’s dam breached in 2008 and the sediment build-up behind the dam
washed downstream and is still evident in the river as sediment deltas. The middle of this
section is less developed, with large trees along both banks. There is an auto mechanic
business, river left, which has remains of old car parts found along the river. A golf course, river
right, has reclaimed the old gravel pit and is over the hill from the river, which explains the
occasional golf ball found in the river. At the end of the section, on river left, there are homes
with lawns mowed down to the river, and on river right, a deli has also mowed down to the
river.
Fish are plentiful in this area, as well as frogs, crawfish, mussels and clams, and the
occasional mink. Hinsdale was once home to a large commercial mink farm that was
occasionally liberated of its occupants. Problems encountered include backyard dumping, a
strong petroleum smell coming from an automotive garage, and runoff from nearby streets.
Natural Resources
and Assets Problems Priority Actions
Productive cold water fish habitat
Parking and river access for fishing.
Partial dam breach, with trash and sediment.
Car parts on river bank.
Mowed lawns down to river near Old Dalton Rd.
Petroleum odor
Organize trash removal at breached dam.
Foster greater river awareness and work to install vegetative buffers along the river.
Investigate petroleum odor
HVA East Branch Assessment Report | 10
Section E: Old Dalton Road (Hinsdale) to Route 8 Bridge,
near Nessacus Middle School (Dalton)
Surveyors: Susan Purser and Don Munger
Distance: 1.9 miles Elevation: 1,340 feet to 1,176 feet Significant Tributaries: none Access Points: Old Dalton Road Ecologically Sensitive Areas: none identified
Section Overview
At 0.8 miles river flows beneath Route 8. For the next 0.75 miles the river flows close to
Route 8 hugging the west side of the highway. Railroad tracks are also near the river (generally
within 0.1 miles). At 1.5 miles the stream briefly jogs northwest away from the highway before
turning north reaching the next Route 8 Bridge at 1.9 miles.
Section Condition
The 0.8-mile long section between Old Dalton Road and Route 8 has a swift current of
clear water that flows over a bed of boulders, cobbles, and gravel. The vegetation on the banks
includes a brushy floodplain habitat just downstream of Old Dalton Road and mature hemlock
forest near Route 8. Trash is minimal. There is a slight problem of runoff near and from the
Route 8 Bridge. There is a pedestrian bridge over the river just downstream of the Old Dalton
Road bridge. This entire section has an established riverside footpath called The Old Mill Trail.
The second section (1.2 miles long), from the first to second Route 8 bridge (south of the
middle school) has a wider channel with large boulders. The stream runs nearly parallel to
Route 8 and in several places the bank is eroded from runoff. The remains of the old penstock
that once carried water downstream from an impoundment above a dam to the former
Plunkett Mill can be seen along much of this section.
HVA East Branch Assessment Report | 11
Section E: Old Dalton Road (Hinsdale) to Route 8 Bridge,
near Nessacus Middle School (Dalton) …continued
Natural Resources and Assets
Problems Priority Actions
Old Mill Trail
Good terrestrial and aquatic habitat throughout the entire section
Historic remains of the old dam and foundations for the Plunkett Brothers Mill
Historic Renfrew Mill site which is now the Old Stone
Condominiums
There is some stream blockage around old pylons near the Route 8 bridge
Trash down the embankment from the pull off on Route 8
Invasive vegetation evident
Poor shading where electrical lines cross river on Old Mill Trail
Investigate possibilities of clearing blockage at penstock pylons
Clean up trash below Route 8 pull out
Assist with maintenance of Old Mill Trail
Work with power company to improve shade/buffer
Long term project will be to extend the Old Mill Trail to Wahconah Regional High School
Develop invasive plant management plan
Section F: Route 8 Bridge (Dalton) to Orchard Street (Dalton)
Surveyors: Cheryl and Henry Rose
Distance: 1.1 miles Elevation: 1,176 feet to 1,135 feet Significant Tributaries: Cleveland Brook Access Points: Old Windsor Road, Orchard Street
(unofficial, permission required) Ecologically Sensitive Areas: none identified
Section Overview
From the Route 8 Bridge the river flows northeast along a low contour before turning
north, passing to the west of Wahconah Regional High School, and reaching Old Windsor Road
at 0.4 miles. The stream then passes through the Wahconah Country Club and reaches
Cleveland Brook at 0.6 miles. (Cleveland Brook flows generally northwest for 1.9 miles rising
from the dam at Cleveland Brook Reservoir in Hinsdale to meet the East Branch just east of
HVA East Branch Assessment Report | 12
Dalton Center. The brook drops from 1,436 feet to 1,145 feet over its course or 153 feet/mile.
The brook was not included in the Stream Team Survey.) Here the East Branch changes
direction turning from northeast to northwest then west, reaching Orchard Street at 1.1 miles
at the eastern edge of a residential area of Dalton.
Section Condition
This stretch of river is slow moving, clear, shallow water. The banks have lawns and
open fields on river left and a very narrow buffer on river right on Wahconah High School
property. Downstream of Old Windsor Road through to Orchard Street, including the golf
course of the Wahconah Country Club, the river flows through a mix of maintained fairways and
vegetated woods. The woods shade about 30 percent of the waterway, with many blow downs
across the river. The water is clear throughout and supports many species of fish and as such,
fishing is a popular along this section. Evidence of beaver is also prevalent in this area.
The river banks have been bermed at end of this section with boulders covering the
banks. Some riverside homes have mowed down to the river.
Natural Resources and Assets
Problems Priority Actions
Abundant wildlife including fish, herons, and osprey
Informal fishing trails along river
Garbage found along river bank
Runoff from Rte 8
No official river access in this area
Clean up trash
Investigate stormwater runoff controls off Rte 8
Investigate need for developing a river access
HVA East Branch Assessment Report | 13
Section G: Orchard Street (Dalton) to Center Pond Dam (Dalton)
Surveyors: Cheryl and Henry Rose
Distance: 0.9 miles Elevation: 1,135 feet to 1,124 feet Significant Tributaries: Wahconah Falls Brook Access Points: American Legion Field
(unofficial, permission required) Ecologically Sensitive Areas: none identified
Section Overview
From Orchard Street the river flows west about 0.4 miles to northern end of Center
Pond and the confluence of Wahconah Falls Brook enters on the right. Center Pond is an
impoundment measuring about 0.15 miles by 0.25 miles with a few low islands at the
northeastern end. Following the channel along the eastern shore, the Route 8 Bridge is reached
in about 0.85 miles. The Appalachian National Scenic Trail (AT) crosses the river on the Route 8
Bridge, which is just upstream of the dam.
Section Condition
The dam at Center Pond creates an impoundment that ponds the river for the latter half
of this section. The current is slow and the pond is navigable for boaters. The water is clear and
the pond bottom is silted. Much of this silt originates from the Windsor Reservoir. When water
and silt is released from this reservoir, the silt is deposited in Wahconah Falls Brook and Center
Pond. Wildlife is present including waterfowl, fish and mammals such as beavers. Patches of
marshy areas are common with some invasion by Phragmites. Some lawns are maintained right
to the edge of the riverbank and scattered trash was occasionally found. Stormwater runoff
from streets was noted in multiple locations.
Natural Resources and Assets
Problems Priority Actions
Center Pond and its associated wetlands
Stormwater runoff from streets
Lawns maintained to water’s edge
Lack of official river access
Siltation problem from Windsor Reservoir
Investigate possibility of creating an access area at Center Pond.
Investigate stormwater runoff issues at road crossings.
Investigate possible siltation issues from Windsor Reservoir
HVA East Branch Assessment Report | 14
Section H: Center Pond Dam (Dalton) to West Housatonic St Bridge (Dalton)
Surveyors: Mike Darroch
Distance: 0.8 miles Elevation: 1,124 feet to 1,066 feet Significant Tributaries: Walker Brook (piped underground through town) Access Points: Fishing access below West Housatonic St., River
Run Apartments have private access Ecologically Sensitive Areas: none identified
Section Overview
From the dam at Center Pond the river flows south for a short distance before gradually
swinging west. Crane and Company, river right, installed a micro-hydro turbine in their mil
below the dam in 20010. Depot Street which has many industrial buildings, and the
Appalachian Trail which is on Depot Street, are on river left and follow the river in this section
near Rt. 8. Day Mountain (1,791 feet) stands about 0.75 miles to the southeast and looms
some 700 feet over the river. Past the mills the river turns to the right. At 0.7 miles Walker
Brook enters right. Municipal sewer lines goes over the river just upstream from Walker Brook.
The river reaches Housatonic Street at 0.8 miles and just upstream of the old Berkshire Mill
Dam site (first dedicated dam breach in Massachusetts, 2000).
Section Condition
Downstream of the Center Pond Dam (aka Weston Dam) the river current is quick and
the water clear for the length with many stones ~ 12” in diameter in river. Vegetation covers
the river bank on the left while on the right bank is a retaining rock wall below the Weston Mill.
At the old dam raceway, an approximately 18” diameter pipe was observed which outfalls into
the river.
There are many riffles and pools with depths averaging approximately two feet. River
banks are steep and vegetated with some erosion along river’s edge. This makes the river very
inaccessible. Just upstream from Walker Brook, and near the railroad tracks, large pile of leaves
seem to have been dumped between the railroad and the river. Trash and other debris appear
to be thrown over bank towards the river. There is industrial debris about 130 yards upstream
from the West Housatonic Street Bridge as well as an old bicycle. Invasive species such as
oriental bittersweet and Japanese knotweed are scattered throughout. Birds were numerous
and varied.
HVA East Branch Assessment Report | 15
Section H: Center Pond Dam (Dalton) to West Housatonic St Bridge
(Dalton)…continued
Several Department of Environmental Protection monitoring well heads are located
between the General Dynamics building and the river on river right. These are present to
monitor the effects of an underground fuel tank that leaked and was subsequently remediated.
Natural Resources and Assets
Problems Priority Actions
Scenic, white water area Runoff from paved areas
Pipes near former property of General Dynamics
Trash and debris near Housatonic Street.
Apparent leaf dumping
Invasive plants
Remove trash
Mitigate runoff
Investigate pipes
Investigate leaf dumping (River Run apartments?)
Map invasive plants and develop management plan
Section I: West Housatonic Street Bridge (Dalton) to South Street (Dalton)
Surveyors: Mike Darroch
Distance: 0.9 miles Elevation: 1,066 feet to 1,028 feet Significant Tributaries: none Access Points: Fishing access below West Housatonic St. Ecologically Sensitive Areas: none identified
Section Overview
Immediately downstream of the West Housatonic Street Bridge the south-flowing river
turns west and at 0.3 miles the flow slows as the stream enters the narrow impoundment
formed by a mill following the contour of the foot of Day Mountain. The river banks are
vegetated and the channel has numerous riffles and pools which is followed by a slower more
impounded area. Extensive wetlands are on river left. The stream now makes a wide loop as
the flood plain widens and reaches South Street at 0.9 miles.
HVA East Branch Assessment Report | 16
Section I: West Housatonic Street Bridge (Dalton) to South Street (Dalton)…continued
Section Condition
The Berkshire Mill dam was removed in September of 2000, and has the distinction of
being the first dam in Massachusetts to be purposefully removed. Since this dam was removed,
the flow along this section is quick flowing. However the river current slows due to the
influence of two additional downstream mill dams. A fisherman’s trail leading down to the
river is on river left. Scattered trash, especially cans and bottles, is common along the shoreline.
The water quality is likely degraded due to stormwater runoff due to the urban and
industrial nature of this section. Several outfalls were observed including a large ( 30” pipe) at
a road bridge. Foam and brownish, soap-smelling water was observed downstream of the
Crane Mill.
Invasive plants including Japanese knotweed and Phragmites occur at various locations.
In addition to the miscellaneous cans and bottles, several old tires were noted near the Pioneer
Dam.
Natural Resources and Assets
Problems Priority Actions
Cold water habitat improvement following dam removal
Miscellaneous trash including tires observed
Pipes entering river
Invasive vegetation present
Foam, soap-smelling water past Crane & Co
Investigate water quality impact due to outfalls; mitigate stormwater runoff where possible
Investigate and resolve source of trash
Conduct river cleanup
Map invasive plants and develop management plan
Investigate water quality past Crane Mill
HVA East Branch Assessment Report | 17
Section J: South Street (Dalton) to Hubbard Avenue (Pittsfield) Surveyors: Dennis and Chris Regan
Distance: 0.75 miles Elevation: 1,028 feet to 1,017 feet Significant Tributaries: none Access Points: downstream of Hubbard Ave Ecologically Sensitive Areas: none identified
Section Overview
From the South Street Bridge the river flows in a winding course about 0.25 miles to an
impoundment created by a mill dam downstream. The stream crosses the Dalton-Pittsfield
town line at 0.3 miles before passing between routes 8 and 9 on the right (north) and a waste
water treatment plant on the left (south) bank. The stream makes a sharp turn from west to
south just north of a grouping of industrial waste ponds, and then reaches Government Mill
Dam at 0.75 miles. A USGS flow gage is located on the downstream, river right side of the South
Street Bridge.
Section Condition
This 0.75 mile section is marked by thick well-developed buffer areas of trees and
shrubs and vines along the river bank. There is a steep bank and busy highway (Routes 8 and 9)
on the right side (north), while the left (south) bank is wetland. The Government Mill Dam
influences the river for the last 0.5 miles of this section, slowing the flow and creating increased
depth and width. Crane and Company waste water treatment plant and unused settling ponds
are downstream of the Government Mill. Electrical lines crisscross the river and, in a couple of
places, a pipe crosses the river above river level. Several outfall pipes were observed. Scattered,
miscellaneous trash along the banks was noted. Despite the urban nature of this section, signs
of wildlife including birds and beavers have been seen.
Natural Resources and Assets
Problems Priority Actions
Healthy looking wetlands, abundant wildlife
Vegetated river banks
Garbage along banks
Runoff from Routes 8 & 9
Corrugated pipe (unknown source) located about 0.5 miles downstream of South Street
Conduct a river cleanup
Investigate impact of runoff and possible solutions
Investigate pipe
HVA East Branch Assessment Report | 18
IV. East Branch Section Maps (use with feature data table)
The following are feature descriptions used in the section maps and feature data table
Access Includes locations that can be used to access the river; road bridges, pedestrian trails and car-top boat accesses (both recognized and ones that have seen traditional use). Unless stated as such, HVA does not intend to construe that all of these locations are acceptable canoe/kayak put-in sites
Confluence Marks the location of a tributary entering the Housatonic River
Historic Denotes an identified feature that has historical significance
Impediment Includes any physical structure, man-made or natural, which creates a partial or full blockage of the river channel; manmade dams, beaver dams, fallen trees, and mid-channel bridge abutments
Invasives Includes plants considered invasive in Massachusetts; Japanese knotweed, common reed, purple loosestrife as well as aquatic invasive plant and animal species; zebra mussels and “didymo”
Land Impact Significant land use that may impact the river’s health: For example, gravel pit operations, scrap yard businesses and monitoring wells
Pipe Includes all pipes seen entering the river. Predominantly storm drain outfalls but water extraction pipes are included
Stream Impact Any activity or structure that is likely to be impacting the water quality. This includes structures that are channeling the river, such as riprap and retaining walls; lack of vegetation along the river banks and bank erosion
Trash While miscellaneous small amounts of trash were noted in many locations, this feature is used to indicate a dumpsite or heavily trashed area that requires more immediate attention
Wetland Impact Any impact to a wetland in the riparian buffer
Wildlife Denotes any area that has particular wildlife significance
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V. East Branch Feature Data Table
Section A: Muddy Pond to Bullards Crossing
CODE GPS COORDINATES FEATURE NOTES
A01 42.386494 -73.113322 Access Unofficial, Muddy Pond; private railroad property. (Begins Section A)
A02 42.383833 -73.109306 Impediment Beaver Dam
A03 42.387719 -73.106072 Impediment Beaver Dam
A04 42.389381 -73.105425 Impediment Beaver Dam
A05 42.393006 -73.104453 Impediment Beaver Dam
A06 42.395592 -73.105817 Impediment Beaver Dam
A07 42.39698 -73.10804 Stream Impact
Culvert Under Bullard’s Crossing Rd. Partial blockage from Beavers. Surveyed 2011 (xy4239698073108040)
A08 42.3971 -73.108011 Access Unofficial boat access Bullard’s Crossing Rd. Dirt road not maintained by town, condition poor
Section B: Bullards Crossing to Route 8 Bridge
CODE GPS COORDINATES FEATURE NOTES
B01 42.402931 -73.112869 Stream Impact River left: Railroad abuts river resulting in poor vegetative buffer.
B02 42.406872 -73.112861 Trash River left: Miscellaneous trash including bottles, cans and other light trash collects along railroad/river bank.
B03 42.421372 -73.112953 Impediment Multiple beaver dams along this section.
B04 42.413973 -73.113046 Stream Impact River left: Confluence with Cady Brook
B05 42.417083 -73.110144 Stream Impact River right: Confluence with Bennett Brook
Section C: Route 8 Bridge to Maple Street Bridge
CODE GPS COORDINATES FEATURE NOTES
C01 42.426331 -73.112194 Access Rte 8 bridge, North Washington Road. Emergency access only. (Begins Section C)
C02 42.428903 -73.114008 Impediment Beaver dam; This and several additional beaver dams are encountered along this section
C03 42.435158 -73.122889 Pipe River left: culvert under railroad tracks - drains wet area
C04 42.436472 -73.124261 Stream Impact River left: Gravel dumped in river to support RR tracks
C05 42.43764 -73.12418 Access River left: Unofficial boat access located on private property, Ozzie's Restaurant. Request permission
C06 42.437892 -73.124589 Invasives River left: Japanese knotweed
HVA East Branch Assessment Report | 30
CODE GPS COORDINATES FEATURE NOTES
D01 42.438289 -73.124819 Access Maple Street road bridge, possible access
D02 42.438367 -73.124909 Pipe 7 additional pipes nearby
D03 42.438512 -73.124916 Stream Impact Drainage ditch
D04 42.438635 -73.124938 Stream Impact Drainage ditch
D05 42.438824 -73.124948 Pipe Pipe
D06 42.438973 -73.124886 Impediment Small rock dam
D07 42.439255 -73.125132 Pipe 6 additional pipes
D08 42.439305 -73.126091 Access Main Street road bridge, possible access
D09 42.43948 -73.12691 Stream Impact Partial dam breach has caused stream to scour through decades of silt and trash.
D10 42.43953 -73.127812 Stream Impact Partial wooden dam breach, old C.J. Kitteridge & Sons mill
D11 42.43954 -73.12774 Trash Remaining frame of dam traps debris.
D12 42.439926 -73.1285 Stream Impact Drainage ditch
D13 42.440256 -73.128692 Stream Impact River left: Box culvert under RR tracks. May not have been surveyed.
D14 42.44099 -73.12867 Invasives Invasive Japanese knotweed on roadside bank
D15 42.441228 -73.128903 Stream Impact Old rock wall
D16 42.44159 -73.12907 Stream Impact Retaining wall
D17 42.441884 -73.129589 Pipe pipe
D18 42.442003 -73.129692 Stream Impact Rock Wall
D19 42.442001 -73.12975 Stream Impact Rock Wall
D20 42.44214 -73.12984 Stream Impact Retaining wall
D21 42.442174 -73.129814 Pipe Pipe
D22 42.442293 -73.129805 Stream Impact Evidence of sewage near house with red deck
D23 42.442383 -73.129836 Stream Impact River left: Box culvert under RR tracks; Surveyed in 2011 (xy4244421773130771)
D24 42.442439 -73.129736 Stream Impact Gasoline sheen
D25 42.44255 -73.129729 Stream Impact Rock wall supporting RR tracks
D26 42.4426 -73.1297 Trash River left: Heavy trash; Verge Road river bank
D27 42.442685 -73.129582 Pipe Pipe
D28 42.44283 -73.12957 Stream Impact Retaining wall
D29 42.443222 -73.129361 Historic Rock wall passageway under Rt. 8. Possibly an old livestock roadway crossing
D30 42.443322 -73.129341 Stream Impact Drainage ditch under Route 8 with riprap
D31 42.443619 -73.129401 Pipe Pipe
D32 42.44374 -73.129321 Access Rte 8 road bridge, possible access
D33 42.443948 -73.129208 Historic Rock foundation, from an old mill
D34 42.44505 -73.12854 Invasives Japanese knotweed
Section D: Maple Street Bridge to Old Dalton Road Bridge
HVA East Branch Assessment Report | 31
CODE GPS COORDINATES FEATURE NOTES
D35 42.445078 -73.128522 Stream Impact Retaining wall, a few autos parked
D36 42.445313 -73.128282 Trash Junked cars; new and old
D37 42.445901 -73.127581 Stream Impact Old dam remains
D38 42.44609 -73.127667 Stream Impact Gasoline sheen
D39 42.44611 -73.12768 Stream Impact sand and gravel deposit, bank erosion
D40 42.446682 -73.128418 Pipe Pipe
D41 42.446602 -73.128577 Trash Miscellaneous trash along river banks
D42 42.446656 -73.128726 Stream Impact Drainage ditch
D43 42.44677 -73.12801 Stream Impact Unnamed stream enters at large pool with retaining wall behind maintenance garage
D44 42.446897 -73.129463 Stream Impact Orange muck in river
D45 42.447224 -73.130077 Stream Impact Culvert under Route 8 across lawn
D46 42.447303 -73.130095 Stream Impact Gasoline sheen
D47 42.447466 -73.130419 Pipe Storm drain outfall at Old Dalton Road bridge
Section E: Old Dalton Road Bridge to Route 8 Bridge
CODE GPS COORDINATES FEATURE NOTES
E01 42.447559 -73.130385 Access Old Dalton Road bridge, fishermen access
E02 42.447602 -73.130546 Pipe River left: 1ft pipe, storm drain outfall
E03 42.447549 -73.130407 Access Old Mill Trail trailhead; pedestrian trail access
E04 42.447774 -73.130597 Stream Impact Stream Impact
E05 42.449337 -73.131118 Access Old Mill Trail Pedestrian bridge, installed 2010
E06 42.449781 -73.130704 Stream Impact River left: Drainage brook from under RR tracks
E07 42.450738 -73.129197 Impediment Breached dam from old Renfrew Mill operation
E08 42.451645 -73.128426 Historic Old mill foundations from Plunkett Brothers Mill
E09 42.456235 -73.129059 Stream Impact Ditch runoff
E10 42.457098 -73.12985 Invasives Invasive Japanese knotweed (occurs all along this section)
E11 42.457367 -73.130198 Access Rte 8 bridge (trash collects) The Old Mill Trail crosses Rte 8 E12 42.457322 -73.130372 Stream Impact River left: asphalt stormwater runoff
E13 42.458463 -73.130871 Stream Impact Electrical lines cross the river.
E14 42.457333 -73.129773 Trash Tire
E15 42.458494 -73.130906 Stream Impact Drainage
E16 42.459861 -73.131855 Stream Impact Stormwater runoff
E17 42.461439 -73.133274 Stream Impact Stormwater runoff
E18 42.462691 -73.136561 Pipe River right: 2ft cement pipe, probable storm drain outfall
E19 42.462841 -73.137486 Impediment River left: 1/3 of river blocked at pylons for old steam pipes; accumulation of natural debris
E20 42.464237 -73.138122 Pipe River right: 4ft culvert; storm drain outfall from Rte 8
Section D: Maple Street Bridge to Old Dalton Road Bridge…continued
HVA East Branch Assessment Report | 32
Section F: Route 8 Bridge to Orchard Street
CODE GPS COORDINATES FEATURE NOTES
F01 42.468009 -73.142529 Access Rte 8 Road bridge, Dalton, possible access
F02 42.46824 -73.14239 Impediment Tree across river blocks channel; trash including bike
F03 42.468203 -73.142581 Pipe River left: storm drain outfall (from Rte 8)
F04 42.468302 -73.142543 Impediment Foundation from old Mill
F05 42.473139 -73.141305 Access River left: Unofficial fisherman's trail, possible access
F06 42.473714 -73.141201 Access Old Windsor Road bridge, possible access
F07 42.473950° -73.141368 Stream Impact River left: Wahconah Country Club water pipe (water extraction?)
F08 42.474933 -73.141145 Stream Impact River left and right; lack of riparian buffer; ( 400ft)
F09 42.475496 -73.140727 Access Wahconah Country Club pedestrian bridge
F10 42.47621 7313962 Stream Impact River right and left: Bank erosion
F11 42.476786 -73.139611 Stream Impact River right; lack of riparian buffer ( 200ft)
F12 42.477279 -73.139991 Access Wahconah Country Club pedestrian bridge
F13 42.47783 -73.14065 Stream Impact River left: bank erosion River right: Sandbars; gravel embankment where golf course mowed to edge
F14 42.477624 -73.142897 Stream Impact River left and right; lack of riparian buffer; ( 150ft)
F15 42.47803 -73.142985 Access Wahconah Country Club pedestrian bridge
F16 42.47728 -73.14439 Stream Impact River right: Residential property, lawn to edge; recent construction - silt fencing
Section G: Orchard Street to Center Pond Dam
CODE GPS COORDINATES FEATURE NOTES
G01 42.477249 -73.144948 Access Orchard Street bridge, possible access
G02 42.476928 -73.148151 Stream Impact River left: 5ft eroding banks; grass to edge
G03 42.477171 -73.145709 Trash Miscellaneous trash
G04 42.477051 -73.146137 Invasives Phragmites australis
G05 42.476894 -73.148075 Trash Miscellaneous trash
G06 42.47689 -73.14695 Impediment Large log jam (30ft x 15ft)
G07 42.4774 -73.14857 Confluence River right: Unnamed tributary confluence
G08 42.476998 -73.150344 Stream Impact Fill along river from bank stabilization project
G09 42.47689 -73.14941 Impediment Beaver dam - logjam - can barely pass
G11 42.47758 -73.15208 Confluence River right: Marshy area with brook confluence.
G12 42.477919 -73.152633 Confluence River right: Wahconah Falls Brook confluence
G14 42.4779 -73.15262 Stream Impact Road and yard runoff. Plus a waste dump
G15 42.476391 -73.154614 Pipe River right: storm drain outfall
G16 42.476686 -73.156468 Stream Impact East Branch opens into Center Pond - heavily silted
HVA East Branch Assessment Report | 33
CODE GPS COORDINATES FEATURE NOTES
G17 42.477839 -73.153111 Access American Legion – potential access site
G18 42.475577 -73.157153 Stream Impact River right: lack of riparian buffer – residential lawn
G19 42.474182 -73.156793 Access Main Street bridge; Fishing and possible access
G20 42.473987 -73.157017 Pipe River right: 1.5ft - no effluent or odor.
Section H: Center Pond Dam to West Housatonic Street
CODE GPS COORDINATES FEATURE NOTES
H01 42.473787 -73.156581 Impediment Center Pond Dam (aka Weston Dam)
H02 42.472788 -73.156886 Trash Miscellaneous trash
H03 42.471668 -73.159629 Pipe River right: Pipe
H04 42.471555 -73.160156 Land Impact River left: Monitoring wells, General Dynamic operation
H05 42.471644 -73.161013 Trash Miscellaneous trash
H06 42.47179 -73.161455 Pipe River right: pipe, end of Elm St; possible storm drain outfall.
H07 42.471746 -73.161884 Stream impact Electrical lines cross the river
H08 42.471905 -73.161925 Access River right: informal trail along river
H09 42.471349 -73.163045 Trash Miscellaneous trash
H10 42.471473 -73.165807 Impediment Pipe across stream above water level
H11 42.47191 -73.166458 Stream impact River right: bank erosion; leaf debris dumped; Walker Brook
H12 42.472084 -73.166659 Stream impact River right: leaf debris dumped behind apartment complex
H13 42.4716 -73.1679 Trash Miscellaneous trash; bicycles and industrial debris
Section I: West Housatonic Street to South Street
CODE GPS COORDINATES FEATURE NOTES
I01 42.470786 -73.168982 Access West Housatonic St road bridge
I02 42.469788 -73.170641 Trash Cans and bottles - all along stretch
I03 42.470543 -73.169256 Impediment Dam removed 2000; Chute leads to small falls and pool.
I05 42.470271 -73.172812 Pipe Pipe
I04 42.470303 -73.176087 Impediment Pioneer dam; below dam stream splits around island
I06 42.469738 -73.17626 Trash Trash and debris, barrels
I07 42.469456 -73.176713 Stream Impact River right: stormwater runoff, minimal riparian buffer
I08 42.469292 -73.176894 Pipe Pipe
I09 42.468715 -73.179332 Trash Residential garbage
I10 42.468438 -73.179549 Impediment Dam
I11 42.467881 -73.179901 Pipe Pipe
I12 42.467588 -73.181512 Trash River left: Residential garbage
Section G: Orchard Street to Center Pond Dam…continued
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Section J: South Street to Hubbard Avenue
CODE GPS COORDINATES FEATURE NOTES
J01 42.468423 -73.181993 Access South Street road bridge, possible access
J02 42.468967 -73.183567 Pipe River right: storm drain outfall
J03 42.468487 -73.184599 Stream Impact River right; industrial buildings & parking area (former
Bay State Mill). Minimal riparian buffer for 800ft; potential stormwater runoff retaining concrete wall
J04 42.469162 -73.185092 Impediment Pipe across river above water level
J05 42.469694 -73.185228 Stream Impact River right: Old sluice way
J06 42.470354 -73.188427 Impediment Abutments on both sides of river
J07 42.470429 -73.188853 Pipe Pipe (confirm size; discharge)
J08 42.470183 -73.188924 Stream Impact River left: Confluence with wastewater channel
J09 42.470149 -73.189844 Stream Impact Algae looking substance
J10 42.470377 -73.19032 Pipe River right: storm drain outfall
J11 42.469882 -73.19185 Impediment Pipe across river above water level
J12 42.469656 -73.192354 Trash Dump site
J13 42.469595 -73.192258 Historic Electrical lines cross the river multiple times
J14 42.469174 -73.19227 Stream Impact River left; confluence, algae noted
J15 42.469514 -73.195909 Stream impact River right and left, poor riparian buffer; probable stormwater runoff; probable trash
J16 42.469528 -73.196578 Access Hubbard Ave road bridge; provides informal access from Taco Bell parking area. USGS Coltsville gage
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VI. East Branch Action Plan
A. Short Term/High Priority Projects
1. Investigate car parts on river bank. (Section A)
2. Investigate petroleum odor. (Section C)
3. Investigate Corrugated pipe (unknown source) located about 0.5 miles
downstream of South Street. (Section J)
4. Conduct a river cleanup. (Sections C, D, E, G, & J)
5. Discuss with landowners the potential for a riparian buffer program for property
owners. (Section C & F)
6. Discuss with Massachusetts Fish and Game Department the algae/sediment
concern. (Section A)
B. Long-Term/Ongoing Projects
1. Continue to develop appropriate river access: both for paddling, fishing and
riverside trails. (Sections A, B & F)
2. Partner with local organizations to increase awareness of invasive species and
investigate opportunities for removal and development of an Invasive Species
Management Plan. (All Sections)
3. Investigate possibility of roadway runoff management. (Sections B,E & J)
4. Monitor gravel placement in river at railroad tracks. (Section B)
5. Monitor Wahconah Falls Brook for further sediment release from Windsor
Reservoir. (Section F)
6. Investigate possibility of developing a riparian vegetative buffer program. (All
Sections)
7. Continue on-going water quality monitoring program. (All Sections)
8. Partner with Power Company to improve shade and riparian buffer at electrical
line crossing. (Section E)
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VII. Progress Updates Since the 2000 Stream Team Report
(Original report was created in 2000, and a review of project progress report was written
in 2004)
The 2000 project and report was made possible by grants from:
The Massachusetts Executive Office of Environmental Affairs Patagonia, Inc. Sweet Water Trust William P. Wharton Trust and from membership contributions
The original Stream Team Members were:
Vivian and Peter Mason , Bill Cawley, Chris Regan, Ed and Mary Jo Barrett, Dick and Margi Roussin, Paul Knauth, Tom O’Brien, Stan Tiska, Debbie White and her 6th Grade class, Shaun Kelly, Allie LeRoy, Jim Manning, John Olander, Margery Turner, Dicken Crane, Bill Bowers, Mike Darroch, Denis Guyer, Sam Smith, Shep Evans, Tom Doyle, Cas Makowski, Nicole Adams, Holly Adams.
Sponsors
HVA: Dennis Regan, Regional Director, Carolyn Sibner, Water Quality Coordinator, Shep Evans, Project Coordinator, Carrie Swail, Intern.
Advisors
Mass Riverways Program: Joan Channing Kimball, Adopt-a-Stream Program Coordinator
Project Recommendations (2000) and Progress Updates:
A. Cleanup Task Force
1. Plan a town-wide river cleanup focusing on participation of as many groups and organizations as possible.
2. Plan the cleanup so necessary equipment will be on hand to remove heavy debris.
3. Collect and transport collected debris to proper disposal location with assistance from DPW
4. Publicize the cleanup efforts before, during and after it is done.
5. Explore creating civic awards for actions taken to preserve and protect the river in area towns. Become knowledgeable regarding state river protection laws and discern how they are enforced by each town’s Conservation Commission.
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2014 Update: Several river cleanups have occurred including the white goods
collection at Bullards Crossing, the bridge in central Hinsdale, along the parking
areas at Jericho Woods, and upstream of the Old Berkshire Mill Dam. The cleanup
projects were accomplished in partnership with local municipalities and community
groups. Problem areas, such as the disposal of white goods at Bullards Crossing,
have been eliminated. Overall, less garbage is being thrown into the East Branch
and river cleanups are needed more infrequently. Where the river is close to Route 8
trash accumulates and needs more frequent attention.
B. Erosion and Runoff
1. Identify, categorize, and prioritize the sites affected by erosion. Note cause where possible and remedial actions.
2. Begin dialogue with property owners, agri-business, and other businesses such as golf courses, concerning implementation of Best Management Practices.
2014 Update: A Vegetative Buffer Education Program was initiated in 2003 that
informs and instructs the public as to the benefits of installing and maintaining
riparian buffer zones. The program needs to be resurrected in a format that can be a
sustainable program. Two vegetative buffer areas were planted one just upstream
of the Old Dalton Road Bridge and the other south of the bridge. Unfortunately the
one upstream was damaged in a severe flood just after planting and many of the
plants were removed vandals. The plantings downstream of the bridge at the Old
Mill Trail trailhead are mostly thriving.
C. Dams
1. Actively participate as a partner with and support the efforts of Crane & Company with the removal of the Berkshire Mill Dam and other dams as they are identified.
2014 Update: Crane & Company’s Berkshire Dam was removed in 2001. HVA
assisted in this effort. Working with Massachusetts Riverways (MA DER), HVA
inventoried and conducted an initial investigation on a series of dams on the East
Branch that may be a candidate for removal. The old C.J. Kittredge & Sons Mill dam
in downtown Hinsdale blew out in 2008. A recommendation by the selectman was
made to repair the dam. HVA and several local residents persuaded the town to
leave the dam breached.
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D. Access & Greenways
1. Identify locations and opportunities to improve public river access.
2. Pursue the possibility of developing a greenway in cooperation with Crane & Company along the river near the Hinsdale and Dalton town lines.
2014 Update: We’ve identified several potential locations for river access, two are located on MA Fish and Wildlife property and are being presently used. Another potential site is located in downtown Hinsdale on privately owned. This site can be used with landowner permission.
HVA constructed The Old Mill Trail, a 1.5 mile public riverside trail that connects the communities of Dalton and Hinsdale from Old Dalton Road in Hinsdale downstream to near the Old Stone Condominium.
E. Education
1. Raise the public's awareness of the river and its importance to the area’s quality of life through programs and events.
2. Support and participate in annual student conferences.
3. Develop a storm drain stenciling program for schools.
2014 Update: We have been an active partner in various student events such as the annual STEM Fair at Berkshire Community College and the annual Berkshire Environmental Education Conference, as well as other events that highlight student participation.
HVA developed a Storm Drain Awareness program in 2001 that utilizes a power point presentation, an interactive watershed model, and storm drain decals for attaching to roadside storm drains. ‘Teaching Bins” which contain all of the materials and information needed to teach these lessons are available for teachers to borrow at no charge. HVA has presented various watershed programs in the local schools for several years.
F. Water Quality Monitoring
1. Design a water quality monitoring program with input from field experts.
2. Monitor pipes to determine which ones are actively discharging, and what are the sources. Consider using a GPS to determine the locations.
3. Compile maps of the storm drains, with the help of town maps if they exist.
4. Investigate town maintenance practices regarding catch basins. Encourage Best Management Practices (BMPs) per stormwater policy.
5. Review fertilizer and herbicide practices at the golf courses along the stream.
HVA East Branch Assessment Report | 39
6. Investigate sedimentation sources upstream from Center Pond and develop response alternatives.
2014 Update: From 2001 to 2007, HVA operated a volunteer chemical water quality monitoring program with an approved Quality Assurance Project Plan (QAPP). Eventually, 30 river sites were included in this monitoring program. Unfortunately, due to a lack of funding, the project ended. HVA collected valuable river data, including 5 sites where raw sewage was flowing out of storm drains directly into the river. These sites were reported to the appropriate municipality. All sites were remediated. We specifically monitored for any impact from the Wahconah Country Club to the river. Due to the comprehensive integrated pest and fertilizer management program implemented by the golf course managers, little impact was observed.
In 2013 and 2014, HVA operated a volunteer biological water quality monitoring program with an approved QAPP. With much volunteer assistance, HVA monitored 17 sites in both tributaries and on the main stem.
In partnership with the Berkshire Regional Planning Commission (BRPC), HVA assessed the impact of storm drains into the East Branch and Center Pond. Recommendations for remediation Best Management Practices were distributed to the municipality.
HVA expects to complete the work of mapping storm drain outfall locations.
VIII. Appendix A: Data Collection Survey Form
The following multi-page Shoreline Survey form is the guideline for the stream team
members recorded their river observations. These notations, along with locations identified on
the field reference maps and photographs taken by stream team members, for the permanent
record of each shoreline survey and are on file at the Berkshire office of the Housatonic Valley
Association. The majority of the shoreline survey data has been converted into a data layer by
HVA staff and is available upon request.
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