The Lake Champlain Nonpoint Source Pollution Subwatershed Assessment and Management Plan was completed in 2018 and has since been used by the LCLGRPB, members of CWICNY, and individual municipalities to apply and receive funding for effective water quality projects throughout the Lake Champlain Basin. To further assist in advancing targeted phosphorus reduction projects, the LCLGRPB has created an online resource for local and regional resource managers.
With funding from the Lake Champlain Basin Program, the LCLGRPB calculated the pollutant load reductions for over 150 non-agricultural, non-point source projects identified in the 2018 Plan, using the NYS DEC Pollutant Load Reduction Calculator.
The Phosphorus Reduction Mapper provides the reductions in pounds per acre per year for the three major pollution contaminates that impact waterbodies:
Every project's reduction has been determined using the best potential management practice.
To use the mapper, click the image below
City of Plattsburgh, Clinton Co.
Stabilize eroding streambank at Sailor's Beach
44o 43'00.60"N, 73o 26'32.78"W
Erosion/ Stormwater
Streambank Stabilization
100
7.5
7
24800
Town of Plattsburgh, Clinton Co.
Shoreline stabilization along Lake Champlain and abandoned jetties
44o 40'12.50"N, 73o 26'31.86"W
Erosion
Streambank Stabilization
330.22
24.77
23.12
81894.56
Town of Plattsburgh, Clinton Co.
Cumberland Head roadway ditching and outfall assessment
44o 43'12.98"N, 73o 23'00.16"W
Erosion/ Stormwater
Infiltration Trench
4.21
14.78
2.18
1207.85
City of Plattsburgh, Clinton Co.
Stormwater reduction/ GI infiltration work at the US Oval municipal parking lot and roadway.
44o 41'07.89"N, 73o 26'47.88"W
Stormwater
Bioretenion/Raingarden
5.01
17.3
4.6
1669.83
Town of Plattsburgh, Clinton Co.
Route 3 corridor impervious surface reduction and stormwater retrofits - curb cuts with swales
44o 41'47.47"N, 73o 29'21.98"W
Stormwater
Vegetated Swale
0.14
0.22
0.04
23.68
City of Plattsburgh, Clinton Co.
Implementation of Green Infrastructure Plan- rain gardens and small bioretention areas in Park Ave West Municipal Park (Peter S. Blumette Park), installation of rain gardens in Cornelia Street ROW
44o 69'18.53"N, 73o 47'99.43"W
Stormwater
Bioretenion/Raingarden
33.97
117.28
31.18
11322.2
Town of Beekmantown, Clinton Co.
Reduce roadside erosion and stabilize ditch
44o 46'22.35"N, 73o 24'28.31"W
Erosion
Ditch/Channel Stabilization
213
15.98
14.91
52824
Town of Champlain, Clinton Co.
Implement streambank restoration program on Great Chazy
44o 99'56.84"N, 73o 47'61.27"W
Erosion
Streambank Stabilization
672
50.4
47.04
166656
Village of Champlain, Clinton Co.
Implement residential stormwater reduction program
44o 55'55.41"N, 73o 23'05.67"W
Stormwater
Stormwater Runoff Reduction Controls
151.93
839.26
123.97
73655.66
City of Plattsburgh, Clinton Co.
Implement residential green infrastructure program - 10 rain gardens, 10 cisterns, 0.5 acres of porous pavement
City Wide
Stormwater
Bioretenion/Raingarden
1337.61
2999.59
794.54
285445.97
Town of Plattsburgh, Clinton Co.
Stormwater drainage study for water quality impacts - Tom Mill Rd./ Newell Ave subwatershed
44o 42'02.91"N, 73o 30'13.61"W
Stormwater
Bioretenion/Raingarden
1337.61
2999.59
794.54
285445.97
Town of Chesterfield, Essex Co.
Culvert retrofit and grade control structure lacement to address undercutting in Port Douglas
44o 29'04.56"N, 73o 25'05.34"W
Erosion
Road Stabilization
51
0
0
12362.4
Town of Chesterfield, Essex Co.
Installation of stormwater management controls at DEC Boat Launch parking lot
44o 29'04.67"N, 73o 25'02.23"W
Stormwater
Stormwater Runoff Reduction Controls
51
281.72
41.62
24724.8
Town of Chesterfield, Essex Co.
Implementation of grey and green stormwater reduction projects in the Hamlet of Port Kent - specifics
44o 31'38.63"N, 73o 24'31.69"W
Stormwater
Stormwater Runoff Reduction Controls
44.87
247.86
36.61
21752.98
Town of Essex, Essex Co.
Restabilization of Lakeshore Road by either road relocation or lakeshore stabilization
44o 18'03.72"N, 73o 20'58.06"W
Erosion/ Stormwater
Ditch/Channel Stabilization
2640
198
184.8
654720
Town of Essex, Essex Co.
Wastewater Sewer line extension throughout the hamlet
44o 24'40.64"N, 73o 22'51.02"W
Wastewater
Septic Connection
130
868.4
191.1
0
Town of Willsboro, Essex Co.
Installation of green and gray stormwater infrastructure at Buena Vista Mobile Estates
44o 24'40.64"N, 73o 22'51.02"W
Stormwater
Bioretenion/Raingarden
24.34
25.13
6.68
4042.87
Willsboro
Willsboro Point Sanitary Sewer Assessment
44°24′31″N 73°22′38″W
Wastewater
Septic Connection
625
4175
918.75
0
Town of Ticonderoga, Essex Co.
Implementation of Tin Pan Alley assessment
43o 50'02.90"N, 73o 25'37.04"W
Stormwater
Bioretenion/Raingarden
5.8
20.02
5.32
1933.14
Town of Ticonderoga, Essex Co.
Install porous pavement at Mossy Point boat launch
43o 49'19.72"N, 73o 25'38.32"W
Stormwater
Permeable Pavement w/Sand, Veg. - C/D soils, underdrain
6.34
17.51
2.59
2113.12
Town of Ticonderoga, Essex Co.
Installation of green infrastructure practices for stormwater retention on Outlet Drive
43o 49'45.20"N, 73o 25'41.92"W
Stormwater
Bioretenion/Raingarden
0.14
0.48
0.13
46.66
Town of Ticonderoga, Essex Co.
Stabilization of 100 feet of shoreline on Black Point Road
43o 48'51.48"N, 73o 25'36.70"W
Erosion/ Stormwater
Ditch/Channel Stabilization
100
7.5
7
24800
Town of Crown Point, Essex Co.
Installation of green infrastructure practices to intercept stormwater around Monitor Bay
43o 56'54.14"N, 73o 24'59.04"W
Stormwater
Bioretenion/Raingarden
10.96
37.84
10.06
3652.97
Town of Crown Point, Essex Co.
Stormwater system improvements in the Hamlet of Crown Point
Various
Stormwater
Stormwater Runoff Reduction Controls
38.07
210.3
31.07
18456.34
Town of Moriah, Essex Co.
Install catch basin and remove debris around railroad bridge
44o 02'18.31"N, 73o 27'41.25"W
Erosion/ Stormwater
Dry Ponds
66.34
183.23
27.07
24121.22
Town of Ticonderoga, Essex Co.
Installation of sediment basins and erosion control practices on Vineyard Road
43o 53'16.18"N, 73o 26'51.74"W
Stormwater
Ditch/Channel Stabilization
182
13.65
12.74
45136
Town of Westport, Essex Co.
Removal of sediment delta at the mouth of Hosington Brook
44o 11'07.81"N, 73o 25'55.70"W
Erosion
Streambank Stabilization
330.22
24.77
23.12
81894.56
Town of Westport, Essex Co.
Installation of sediment basinns and erosion control practices on McConley Road
44o 07'34.94"N, 73o 28'42.02"W
Erosion/ Stormwater
Dry Ponds
16.73
13.82
2.04
3031.48
Town of Westport, Essex Co.
Installation of sediment basins and erosion control practices on Mountain Spring Road
44o 09'42.68"N, 73o 28'09.40"W
Erosion
Dry Ponds
1.54
1.27
0.19
279.05
Town of Westport, Essex Co.
Complete a Town stormwater assessment and management plan
44o 10'55.05"N, 73o 25'58.43"W
Stormwater
Stormwater Runoff Reduction Controls
1166.65
1927.31
284.66
281862.64
Town of Westport, Essex Co.
Installation of a properly sized culvert on Stevenson Road
44o 09'19.28"N, 73o 27'03.08"W
Erosion/ Stormwater
Ditch/Channel Stabilization
135.15
10.14
9.46
33517.2
Town of Westport, Essex Co.
Implementation of stormwater control measures at County Fair Grounds
44o 11'09.02"N, 73o 26'46.50"W
Stormwater
Stormwater Runoff Reduction Controls
36.48
201.52
29.77
17685.5
All municipalitites
Implementation of a roadside eorsion reduction program
Various
Erosion
Stormwater Runoff Reduction Controls
36.48
201.52
29.77
17685.5
Town of Essex, Essex Co.
Improvements to Town DPW site for stormwater pollutant control
44o 16'52.86"N, 73o 23'50.43"W
Stormwater
Stormwater Runoff Reduction Controls
1.1
6.08
0.9
533.28
Town of Willsboro, Essex Co.
Upgrade Town stormwater system
44o 21'31.87"N, 73o 23'29.42"W
Stormwater
Stormwater Treatment Controls
793.34
1310.6
193.57
191670.94
Town of Willsboro, Essex Co.
Joe Rivers Road roadside bank stabilization project
44o 21'28.81"N, 73o 27'20.61"W
Erosion
Hydroseeding
5808
0
0
1490913.6
Town of Westport, Essex Co.
Town of Westport - Decker Road Stabilization Project
44o 22'56.87"N, 73o 44'57.26"W
Erosion
Ditch/Channel Stabilization
922
69.15
64.54
228656
Town of Westport, Essex Co.
Town of Westport - Merriam Forge Road
44o 13'43.59"N, 73o 27'15.03"W
Erosion
Ditch/Channel Stabilization
335
25.13
23.45
83080
Town of Westport, Essex Co.
Town of Westport - Eggleston Lane Stabilize with gravel and hydroseed
44o 23'43.65"N, 73o 43'62.84"W
Erosion
Ditch/Channel Stabilization
1160
87
81.2
287680
Town of Willsboro, Essex Co.
Town of Wilsboro - Joe Rivers Road Clean ditches and hydroseed
44o 35'54.35"N, 73o 42'76.27"W
Erosion
Hydroseeding
5808
0
0
2991700.8
(Former) Village of Keesville, Essex Co.
Upgrade of stormwater management system within the hamlet - 5 rain gardens, 100 LF of swales
Hamlet of Keesville
Stormwater
Bioswale
284.86
2753.74
435.84
138100.13
Town of Essex, Essex Co.
Town of Essex Cook Road Clean Culvert and Hydroseed
44o 27'73.59"N, 73o 41'19.71"W
Erosion
Hydroseeding
800
0
0
205360
Town of Essex, Essex Co.
Town of Essex Leaning Road Clean ditch and culvert, hydroseed
44o 29'39.89"N, 73o 40'74.14"W
Erosion
Hydroseeding
840
0
0
215628
Town of Queensbury, Warren Co.
Lake Sunnyside homeowner green infrastructure education and implementation program
43o 22'31.06"N, 73o 38'22.58"W
Stormwater
Bioretenion/Raingarden
33.13
34.21
9.09
5502.89
Town of Queensbury, Warren Co.
Implementation of recommendation made in Aviation Mall/Foster Ave. assessment
43o 19'33.54"N, 73o 40'19.90"W
Stormwater
Stormwater Runoff Reduction Controls
4.9
27.07
4
2375.52
Town of Queensbury, Warren Co.
Broadacres neighborhood stormwater infiltration prject
43o 18'53.99"N, 73o 40'08.78"W
Stormwater
Conversion of Impervious Surface
35.56
146.86
21.69
10739.12
City of Glens Falls, Warren Co.
Crandall Pond Outlet reconstruction
43o 19'11.56"N, 73o 39'30.74"W
Erosion
Streambank Stabilization
314.9
23.62
22.04
78095.2
City of Glens Falls, Warren Co.
Repair access road to Wilkie Reservoir
43o 20'29.40"N, 73o 43'44.80"W
Erosion
Road Stabilization
2.28
0
0
275.42
City of Glens Falls, Warren Co.
Repair access road to Butler Pond Reservoir
43o 20'52.42"N, 73o 43'45.41"W
Erosion
Road Stabilization
2779
0
0
673629.6
Town of Queensbury, Warren Co.
Creation of a septic disposal district around Lake Sunnyside
43o 22'31.06"N, 73o 38'22.58"W
Wastewater
Septic Connection
67
447.56
98.49
0
Town of Queensbury, Warren Co.
Dream Lake wastwater assessment and priority action plan for remediation
43o 22'51.74"N, 73o 38'17.34"W
Wastewater
Stormwater Runoff Reduction Controls
746.04
1232.46
182.03
180243.26
Town of Queensbury, Warren Co.
Implementation of Glen Lake septic disposal district, including replacement of outdated systems
43o 21'48.01"N, 73o 40'27.85"W
Wastewater
Septic Connection
244
1629.92
358.68
0
Town of Queensbury, Warren Co.
Implementation of Glen Lake septic disposal district, including replacement of out dated systems
43o 21'48.01"N, 73o 40'27.85"W
WasteWater
Septic Connection
244
1629.92
358.68
0
Town of Queensbury, Warren Co.
Drywell installation on Birch Road/Chestnut Road
43o 21'47.54"N, 73o 40'54.97"W
Stormwater
Drywell Installation
3.53
12.39
1.83
1012.76
Town of Queensbury, Warren Co.
Implementation of recommendations in Six Flags Great Escape Assessment
43o 21'04.01"N, 73o 41'27.15"W
Stormwater
Stormwater Runoff Reduction Controls
315.71
1743.98
257.62
153056.21
Town of Bolton, Warren Co.
Coolidge Hill Road stormwater remediation
43o 30'36.90"N, 73o 41'28.11"W
Stormwater
Stormwater Runoff Reduction Controls
4.86
8.03
1.19
1174.18
Town of Lake George, Warren Co.
Implementation of additional stormwater controls along Rte. 9 corridor
43o 24'32.33"N, 73o 42'39.09"W
Stormwater
Ditch/Channel Stabilization
1700
127.5
119
421600
Town of Lake George, Warren Co.
Townwide stormwater reduction implementation program
Whole Town
Stormwater
Stormwater Runoff Reduction Controls
1246.62
2059.42
304.18
301183.39
Town of Lake George, Warren Co.
Sanitary sewer extension up Rte. 9N to the Tahoe Resort
43o 26'09.35"N, 73o 42'28.00"W
Wastewater
Septic Connection
8
53.44
11.76
0
Town of Lake George, Warren Co.
Implementation of Town septic initiative - (septic connection, spectic pumping, replacement)
Whole village
Wastewater
Septic Pumping
397
132.6
0
0
Town of Lake George, Warren Co.
English Brook streambank stabilization
43o 44'97.40"N, 73o 73'25.41"W
Stormwater/ Erosion
Ditch/Channel Stabilization
3505
262.88
245.35
869240
Town of Lake George, Warren Co.
Front Street homeowner green infrastructure education and implementation program
43o 25'10.51"N, 73o 41'51.61"W
Stormwater
Bioretenion/Raingarden
10.22
10.55
2.81
1697.54
Town of Lake George, Warren Co.
Stormwater infiltration on Cedar Lane/Beatty Road
43o 24'58.32"N, 73o 41'57.21"W
Stormwater
Infiltration Trench
10.56
123.96
18.31
6079.39
Town of Lake George, Warren Co.
Removal of paved drainage ditches and installation of vegetated swales with check dams at I-87 Exit 22 south bound off ramp
43o 25'45.56"N, 73o 43'17.24"W
Stormwater
Bioswale
1.11
10.73
1.7
538.13
Town of Queensbury, Warren Co.
Implementation of community septic system assessment on Assembly Point and Cleverdate/Rockhurst
43o 28'03.62"N, 73o 39'23.53"W / 43o 28'04.72"N, 73o38'13.97" W
Wastewater
Septic Connection
630
4208.4
926.1
0
Town of Queensbury, Warren Co.
Installation of improved buffers and porous pavers at Dunham's Bay Marina Bay Road parking lot
43o 26'28.82"N, 73o 39'15.20"W
Stormwater
Conversion of Impervious Surface
0.85
3.51
0.52
256.7
Town of Queensbury, Warren Co.
Installation of drywells on Lockhart Loop
43o 26'47.81"N, 73o 40'30.05"W
Stormwater
Drywell Installation
10.99
38.58
5.7
3153.03
Town of Queensbury, Warren Co.
Assembly Point, Cleverdale, Rockhurst, Pilot Knob homeowner green infrastructure education and implementation program
43o 28'03.62"N, 73o 39'23.53"W / 43o 28'04.72"N, 73o38'13.97" W
Stormwater
Bioretenion/Raingarden
119.99
123.89
32.94
19930.34
Town of Queensbury, Warren Co.
Assembly Point stormwater reduction and infiltration
43o 28'12.67"N, 73o 39'22.08"W
Stormwater
Stormwater Runoff Reduction Controls
55.7
92.02
13.59
13457.12
Town of Queensbury, Warren Co.
Cleverdale/Rockhurst stormwater reduction and infiltration
43o 28'37.08"N, 73o 38'32.78"W
Stormwater
Stormwater Runoff Reduction Controls
27.52
45.46
6.71
6648.83
Village of Lake George, Warren Co.
Installation of a hydrodynamic separator at the bottom of Lower Amherst Street and bioretention area at Shepard's Park Beach
43o 25'33.17"N, 73o 42'39.51"W
Stormwater
Stormwater Treatment Controls
4.89
27.01
3.99
2370.67
Village of Lake George, Warren Co.
Installation of a hydrodynamic separator on Joques Farm Road
43o 25'43.62"N, 73o 42'58.04"W
Stormwater
Stormwater Treatment Controls
6.63
10.95
1.62
1601.81
Village of Lake George, Warren Co.
Installation of a hydrodynamic separator near/in Shepard's Park
43o 25'28.19"N, 73o 42'46.64"W
Stormwater
Stormwater Treatment Controls
4.07
22.48
3.32
1973.14
Village of Lake George, Warren Co.
Installation of a hydrodynamic separator to capture stormwater flowing to Beach Road
43o 25'20.39"N, 73o 42'46.74"W
Stormwater
Stormwater Treatment Controls
25.68
141.86
20.95
12449.66
Village of Lake George, Warren Co.
Retrofit of Village DPW for increased stormwater protection
43o 25'18.42"N, 73o 43'07.12"W
Stormwater
Stormwater Runoff Reduction Controls
2.35
8.43
1.24
729.44
Village of Lake George, Warren Co.
Wastwater infrastructure repairs on Sewell Street
43o 25'05.88"N, 73o 42'51.16"W
Wastewater
Stormwater Treatment Controls
142.65
235.66
34.81
34464.24
Village of Lake George, Warren Co.
Installation of 15 drywells within the Village
43°25'28.12" N -73°42'54.61" W
Stormwater
Drywell Installation
113.86
868.13
127.75
41968.8
Village of Lake George, Warren Co.
Installation of pervious pavement at the Beach Road parking lot
43o 25'15.62"N, 73o 42'39.70"W
Stormwater
Conversion of Impervious Surface
4.06
16.77
2.48
1226.12
Village of Lake George, Warren Co.
Installation of pervious pavement at the Fort William Henry Resort
43o 25'10.39"N, 73o 42'45.68"W
Stormwater
Conversion of Impervious Surface
3.37
13.92
2.06
1017.74
Village of Lake George, Warren Co.
Installation of pervious pavement at the Boardwalk Restaurant parking lot
43o 25'34.08"N, 73o 42'40.35"W
Stormwater
Conversion of Impervious Surface
0.51
2.11
0.31
154.02
Village of Lake George, Warren Co.
Green infrastructure retrofits at Lake George High School - green roof, cisterns, rain gardens, pervious pavers, etc.
43o 25'41.94"N, 73o 42'45.31"W
Stormwater
Bioretenion/Raingarden
37.03
127.85
33.99
12342.1
Town of Lake George, Warren Co.
Installaton of porous pavement at the Town/Village Municpal Center
43o 25'53.72"N, 73o 43'00.35"W
Stormwater
Conversion of Impervious Surface
0.65
2.68
0.4
196.3
Town of Lake George, Warren Co.
Lakeview Circle Dr. stormwater infiltration and sediment retention project implementation
43o 26'19.70"N, 73o 42'27.73"W
Stormwater
Infiltration Trench
27.77
97.49
14.4
7967.21
Town of Lake George, Warren Co.
Installation of check dams and live stakes on I-87 stormwater swales discharging to West Brook
43o 24'49.51"N, 73o 43'18.92"W
Stormwater/ Erosion
Bioswale
102.87
297.4
47.06
24853.39
Town of Bolton, Warren Co.
Installation of hydrodynamic separator and double stack drywell at the Town DPW site
43o 34'28.35"N, 73o 40'43.55"W
Stormwater
Stormwater Treatment Controls
26.56
43.88
6.48
6416.9
Town of Bolton, Warren Co.
Installation of porous asphalt at Rogers Park Parking lot
43o 33'17.27"N, 73o 39'13.42"W
Stormwater
Conversion of Impervious Surface
0.36
1.49
0.22
108.72
Town of Bolton, Warren Co.
Upgrade 9N stormwater conveyance system
43o 55'11.23"N, 73o 65'86.88"W
Stormwater
Stormwater Runoff Reduction Controls
85.25
470.92
69.56
41329.2
Town of Bolton, Warren Co.
Streambank erosion reduction in Dula Pond headwaters
43o 33'36.83"N, 73o 39'39.24"W
Erosion
Streambank Stabilization
16.91
1.27
1.18
4193.68
Town of Bolton, Warren Co.
Install tree boxes and curb cut median at municipal parking lot behind Town Hall
43o 33'26.33"N, 73o 39'23.17"W
Stormwater
Bioretenion/Raingarden
0.57
1.97
0.52
189.98
Town of Bolton, Warren Co.
Bolton hamlet stormwater reduction program
43o 55'70.43"N, 73o 65'51.38"W
Stormwater
Stormwater Runoff Reduction Controls
85.25
305.88
45.01
26461.6
Town of Bolton, Warren Co.
Stewart Brook streambank stablization - 150 - 300 feet
?
Erosion
Streambank Stabilization
300
22.5
21
74400
Town of Bolton, Warren Co.
Installation of vegetated swales on Valley Woods Road
43o 34'11.78"N, 73o 39'20.63"W
Stormwater
Vegetated Swale
0.2
1.05
0.17
67.87
Town of Bolton, Warren Co.
Install check dams and live stakes in new stone lined ditches on Frank Cameron Road
43o 34'57.79"N, 73o 40'04.59"W
Stormwater
Streambank Stabilization
480
36
33.6
119040
Town of Bolton, Warren Co.
Installation of porous asphalt on Dula Street parking lot (measure parking lot)
43o 33'21.59"N, 73o 39'20.63"W
Stormwater
Permeable Pavement w/Sand, Veg. - C/D soils, underdrain
0.77
2.13
0.31
256.64
Town of Fort Anne, Washington Co.
County Route 17 roadside side stablization
43o 24'49.35"N, 73o 24'11.65"W
Erosion
Road Stabilization
105.75
0
0
25633.8
Town of Granville, Washington Co.
Stablization of streambank on Upper Turnpike Road
43o 28'08.29"N, 73o 22'05.58"W
Erosion
Streambank Stabilization
185
13.88
12.95
45880
Town of Putnam, Washington Co.
Reconstruction of Royal Anchorage Way to reduce erosion and stormwater velocity
43o 44'54.71"N, 73o 27'34.52"W
Erosion/ Stormwater
Streambank Stabilization
5000
375
350
1240000
Town of Fort Anne, Washington Co.
Stormwater runoff assessment for County Route 16 Halfway Brook culvert
43o 25'02.04"N, 73o 29'19.79"W
Stormwater
Stormwater Runoff Reduction Controls
140.95
778.61
115.02
68332.56
Town DPW site stormwater containment and infiltration
43o 24'49.79"N, 73o 30'11.67"W
Stormwater
Infiltration Trench
6.3
73.95
10.92
3626.91
Town of Kingsbury, Washington Co.
Vaughn Road roadbank stabilization
43o 22'19.97"N, 73o 33'49.56"W
Erosion
Hydroseeding
175
0
0
90142.5
Town of Argyle, Washington Co.
Implement stormwater management needs on State Route 40
43o 23'73.16"N, 73o 49'11.91"W
Stormwater
Ditch/Channel Stabilization
220
16.5
15.4
54560
Town of Kingsbury, Washington Co.
Streambank management assessment and implementation along Towpath Road
43o 19'46.55"N, 73o 31'04.41"W
Stormwater
Ditch/Channel Stabilization
200
15
14
49600
Town of Kingsbury, Washington Co.
Streambank stabilization on Bond Creek
43o 24'56.52"N, 73o 54'11.86"W
Erosion
Ditch/Channel Stabilization
235
17.63
16.45
58280
Town of Kingsbury, Washington Co.
Installation of culvert and stabilization of roadside on County Rte. 41
43o 20'41.16"N, 73o 30'41.31"W
Stormwater
Road Stabilization
15.62
0
0
3786.29
Town of Whitehall, Washington Co.
Stabilization of County Route 10
43o 37'25.01"N, 73o 21'07.49"W
Erosion
Road Stabilization
4106.45
0
0
496059.16
Village of Whitehall, Washington Co.
100 feet of streambank stabilization on Wood Creek
43o 54'43.29"N, 73o 40'32.20"W
Erosion
Ditch/Channel Stabilization
100
7.5
7
24800
All municipalitites
2000 feet of streambank stabilization on Poultney River
43o 59'78.53"N, 73o 29'26.64"W
Erosion
Ditch/Channel Stabilization
2000
150
140
496000
Town of Whitehall, Washington Co.
Town DPW site stormwater retention and erosion reduction - construction of a 20'x100' grass swale with 2 catch basins and a 12" culvert daylighting into Mud Brook
43o 32'52.18"N, 73o 22'50.79"W
Erosion/ Stormwater
Stormwater Runoff Reduction Controls
296.81
490.33
72.42
71709.3
Town of Whitehall, Washington Co.
100 feet of streambank stabilization on Mud Brook
43o 32'50.91"N, 73o 22'49.30"W
Erosion
Streambank Stabilization
100
7.5
7
24800
Village of Whitehall, Washington Co.
Village separate stormwater system upgrades and installation of green infrastructure technologies
43o 54'87.37"N, 73o 40'55.00"W
Stormwater
Stormwater Treatment Controls
8.33
29.89
4.4
2585.63
Town of Fort Anne, Washington Co.
Trout Pavilion Road in-stream sediment basin
43o 28'39.26"N, 73o 41'28.11"W
Erosion
Stormwater Runoff Reduction Controls
41.01
67.75
10.01
9908.02
Town of Fort Anne, Washington Co.
Creation of onsite septic district on Pilot Knob
43o 52'00.96"N, 73o 62'57.53"W
Wastewater
Septic Connection
65
434.2
95.55
0
Town of Fort Anne, Washington Co.
Install trench drain and stormwater infiltration units along road next to Fort Ann Beach
43o 31'08.26"N, 73o 37'38.98"W
Stormwater
Infiltration Trench
36.77
129.08
19.07
10549.31
Town of Putnam
Identified as a priority stormwater project in ACOE study. Stabilize, maybe add berm or create vegetated swales and install scour hole or infiltration trench.
43°44'24.88"N, 73°27'28.94"W
Stormwater
Ditch/Channel Stabilization
450
33.75
31.5
111600
Town of Putnam
Stabilization with addition of berm, vegetated swales or infiltration trench
43°43'45.61"N, 73°27'33.89"W
Stormwater
Infiltration Trench
434
5094.51
752.56
249853.8
Putnam
Culvert replacement with infiltration trench of catch basin
43o 43'53.89"N, 73o 27'34.71"W