 |
Connecticut River
Water Quality Monitoring Project |
 |
Project Background
This water quality monitoring project is conducted by the Pioneer Valley Planning Commission and Connecticut River Watershed Council in partnership with the University of Massachusetts Water Resources Research Center. Monitoring for the 2010 and 2011 season is made possible by funding from the American Recovery and Reinvestment Act of 2009 (ARRA) through a section 604B Water Quality Management and Planning Grant from the Massachusetts Department of Environmental Protection.
The monitoring project examines water temperature and bacteria at eight recreational sites along the Connecticut River mainstem, one site along the Chicopee River, and multiple sites on other tributaries throughout the Connecticut River’s watershed in Massachusetts.
Regular water quality monitoring on the Connecticut River began in 2008 and 2009 with a Targeted Watershed Initiative grant from the U.S. Environmental Protection Agency. At that time, monitoring covered 26 sites along the Connecticut River. The sites monitored were between Turners Falls and Greenfield, Massachusetts, between White River Junction, New Hampshire, and Hartford, Vermont, and between Chicopee and Holyoke, Massachusetts. Before this initiative was implemented, the information available on the water quality of the Connecticut River had been limited. Previous data indicate that in many urbanized areas, the river’s bacterial contamination is often found to be exceptionally high during wet weather events and therefore is made unsuitable for recreational use.
Data generated by the Connecticut River Water Quality Monitoring Project is providing a more complete picture of the river’s health and understanding about sources of contamination. This will be useful not only to recreational users who have direct contact with the waters, but to local, state, and federal officials in addressing combined sewer overflow discharges and stormwater flows
Bacteria Monitoring
The results are updated after sampling is completed on Wednesdays and are color coded according to EPA Recommendations for E. coli levels (see below). The results are available to the public and can be found here.
For questions or comments, please contact Anne Capra from the Pioneer Valley Planning Commissio: Acapra@PVPC.org
| Massachusetts Criteria for E. coli1 (Escherichia coli; units = colonies/100ml): |
Geometric mean2 |
Single sample maximum |
Appropriate Recreational Use 3 |
< 126 |
235 |
suitable for primary
water contact (swimming) |
1. See Department of Environmental Protection, Division of Water Pollution Control: 314cmr4.05(3)(b)4
2. Geometric mean of 5 or more samples taken within a 60 day period for Massachusetts.
3. Levels are indicated for Class B waters. The Connecticut River in Massachusetts is designated as a class B waterway.
| EPA Recommendations for E. coli (Escherichia coli; units = colonies/100ml): |
Single sample maximum |
Appropriate Recreational Use |
235 |
suitable for primary
water contact (swimming) |
236-298 |
moderate full body contact recreation |
299-409 |
lightly used full body contact recreation |
410-575 |
infrequently used full body contact recreation |
>576 |
unsuitable for recreation
(no boating or swimming) |
Results Updated October 14, 2011
| Tier 1 Sites |
5/25/11 |
6/01/11 |
6/8/11 |
6/15/11 |
6/22/11 |
6/29/11 |
7/6/11 |
7/13/11 |
7/20/11 |
7/27/11 |
8/3/11 |
8/11/11 |
8/17/11 |
8/24/11 |
9/14/11* |
9/21/11 |
9/28/11 |
| Pioneer Valley Yacht Club, Longmeadow (MAH1) |
143.9 |
44.3 |
35 |
123.6 |
ns |
1986.3w |
44 |
36 |
28 |
TNTCw |
20 |
1780w |
390w |
76.0 |
74 |
72 |
124 |
| Pynchon Point, Agawam (MAH2) |
151.5 |
98.5 |
88.4 |
613.1 |
107.1 |
816.4w |
164 |
135 |
236 |
430w |
86 |
280w |
500w |
154.0 |
72 |
68 |
144 |
| North End Bridge/Bassett Marina Boat Launch, Springfield (MAC1) |
217.8 |
145.5 |
133.3 |
770.1 |
2149.6 |
>2149.6w |
1450 |
680 |
128 |
TNTCw |
152 |
5300w |
670w |
200.0 |
70 |
320 |
ns |
| Davitt Bridge / Granby Rd, Chicopee (MAC2) |
142.1 |
123.6 |
98.7 |
76.7 |
108.1 |
ns |
126 |
360 |
114 |
TNTCw |
126 |
ns |
730w |
340.0 |
ns |
68 |
96 |
| Medina St. Boat Ramp, Chicopee (MAC3) |
85.7 |
88.4 |
32.3 |
102.2 |
40.4 |
ns |
110 |
48 |
37 |
ns |
34 |
ns |
430w |
82.0 |
ns |
74 |
72 |
| Jones Ferry, Holyoke (MAH3) |
57.3 |
71.7 |
25.9 |
201.4 |
33.6 |
365.4w |
ns |
34 |
12 |
310w |
46 |
570w |
390w |
32.0 |
ns |
50 |
158 |
| Berchulski Fisherman Access, Chicopee (MAC4) |
109.8 |
178.9 |
165.8 |
90.6 |
193.5 |
157.6w |
78 |
110 |
28 |
TNTCw |
104 |
380w |
330w |
70.0 |
84 |
96 |
48 |
| Brunelle’s Marina, South Hadley (MAH4) |
41.4 |
172.3 |
108.6 |
58.3 |
122.3 |
866.4w |
72 |
48 |
24 |
540w |
90 |
64w |
300w |
84.0 |
ns |
92 |
220 |
| Barton Cove, Gill (MAG4) |
1553.1 |
1046.2 |
83.9 |
228.2 |
1553.1 |
224.7w |
387.3 |
ns |
218.7 |
ns |
275.5 |
ns |
488.4w |
172.5 |
ns |
ns |
ns |
"w" next to E. coli count signifies wet weather event (>0.1 inches of rain in 24 hours)
ns = not sampled, nd= no data, TNTC = too numerous to count
* Time period between 8/24/2011 and 9/14/2011 no sampling was conducted due to Tropical Storm Irene and the resulting
tributary flooding.
| Tier 2 Sites |
Date |
E. coli |
Date |
E. coli |
Date |
E. coli |
Date |
E. coli |
Date |
E. coli |
Date |
E. coli |
Date |
E. coli |
| Buttery Brook, Brainerd Street and Lathrop, South Hadley (BBSH1) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Buttery Brook, 49 School Street, South Hadley (BBSH4) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Stony Brook, Rte 116 by Chapdelaine Furniture, South Hadley (SBSH2) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Stony Brook, Morgan St, south of Lower Pond, South Hadley (SBSH4) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Stony Brook, Morgan St, east of Edison Dr., South Hadley (SBSH5) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Willimansett Brook, Upstream side of Yelle Street, Chicopee (WBH1) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Willimansett Brook, Jamrog Street, Chicopee (WBH3) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Fort River, Route 47 bridge, Hadley (FRH1) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Fort River, Tributary at Moody Bridge Road crossing, Hadley (FRH2) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Fort River, South Maple Street, Hadley (FRH5) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Fort River, Bike Path Bridge/Mill Lane and South East Street, Amherst (FRH7) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Fort River, Pelham Road, Amherst (FRH9) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Manhan River, Fort Hill Road, Easthampton (MRE1) |
|
|
|
|
6/7/11 |
193.5 |
|
|
|
|
|
|
|
|
| Manhan River, O’Neill Street / Lovefield Street crossing (MRE2) |
|
|
|
|
6/7/11 |
1,732.9 |
|
|
|
|
|
|
|
|
| Manhan River, Lower Mill Pond outfall, Easthampton(MRE3) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Manhan River, Glendale Road crossing (MRE6) |
|
|
|
|
6/7/11 |
101.9 |
|
|
|
|
|
|
|
|
| Mill River, Mill Site Road (MRH2) |
|
|
|
|
6/7/11 |
248.1 |
|
|
|
|
|
|
|
|
| Mill River, N. Hadley Road Main stem (MRH5) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| UMass parking lot Mill River (MRH8) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Mill River Hadley - Meadow St W (MRH11) |
|
|
|
|
6/7/11 |
648.8 |
|
|
|
|
|
|
|
|
| Mill River Hadley - Meadow St E (MRH12) |
|
|
|
|
6/7/11 |
56.5 |
|
|
|
|
|
|
|
|
| Mill R. Recreation area. Mill River (MRH13) |
|
|
|
|
6/7/11 |
18.7 |
|
|
|
|
|
|
|
|
| Mill River, Clement St Northampton (MRN1) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Mill River, Bliss St. Northampton (MRN2) |
5/10/11 |
55.4 |
|
|
|
|
6/20/11 |
62.4 |
|
|
|
|
|
|
| Mill River, Pine St. Northampton (MRN2.1) |
5/10/11 |
38.4 |
|
|
|
|
6/20/11 |
119.8 |
|
|
|
|
|
|
| Florence Stream in trench near Ryan Rd (MRN2.2) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Stormdrain pipe off Pine St (MRN2.3) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Small upstream channel, upstream of dam (MRN2.4) |
5/10/11 |
193.5 |
|
|
|
|
|
|
|
|
|
|
|
|
| Mill River, Meadow St Northampton (MRN3) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Stormwater outfall to Mill River Meadow St (MRN3.1) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Former Mill channel River, left parking, Northampton(FMN1) |
5/10/11 |
866.4 |
|
|
|
|
|
|
|
|
|
|
|
|
| Former Mill, off parking, Northampton(FMN2) |
5/10/11 |
93.4 |
|
|
6/7/11 |
50.4 |
|
|
|
|
|
|
|
|
| Former Mill, East end of parking off Hampton, Northampton (FMN3) |
5/10/11 |
10.9 |
|
|
6/7/11 |
>2,419.6 |
6/20/11 |
>2,419.6 |
|
|
|
|
|
|
| Former Mill, East end of parking off Hampton, near Housing(FMN4) |
5/10/11 |
488.4 |
|
|
6/7/11 |
1,986.3 |
6/20/11 |
475.7 |
|
|
|
|
|
|
| Former Mill, King St & Merrick Lane (FMN4.1) |
|
|
|
|
|
|
6/20/11 |
1,046.2 |
|
|
|
|
|
|
| Former Mill, 10 Allen Place (FMN4.2.0) |
|
|
|
|
|
|
6/20/11 |
1,299.7 |
|
|
|
|
|
|
| Former Mill, King St & Trumbull Rd (FMN4.3) |
|
|
|
|
|
|
6/20/11 |
1,203.3 |
|
|
|
|
|
|
| Former Mill, Northampton, off Webbs Parking (FMN5) |
|
|
5/12/11 |
2.0 |
|
|
|
|
|
|
|
|
|
|
| Former Mill, Northampton, main channel before culvert(FMN7) |
|
|
5/12/11 |
547.5 |
|
|
|
|
|
|
|
|
|
|
| Former Mill, Northampton, main channel, downstream of culvert (FMN8) |
|
|
5/12/11 |
344.8 |
|
|
|
|
|
|
|
|
|
|
| Former Mill, Northampton, storm outfall off Rte 5 (FMN9) |
|
|
5/12/11 |
>2,419.6 |
6/7/11 |
>2,419.6 |
|
|
|
|
|
|
|
|
| Former Mill, Northampton, Rte 5 manhole near Wright Ave, west branch (FMN9.1) |
|
|
|
|
6/7/11 |
365.4 |
|
|
|
|
|
|
|
|
| Former Mill, Northampton, Wright Ave, midway (FMN9.2) |
|
|
|
|
6/7/11 |
1,299.7 |
|
|
|
|
|
|
|
|
| Former Mill, Northampton, W end of Wright Ave, downstream end of flow (FMN9.3) |
|
|
|
|
6/7/11 |
5.2 |
|
|
|
|
|
|
|
|
| Former Mill, Northampton, outfall off Hockanum Rd (FMN10) |
|
|
5/12/11 |
235.9 |
|
|
|
|
|
|
|
|
|
|
| Former Mill, Northampton, upstream end of WWTP, river right (FMN11) |
|
|
5/12/11 |
46.4 |
|
|
|
|
|
|
|
|
|
|
| Former Mill, Northampton, upstream end of WWTP, river left (FMN12) |
|
|
5/12/11 |
228.2 |
|
|
|
|
|
|
|
|
|
|
| Former Mill, Northampton, outfall off dirt driveway off Hockanum Rd (FMN13) |
|
|
5/12/11 |
1.0 |
|
|
|
|
|
|
|
|
|
|
| Unnamed stream near Elwell Island, Northampton (USN1) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Mill River, Hancock Street and Rifle Street, Springfield (MRS2) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Mill River, Mill Street Bridge, Springfield (MRS3) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Mill River, Above Watershops Pond Dam, Springfield (MRS4) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Maple Brook Greenfield (MBG1) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Maple Brook Greenfield, S. side, Spring Terr.(MBG2) |
5/2/11 |
70.8 |
|
|
|
|
|
|
|
|
|
|
|
|
| Maple Brook Greenfield, Highland Pond at outlet (MBG3) |
5/2/11 |
<1 |
|
|
|
|
|
|
|
|
|
|
|
|
| Maple Brook Greenfield, Colrain St (MBGA) |
5/2/11 |
>2,419.6 |
|
|
|
|
|
|
|
|
|
|
10/12/11 |
>2,419.6 |
| Maple Brook Greenfield, 53 Conway St, west side(MBGB) |
5/2/11 |
>2,419.6 |
5/11/11 |
>2,419.6 |
|
|
|
|
|
|
|
|
10/12/11 |
>2,419.6 |
| Maple Brook Greenfield, One Arch Place, Unity parking(MBGB.1) |
|
|
5/11/11 |
>2,419.6 |
|
|
|
|
|
|
|
|
10/12/11 |
1413.6 |
| Maple Brook Greenfield, One Arch Street, S side of RA(MBGB.2) |
|
|
5/11/11 |
6.2 |
|
|
|
|
|
|
|
|
|
|
| Maple Brook Greenfield, 147 School Street, east side(MBGC) |
5/2/11 |
>2,419.6 |
|
|
|
|
|
|
|
|
|
|
10/12/11 |
>2,419.6 |
| Maple Brook Greenfield, 17 Garfield Street, south side(MBGD) |
5/2/11 |
>2,419.6 |
5/11/11 |
>2,419.6 |
|
|
|
|
|
|
|
|
10/12/11 |
>2,419.6 |
| Maple Brook Greenfield, 17 Garfield Street, south side(MBGD.1) |
|
|
5/11/11 |
>2,419.6 |
|
|
|
|
|
|
|
|
10/12/11 |
>2,419.6 |
| Maple Brook Greenfield, 17 Garfield Street, south side(MBGDgreen) |
|
|
5/11/11 |
14.8 |
|
|
|
|
|
|
|
|
|
|
| Maple Brook Greenfield, 166 Federal St, W Side(MBGE) |
|
|
5/11/11 |
>2,419.6 |
|
|
|
|
|
|
|
|
10/12/11 |
>2,419.6 |
| Maple Brook Greenfield, 166 Federal St, middle of road(MBGEmid) |
|
|
5/11/11 |
<1 |
|
|
|
|
|
|
|
|
|
|
| Maple Brook Greenfield, 3 Maple St. S side(MBGF) |
|
|
5/11/11 |
>2,419.6 |
6/1/11 |
775.1 |
|
|
|
|
|
|
10/12/11 |
>2,419.6 |
| Maple Brook Greenfield, Entrance to CVS off Maple St(MBGG) |
5/2/11 |
148.3 |
|
|
6/1/11 |
461.1 |
|
|
|
|
|
|
10/12/11 |
>2,419.6 |
| Maple Brook Greenfield, Sanderson Street, Kennametal(MBGH) |
5/2/11 |
410.6 |
|
|
|
|
|
|
|
|
|
|
|
|
| Maple Brook Greenfield, 35 & 36 Haywood, south side(MBGI) |
5/2/11 |
>2,419.6 |
5/11/11 |
344.1 |
|
|
|
|
|
|
|
|
|
|
| Maple Brook Greenfield, 35 & 36 Haywood, east(MBGI-east) |
|
|
5/11/11 |
290.9 |
|
|
|
|
|
|
|
|
|
|
| Maple Brook Greenfield, 36 Lincoln Street, lawn(MBGJ) |
5/2/11 |
248.9 |
|
|
|
|
|
|
|
|
|
|
|
|
| Maple Brook Greenfield, 39 Freeman Dr(MBGK) |
5/2/11 |
18.7 |
|
|
|
|
|
|
|
|
|
|
|
|
| Maple Brook Greenfield, 101 Maple St(MBGL) |
5/2/11 |
117.8 |
|
|
|
|
|
|
|
|
|
|
|
|
| Maple Brook Greenfield, 16 Walnut Street, north side(MBGM) |
5/2/11 |
74.9 |
|
|
|
|
|
|
|
|
|
|
|
|
| Market Street Brook, Pleasant St & Florida Ave(MBN1) |
|
|
|
|
|
|
6/20/11 |
58.6 |
|
|
|
|
|
|
| Barton Cove, Franklin Cty Boat Club (CTRG1) |
|
|
|
|
5/31/11 |
59.1 |
|
|
|
|
|
|
|
|
| Barton Cove, W. edge of Boat Ramp property (CTRG1.1) |
|
|
|
|
|
|
6/20/11 |
613.1 |
|
|
|
|
|
|
| Barton Cove, "beach" (CTRG1.2) |
|
|
|
|
|
|
6/20/11 |
1986.3 |
|
|
|
|
|
|
| Barton Cove, E. edge of Boat Ramp property (CTRG1.3) |
|
|
|
|
|
|
6/20/11 |
435.2 |
|
|
|
|
|
|
| Barton Cove, FirstLight dock (CTRG2) |
|
|
|
|
5/31/11 |
9.6 |
|
|
|
|
|
|
|
|
| Barton Cove, Unity Park upstream (CTRG3) |
|
|
|
|
5/31/11 |
137.6 |
|
|
|
|
|
|
|
|
| Barton Cove, Unity Park parking (CTRG4) |
|
|
|
|
5/31/11 |
110.6 |
|
|
|
|
|
|
|
|
| Barton Cove, Gill (MAG4) |
|
|
|
|
5/31/11 |
816.4 |
|
|
|
|
|
|
|
|
| Sugarloaf Brook, Herlihy Park, Whately (SBW1) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Sugarloaf Brook, downstream of River Road, Deerfield (SBW1.1) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Sugarloaf Brook, Sugarloaf St ext, Whately (SBW2) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Sugarloaf Brook, Route 116, Deerfield (SBW3) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Sugarloaf Brook, Thayer St, Deerfield (SBW4) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Bloody Brook, Whately Rd, Deerfield (BBD1) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Bloody Brook, Conway St, Deerfield (BBD2) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Bloody Brook, North Branch, upstream of 116, Deerfield (BBD2.1) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Bloody Brook, N Branch, E side Rte 5 & 10, Deerfield (BBD2.2) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Bloody Brook, Routes 5 & 10, Deerfield (BBD3) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Bloody Brook, behind library - upstream of culvert to school, Deerfield (BBD3.1) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Bloody Brook, Pleasant St near N Main, Deerfield (BBD4) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Bloody Brook, just downstream of Kelleher Drive, Deerfield (BBD4.1) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Bloody Brook, Capt. Lathrop Drive, Deerfield (BBD5) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Scantic River, Mill Rd Hampden (SRH1) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Scantic River, Chapin Rd Hampden (SRH4) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Scantic River, Rock-A-Dundee Rd Hampden (SRH6) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Green River outfall, river L, Rte 2A bridge abutment (GRG-1) |
|
|
|
|
|
|
|
|
7/20/11 |
727 |
8/24/11 |
<1 |
|
|
| Green River at Colrain St bridge, Davenport Trucking (GRG-2) |
|
|
|
|
|
|
|
|
|
|
8/24/11 |
83.9 |
|
|
| Green River, under 2A bridge, river L (GRG-3) |
|
|
|
|
|
|
|
|
|
|
8/24/11 |
547.5 |
|
|
| Green River, river R at Enterprise rent-a-car (GRG-4) |
|
|
|
|
|
|
|
|
|
|
8/24/11 |
151.5 |
|
|
| Green River, above Mill St Dam, at bend (GRG-5) |
|
|
|
|
|
|
|
|
|
|
8/24/11 |
191.8 |
|
|
| Green River, above Wiley/Meridian St Dam, off Meade (GRG-6) |
|
|
|
|
|
|
|
|
|
|
8/24/11 |
410.6 |
|
|
| |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
"w" next to E. coli count signifies wet weather event (>0.1 inches of rain in 24 hours)
ns = not sampled, nd= no data, TNTC = too numerous to count
Early 2009 Results
Late 2009 Results
2010 Results
The above table presents 2010 E. coli bacteria data in number
of colonies per 100ml of water. The sites are listed from downstream (top of the table) to upstream (bottom of the table), so you can visualize how E.coli counts vary from the southern most reach to the northern most reach of river we are sampling. Color codes indicate which single sample maximum value range each result falls into, as listed in the EPA Recommendations for E. coli table.
|
|
|