Code of Massachusetts Regulations
314 CMR - DIVISION OF WATER POLLUTION CONTROL
Title 314 CMR 4.00 - Massachusetts Surface Water Quality Standards
Section 4.06 - Classification, Figures, and Tables
Current through Register 1531, September 27, 2024
(1) Classification. For the purposes of applying 314 CMR 4.00, the surface waters of the Commonwealth are classified as shown in 314 CMR 4.06(2), (3), (4), (5) and (6)(b). The following terms used in the classification tables set forth in 314 CMR 4.06(6)(b): Figure A; Figures and Tables 1 through 27, have the following meanings:
(2) Wetlands. Wetlands bordering Class A Outstanding Resource Waters are designated Class A Outstanding Resource Waters. Vernal pools are designated Class B Outstanding Resource Waters. All wetlands bordering other Class B, SB or SA Outstanding Resource Waters are designated as Outstanding Resource Waters to the boundary of the defined area. All other wetlands are designated Class B, High Quality Waters for inland waters and Class SA, High Quality Waters for coastal and marine waters.
(3) Active and Inactive Reservoirs. All active and inactive reservoirs approved by the Department's Drinking Water Program after December 29, 2006 as a source of public water supply are designated Class A, Outstanding Resource Waters, regardless of whether they are listed in 314 CMR 4.06(6)(b): Figure A; Figures and Tables 1 through 27.
(4) Tributaries. Tributaries to a Class A public water supply include, but are not limited to, waterbodies from which water is manually diverted to the Class A public water supply.
(5) Other Waters. Unless otherwise designated in 314 CMR 4.06: Classification, Figures, and Tables, other waters are Class B, and presumed High Quality Waters for inland waters and Class SA, and presumed High Quality Waters for coastal and marine waters. Inland fisheries designations and coastal and marine shell fishing designations for unlisted waters shall be made on a case-by-case basis as necessary.
(6) Figures and Tables. All figures and tables referred to in 314 CMR 4.00 are set forth in a "List of Figures and Tables" in 314 CMR 4.06(6)(a). 314 CMR 4.06(6)(b) includes "Figure A, Commonwealth of Massachusetts River Basins and Coastal Drainage Areas" (showing river basins and coastal drainage areas) and Figures and Tables 1 through 27, inclusive (each figure providing a general orientation for the information in the corresponding table and each table showing those segments and classifications subject to qualifiers as set forth in 314 CMR 4.06(1)(d)). The class of each surface water identified in 314 CMR 4.06(6)(b) shall be as set forth therein. In cases of inconsistency between the figures and the tables in 314 CMR 4.06(6)(b), the information contained in the tables shall control. 314 CMR 4.06(6)(c) includes Table 28: Site-specific Criteria. The site-specific criteria for each surface water or segment identified in 314 CMR 4.06(6)(c) shall be as set forth therein, subject to the provisions of 314 CMR 4.05(2) and (7) as applicable. 314 CMR 4.06(6)(d) includes Table 29: Generally Applicable Criteria, consisting of Table 29a: Aquatic Life Criteria and Table 29b: Human Health Criteria. The generally applicable criteria for all surface waters identified in 314 CMR 4.06(6)(d) shall be as set forth therein. 314 CMR 4.06(6)(e) includes Table 30: Organoleptic Effect Criteria. The criteria set forth in 314 CMR 4.06(6)(e) shall be applicable to all surface waters in accordance with 314 CMR 4.05(5)(g). All appendices and footnotes to the tables shall be a part of 314 CMR 4.06(6): Figures and Tables.
NUMBER |
TITLE |
A (Figure only) |
River Basins and Coastal Drainage Areas |
1 |
Blackstone River Basin |
2 |
Boston Harbor Drainage Area (formerly Boston Harbor Drainage System and Mystic, Neponset and Weymouth & Weir River Basins) |
3 |
Buzzards Bay Coastal Drainage Area |
4 |
Cape Cod Coastal Drainage Area |
5 |
Charles River Basin |
6 |
Chicopee River Basin |
7 |
Connecticut River Basin |
8 |
Deerfield River Basin |
9 |
Farmington River Basin |
10 |
French River Basin |
11 |
Housatonic River Basin |
12 |
Hudson River Basin (formerly Hoosic, Kinderhook and Bashbish) |
13 |
Ipswich River Basin |
14 |
Islands Coastal Drainage Area (formerly Martha's Vineyard and Nantucket) |
15 |
Merrimack River Basin |
16 |
Millers River Basin |
17 |
Narragansett Bay and Mount Hope Bay Drainage Area |
18 |
Nashua River Basin |
19 |
North Coastal Drainage Area |
20 |
Parker River Basin |
21 |
Quinebaug River Basin |
22 |
Shawsheen River Basin |
23 |
South Coastal Drainage Area |
24 |
Sudbury, Assabet, and Concord (SuAsCo) River Basin (formerly Concord) |
25 |
Taunton River Basin |
26 |
Ten Mile River Basin |
27 |
Westfield River Basin |
28 (Table only) |
Site-specific Criteria |
29 (Table only) |
Generally Applicable Criteria: 29a. Aquatic Life Criteria 29b. Human Health Criteria |
30 (Table only) |
Organoleptic Effect Criteria |
*DISCLAIMER: The river basin bounds, the coastal drainage area bounds, and the surface water classes depicted on the figures are approximations and may not be complete. They are intended for general orientation purposes, and should not be relied upon for precise locations of any such bounds or classifications. See314 CMR 4.06(6): Figures and Tables
TABLE 1 BLACKSTONE RIVER BASIN* |
|||||
Surface Water Name[DAGGER] |
Surface Water or Segment Boundary |
Mile Points[DOUBLE DAGGER] |
Class |
Qualifiers |
|
Kettle Brook |
From outlet of Kettle Brook Reservoir #4, Paxton to dam at Reservoir #1, (flowing through and including Kettle Brook Reservoirs 1, 2 and 3) and those tributaries thereto |
14.7 - 9.7 |
A |
PWS ORW |
|
From dam at Reservoir #1 to outlet of Waite Pond |
9.7 - 8.0 |
B |
Warm Water |
||
From outlet of Waite Pond to inlet of Leesville Pond |
8.0 - 0.0 |
B |
Warm Water |
||
Leesville Pond |
Entire pond in Auburn and Worcester |
B |
Warm Water |
||
Unnamed stream |
From outlet of Leesville Pond, Worcester, to inlet of Curtis Ponds, Worcester |
B |
Warm Water |
||
Curtis Ponds |
Entire ponds (North and South), Worcester |
B |
Warm Water |
||
Middle River |
From outlet of Coes Pond, Worcester, to confluence with an unnamed stream (Mill Brook) |
2.5 - 0.0 |
B |
Warm Water |
|
Blackstone River |
From confluence of Middle River and unnamed stream (Mill Brook), Worcester to outlet of Fisherville Pond |
48.8 - 39.8 |
B |
Warm Water CSO |
|
Outlet of Fisherville Pond to MA-RI state line |
39.8 - 20.0 |
B |
Warm Water |
||
Unnamed stream (Mill Brook) |
From outlet of Indian Lake, Worcester, to confluence with Middle River, Worcester |
3.0 - 0.0 |
B |
Warm Water CSO |
|
Quinsigamond River |
Entire length |
5.3 - 0.0 |
B |
Warm Water |
|
Mumford River |
Source to Douglas POTW discharge |
14.5 - 9.0 |
B |
Warm Water |
|
From Douglas POTW discharge to confluence with the Blackstone River |
9.0 - 0.0 |
B |
Warm Water High Quality Water |
||
West River |
Source to Upton POTW discharge |
B |
Cold Water High Quality Water |
||
From the Upton POTW discharge to confluence with the Blackstone River, Uxbridge |
8.8 - 0.0 |
B |
Warm Water |
||
Mill River |
From the outlet of North Pond, Milford, to the Mendon/Blackstone town line |
B |
Warm Water |
||
From the Mendon/Blackstone town line to a line 1000 feet northerly of and parallel to the MA-RI state line, Blackstone |
B |
Warm Water Treated Water Supply |
|||
Beaver Brook |
Entire length, Worcester |
3.0 - 0.0 |
B |
Warm Water High Quality Water |
|
Weasel Brook |
Entire length, Worcester |
3.0 - 0.0 |
B |
Warm Water High Quality Water |
|
Kettle Brook Reservoir No. 4 |
Entire reservoir in Paxton and those tributaries thereto |
A |
PWS ORW |
||
Lynde Brook Reservoir |
Entire reservoir in Leicester and those tributaries thereto |
A |
PWS ORW |
||
#2 Holden Reservoir |
Entire reservoir in Holden and those tributaries thereto |
A |
PWS ORW |
||
#1 Holden Reservoir |
Entire reservoir in Holden and those tributaries thereto |
A |
PWS ORW |
||
Wallum Lake |
The northern portion of the lake in Douglas to a line 1000 feet northerly of and parallel to the MA-RI state line |
B |
Treated Water Supply |
||
MA interstate surface waters that flow into Rhode Island PWSs |
From a line in MA which is 1000 feet upstream from and parallel to the MA-RI state line, to that state line (including, but not limited to, the relevant portions of Wallum Lake in Douglas, Mill River in Blackstone, and the entirety of Robin Hollow Pond in North Attleborough) |
A |
PWS ORW |
||
Coal Mine Brook |
Source in Worcester to inlet of Lake Quinsigamond, Worcester |
B |
Cold Water |
||
Cold Spring Brook |
Entire length, Uxbridge |
B |
Cold Water |
||
Scott Brook |
Source in Holden to inlet of Holden Reservoir No 1, Holden |
A |
Cold Water PWS ORW |
||
Warren Brook |
Entire length, Upton1 |
B |
Cold Water |
*Acronyms:
CSO = Combined Sewer Overflow
ORW = Outstanding Resource Water
PWS = Public Water Supply
[DAGGER] Names cited in parentheses are unofficial, locally-used names
[DOUBLE DAGGER] Mile Point values represent the approximate distance in miles of each end of a given surface water or segment from its mouth (assigned a value of "0"). Mile Points are provided where available for convenience in locating the upstream and downstream ends of segments. Narrative descriptions of surface water or segment boundaries, however, always control over boundaries based upon Mile Points.
1 Note that all or a portion of this surface water is within the Miscoe, Warren and Whitehall Watersheds Area of Critical Environmental Concern.
TABLE 2 BOSTON HARBOR DRAINAGE AREA* |
||||
Surface Water Name [DAGGER] |
Surface Water or Segment Boundary |
Mile Point [DOUBLE DAGGER] |
Class |
Qualifiers |
Boston Harbor |
Entire harbor, from the respective seaward boundaries of Boston Inner Harbor, and Pleasure, Dorchester, Quincy, and Hingham bays, easterly to a straight line drawn from the southerly tip of Deer Island to Boston Lighthouse on Little Brewster Island, then south to Point Allerton in Hull |
SB |
Shell fishing |
|
Pleasure Bay |
Entire semi-enclosed bay, its seaward boundary formed by a straight line drawn from the southerly tip of Castle Island to the northerly tip of Head Island, Boston |
SB |
Shell fishing |
|
Boston Inner Harbor |
Entire inner harbor, inclusive of the Reserved, Fort Point and Little Mystic channels, from the respective mouths of the Charles, Mystic, and Chelsea rivers, southeasterly to its seaward boundary formed by a straight line drawn from the southern tip of Governors Island to Fort Independence, Boston |
SB(CSO) |
||
Island End River |
Entire river, Everett/Chelsea, to confluence with the Mystic River |
SB(CSO) |
||
Chelsea River (Chelsea Creek) |
Entire river, from the confluence of Mill Creek, Chelsea/Revere to its mouth at Boston Inner Harbor, Boston/Chelsea |
SB(CSO) |
||
Dorchester Bay |
Entire bay, from the mouth of the Neponset River, Boston/Quincy, northeasterly to the bay's seaward boundary formed by straight lines drawn from the southerly tip of Head Island, Boston, to the north side of Thompson Island, Boston; and from the southerly tip of Thompson Island to Chapel Rocks, Quincy |
SB |
Shell fishing |
|
Quincy Bay |
The southern portion of Quincy Bay in Quincy, southerly of a seaward boundary formed by a straight line drawn from Bromfield Street near 692 Quincy Shore Drive (the Wollaston Yacht Club) northeast to 42° 17' 3" N, 71° 00' 1" W (buoy "C 1") southeast to Houghs Neck near Sea Street and Peterson Road (formerly referred to as the "Willows"), Quincy |
SA |
Shell fishing |
|
Quincy Bay (cont.) |
The northern portion of Quincy Bay: northeasterly from the seaward boundary of the southern portion, to a seaward boundary formed by a straight line drawn from the eastern tip of Moon Head to the northern tip of Nut Island, Quincy |
SB |
Shell fishing |
|
Hingham Harbor |
Entire harbor in Hingham, southerly of the seaward boundary formed by a straight line drawn from Crow Point to Worlds End Promontory |
SA |
Shell fishing |
|
Hingham Bay |
Entire bay, westerly of the seaward boundaries of Hull Bay and Hingham Harbor and of the mouth of the Weir River; and northerly of the mouths of the Weymouth Fore and Weymouth Back rivers; to its northwest and seaward boundary formed by a straight line drawn from the northerly tip of Nut Island, Quincy, to Peddocks Island at the southerly point of West Head, Hull; and from the northeastern point of Peddocks Island, Hull, to Windmill Point, Hull |
SB |
Shell fishing |
|
Hull Bay |
Entire bay, its western and seaward boundary formed by straight lines drawn from Windmill Point, Hull, to Bumkin Island (Bumpkin Island), Hingham; and from the easterly point of Bumkin Island to the westerly point of Sunset Point, Hull |
SB |
Shell fishing |
|
Other coastal and marine waters |
In the Boston Harbor Drainage Area |
SB |
Shell fishing |
|
Aberjona River |
Source in Woburn to outlet of Mishawum Lake |
9.5 - 5.9 |
B |
Warm Water |
Outlet of Mishawum Lake to inlet of Upper Mystic Lake |
5.9 - 0.0 |
B |
Warm Water |
|
Upper Mystic Lake |
Entire lake, Winchester/Arlington /Medford |
B |
Warm Water |
|
Lower Mystic Lake |
Entire lake, Arlington/Medford |
B |
Warm Water |
|
Mystic River |
From outlet of Lower Mystic Lake to Amelia Earhart Dam, Somerville/Everett Amelia Earhart Dam, Somerville/Everett to its mouth at Boston Inner Harbor, Chelsea/ Charlestown |
7.4 - 2.0 2.0 - 0.0 |
B SB(CSO) |
Warm Water CSO1 Shell fishing |
Malden River |
Entire length, Everett/Malden/Medford |
1.9 - 0.0 |
B |
Warm Water |
Alewife Brook |
Entire length, source in Cambridge to confluence with Mystic River, Arlington/Somerville |
B |
Warm Water CSO2 |
|
Little River |
The portion of the Little River, formerly included as part of Alewife Brook, beginning 2,800 feet (approximately 0.5 miles) upstream of the confluence with Alewife Brook, Cambridge, to the confluence with Alewife Brook, Cambridge |
B |
Warm Water CSO3 |
|
Horn Pond |
Entire pond to outlet in Woburn |
B |
Warm Water |
|
Belle Isle Inlet |
Entire inlet and those tributaries thereto4, Boston/Winthrop |
SA |
Shell fishing ORW |
|
North Reservoir |
Entire reservoir to outlet in Winchester and those tributaries thereto |
A |
PWS ORW |
|
Middle Reservoir |
Entire reservoir to outlet in Medford and those tributaries thereto |
A |
PWS ORW |
|
South Reservoir |
Entire reservoir to outlet in Medford and those tributaries thereto |
A |
PWS ORW |
|
Fresh Pond |
Entire pond to outlet in Cambridge and those tributaries thereto |
A |
PWS ORW |
|
Neponset Reservoir |
Entire reservoir to outlet into Crackrock Pond, Foxborough |
B |
Warm Water High Quality Water |
|
Neponset River |
From outlet of Neponset Reservoir, Foxborough, to confluence with Mother Brook, Boston (inclusive of Crackrock Pond) |
B |
Warm Water |
|
From confluence with Mother Brook, Boston, to Milton Lower Falls Dam (Neponset River Baker Chocolate Dam, NAT ID: MA0193), Milton/Boston |
7.9 - 4.2 |
B |
Warm Water |
|
Tidal portion, from Milton Lower Falls Dam (Neponset River Baker Chocolate Dam, NAT ID: MA0193), Milton/Boston to its mouth at Dorchester Bay, Boston/Quincy |
4.2 - 0.0 |
SB |
Shell fishing |
|
Weymouth Fore River |
Entire river to its mouth at Hingham Bay formed by a straight line between Lower Neck, Weymouth and Wall Street on Houghs Neck, Quincy |
SB, B5 |
Shell fishing6 Warm Water6 |
|
Weymouth Back River |
From the base of the fish ladder north of Commercial Street, Weymouth, to its mouth at Hingham Bay formed by a straight line between Lower Neck, Weymouth and Wompatuck Road, Hingham7 |
SA, B5 |
Shell fishing6 Warm Water6 ORW |
|
Weir River |
From confluence of Crooked Meadow River and Fulling Mill Brook to its mouth at Hingham Bay8 formed by a straight line from the northerly point of Worlds End, Hingham, to Nantasket Road near Beech Avenue, Hull |
SA, B5 |
Shell fishing6 ORW |
|
Fresh River |
Entire river in Weymouth/Hingham7, to confluence with the Weymouth Back River |
SA, B5 |
Warm Water6 |
|
Cranberry Brook |
From the outlet of Cranberry Pond, Braintree, to confluence with the Cochato River, Braintree9 |
B |
ORW |
|
Cranberry Pond |
Entire pond to outlet in Braintree9 |
B |
ORW |
|
Bouve Pond |
Entire pond in Hingham7 |
B |
Warm Water ORW |
|
Brewer Pond |
Entire pond in Hingham7 |
B |
Warm Water ORW |
|
Straits Pond |
Entire pond in Hull and Cohasset8 |
B |
Warm Water ORW |
|
Great Pond |
Entire pond to outlet in Braintree and those tributaries thereto |
A |
PWS ORW |
|
Upper Reservoir of Great Pond |
Entire reservoir to outlet in Braintree and those tributaries thereto |
A |
PWS ORW |
|
Whitmans Pond |
Entire pond to outlet in Weymouth and those tributaries thereto |
A |
PWS ORW |
|
Richardi Reservoir |
Entire reservoir to outlet in Braintree and those tributaries thereto |
A |
PWS ORW |
|
Weymouth Great Pond (Great Pond) |
Entire pond to outlet in Weymouth and those tributaries thereto |
A |
PWS ORW |
|
Accord Pond |
Entire pond to outlet in Hingham and those tributaries thereto |
A |
PWS ORW |
|
Accord Brook |
From outlet of Accord Pond, Hingham, to water supply intake, Hingham, and those tributaries thereto |
A |
PWS ORW |
*Acronyms:
ACEC = Area of Critical Environmental Concern
CSO = Combined Sewer Overflow
ORW = Outstanding Resource Water
PWS = Public Water Supply
[DAGGER] Names cited in parentheses are unofficial, locally-used names.
[DOUBLE DAGGER] Mile Point values represent the approximate distance in miles of each end of a given surface water or segment from its mouth (assigned a value of "0"). Mile Points are provided where available for convenience in locating the upstream and downstream ends of segments. Narrative descriptions of surface water or segment boundaries, however, always control over boundaries based upon Mile Points.
1 Discharges from the jointly-permitted Massachusetts Water Resources Authority and City of Somerville CSO 007a (also known as MWR205a) within this segment are subject to a variance titled, 'Final Determination to Adopt a Variance for Combined Sewer Overflow Discharges to Alewife Brook/Upper Mystic River Basin', effective through 8-31-2024 and available on MassDEP's website.
2 Discharges from multiple CSOs permitted through the Massachusetts Water Resources Authority, the City of Somerville, and the City of Cambridge within this segment are subject to a variance titled, 'Final Determination to Adopt a Variance for Combined Sewer Overflow Discharges to Alewife Brook/Upper Mystic River Basin', effective through 8-31-2024 and available on MassDEP's website.
3 Discharges from Massachusetts Water Resources Authority's CSO MWR003 within this segment are subject to a variance titled, 'Final Determination to Adopt a Variance for Combined Sewer Overflow Discharges to Alewife Brook/Upper Mystic River Basin', effective through 8-31-2024 and available on MassDEP's website.
4 Note that all or a portion of this surface water is within the Rumney Marshes ACEC.
5 Coastal and marine waters Class SA or SB as designated; fresh waters Class B.
6 Shell fishing applies to coastal and marine waters only; warm water applies to fresh waters only.
7 Note that all or a portion of this surface water is within the Weymouth Back River ACEC.
8 Note that all or a portion of this surface water is within the Weir River ACEC.
9 Note that all or a portion of this surface water is within the Cranberry Brook Watershed ACEC.
TABLE 3 BUZZARDS BAY COASTAL DRAINAGE AREA* |
||||
Surface Water Name [DAGGER] |
Surface Water or Segment Boundary |
Mile Point [DOUBLE DAGGER] |
Class |
Qualifiers |
Cape Cod Canal |
The portion of the canal in Sandwich |
SB |
Shell fishing |
|
The portion of the canal in Bourne |
SB |
Shell fishing |
||
Buttermilk Bay |
Entire bay in Bourne/Plymouth |
SA |
Shell fishing |
|
Onset Bay |
Entire bay in Wareham |
SA |
Shell fishing |
|
Pocasset River1 |
SA |
Shell fishing ORW |
||
Agawam River |
Source to Wareham POTW discharge |
Above 2.2 |
B |
Warm Water High Quality Water |
From Wareham POTW discharge to confluence with the Wareham River |
2.2 - 0.0 |
SB |
Shell fishing |
|
Wareham River |
Entire length, from confluence of Wankinko and Agawam Rivers at Route 6 bridge, Wareham to confluence with Buzzards Bay, Wareham (inclusive of Marks Cove) |
SA |
Shell fishing High Quality Water |
|
Weweantic River |
Source to outlet of Horseshoe Pond |
Above 4.4 |
B |
Warm Water High Quality Water |
From the outlet of Horseshoe Pond to confluence with Buzzards Bay |
4.4 - 0.0 |
SA |
Shell fishing High Quality Water |
|
Sippican River |
Source to County Road, Marion/Wareham |
Above 2.1 |
B |
Warm Water High Quality Water |
From County Road, Marion/Wareham to confluence with the Weweantic River |
2.1 - 0.0 |
SA |
Shell fishing High Quality Water |
|
Sippican Harbor |
Entire harbor |
SA |
Shell fishing |
|
Aucoot Cove |
Entire cove |
SA |
Shell fishing |
|
Mattapoisett Harbor |
Entire harbor |
SA |
Shell fishing |
|
Nasketucket Bay |
Entire bay |
SA |
Shell fishing |
|
New Bedford Reservoir |
Entire reservoir |
B |
Warm Water High Quality Water |
|
Acushnet River |
From outlet of New Bedford Reservoir to Tarkiln Hill Road/Main Street, New Bedford/Acushnet From Tarkiln Hill Road/Main Street, New Bedford/Acushnet to Rt. 6, New Bedford/ Fairhaven |
7.0 - 3.3 3.3 - 0.0 |
B SB |
Warm Water High Quality Water Shell fishing CSO |
Inner New Bedford Harbor |
1.2 - 0.0 |
SB |
Shell fishing CSO |
|
Outer New Bedford Harbor |
Entire harbor |
SA |
Shell fishing |
|
Clarks Cove |
New Bedford/Dartmouth |
SA |
Shell fishing CSO |
|
Apponagansett Bay |
New Bedford/Dartmouth |
SA |
Shell fishing |
|
Slocums River |
From confluence with the Paskamanset River, Dartmouth, to confluence with Buzzards Bay, Dartmouth |
SA |
Shell fishing High Quality Water |
|
Westport River, East Branch |
From the outlet of Noquochoke Lake to Old County Road, Westport |
12.0 - 10.0 |
B |
Warm Water High Quality Water |
From Old County Road, Westport to confluence with Westport Harbor and Horseneck Channel |
10.0 - 0.0 |
SB |
Shell fishing High Quality Water |
|
Westport River, West Branch |
Entire length |
SA |
Shell fishing High Quality Water |
|
Freeman Pond |
Entire pond in Bourne1 |
SA, B2 |
Warm Water3 ORW |
|
Mill Pond |
Entire pond in Bourne1 |
SA, B2 |
Warm Water3 ORW |
|
Shop Pond |
Entire pond in Bourne1 |
SA, B2 |
Warm Water3 ORW |
|
Upper Pond |
Entire pond in Bourne1 |
SA, B2 |
Warm Water3 ORW |
|
Copicut Reservoir |
Entire reservoir to outlet in Fall River and Dartmouth and those tributaries thereto |
A |
PWS ORW |
|
Sand Pond Reservoir |
Entire reservoir to outlet in Wareham and those tributaries thereto |
A |
PWS ORW |
*Acronyms:
CSO = Combined Sewer Overflow
ORW = Outstanding Resource Water
PWS = Public Water Supply
[DAGGER] Names cited in parentheses are unofficial, locally-used names.
[DOUBLE DAGGER] Mile Point values represent the approximate distance in miles of each end of a given surface water or segment from its mouth (assigned a value of "0"). Mile Points are provided where available for convenience in locating the upstream and downstream ends of segments. Narrative descriptions of surface water or segment boundaries, however, always control over boundaries based upon Mile Points.
1 Note that all or a portion of these surface waters are within the Pocasset River Area of Critical Environmental Concern.
2 Coastal and marine waters Class SA; fresh waters Class B.
3 Warm water applies to fresh waters only.
TABLE 4 CAPE COD COASTAL DRAINAGE AREA* |
||||
Surface Water Name [DAGGER] |
Surface Water or Segment Boundary |
Mile Point [DOUBLE DAGGER] |
Class |
Qualifiers |
Scorton Harbor |
Entire harbor |
SA |
Shell fishing |
|
Scorton Creek |
Source in Sandwich to confluence with Scorton Harbor and those tributaries thereto |
SA, B1 |
Shell fishing2 |
|
Barnstable Harbor |
Entire area, excluding Freezer Point and the developed marina3 |
SA |
Shell fishing ORW |
|
Broad Sound |
Entire sound |
SA |
Shell fishing |
|
Bass Creek |
Entire creek |
SA |
Shell fishing |
|
Brickyard Creek |
Entire creek |
SA, B1 |
Shell fishing2 |
|
Mill Creek |
Entire creek |
SA |
Shell fishing |
|
Wells Creek |
Entire creek |
SA |
Shell fishing |
|
Namskaket Creek |
Entire creek4 |
SA, B1 |
Shell fishing2 ORW |
|
Little Namskaket Creek |
Entire creek4 |
SA, B1 |
Shell fishing2 ORW |
|
Rock Harbor Creek |
Entire creek4 |
SA, B1 |
Shell fishing2 ORW |
|
Boat Meadow River |
Entire river4 |
SA, B1 |
Shell fishing2 ORW |
|
Herring River |
Entire river4 |
SA, B1 |
Shell fishing2 ORW |
|
Pleasant Bay |
Entire bay and those tributaries thereto5 |
SA, B1 |
Shell fishing2 ORW |
|
Ryder Cove |
Portion of the surface water within the Pleasant Bay ACEC, Chatham |
SA |
ORW |
|
Bassing Harbor |
Portion of the surface water within the Pleasant Bay ACEC, Chatham |
SA |
ORW |
|
Frost Fish Creek |
Portion of the surface water within the Pleasant Bay ACEC, Chatham |
SA, B1 |
ORW |
|
Muddy Creek |
Portion of the surface water within the Pleasant Bay ACEC, Chatham |
SA |
ORW |
|
Round Cove |
Portion of the surface water within the Pleasant Bay ACEC, Harwich |
SA |
ORW |
|
Namequoit River |
Portion of the surface water within the Pleasant Bay ACEC, Orleans |
SA |
ORW |
|
The River |
Portion of the surface water within the Pleasant Bay ACEC, Orleans |
SA |
ORW |
|
The Horseshoe |
Portion of the surface water within the Pleasant Bay ACEC, Orleans |
SA |
ORW |
|
The Narrows |
Portion of the surface water within the Pleasant Bay ACEC, Orleans |
SA |
ORW |
|
Frostfish Cove |
Portion of the surface water within the Pleasant Bay ACEC, Orleans |
SA |
ORW |
|
Hog Island Creek |
Portion of the surface water within the Pleasant Bay ACEC, Orleans |
SA |
ORW |
|
Broad Creek |
Portion of the surface water within the Pleasant Bay ACEC, Orleans |
SA |
ORW |
|
Waquoit Bay |
Entire bay and those tributaries thereto6 |
SA, B1 |
Shell fishing2 ORW |
|
Childs River |
Portion of the surface water within the Waquoit Bay ACEC, Falmouth |
SA, B1 |
ORW |
|
Quashnet River |
Portion of the surface water within the Waquoit Bay ACEC, Falmouth |
SA, B1 |
ORW |
|
Red Brook |
Portion of the surface water within the Waquoit Bay ACEC, Mashpee |
SA, B1 |
ORW |
|
Falmouth Inner Harbor |
Falmouth |
SB |
Shell fishing |
|
Herring Pond (Coles Pond) |
Entire pond in Eastham4 |
SA, B1 |
Warm Water2 ORW |
|
Cedar Pond |
Entire pond in Orleans4 |
SA, B1 |
Warm Water2 ORW |
|
Stillwater Pond |
Entire pond in Chatham5 |
B |
Warm Water ORW |
|
Lovers Lake |
Entire lake in Chatham5 |
B |
Warm Water ORW |
|
Mill Pond |
Entire pond in Chatham/East Harwich5 |
B |
Warm Water ORW |
|
Ministers Pond |
Entire pond in Chatham5 |
B |
Warm Water ORW |
|
Crows Pond |
Entire pond in Chatham5 |
SA |
ORW |
|
Pilgrim Lake (Dean Sparrows Pond) |
Entire lake in Orleans5 |
B |
Warm Water ORW |
|
Quanset Pond |
Entire pond in Orleans5 |
SA |
ORW |
|
Crystal Lake (Fresh Pond) |
Entire lake in Orleans5 |
B |
Warm Water ORW |
|
Paw Wah Pond |
Entire pond in Orleans5 |
SA |
ORW |
|
Uncle Seths Pond |
Entire pond in Orleans5 |
B |
Warm Water ORW |
|
Sarahs Pond |
Entire pond in Orleans5 |
B |
Warm Water ORW |
|
Areys Pond |
Entire pond in Orleans5 |
SA |
ORW |
|
Gould Pond |
Entire pond in Orleans5 |
B |
Warm Water ORW |
|
Kescayo Gansett Pond |
Entire pond in Orleans5 |
SA |
ORW |
|
Meeting House Pond |
Entire pond in Orleans5 |
SA |
ORW |
|
Bourne Pond |
Entire pond in Falmouth6 |
B |
Warm Water ORW |
|
Bog Pond |
Entire pond in Falmouth6 |
SA, B1 |
Warm Water2 ORW |
|
Caleb Pond |
Entire pond in Falmouth6 |
SA |
ORW |
|
Hamblin Pond |
Entire pond in Falmouth/Mashpee6 |
SA |
ORW |
|
Flat Pond |
Entire pond in Mashpee6 |
SA, B1 |
Warm Water2 ORW |
|
Jehu Pond |
Entire pond in Mashpee6 |
SA |
ORW |
|
Jim Pond |
Entire pond in Mashpee6 |
B |
Warm Water ORW |
|
Lily Pond (Little Flat Pond) |
Entire pond in Mashpee6 |
SA, B1 |
Warm Water2 ORW |
|
Sage Lot Pond |
Entire pond in Mashpee6 |
SA |
ORW |
|
Witch Pond |
Entire pond in Mashpee6 |
B |
Warm Water ORW |
|
Long Pond (Long Pond Reservoir) |
Entire pond to outlet in Falmouth and those tributaries thereto |
A |
PWS ORW |
|
Atlantic Ocean and other surface waters within/bordering the Cape Cod National Seashore |
Waters within and adjacent (within 1,000 feet seaward of mean low water) to the Cape Cod National Seashore |
SA, B1 |
Shell fishing2 ORW |
* Acronyms:
ACEC = Area of Critical Environmental Concern
ORW = Outstanding Resource Water
PWS = Public Water Supply
[DAGGER] Names cited in parentheses are unofficial, locally-used names.
[DOUBLE DAGGER] Mile Point values represent the approximate distance in miles of each end of a given surface water or segment from its mouth (assigned a value of "0"). Mile Points are provided where available for convenience in locating the upstream and downstream ends of segments. Narrative descriptions of surface water or segment boundaries, however, always control over boundaries based upon Mile Points.
1 Coastal and marine waters Class SA; fresh waters Class B.
2 Shell fishing applies to marine and coastal waters only; warm water applies to fresh waters only.
3 Note that all or a portion of this surface water is within the Sandy Neck Barrier Beach System ACEC.
4 Note that all or a portion of this surface water is within the Inner Cape Cod Bay ACEC.
5 Note that all or a portion of this surface water is within the Pleasant Bay ACEC.
6 Note that all or a portion of this surface water is within the Waquoit Bay ACEC.
TABLE 5 CHARLES RIVER BASIN* |
||||
Charles River |
Source to Dilla Street, Milford and those tributaries thereto |
78.2 - 75.8 |
A |
PWS ORW |
From Dilla Street, Milford to Milford POTW discharge |
75.8 - 72.7 |
B |
Aquatic Life |
|
From Milford POTW discharge to outlet of Populatic Pond, Medway |
72.7 - 58.2 |
B |
Warm Water |
|
From outlet of Populatic Pond, Medway, to South Natick Dam |
58.2 - 40.3 |
B |
Warm Water |
|
From South Natick Dam to Watertown Dam |
40.3 - 9.1 |
B |
Warm Water |
|
From Watertown Dam to BU Bridge |
9.1 - 3.0 |
B |
Warm Water CSO1 |
|
From BU Bridge to its mouth at the New Charles River Dam (inclusive of Charles River Basin) |
3.0 - 0.0 |
B |
Warm Water CSO2 |
|
Muddy River |
Entire length |
2.7 - 0.0 |
B(CSO) |
Warm Water |
Mine Brook |
Source to former Franklin POTW discharge |
7.2 - 4.0 |
B |
Warm Water High Quality Water |
From former Franklin POTW discharge to confluence with the Charles River, Franklin |
4.0 - 0.0 |
B |
Warm Water |
|
Unnamed tributary (Sugar Brook) |
Source in Millis to confluence with the Charles River, Millis |
B |
Warm Water High Quality Water |
|
Stony Brook Reservoir (Turtle Pond) |
Entire reservoir to outlet in Weston/Waltham and those tributaries thereto |
A |
PWS ORW |
|
Cambridge Reservoir (Hobbs Brook Upper and Lower Reservoirs) |
Entire reservoir to outlet in Waltham and those tributaries thereto (this reservoir is a "feeder" to Fresh Pond, Cambridge) |
A |
PWS ORW |
|
Sandy Pond (Flint's Pond) |
Entire pond to outlet in Lincoln and those tributaries thereto |
A |
PWS ORW |
|
Echo Lake |
Entire lake to outlet in Hopkinton and those tributaries thereto |
A |
PWS ORW |
|
Louisa Lake |
Entire lake to outlet in Milford and those tributaries thereto |
A |
PWS ORW |
|
Shepards Brook |
Source in Franklin to confluence with Charles River, Franklin |
B |
Cold Water |
* Acronyms:
CSO = Combined Sewer Overflow
ORW = Outstanding Resource Water
PWS = Public Water Supply
[DAGGER] Names cited in parentheses are unofficial, locally-used names.
[DOUBLE DAGGER] Mile Point values represent the approximate distance in miles of each end of a given surface water or segment from its mouth (assigned a value of "0"). Mile Points are provided where available for convenience in locating the upstream and downstream ends of segments. Narrative descriptions of surface water or segment boundaries, however, always control over boundaries based upon Mile Points.
1 Discharges from the City of Cambridge's CSOs within this segment are subject to a variance titled, 'Final Determination to Adopt a Variance for Combined Sewer Overflow Discharges to the Charles River Basin', effective through 8-31-2024 and available on MassDEP's website.
2 Discharges from the Massachusetts Water Resources Authority's and the City of Cambridge's CSOs within this segment are subject to a variance titled, 'Final Determination to Adopt a Variance for Combined Sewer Overflow Discharges to the Charles River Basin', effective through 8-31-2024 and available on MassDEP's website.
TABLE 6 CHICOPEE RIVER BASIN* |
|||||
Surface Water Name[DAGGER] |
Surface Water or Segment Boundary |
Mile Points[DOUBLE DAGGER] |
Class |
Qualifiers |
|
Ware River |
Source to MDC intake and those tributaries thereto |
34.0 - 29.1 |
A |
PWS ORW |
|
From MDC intake to dam at South Barre |
29.1 - 27.3 |
B |
Cold Water High Quality Water |
||
From dam at South Barre to confluence with Quaboag River |
27.3 - 0.0 |
B |
Warm Water |
||
Prince River |
Source in Barre to confluence with the Ware River, Barre |
B |
Cold Water High Quality Water |
||
Swift River |
From Winsor Dam, Ware/Belchertown, to confluence with Ware River, Palmer |
9.8 - 0.0 |
B |
Cold Water |
|
Sevenmile River |
Source to confluence with Cranberry River |
8.6 - 2.4 |
B |
Warm Water High Quality Water |
|
From confluence with Cranberry River to confluence with East Brookfield River |
2.4 - 0.0 |
B |
Warm Water |
||
East Brookfield River |
Entire length, East Brookfield |
2.2 - 0.0 |
B |
Warm Water |
|
Quaboag River |
Source to Rt. 67 |
24.9 - 19.2 |
B |
Warm Water |
|
Rt. 67 to Warren POTW discharge |
19.2 - 13.1 |
B |
Warm Water |
||
From Warren POTW discharge to confluence with Ware River |
13.1 - 0.0 |
B |
Warm Water |
||
Forget-Me-Not Brook |
Source to North Brookfield POTW discharge |
B |
Cold Water High Quality Water |
||
From North Brookfield POTW discharge to confluence with Dunn Brook |
B |
Warm Water |
|||
Dunn Brook |
From confluence with Forget-Me-Not Brook to confluence with the Quaboag River |
2.4 - 0.0 |
B |
Warm Water |
|
Chicopee Brook |
Entire length, Monson |
B |
Cold Water |
||
Chicopee River |
Confluence of Ware and Quaboag Rivers to confluence with the Connecticut River |
17.9 - 0.0 |
B |
Warm Water CSO |
|
Lake Mattawa (North Pond Brook Reservoir) |
Entire lake to outlet in Orange and those tributaries thereto |
A |
PWS ORW |
||
Allen Hill Reservoir (Barre Town Reservoir) |
Entire reservoir to outlet in Barre and those tributaries thereto |
A |
PWS ORW |
||
Ludlow Reservoir (Springfield Reservoir) |
Entire reservoir to outlet in Ludlow and those tributaries thereto |
A |
PWS ORW |
||
Doane Pond |
Entire pond to outlet in North Brookfield and those tributaries thereto |
A |
PWS ORW |
||
Horse Pond (North Pond) |
Entire pond and those tributaries thereto |
A |
PWS ORW |
||
Palmer Reservoir (Graves Brook Upper Reservoir) |
Entire reservoir to outlet in Palmer and those tributaries thereto |
A |
PWS ORW |
||
Shaw Pond |
Entire pond to outlet in Leicester and those tributaries thereto |
A |
PWS ORW |
||
Mare Meadow Reservoir |
Entire reservoir to outlet in Hubbardston and those tributaries thereto |
A |
PWS ORW |
||
Bickford Pond |
Entire pond to outlet in Hubbardston and those tributaries thereto |
A |
PWS ORW |
||
Palmer Reservoir (Unnamed Reservoir, Graves Brook Lower Reservoir, Palmer Lower Reservoir) |
Entire reservoir to outlet in Palmer and those tributaries thereto |
A |
PWS ORW |
||
Quabbin Reservoir |
Entire reservoir to outlet in Ware and those tributaries thereto |
A |
PWS ORW |
||
Bradish Brook |
Source in West Brookfield to inlet of Wickaboag Pond, West Brookfield |
B |
Cold Water |
||
Cadwell Brook |
Source in Wilbraham to confluence with Twelvemile Brook, Wilbraham |
B |
Cold Water |
||
Cadwell Creek |
Source in Pelham to inlet of Quabbin Reservoir, Belchertown |
A |
Cold Water PWS ORW |
||
Camel Brook |
Source in Shutesbury to confluence with West Branch Swift River, Shutesbury |
A |
Cold Water PWS ORW |
||
Cobb Brook |
Source in Shutesbury to inlet of Quabbin Reservoir, Shutesbury |
A |
Cold Water PWS ORW |
||
Pinnacle Creek |
Source in Monson to confluence with Twelvemile Brook, Monson |
B |
Cold Water |
||
Popple Camp Brook |
Source in Phillipston to confluence with East Branch Swift River, Phillipston |
A |
Cold Water PWS ORW |
||
Rocky Run |
Source in Shutesbury to confluence with West Branch Swift River, Shutesbury |
A |
Cold Water PWS ORW |
||
Smith Brook |
Source in Barre to confluence with Prince River, Barre |
B |
Cold Water |
||
Turkey Brook |
Source in Brimfield to confluence with Penny Brook, Brimfield |
B |
Cold Water |
||
Underhill Brook |
Source in New Salem to inlet of Quabbin Reservoir, New Salem |
A |
Cold Water PWS ORW |
* Acronyms:
CSO = Combined Sewer Overflow
MDC = Massachusetts District Commission
ORW = Outstanding Resource Water
PWS = Public Water Supply
[DAGGER] Names cited in parentheses are unofficial, locally-used names.
[DOUBLE DAGGER] Mile Point values represent the approximate distance in miles of each end of a given surface water or segment from its mouth (assigned a value of "0"). Mile Points are provided where available for convenience in locating the upstream and downstream ends of segments. Narrative descriptions of surface water or segment boundaries, however, always control over boundaries based upon Mile Points.
TABLE 7 CONNECTICUT RIVER BASIN* |
||||
Surface Water Name [DAGGER] |
Surface Water or Segment Boundary |
Mile Point [DOUBLE DAGGER] |
Class |
Qualifiers |
Connecticut River |
From MA-NH-VT state line to Turner's Falls Dam |
138.2 - 123.4 |
B |
Warm Water |
From Turner's Falls Dam to Holyoke Dam |
123.4 - 85.7 |
B |
Warm Water CSO |
|
Holyoke Dam to MA-CT state line, Longmeadow/Agawam |
85.7 - 69.8 |
B |
Warm Water CSO |
|
Lampson Brook |
From the Belchertown POTW discharge to confluence with Weston Brook |
1.1 - 0.0 |
B |
Warm Water |
Weston Brook |
From confluence with Lampson Brook to inlet of Forge Pond (through which Bachelor Brook flows) |
1.4 - 0.0 |
B |
Warm Water |
Bachelor Brook |
From the inlet of Weston Brook to Forge Pond (through which Bachelor Brook flows) to the confluence with the Connecticut River |
11.3 - 0.0 |
B |
Warm Water |
Atkins Reservoir |
Entire reservoir to outlet in Shutesbury and those tributaries thereto |
A |
PWS ORW |
|
Unnamed reservoir (Amethyst Brook, Hawley/Hill PWS Intake) |
Entire reservoir to outlet in Pelham and tributaries thereto |
A |
PWS ORW |
|
Hawley Reservoir |
Entire reservoir to outlet in Pelham and those tributaries thereto |
A |
PWS ORW |
|
Hill Reservoir |
Entire reservoir to outlet in Pelham and those tributaries thereto |
A |
PWS ORW |
|
Unnamed Reservoir (Running Gutter Brook Reservoir, Hatfield Reservoir) |
Entire reservoir to outlet in Hatfield and those tributaries thereto |
A |
PWS ORW |
|
White Reservoir |
Entire reservoir to outlet in Southampton and those tributaries thereto |
A |
PWS ORW |
|
Tighe Carmody Reservoir (Manhan Reservoir) |
Entire reservoir to outlet in Southampton and those tributaries thereto |
A |
PWS ORW |
|
Whiting Street Reservoir |
Entire reservoir to outlet in Holyoke and those tributaries thereto |
A |
PWS ORW |
|
Green Pond |
Entire pond to outlet in Montague and those tributaries thereto |
A |
PWS ORW |
|
Lake Pleasant |
Entire lake to outlet in Montague and those tributaries thereto |
A |
PWS ORW |
|
Roberts Meadow Reservoir |
Entire reservoir to outlet in Northampton and those tributaries thereto |
A |
PWS ORW |
|
Mountain Street Reservoir |
Entire reservoir to outlet in Williamsburg and those tributaries thereto |
A |
PWS ORW |
|
Unnamed Reservoir (Northampton Reservoir [New], Ryans Reservoir) |
Entire reservoir to outlet in Whately and those tributaries thereto |
A |
PWS ORW |
|
West Whately Reservoir (Northampton Reservoir [Old]) |
Entire reservoir to outlet in Whately and those tributaries thereto |
A |
PWS ORW |
|
Unnamed Reservoir (Louisiana Brook Reservoir, Grandin Reservoir, Upper Reservoir) |
Entire reservoir to outlet in Northfield and those tributaries thereto |
A |
PWS ORW |
|
Lithia Springs Reservoir |
Entire reservoir to outlet in South Hadley and those tributaries thereto |
A |
ORW |
|
Unquomonk Brook Reservoir |
Entire reservoir to outlet in Williamsburg and those tributaries thereto |
A |
ORW |
|
Unnamed Reservoir (Roaring Brook Reservoir) |
Entire reservoir to outlet in Conway and those tributaries thereto |
A |
PWS ORW |
|
Conway Reservoir |
Entire reservoir and those tributaries thereto |
A |
PWS ORW |
|
Mill River |
From Walnut Street Bridge, Springfield, to confluence with the Connecticut River, Springfield |
B |
CSO |
|
Adams Brook |
Source in Shutesbury to confluence with Fort River, Amherst |
B |
Cold Water |
|
Bradford Brook |
Source to confluence with East Branch Mill River, Williamsburg |
B |
Cold Water |
|
Broad Brook |
Entire length (from source in Holyoke to the inlet of Nashawannuck Pond, Easthampton) |
B |
Cold Water |
|
Buffam Brook (Buffum Brook) |
Entire length, Pelham |
B |
Cold Water |
|
Couch Brook |
Source in Leyden to confluence with Fall River, Bernardston |
B |
Cold Water |
|
Day Brook |
Source in Williamsburg to confluence with unnamed tributary to the Mill River, Northampton (such unnamed tributary flowing from the confluence of Roberts Meadow and Clark brooks, Northampton, to the Mill River, Northampton) |
B |
Cold Water |
|
Dean Brook |
Entire length, Shutesbury |
A |
Cold Water PWS ORW |
|
Dry Brook |
Source in Bernardston to confluence with Connecticut River, Gill |
B |
Cold Water |
|
Esther Brook |
Source in Whately to confluence with Mill River, Whately |
B |
Cold Water |
|
Fall River |
From the MA-VT state line, Bernardston, to confluence with the Connecticut River, Greenfield |
B |
Cold Water |
|
Fourmile Brook |
Entire length, Northfield |
B |
Cold Water |
|
Gates Brook |
Entire length, Pelham |
B |
Cold Water |
|
Grass Hill Brook |
Source in Whately to confluence with Beaver Brook, Williamsburg |
B |
Cold Water |
|
Goddard Brook |
Source in Montague to confluence with Sawmill River, Montague |
B |
Cold Water |
|
Hearthstone Brook |
Source in Pelham to confluence with Adams Brook, Amherst |
B |
Cold Water |
|
Hannigan Brook |
Source in Montague to inlet of Lake Pleasant, Montague |
A |
Cold Water PWS ORW |
|
Harris Brook |
Source in Pelham to the outlet of Intake Reservoir Dam, Pelham (inclusive of the Hawley Reservoir and the Amethyst Brook Hawley/Hill PWS Intake, also listed separately) |
A |
Cold Water PWS ORW |
|
From the outlet of Intake Reservoir Dam, Pelham to confluence with Amethyst Brook, Pelham |
B |
Cold Water |
||
Joe Wright Brook |
Entire length, Williamsburg |
B |
Cold Water |
|
Manhan River, North Branch |
Source in Chesterfield to confluence with the Manhan River |
B |
Cold Water |
|
Meekin Brook |
Source in Chesterfield to confluence with West Branch Mill River, Williamsburg |
B |
Cold Water |
|
Mill Brook |
Entire length (from the outlet of Stevens Swamp Dam, Warwick, to confluence with the Connecticut River, Northfield) |
B |
Cold Water |
|
Mill River, East Branch |
Source in Williamsburg to confluence with the Mill River, Williamsburg |
B |
Cold Water |
|
Mill River, West Branch |
From East St., Goshen, to confluence with Meekin Brook, Williamsburg |
B |
Cold Water |
|
Millers Brook |
Source in Northfield to confluence with Connecticut River, Northfield |
B |
Cold Water |
|
Mohawk Brook |
Source in Sunderland to confluence with Connecticut River, Hadley |
B |
Cold Water |
|
Moose Brook |
Entire length, Southampton |
B |
Cold Water |
|
Mountain Brook |
Source in Leverett to confluence with Doolittle Brook, Leverett |
B |
Cold Water |
|
Nurse Brook |
Entire length, Shutesbury |
A |
Cold Water PWS ORW |
|
Spaulding Brook |
Source in Montague to confluence with Sawmill River, Montague |
B |
Cold Water |
|
Red Brook |
Source in Wendell to confluence with Sawmill River, Leverett |
B |
Cold Water |
|
Rice Brook |
Entire length, Westhampton |
B |
Cold Water |
|
Roaring Brook |
Source in Conway to South Deerfield Water Supply Dam, Whately |
A |
Cold Water PWS ORW |
|
From South Deerfield Water Supply Dam, Whately, to confluence with Mill River, Whately |
B |
Cold Water |
||
Rogers Brook |
Entire length, Goshen |
B |
Cold Water |
|
Sacket Brook |
Entire length, Montgomery |
B |
Cold Water |
|
Sawmill River |
From Dudleyville Road, Leverett, to confluence with the Connecticut River, Montague |
B |
Cold Water |
|
Scarboro Brook |
Entire length, Belchertown |
B |
Cold Water |
|
Schneelock Brook |
Entire length, Springfield |
B |
Cold Water |
|
Schoolhouse Brook |
Entire length, West Springfield/Holyoke |
B |
Cold Water |
|
Shattuck Brook |
Entire length, Leyden/Bernardston |
B |
Cold Water |
|
Sodom Brook |
Entire length, Westhampton |
B |
Cold Water |
|
Tripple Brook |
Entire length, Southampton |
B |
Cold Water |
|
West Brook |
Entire length (from the outlet of West Whately Reservoir Dam, Whately, to confluence with the Mill River, Hatfield) |
B |
Cold Water |
|
Williams Brook |
Source in Wendell to confluence with Sawmill River, Leverett |
B |
Cold Water |
* Acronyms:
CSO = Combined Sewer Overflow
ORW = Outstanding Resource Water
PWS = Public Water Supply
[DAGGER] Names cited in parentheses are unofficial, locally-used names.
[DOUBLE DAGGER] Mile Point values represent the approximate distance in miles of each end of a given surface water or segment from its mouth (assigned a value of "0"). Mile Points are provided where available for convenience in locating the upstream and downstream ends of segments. Narrative descriptions of surface water or segment boundaries, however, always control over boundaries based upon Mile Points.
TABLE 8 DEERFIELD RIVER BASIN* |
||||
Surface Water Name [DAGGER] |
Surface Water or Segment Boundary |
Mile Point [DOUBLE DAGGER] |
Class |
Qualifiers |
Deerfield River |
From the MA-VT state line, Monroe/Rowe, to confluence with the North River, Charlemont |
42.9 - 18.2 |
B |
Cold Water |
From confluence with the North River, Charlemont, to confluence with the Connecticut River, Greenfield/Deerfield |
18.2 - 0.0 |
B |
Warm Water |
|
West Branch North River |
From source in Heath to confluence with the North River, Colrain |
B |
Cold Water High Quality Water |
|
East Branch North River |
From the MA-VT state line, Colrain, to confluence with the North River, Colrain |
B |
Cold Water High Quality Water |
|
North River |
From confluence of East and West Branches of the North River, Colrain, to the treatment works discharge, Colrain, located approximately 0.3 river miles south of the Adamsville Road and Route 112 intersection |
3.1 - 2.7 |
B |
Cold Water High Quality Water |
From the treatment works discharge, Colrain, located approximately 0.3 river miles south of the Adamsville Road and Route 112 intersection, to confluence with the Deerfield River, Charlemont/Shelburne/Buckland |
2.7 - 0.0 |
B |
Cold Water |
|
Green River |
From the MA-VT state line to Green River water supply intake and tributaries thereto |
14.5 - 8.4 |
A |
Cold Water PWS High Quality Water ORW |
From Green River water supply intake to the Greenfield POTW's former discharge |
8.4 - 0.6 |
B |
Cold Water High Quality Water |
|
From the Greenfield POTW's former discharge to confluence with the Deerfield River |
0.6 - 0.0 |
B |
Cold Water |
|
Highland Springs Reservoir (Upper Reservoir) |
Entire reservoir to outlet in Ashfield and those tributaries thereto |
A |
PWS ORW |
|
Unnamed Reservoir (Mountain Spring Reservoir or Mountain Brook Reservoir) |
Entire reservoir to outlet in Colrain and those tributaries thereto |
A |
PWS ORW |
|
Greenfield Reservoir (Leyden Glen Reservoir, Glen Brook Upper Reservoir) |
Entire reservoir to outlet in Leyden and those tributaries thereto |
A |
PWS ORW |
|
Fox Brook Reservoir |
Entire reservoir to outlet in Colrain and those tributaries thereto |
A |
PWS ORW |
|
Phelps Brook Reservoir |
Entire reservoir to outlet in Monroe and those tributaries thereto |
A |
PWS ORW |
|
Albee Brook |
Entire length, Hawley/Charlemont |
B |
Cold Water |
|
Avery Brook |
Entire length, Heath/Charlemont |
B |
Cold Water |
|
Bear River |
Entire length, Ashfield/Conway |
B |
Cold Water |
|
Bear Swamp Outflow |
Entire length, Rowe |
B |
Cold Water |
|
Black Brook |
Entire length, Savoy |
B |
Cold Water |
|
Bozrah Brook |
Entire length, Hawley/Charlemont |
B |
Cold Water |
|
Brown Brook |
Source in Savoy to confluence with Chickley River, Savoy |
B |
Cold Water |
|
Burrington Brook |
Source in Heath to confluence with West Branch Brook, Heath |
B |
Cold Water |
|
Cary Brook |
Source in Colrain to confluence with West Branch North River, Colrain |
B |
Cold Water |
|
Cascade Brook |
Source in Florida to confluence with Deerfield River, Florida |
B |
Cold Water |
|
Chapel Brook |
Entire length, Ashfield/Conway |
B |
Cold Water |
|
Chickley River |
Entire length (from source in Savoy to confluence with the Deerfield River, Charlemont) |
B |
Cold Water |
|
Clesson Brook |
Source in Hawley to confluence with Deerfield River, Buckland |
B |
Cold Water |
|
Cold River |
Entire length (from source in Florida to confluence with the Deerfield River, Charlemont) |
B |
Cold Water |
|
Cooley Brook |
Source in Hawley to confluence with Clesson Brook, Buckland |
B |
Cold Water |
|
Creamery Brook |
Entire length, Ashfield |
B |
Cold Water |
|
Dickenson Brook |
Source in Heath to confluence with West Branch Brook, Heath |
B |
Cold Water |
|
Drakes Brook |
Entire length (from source in Buckland to confluence with Bear River, Conway) |
B |
Cold Water |
|
Dunbar Brook |
From the MA-VT state line, Florida, to confluence with the Deerfield River, Monroe |
B |
Cold Water |
|
Fife Brook |
Entire length, Monroe/Florida |
B |
Cold Water |
|
First Brook |
Entire length, Buckland |
B |
Cold Water |
|
Foundry Brook |
Source in Colrain to confluence with East Branch North River, Colrain |
B |
Cold Water |
|
Fuller Brook |
Source in Hawley to confluence with Chickley River, Hawley |
B |
Cold Water |
|
Hartwell Brook |
Source in Charlemont to confluence with Deerfield River, Charlemont |
B |
Cold Water |
|
Hawkes Brook |
Entire length, Shelburne |
B |
Cold Water |
|
Hinsdale Brook |
From source in Colrain to confluence with Punch Brook, Greenfield |
B |
Cold Water |
|
Houghton Brook |
Source in Colrain to confluence with North River, Colrain |
B |
Cold Water |
|
Hunt Brook |
Source in Florida to confluence with Fife Brook, Florida |
B |
Cold Water |
|
Johnny Bean Brook |
Source in Conway to confluence with South River, Conway |
B |
Cold Water |
|
Kinsman Brook |
Entire length, Heath |
B |
Cold Water |
|
Manning Brook |
Source in Florida to confluence with Cold River, Florida |
B |
Cold Water |
|
Mccard Brook |
Source in Leyden to confluence with Mill Brook, Greenfield |
B |
Cold Water |
|
Mill Brook (2) |
Entire length, Heath/Charlemont |
B |
Cold Water |
|
Mill Brook (3) |
Entire length, Hawley |
B |
Cold Water |
|
Miller Brook |
Source in Colrain to confluence with Borden Brook, Colrain |
A |
Cold Water PWS ORW |
|
Maxwell Brook |
Entire length, Rowe/Charlemont |
B |
Cold Water |
|
North Brook |
Entire length, Hawley |
B |
Cold Water |
|
Nye Brook |
Source in Conway to confluence with Poland Brook, Conway |
B |
Cold Water |
|
Pelham Brook |
Entire length, Rowe/Charlemont |
B |
Cold Water |
|
Poland Brook |
Entire length, Conway |
B |
Cold Water |
|
Reed Brook |
Entire length, Florida |
B |
Cold Water |
|
Rice Brook |
Entire length, Rowe/Charlemont |
B |
Cold Water |
|
Ruddock Brook |
Source in Hawley to confluence with Clesson Brook, Buckland |
B |
Cold Water |
|
Second Brook |
Entire length, Buckland |
B |
Cold Water |
|
Sheldon Brook |
Source in Shelburne to confluence with Deerfield River, Deerfield |
B |
Cold Water |
|
Smead Brook |
Source in Greenfield to confluence with Wheeler Brook, Greenfield |
B |
Cold Water |
|
Smith Brook |
Source in Florida to confluence with the Deerfield River (inlet to Lower Reservoir), Florida |
B |
Cold Water |
|
South River |
Source to confluence with Johnny Bean Brook |
B |
Cold Water |
|
Stewart Brook |
Source in Colrain to confluence with Hinsdale Brook, Shelburne |
B |
Cold Water |
|
Tannery Brook |
Entire length, Savoy |
B |
Cold Water |
|
Taylor Brook |
Entire length, Rowe |
B |
Cold Water |
|
Third Brook |
Entire length, Buckland |
B |
Cold Water |
|
Todd Brook |
Entire length, Charlemont |
B |
Cold Water |
|
Unnamed Stream (within Hog Hollow) |
Entire length, Buckland |
B |
Cold Water |
|
West Branch Brook |
From the MA-VT state line, Heath, to confluence with West Branch North River, Heath |
B |
Cold Water |
|
Wilder Brook |
Entire length, Heath/Charlemont |
B |
Cold Water |
|
Willis Brook |
Entire length, Heath/Charlemont |
B |
Cold Water |
|
Wheatherby Brook |
Source in Hawley to confluence with Deerfield River, Charlemont |
B |
Cold Water |
|
Wheeler Brook |
From MA-NH state line, Rowe, to inlet of Sherman Reservoir, Rowe |
B |
Cold Water |
|
Whitcomb Brook |
Entire length, Florida |
B |
Cold Water |
|
White Brook |
Source in Florida to confluence with Cold River, Florida |
B |
Cold Water |
* Acronyms:
ORW = Outstanding Resource Water PWS = Public Water Supply
[DAGGER] Names cited in parentheses are unofficial, locally-used names.
[DOUBLE DAGGER] Mile Point values represent the approximate distance in miles of each end of a given surface water or segment from its mouth (assigned a value of "0"). Mile Points are provided where available for convenience in locating the upstream and downstream ends of segments. Narrative descriptions of surface water or segment boundaries, however, always control over boundaries based upon Mile Points.
TABLE 9 FARMINGTON RIVER BASIN |
||||
Surface Water Name [DAGGER] |
Surface Water or Segment Boundary |
Mile Point [DOUBLE DAGGER] |
Class |
Qualifiers |
Surface waters within the Farmington River Basin |
All surface waters with the exception of those that may be designated otherwise |
B |
Cold Water High Quality Water |
[DOUBLE DAGGER] Mile Point values represent the approximate distance in miles of each end of a given surface water or segment from its mouth (assigned a value of "0"). Mile Points are provided where available for convenience in locating the upstream and downstream ends of segments. Narrative descriptions of surface water or segment boundaries, however, always control over boundaries based upon Mile Points.
TABLE 10 FRENCH RIVER BASIN* |
||||
Surface Water Name [DAGGER] |
Surface Water or Segment Boundary |
Mile Point [DOUBLE DAGGER] |
Class |
Qualifiers |
French River |
From the outlet of Greenville Pond, Leicester, to the MA-CT state line, Dudley |
17.8 - 0.0 |
B |
Warm Water |
Unnamed tributary to Town Meadow Brook |
From the outlet of Sargent Pond to the inlet of Dutton Pond |
0.5 - 0.0 |
B |
Warm Water High Quality Water |
Town Meadow Brook |
From the outlet of Dutton Pond to the inlet of Greenville Pond |
1.9 - 0.0 |
B |
Warm Water |
Henshaw Pond |
Entire pond to outlet in Leicester and those tributaries thereto |
A |
PWS ORW |
*Acronyms:
ORW = Outstanding Resource Water
PWS = Public Water Supply
[DOUBLE DAGGER] Mile Point values represent the approximate distance in miles of each end of a given surface water or segment from its mouth (assigned a value of "0"). Mile Points are provided where available for convenience in locating the upstream and downstream ends of segments. Narrative descriptions of surface water or segment boundaries, however, always control over boundaries based upon Mile Points.
TABLE 11 HOUSATONIC RIVER BASIN* |
||||
Surface Water Name [DAGGER] |
Surface Water or Segment Boundary |
Mile Point [DOUBLE DAGGER] |
Class |
Qualifiers |
East Branch Housatonic River |
Source in Washington to outlet of Center Pond, Dalton |
13.6 - 5.5 |
B |
Cold Water High Quality Water |
From outlet of Center Pond, Dalton to confluence with the Housatonic River, Pittsfield |
5.5 - 0.0 |
B |
Warm Water |
|
Housatonic River |
From confluence of the Southwest and West Branches Housatonic River, Pittsfield, to Pittsfield POTW discharge |
55.4 - 50.9 |
B |
Warm Water |
From Pittsfield POTW discharge to the MA-CT state line, Sheffield |
50.9 - 0.0 |
B |
Warm Water |
|
West Branch Housatonic River |
Entire length, Pittsfield |
36.0 - 0.0 |
B |
Cold Water High Quality Water |
Southwest Branch Housatonic River |
Entire length, Pittsfield |
34.1 - 0.0 |
B |
Cold Water High Quality Water |
Goose Pond Brook |
Entire length, Lee/Tyringham |
2.3 - 0.0 |
B |
Cold Water High Quality Water |
Williams River |
Entire length, Great Barrington |
10.0 - 0.0 |
B |
Cold Water High Quality Water |
Green River |
Entire length, Alford, Egremont, and Great Barrington |
9.5 - 0.0 |
B |
Cold Water High Quality Water |
Hubbard Brook |
Entire length, Egremont and Sheffield |
6.6 - 0.0 |
B |
Cold Water High Quality Water |
Fenton Brook |
Entire length, Egremont |
2.9 - 0.0 |
B |
Cold Water High Quality Water |
Karner Brook (includes unnamed reservoir (Karner Brook Reservoir)) |
Source to unnamed reservoir (Karner Brook Reservoir) PWS intake and those tributaries thereto, Mount Washington/Egremont1 |
A |
PWS ORW |
|
From unnamed reservoir (Karner Brook Reservoir) PWS intake to the inlet of Mill Pond, Egremont1 |
B |
ORW |
||
East Mountain Reservoir |
Entire reservoir to outlet in Great Barrington and those tributaries thereto |
A |
PWS ORW |
|
Long Pond |
Entire pond to outlet in Great Barrington and those tributaries thereto |
A |
PWS ORW |
|
Belmont Reservoir |
Entire reservoir to outlet in Hinsdale and those tributaries thereto |
A |
PWS ORW |
|
Lower Reservoir (Codding Brook Lower Reservoir, Vanetti Reservoir) |
Entire reservoir to outlet in Lee and those tributaries thereto |
A |
PWS ORW |
|
Leahey Reservoir (Codding Brook Upper Reservoir) |
Entire reservoir to outlet in Lee and those tributaries thereto |
A |
PWS ORW |
|
Lenox Reservoir (Lower Root Reservoir) |
Entire reservoir to outlet in Lenox and those tributaries thereto |
A |
PWS ORW |
|
Lenox Reservoir (Upper Root Reservoir) |
Entire reservoir to outlet in Lenox and those tributaries thereto |
A |
PWS ORW |
|
Ashley Lake (Ashley Lake Reservoir) |
Entire lake to outlet in Washington and those tributaries thereto |
A |
PWS ORW |
|
Sandwash Reservoir |
Entire reservoir to outlet in Washington and those tributaries thereto |
A |
PWS ORW |
|
Farnham Reservoir |
Entire reservoir to outlet in Washington and those tributaries thereto |
A |
PWS ORW |
|
School House Lake |
Entire lake to outlet in Washington and those tributaries thereto (inclusive of Washington Mountain Brook upstream of the lake) |
A |
PWS ORW |
|
Cleveland Brook Reservoir (Cleveland Reservoir) |
Entire reservoir to outlet in Hinsdale and those tributaries thereto |
A |
PWS ORW |
|
Lake Averic (Echo Lake, Mountain Mirror Lake) |
Entire lake to outlet in Stockbridge and those tributaries thereto |
A |
PWS ORW |
|
Egypt Pond (Egypt Brook Reservoir) |
Entire pond to outlet in Dalton and those tributaries thereto |
A |
PWS ORW |
|
Windsor Reservoir (Cady Brook Reservoir) |
Entire reservoir to outlet in Windsor and those tributaries thereto |
A |
PWS ORW |
|
Upper Sackett Reservoir (Sackett Brook Reservoir) |
Entire reservoir to outlet in Hinsdale and those tributaries thereto |
A |
PWS ORW |
|
Unnamed reservoir (Anthony Brook Reservoir) |
The entire unnamed reservoir (known as Anthony Brook Reservoir) to outlet in Dalton and those tributaries thereto (inclusive of Anthony Pond) |
A |
Cold Water PWS ORW |
|
From the outlet of unnamed reservoir (Anthony Brook Reservoir), Dalton, to confluence with Wahconah Falls Brook, Dalton |
B |
Cold Water |
||
Ashley Reservoir (Ashley Intake Reservoir) |
Entire reservoir to outlet in Washington and those tributaries thereto |
A |
PWS ORW |
|
Sandisfield Road Reservoir |
Entire reservoir and those tributaries thereto |
A |
PWS ORW |
|
Alford Brook |
Source in West Stockbridge to confluence with Seekonk Brook, Alford |
B |
Cold Water |
|
Barton Brook |
Source in Dalton to confluence with East Branch Housatonic River, Pittsfield |
B |
Cold Water |
|
Bear Rock Stream |
Source in Mount Washington to confluence with Schenob Brook, Sheffield |
B |
Cold Water |
|
Brattle Brook |
Source in Dalton to confluence with East Branch Housatonic River, Pittsfield |
B |
Cold Water |
|
Churchill Brook |
Entire length, Lanesboro/Pittsfield |
B |
Cold Water |
|
Cleveland Brook |
From the outlet of Cleveland Brook Reservoir, Hinsdale, to confluence with East Branch Housatonic River, Dalton |
B |
Cold Water |
|
Commons Brook |
Source in Lee to confluence with Codding Brook, Lee |
A |
Cold Water PWS ORW |
|
Crystal Brook |
Source in Tyringham to confluence with Hop Brook, Tyringham |
B |
Cold Water |
|
Dry Brook |
Source in Mount Washington to confluence with Schenob Brook, Sheffield |
B |
Cold Water |
|
Hathaway Brook |
Source in Washington to confluence with Sackett Brook, Dalton |
B |
Cold Water |
|
Muddy Brook |
Source in Great Barrington to confluence with Stony Brook, Great Barrington |
B |
Cold Water |
|
Race Brook |
Source in Mount Washington to confluence with Dry Brook, Sheffield |
B |
Cold Water |
|
Russo Brook |
Source in Hinsdale to confluence with East Branch Housatonic River, Hinsdale |
B |
Cold Water |
|
Swann Brook |
Source in Monterey to confluence with Konkapot River, Monterey |
B |
Cold Water |
|
Sykes Brook |
Source in Pittsfield to confluence with Housatonic River, Pittsfield |
B |
Cold Water |
|
Tom Ball Brook |
Source in West Stockbridge to confluence with Alford Brook, Alford |
B |
Cold Water |
|
Tyler Brook |
Entire length, Windsor (Tyler Brook is a tributary to Windsor Brook which flows into Windsor Reservoir and ultimately to Cleveland Reservoir) |
A |
Cold Water PWS ORW |
|
Welch Brook |
Entire length, Hinsdale2 |
B |
Cold Water |
|
Weston Brook |
Source in Windsor to confluence with Wahconah Falls Brook, Dalton |
B |
Cold Water |
* Acronyms:
ACEC = Area of Critical Environmental Concern
ORW = Outstanding Resource Water
PWS = Public Water Supply
[DAGGER] Names cited in parentheses are unofficial, locally-used names.
[DOUBLE DAGGER] Mile Point values represent the approximate distance in miles of each end of a given surface water or segment from its mouth (assigned a value of "0"). Mile Points are provided where available for convenience in locating the upstream and downstream ends of segments. Narrative descriptions of surface water or segment boundaries, however, always control over boundaries based upon Mile Points.
1 Note that all or a portion of this surface water is within the Karner Brook Watershed ACEC.
2 Note that all or a portion of this surface water is within the Hinsdale Flats Watershed ACEC.
TABLE 12 HUDSON RIVER BASIN* |
||||
Surface Water Name [DAGGER] |
Surface Water or Segment Boundary |
Mile Point [DOUBLE DAGGER] |
Class |
Qualifiers |
North Branch Hoosic River |
From the MA-VT state line to confluence with the Hoosic River (South Branch Hoosic River) |
9.9 - 0.0 |
B |
Cold Water High Quality Water |
Hoosic River (South Branch Hoosic River) |
From the outlet of Cheshire Reservoir to Adams POTW discharge |
23.5 - 15.4 |
B |
Cold Water High Quality Water |
From Adams POTW discharge to confluence with the North Branch Hoosic River |
15.4 - 10.3 |
B |
Warm Water |
|
Hoosic River |
Confluence of North Branch Hoosic River and Hoosic River (South Branch Hoosic River) to MA-VT state line |
10.3 - 0.0 |
B |
Warm Water |
Green River |
Entire length, New Ashford/ Williamstown |
10.8 - 0.0 |
B |
Cold Water |
Basset Brook Reservoir |
Entire reservoir to outlet in Cheshire and those tributaries thereto |
A |
PWS ORW |
|
Unnamed Reservoir (Kitchen Brook Reservoir) |
Entire reservoir to outlet in Cheshire and those tributaries thereto |
A |
PWS ORW |
|
Notch Reservoir |
Entire reservoir to outlet in North Adams and those tributaries thereto |
A |
PWS ORW |
|
Mt. Williams Reservoir |
Entire reservoir to outlet in North Adams and those tributaries thereto |
A |
PWS ORW |
|
Williamstown Reservoir (Sherman Springs Reservoir) |
Entire reservoir to outlet in Williamstown and those tributaries thereto |
A |
PWS ORW |
|
Thunder Brook |
Entire length in Cheshire and those tributaries thereto |
A |
ORW |
|
Bashbish Brook |
Source to the MA-NY state line, Mount Washington |
B |
Cold Water High Quality Water |
|
Bear Swamp Brook |
Source in Clarksburg to confluence with Hudson Brook, Clarksburg |
B |
Cold Water |
|
Birch Brook |
Source in Williamstown to confluence with Buxton Brook, Williamstown |
B |
Cold Water |
|
Buxton Brook |
Entire length, Williamstown |
B |
Cold Water |
|
East Branch Green River |
Source in New Ashford to confluence with Green River, New Ashford |
B |
Cold Water |
|
Gore Brook |
Source in Dalton to inlet of Cheshire Reservoir, Cheshire |
B |
Cold Water |
|
Hemlock Brook |
From the MA-NY state line to confluence with the Hoosic River, Williamstown |
B |
Cold Water |
|
Hopper Brook |
Source in Williamstown to confluence with Green River, Williamstown |
B |
Cold Water |
|
Hoxie Brook |
Source in Adams to confluence with Hoosic River, Adams |
B |
Cold Water |
|
Hunterfield Brook |
Source in Clarksburg to confluence with North Branch Hoosic River, North Adams |
B |
Cold Water |
|
Kinderhook Creek |
Source to the MA-NY state line, Hancock |
B |
Cold Water High Quality Water |
|
Kitchen Brook |
Source in Cheshire to inlet of unnamed reservoir (Kitchen Brook Reservoir) |
A |
Cold Water PW ORW |
|
From Kitchen Brook Dam [outlet of unnamed reservoir (Kitchen Brook Reservoir)] to confluence with South Branch Hoosic River, Cheshire |
B |
Cold Water |
||
McDonald Brook |
Entire length, Windsor/Cheshire |
B |
Cold Water |
|
Miller Brook |
Source in Adams to confluence with Tophet Brook, Adams |
B |
Cold Water |
|
Mitchell Brook |
Source in New Ashford to confluence with East Branch Green River, New Ashford |
B |
Cold Water |
|
Money Brook |
Source in Williamstown to confluence with Hopper Brook, Williamstown |
B |
Cold Water |
|
Notch Brook |
Source in Adams to inlet of Notch Reservoir, North Adams |
A |
Cold Water PWS ORW |
|
From Notch Reservoir Dam (outlet of Notch reservoir) to confluence with Hoosic River, North Adams |
B |
Cold Water |
||
Patton Brook |
Source in Savoy to confluence with Tophet Brook, Adams |
B |
Cold Water |
|
Penniman Brook |
Source in Cheshire to confluence with Hoosic River, Cheshire |
B |
Cold Water |
|
Pettibone Brook |
Source in Cheshire to inlet of Cheshire Reservoir, Lanesborough |
B |
Cold Water |
|
Reed Brook |
Source in Adams to confluence with Tophet Brook, Adams |
B |
Cold Water |
|
South Brook |
Source in Dalton to confluence with Hoosic River and South Branch Hoosic River, Cheshire |
B |
Cold Water |
|
Sherman Brook |
Source to confluence with Hoosic River, North Adams |
B |
Cold Water |
|
Sweet Brook |
Source in Williamstown to confluence with Hemlock Brook, Williamstown |
B |
Cold Water |
|
Tunnel Brook |
Entire length, North Adams |
B |
Cold Water |
|
Wheeler Brook |
Source in Clarksburg to confluence with Hunterfield Brook, Clarksburg |
B |
Cold Water |
* Acronyms:
ORW = Outstanding Resource Water
PWS = Public Water Supply
[DAGGER] Names cited in parentheses are unofficial, locally-used names.
[DOUBLE DAGGER] Mile Point values represent the approximate distance in miles of each end of a given surface water or segment from its mouth (assigned a value of "0"). Mile Points are provided where available for convenience in locating the upstream and downstream ends of segments. Narrative descriptions of surface water or segment boundaries, however, always control over boundaries based upon Mile Points.
TABLE 13 IPSWICH RIVER BASIN* |
||||
Surface Water Name [DAGGER] |
Surface Water or Segment Boundary |
Mile Point [DOUBLE DAGGER] |
Class |
Qualifiers |
Ipswich River |
Source to the Salem Beverly Waterway Canal |
41.1 - 16.4 |
B |
Treated Water Supply Warm Water High Quality Water |
From the Salem Beverly Waterway Canal to the tidal portion |
16.4 - 4.5 |
B |
Warm Water High Quality Water |
|
Tidal portion and those tributaries thereto |
4.5 - 0.0 |
SA |
Shell fishing |
|
Middleton Pond |
Entire pond to outlet in Middleton and those tributaries thereto |
A |
PWS ORW |
|
Swan Pond |
Entire pond to outlet in North Reading and those tributaries thereto |
A |
PWS ORW |
|
Mill Pond Reservoir |
Entire reservoir to outlet in Burlington and those tributaries thereto |
A |
PWS ORW |
|
Longham Reservoir |
Entire reservoir to outlet in Wenham and those tributaries thereto |
A |
PWS ORW |
|
Wenham Lake |
Entire lake to outlet in Wenham and those tributaries thereto |
A |
PWS ORW |
|
Putnamville Reservoir |
Entire reservoir to outlet in Danvers and those tributaries thereto |
A |
PWS ORW |
|
Suntaug Lake |
Entire lake to outlet in Lynn and Peabody and those tributaries thereto |
A |
PWS ORW |
|
Winona Pond |
Entire pond to outlet in Peabody and those tributaries thereto |
A |
PWS ORW |
|
Unnamed Reservoir (Emerson Brook Reservoir) |
Entire reservoir to outlet in Middleton and those tributaries thereto |
A |
PWS ORW |
|
Fox Creek |
Portion in the Great Marsh ACEC1 |
SA |
ORW |
|
Neck Creek |
Portion in the Great Marsh ACEC1 |
SA, B2 |
ORW |
|
Treadwell Island Creek |
Portion in the Great Marsh ACEC1 |
SA, B2 |
ORW |
* Acronyms:
ACEC = Area of Critical Environmental Concern
ORW = Outstanding Resource Water
PWS = Public Water Supply
[DAGGER] Names cited in parentheses are unofficial, locally-used names.
[DOUBLE DAGGER] Mile Point values represent the approximate distance in miles of each end of a given surface water or segment from its mouth (assigned a value of "0"). Mile Points are provided where available for convenience in locating the upstream and downstream ends of segments. Narrative descriptions of surface water or segment boundaries, however, always control over boundaries based upon Mile Points.
1 Formerly the Parker River/Essex Bay ACEC.
2 Coastal and marine waters Class SA; fresh waters Class B.
TABLE 14 ISLANDS COASTAL DRAINAGE AREA* |
||||
Surface Water Name |
Surface Water or Segment Boundary |
Mile Point [DOUBLE DAGGER] |
Class |
Qualifiers |
Atlantic Ocean and other surface waters |
All surface waters within and adjacent to the Elizabeth Islands subject to the rise and fall of the tide and within 1,000 feet seaward of mean low water |
SA |
Shell fishing ORW |
|
All surface waters subject to the rise and fall of the tide, within the off-shore boundaries of the towns within Nantucket and Dukes counties |
SA |
Shell fishing |
* Acronym:
ORW = Outstanding Resource Water
[DOUBLE DAGGER] Mile Point values represent the approximate distance in miles of each end of a given surface water or segment from its mouth (assigned a value of "0"). Mile Points are provided where available for convenience in locating the upstream and downstream ends of segments. Narrative descriptions of surface water or segment boundaries, however, always control over boundaries based upon Mile Points.
TABLE 15 MERRIMACK RIVER BASIN* |
||||
Surface Water Name [DAGGER] |
Surface Water or Segment Boundary |
Mile Point [DOUBLE DAGGER] |
Class |
Qualifiers |
Merrimack River |
From the MA-NH state line to Pawtucket Dam |
49.8 - 40.6 |
B |
Warm Water Treated Water Supply CSO |
From Pawtucket Dam to Essex Dam, Lawrence |
40.6 - 29.0 |
B |
Warm Water Treated Water Supply CSO |
|
From Essex Dam, Lawrence to confluence with the Little River, Haverhill |
29.0 - 21.9 |
B |
Warm Water CSO |
|
From confluence with the Little River, Haverhill to the Atlantic Ocean; includes the Back River, Salisbury |
21.9 - 0.0 |
SB |
Shell fishing CSO |
|
The Basin in the Merrimack River Estuary, Newbury and Newburyport |
SA |
Shell fishing |
||
Stony Brook |
From outlet of Forge Pond, Westford to confluence with the Merrimack River, Chelmsford |
10.3 - 0.0 |
B |
Warm Water |
Beaver Brook |
From the MA-NH state line, Dracut, to confluence with the Merrimack River |
4.2 - 0.0 |
B |
Cold Water |
Spicket River |
From the MA-NH state line, Methuen, to the General Street Bridge, Lawrence |
B |
Warm Water |
|
From the General Street Bridge, Lawrence, to confluence with the Merrimack River, Lawrence |
B |
Warm Water CSO |
||
Little River |
From the MA-NH state line, Rosemont, to confluence with the Merrimack River, Haverhill |
4.3 - 0.0 |
B |
Warm Water |
Cobbler Brook |
Source in Merrimack to confluence with the Merrimack River |
3.7 - 0.0 |
B |
Cold Water |
Powwow River |
From outlet of Tuxbury Pond, Amesbury, to inlet of Lake Gardner and those tributaries thereto |
A |
PWS ORW |
|
From outlet of Lake Gardner to tidal portion |
6.4 - 1.3 |
B |
Warm Water |
|
Tidal portion |
1.3 - 0.0 |
SB |
Shell fishing |
|
Plum Island River |
North of High Sandy sand bar1, Newbury |
SA |
Shell fishing ORW |
|
Little Pine Island Creek |
Entire length1, Newbury |
SA, B2 |
ORW |
|
Plumbush Creek |
SA, B2 |
ORW |
||
Lake Attitash |
Entire lake to outlet in Amesbury and those tributaries thereto |
A |
PWS ORW |
|
Tuxbury Pond |
Entire pond to outlet in Amesbury and those tributaries thereto |
A |
PWS ORW |
|
Millvale Reservoir |
Entire reservoir to outlet in Haverhill and those tributaries thereto |
A |
PWS ORW |
|
Kenoza Lake |
Entire lake to outlet in Haverhill and those tributaries thereto |
A |
PWS ORW |
|
Crystal Lake |
Entire lake to outlet in Haverhill and those tributaries thereto |
A |
PWS ORW |
|
Haggets Pond |
Entire pond to outlet in Andover and those tributaries thereto |
A |
PWS ORW |
|
Fish Brook |
Entire length and those tributaries thereto |
4.0 - 0.0 |
A |
PWS ORW |
Lake Cochichewick |
Entire lake to outlet in North Andover and those tributaries thereto |
A |
PWS ORW |
|
Artichoke Reservoir (Upper and Lower Artichoke Reservoir) |
Entire reservoir to outlet in West Newbury and those tributaries thereto |
A |
PWS ORW |
|
Unnamed Reservoir (Indian Hill Reservoir) |
Entire reservoir to outlet in West Newbury and those tributaries thereto |
A |
PWS ORW |
|
Chadwick Pond (Little Pond) |
Entire pond to outlet in Haverhill and those tributaries thereto |
A |
PWS ORW |
|
Hoveys Pond (Mitchell Pond, Johnson Pond) |
Entire pond to outlet in Boxford and those tributaries thereto |
A |
PWS ORW |
|
Johnsons Pond |
Entire pond to outlet in Groveland and those tributaries thereto |
A |
PWS ORW |
|
Round Pond (Lake Pentucket) |
Entire lake to outlet in Haverhill and those tributaries thereto |
A |
PWS ORW |
|
Crooked Springs Brook |
Source in Chelmsford to confluence with Stony Brook, Chelmsford |
B |
Cold Water |
|
Reed Brook |
Source in Westford to confluence with Stony Brook, Westford |
B |
Cold Water |
* Acronyms:
ACEC = Area of Critical Environmental Concern
CSO = Combined Sewer Overflow
ORW = Outstanding Resource Water
PWS = Public Water Supply
[DAGGER] Names cited in parentheses are unofficial, locally-used names.
[DOUBLE DAGGER] Mile Point values represent the approximate distance in miles of each end of a given surface water or segment from its mouth (assigned a value of "0"). Mile Points are provided where available for convenience in locating the upstream and downstream ends of segments. Narrative descriptions of surface water or segment boundaries, however, always control over boundaries based upon Mile Points.
1 Note that all or a portion of this surface water is within the Great Marsh ACEC, (formerly Parker River/Essex Bay ACEC).
2 Coastal and marine waters Class SA; fresh waters Class B.
TABLE 16 MILLERS RIVER BASIN* |
||||
Surface Water Name [DAGGER] |
Surface Water or Segment Boundary |
Mile Point [DOUBLE DAGGER] |
Class |
Qualifiers |
Millers River |
Source to Winchendon POTW discharge |
42.2 - 35.7 |
B |
Cold Water |
From Winchendon POTW discharge to confluence with the Connecticut River |
35.7 - 0.0 |
B |
Warm Water |
|
Otter River |
Source to Gardner POTW discharge |
12.2 - 9.7 |
B |
Aquatic Life |
From Gardner POTW discharge to confluence with the Millers River |
9.7 - 0.0 |
B |
Warm Water |
|
Beaver Brook |
Source in Phillipston to confluence with the Millers River, Royalston |
B |
Cold Water |
|
Upper Naukeag Lake |
Entire lake to outlet in Ashburnham and those tributaries thereto |
A |
PWS ORW |
|
Newton Reservoir |
Entire reservoir to outlet in Athol and those tributaries thereto |
A |
PWS ORW |
|
Crystal Lake (Crystal Lake Reservoir) |
Entire lake to outlet in Gardner and those tributaries thereto |
A |
PWS ORW |
|
Cowee Pond (Mamjohn Pond) |
Entire pond to outlet in Gardner and those tributaries thereto |
A |
PWS ORW |
|
Perley Brook Reservoir |
Entire reservoir to outlet in Gardner and those tributaries thereto |
A |
PWS ORW |
|
Lake Ellis (Ellis Pond) |
Entire lake to outlet in Athol and those tributaries thereto |
A |
ORW |
|
Boyce Brook |
From New Hampshire state line at Royalston to confluence with East Branch Tully River, Royalston |
B |
Cold Water |
|
Briggs Brook |
Source in Erving to confluence with Millers River, Erving |
B |
Cold Water |
|
Cheney Brook |
Source in Warwick to confluence with West Brook, Orange |
B |
Cold Water |
|
Collar Brook |
Source in Royalston to confluence with West Branch Tully River, Orange |
B |
Cold Water |
|
Coolidge Brook |
Source in Orange to confluence with North Pond Brook, Orange |
B |
Cold Water |
|
Crow Hill Brook |
Source in Templeton to confluence with Trout Brook, Templeton |
B |
Cold Water |
|
Dunn Brook |
Source in Phillipston to confluence with Chickering Brook, Phillipston |
B |
Cold Water |
|
Fish Brook |
Source in Royalston to confluence with West Branch Tully River, Orange |
B |
Cold Water |
|
Gate Hill Brook |
Source in Wendell to confluence with Mormon Hollow Brook, Wendell |
B |
Cold Water |
|
Hoyt Brook |
Source in Phillipston to confluence with Beaver Brook, Phillipston |
B |
Cold Water |
|
Jacks Brook |
Source in Northfield to confluence with Keyup Brook, Erving |
B |
Cold Water |
|
Kenny Brook |
Source in Royalston to confluence with Millers River, Royalston |
B |
Cold Water |
|
Keyup Brook |
Source in Northfield to confluence with Millers River, Erving |
B |
Cold Water |
|
Lyons Brook |
From the outlet of Ruggles Pond, Wendell, to confluence with the Millers River, Montague |
B |
Cold Water |
|
Mormon Hollow Brook |
Source in Wendell to confluence with Millers River, Wendell |
B |
Cold Water |
|
Packard Brook |
Source in Erving to confluence with Millers River, Erving |
B |
Cold Water |
|
Rich Brook |
Source in Royalston to confluence with Millers River, Athol |
B |
Cold Water |
|
Thrower Brook |
Source in Athol to inlet of South Athol Pond, Athol |
B |
Cold Water |
|
Tully Brook |
From MA-NH state line at Royalston to confluence with East Branch Tully River, Royalston |
B |
Cold Water |
|
Wilson Brook |
Source in Warwick to confluence with Darling Brook, Warwick |
B |
Cold Water |
* Acronyms:
ORW = Outstanding Resource Water
PWS = Public Water Supply
[DAGGER] Names cited in parentheses are unofficial, locally-used names
[DOUBLE DAGGER] Mile Point values represent the approximate distance in miles of each end of a given surface water or segment from its mouth (assigned a value of "0"). Mile Points are provided where available for convenience in locating the upstream and downstream ends of segments. Narrative descriptions of surface water or segment boundaries, however, always control over boundaries based upon Mile Points.
TABLE 17 NARRAGANSETT BAY/MOUNT HOPE BAY DRAINAGE AREA* |
||||
Surface Water Name [DAGGER] |
Surface Water or Segment Boundary |
Mile Point [DOUBLE DAGGER] |
Class |
Qualifiers |
Barrington River |
Source to the MA-RI state line |
SA |
Shell fishing |
|
Palmer River |
Source to inlet of Shad Factory Pond |
B |
Cold Water |
|
From the outlet of Shad Factory Pond to the MA-RI state line |
SB |
Shell fishing |
||
Mount Hope Bay |
East of a straight line from Brayton Point to Buoy 4 |
SB |
Shell fishing CSO |
|
West of a straight line from Brayton Point to Buoy 4 |
SA |
Shell fishing |
||
Cole River |
Source to estuary |
B |
Warm Water |
|
Estuary |
SA |
Shell fishing |
||
Lee River |
Source to estuary |
B |
Warm Water |
|
Estuary |
SA |
Shell fishing |
||
Quequechan River |
Entire length |
2.5 - 0.0 |
B |
Warm Water CSO |
North Watuppa Pond |
Entire pond to outlet in Fall River and those tributaries thereto |
A |
PWS ORW |
|
Shad Factory Pond |
Entire pond to outlet in Rehoboth |
B |
Treated Water Supply |
|
Warren Upper Reservoir (Anawan Reservoir) |
Entire reservoir to outlet in Rehoboth |
B |
Treated Water Supply |
|
Warren Reservoir (Swansea Reservoir) |
Entire reservoir to outlet in Swansea |
B |
Treated Water Supply |
* Acronyms:
CSO = Combined Sewer Overflow
ORW = Outstanding Resource Water
PWS = Public Water Supply
[DAGGER] Names cited in parentheses are unofficial, locally-used names
[DOUBLE DAGGER] Mile Point values represent the approximate distance in miles of each end of a given surface water or segment from its mouth (assigned a value of "0"). Mile Points are provided where available for convenience in locating the upstream and downstream ends of segments. Narrative descriptions of surface water or segment boundaries, however, always control over boundaries based upon Mile Points.
TABLE 18 NASHUA RIVER BASIN* |
||||
Surface Water Name [DAGGER] |
Surface Water or Segment Boundary |
Mile Point [DOUBLE DAGGER] |
Class |
Qualifiers |
Nashua River |
From outlet of Lancaster Millpond, Clinton, to confluence with the North Nashua River, Lancaster (this segment is also known as the South Branch Nashua River) |
41.0 - 36.4 |
B |
Warm Water |
From confluence with the North Nashua River, Lancaster, to Pepperell Dam, Pepperell |
36.4 - 14.1 |
B |
Warm Water |
|
From the Pepperell Dam, Pepperell, to the MA-NH state line, Pepperell |
14.1 - 10.5 |
B |
Warm Water |
|
North Nashua River |
Source to Leominster POTW discharge |
18.3 - 12.0 |
B |
Warm Water CSO |
From the Leominster POTW discharge to confluence with the Nashua River |
12.0 - 0.0 |
B |
Warm Water |
|
Phillips Brook |
From Fitchburg to confluence with the North Nashua River, Fitchburg |
1.0 - 0.0 |
B |
Warm Water |
Squannacook River |
Source to Hollingsworth & Vose Dam, Shirley1 |
14.3 - 3.3 |
B |
Cold Water ORW |
From the Hollingsworth & Vose Dam, Shirley to confluence with the Nashua River1 |
3.3 - 0.0 |
B |
Warm Water |
|
Nissitissit River |
From the MA-NH state line, Pepperell, to confluence with the Nashua River1 |
B |
Cold Water ORW |
|
Baker Brook |
In Fitchburg/Lunenburg, to confluence with the Nashua River, Fitchburg |
B |
CSO |
|
Unnamed stream (Punch Brook) |
From CSO discharge (FIT082) at Oliver Street between Adams and Elm Street, Fitchburg, to confluence with the North Nashua River, Fitchburg (this entire segment is culverted) |
B |
CSO |
|
Beaver Brook |
Portion within the Squannacook and Nissitissit Rivers Sanctuary |
B |
ORW |
|
Bixby Brook |
Portion within the Squannacook and Nissitissit Rivers Sanctuary |
B |
ORW |
|
Locke Brook |
Portion within the Squannacook and Nissitissit Rivers Sanctuary |
B |
ORW |
|
Mason Brook |
Portion within the Squannacook and Nissitissit Rivers Sanctuary |
B |
ORW |
|
Mine Brook |
Portion within the Squannacook and Nissitissit Rivers Sanctuary |
B |
ORW |
|
Pearl Hill Brook |
Portion within the Squannacook and Nissitissit Rivers Sanctuary |
B |
ORW |
|
Pumpkin Brook |
Portion within the Squannacook and Nissitissit Rivers Sanctuary |
B |
ORW |
|
Stewart Brook |
Portion within the Squannacook and Nissitissit Rivers Sanctuary |
B |
ORW |
|
Sucker Brook |
Portion within the Squannacook and Nissitissit Rivers Sanctuary |
B |
ORW |
|
Trap Swamp Brook |
Portion within the Squannacook and Nissitissit Rivers Sanctuary |
B |
ORW |
|
Trapfall Brook |
Portion within the Squannacook and Nissitissit Rivers Sanctuary |
B |
ORW |
|
Trout Brook |
In Townsend. Portion within the Squannacook and Nissitissit Rivers Sanctuary |
B |
ORW |
|
Walker Brook |
Portion within the Squannacook and Nissitissit Rivers Sanctuary |
B |
ORW |
|
Willard Brook (includes Ashby Reservoir) |
Portion within the Squannacook and Nissitissit Rivers Sanctuary |
B |
ORW |
|
Witch Brook |
Portion within the Squannacook and Nissitissit Rivers Sanctuary |
B |
ORW |
|
Wolf Brook |
Portion within the Squannacook and Nissitissit Rivers Sanctuary |
B |
ORW |
|
Bayberry Hill Brook |
Portion within the Squannacook and Nissitissit Rivers Sanctuary |
B |
Cold Water ORW |
|
Gulf Brook |
Portion within the Squannacook and Nissitissit Rivers Sanctuary |
B |
Cold Water ORW |
|
Lovell Reservoir |
Entire reservoir to outlet in Fitchburg and those tributaries thereto |
A |
PWS ORW |
|
Scott Reservoir |
Entire reservoir to outlet in Fitchburg and those tributaries thereto |
A |
PWS ORW |
|
Wachusett Lake |
Entire lake to outlet in Westminster and those tributaries thereto |
A |
PWS ORW |
|
Overlook Reservoir |
Entire reservoir to outlet in Fitchburg and those tributaries thereto |
A |
PWS ORW |
|
Falulah Reservoir |
Entire reservoir to outlet in Fitchburg and those tributaries thereto |
A |
PWS ORW |
|
Muschopauge Pond (Muschopauge Pond Reservoir) |
Entire pond to outlet in Rutland and those tributaries thereto |
A |
PWS ORW |
|
Notown Reservoir |
Entire reservoir to outlet in Leominster and those tributaries thereto |
A |
PWS ORW |
|
Simonds Pond (Simonds Pond Reservoir) |
Entire pond to outlet in Leominster and those tributaries thereto |
A |
PWS ORW |
|
Goodfellow Pond |
Entire pond to outlet in Leominster and those tributaries thereto |
A |
PWS ORW |
|
Haynes Reservoir |
Entire reservoir to outlet in Leominster and those tributaries thereto |
A |
PWS ORW |
|
Morse Reservoir |
Entire reservoir to outlet in Leominster and those tributaries thereto |
A |
PWS ORW |
|
Distributing Reservoir |
Entire reservoir to outlet in Leominster and those tributaries thereto |
A |
PWS ORW |
|
Fall Brook Reservoir |
Entire reservoir to outlet in Leominster and those tributaries thereto |
A |
PWS ORW |
|
Meetinghouse Pond (Meeting House Reservoir) |
Entire pond to outlet in Westminster and those tributaries thereto |
A |
PWS ORW |
|
Asnebumskit Pond |
Entire pond to outlet in Paxton and those tributaries thereto |
A |
PWS ORW |
|
Fitchburg Reservoir |
Entire reservoir to outlet in Ashby and those tributaries thereto |
A |
PWS ORW |
|
Kendall Reservoir |
Entire reservoir to outlet in Holden and those tributaries thereto |
A |
PWS ORW |
|
Pine Hill Reservoir |
Entire reservoir to outlet in Holden and those tributaries thereto |
A |
PWS ORW |
|
Quinapoxet Reservoir |
Entire reservoir to outlet in Holden and those tributaries thereto |
A |
PWS ORW |
|
Wachusett Reservoir |
Entire reservoir to outlet in Clinton and those tributaries thereto |
A |
PWS ORW |
|
Bixby Reservoir |
Portion within the Squannacook and Nissitissit Rivers Sanctuary, Townsend |
B |
ORW |
|
Coon Tree Pond |
Portion within the Squannacook and Nissitissit Rivers Sanctuary, Pepperell |
B |
ORW |
|
Damon Pond |
Portion within the Squannacook and Nissitissit Rivers Sanctuary, Ashby |
B |
ORW |
|
Flat Pond |
Portion within the Squannacook and Nissitissit Rivers Sanctuary, Groton |
B |
ORW |
|
Graves Pond |
Portion within the Squannacook and Nissitissit Rivers Sanctuary, Townsend |
B |
ORW |
|
Harbor Pond |
Portion within the Squannacook and Nissitissit Rivers Sanctuary, Townsend |
B |
ORW |
|
Heald Pond |
Portion within the Squannacook and Nissitissit Rivers Sanctuary, Pepperell |
B |
ORW |
|
Pearl Hill Brook Pond |
Portion within the Squannacook and Nissitissit Rivers Sanctuary, Townsend |
B |
ORW |
|
Pork Barrel Pond |
Portion within the Squannacook and Nissitissit Rivers Sanctuary, Pepperell |
B |
ORW |
|
Walker Pond |
Portion within the Squannacook and Nissitissit Rivers Sanctuary, Townsend |
B |
ORW |
|
Wright Pond (Lower Wright Pond & Upper Wright Pond) |
Portion within the Squannacook and Nissitissit Rivers Sanctuary, Ashby |
B |
ORW |
|
Ball Brook |
Source in Holden to confluence with Stillwater River, Sterling |
A |
Cold Water PWS ORW |
|
Bumbo Brook |
Source in Paxton to inlet of Pine Hill Reservoir, Paxton |
A |
Cold Water PWS ORW |
|
Unnamed Stream (Burnt Mill Pond Brook) |
From outlet of Round Meadow Pond Dam, Westminster, to confluence with the Whitman River, Westminster |
B |
Cold Water |
|
Goodridge Brook |
Entire length, Lancaster/Clinton |
B |
Cold Water |
|
Malden Brook |
Source in West Bolyston to inlet of Wachusett Reservoir, West Bolyston |
A |
Cold Water PWS ORW |
|
Morse Brook |
Source in Shirley to confluence with Nashua River, Shirley |
B |
Cold Water |
|
Mulpus Brook |
Source in Lunenburg to confluence with the Nashua River, Shirley1 |
B |
Cold Water |
|
Ponakin Brook |
Source in Lancaster to confluence with North Nashua River, Lancaster |
B |
Cold Water |
|
Poor Farm Brook |
Source to inlet of Chaffin Pond, Holden |
A |
Cold Water PWS ORW |
|
Reedy Meadow Brook |
Source in Groton to confluence with the Nashua River, Pepperell2 |
B |
Cold Water |
|
Scanlon Brook |
Source in Sterling to confluence with Stillwater River, Sterling |
A |
Cold Water PWS ORW |
|
South Meadow Brook |
From outlet of Fitch Pond, Sterling, to inlet of South Meadow Pond, Clinton |
B |
Cold Water |
|
Steam Mill Brook |
Source in Princeton to confluence with Bartlett Pond Brook, Sterling |
A |
Cold Water PWS ORW |
|
Still River |
Source to Rte. 117, Bolton3 |
B |
Cold Water |
* Acronyms:
ACEC = Area of Critical Environmental Concern
CSO = Combined Sewer Overflow
ORW = Outstanding Resource Water
PWS = Public Water Supply
[DAGGER] Names cited in parentheses are unofficial, locally-used names.
[DOUBLE DAGGER] Mile Point values represent the approximate distance in miles of each end of a given surface water or segment from its mouth (assigned a value of "0"). Mile Points are provided where available for convenience in locating the upstream and downstream ends of segments. Narrative descriptions of surface water or segment boundaries, however, always control over boundaries based upon Mile Points.
1 Note that all or a portion of this surface water is within the Squannacook and Nissitissit Rivers Sanctuary and/or the Squannassit ACEC.
2 Note that all or a portion of this surface water is within the Petapawag ACEC.
3 Note that all or a portion of this surface water is within the Central Nashua River Valley ACEC.
TABLE 19 NORTH COASTAL DRAINAGE AREA* |
||||
Surface Water Name [DAGGER] |
Surface Water or Segment Boundary |
Mile Point [DOUBLE DAGGER] |
Class |
Qualifiers |
Essex River |
The coastal and marine portions of the Essex River and those tributaries thereto in the Town of Essex1 |
SA |
Shell fishing ORW |
|
Ebben Creek |
Portion of the surface water within the Great Marsh ACEC2 |
SA |
Shell fishing ORW |
|
Lufkin Creek |
Portion of the surface water within the Great Marsh ACEC2 |
SA |
Shell fishing ORW |
|
Soginese Creek |
Portion of the surface water within the Great Marsh ACEC2 |
SA |
Shell fishing ORW |
|
Essex Bay |
SA |
Shell fishing ORW |
||
Castle Neck River |
Portion of the surface water within the Great Marsh ACEC2 |
SA |
Shell fishing ORW |
|
Walker Creek |
SA |
Shell fishing ORW |
||
Lanes Creek |
SA |
Shell fishing ORW |
||
Farm Creek |
SA |
Shell fishing ORW |
||
Annisquam River |
SA |
Shell fishing |
||
Rockport Harbor (including Back Harbor and a portion of Sandy Bay) |
The waters landward from the boundary formed by a straight line drawn between Gully Point, Rockport, and Granite Pier, Rockport (including Back Harbor and a portion of Sandy Bay) |
SB |
Shell fishing |
|
Gloucester Harbor |
SB |
Shell fishing CSO |
||
Manchester Harbor |
SB |
Shell fishing |
||
Beverly Harbor |
The waters landward from the boundary formed by a straight line drawn between Juniper Point, Salem, to Hospital Point, Beverly (excluding the Danvers River) |
SB |
Shell fishing |
|
Salem Harbor (including a portion of Salem Sound and Salem Channel) |
The waters landward from the boundary formed by a straight line drawn from Naugus Head, Marblehead, to the northwest point of Bakers Island, Salem, to Hospital Point, Beverly, to Juniper Point, Salem (including a portion of Salem Sound and Salem Channel and excluding Forest River) |
SB |
Shell fishing |
|
Marblehead Harbor |
SA |
Shell fishing |
||
Massachusetts Bay |
SA |
Shell fishing |
||
Nahant Bay |
SA |
Shell fishing CSO |
||
Lynn Harbor |
SB |
Shell fishing CSO |
||
Saugus River |
Source to the Saugus River Dam |
13.6 - 10.5 |
A |
PWS ORW |
From the outlet of the Saugus River Dam to Saugus Iron Works/Bridge Street |
10.5 - 5.1 |
B |
||
From Saugus Iron Works/Bridge Street to Boston Street Bridge |
5.1 - 3.1 |
SB |
Shell fishing |
|
Boston Street Bridge to mouth3 |
3.1 - 0.0 |
SB |
Shell fishing CSO ORW |
|
Pines River |
Source to mouth at confluence with the Saugus River and Lynn Harbor, Saugus/Revere3 |
SB |
ORW |
|
Diamond Creek |
SA |
ORW |
||
Spring Pond |
Entire pond to outlet in Saugus4 |
B |
ORW |
|
Griswold Pond |
Entire pond to outlet in Saugus4 |
B |
ORW |
|
Babson Reservoir |
Entire reservoir to outlet in Gloucester and those tributaries thereto |
A |
PWS ORW |
|
Haskell Pond (Haskell Reservoir) |
Entire pond to outlet in Gloucester and those tributaries thereto |
A |
PWS ORW |
|
Goose Cove Reservoir |
Entire reservoir to outlet in Gloucester and those tributaries thereto |
A |
PWS ORW |
|
Dykes Pond (Dykes Reservoir) |
Entire pond to outlet in Gloucester and those tributaries thereto |
A |
PWS ORW |
|
Wallace Pond (Wallace Reservoir) |
Entire pond to outlet in Gloucester and those tributaries thereto |
A |
PWS ORW |
|
Fernwood Lake |
Entire lake to outlet in Gloucester and those tributaries thereto |
A |
PWS ORW |
|
Klondike Reservoir (Quarry Reservoir) |
Entire reservoir to outlet in Gloucester and those tributaries thereto |
A |
PWS ORW |
|
Hawkes Pond |
Entire pond to outlet in Saugus and those tributaries thereto |
A |
PWS ORW |
|
Birch Pond |
Entire pond to outlet in Saugus and Lynn and those tributaries thereto |
A |
PWS ORW |
|
Breeds Pond |
Entire pond to outlet in Lynn and those tributaries thereto |
A |
PWS ORW |
|
Walden Pond |
Entire pond to outlet in Lynn and those tributaries thereto |
A |
PWS ORW |
|
Gravelly Pond |
Entire pond to outlet in Hamilton and those tributaries thereto |
A |
PWS ORW |
|
Spring Pond |
Entire pond to outlet in Peabody and those tributaries thereto |
A |
PWS ORW |
|
Cape Pond |
Entire pond to outlet in Rockport and those tributaries thereto |
A |
PWS ORW |
|
Quarry Reservoir (Carlson's Quarry) |
Entire reservoir to outlet in Rockport and those tributaries thereto |
A |
PWS ORW |
|
Crystal Lake |
Entire lake to outlet in Wakefield and those tributaries thereto |
A |
PWS ORW |
* Acronyms:
ACEC = Area of Critical Environmental Concern
CSO = Combined Sewer Overflow
ORW = Outstanding Resource Water
PWS = Public Water Supply
[DAGGER] Names cited in parentheses are unofficial, locally-used names.
[DOUBLE DAGGER] Mile Point values represent the approximate distance in miles of each end of a given surface water or segment from its mouth (assigned a value of "0"). Mile Points are provided where available for convenience in locating the upstream and downstream ends of segments. Narrative descriptions of surface water or segment boundaries, however, always control over boundaries based upon Mile Points.
1 Note that all or a portion of this surface water is within the Great Marsh ACEC (formerly the Parker River/Essex Bay ACEC).
2 Formerly the Parker River/Essex Bay ACEC.
3 Note that all or a portion of this surface water is within the Rumney Marshes ACEC.
4 Note that all or a portion of this surface water is within the Golden Hills ACEC.
TABLE 20 PARKER RIVER BASIN* |
||||
Surface Water Name [DAGGER] |
Surface Water or Segment Boundary |
Mile Point [DOUBLE DAGGER] |
Class |
Qualifiers |
Parker River |
Source in Boxford to tidal portion east of Parker River Dam #1, Newbury |
23.1 - 9.0 |
B |
Warm Water High Quality Water |
Tidal portion east of Parker River Dam #1, Newbury, to confluence with Plum Island Sound and those tributaries thereto1 |
9.0 - 0.0 |
SA |
Shell fishing ORW |
|
Mill River |
Source in Boxford to tidal portion and those tributaries thereto |
9.6 - 2.3 |
B |
Warm Water ORW |
Tidal portion and those tributaries thereto1 |
2.3 - 0.0 |
SA, B2 |
Shell fishing ORW |
|
Eagle Hill River |
Entire length and those tributaries thereto1 |
SA, B2 |
ORW |
|
Third Creek |
Entire length, Ipswich1 |
SA, B2 |
ORW |
|
Roger Island River |
Entire length and those tributaries thereto1 |
SA, B2 |
ORW |
|
Rowley River |
Entire length and those tributaries thereto1 |
SA, B2 |
ORW |
|
Egypt River |
Entire length, Ipswich/Rowley1 |
SA, B2 |
ORW |
|
Mud Creek |
Entire length, Newbury/Rowley, and those tributaries thereto1 |
SA, B2 |
ORW |
|
Plum Island River |
South of High Sandy sand bar to confluence with Plum Island Sound, Newbury1 |
SA |
Shell fishing ORW |
|
Pine Island Creek |
Entire length, Newbury1 |
SA, B2 |
ORW |
|
Jericho Creek |
Entire length, Newbury1 |
SA, B2 |
ORW |
|
Plum Island Sound |
Entire sound, Newbury/Rowley/ Ipswich1 |
SA |
Shell fishing ORW |
|
Broad Creek |
Portion within the Great Marsh ACEC3, Ipswich |
SA |
ORW |
|
Carolton Creek |
Portion within the Great Marsh ACEC3, Rowley |
SA |
ORW |
|
Club Head Creek |
Portion within the Great Marsh ACEC3, Rowley |
SA |
ORW |
|
Laws Creek |
Portion within the Great Marsh ACEC3, Ipswich |
SA |
ORW |
|
Lords Creek |
Portion within the Great Marsh ACEC3, Ipswich |
SA |
ORW |
|
Metcalf Creek |
Portion within the Great Marsh ACEC3, Ipswich |
SA, B2 |
ORW |
|
Paine Creek |
Portion within the Great Marsh ACEC3, Ipswich |
SA |
ORW |
|
Sand Creek |
Portion within the Great Marsh ACEC3, Rowley |
SA, B2 |
ORW |
|
Sawyer Creek |
Portion within the Great Marsh ACEC3, Rowley |
SA, B2 |
ORW |
|
Shad Creek |
Portion within the Great Marsh ACEC3, Rowley |
SA, B2 |
ORW |
|
Six Goose Creek |
Portion within the Great Marsh ACEC3, Ipswich |
SA |
ORW |
|
Stacy Creek |
Portion within the Great Marsh ACEC3, Ipswich |
SA |
ORW |
|
West Creek |
Portion within the Great Marsh ACEC3, Rowley |
SA |
ORW |
|
Ox Pasture Brook |
Portion within the Great Marsh ACEC3, Rowley |
SA, B2 |
ORW |
|
Bull Brook Reservoir |
Entire reservoir to outlet in Ipswich and those tributaries thereto |
A |
PWS ORW |
|
Dow Brook Reservoir |
Entire reservoir to outlet in Ipswich and those tributaries thereto |
A |
PWS ORW |
* Acronyms:
ACEC = Area of Critical Environmental Concern
ORW = Outstanding Resource Water
PWS = Public Water Supply
[DAGGER] Names cited in parentheses are unofficial, locally-used names.
[DOUBLE DAGGER] Mile Point values represent the approximate distance in miles of each end of a given surface water or segment from its mouth (assigned a value of "0"). Mile Points are provided where available for convenience in locating the upstream and downstream ends of segments. Narrative descriptions of surface water or segment boundaries, however, always control over boundaries based upon Mile Points.
1 Note that all or a portion of this surface water is within the Great Marsh ACEC (formerly Parker River/Essex Bay ACEC).
2 Coastal and marine waters Class SA; fresh waters Class B.
3 Formerly the Parker River/Essex Bay ACEC.
TABLE 21 QUINEBAUG RIVER BASIN* |
|||||
Surface Water Name[DAGGER] |
Surface Water or Segment Boundary |
Mile Points[DOUBLE DAGGER] |
Class |
Qualifiers |
|
Quinebaug River |
From outlet of Hamilton Reservoir to Sturbridge POTW discharge |
0.7 - 19.7 |
B |
Cold Water High Quality Water |
|
From Sturbridge POTW discharge to confluence with Cady Brook |
19.7 - 13.4 |
B |
Cold Water |
||
From confluence with Cady Brook to Southbridge POTW discharge |
13.4 - 12.2 |
B |
Warm Water |
||
From Southbridge POTW discharge to MA-CT state line |
12.2 - 7.9 |
B |
Warm Water |
||
Cady Brook |
From outlet of Glen Echo Lake to Charlton City POTW discharge |
6.1 - 5.1 |
B |
Warm Water High Quality Water |
|
From Charlton City POTW discharge to confluence with Quinebaug River |
5.1 - 0.0 |
B |
Warm Water |
||
Cohasse Brook Reservoir (Lo Cohasse Brook Reservoir) |
Entire reservoir to outlet in Southbridge and those tributaries thereto |
A |
PWS ORW |
||
No. 3 Reservoir (Hatchet Brook Reservoir #3) |
Entire reservoir to outlet in Southbridge and those tributaries thereto |
A |
PWS ORW |
||
Tufts Branch |
From source in Dudley to the MA-CT state line |
B |
Cold Water |
* Acronyms:
ORW = Outstanding Resource Water
PWS = Public Water Supply
[DAGGER] Name cited in parentheses are unofficial, locally-used names.
[DOUBLE DAGGER] Mile Point values represent the approximate distance in miles of each end of a given surface water or segment from its mouth (assigned a value of "0"). Mile Points are provided where available for convenience in locating the upstream and downstream ends of segments. Narrative descriptions of surface water or segment boundaries, however, always control over boundaries based upon Mile Points.
TABLE 22 SHAWSHEEN RIVER BASIN |
|||||
Surface Water Name[DAGGER] |
Surface Water or Segment Boundary |
Mile Points[DOUBLE DAGGER] |
Class |
Qualifiers |
|
Shawsheen River |
Source to drinking water intake in Billerica (approximately Cook Street and Alexander Road) |
25.0 - 18.0 |
B |
Treated Water Supply Warm Water |
|
From drinking water intake in Billerica to confluence with the Merrimack River |
18.0 - 0.0 |
B |
Warm Water |
[DOUBLE DAGGER] Mile Point values represent the approximate distance in miles of each end of a given surface water or segment from its mouth (assigned a value of "0"). Mile Points are provided where available for convenience in locating the upstream and downstream ends of segments. Narrative descriptions of surface water or segment boundaries, however, always control over boundaries based upon Mile Points.
TABLE 23 SOUTH COASTAL DRAINAGE AREA* |
||||
Surface Water Name [DAGGER] |
Surface Water or Segment Boundary |
Mile Point [DOUBLE DAGGER] |
Class |
Qualifiers |
Cohasset Harbor |
SA |
Shell fishing |
||
Little Harbor |
SA |
Shell fishing |
||
The Gulf |
SB |
Shell fishing |
||
Scituate Harbor |
SA |
Shell fishing |
||
French Stream |
Entire length, Rockland/Abington/ Hanover |
B |
Warm Water |
|
Drinkwater River |
Entire length, Hanover |
B |
Warm Water |
|
Indian Head River |
Source to Curtis Crossing Dam, Hanover/Hanson/Pembroke |
B |
Warm Water |
|
From the Curtis Crossing Dam to confluence with Herring Brook, Hanover/Pembroke1 |
B |
Warm Water ORW |
||
North River |
From the confluence of Indian Head River and Herring Brook to confluence with Third Herring Brook1 |
11.6 - 9.6 |
SA |
Shell fishing ORW |
From the confluence with Third Herring Brook to Main Street, Marshfield1 |
9.6 - 2.0 |
SA |
Shell fishing ORW |
|
Main Street, Marshfield to Massachusetts Bay |
2.0 - 0.0 |
SA |
Shell fishing |
|
South River |
Source in Duxbury to dam at Main Street, Marshfield1 |
B |
ORW |
|
From the dam at Main Street, Marshfield to confluence with North River, Marshfield1 |
SA |
Shell fishing ORW |
||
Green Harbor |
SA |
Shell fishing |
||
Jones River |
Source to former Wapping Road Dam, Kingston |
7.0 - 3.4 |
B |
Warm Water High Quality Water |
From former Wapping Road Dam, Kingston, to Elm Street Dam, Kingston |
3.4 - 2.5 |
B |
Warm Water |
|
Cove Brook |
Portion of this surface water within the North River Corridor, Marshfield1 |
SA, B2 |
ORW |
|
Herring Brook |
Portion of this surface water within the North River Corridor, Pembroke1 |
SA, B2 |
ORW |
|
Iron Mine Brook |
Portion of this surface water within the North River Corridor, Hanover1 |
SA, B2 |
ORW |
|
Second Herring Brook |
Portion of this surface water within the North River Corridor, Norwell1 |
SA, B2 |
ORW |
|
Stony Brook |
Portion of this surface water within the North River Corridor, Norwell1 |
SA, B2 |
ORW |
|
Third Herring Brook |
Portion of this surface water within the North River Corridor, Norwell1 |
SA, B2 |
ORW |
|
Robinson Creek |
Portion of this surface water within the North River Corridor, Pembroke1 |
SA, B2 |
ORW |
|
Furnace Pond |
Entire pond to outlet in Pembroke and those tributaries thereto |
A |
PWS ORW |
|
Silver Lake |
Entire lake to outlet in Kingston and those tributaries thereto |
A |
PWS ORW |
|
Mounce Pond |
Portion of this surface water within the North River Corridor |
SA, B2 |
ORW |
|
Great Sandy Bottom Pond |
Entire pond to outlet in Pembroke and those tributaries thereto |
A |
PWS ORW |
|
Great South Pond |
Entire pond to outlet in Plymouth and those tributaries thereto |
A |
PWS ORW |
|
Lily Pond |
Entire pond to outlet in Cohasset and those tributaries thereto |
A |
PWS ORW |
|
Little South Pond (South Pond) |
Entire pond to outlet in Plymouth and those tributaries thereto |
A |
PWS ORW |
|
Old Oaken Bucket Pond (Herring Brook Pond) |
Entire pond to outlet in Scituate and those tributaries thereto |
A |
PWS ORW |
|
Aaron River Reservoir |
Entire reservoir to outlet in Cohasset and those tributaries thereto |
A |
PWS ORW |
|
Abington Rockland Reservoir (Hingham Street Reservoir) |
Entire reservoir to outlet in Rockland and those tributaries thereto |
A |
PWS ORW |
|
Huldah Brook |
Source in Marshfield to confluence with Pudding Brook, Pembroke |
B |
Cold Water |
* Acronyms:
ORW = Outstanding Resource Water
PWS = Public Water Supply
[DAGGER]Names cited in parentheses are unofficial, locally-used names.
[DOUBLE DAGGER] Mile Point values represent the approximate distance in miles of each end of a given surface water or segment from its mouth (assigned a value of "0"). Mile Points are provided where available for convenience in locating the upstream and downstream ends of segments. Narrative descriptions of surface water or segment boundaries, however, always control over boundaries based upon Mile Points.
1 Note that all or a portion of these surface waters are within the North River Corridor as defined by the "Scenic and Recreational River Protective Order for the North River", issued pursuant to M.G.L. 21, § 17B, and St. 1978, c. 367, § 62.
2 Coastal and marine waters Class SA; fresh waters Class B.
TABLE 24 SUDBURY, ASSABET, and CONCORD (SuAsCo) RIVER BASIN* |
|||||
Surface Water Name[DAGGER] |
Surface Water or Segment Boundary |
Mile Points[DOUBLE DAGGER] |
Class |
Qualifiers |
|
Sudbury River |
From outlet of Cedar Swamp Pond to Fruit Street Bridge in Hopkinton1 |
Above 29.1 |
B |
Warm Water ORW |
|
From Fruit Street Bridge, Hopkinton to outlet of Saxonville Pond |
29.1 - 16.2 |
B |
Warm Water High Quality Water |
||
From outlet of Saxonville Pond to confluence with Hop Brook, Wayland |
16.2 - 10.6 |
B |
Aquatic Life High Quality Water |
||
From confluence with Hop Brook, Wayland to confluence with the Assabet River forming the headwaters of the Concord River |
10.6 - 0.00 |
B |
Aquatic Life |
||
Denney Brook |
Entire brook1 |
B |
ORW |
||
Jackstraw Brook |
Source in Westborough to Upton Road, first crossing south of Hopkinton Road, Westborough1 |
B |
Cold Water ORW |
||
From Upton Road, first crossing south of Hopkinton Road, Westborough, to the inlet of Cedar Swamp Pond, Westborough1 |
B |
ORW |
|||
Picadilly Brook |
Entire brook1 |
B |
ORW |
||
Rutters Brook |
Entire brook1 |
B |
ORW |
||
Whitehall Brook |
Entire brook1 |
B |
ORW |
||
Hop Brook |
From Carding Mill Pond Dam to confluence with the Sudbury River |
9.7 - 0.0 |
B |
Warm Water |
|
Concord River |
From confluence of Assabet and Sudbury Rivers to the Billerica Water Supply Intake |
15.4 - 5.9 |
B |
Warm Water Treated Water Supply |
|
From the Billerica Water Supply Intake to Rogers Street, Lowell |
5.9 - 1.0 |
B |
Warm Water |
||
From Rogers Street, Lowell to confluence with the Merrimack River |
1.0 - 0.0 |
B |
Warm Water CSO |
||
Assabet River |
Source to the Westborough POTW discharge |
31.8 - 30.4 |
B |
Warm Water High Quality Water |
|
From the Westborough POTW discharge to outlet of Boones Pond (Lake Boon) |
30.4 - 12.4 |
B |
Warm Water |
||
From outlet of Boones Pond to confluence with the Sudbury River, forming the headwaters of the Concord River |
12.4 - 0.0 |
B |
Warm Water |
||
Nagog Pond |
Entire pond to outlet in Acton and those tributaries thereto |
A |
PWS ORW |
||
Westborough Reservoir (Sandra Pond) |
Entire reservoir to outlet in Westborough and those tributaries thereto |
A |
PWS ORW |
||
Gates Pond (Gates Pond Reservoir) |
Entire pond to outlet in Berlin and those tributaries thereto |
A |
PWS ORW |
||
White Pond |
Entire pond to outlet in Hudson and those tributaries thereto |
A |
PWS ORW |
||
Millham Reservoir |
Entire reservoir to outlet in Marlborough and those tributaries thereto |
A |
PWS ORW |
||
Lake Williams Reservoir (Williams Lake) |
Entire reservoir to outlet in Marlborough and those tributaries thereto |
A |
PWS ORW |
||
Sudbury Reservoir |
Entire reservoir in Westborough/ Marlborough/Southborough/ Framingham and those tributaries thereto |
A |
PWS ORW |
||
MWRA Open Canal (Wachusett Aqueduct) |
Entire length and those tributaries thereto |
A |
PWS ORW |
||
Framingham Reservoir No. 3 |
Entire reservoir to outlet in Framingham and those tributaries thereto |
A |
PWS ORW |
||
Cedar Swamp Pond |
The portion of the surface water within the Cedar Swamp ACEC |
B |
ORW |
||
Pine Brook |
Source in Wayland to confluence with Sudbury River, Wayland |
B |
Cold Water |
||
Sheep Fall Brook |
Source in Marlborough to confluence with Flagg Brook, Marlborough |
B |
Cold Water |
||
Unnamed tributary to Assabet River |
Entire length from source south of Athens St. in Stow to confluence with the Assabet River, Stow |
B |
Cold Water |
* Acronyms:
ACEC = Area of Critical Environmental Concern
CSO = Combined Sewer Overflow
MWRA = Massachusetts Water Resources Authority
ORW = Outstanding Resource Water
PWS = Public Water Supply
[DAGGER] Name cited in parentheses are unofficial, locally-used names.
[DOUBLE DAGGER] Mile Point values represent the approximate distance in miles of each end of a given surface water or segment from its mouth (assigned a value of "0"). Mile Points are provided where available for convenience in locating the upstream and downstream ends of segments. Narrative descriptions of surface water or segment boundaries, however, always control over boundaries based upon Mile Points.
1 Note that all or a portion of this surface water is within the Cedar Swamp ACEC.
TABLE 25 TAUNTON RIVER BASIN* |
||||
Surface Water Name [DAGGER] |
Surface Water or Segment Boundary |
Mile Point [DOUBLE DAGGER] |
Class |
Qualifiers |
Taunton River |
From confluence with the Town River to Rt. 24 Bridge |
40.8 - 21.2 |
B |
Warm Water |
From Rt. 24 Bridge to its mouth at confluence with Mt. Hope Bay |
21.2 - 0.0 |
SB |
Shell fishing CSO |
|
Salisbury Plain River |
From Brockton POTW discharge to confluence with the Matfield River, East Bridgewater |
B |
Warm Water |
|
Matfield River |
From confluence with the Salisbury Plain River, East Bridgewater, to confluence with the Town River, East Bridgewater |
B |
Warm Water |
|
Town River |
From Bridgewater POTW discharge to confluence with the Matfield and Taunton Rivers |
2.4 - 0.0 |
B |
Warm Water |
Nemasket River |
From Middleborough POTW discharge to confluence with the Taunton River |
B |
Warm Water |
|
Saw Mill Brook |
Entire length |
1.5 - 0.0 |
B |
Warm Water |
Mill River |
From outlet of Lake Sabbatia, Taunton, to confluence with the Taunton River |
3.4 - 0.0 |
B |
Warm Water |
Three Mile River |
Source to confluence with the Taunton River |
15.8 - 0.0 |
B |
Warm Water |
Wading River (Attleboro Reservoir) |
Source to PWS intake in Mansfield and those tributaries thereto |
A |
PWS ORW |
|
From water supply intake, Mansfield to confluence with Three Mile River |
B |
Warm Water |
||
Assawompset Pond |
Entire pond to outlet in Lakeville and those tributaries thereto |
A |
PWS ORW |
|
Great Quittacas Pond |
Entire pond to outlet in Lakeville and those tributaries thereto |
A |
PWS ORW |
|
Little Quittacas Pond |
Entire pond to outlet in Lakeville and those tributaries thereto |
A |
PWS ORW |
|
Long Pond |
Entire pond to outlet in Lakeville and those tributaries thereto |
A |
PWS ORW |
|
Pocksha Pond |
Entire pond to outlet in Lakeville and those tributaries thereto |
A |
PWS ORW |
|
Somerset Reservoir |
Entire reservoir to outlet in Somerset and those tributaries thereto, including Segreganset River from pumping station, Dighton, to source |
A |
PWS ORW |
|
Monponsett Pond |
Entire pond to outlet in Halifax and those tributaries thereto (inclusive of east and west basins; feeder to Silver Lake water supply listed in the South Coastal drainage area) |
A |
PWS ORW |
|
Elders Pond |
Entire pond to outlet in Lakeville and those tributaries thereto |
A |
PWS ORW |
|
Brockton Reservoir (Avon Reservoir, Salisbury Brook Reservoir) |
Entire reservoir to outlet in Avon and those tributaries thereto |
A |
PWS ORW |
* Acronyms:
CSO = Combined Sewer Overflow
ORW = Outstanding Resource Water
PWS = Public Water Supply
[DAGGER] Names cited in parentheses are unofficial, locally-used names
[DOUBLE DAGGER] Mile Point values represent the approximate distance in miles of each end of a given surface water or segment from its mouth (assigned a value of "0"). Mile Points are provided where available for convenience in locating the upstream and downstream ends of segments. Narrative descriptions of surface water or segment boundaries, however, always control over boundaries based upon Mile Points.
TABLE 26 TEN MILE RIVER BASIN* |
|||||
Surface Water Name[DAGGER] |
Surface Water or Segment Boundary |
Mile Points[DOUBLE DAGGER] |
Class |
Qualifiers |
|
Ten Mile River |
Source to West Bacon Street, Plainville |
23.1 - 19.9 |
B |
Warm Water High Quality Water |
|
From West Bacon Street, Plainville to Whiting Pond Dam |
19.9 - 19.3 |
B |
Warm Water High Quality Water |
||
From Whiting Pond Dam to MA-RI state line |
19.3 - 0.0 |
B |
Warm Water |
||
Bungay River |
Entire length, North Attleborough/Attleboro |
4.5 - 0.0 |
B |
Warm Water |
|
Speedway Brook (Thacher Brook) |
Entire length, Attleboro |
2.0 - 0.0 |
B |
Warm Water |
|
Orrs Pond (Sevenmile River, City Pond, Upper Pond, Orrs Reservoir) |
Entire pond to outlet in Attleboro and those tributaries thereto |
A |
PWS ORW |
* Acronyms:
ORW = Outstanding Resource Water
PWS = Public Water Supply
[DAGGER] Name cited in parentheses are unofficial, locally-used names
[DOUBLE DAGGER] Mile Point values represent the approximate distance in miles of each end of a given surface water or segment from its mouth (assigned a value of "0"). Mile Points are provided where available for convenience in locating the upstream and downstream ends of segments. Narrative descriptions of surface water or segment boundaries, however, always control over boundaries based upon Mile Points.
TABLE 27 WESTFIELD RIVER BASIN* |
|||||
Surface Water Name[DAGGER] |
Surface Water or Segment Boundary |
Mile Points[DOUBLE DAGGER] |
Class |
Qualifiers |
|
Middle Branch Westfield River |
Source to Kinnebrook Road, Dayville |
Above 3.0 |
A |
Cold Water PWS ORW |
|
From Kinnebrook Road, Dayville to Littleville Dam, Chester/Huntington (inclusive of Littleville Lake) and those tributaries thereto |
3.0 - 1.0 |
A |
PWS ORW |
||
From outlet of Littleville Dam to confluence with the Westfield River |
1.0 - 0.0 |
B |
Warm Water High Quality Water |
||
West Branch Westfield River |
Source to Chester Center |
17.5 - 7.5 |
B |
Cold Water High Quality Water |
|
From Chester Center to confluence with the Westfield River |
7.5 - 0.0 |
B |
Cold Water |
||
Westfield River |
Source to confluence with the Middle Branch Westfield River (includes the former segment of river known locally as the Westfield River East Branch) |
62.5 - 27.1 |
B |
Cold Water High Quality Water |
|
From confluence with the Middle Branch Westfield River to confluence with the Connecticut River |
27.1 - 0.0 |
B |
Warm Water |
||
Dead Branch (Brook) |
From outlet of Long Pond to confluence with the Westfield River |
B |
Cold Water |
||
Little River |
From Cobble Mountain Reservoir Dam to hydroelectric dam (this river is a tributary to a PWS) |
A |
Cold Water PWS ORW |
||
From Hydroelectric dam to confluence with Westfield River |
B |
Cold Water |
|||
Long Pond (Long Pond Reservoir, Tucker Healy Pond, Lincoln Pond) |
Source to outlet in Blandford and those tributaries thereto |
A |
PWS ORW |
||
Unnamed Reservoir (Austin Brook Reservoir) |
Entire reservoir to outlet in Chester and those tributaries thereto |
A |
PWS ORW |
||
Horn Pond (Horn Pond Reservoir) |
Entire pond to outlet in Becket and those tributaries thereto |
A |
PWS ORW |
||
Huntington Reservoir (Cold Brook Reservoir) |
Entire reservoir to outlet in Blandford and those tributaries thereto |
A |
ORW |
||
Russell Reservoir (Lower Black Brook Reservoir) |
Entire reservoir to outlet in Russell and those tributaries thereto |
A |
PWS ORW |
||
Bearhole Reservoir (Bearhole Brook Reservoir, Prudys Pond) |
Entire reservoir to outlet in West Springfield and those tributaries thereto |
A |
PWS ORW |
||
Granville Reservoir |
Entire reservoir to outlet in Granville and those tributaries thereto |
A |
PWS ORW |
||
Cobble Mt. Reservoir |
Entire reservoir to outlet in Russell and those tributaries thereto |
A |
PWS ORW |
||
Intake Reservoir |
Entire reservoir to outlet of hydroelectric dam in Russell and those tributaries thereto |
A |
PWS ORW |
||
Unnamed Pond (Sedimentation Basin, Westfield Mountain Pond) |
Entire pond northeast of the intersection of Gorge Road and Granville Road in Westfield and those tributaries thereto |
A |
PWS ORW |
||
Ashley Reservoir (Ashley Pond, Wright Pond, Cedar Reservoir) |
Entire reservoir to outlet in Holyoke and those tributaries thereto |
A |
PWS ORW |
||
McLean Reservoir |
Entire reservoir to outlet in Holyoke and those tributaries thereto |
A |
PWS ORW |
||
Unnamed Reservoir (Upper Black Brook Reservoir) |
Entire reservoir on Black Brook just west of Martin Phelps Road to outlet in Blandford and those tributaries thereto |
A |
PWS ORW |
||
Abbott Brook |
Entire length, Chester |
B |
Cold Water |
||
Arm Brook |
Source to inlet of unnamed impoundment upstream of Rte. 90 highway crossing, Southampton/ Westfield |
B |
Cold Water |
||
Ashley Brook |
Source to confluence with Jacks Brook, Westfield |
B |
Cold Water |
||
Austin Brook |
Source in Becket to the inlet of Unnamed Reservoir (Austin Brook Reservoir) |
A |
Cold Water PWS ORW |
||
From the outlet of Unnamed Reservoir (Austin Brook Reservoir) to confluence with Walker Brook, Chester |
B |
Cold Water |
|||
Barry Brook |
Entire length, Holyoke/West Springfield/Westfield |
B |
Cold Water |
||
Bartlett Brook |
Entire length, Plainfield/Cummington |
B |
Cold Water |
||
Bearden Brook |
Source in Montgomery to confluence with Westfield River, Montgomery |
B |
Cold Water |
||
Blair Brook |
Source in Chester to confluence with West Branch Westfield River, Chester |
B |
Cold Water |
||
Bronson Brook |
Entire length, Cummington/ Worthington |
B |
Cold Water |
||
Bush Brook |
Entire length, Westfield |
B |
Cold Water |
||
Clear Brook |
Source in Savoy to confluence with Windsor Jambs Brook, Windsor |
B |
Cold Water |
||
Cone Brook |
Source in Peru to confluence with Tuttle Brook, Peru (this brook is a tributary to a PWS) |
A |
Cold Water PWS ORW |
||
Crow Brook |
Source in Montgomery to confluence with Roaring Brook, Montgomery |
B |
Cold Water |
||
Depot Brook |
Entire length, Washington/Becket |
B |
Cold Water |
||
Dickinson Brook |
Entire length, Granville |
B |
Cold Water |
||
Factory Brook |
Entire length, Peru/Middlefield |
B |
Cold Water |
||
Florida Brook |
Source in Huntington to confluence with Westfield River, Huntington |
B |
Cold Water |
||
Freeland Brook |
Source in Blanford to confluence with Stage Brook, Russell |
B |
Cold Water |
||
Fuller Brook |
Entire length, Peru/Worthington |
A |
Cold Water PWS ORW |
||
Geer Brook |
Entire length, Peru/Middlefield |
B |
Cold Water |
||
Hamilton Brook |
Source in Becket to confluence with Walker Brook, Becket |
B |
Cold Water |
||
Hollister Brook |
Source in Granville to inlet of Granville Reservoir, Granville (this brook is a tributary to a PWS) |
A |
Cold Water PWS ORW |
||
Horse Hill Brook |
Source in Huntington to confluence with Roaring Brook, Huntington |
B |
Cold Water |
||
Hume Brook |
Source in Windsor to confluence with Westfield Brook, Windsor |
B |
Cold Water |
||
Hundred Acre Brook |
Source in Westfield to confluence with Little River, Westfield |
B |
Cold Water |
||
Kearney Brook |
Entire length, Cummington/ Worthington |
B |
Cold Water |
||
Kellog Brook |
Entire length, Southwick/Westfield |
B |
Cold Water |
||
Kinne Brook |
Entire length, Worthington/Chester |
A |
Cold Water PWS ORW |
||
Mica Mill Brook |
Source in Chester to confluence with West Branch Westfield River, Chester |
B |
Cold Water |
||
Mill Brook |
Entire length in Plainfield/Cummington to confluence with the Westfield River |
B |
Cold Water |
||
Miller Brook |
Entire length, Agawam |
B |
Cold Water |
||
Mongue Meadow Brook |
Source in Windsor to confluence with Alder Meadow Brook, Windsor |
B |
Cold Water |
||
Munn Brook |
Entire length, Granville/Southwick/ Westfield |
B |
Cold Water |
||
Otis Wait Brook |
Source in Chester to confluence with West Branch Westfield River, Chester |
B |
Cold Water |
||
Pittsinger Brook |
Source in Huntington to confluence with Dead Branch Brook, Huntington |
B |
Cold Water |
||
Pixley Brook |
Source in Blandford to confluence with Peebles Brook, Blanford (this brook is a tributary to a PWS) |
A |
Cold Water PWS ORW |
||
Pond Brook |
Entire length, Huntington |
B |
Cold Water |
||
Potash Brook |
Entire length, Blandford/Russell |
B |
Cold Water |
||
Powell Brook |
Source in Cummington to confluence with Kearnery Brook, Cummington |
B |
Cold Water |
||
Roaring Brook (1) |
Entire length in Huntington/ Montgomery to confluence with the Westfield River |
B |
Cold Water |
||
Roaring Brook (2) |
Entire length in Chester/Huntington to confluence with the West Branch Westfield River |
B |
Cold Water |
||
Shaker Mill Brook |
Entire length, Washington/Becket |
B |
Cold Water |
||
Shaw Brook |
Entire length, Windsor |
B |
Cold Water |
||
Skunk Brook |
Source in Chester to confluence with Kinne Brook, Chester (this brook is a tributary to a PWS) |
A |
Cold Water PWS ORW |
||
Smith Brook |
Source to confluence with Middle Branch Westfield River, Chester (this brook is a tributary to a PWS) |
A |
Cold Water PWS ORW |
||
Sodum Brook |
Source in Russell to confluence with Little River, Russell |
B |
Cold Water |
||
Stage Brook |
Entire length, Russell |
B |
Cold Water |
||
Steep Bank Brook |
Entire length, Windsor |
B |
Cold Water |
||
Stones Brook |
Entire length, Ashfield/Goshen |
B |
Cold Water |
||
Swift River |
Entire length, Hawley/Ashfield/ Goshen/Cummington |
B |
Cold Water |
||
Swift River North Branch |
Entire length, Plainfield/Ashfield/ Cummington |
B |
Cold Water |
||
Sykes Brook |
Source in Chester to confluence with Westfield River, Huntington |
B |
Cold Water |
||
Tannery Brook |
Source in Blanford to confluence with Bedlam Brook, Blandford (this brook is a tributary to a PWS) |
A |
Cold Water PWS ORW |
||
Tower Brook |
Entire length, Cummington/ Worthington/Chesterfield |
B |
Cold Water |
||
Walker Brook |
Entire length, Becket/Chester |
B |
Cold Water |
||
West Branch (Brook) |
Entire length, Worthington/Chesterfield |
B |
Cold Water |
||
Westfield Brook |
Entire length, Windsor/Cummington |
B |
Cold Water |
||
White Brook |
Entire length, Agawam |
B |
Cold Water |
||
Whitmarsh Brook |
Source in Cummington to confluence with Bronson Brook, Worthington |
B |
Cold Water |
||
Wolf Brook |
Source in Cummington to confluence with Westfield Brook, Cummington |
B |
Cold Water |
||
Yokum Brook |
Entire length, Becket |
B |
Cold Water |
* Acronyms:
ORW = Outstanding Resource Water
PWS = Public Water Supply
[DAGGER] Names cited in parentheses are unofficial, locally-used names
[DOUBLE DAGGER] Mile Point values represent the approximate distance in miles of each end of a given surface water or segment from its mouth (assigned a value of "0"). Mile Points are provided where available for convenience in locating the upstream and downstream ends of segments. Narrative descriptions of surface water or segment boundaries, however, always control over boundaries based upon Mile Points.
TABLE 28 SITE-SPECIFIC CRITERIA* |
|||||
Basin/Drainage Area |
Surface Water [DAGGER] |
Boundary, Town or River Mile [DOUBLE DAGGER] |
Site-specific Criteria |
||
Pollutant |
Criteria[PI] |
||||
Blackstone River Basin |
Auburn Pond |
Auburn |
Total Phosphorus |
0.025 mg/L |
|
Blackstone River |
From the Upper Blackstone POTW discharge to the MA-RI state line (river mile 45.2 to 20.0) |
Copper |
Acute1: 25.7 µg/L Chronic2: 18.1 µg/L |
||
Brierly Pond |
Millbury |
Total Phosphorus |
0.025 mg/L |
||
Curtis Pond North |
Worcester |
Total Phosphorus |
0.025 mg/L |
||
Curtis Pond South |
Worcester |
Total Phosphorus |
0.025 mg/L |
||
Dorothy Pond |
Millbury |
Total Phosphorus |
0.025 mg/L |
||
Eddy Pond |
Auburn |
Total Phosphorus |
0.015 mg/L |
||
Flint Pond |
Grafton, Worcester, Shrewsbury |
Total Phosphorus |
0.012 mg/L |
||
Green Hill Pond |
Worcester |
Total Phosphorus |
0.025 mg/L |
||
Howe Reservoir (West Basin) |
Millbury |
Total Phosphorus |
0.025 mg/L |
||
Indian Lake |
Worcester |
Total Phosphorus |
0.027 mg/L |
||
Jordan Pond |
Shrewsbury |
Total Phosphorus |
0.025 mg/L |
||
Lake Quinsigamond |
Worcester, Shrewsbury |
Total Phosphorus |
0.012 mg/L |
||
Leesville Pond |
Auburn, Worcester |
Total Phosphorus |
0.040 mg/L |
||
Mill Pond |
Shrewsbury |
Total Phosphorus |
0.025 mg/L |
||
Mumford River |
From the Douglas POTW discharge to confluence with the Blackstone River (river mile 9.0 to 0.0) |
Copper |
Acute1: 25.7 µg/L Chronic2: 18.1 µg/L |
||
Newton Pond |
Shrewsbury |
Total Phosphorus |
0.025 mg/L |
||
Pondville Pond |
Auburn |
Total Phosphorus |
0.025 mg/L |
||
Salisbury Pond |
Worcester |
Total Phosphorus |
0.0455 mg/L |
||
Shirley Pond |
Shrewsbury |
Total Phosphorus |
0.025 mg/L |
||
Smiths Pond |
Leicester |
Total Phosphorus |
0.020 mg/L |
||
Southwick Pond |
Leicester |
Total Phosphorus |
0.010 mg/L |
||
Stoneville Pond |
Auburn |
Total Phosphorus |
0.025 mg/L |
||
West River |
From the Upton POTW discharge to confluence with Blackstone River (river mile 8.8 to 0.0) |
Copper |
Acute1: 25.7 µg/L Chronic2: 18.1 µg/L |
||
Buzzards Bay Coastal Drainage Area |
Unnamed Brook |
The unnamed brook located approximately 1/4-mile northeast of and parallel to Aucoot Creek, from the Marion POTW discharge in Marion to confluence with Aucoot Cove (river mile 0.75 to 0.0) |
Copper |
Acute1: 25.7 µg/L Chronic2: 18.1 µg/L |
|
Cape Cod Coastal Drainage Area Stage Harbor System |
Mill Pond |
Chatham. Criterion applies at mid-channel of the outlet of Mill Pond (which is a part of the Mitchell River), approximately 350 meters upstream of Bridge Street Bridge (Lat. 41.67191; Long. -69.95974167). If criterion is met, it will also protect Little Mill Pond and Mitchell River. |
Total Nitrogen |
0.38 mg/L |
|
Oyster Pond |
Chatham. Criterion applies at approximately mid-channel between Long Point and the point off the end of Woodcarver Knoll Road (Lat. 41.6787192; Long. -69.97749022). If criterion is met, it will also protect Stetson Cove, Oyster Pond River and Stage Harbor. |
Total Nitrogen |
0.38 mg/L |
||
Cape Cod Coastal Drainage Area Sulphur Springs System |
Harding Beach Pond (locally known as Sulphur Springs) |
Chatham. Criterion applies at lower end of Harding Beach Pond in open water, near the outlet to Bucks Creek (Lat. 41.67365; Long. -70.00000278). If criterion is met, it will also protect Bucks Creek. |
Total Nitrogen |
0.38 mg/L |
|
Cape Cod Coastal Drainage Area Taylors Pond System |
Taylors Pond |
Chatham. Criterion applies at the eastern side of the pond, approximately 60 meters from shore (Lat. 41.677769; Long. -70.016989). If criterion is met, it will also protect Mill Creek. |
Total Nitrogen |
0.38 mg/L |
|
Cape Cod Coastal Drainage Area Bassing Harbor System |
Ryder Cove (Inner and Outer Ryder Cove) |
Chatham. Criterion applies at two locations: 50 meters from the eastern shore, adjacent to Woodland Way Circle (Lat. 41.708384; Long. -69.981777) and Mid-channel of Ryder Cove at narrows (adjacent to Rover Run Road) approximately 0.6 kilometers upstream of outlet to Bassing Harbor (Lat. 41.706554; Long. -69.973544). If criterion is met at these two locations, it will also protect Bassing Harbor, Crows Pond, and Frost Fish Creek. |
Bioactive Nitrogen3 |
0.160 mg/L |
|
Cape Cod Coastal Drainage Area Muddy Creek System |
Muddy Creek |
Outlet of small unnamed pond south of Countryside Drive and north-northeast of Old Queen Anne Road to mouth at Pleasant Bay, Chatham. Criterion applies at mid-channel, approximately 200 meters upstream of Orleans Road Bridge (Lat. 41.71109; Long. -69.99653472) |
Bioactive Nitrogen3 |
0.210 mg/L |
|
Charles River Basin |
Charles River |
From the Milford POTW discharge to the Watertown Dam (river mile 73.4 to 9.8) |
Copper |
Acute1: 25.7 pg/L Chronic2: 18.1 pg/L |
|
Stop River |
From MCI-Norfolk Water Pollution Control Facility discharge to confluence with Charles River (river mile 4.4 to 0.0) |
Copper |
Acute1: 25.7 pg/L Chronic2: 18.1 pg/L |
||
Chicopee River Basin |
Browning Pond |
Oakham |
Total Phosphorus |
0.015 mg/L |
|
Long Pond |
Springfield |
Total Phosphorus |
0.030 mg/L |
||
Mona Lake |
Springfield |
Total Phosphorus |
0.030 mg/L |
||
Minechoag Pond |
Ludlow |
Total Phosphorus |
0.030 mg/L |
||
Spectacle Pond |
Wilbraham |
Total Phosphorus |
0.020 mg/L |
||
Sugden Reservoir |
Spencer |
Total Phosphorus |
0.015 mg/L |
||
Wickaboag Pond |
West Brookfield |
Total Phosphorus |
0.015 mg/L |
||
Connecticut River Basin |
Aldrich Lake East |
Granby |
Total Phosphorus |
0.030 mg/L |
|
Aldrich Lake West |
Granby |
Total Phosphorus |
0.030 mg/L |
||
Bachelor Brook |
River mile 12.4 to 0.0 (its mouth at the confluence with Connecticut River, South Hadley) |
Copper |
Acute1: 25.7 µg/L Chronic2: 18.1 µg/L |
||
Lake Warner |
Hadley |
Total Phosphorus |
0.030 mg/L |
||
Lake Wyola |
Shutesbury |
Total Phosphorus |
0.015 mg/L |
||
Leverett Pond |
Leverett |
Total Phosphorus |
0.015 mg/L |
||
Loon Pond |
Springfield |
Total Phosphorus |
0.030 mg/L |
||
French River Basin |
Buffumville Lake |
Charlton |
Total Phosphorus |
0.015 mg/L |
|
Cedar Meadow Pond |
Leicester |
Total Phosphorus |
0.015 mg/L |
||
Dresser Hill Pond |
Charlton |
Total Phosphorus |
0.035 mg/L |
||
Dutton Pond |
Leicester |
Total Phosphorus |
0.025 mg/L |
||
Gore Pond |
Charlton, Dudley |
Total Phosphorus |
0.014 mg/L |
||
French River |
River mile 27.3 to 7.0 (at the MA-CT state line, Dudley/Webster) |
Copper |
Acute1: 25.7 µg/L Chronic2: 18.1 µg/L |
||
Granite Reservoir |
Charlton |
Total Phosphorus |
0.015 mg/L |
||
Greenville Pond |
Leicester |
Total Phosphorus |
0.025 mg/L |
||
Hudson Pond |
Oxford |
Total Phosphorus |
0.015 mg/L |
||
Jones Pond |
Charlton, Spencer |
Total Phosphorus |
0.015 mg/L |
||
Larner Pond |
Dudley |
Total Phosphorus |
0.014 mg/L |
||
Lowes Pond |
Oxford |
Total Phosphorus |
0.015 mg/L |
||
McKinstry Pond |
Oxford |
Total Phosphorus |
0.015 mg/L |
||
New Pond |
Dudley |
Total Phosphorus |
0.014 mg/L |
||
Peter Pond |
Dudley |
Total Phosphorus |
0.010 mg/L |
||
Pikes Pond |
Charlton |
Total Phosphorus |
0.015 mg/L |
||
Robinson Pond |
Oxford |
Total Phosphorus |
0.012 mg/L |
||
Rochdale Pond |
Leicester |
Total Phosphorus |
0.025 mg/L |
||
Shepherd Pond |
Dudley |
Total Phosphorus |
0.014 mg/L |
||
Texas Pond |
Oxford |
Total Phosphorus |
0.025 mg/L |
||
Tobins Pond (Mosquito Pond) |
Dudley |
Total Phosphorus |
0.014 mg/L |
||
Wallis Pond |
Dudley |
Total Phosphorus |
0.014 mg/L |
||
Hudson River Basin |
Hoosic River (South Branch Hoosic River) |
From Adams POTW discharge to confluence with the North Branch Hoosic River, North Adams (river mile 15.4 to 10.3) |
Copper |
Acute1: 25.7 µg/L Chronic2: 18.1 µg/L |
|
Housatonic River Basin |
Housatonic River |
From Pittsfield POTW discharge to the MA-CT state line, Sheffield (river mile 50.9 to 0.0) |
Copper |
Acute1: 25.7 µg/L Chronic2: 18.1 µg/L |
|
Ipswich River Basin |
Unnamed tributary (Greenwood Creek) |
From Ipswich POTW discharge to confluence with the Ipswich River, Ipswich (river mile 0.7 to 0.0) |
Copper |
Acute1: 25.7 µg/L Chronic2: 18.1 µg/L |
|
Millers River Basin |
Beaver Flowage Pond |
Royalston |
Total Phosphorus |
0.0125 mg/L |
|
Bents Pond |
Gardner |
Total Phosphorus |
0.015 mg/L |
||
Bourne-Hadley Pond |
Templeton |
Total Phosphorus |
0.015 mg/L |
||
Brazell Pond |
Templeton |
Total Phosphorus |
0.015 mg/L |
||
Cowee Pond |
Gardner |
Total Phosphorus |
0.0127 mg/L |
||
Davenport Pond |
Petersham, Athol |
Total Phosphorus |
0.0127 mg/L |
||
Depot Pond |
Templeton |
Total Phosphorus |
0.015 mg/L |
||
Ellis Pond |
Athol |
Total Phosphorus |
0.015 mg/L |
||
Greenwood Pond |
Templeton |
Total Phosphorus |
0.015 mg/L |
||
Greenwood Pond |
Westminster |
Total Phosphorus |
0.0139 mg/L |
||
Hilchey Pond |
Gardner |
Total Phosphorus |
0.019 mg/L |
||
Lake Denison |
Winchendon |
Total Phosphorus |
0.015 mg/L |
||
Lake Monomonac |
Winchendon |
Total Phosphorus |
0.0133 mg/L |
||
Lower Naukeag Lake |
Ashburnham |
Total Phosphorus |
0.0145 mg/L |
||
Minott Pond |
Westminster |
Total Phosphorus |
0.015 mg/L |
||
Minott Pond South |
Westminster |
Total Phosphorus |
0.011 mg/L |
||
Parker Pond |
Gardner |
Total Phosphorus |
0.015 mg/L |
||
Ramsdall Pond |
Gardner |
Total Phosphorus |
0.015 mg/L |
||
Reservoir No. 1 |
Athol |
Total Phosphorus |
0.015 mg/L |
||
Reservoir No. 2 |
Phillipston, Athol |
Total Phosphorus |
0.0051 mg/L |
||
Riceville Pond |
Petersham, Athol |
Total Phosphorus |
0.015 mg/L |
||
South Athol Pond |
Athol |
Total Phosphorus |
0.015 mg/L |
||
Stoddard Pond |
Winchendon |
Total Phosphorus |
0.015 mg/L |
||
Wallace Pond |
Ashburnham |
Total Phosphorus |
0.0137 mg/L |
||
Ward Pond |
Athol |
Total Phosphorus |
0.015 mg/L |
||
Whites Mill Pond |
Winchendon |
Total Phosphorus |
0.015 mg/L |
||
Whitney Pond |
Winchendon |
Total Phosphorus |
0.015 mg/L |
||
Wrights Reservoir |
Gardner, Westminster |
Total Phosphorus |
0.0135 mg/L |
||
Nashua River Basin |
Bare Hill Pond |
Harvard |
Total Phosphorus |
0.030 mg/L |
|
North Nashua River |
River mile 36.5 to 0.0 (its mouth at the confluence with the Nashua River, Lancaster) |
Copper |
Acute1: 25.7 µg/L Chronic2: 18.1 µg/L |
||
Nashua River (South Branch) |
The portion of the Nashua River from its confluence with the North Branch Nashua River, Lancaster, to 3.3 miles upstream, Clinton |
Copper |
Acute1: 25.7 µg/L Chronic2: 18.1 µg/L |
||
Squannacook River |
From 500 feet downstream of the outlet of the Squannacook River Reservoir Dam to confluence with the Nashua River, Shirley/Groton (river mile 3.3 to 0.0) |
Zinc |
Acute1: 167.2 µg/L Chronic2: 168.6 µg/L |
||
Quinebaug River Basin |
Cady Brook |
From the Charlton POTW discharge to confluence with the Quinebaug River, Southbridge (river mile 5.1 to 0.0) |
Copper |
Acute1: 25.7 µg/L Chronic2: 18.1 µg/L |
|
Quinebaug River |
River mile 19.7 to 7.9 (at the MA-CT state line, Dudley) |
Copper |
Acute1: 25.7 µg/L Chronic2: 18.1 µg/L |
||
South Coastal Drainage Area |
French Stream |
River mile 3.3 to 0.0 (its mouth at the confluence with the Drinkwater River, Hanover) |
Copper |
Acute1: 25.7 µg/L Chronic2: 18.1 µg/L |
|
Suasco River Basin |
Assabet River |
River mile 30.4 to 0.0 (its mouth at the confluence with the Sudbury River, Concord) |
Copper |
Acute1: 25.7 µg/L Chronic2: 18.1 µg/L |
|
Lake Boon |
Hudson, Stow |
Total Phosphorus |
0.020 mg/L |
||
Taunton River Basin |
Nemasket River |
River mile 5.5 to 0.0 (its mouth at the confluence with the Taunton River, Middleborough) |
Copper |
Acute1: 25.7 µg/L Chronic2: 18.1 µg/L |
|
Salisbury Plain River |
River mile 2.0 to 0.0 (its mouth at the confluence with Beaver Brook, both surface waters forming the headwaters of the Matfield River, East Bridgewater) |
Copper |
Acute1: 25.7 µg/L Chronic2: 18.1 µg/L |
||
Three Mile River |
River mile 6.0 to 0.0 (its mouth at the confluence with the Taunton River, Dighton/Taunton) |
Copper |
Acute1: 25.7 µg/L Chronic2: 18.1 µg/L |
||
Town River |
River mile 2.2 to 0.0 (its mouth at the confluence with the Matfield River, both surface waters forming the headwaters of the Taunton River, Bridgewater) |
Copper |
Acute1: 25.7 µg/L Chronic2: 18.1 µg/L |
||
Ten Mile River Basin |
Ten Mile River |
River mile 14.0 to 0.0 (at the MA-RI state line, Seekonk) |
Copper |
Acute1: 25.7 µg/L Chronic2: 18.1 µg/L |
|
Westfield River Basin |
Westfield River |
River mile 10.8 to 0.0 (its mouth at the confluence with the Connecticut River) |
Copper |
Acute1: 25.7 µg/L Chronic2: 18.1 µg/L |
* Acronyms:
MWRA = Massachusetts Water Resources Authority
POTW = Publicly-Owned Treatment Works
[DAGGER] Names cited in parentheses are unofficial, locally-used names.
[DOUBLE DAGGER] A River Mile is a linear measurement that begins at the mouth of the river ("0.0"), and increases in an upstream direction along its path.
[PI] Copper and zinc criteria are dissolved concentrations.
1 The average ambient surface water pollutant concentration over any 1-hour period shall not exceed the acute criterion (Criterion Maximum Concentration or CMC) more than once during any three year period.
2 The average ambient surface water pollutant concentration over any 4-day period shall not exceed the chronic criterion (Criterion Continuous Concentration or CCC) more than once during any three year period.
3 Bioactive Nitrogen consists of ammonia, nitrate, nitrite, and particulate organic nitrogen (composed primarily of live and dead phytoplankton).
TABLE 29: GENERALLY APPLICABLE CRITERIA
29a: AQUATIC LIFE CRITERIA** |
|||||||
POLLUTANT |
CAS NUMBER* |
PRIORITY (P)[PI] |
FRESH WATER |
COASTAL AND MARINE |
NOTES |
||
CRITERION MAXIMUM CONCENTRATION (CMC)[DAGGER] µg/L |
CRITERION CONTINUOUS CONCENTRATION (CCC)[DOUBLE DAGGER] µg/L |
CMC[DAGGER] µg/L |
CCC[DOUBLE DAGGER] µg/L |
||||
Acrolein |
107028 |
P |
3 Standard CMC Frequency & Duration |
3 Standard CCC Frequency & Duration |
- |
- |
|
Aesthetics |
See 314 CMR 4.05(5)(a): Aesthetics |
||||||
Aldrin |
309002 |
P |
1.5 Standard CMC Frequency & Duration |
- |
0.65 Standard CMC Frequency & Duration |
- |
|
Alkalinity |
- |
20,000 Where the background condition of alkalinity is lower than this value, the criterion cannot be lower than 25% of the background level. |
- |
- |
|||
Aluminum |
7429905 |
the default concentration for the applicable watershed specified in Appendix A or the calculated concentration using the Aluminum Criteria Calculator V.2.0 as set forth in Appendix D However the criterion is determined, the Standard CMC Frequency & Duration applies. |
the default concentration for the applicable watershed specified in Appendix A or the calculated concentration using the Aluminum Criteria Calculator V.2.0 as set forth in Appendix D However the criterion is determined, the Standard CCC Frequency & Duration applies. |
- |
- |
1. Criteria are expressed as total recoverable metal in the water column.1 2. The Aluminum Criteria Calculator V.2.0, as more specifically described in Appendix D, is a model used to calculate Fresh Water site-dependent instantaneous criteria values for aluminum. When using this model, the input parameters for each calculation shall consist of a concurrently collected set of pH, hardness and dissolved organic carbon (DOC) data, for the relevant location.2 3. If applicable default criteria are available in Appendix A and instantaneous criteria values are calculated using the Aluminum Criteria Calculator V.2.0 for Fresh Water for a relevant location, the values calculated using the Aluminum Criteria Calculator V.2.0 shall be used. |
|
Ammonia |
7664417 |
the concentration determined using Tables 5a or 5b, as applicable, of EPA's "Aquatic Life Ambient Water Quality Criteria for Ammonia -Freshwater - 2013", EPA 822-R-18-002 (Ammonia Criteria, 2013)3,4 or the calculated concentration using the applicable equation provided in Appendix B However the criterion is determined, the Standard CMC Frequency & Duration applies |
the concentration determined using Table 6 of EPA's Ammonia Criteria, 20133,4or the calculated concentration using the applicable equation provided in Appendix B However the criterion is determined, the average ambient surface water concentration over any 30-day period shall not exceed the criterion more than once during any three year period and the average concentration over any four-day period within those 30 days is not to exceed 2.5 times the criterion. |
0.233 mg/L (as un-ionized (NH3) ammonia) or the concentration of total ammonia (NH3 + NH4+) as provided in Table 2 of EPA's "Ambient Water Quality Criteria for Ammonia (Saltwater) - 1989", EPA 440/5-88-004 (Ammonia Criteria, 1989)3 However the criterion is determined, the Standard CMC Frequency & Duration applies |
0.035 mg/L (as un-ionized (NH3) ammonia) or the concentration of total ammonia (NH3 + NH4+), as provided in Table 3 of EPA's Ammonia Criteria, 19893 However the criterion is determined, the Standard CCC Frequency & Duration applies |
1. Fresh Water Criteria are expressed as total ammonia nitrogen (TAN). 2. Fresh Water criteria derivation requires collection of a set of pH and temperature measurements for the relevant location.5 3. Coastal and Marine criteria derivation using Table 2 or 3 of EPA's Ammonia Criteria, 1989 document requires collection of a set of pH, temperature and salinity measurements for the relevant location.5 4. Conversion of Coastal and Marine un-ionized ammonia concentrations to total ammonia may be performed using the procedure described in the introduction to EPA's Ammonia Criteria, 1989, document. |
|
Arsenic |
7440382 |
340 Standard CMC Frequency & Duration |
150 Standard CCC Frequency & Duration |
69 Standard CMC Frequency & Duration |
36 Standard CCC Frequency & Duration |
1. These criteria are expressed as total recoverable concentrations. 2. Criteria may be adjusted using the water effects ratio (WER) procedure as described in Appendix E. |
|
Bottom Pollutants or Alterations |
See 314 CMR 4.05(5)(b): Bottom Pollutants or Alterations |
||||||
Cadmium |
7440439 |
P |
the calculated concentration using the hardness-dependent equation as provided in Appendix C6 Standard CMC Frequency & Duration |
the calculated concentration using the hardness-dependent equation as provided in Appendix C6 Standard CCC Frequency & Duration |
33 Standard CMC Frequency & Duration |
7.9 Standard CCC Frequency & Duration |
1. These criteria are expressed as dissolved metal in the water column. 2. Hardness-dependent equations are used to develop the Fresh Water criteria for cadmium. The input parameters for each calculation using these equations shall consist of ambient surface water data for hardness, collected for the relevant location, and other parameters as provided in Appendix C. 3. In certain contexts, use of a criterion may require applying a conversion factor to translate dissolved concentrations to total recoverable metal concentrations, or vice versa. Conversion factors for specified metals and the method for their application are set forth in Appendix F. 4. Criteria may be adjusted using the water effects ratio (WER) as described in Appendix E. |
Carbaryl |
63252 |
2.1 Standard CMC Frequency & Duration |
2.1 Standard CCC Frequency & Duration |
1.6 Standard CMC Frequency & Duration |
-- |
||
Chlordane |
57749 |
P |
1.27 Standard CMC Frequency & Duration |
0.00438 Standard CCC Frequency & Duration |
0.0457 Standard CMC Frequency & Duration |
0.0048 Standard CCC Frequency & Duration |
|
Chloride |
16887006 |
860,000 Standard CMC Frequency & Duration |
230,000 Standard CCC Frequency & Duration |
-- |
-- |
||
Chlorine |
7782505 |
19 Standard CMC Frequency & Duration |
11 Standard CCC Frequency & Duration |
13 Standard CMC Frequency & Duration |
7.5 Standard CCC Frequency & Duration |
||
Chlorpyrifos |
2921882 |
0.083 Standard CMC Frequency & Duration |
0.041 Standard CCC Frequency & Duration |
0.011 Standard CMC Frequency & Duration |
0.0056 Standard CCC Frequency & Duration |
||
Chromium (III) |
16065831 |
P |
the calculated concentration using the hardness-dependent equation as provided in Appendix C9 Standard CMC Frequency & Duration |
the calculated concentration using the hardness-dependent equation as provided in Appendix C9 Standard CCC Frequency & Duration |
-- |
-- |
1. These criteria are expressed as dissolved metal in the water column. 2. Hardness-dependent equations are used to develop the Fresh Water criteria for chromium (III). The input parameters for each calculation using these equations shall consist of ambient surface water data for hardness, collected for the relevant location, and other parameters as provided in Appendix C. 3. In certain contexts, use of a criterion may require applying a conversion factor to translate dissolved concentrations to total recoverable metal concentrations, or vice versa. Conversion factors for specified metals and the method for their application are set forth in Appendix F. 4. Criteria may be adjusted using the water effects ratio (WER) procedure as described in Appendix E. |
Chromium (VI) |
18540299 |
P |
16 Standard CMC Frequency & Duration |
11 Standard CCC Frequency & Duration |
1,100 Standard CMC Frequency & Duration |
50 Standard CCC Frequency & Duration |
1. These criteria are expressed as dissolved metal in the water column. 2. In certain contexts, use of a criterion may require applying a conversion factor to translate dissolved concentrations to total recoverable concentrations, or vice versa. Conversion factors for specified metals and the method for their application are set forth in Appendix F. 3. Criteria may be adjusted using the water effects ratio (WER) as described in Appendix E. |
Color and Turbidity |
See 314 CMR 4.05(3) and (4) |
||||||
Copper |
7440508 |
P |
the default calculated concentration using the hardness-dependent equation as set forth in Appendix C or the calculated concentration using the Biotic Ligand Model (BLM) as set forth in Appendix D However the criterion is determined, the Standard CMC Frequency & Duration applies |
the default calculated concentration using the hardness-dependent equation as set forth in Appendix C or the calculated concentration using the BLM as set forth in Appendix D However the criterion is determined, the Standard CCC Frequency & Duration applies |
4.810 Standard CMC Frequency & Duration |
3.110 Standard CCC Frequency & Duration |
1. These criteria are expressed as dissolved metal in the water column. 2. Hardness-dependent equations are used to calculate the Fresh Water criteria values for copper. The input parameters for each calculation using these equations shall consist of ambient surface water data for hardness, collected for the relevant location, and other parameters as provided in Appendix C.11 3. The BLM is a model used to calculate Fresh Water site-dependent instantaneous criteria values for copper. The input parameters for each criteria calculation using the copper BLM shall consist of a set of pH, DOC, alkalinity, temperature, calcium, magnesium, sodium, potassium, sulfate, and chloride data, for the relevant location.11 4. If both hardness-dependent and BLM instantaneous criteria values for Fresh Water are calculated or are able to be calculated for a relevant location, the values calculated using the BLM shall be used. 5. In certain contexts, use of a criterion may require applying a conversion factor to translate dissolved concentrations to total recoverable concentrations, or vice versa. Conversion factors for specified metals and the method for their application are set forth in Appendix F. |
Cyanide |
57125 |
P |
22 Standard CMC Frequency & Duration |
5.2 Standard CCC Frequency & Duration |
1 Standard CMC Frequency & Duration |
1 Standard CCC Frequency & Duration |
These criteria are expressed as µg free cyanide (CN/L). |
4,4'-DDT |
50293 |
P |
0.412 Standard CMC Frequency & Duration |
0.001 The average ambient surface water concentration over any 24-hour period shall not exceed the criterion more than once during any three year period. |
0.0712 Standard CMC Frequency & Duration |
0.001 The average ambient surface water concentration over any 24-hour period shall not exceed the criterion more than once during any three year period. |
Each criterion applies to 4,4'-DDT and also applies to the combined total of 4,4'DDT and its metabolites (i.e., TDE and DDE). |
Demeton |
8065483 |
-- |
0.1 Standard CCC Frequency & Duration |
-- |
0.1 Standard CCC Frequency & Duration |
||
Diazinon |
333415 |
0.17 Standard CMC Frequency & Duration |
0.17 Standard CCC Frequency & Duration |
0.82 Standard CMC Frequency & Duration |
0.82 Standard CCC Frequency & Duration |
||
Dieldrin |
60571 |
P |
0.1213 Standard CMC Frequency & Duration |
0.05614 Standard CCC Frequency & Duration |
0.3613 Standard CMC Frequency & Duration |
0.001914 The average ambient surface water concentration over any 24-hour period shall not exceed the criterion more than once during any three year period. |
|
alpha-Endosulfan beta-Endosulfan |
959988 (alpha) 33213659 (beta) |
P |
0.1113 Standard CMC Frequency & Duration |
0.056 The average ambient surface water concentration over any 24-hour period shall not exceed the criterion more than once during any three year period. |
0.01713 Standard CMC Frequency & Duration |
0.0087 The average ambient surface water concentration over any 24-hour period shall not exceed the criterion more than once during any three year period. |
These criteria apply to the sum of alpha-endosulfan and beta-endosulfan. |
Endrin |
72208 |
P |
0.086 Standard CMC Frequency & Duration |
0.0365 Standard CCC Frequency & Duration |
0.018 Standard CMC Frequency & Duration |
0.0023 The average ambient surface water concentration over any 24-hour period shall not exceed the criterion more than once during any three year period |
|
Gases, Total Dissolved |
- |
<= 110% saturation |
- |
<= 110% saturation |
- |
Criteria apply for gases at the existing atmospheric and hydrostatic pressures. |
|
Guthion |
86500 |
- |
0.0116 Standard CCC Frequency & Duration |
- |
0.0116 Standard CCC Frequency & Duration |
||
Heptachlor |
76448 |
P |
0.317 Standard CMC Frequency & Duration |
0.0038 The average ambient surface water concentration over any 24-hour period shall not exceed the criterion more than once during any three year period. |
0.0317 Standard CMC Frequency & Duration |
0.0036 The average ambient surface water concentration over any 24-hour period shall not exceed the criterion more than once during any three year period. |
|
Heptachlor Epoxide |
1024573 |
P |
0.317 Standard CMC Frequency & Duration |
0.0038 The average ambient surface water concentration over any 24-hour period shall not exceed the criterion more than once during any three year period. |
0.0317 Standard CMC Frequency & Duration |
0.0036 The average ambient surface water concentration over any 24-hour period shall not exceed the criterion more than once during any three year period. |
|
gamma-Hexachl orocyclohexane (also known as gamma-HCH, gamma-BHC, or Lindane) |
58899 |
P |
0.95 Standard CMC Frequency & Duration |
- |
0.0818 Standard CMC Frequency & Duration |
- |
|
Iron |
7439896 |
- |
1,000 Standard CCC Frequency & Duration |
- |
- |
||
Lead |
7439921 |
P |
the calculated concentration using the hardness-dependent equation as set forth in Appendix C19 Standard CMC Frequency & Duration |
the calculated concentration using the hardness-dependent equation as set forth in Appendix C19 Standard CCC Frequency & Duration |
210 Standard CMC Frequency & Duration |
8.1 Standard CCC Frequency & Duration |
1. Criteria are expressed as dissolved metal in the water column. 2. Hardness-dependent equations are used to develop the Fresh Water criteria for lead. The input parameters for each calculation using these equations shall consist of ambient surface water data for hardness, collected for the relevant location, and other parameters as provided in Appendix C.20 3. In certain contexts, use of a criterion may require applying a conversion factor to translate dissolved concentrations to total recoverable metal concentrations, or vice versa. Conversion factors for specified metals and the method for their application are set forth in Appendix F. 4. Criteria may be adjusted using the water effects ratio (WER) as described in Appendix E. |
Malathion |
121755 |
-- |
0.1 Standard CCC Frequency & Duration |
-- |
0.1 Standard CCC Frequency & Duration |
||
Mercury |
7439976 |
P |
1.4 Standard CMC Frequency & Duration |
0.77 Standard CCC Frequency & Duration |
1.8 Standard CMC Frequency & Duration |
0.94 Standard CCC Frequency & Duration |
1. These criteria are expressed as dissolved metal in the water column. 2. Criteria may be adjusted using the water effects ratio (WER) as described in Footnote E. |
Methoxychlor |
72435 |
-- |
0.03 Standard CCC Frequency & Duration |
-- |
0.03 Standard CCC Frequency & Duration |
||
Mirex |
2385855 |
-- |
0.001 Standard CCC Frequency & Duration |
-- |
0.001 Standard CCC Frequency & Duration |
||
Nickel |
7440020 |
P |
the calculated concentration using the hardness-dependent equation as set forth in Appendix C21 Standard CMC Frequency & Duration |
the calculated concentration using the hardness-dependent equation as set forth in Appendix C21 Standard CCC Frequency & Duration |
74 Standard CMC Frequency & Duration |
8.2 Standard CCC Frequency & Duration |
1. Criteria are expressed as dissolved metal in the water column. 2. Hardness-dependent equations are used to develop the Fresh Water criteria for nickel. The input parameters for each calculation using these equations shall consist of ambient surface water data for hardness, collected for the relevant location, and other parameters as provided in Appendix C.22 3. In certain contexts, use of a criterion may require applying a conversion factor to translate dissolved concentrations to total recoverable metal concentrations, or vice versa. Conversion factors for specified metals and the method for their application are set forth in Appendix F. 4. Criteria may be adjusted using the water effects ratio (WER) as described in Appendix E. |
Nonylphenol |
84852153 |
28 Standard CMC Frequency & Duration |
6.6 Standard CCC Frequency & Duration |
7 Standard CMC Frequency & Duration |
1.7 Standard CCC Frequency & Duration |
||
Nutrients |
-- |
See 314 CMR 4.05(5)(c).: Nutrients. |
|||||
Oil and Grease |
-- |
See 314 CMR 4.05(3) and (4) |
|||||
Oxygen, Dissolved |
782447 |
See 314 CMR 4.05(3) and (4) |
|||||
Parathion |
56382 |
0.065 Standard CMC Frequency & Duration |
0.013 Standard CCC Frequency & Duration |
-- |
-- |
||
Pentachlorophenol |
87865 |
P |
the calculated concentration using the equation as set forth in Note 1.a.23 Standard CMC Frequency & Duration |
the calculated concentration using the equation as set forth in Note 1.b.23 Standard CCC Frequency & Duration |
13 Standard CMC Frequency & Duration |
7.9 Standard CCC Frequency & Duration |
1. Two equations are used to develop the Fresh Water criteria for pentachlorophenol. The input parameter for each calculation using the equations shall consist of pH data for the relevant location.24. The equations used to calculate the criteria are as follows: a. CMC = exp(1.005(pH)-4.869); and b. CCC = exp(1.005(pH)-5.134). |
pH |
-- |
See 314 CMR 4.05(3) and (4) |
|||||
Phosphorus, Elemental (also known as "P4", "white phosphorus" and historically known as "yellow phosphorus") |
7723140 |
-- |
-- |
-- |
0.1 Standard CCC Frequency & Duration |
||
Polychlorinated Biphenyls (PCBs) |
P |
-- |
0.014 The average ambient surface water concentration over any 24-hour period shall not exceed the criterion more than once during any three year period. |
-- |
0.03 The average ambient surface water concentration over any 24-hour period shall not exceed the criterion more than once during any three year period. |
These criteria apply to total PCBs (the sum of all homolog, all isomer, all congener, or all Aroclor analyses). |
|
Radioactivity |
See 314 CMR 4.05(5)(d): Radioactivity |
||||||
Selenium |
7782492 |
P |
the calculated concentration using the equation as set forth in Note 3 Standard CMC Frequency & Duration |
5.0 Standard CCC Frequency & Duration |
290 Standard CMC Frequency & Duration |
7125 Standard CCC Frequency & Duration |
1. Fresh Water criteria are expressed as total recoverable metal in the water column. 2. Coastal and Marine criteria are expressed as dissolved metal in the water column. 3. The freshwater CMC selenium equation is used to develop the criterion for selenium. The CMC equation is the following: 1/[(f1/CMC1) + (f2/CMC2)], where f1 and f2 are the fractions of total selenium as selenite and selenate, respectively, and CMC1 = 185.9 pg/L and CMC2 =12.82 pg/L. The input parameters for each calculation using this equation shall consist of data for the fractions of total selenium as selenite and selenate, collected for the relevant location.26 4. In certain contexts, use of a criterion may require applying a conversion factor to translate dissolved concentrations to total recoverable metal concentrations, or vice versa. Conversion factors for specified metals and the method for their application are set forth in Appendix F. |
Silver |
7440224 |
P |
the calculated concentration using the hardness-based equation as set forth in Appendix C27 Standard CMC Frequency & Duration |
- |
0.9528 Standard CMC Frequency & Duration |
- |
1. These criteria are expressed as dissolved metal in the water column. 2. The hardness-dependent equation is used to develop the Fresh Water criterion for silver. The input parameters for the calculation using this equation shall consist of ambient surface water data for hardness, collected for the relevant location, and other parameters as provided in Appendix C.29 3. In certain contexts, use of a criterion may require applying a conversion factor to translate dissolved concentrations to total recoverable metal concentrations, or vice versa. Conversion factors for specified metals and the method for their application are set forth in Appendix F. 4. Criteria may be adjusted using the water effects ratio (WER) as described in Appendix E. |
Solids and Turbidity |
- |
See 314 CMR 4.05(3) and (4) |
|||||
Sulfide Hydrogen Sulfide |
7783064 |
- |
2.0 Standard CCC Frequency & Duration |
- |
2.0 Standard CCC Frequency & Duration |
||
Taste and Odor |
- |
See 314 CMR 4.05(3) and (4) |
|||||
Temperature |
- |
See 314 CMR 4.05(3) and (4) |
|||||
Toxaphene |
8001352 |
P |
0.73 Standard CMC Frequency & Duration |
0.0002 Standard CCC Frequency & Duration |
0.21 Standard CMC Frequency & Duration |
0.0002 Standard CCC Frequency & Duration |
|
Tributyltin (TBT) |
- |
0.46 Standard CMC Frequency & Duration |
0.072 Standard CCC Frequency & Duration |
0.42 Standard CMC Frequency & Duration |
0.0074 Standard CCC Frequency & Duration |
||
Zinc |
7440666 |
P |
the calculated concentration using the applicable hardness-dependent equation as set forth in Appendix C30 Standard CMC Frequency & Duration |
the calculated concentration using the applicable hardness-dependent equation as set forth in Appendix C30 Standard CCC Frequency & Duration |
90 Standard CMC Frequency & Duration |
81 Standard CCC Frequency & Duration |
1. Criteria are expressed as dissolved metal in the water column. 2. Hardness-dependent equations are used to develop the Fresh Water criteria for zinc. The input parameters for each calculation using these equations shall consist of ambient surface water data for hardness, collected for the relevant location, and other parameters as provided in Appendix C.31 3. In certain contexts, use of a criterion may require applying a conversion factor to translate dissolved concentrations to total recoverable metal concentrations, or vice versa. Conversion factors for specified metals and the method for their application are set forth in Appendix F. 4. Criteria may be adjusted using the water effects ratio (WER) as described in Appendix E. |
1 The default criteria concentrations were derived using EPA's Final Aquatic Life Ambient Water Quality Criteria for Aluminum 2018 (EPA-822-R-18-001).
2 314 CMR 4.05(5)(e)2.d. specifies required methods for data collection and calculation of equation- and model-based criteria values where discharge of a toxic pollutant requires a permit or approval. 314 CMR 4.03(1)(a) requires consideration of downstream uses when applying these criteria.
3 The EPA publication may be located by searching by its EPA document number on MassDEP's website.
4 The following are examples of ammonia criteria calculated using a pH of 7.0 and a temperature of 20'C: CMC = 17 mg/L, CCC = 1.9 mg/L.
5 314 CMR 4.05(5)(e)2.d. specifies required methods for data collection and calculation of equation- and model-based criteria values where discharge of a toxic pollutant requires a permit or approval. 314 CMR 4.03(1)(a) requires consideration of downstream uses when applying these criteria.
6 The following are examples of cadmium criteria calculated using a hardness of 25 mg/L as CaCO3: CMC = 0.49 µg/L and CCC = 0.09 µg/L.
7 The 1980 EPA CMC criterion was divided by 2 to obtain values more comparable to derivations using the 1985 EPA Guidelines.
8 The CCCs are based on the Final Residue Value (FRV) procedure.
9 The following are examples of chromium (III) criteria calculated using a hardness of 25 mg/L as CaCO3: CMC = 183 µg/L and CCC = 24 µg/L.
10 Criteria may be adjusted using the water effects ratio (WER) procedure as described in Appendix E.
11 314 CMR 4.05(5)(e)2.d. specifies required methods for data collection and calculation of equation- and model-based criteria values where discharge of a toxic pollutant requires a permit or approval.
314 CMR 4.03(1)(a) requires consideration of downstream uses when applying these criteria.
12 The 1980 EPA CMC criterion was divided by 2 to obtain a value more comparable to derivations using the 1985 EPA Guidelines.
13 The 1980 EPA CMC criterion was divided by 2 to obtain values more comparable to derivations using the 1985 EPA Guidelines.
14 The CCC did not consider exposure through the diet, which is probably important for aquatic life occupying upper trophic levels.
15 The Fresh Water CCC did not consider exposure through the diet, which is probably important for aquatic life occupying upper trophic levels.
16 Criterion was developed using an 0.1 application factor applied to the 96-hour LC50.
17 The 1980 EPA CMC criterion was divided by 2 to obtain values more comparable to derivations using the 1985 EPA Guidelines.
18 The 1980 EPA CMC criterion was divided by 2 to obtain values more comparable to derivations using the 1985 EPA Guidelines.
19 The following are examples of lead criteria calculated using a hardness of 25 mg/L as CaCOj: CMC = 14 pg/L and CCC = 0.54 pg/L.
20 314 CMR 4.05(5)(e)2.d. specifies required methods for data collection and calculation of equation- and-model-based criteria values where discharge of a toxic pollutant requires a permit or approval.
314 CMR 4.03(1)(a) requires consideration of downstream uses when applying these criteria.
21 The following are examples of nickel criteria calculated using a hardness of 25 mg/L as CaCO3: CMC = 140 µg/L and CCC = 16 µg/L.
22 314 CMR 4.05(5)(e)2.d. specifies required methods for data collection and calculation of equation- and model-based criteria values where discharge of a toxic pollutant requires a permit or approval.
314 CMR 4.03(1)(a) requires consideration of downstream uses when applying these criteria.
23 The following are examples of pentachlorophenol criteria corresponding to a pH of 7: CMC = 8.7 µg/L, CCC = 6.7 µg/L.
24 314 CMR 4.05(5)(e)2.d. specifies required methods for data collection and calculation of equation- and model-based criteria values where discharge of a toxic pollutant requires a permit or approval.
25 The CCC does not take into account uptake via the food chain; therefore, it is recommended that the status of the fish community be monitored whenever the concentration of selenium exceeds 5.0 pg/L.
26 314 CMR 4.05(5)(e)2.d. specifies required methods for data collection and calculation of equation- and model-based criteria values where discharge of a toxic pollutant requires a permit or approval.
314 CMR 4.03(1)(a) requires consideration of downstream uses when applying these criteria.
27 The following is an example of a silver criterion applying a hardness of 25 mg/L as CaCOj: CMC = 0.30 pg/L.
28 The 1980 EPA CMC criterion was divided by 2 to obtain a value more comparable to derivations using the 1985 EPA Guidelines.
29 314 CMR 4.05(5)(e)2.d. specifies required methods for data collection and calculation of equation- and model-based criteria values where discharge of a toxic pollutant requires a permit or approval.
314 CMR 4.03(1)(a) requires consideration of downstream uses when applying these criteria.
30 The following are examples of zinc criteria applying a hardness of 25 mg/L as CaCOj: CMC = 36 pg/L and CCC = 37 pg/L.
31 314 CMR 4.05(5)(e)2.d. specifies required methods for data collection and calculation of equation- and model-based criteria values where discharge of a toxic pollutant requires a permit or approval.
314 CMR 4.03(1)(a) requires consideration of downstream uses when applying these criteria.
** For a particular surface water or segment, to determine the applicable aquatic life criteria in 314 CMR 4.00, either fresh water or coastal and marine criteria, see 314 CMR 4.05(6). Where the criteria determination in 314 CMR 4.05(6) conflicts with the designated class for such surface water or segment, the determination from 314 CMR 4.05(6) shall control.
* Chemical Abstracts Service (CAS) Numbers, which are maintained in the CAS registry, are unique numeric identifiers for chemical substances. CAS is a division of the American Chemical Society.
[PI] The Priority Pollutants are a subset of toxic pollutants for which EPA has published analytical test methods. The list of Priority Pollutants are published at 40 CFR Part 423, Appendix A.
[DAGGER] Unless otherwise noted, the average ambient surface water pollutant concentration over any 1-hour period shall not exceed the CMC more than once during any three year period ("Standard CMC Frequency & Duration").
[DOUBLE DAGGER] Unless otherwise noted, the average ambient surface water pollutant concentration over any 4-day period shall not exceed the CCC more than once during any three year period ("Standard CCC Frequency & Duration").
29a: AQUATIC LIFE CRITERIA
APPENDIX A: Default Fresh Water Aluminum Criteria by Watershed (River Basin or Coastal Drainage Area)
Default Fresh Water Aluminum Criteria by Watershed (River Basin or Coastal Drainage Area)[DAGGER]* |
||
River Basin or Coastal Drainage Area |
CMCt (Acute) µg/L |
CCCt (Chronic) µg/L |
Blackstone |
532 |
262 |
Boston Harbor/Charles |
978 |
380 |
Buzzards Bay/Mt Hope Bay/Narragansett Bay/Ten Mile |
451 |
230 |
Cape Cod Coastal32 |
- |
- |
Chicopee (5Th percentile) |
290 |
170 |
Connecticut (5Th percentile) |
600 |
290 |
Deerfield |
440 |
220 |
Farmington/Westfield (5th percentile) |
299 |
169 |
French/Quinebaug |
570 |
270 |
Housatonic/Hudson |
1400 |
515 |
Ipswich/North Coastal/Parker |
932 |
396 |
Islands Coastal32 |
- |
- |
Merrimack/Shawsheen (5th percentile) |
460 |
249 |
Millers |
329 |
200 |
Nashua (5th percentile) |
368 |
200 |
South Coastal |
1200 |
460 |
Sudbury, Assabet, and Concord (SuAsCo) |
940 |
394 |
Taunton (5th percentile) |
300 |
190 |
[DAGGER] Defaults are based on 10th percentile criteria calculated from concurrent pH, DOC, and hardness data, except watersheds marked as 5th percentile to protect state and federal endangered species. * Acronyms: CCC = Criterion Continuous Concentration CMC = Criterion Maximum Concentration |
32 Insufficient data are available to calculate watershed-based default criteria.
APPENDIX B: Calculation of Fresh Water Ammonia Criteria Values
Criteria for ammonia as total ammonia nitrogen (mg/L TAN) are pH- and temperature-dependent. Criteria are derived in accordance with the equations set forth below, where MIN indicates the lesser of the two values separated by a comma, MAX indicates the greater of the two values separated by a comma, and T is temperature in degrees Celsius. The criterion maximum concentration (CMC or acute) equations differ according to the presence or absence of fish in the family Salmonidae.
APPENDIX C: Calculation of Hardness-Dependent Fresh Water Dissolved Metals Criteria Values*
Parameters for Calculating Hardness-Dependent Fresh Water Dissolved Metals Criteria Values |
||||||
Chemical |
mA |
bA |
mC |
bC |
Conversion Factors |
|
CMC |
CCC |
|||||
Cadmium34 |
0.9789 |
-3.866 |
0.7977 |
-3.909 |
1.136672-[(ln hardness)(0.041838)] |
1.101672-[(ln hardness)(0.041838)] |
Chromium III |
0.8190 |
3.7256 |
0.8190 |
0.6848 |
0.316 |
0.860 |
Copper |
0.9422 |
-1.700 |
0.8545 |
-1.702 |
0.960 |
0.960 |
Lead34 |
1.273 |
-1.460 |
1.273 |
-4.705 |
1.46203-[(ln hardness)(0.145712)] |
1.46203-[(ln hardness)(0.145712)] |
Nickel |
0.8460 |
2.255 |
0.8460 |
0.0584 |
0.998 |
0.997 |
Silver |
1.72 |
-6.59 |
- |
- |
0.85 |
- |
Zinc |
0.8473 |
0.884 |
0.8473 |
0.884 |
0.978 |
0.986 |
* Acronyms:
CCC = Criterion Continuous Concentration; CF = Conversion Factors; CMC = Criterion Maximum Concentration
33 314 CMR 4.05(5)(e)2.d. specifies required methods for data collection and calculation of equation- and model-based criteria values where discharge of a toxic pollutant requires a permit or approval. 314 CMR 4.03(1)(a) requires consideration of downstream uses when applying these criteria.
34 When an ambient hardness of less than 25 mg/L is used to establish criteria for cadmium or lead, if the calculated hardness-dependent Conversion Factor (CF) is greater than one, it shall default to one.
APPENDIX D: Model-Based Software for Calculating Fresh Water Aluminum and Copper Criteria Values 35
35 314 CMR 4.05(5)(e)2.d. specifies required methods for data collection and calculation of equation- and model-based criteria values where discharge of a toxic pollutant requires a permit or approval.
APPENDIX E: Adjustment of Criteria Using the WER (Specified Metals) or the Streamlined WER (Copper Only)
APPENDIX F: Conversion Factors (CF) to Convert from Total to Dissolved or from Dissolved to Total Concentrations
Conversion Factors (CF) to Convert from Total to Dissolved Concentrations (multiply by CF) or Convert from Dissolved to Total Concentrations (divide by CF)* |
|||||
Metal |
CF for Freshwater CMC |
CF for Freshwater CCC |
CF for Saltwater CMC |
CF for Saltwater CCC |
|
Arsenic |
1.000 |
1.000 |
1.000 |
1.000 |
|
Cadmium |
1.136672-[(ln hardness)(0.041838)] |
1.101672-[(ln hardness)(0.041838)] |
0.994 |
0.994 |
|
Chromium III |
0.316 |
0.860 |
- |
- |
|
Chromium VI |
0.982 |
0.962 |
0.993 |
0.993 |
|
Copper |
0.960 |
0.960 |
0.83 |
0.83 |
|
Lead |
1.46203-[(ln hardness)(0.145712)] |
1,46203-[(ln hardness)(0.145712)] |
0.951 |
0.951 |
|
Mercury |
0.85 |
0.85 |
0.85 |
0.85 |
|
Nickel |
0.998 |
0.997 |
0.990 |
0.990 |
|
Selenium |
0.996 |
0.922 |
0.998 |
0.998 |
|
Silver |
0.85 |
- |
0.85 |
- |
|
Zinc |
0.978 |
0.986 |
0.946 |
0.946 |
* Acronyms:
CCC = Criterion Continuous Concentration
CF = Conversion Factors
CMC = Criterion Maximum Concentration
TABLE 29 GENERALLY APPLICABLE CRITERIA |
|||||
29b: HUMAN HEALTH CRITERIA** |
|||||
POLLUTANT |
CAS NUMBER* |
PRIORITY (P)[PI] |
EXPOSURE TYPE |
NOTES |
|
DRINKING WATER PLUS FISH & SHELLFISH CONSUMPTION µg/L |
FISH & SHELLFISH CONSUMPTION ONLY µg/L |
||||
Acenaphthene |
83329 |
P |
70 |
90 |
|
Acrolein |
107028 |
P |
3 |
400 |
|
Acrylonitrile |
107131 |
P |
0.061 |
7.0 |
The exposure criteria are based on carcinogenicity of 10-6 risk. |
Aldrin |
309002 |
P |
0.00000077 |
0.00000077 |
The exposure criteria are based on carcinogenicity of 10-6 risk. |
Anthracene (polycyclic aromatic hydrocarbon or PAH) |
120127 |
P |
300 |
400 |
|
Antimony |
7440360 |
P |
5.6 |
640 |
Criteria were determined assuming a human body weight of 70-kilograms, a drinking water consumption rate of 2 liters/day, and a fish consumption rate of 17.5 grams/day as applicable. |
Arsenic |
7440382 |
P |
0.018 |
0.14 |
The exposure criteria are based on carcinogenicity of 10-6 risk These recommended water quality criteria refer only to the inorganic form of arsenic. Criteria were determined assuming a human body weight of 70-kilograms, a drinking water consumption rate of 2 liters/day, and a fish consumption rate of 17.5 grams/day, as applicable |
Asbestos |
1332214 |
P |
7 million fibers/L |
- |
Criterion was determined assuming a human body weight of 70-kilograms, a drinking water consumption rate of 2 liters/day, and a fish consumption rate of 17.5 grams/day. |
Bacteria (Pathogens) |
See 314 CMR 4.05(3), (4), and (5)(f) |
||||
Barium |
7440393 |
1,000 |
- |
Criterion was determined assuming a human body weight of 70-kilograms, a drinking water consumption rate of 2 liters/day, and a fish consumption rate of 17.5 grams/day. |
|
Benzene |
71432 |
P |
0.58-2.1 |
16-58 |
The exposure criteria are based on carcinogenicity of 10-6 risk. |
Benzidine |
92875 |
P |
0.00014 |
0.011 |
The exposure criteria are based on carcinogenicity of 10-6 risk. |
Benzo(a)anthracene (PAH) |
56553 |
P |
0.0012 |
0.0013 |
The exposure criteria are based on carcinogenicity of 10-6 risk. |
Benzo(a)pyrene (PAH) |
50328 |
P |
0.00012 |
0.00013 |
The exposure criteria are based on carcinogenicity of 10-6 risk. |
Benzo(b)fluoranthene (PAH) (also known as 3,4-benzofluoranthene) |
205992 |
P |
0.0012 |
0.0013 |
The exposure criteria are based on carcinogenicity of 10-6 risk. |
Benzo(k)fluoranthene (PAH) |
207089 |
P |
0.012 |
0.013 |
The exposure criteria are based on carcinogenicity of 10-6 risk. |
Beryllium |
7440417 |
P |
3.7 ng/L |
64 ng/L |
The exposure criteria are based on carcinogenicity of 10-6 risk. |
Bis(2-Chloroethyl) Ether |
111444 |
P |
0.03 |
2.2 |
The exposure criteria are based on carcinogenicity of 10-6 risk. |
Bis(Chloromethyl) Ether |
542881 |
0.00015 |
0.017 |
The exposure criteria are based on carcinogenicity of 10-6 risk. |
|
Bis(2-Chloro-1-methylethyl) Ether (also known as Bis(2-Chloroisopropyl) Ether) |
108601 |
P |
200 |
4,000 |
|
Bis(2-Ethylhexyl) Phthalate (also known as Di(2-Ethylhexyl)-Phthalate) |
117817 |
P |
0.32 |
0.37 |
The exposure criteria are based on carcinogenicity of 10-6 risk. |
Bromoform36 (also known as tribromomethane) |
75252 |
P |
7.0 |
120 |
The exposure criteria are based on carcinogenicity of 10-6 risk. |
Butylbenzyl Phthalate |
85687 |
P |
0.10 |
0.10 |
The exposure criteria are based on carcinogenicity of 10-6 risk. |
Cadmium |
7440439 |
P |
5 |
- |
Drinking Water Plus Fish and Shellfish Consumption criterion is based on the MMCL (1993). Criterion was determined assuming a human body weight of 70-kilograms and a drinking water consumption rate of 2 liters/day. |
Carbon Tetrachloride |
56235 |
P |
0.4 |
5 |
The exposure criteria are based on carcinogenicity of 10-6 risk. |
Chlordane |
57749 |
P |
0.00031 |
0.00032 |
The exposure criteria are based on carcinogenicity of 10-6 risk. |
Chlorobenzene (also known as monochlorobenzene) |
108907 |
P |
100 |
800 |
|
Chlorodibromomethane36 (also known as dibromochloromethane) |
124481 |
P |
0.80 |
21 |
The exposure criteria are based on carcinogenicity of 10-6 risk. |
Chloroform36 (also known as trichloromethane) |
67663 |
P |
60 |
2,000 |
|
2-Chloronaphthalene |
91587 |
P |
800 |
1,000 |
|
2-Chlorophenol |
95578 |
P |
30 |
800 |
|
Chlorophenoxy Herbicide (also known as 2,4-D) |
94757 |
70 |
12,000 |
Drinking Water Plus Fish and Shellfish Consumption criterion is based on the MMCL (1993) and was determined assuming a 70 kg adult ingests 2 liters/day of drinking water. |
|
Chlorophenoxy Herbicide (also known as 2,4,5-TP or Silvex) |
93721 |
50 |
400 |
Drinking Water Plus Fish and Shellfish Consumption criterion is based on the MMCL (1996) and was determined assuming a 70 kg adult ingests 2 liters/day of drinking water. |
|
Chromium (total) |
7440473 |
P |
100 |
-- |
Drinking Water Plus Fish and Shellfish Consumption criterion is based on the MMCL (1993) and was determined assuming a 70 kg adult ingests 2 L/day of drinking water and that 0.71 of the total exposure to chromium is through drinking water. |
Chrysene (PAH) |
218019 |
P |
0.12 |
0.13 |
The exposure criteria are based on carcinogenicity of 10-6 risk. EPA has issued a Maximum Contaminant Level for this chemical which may be more stringent. |
Copper |
7440508 |
P |
1,300 |
-- |
The exposure criterion is based on carcinogenicity of 10-6 risk. The exposure criterion was determined assuming a human body weight of 70-kilograms, a drinking water consumption rate of 2 liters/day, and a fish consumption rate of 17.5 grams/day. |
Cyanide |
57125 |
P |
4 |
400 |
These recommended water quality criteria are expressed as µg total cyanide (i.e., zinc-potassium cyanide, free potassium cyanide and hydrocyanic acid). |
Dibenzo(a,h)anthracene |
53703 |
P |
0.00012 |
0.00013 |
The exposure criteria are based on carcinogenicity of 10-6 risk. |
1,2-Dichlorobenzene (also known as o-DCB) |
95501 |
P |
600 |
3,000 |
Drinking Water Plus Fish and Shellfish Consumption criterion is based on the MMCL (1993) and was determined by assuming that a 70 kg adult ingests 2 liters/day of water. |
1,3-Dichlorobenzene |
541731 |
P |
7 |
10 |
|
1,4-Dichlorobenzene (also known as p-DCB) |
106467 |
P |
5 |
900 |
Drinking Water Plus Fish and Shellfish Consumption criterion is based on the MMCL (1993). |
3,3 '-Dichlorobenzidine |
91941 |
P |
0.049 |
0.15 |
The exposure criteria are based on carcinogenicity of 10-6 risk. |
Dichlorobromomethane36 (also known as Bromodichloromethane) |
75274 |
P |
0.95 |
27 |
The exposure criteria are based on carcinogenicity of 10-6 risk. |
p,p' -Dichlorodiphenyldichloroethane (also known as DDD) |
72548 |
P |
0.00012 |
0.00012 |
The exposure criteria are based on carcinogenicity of 10-6 risk. |
p,p' -Dichlorodiphenyldichloroethylene (also known as DDE) |
72559 |
P |
0.000018 |
0.000018 |
The exposure criteria are based on carcinogenicity of 10-6 risk. |
p,p'-Dichlorodiphenyltrichloroethane (also known as DDT) |
50293 |
P |
0.000030 |
0.000030 |
The exposure criteria are based on carcinogenicity of 10-6 risk. |
1,2-Dichloroethane |
107062 |
P |
5 |
650 |
The exposure criteria are based on carcinogenicity of 10-6 risk. Drinking Water Plus Fish and Shellfish Consumption criterion is based on the MMCL (1989). The criterion is based on the 1,2-dichloroethane practical quantitation limit (PQL) |
1,1 -Dichloroethylene |
75354 |
P |
7 |
20,000 |
Drinking Water Plus Fish and Shellfish Consumption criterion is based on the MMCL (1989). The criterion is based on the 1,1-dichloroethylene PQL. |
2,4-Dichlorophenol |
120832 |
P |
10 |
60 |
|
1,2-Dichloropropane |
78875 |
P |
0.90 |
31 |
The exposure criteria are based on carcinogenicity of 10-6 risk. |
1,3-Dichloropropene |
542756 |
P |
0.27 |
12 |
The exposure criteria are based on carcinogenicity of 10-6 risk. |
Dieldrin |
60571 |
P |
0.0000012 |
0.0000012 |
The exposure criteria are based on carcinogenicity of 10-6 risk. |
Diethyl Phthalate |
84662 |
P |
600 |
600 |
|
2,4-Dimethylphenol |
105679 |
P |
100 |
3,000 |
|
Dimethyl Phthalate |
131113 |
P |
2,000 |
2,000 |
|
Di-n-Butyl Phthalate |
84742 |
P |
20 |
30 |
|
Dinitrophenols |
25550587 |
10 |
1,000 |
||
2,4-Dinitrophenol |
51285 |
P |
10 |
300 |
|
2,4-Dinitrotoluene |
121142 |
P |
0.049 |
1.7 |
The exposure criteria are based on carcinogenicity of 10-6 risk. |
Dioxin (also known as 2,3,7,8-Tetrachloro-dibenzo-p-dioxin or TCDD) |
1746016 |
P |
5.0E-9 |
5.1E-9 |
The exposure criteria are based on carcinogenicity of 10-6 risk. Criteria were determined assuming a human body weight of 70-kilograms, a drinking water consumption rate of 2 liters/day, and a fish consumption rate of 17.5 grams/day, as applicable. |
1,2-Diphenylhydrazine |
122667 |
P |
0.03 |
0.2 |
The exposure criteria are based on carcinogenicity of 10-6 risk. |
alpha-Endosulfan |
959988 |
P |
20 |
30 |
|
beta-Endosulfan |
33213659 |
P |
20 |
40 |
|
Endosulfan Sulfate |
1031078 |
P |
20 |
40 |
|
Endrin |
72208 |
P |
0.03 |
0.03 |
|
Endrin Aldehyde |
7421934 |
P |
1 |
1 |
|
Ethylbenzene |
100414 |
P |
68 |
130 |
|
Fluoranthene |
206440 |
P |
20 |
20 |
|
Fluorene (PAH) |
86737 |
P |
50 |
70 |
|
Heptachlor |
76448 |
P |
0.0000059 |
0.0000059 |
The exposure criteria are based on carcinogenicity of 10-6 risk. |
Heptachlor Epoxide |
1024573 |
P |
0.000032 |
0.000032 |
The exposure criteria are based on carcinogenicity of 10-6 risk. |
Hexachlorobenzene |
118741 |
P |
0.000079 |
0.000079 |
The exposure criteria are based on carcinogenicity of 10-6 risk. |
Hexachlorobutadiene |
87683 |
P |
0.01 |
0.01 |
The exposure criteria are based on carcinogenicity of 10-6 risk. |
alpha-Hexachlorocyclohexane (also known as alpha-HCH) |
319846 |
P |
0.00036 |
0.00039 |
The exposure criteria are based on carcinogenicity of 10-6 risk. |
beta-Hexachlorocyclohexane (also known as beta-HCH) |
319857 |
P |
0.008 |
0.014 |
The exposure criteria are based on carcinogenicity of 10-6 risk. |
gamma-Hexachlorocyclohexane (also known as gamma-HCH or Lindane) |
58899 |
P |
0.2 |
4.4 |
The Drinking Water Plus Fish and Shellfish Consumption criterion is based on the MMCL (1991) and was determined assuming a human body weight of 70-kilograms and a drinking water ingestion rate of 2 liters/day. |
Hexachlorocyclohexane -Technical (also known as technical HCH) |
608731 |
0.0066 |
0.010 |
The exposure criteria are based on carcinogenicity of 10-6 risk. |
|
Hexachlorocyclopentadiene |
77474 |
4 |
4 |
||
Hexachloroethane |
67721 |
P |
0.1 |
0.1 |
The exposure criteria are based on carcinogenicity of 10-6 risk. |
Indeno(1,2,3-cd) pyrene (PAH) |
193395 |
P |
0.0012 |
0.0013 |
The exposure criteria are based on carcinogenicity of 10-6 risk. |
Isophorone |
78591 |
P |
34 |
1,800 |
The exposure criteria are based on carcinogenicity of 10-6 risk. |
Manganese |
7439965 |
50 |
100 |
The Drinking Water Plus Fish and Shellfish Consumption criterion for manganese is not based on toxic effects, but rather is intended to minimize qualities such as laundry stains and objectionable tastes in beverages. The Fish & Shellfish Consumption Only criterion was determined assuming a human body weight of 70-kilograms, and a fish consumption rate of 17.5 grams/day. |
|
Mercury (inorganic) |
-- |
2 |
-- |
The Drinking Water Plus Fish and Shellfish Consumption criterion is based on the MMCL (2004) and was determined assuming a human body weight of 70-kilograms and a drinking water ingestion rate of 2 liters/day. |
|
Methylmercury |
22967926 |
P |
- |
0.3 mg/kg |
The Fish and Shellfish Consumption Only criterion was determined assuming a human body weight of 70-kilograms, and a fish consumption rate of 17.5 grams/day. |
Methoxychlor |
72435 |
0.02 |
0.02 |
||
3-Methyl-4-Chlorophenol (also known as p-chloro-m-cresol) |
59507 |
P |
500 |
2,000 |
|
2-Methyl-4,6-Dinitrophenol |
534521 |
P |
2 |
30 |
|
Methyl Bromide |
74839 |
P |
100 |
10,000 |
|
Methylene Chloride (also known as Dichloromethane) |
75092 |
P |
5 |
1,000 |
The Drinking Water Plus Fish and Shellfish Consumption criterion is based on the MMCL (1995) and was derived based on the Practical Quantitation Limit (PQL) for Methylene Chloride. The Fish and Shellfish Consumption Only criteria are based on carcinogenicity of 10-6 risk. |
Nickel |
7440020 |
P |
100 |
4,600 |
The Drinking Water Plus Fish and Shellfish Consumption criterion is based on the ORSG37. This ORSG is derived assuming that an adult ingests 2 L/day of water. The criteria were determined assuming a human body weight of 70-kilograms and a fish consumption rate of 17.5 grams/day. |
Nitrate (as N) (criterion also applies to total nitrate/nitrite) |
14797558 |
10,000 |
-- |
Criterion was determined assuming a human body weight of 70-kilograms, a drinking water consumption rate of 2 liters/day, and a fish consumption rate of 17.5 grams/day. |
|
Nitrite |
14797650 |
1,000 |
-- |
Drinking Water Plus Fish and Shellfish Consumption criterion is based on the MMCL (1996) and was derived assuming that a 4 kg infant ingests 0.64 L of formula per day. |
|
Nitrobenzene |
98953 |
P |
10 |
600 |
|
Nitrosamines |
- |
0.0008 |
1.24 |
The exposure criteria are based on carcinogenicity of 10-6 risk. Criteria were determined assuming a human body weight of 70-kilograms, a drinking water consumption rate of 2 liters/day, and a fish consumption rate of 17.5 grams/day, as applicable. |
|
Nitrosodibutylamine |
924163 |
0.0063 |
0.22 |
The exposure criteria are based on carcinogenicity of 10-6 risk. Criteria were determined assuming a human body weight of 70-kilograms, a drinking water consumption rate of 2 liters/day, and a fish consumption rate of 17.5 grams/day, as applicable. |
|
Nitrosodiethylamine |
55185 |
0.0008 |
1.24 |
The exposure criteria are based on carcinogenicity of 10-6 risk. Criteria were determined assuming a human body weight of 70-kilograms, a drinking water consumption rate of 2 liters/day, and a fish consumption rate of 17.5 grams/day, as applicable. |
|
Nitrosopyrrolidine |
930552 |
0.016 |
34 |
The exposure criteria are based on carcinogenicity of 10-6 risk. Criteria were determined assuming a human body weight of 70-kilograms, a drinking water consumption rate of 2 liters/day, and a fish consumption rate of 17.5 grams/day, as applicable. |
|
N-Nitrosodimethylamine (also known as NDMA) |
62759 |
P |
0.00069 |
3.0 |
The exposure criteria are based on carcinogenicity of 10-6 risk. Criteria were determined assuming a human body weight of 70-kilograms, a drinking water consumption rate of 2 liters/day, and a fish consumption rate of 17.5 grams/day, as applicable. |
N-Nitrosodi-n-Propylamine |
621647 |
P |
0.0050 |
0.51 |
The exposure criteria are based on carcinogenicity of 10-6 risk. Criteria were determined assuming a human body weight of 70-kilograms, a drinking water consumption rate of 2 liters/day, and a fish consumption rate of 17.5 grams/day, as applicable. |
N-Nitrosodiphenylamine |
86306 |
P |
3.3 |
6.0 |
The exposure criteria are based on carcinogenicity of 10-6 risk. Criteria were determined assuming a human body weight of 70-kilograms, a drinking water consumption rate of 2 liters/day, and a fish consumption rate of 17.5 grams/day, as applicable. |
Pentachlorobenzene |
608935 |
0.1 |
0.1 |
||
Pentachlorophenol |
87865 |
P |
0.03 |
0.04 |
The exposure criteria are based on carcinogenicity of 10-6 risk. |
pH |
- |
See 314 CMR 4.05(3) and 4.05(4) |
|||
Phenol |
108952 |
P |
4,000 |
300,000 |
|
Polychlorinated Biphenyls (PCBs) |
P |
0.000064 |
0.000064 |
The exposure criteria are based on carcinogenicity of 10-6 risk. This criterion applies to total PCBs (e.g., the sum of all congener or all isomer or homolog or Aroclor analyses). Criteria were determined assuming a human body weight of 70-kilograms, a drinking water consumption rate of 2 liters/day, and a fish consumption rate of 17.5 grams/day, as applicable. |
|
Pyrene (PAH) |
129000 |
P |
20 |
30 |
|
Radioactivity |
See 314 CMR 4.05(5)(d): Radioactivity |
||||
Selenium |
7782492 |
P |
50 |
4,200 |
Drinking Water Plus Fish and Shellfish Consumption criterion is based on the MMCL (1996) and was determined assuming a human body weight of 70-kilograms and a drinking water consumption rate of 2 liters/day. Fish and Shellfish Consumption Only Criterion was determined assuming a human body weight of 70-kilograms and a fish consumption rate of 17.5 grams/ day. |
Solids (Dissolved) and Salinity |
- |
250,000 |
- |
This criterion applies to the total of chlorides and sulfates. |
|
1,2,4,5-Tetrachlorobenzene |
95943 |
0.03 |
0.03 |
||
Tetrachloroethylene |
127184 |
P |
10 |
29 |
The exposure criteria are based on carcinogenicity of 10-6 risk. |
1,1,2,2-Tetrachloroethane |
79345 |
P |
0.2 |
3 |
The exposure criteria are based on carcinogenicity of 10-6 risk. |
Thallium |
7440280 |
P |
0.24 |
0.47 |
Criteria were determined assuming a human body weight of 70-kilograms, a drinking water consumption rate of 2 liters/day, and a fish consumption rate of 17.5 grams/day, as applicable. |
Toluene |
108883 |
P |
57 |
520 |
|
Total Trihalomethanes (TTHM) (the sum of bromodichloromethane, dibromochloromethane, bromoform (tribromomethane) and chloroform (trichloromethane)) |
80 |
- |
Drinking Water Plus Fish and Shellfish Consumption criterion is based on the MMCL (2004). |
||
Toxaphene |
8001352 |
P |
0.00070 |
0.00071 |
The exposure criteria are based on carcinogenicity of 10-6 risk. |
Trans-1,2-Dichloroethylene |
156605 |
P |
100 |
4,000 |
|
1,2,4-Trichlorobenzene |
120821 |
P |
0.071 |
0.076 |
The exposure criteria are based on carcinogenicity of 10-6 risk. |
Trichloroethylene |
79016 |
P |
0.6 |
7 |
The exposure criteria are based on carcinogenicity of 10-6 risk. |
1,1,1 -Trichloroethane |
71556 |
P |
200 |
200,000 |
Drinking Water Plus Fish and Shellfish Consumption criterion is based on the MMCL and assumes a human body weight of 70-kilograms and a drinking water consumption rate of 2 liters/day. |
1,1,2-Trichloroethane |
79005 |
P |
0.55 |
8.9 |
The exposure criteria are based on carcinogenicity of 10-6 risk. |
2,4,5-Trichlorophenol |
95954 |
300 |
600 |
||
2,4,6-Trichlorophenol |
88062 |
P |
1.5 |
2.8 |
The exposure criteria are based on carcinogenicity of 10-6 risk. |
Vinyl Chloride |
75014 |
P |
0.022 |
1.6 |
The exposure criteria are based on carcinogenicity of 10-6risk. |
Zinc |
7440666 |
P |
7,400 |
26,000 |
Criteria were determined assuming a human body weight of 70-kilograms, a drinking water consumption rate of 2 liters/day, and a fish consumption rate of 17.5 grams/day, as applicable. |
** Metals criteria are expressed as total concentrations. To identify Massachusetts Maximum Contaminant Levels (MMCL) for pollutants not listed in this table, see310 CMR 22.00: Drinking Water.
* Chemical Abstracts Service (CAS) Numbers, which are maintained in the CAS registry, are unique numeric identifiers for chemical substances. CAS is a division of the American Chemical Society.
[PI] The Priority Pollutants are a subset of toxic pollutants for which EPA has published analytical test methods. The list of Priority Pollutants are published at 40 CFR Part 423, Appendix A.
[DAGGER] Unless otherwise noted, criteria are based on a human body weight of 80 kilograms, a water intake rate of 2.4 liters/day (representing the per capita estimate of combined direct and indirect household tapwater ingestion at the 90th percentile for U.S. adults ages 21 and older), and an organism ingestion rate of 22 grams/day (representing the 90th percentile consumption rate of finfish and shellfish from inland and nearshore waters for U.S. adults ages 21 and older).
314 CMR 4.03(1)(a) requires consideration of downstream uses when applying these criteria.
36 See also total trihalomethanes.
37 The MassDEP Office of Research and Standards (ORS) issues guidance for chemicals other than those with Massachusetts MCLs in drinking water. These ORS guidance values are known as ORS Guidelines or ORSG and are usually developed for use by Departmental programs in the absence of any other federal standards or guidance. ORS uses methodologies similar to that used by the EPA's Office of Groundwater and Drinking Water (OGWDW) when setting guidelines for chemicals in drinking water.
TABLE 30 ORGANOLEPTIC EFFECT CRITERIA** (e.g., taste and odor) |
||
POLLUTANT |
CAS NUMBER* |
CRITERION µg/L |
Acenaphthene |
83329 |
20 |
Chlorobenzene (also known as monochlorobenzene) |
108907 |
20 |
2-Chlorophenol |
95578 |
0.1 |
3-Chlorophenol |
0.1 |
|
4-Chlorophenol |
106489 |
0.1 |
Copper |
7440508 |
1,000 |
2,3-Dichlorophenol |
0.04 |
|
2,4-Dichlorophenol |
120832 |
0.3 |
2,5-Dichlorophenol |
0.5 |
|
2,6-Dichlorophenol |
0.2 |
|
3,4-Dichlorophenol |
0.3 |
|
2,4-Dimethylphenol |
105679 |
400 |
Hexachlorocyclopentadiene |
77474 |
1 |
Iron |
7439896 |
300 |
2-Methyl-4-Chlorophenol |
1,800 |
|
3-Methyl-4-Chlorophenol (also known as p-chloro-m-cresol) |
59507 |
3,000 |
3-Methyl-6-Chlorophenol |
20 |
|
Nitrobenzene |
98953 |
30 |
Pentachlorophenol |
87865 |
30 |
Phenol |
108952 |
300 |
2,3,4,6-Tetrachlorophenol |
1 |
|
2,4,5-Trichlorophenol |
95954 |
1 |
2,4,6-Trichlorophenol |
88062 |
2 |
Zinc |
7440666 |
5,000 |
** Metals criteria are expressed as total concentrations.
* Chemical Abstracts Service (CAS) Numbers, which are maintained in the CAS registry, are unique numeric identifiers for chemical substances. CAS is a division of the American Chemical Society.