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-InE) 3HI 3NEVW JO A AO 3.Ln.LU.LSNI HOUV3S3E 41 AT@. \@,q A too OA 10 Mae TRIGOM The Research Institute of the Gulf of Maine (TRIGOM) is a consortium of academic institutions and research agencies dedicated to the ad- vancement of marine science and oceanograp$y through cooperative efforts. TRIGOM provides a variety of services to the marine science community through publications, meetings, and seminars on subjects of common interest. In addition, the Institute seeks to undertake its own projects which will help the state and regilon better plan for multiple uses of the coast and to manage its natura1 resources. ACADEMIC MEMBERSHIP Bates College Bowdoin College Colby College Cornell University Maine Maritime Academy Nasson College Saint Francis College Southern Maine Vocational Technical Institute University of Maine at Farmington University of Maine at Orono University of Maine at Portland-Gorham PARC The Public Affairs Research Center was established at Bowdoin College in 1966 to act as focal point for conducting@studies of economic conditions, community government, regional development, and public administration. These activities are financed through research contracts with government and business organiizations, as well as through the assistance of foundation grants and contributions from business firms and individuals. 04078 U.S. DEPARTMENT OF COMMERCE NOAA COASTAL SERVICES CENTER 2234 SOUTH HOBSON AVENUE CHARLESTON, SC 29405-2413 A Socio-Economic and Environmental Inventory of the North Atlantic Region including the Outer Continental Shelf and adjacent waters from Sandy Hook, New Jersey, to Bay of Fundy VOLUME I Property of CSC Library Book 5 Submitted to Bureau of Land Management, Marine Minerals Division as partial fulfillment of Contract 08550-CT3-8 November 1974 COASTAL ZONE INFORMATION CENTER The Research Institute of the Gulf of Maine Box 2320 South Portland, Maine Information in this document is unrestricted in use and may be copied in part or total, provided reference is made to TRIGOM-PARC as authors and BLM as the supporting ageocy. TABLE OF CONTENTS Volume One: Environmental Inventory Book Five: Chapter Seventeen Page Chapter 1.7.0 Environmental Quality 17.1 Water Quality 171-1.1 Introduction 17-2 17-1.2 Surface Water Classification and Standards 17-2 17.1.3 Existing Water Quality 17-2 Key'Determinants of Water Quality 17-3 Water Quality Problem Areas Overview 17-3 Existing Water Quality Problems: Case Studies 17-4 17.1.4 Sources of Water Pollution 17-30 Non-Point Sources 17-31 17-1.5 References 17-285 17.2 Air Quality 17.2.1 Standards 17-290 17.2.2 Air Quality Control Regions 17-290 17.2.3 Ambient Air: Quality Conditions 17-290 17.2.4 Air Pollution Sources 17-291 17.2.5 Air Quality Problem Areas 17-292 17.2.6 References 17-516 17.3 Solid Waste Disposal Introduction 17-518 Methods 17-518 T7.3.1 Federal Efforts 17-519 17;3.2 Regional Efforts Multi-state 17-519 17.3.3 State Efforts 17-520 Maine 17-520 New Hampshire 17-521 Massachusetts 17-522 Rhode Island 17-524 Connecticut 17-525 New York 17-528 New Jersey 17-529 17.3.4 References 17-536 17.4 Ocean Disposal-and Dumping 17.4.1 Brief History of Activities 17-540 17.4.2 Present Laws 17-545 17.4.3 Summary of Selected Recent and 17-548 Ongoing Research 17.4.4 Significance and Value 17-550 17.4.5. References 17-552 Chapter Envirommental Quality Page Chapter 17.1 Water Quality 17.1.1 Introduction 17-2 17-1.2 Surface Water Classification and Standards. 17-2 17-1.3 Existing Water Quality 17-2 Key Determinants of Water Quality 17-3 Water Quality Problem Areas - Overview 17--3 ExisIting Water Quali!@y Problems- Case Studies 17-4 17.1.4 Sources of Water Pollution 17-30 Non-Point Sources 17-31 17.1.5 References 17-285 17-1 .17.1 WATER QUALITY 17.1.1 INTRODUCTION The following discussi on on water quality Wthe study area is,large- ly concerned with (1) the general condition of surface water resources$ both saline and fresh,, (a detailed description is:to be found in Chap- ters 3 and 4,, Sections 3.3 and 4.4),, (2) an inventory of point sources of pollution from available federal and state publications and data banks, and (3) a discussion of the standards'and classification schemes (present and future) which are intended to regulate point discharges. It is realized that many other aspects of water quality pertain to the present problem of assessing potential impacts from offshore oil and gas development. These include an inventory@of water quality@monitor- ing efforts (such as that by Interstate Electronics Corporation, 1973 draft to EPA), consideration of water quality modeling efforts, a dis- cussion of present waste treatment systems, including estimates of sewered and non-sewered areas, a discussion of@ground water quality problems, and a fuller treatment of non'-point sources of pollution of which a brief discussion is included in the following text. Further- more, it is realized that data herein,presented are subject to rapid modification as new sources of pollution areicreated and, conversely, as new treatment facilities are installed. For this reason, the fol.- lowing sections have attempted to direct theiuser to data centers where up-to-date information may be readil obtained. y 17.1.2 SURFACE WATER CLASSIFICATION AND STANDARDS In 19,65, the Federal Water Quality Act was passed which required the states to draw up water pollution control pla'ns including minimum water quality standards to be met in their interstite waters. Waters were then classed by use (i.e., recreation, public' water, waste disposal, etc.),and standards established accordingly.' Tables 17-1 through 17-9 present the classification. schemes and standards developed by the states in the present study region. FiguresI17-1 through 17-39 define the classifications then assigned to the sur@ace waters. It should be noted that assigned classifications do not necessarily indicate present water quality conditions. In many cases, waiters must be upgraded in , quality to meet the proposed classification.@ Section 17.1.3 will des- 'cribe the existing water quality in the major river basins, many of Which are "substandard." 17.1.3 EXISTING WATER QUALITY This discussion is intended to present general information on existing water quality of major rivers and estuaries,jwith emphasis on areas known to be particularly problematic. Chapters 3.3 and 4.3 of this report discuss in detail the available data 6n the chemical oceanogra- 17-2 phy of coastal and continental shelf waters, with emphasis on biolog- ically active natural components (nutrients, dissolved gases such-as oxygen and nitrogen, pH, and dissolved organic compounds such as urea and dissolved organic carbon), trace metals, organic pollutants (oil, pesticides, polychlorobiphenyls) and suspended matter. KEY DETERMINANTS OF WATER QUALITY Before discussing water quality conditions of specific areas, factors influencing Water quality will be briefly detailed. First and most evident, nearly all significant coastal pollution prob-, lems are downstream from urban concentrations. Estuaries downstream from the Charles River, Taunton River, Providence area streams, the Hudson River and the Passaic River, are notable examples. Several other determinants are related to the hydrology of a particular area. For instance, poorly flushed, low energy back bays tend to intensify pollution problems, whereas high energy open coastline is less sus-. ceptible to problems. These determinants are a function of both tidal effects and the rate and volume of freshwater inflow to an, area (which is subject to natural and man-induced fluctuations). Temperature is another factor which intensifies most pollution. Higher temperatures occur both naturally, with seasonal changes, and as a result of man's activities, such as thermal,discharges from power plants and industrial processes. Finally, the natural characteristics of an area including geologyj morphology and hydrology will affect the "natural.background" of certain parameters such as nutrient levels, oxygen levels, and dis- solved solids. The natural background levels of these and other param- eters, together with the determinants discussed above, will define the tolerance of an area to the input of various substances, commonly termed, "the carrying capacity" of an area. The following discussion will describe the general conditions of specif- ic estuaries and rivers. Information has been obtained primarily from state and federal studies which range greatly in age. Consequently, these descriptions are not.necessarily comparable and must be taken as indicative only. WATER QUALITY PROBLEM AREAS - OVERVIEW There are several ways one could define a "Water quality problem area.". As a result of the Federal Water Pollution Control Act Amendments of 1972, (Title III, Section 303e), states have been required to develop water quality management plans for all navigable waters, for submission to the Environmental Protection Agency (EPA). Part of this effort has involved designating "water quality limited segments," defined as a 11segment in which water quality standards will be violated even when effluent limitations, as required by*Sections 301 (b) (1) (A) and 301 (b) (1) (B) of the Act are applied." Figure 17-40 depicts water 17-3 .quality limited segments as recorded in EPA files as of October, 1973. This map is preliminary and incomplete. Lakes dnd ponds considered as water quality limited have not been recorded, f6r instance. The Maine Department of Environmental Protection has listed these, as well as river reaches, in its listing dated April, 1973:(see Tables 17-30 and 17-31). Other states may have made similar lisiings and ought to be consulted prior to any localized, onshore analysis. The above discussion on water quality limited segments is concerned with future water quality problem areas, when "effluent limitations ... are applied." Existing problem areas have 6een described by vari- ous state and federal agencies in terms of the use classification schemes, discussed previously (Section 17.1.2).: New England River Basins Commi'ssion (1970), summarized water qual'ity conditions in New England in both tabular and graphic form , indicating waters "unsuit- able for most uses," from sources dated 1967 (s6e Table 17-34 and Figure 17-41). More detailed records exist in !some state and regional agency documents. Figures 17-42 through 17-49,, taken from a 1969 Maine Water Resources Plan (Hunter and Goodnow,! 1969) depict substan- dard waters in Maine 5 years ago. Table 17-33:shows the present condi- tions of northern Massachusetts rivers. Figures 17-50 and 17-51 show the existing and proposed water quality classifications of Rhode Island waters in 1967 (comparison will define substandard areas). Present (1973) and proposed water quality conditions of Connecticut and Long Island Sound drainage areas are listed in Table: 17-32, including the Thames River Watershed, Connecticut River Watekhed, Housatonic River Watershed, and Long Island Sound Watershed. Substandard areas are shown on Figure 17-52. The latter study was conduct6d by the Connecticut Department of Environmental Protection for theiLong Island Sound Study (NERBC, ongoing). No comparable documents exist for New Hampshire. Another definition of water quality problem areas results from the ef- .forts of state health and marine resources agencies to identify areas contaminated by domestic sewage wastes, as ind cated by coliform bac- terial counts. The resulting records are used primarily to determine whether certain.areas must be closed to shellflish harvesting and swim- ming. It has been suggested that coliform counts are a highly ques- tionable index of potential health problem areas, as saline waters are natural culturing agents for these bacteria (hence counts may be deceptively high). Nevertheless, these are still felt to be of,signif-@ icance by some. Detailed records are availablie from the state health and marine resources agency files, but in.gend,ral, littleis available in published format. EXISTING WATER QUALITY PROBLEMS: CASE STUDIES The following discussion consists of abstract$ from.various reports which describe the general condition and majo@j problems of rivers and estuaries in the study region. Most of the sources used are organized 17-4 by river basin (see Figures 17 -11 through 17-38 and 17-53). In many cases, changes may have occurred since the date of the report cited; descriptions may be then be considered of historic significance. It is advised that preceding any local analysis, the most recent avail- able information be obtained from appropriate agency files. Maine: Coastal Basins The coastal basin of Maine stretches from the Bath-Brunswick area in the Kennebec estuary to the city of Eastport, the most easterly city in the United States (see Figure 17-53). The Maine DEP (1972) des- cribes the general water quality problems in the basins: The quality of coastal basin waters, both fresh and salt, is excellent. However, there are .several limited areas where severe degradation does exist. Such areas may have waste sources ranging from a simple failing septic 'tank to large food processing operations discharging fat, blood, solids and much bacteria, and paper mills. To a great extent, particularly in the Penobscot and Kennebec and estuaries, water quality.is effected by upstream usage. Penobscot Bay is greatly effected by organic loads discharged from the cities of Bangor and Brewer and the Eastern Fine Paper Co. of Brewer and St. Regis Paper Co. of Bucksport. Statler Tissue Co. of Augusta and the cities of Augusta and Waterville certain- ly effect the coastal Kennebec. In fact, in the Penobscot estuary alone Eastern Fine Paperand St. Regis contribute 95 percent of the pollution currently degrading that bay and the effects of Augusta area waste discharges can be measured at Chops Point near Bath Maine. Between the Penobscot and Kennebec outlets and between Penobscot Bay and Passamaquoddy Bay are jagged coastal areas that,are rugged and wild in nature and are sparse in population. In these areas, fresh and salt waters are of excellent quality and if a problem does exist it is most likely related to pathogenic hazards emanating from failing coastal septic systems. Maine: Penobscot River Basin The Penobscot Rive r Basin is the second largest of all EPA designated basins within the state (see Figure 17-51). The Maine DEP (1971a) des- cribes the pollution problem in the Basin: A) Main stem, Millinocket to Lincoln. B) Main stem,,Old Town to Bucksport Major loadings are.caused by pulp and paper industries in both cases with relatively minor amounts.of domestic sewage in the Millinocket- 17-5 Lincoln section', but significant domestic loads:in the Old Town-Bucks- port section,'adding to the problem. Dissolved oxygen deficiencies and bottom deposits are the primary detri- mental effects on.the river. The waste loadings from Section A have been reasonably well assimilated at a point jusi above Old Town and D.O. content returns to a normal range. In the case of Section B, how- ever, tidal action in the upper estuary retards the outflow and condi- tions borderling on.nuisance are the result. -Bottom deposits that have accumulated in both sections also tend to drag 8own oxygen levels in the water. These deposits have accumulated over a hundred or more years, first from timber driving and sawmill aciivity on the river and later from pulp and paper manufacturing, along @iith the normal accumu- lation of silt and the detritus of habitation. At present, one municipality (Orono) is operating secondary treatment facilities for domestic sewage, a second (Bangor@) is providing primary treatment to a part of its domestic, commercial and industrial waste flows. With the exception of minor, isolated small facilities treating wastes from.limited areas, these are the only municipal installations at the present time. In the pulp and paper industry, one mill (St. Regis at Bucksport) has closed its sulfite procelss with significantre- duction in pollutional load, two other mills (Great Northern at Millin- ocket and East Millinocket) have converted to magnesium base sulfite process, again with significant reduction in waste loading. These three mills are proceeding with primary treatment separately from the Towns in which they are located, the other mill@ have formulated plans to join with their respective communities in treatment at secondary levels. There are no known discharges of toxic materials in harmful quantities. One industry (I.M.C. Chlor-Alkali at.Olrrington)@does discharge mercury atapproximately 2 e/4 ounces per day which app6ars not to have built up in harmful concentrations at this time,. The@industry is investi- gating methods to reduce or eliminate this discharge. Maine: Kennebec River Basin The Kennebec River Basin comprises Kennebec, Somerset and part of Franklin counties (see Figure 17-53). It is the@ second most populated basin in the state. Pollutional problems are described by the Maine DEP 1971b): The grossest pollution of the Kennebec R,ivOr occurs on the section of the river from Waterville southito the Augusta- Gardiner area. Most of the population and:industry of the basin are concentrate&in this 35 mile section of the river. All the major economic and population growih-of the basin is mirrored in the quality of this section@of the Kennebec 17-6 Ri ver. The major degraders of the river's water quality are varied. Paper mills, textile operations, meat and poultry processors are the major polluters along with municipalities of 15,000 to 20,000 people with no treatment for the sanitary wastes they generate. ,The length of the.river basin from Skowhegan to Richmond at the southern end of the basin is substandard due to the waste load that it daily receives... However, to simply say that these waters are substandard is grossly ambiguous and misleading. Areas of 0 mg/l dissolved oxygen exist and are miles long in summer. Several lakes, notably Lakes Annabes- sacook and Cobbossecontee are currently in varying stages of cultural eutrophication. The Sebasticook River on its east and west branches suffers gross pollution from a tannery, textile mills and milk processing plants. Wastes from the Hartland Tannery degrade the West Branch of the Sebasticook River all the way down to Pittsfield. This section is in nuissance condition most of the summer. This degradation, which is prevalent throughout the basin, can be laid to the demerit of a relatively small number of point sources. Industries, rather than municipalities, can be saddled with the responsibility for the basins' condition. There are a few sources from the larger urbanized areas such as Waterville that can bear some share of.the problem but over all the population equivalent of industries which is nearly three million exceeds even the seasonal population by over ten times. Maine: Androscoggin Basin The Androscoggin Basin lies in western Maine and eastern New Hampshire, and i,s.by virtue of this, an interstate basin (see Figure 17-53). Ap- proximately 2,730 of the basin's 8,932 square km lies in Maine. As a result of an abundant available head, this river is extensively dammed for power and industrial use. The Maine DEP (1971c) describes its pollution status: The Androscoggin River Basin, with its major tributaries, the Androscoggin and Little Androscoggin Rivers, has a reputation, both past and present, of having major diffi- culties with pollutional loads from sources in the basin. Since about 1941 the Androscoggin condition has improved. But the couft ordered reduction of the 1940's did not mean that the Androscoggin main stem was drastically purified. Areas exist today where floating sludge deposits 17-7 compete for surface area with the river water, where the smell of cabbage and the lack of oxygen predominate. Such things as those listed above have not been eliminated, but over a period of thirty years they have become somewhat less acute. Given the nature of the pollutants,enterihg these streams, the primary quality parameter violated is@dissolved oxygen. In areas where standards are violated, dis@solved oxygen limi- tations are the parameters most often violated. Leading directly from large dissolved oxygen deficits are the many attendant difficulties usually found with'depleted oxygen supplies. Color, floating bottom deposit$, fish kills all appear in the ba@in's rivers. Such conditions are particu- larly evident in the summer months. Then, as now, the major contributors to the overall degrada- tion of the,basins's water quality are the paper and pulp mills. This, however, does not mean that others are not also guilty,of ecological negligence. Tanneries, food pro- cessors, municipalities, textile mills and others are also to blame for the basin:'s current situation'. However, 95 percent of the.current waste load enterinj the river above Lewiston comes from pulp and paper mills dt Livermore Falls, Rumford and Berl-in, N. H (i.e. Internat*onal Paper, Ox ford Paper, and Brown Company). The urban areas of the basin are situated around Lewiston and Au6urn. Hence, the largely untreated domestic wastes from these population centers pollutes the lower end of the basi n while paper and pulp wastes pollute the upper end of the basin. Maine: Presumpscot River Basin The watershed of the Presumpscot River, including Sebago Lake, covers an area of about 1,564 square km.(see Figure 1 53). The river begins at Sebago Lake and;flows generally southeasterly discharging in Casco Bay in the Greater Portland area. Extracts frdm Metcalf and Eddy, Inc. (1971), describe the conditions of the basin: Water Quality. The Presumpscot River can1be divided -into I three sections to describe present sanitary conditions and water quality: Section 1 from Sebago Lake outletto South Windham, river mile.23.6 to 13.7, a distanceiof about 15A km. Section 2 from South Windham to Presumps!cot.Falls Dam, river mile 13.7 to 0, a distance of about 22.2 km. 17-8 Section 3 Presumpscot estuary, tidal, from Presumpscot Falls Dam to Casco Bay, a distance of about 4.2 km. The first section of the river has a very good appearance as there are no significant sources of population. This section has a B-1 classification. (In 1970 ... ) Dissolved oxygen levels were nearly 100 percent of saturation and well above the 75 percent required for a B-1 classification. BOD5 was very low, ranging from 0.6 to 1.3 mg/L (milligrams per liter). Total colif6rm bacteria ranged from 0 to 37 per:.100 ml, which is well below the value of 300 prescribed in the standards. Phosphorus and nitrogen were also found to be very low and in- sufficient to stimulate growths of algae. These tests verify the high quality of the water in this section of the river. The second section of the river presents just the opposite picture as pollution is introduced principally from the S. D. Warren Company paper mills at the City of Westbrook, and to a lesser degree from Windham, Gorham, Portland, and Falmouth. This section of the river has a C classification. The quality of the water entering Westbrook is fairly good, even though it has received some small amounts of pollutiop from Windham and Gorham. Dissolved oxygen is high and BOD5 is low. As the river flows through Westbrook, it receives sewage dis- charges from about 24 City of Westbrook sewer outlets. At a point just upstream of the S. D. Warren mills, about 24 mgd is taken from the river into the mill for use largely in paper making. The wastes resulting from the process are dis- charged into the river, a portion of them receiving primary treatment. Downstream of this point, the river is grossly polluted and has a brownish-gray appearance. The water gives off a chemical odor which can be detected atleast .8 km away under certain conditions. Many gas bubbles can be seen arising over the water surface. Dissolved oxygen has decreased, BOD , 7creased, pH increased, and the temperature increased. The river does not meet the C classification, as the dissolved oxygen was less than 4 mg/L in the July sampling, and because of the voluminous floating scum, sludge, and gas-bu4bles. During the November sampling, there was enough dilution water in the river to maintain high dissolved oxygen contents. The third section is also polluted. As theriver flows over .the Presumpscot Falls Dam into the tidal estuary, it absorbs 17-9 some oxygen from the atmosphere. However,, the water remains turbid and gives off obnoxious odors. TH6 tides help the absorption of 'some of the pollutional loa@ by bringing fresh oxygen-saturated water into the estuary. !At low tides, some of the mud flats are exposed and give off@!odors. There are no recent published sampling and test data on the estuary, although extensive testing was carried out in 1959. Maine: Saco River Basin The Saco River, located in Southern Maine, begins in the uplands of the White Mountains of New Hampshire, draining sout,,heasterly into the Atlantic Ocean (see Figure 17-53). Like the An1droscoggin, the Saco has ,an abundant head which has been extensively dammed for power and indus- trial use. The Maine DEP (1971d) describes itsiquality: The head waters of the Saco River mainstem@lare virtually free of point sources of pollution and as 6 result the water quality of these headwaters is excellent. Most of the water'contact recreation that occurs in the basin.occurs in the headwaters. It is not until the Saco reaches Conway, New HampshireL that it receives any waste at all and the degradation is so minor i.e., dissolved oxygen remains high and batteria at toler- able levels that a U.S.D.I/FWQA study in 1967 gave its clean- up the lowest priority of all sources on the Saco River. ByIfar, the area of most serious degradation occurs in the area of Biddeford and Saco. Ten years ago:around 30,000 people,, a tannery and a textile mill dumped raw wastes into this river with, serious corresponding degradation of Saco waters. However, since 1965, when the Biddeford municipal secondary treatment plant went on line the,,burden of river degradation has fallen with the municipal and industrial sources of pollution in Saco. No longer does the popula- tion of Biddeford as the process wastes fro Im the textile firm of Pepperell Manufacturing Company (Pepperell will hook up to the Biddeford S.T.P. in 1971) di�charge to the Saco. The City of Saco (which has two smal@i treatment plants) and the Saco Tanning Company discharge raw sanitary wastes to the river. High bacteria concentrIations for the tannery and town, very low dissolved oxygen!stums, floating solids, sludge banks preclude the use of the Saco estuary for everything except the carrying of sewag6. Such is the case from Saco to the Atlantic. The coastal area, because of the lack of major sources of pollution a6d tidal action if of much higher quality than upstream wit@i its classifi-. cation uses safely permitted. 17-10 Maine: Piscataqua River Basin The Piscataqua and Salmon Falls.River form the southwestern border of Maine (see Figure 17-53). The Maine DEP.(1971d) described its pollu- tional problems: (The Piscataqua)...receives wastes from the Berwicks and from the Kittery areas of Maine. The largest single pol- luter is the Prime Tanning Company of Berwick, Maine. The remaining sources of the Maine side are sanitary in nature. Prime Tanning Company of Berwick, Maine deposits its wastes raw into the Salmon Falls River. The Salmon-Falls, having already received a large waste load from Milton, North Rochester and East Rochester, New Hampshire, which lowers its quality, is further degraded by Prime Tanning and the town of Berwick. Nuisance conditions characterized by the absence of oxygen, high bacteria concentrations, oil slicks, visible solids, scums and sludge bank are a common occurrence. The Great Falls Bleach and Pye Works opposite Berwick in New Hampshire adds to this nuisance. The Piscataqua suffers because of both upstream problems as well as sources along its own length. These sources are mostly sanitary and coupled with already. existing degrada- tion renders the Piscataqua estuary unfit for most uses in- cluding shellfishing and recreation. New Hampshire: Coches River The Coches River, a tributary to the Piscataqua River, receives a vari- ety of wastes, treated and untreated, domestic and industrial. 'It drains into Great Bay which has been closed to shellfishing since 1938. Massachusetts: Merrimack River Basin The Merrimack River Basin (see Figures 17-58 and 17-12) is located in northern Massachusetts and central and southern New Hampshire. Eighty percent of its 12,720 square km lies in New Hampshire. As shown on Table 17-33, much of the Merrimack River within Massachusetts is sub- standard. It is estimated that the river receives in excess of 120 mgd of wastes, much of which is untreated. Massachusetts: Ipswich - North Shore Basin The major water courses in this basin are the Ipswich, Parker, Rowley, Saugus, and Pines Rivers (see Figures.17-15 and 17-16). Presently, waters defined as substandard include the Ipswich, Saugus and Pines 17-11 Rivers, as well as several harbors receiving untreated municipal wastes. The following extracts, taken from a draft rep,prt by the EPA (1973) for the New England River Basins Commission, summalrize the water quality problems in this basin: The problems faced by the municipalities @in the Ipswich- North Shore Basins are typical of those before many grow- ing suburban areas. These include urban runoff, combined sewer overflows (to a limited extent), an@ untreated munic- ipal wastes entering waters with high rec:reational use. In t.he coastal sub-basin, including Essex@southward to Winthrop, all the previously mentioned problems exist. The severity of urban runoff can only be estimated, but towns with well developed commercial centers could be expected to have significant volumes of runoff to coa,�tal waters during periods of precipitation. This would apply to all of the towns with the possible exception of Essek and Rockport. Each of the other towns presently has app,@oximately 50 percent or more of their land listed as "Urban" in the pre- liminary land use figures developed for the SENE study. Combined sewers exist in Gloucester and Lynn with an inter- ceptor overflow into the North River in Salem due to exces- sive infiltration occurring in the South Essex Sewer Dis- trict System. This overflow is due to be@eliminated as the SESD expands and upgrades the treatment plant to secondary. i Untreated or-inadequately treated municipal wastes are adversely affecting Rockport Harbor, Gloucester Harbor, Beverly@Salem Harbor, and Lynn Harbor. In addition, due to the generally poor soil conditions in Essex, Gloucester, Rockport and Manchester where much of theipopulation de- pends on on-site subsurface disposal systems, the coastal waters are impacted by these domestic wastes. In the Ipswich River sub-basin, the problem of landfill I leachate and inefficient subsurface disposal systems are the major problems. The two landfills which most probably affect the waters of the Ipswich River are those of Wilmington,@and Middleton. Both leachate and surface drainage are pr6blems at the Wil- mington site. Maple Meadow Brook drains this and is part of the headwaters of the Ipswich River. Low dissolved oxygen and high coliform concentrations were observed down- stream at the Route 93 bridge during the August 1968 water ,quality survey conducted by the Massachusetts Division of ...Water Pollution Control. Likewise, at the' Route 114 17-12 bridge in Middleton similar results were noted. This sta- tion was below the Middleton disposal site. However, the results might also be representative of the poorly operat- ing subsurface disposal units in West Peabody. The Divi- sion's proposed water quality survey for the summer of 1973 would determine the effects of each site more defin- itively, especially if West Peabody is surved by the SESD by then. Besides West Peabody, other areas contributing to water quality problems on' the Ipswich River due to malfunction- Jng subsurface disposal systems are Middleton, the Silver Lake section of Wilmington, and two sections in North Reading, West Village and Main and North Streets area. The reason appears to.be the poorly drained soils near the river in North Reading and Middleton and stony soils in the Silver Lake area of Wilmington. Finally, many of the towns along the Ipswich River have extensive swamps drained by the Ipswich. This, too, con- tributes to water quality impairment by natural means. The Parker and Rowley River sub-basins have water quality problems much like those communities In the Ipswich River drainage sub-basin. Much of the towns of Newburyport and Groveland are in the Merrimack.River Basin, including their population centers. Those areas. do not threaten the Parker sub-basin. However, the Plum Island area of both Newburyport and Newbury is totally served by on-site subsurface systems on soils which severely impair those systems' usefulness. With high summer population densities, the result is a threatening of groundwater supplies. Although both rivers have acceptable dissolved oxygen con- centrations, the dumps in the towns of Georgetown, Rowley and Ipswich have leaching and surface drainage problems which may affect other physical and chemical parameters. The Saugus-Pines sub-basin is quite dis'similar from those previously discussed. Since the MDC serves virtually all of Revere and Wakefield, and Saugus has a collection sys- tem, only Lynnfield has a problem with sub-surface units. A poorly operated landfill on the tidal marsh between the Saugus and Pines Rivers has degraded the estuary so that it is closed to the harvesting of shellfish. One other probable problem is that of urban runoff which can be assumed due to the extensive development of the area. 17-13 Massachusetts: Mystic Basin The Mystic River Valley, in the northern part of the Boston metropoli- tan area, contains a number of streams, ponds And wetlands. At the mouth of the Mystic, these waterways are joined by the Chelsea River and Mill Creek and flow into Boston Harbor,(se6 Figure 17-19). The Valley encompasses about 220 square km, with a!variety of development including some of the metropolitan region's most intensive industry and most handsome woods. The EPA (1973) summarizes its condition: One problem which is present to a greater!or lesser degree in each of the Mystic planning area towns;is urban runoff. Lands in urban usage in each town amount to greater than one-half of the total acreage in each towA . Extremes are Woburn, 54 percent urban; and Medford, 901percent. The ag- gregate of the planning area towns is 75 Oercent in urban usage. This represents a significant amo6nt of impervious pavements resulting in large amounts of siorm runoff, in- cluding oils and grease from roadways, sand and silt, and organic matter. In addition to this type@of runoff which effects both tidal and non-tidal waters of the basi-n,.the tidal portions of the Mystic River and Chelsea Creek are major commercial waterways with many tank,farms located along their shores. Oil separators are essential to de- creasing the amounts of oil released from:those drainage systems. Another major problem concerns the low fl6ws in the sum- mer months in the Aberjona River. The siiuation results in odors and visually unpleasing conditions. Part of the cause is as the result of almost 100 percent of1drainage basin being sewered, thereby precluding recharge by subsurface disposal systems. In addition, water supOy wells are lo- cated near the river. One effect of these problems as well as c6mbined sewer dis- charges (which will be discussed separately) is water quality below standards. Based upon data:collected by the Massachusetts Division of Water Polluiion Control in August and September of 1967, there appea@ed to be dis- solved oxygen (DO) and bacterial violationlis. In the Aber- jona particularly, dissolved oxygen fluctuations seemed to indicate an acuatic plant problem. BacteHal counts were high in the lower Mystic. Throughout tWentire Aberjona- Mystic systems, no living organisms were found in the bottom sediments which were generally black. In summary, storm drain and combined sewer overflows consti- tute two major problems for the Mystic RiVer. Also, like 17-14 many urban rivers, urban runoff is an important contributor to the Mystic River's degraded state. As a result of these factors and the abundance of oil storage facilities along the Mysti'c and'Chelsea*Rivers,.a thick sludge mixed with an oily residue has developed on the bottom of the Mystic River. There exists a high potential for oil spills on the river as well as on land where it may 6ventually be discharged to the river. Massachusetts: Charles River Basin The Charles Basin is located in eastern Massachusetts, draining an area of 795 square km and emptying into Boston Harbor. Extensive wetlands are prevalent in the basin. The EPA (1973) describes its condition: In general, water quality parameters adversely affected by the point and non-point waste sources on the Charles include DO, nutrients and bacteria. Based on data collected'in 1967 and 1969 by EPA personnel and.personnel from the Massachu- setts Division of Water Pollution Control, violations of water quality standards were found. The causes are mainly the municipal and institutional discharges to the waters in the upper basin. These same discharges and other sources im@- parted nutrients to the waters. The observed concentrations of nutrients in combination with other factors suchasIlfght intensity, turbidity and tempera- ture were sufficient to produce growths of aquatic plants. The upper reaches of the 'Charles River below the Milford treatment plant dense growths of aquatic plants-were ' preva- lent. Dense growths were also found in Mine Brook and down- stream reaches of the Charles River to Medway. Below Medway rooted aquatic plants werenot prevalent, except in the ponded areas near Route 30 in Newton. These plants in addi- tion to a,lgae create DO fluctuationsalong the river much like that.mentioned in the Aberiona. In 1967 and 1969 at all Charles River sample stations, aver- age coliform concentrations exceeded 1,000 organisms per 100 ml, the Class B standard. The highest values were found below sources'of domestic waste. During the sampling periods, several waste discharges did not chlorinate their effluents, although'they do now. Urban''runoff is another source of bacterial pollution in.the Charles. 'During rain- fall, substantial h.umbers'of,bacteria can be added to the receiving waters, With respect to wastewater discharg es, more than half of the 17-15 oxygen demanding material is discharged by the Cott Corpora- tion in Millis. Non-point sources of waste also contribute pollutants to the waters of the Charles RiVer Watershed. In the upper reaches above Needham, much of the population dis- charges its waste through individual disposal systems. In at least two areas, this method of disposal has become inade- quate and overflows of septic tank effluent are reaching the Charles Riverand tributary streams. In the middle section of the stream from N6edham to the Moody Street Dam, there are few, if any, identiflied point sources of pollution. The wastes discharged to the sewerage system of each community in this section are conve ed out of the ,y basin and discharged after treatment to Boston Harbor by the Metropolitan District Commission. Each community has a sep- arate sewerage system, that is, a sewerage@system with sep- arate sanitary sewers and storm drains. However, wastes are added to the watercourse as a result of urban rainfall runoff. Accumulations of street litter; dirt and dust; oils; salt; pesticides; herbicides and fertilizers; possible cross-con- nections of sewage to storm drainage systems; and other@ sources, may add significant quantities of@pollutants to streams during periods of rainfall. Drainage from improperly located solid waste disposal facili- ties is another source of pollution'that affects the Charles River and tributary streams--many communities, mainly for economic reasons, have located sanitary landfills in low marsh areas where direct runoff to nearby W@ater bodies occurs. Drainage from sanitary landfills contains @ignificant bac- terial concentrations. The Massachusetts Division of Water Pollution Control has ordered three Charles River communities to abate pollution caused by sanitary land@lills. During 1970, the Massachusetts Department of Public Health conducted an inventory of all solid waste @isposal facilities in the State. Each disposal site was located on Geological Survey maps. Based on the results of the survey, approximate- ly 15 communities have solid waste disposal facilities in areas that could cause pollution waters in'!the Charles River Watershed. In summary, the Charles River's degraded conditions are due to sanitary and industrial waste discharges to its upper reaches. Inadequately treated municipal walstes discharged to the upper Charles at Milford and to the@lMine and Stop Rivers contributed much to the degradationlof the river. Far- !, but the nutri- ther downstream active decomposition ceases ents imparted to the river from the tributalries, other 17-16 municipal sewage treatment plants, and poorly located munici- pal dumps in Milford, Newton, and Waltham cause luxurious growths of attached aquatic plants. Farther downstream this nutrient problem manifests itself in algae blooms. These problems are compounded in the middle reaches by pol- lution from urban runoff and in the lower basin by combined sewage overflows and salt water stratification which pre- vents mixing. The results in the lower basin are black, oily, benthic deposits. Their lack of living organisms sug- gests that these deposits are toxic. Bacterial concentra- tions in the river prevent its use for any water contact activities. Massachusetts: Neponset Basin The Neponset Basin flows from the Neponset Reservoir in Foxboro, north- easterly to Dorchester Bay (see Figure 17-20). It has two major trib- utaries: The Canton River (or East Branch) and Mother Brook. In area it encompasses 1731 square km, including extensive marshlands. The EPA (1973) describes the basin as one of the most critically polluted rivers in metropolitan Boston. More specifically, it describes its conditions and causes: Municipal discharges are not the cause of Neponset River problems. (However), all process water discharges from in- dustries will be,connected to the MSD, thereby eliminating all but two sources of domestic wastes in Foxboro and one cooling water discharge. The Foxboro sources may eventually be'eliminated by the extension of municipal sewers to pro- vide discharge out of basin. Factors affecting the Neponset are urban runoff, Boston's combined sewers, and past practices by industries located in the basin, principally paper mills. Urban runoff effects have been described before, although the degree of influ- ence on water quality is unclear on the Neponset. Water .quality data is sparse. However, the Massachusetts Divi- sion of Water Pollution Control is working on that river as well as the Mystic collecting and analyzing instream.data. This could provide a basis for better understanding of the urban runoff and combined sewer problems. With respect to problems caused by past practices, this re- fers to the paper mills' concept of the value of a river. As a result, the Neponset is sluggish due to impoundments created for industrial water supply and has a blanket of sludge in many areas, indicating that the paper mill ef- fluents received little or-no treatment. As the industries 17-17 diverted these effluents to the MSD, like discharges from the impoundments were negotiated for. As an additional as- pect of this situation, Mother Brook should be mentioned. This is a man-made industrial canal which diverts Charles River water to the Neponset. Today this co Induit is partial- ly covered by parking lots and streets and'is generallya poor aesthetic feature. It could become an:, important part of any flow augmentation scheme for either.,the Charles or Neponset. Once again, poor landfill siting has created potential for water quality problems. Massachusetts: Boston Harbor Boston Harbor receives the..drainage and wastes of four major streams the Mystic, Charles, Neponset, and Weymouth Fore Rivers (see Figure 17-17). Its condition is described by the EPA (@1973): In the Boston region, as in many older cities, large areas are served by common or combined sewers, many of them con- structed in late'1800's which accept sanitdry'sewage and storm water into the system. During dry weather periods, these municipally-owned sewers discharge tqa system of interceptors that are operated by the Metropolitan District Commission (MDC), and the waste is transported to the MDC primary plant at Deer Island. However, during periods of rainfall, the combined sewers and interceptors reach their capacity and the excess flows are discharged to nearby watercourses through numerous outlets. In the areas where overflows occur, bottom ',deposits contain- ing black, oozy mudshave been found, and b,@cterial concen- trations have been extremely high. Oil pollution in the Harbor results from maIny sources in- cluding spills during ship-to-shore transfe@rs, stormwater runoff from streets as well as tank farms, combined sewers, and to some degree Deer and Nut Islands. The magnitude of the problem is such that a permanent oil boom has been placed across Chelsea Creek, a major oil st6rage and transfer area for metropolitan Boston, to help minim:ize any possible floating oil from entering the Harbor. Harbor:spi,lls occur mainly at oil terminals:which fortunate- ly are well-equipped to contain the spills 'until a clean-up contractor arrives. Many of the maj,or term"nals also have clean-up apparatus. 17-18 The major discharges of oil to sewers have in virtually every case been traced to fuel oil losses resulting from failure of tanks, pipes, or mechanical equipment, or from human error. The oil enters the sewers either by infiltration or directly through catch basin. In addition to these major discharges, there are chronic prob- lems with accidental and deliberate discharges of smaller amounts of oil into sewers., Dumping of waste crankcase oil is only one example of this type of discharge. It is generally recognized that debris and refuse polluti.on has a significant adverse effect on the quality of life en- countered in the Boston area. There are,many sources of debris and refuse in the Harbor area; however, a majority of the contribution can be blamed on human negligence and selfishness. The main sources of the pollution are: dumping material from shoreline areas; dump- ing fr'om vessels; debris being washed from dilapidated shore- front structures and wrecked vessels. With respect to the last two sources, a 1966 study done by the Corps of Engineers reported 300 wholly or partially di- lapidated structures in the Harbor which represents a poten- tial total volume of floatable debris estimated at 101,028 m3. In addition, 96 derelict wrecked vessels in the waters of the Harbor were found. Tide and wind action, coupled with natural decay breaks up these structures and vessels, adding to the problem. Massachusetts: North River Basin The North River is located just south of Boston. It is best known as a tidal stream meandering through salt marshes in Scituate, Marshfield, Norwell, Pembroke and Hanover (see Figure 17-21). The total drainage area is 318 square km. The Massachusetts Water Resources Commission (1971c) describes its pollution status: While the North River itself is one of the cleanest rivers in the state, pollution problems exist on some of its tribu- taries. The first of these is French Stream, which receives wastes in Weymouth, Abington and Rockland. The stream be-. gins in the southeastern part of Weymouth and receives the effluent from the South Weymouth Naval Air Station shortly thereafter. Flowing south, it receives industrial wastes and the effluent from old sewage treatment plant in North Abington. Crossing into Rockland, the stream enters Studley Pond.- Herethe effects of the upstream discharges are 17-19 greatly evident. On shore, a bath house f6r what was once a popular swimming area stands abandoned. T6e pond is choked with weeds and the water has a dark gray c6lor of sewage. Occasional bubbles reach the surface, indicating the decom- position of sludge on the bottom. The effects of this pond Are beneficial to the river downstream. After leaving the pond, French Stream recovers oxygen and is fairly clean as. it passes through the southern part of Rockland. Wastes from a small industry are discharged to a brook which enters the stream in Beach Hill Swamp. The effluent from the Rockland Sewage Treatment Plant is discharged to the.river shortly below this swamp. The oxygen in the stream is once again depleted as it crosses the town line.into Hanover and joins the Drinkwater Drive. .The Drinkwater River begins in the northeast section of Hanover and flows south to the confluence @ith French Stream. At this point, the latter stream is the larlger, and the dis- coloration of French Stream from the Rockland discharge con- tinues into the Drinkwater below the confl6ences. Forge Pond is,located just below the confluence,@and its appear- ance is similar to that of Studley Pond, although conditions are less severe. Once again, the pond is beneficial to downstream conditions, as the water leaving is fairly clear. The river quickly enters Factory Pond, a long, narrow im- poundment which bends east to straddle theiHanover-Hanson line. The nutrient content of the water is evidenced by scattered growths of algae and duckweed in';@this pond. The water is fairly clear, however. The local residents report excellent fishing. Below Factory Pond, the stream is known as'the Indian Head River. The water here is clear and sparkling, and the area is a small boy's paradise for fishing, swimming, and catch- ing small animals such as frogs and turtle@. Flow is measured at the dam. The Indian Head River becomes the North River at the Curtis 'Crossing dam. As the North River, it begiAs its meander- ing course through countryside which changes from woods and swamps to salt marshes. Massachusetts: New Bedford Harbor New Bedford Harbor, in southern Massachusetts, is essentially the tidal portion of the Acushnet River (see Figure 17-21@,. The Massachusetts I Water Resources Commission (1971a) describes th@ pollution loadings to the Harbor: 17-20 Beyond the barrier, the harbor broadens out into Buzzard's Bay. To the east is Sconticut Neck in Fairhaven. To the west is a peninsula which is part of New Bedford. Fort Rodman lies at the tip of this peninsula. This will be the site of the New Bedford Sewage Treatment Plant. At the present time, sewage.is pumped from here to a point half a mile off shore. On the west side of the peninsula is Clark Cove. A pumping station on shore frequently discharges sew- age into this cove. A dairy farm and several industries discharge wastes to the Acushnet River in Acushnet. Several industries in New Bedford and Fairhaven discharge wastes to the river and the harbor without treatment. These include several fish pro- cessing plants as well as textile mills. New Bedford also has the combined sewer problems which are so common in the older cities in the State. These sewers carry both wastes from homes and industries, and storm water. During storms they overflow to the river and the harbor. Fairhaven, meanwhile, has recently completed an extended aeration sewage treatment plant. The effluent from this plant is discharged inside the barrier. Massachusetts: Taunton River Basin The Taunton River, located in southeastern Massachusetts, drains 1,372 square km and empties-into Mount Hope Bay, a sub-basin on the Narragan- sett Bay watershed (see Figure 17-23). With the exception of a major dam in Bridgewater at its very beginning, the river flows freely to Mount Hope Bay. The terrain is relatively level, so the river is slow moving. The watershed is heavily populated, with an aggregate popu- lation over 230,000, and has experienced recently significant growth. The EPA 1973) describes the water quality problems in the basin: Results of water quality surveys done by the Massachusetts Division of Water Pollution Control indicate that viola- tions of the Massachusetts Water Quality Standards occur throughout the basin. Most major municipal and industrial discharges are presently inadequately treated and therefore cause significant water quality deterioration, particularly in the waters located in the area of the three major urban centers: Brockton, Taunton and Fall River. 'In addition, a number of smaller municipal and industrial sources degrade the water quality of tributary streams, which generally con- tain low flows during summer months. Organic loads deplete the stream of dissolved oxygen in several areas. Since nutrient removal has not yet been provided for any dis- charges, high levels of phosphorus- and nitrogen stimulate prolific growth of algae and rooted aquatic plants in the 17-21 river impoundments. Unchlorinated sewage from various out- falls causes bacteriological contamination,: while sand and I gravel washings and chemical cLyes discolor:portions of the 'Upper Taunton Ri'ver and the Taunton estuary. In addition, thermal pollution from several power plants elevates stream temperatures significantly. The Taunton River Basin can be divided into several hydrologic subdivisio6s, which all have their own specific water quality characteristics. A significant pollutional load from the Ha@iodite Finishing Company is discharged into the tidal portion of the Three Mile River. In addition, a number of raw sewage discharges enter the river in North Dighton. Taunton Estuary. The organic loads from the upstream discharges are assimilated by the time they reach the top of tke estuary and the dis- solved oxygen recovers to normal levels. However, large amounts of phosphorus and nitrate are present in the freshwater flow. The re- covery zone is short as the wastewaters from the Taunton primary treatment plant and from a cluster of industries in the Taunton area cause another critical water quality zone in the Taunton River. A major decline in the dissolved oxygen level odcurs in the estuary, downstream of the City of Taunton, near the confluence with the Three Mile River. The nitrogenous and carbonaceous loads from the Taunton primary plant, Geilich Tannery, Harodite Finishing, and a number of other industries are oxidized in the stream and@lower the dissolved oxygen levels to less than 1.0 mg/1. This sharp drop in oxygen is substantially increased as a result of the thermal discharges from the two Taunton Municipal Light and Power Company plants located in this area. The elevated stream temperatures increase the bio-oxidation rates and also reduce the capacity of the water,to hold dissolved oxy- gen. The discharge of toxic metals and acid and alkaline wastewaters from several metal plating industries adds to the general decline in water quality. Raw and inadequately treated do@lestic wastes dis- charged into the estuary result in coliform levels which far exceed the SB standards. Downstream of the Berkley Bridge, the estuary broadens and the tidal .waters increase the volume of the estuary. The'iheavy nutrient load from upstream has a significant impact in this.plart of the estuary. Significant algae growth occurs and the resulting photosynthesis activ- ity causes daily fluctuations in the dissolved oxygen levels@ Toxic metals and organic wastes from ICI America enter: the estuary via Muddy Cove. Chemical discharges from ICI America and'Also from Olin Thomp- son discolor the estuary water. Mount Hope Bay. Mount Hope Bay is.a relativelylenclosed body of water with major freshwater flow entering from the Taunton estuary in the 17-22 0 north and with two distinct outlets in the southern portion of the bay. The variety of water quality problems that exist emanate from the mu- nicipal and industrial discharges directly into the bay and from the pollutant load carried by the Taunton River. Heavy development in the City of Fall River is located along the east-. ern shoreline. The City's primary treatment plant discharges a signifi- cant load of organic material and suspended solids to the bay. The Fall River sewerage system alto has many combined sewers and 14 over- flows are located.along the shoreline. During periods of rain, much of the sewage overflows directly to the bay before reaching the treatment plant. Many of the industries in Fall River discharge wastewaters to the Quequechan River,which flows into the bay at Battleship Cove. Two electric generating stations, Brayton Point and Montaup, discharge large amounts of cooling water into Mount Hope Bay. The Taunton River inflow and the discharges in the Fall River area cause two major water quality problems. The large amounts of raw sew- age discharged lower the bacteriological quality of the bay. During the early morning hours before photosynthesis begins, algal respiration causes the dissolved oxygen level to be at its minimum and often vio- lates the water quality standards. In addition to the point discharges of municipal and i'ndustrial waste- waters, there are several other pollution s'ources which contribute to water quality degradation throughout the Taunton River Basin. In many cases, the effects of these sources are presently masked by the more obvious effects from the point sources. However, after advanced waste- water treatment facilities are constructed, the nonpoint sources may continue to degrade water quality. Oil. Oil pollution problems have occurred in the lower portion of the Taunton River and in Mount Hope Bay. Four oil terminals in Massachu- setts, as well as several in Tiverton, Rhode Island, are served by tankers and tug-propelled barges. Minor oil spills have occurred in the past during off-loading of the oil from the tankers to the ter- minals. Rapid response to spills has generally permitted prompt con- tainment and minimal damage from spills. @In order to restore and assure the maintenance of a high level of water quality in this area, the oil pollution problems must be controlled concurrently with the upgrading of municipal and industrial pollution sources. The Division has taken several steps toward controlling the .oil problems. All marine oil terminals in the basin, in compliance with Massachusetts law and licensing conditions, haveexpended capital funds to improve shore facilities to contain all oil spillage.. They have purchased oil containment booms, work boats, skimmers, absorbants and chemicals, all of which are immediately at hand should an oil spill occur. These measures have created a rapid and functional oil 17-23 response system. Draft limitations generally prevent,the newer, safer mid-range tankers from entering Mount Hope Bay. Portions of the 10.7 m mean low.water channel have silted in so that there is less than 9.8 m of water in places. Consequently, older foreign-flag tankers frequently call, and they are involved in many of the oil spills thai occur. Intermittent problems have occurred in various areas of the basin from spillage or seepage of oil by industries, oil truck accidents and simi- lar sources. Prompt clean-up has generally been effected either by the person responsible or by the Division of Water Pollution Control's oil spill clean-up contractor, thus minimizing overall environmental damage. Massachusetts/Rhode Island: Ten Mile River Basin The Ten Mile River Basin covers an area of 139 square km in southeast- ern Massachusetts and eastern Rhode Island (see@Figure 17-24). Much of the outer areas of the basin are swamps or lowlands, with the areas ad- jacent to the river being highly developed. The flow is restricted with various dams creating 15 impoundments. For mosi of its length, the river flows either through impoundments or man-n ade channels. The.EPA (1973) describes its condition: Water quality of the Ten Mile River is impAired by the dis- charge of inadequately treated wastewater from the munici- pal plants and the discharge of large amounts of industrial waste. Discharges from industries, such as' jewelry and plating concerns, contain heavy metals which could be toxic to fish and aquatic organisms. The major organic dis- charges come from the two municipal treatment plants. The Attleboro and North Attleboro treatment plants are having similar problems. Both plants are overloaded... (and) discharge just upstream of impoundments; t6e nutrient con- centration in the effluents contribute to ihe growth of algae and other aquatic organisms in the impoundments, caus- ing an ecological imbalance. The river experiences a sag in the dissolved oxygen level just below plant discharges which makes the river unable to sustain fish or other aquatic life. Another water quality problem in the Ten Mile River is con- cerned with flow. The two municipal wasteWater discharges account for approximately forty percent of'the Ten Mile River flow. Without the constant discharge of ihidustrial and mu- nicipal wastewaters, the river would be reduced to li,ttle less than a drainage channel. 417 -24 Urban development has caused,the Ten Mile'River to be en- closed by retaining walls and natural runoff patterns have been altered * Storm waters in North Attleboro, Attleboro and East Providence reach the river in slug loads rather than gradually,through natural runoff. Flooding is a constant problem in periods of heavy rainfall but in dry periods much of the upper sections of the river have little or no flow. The low flow above the No@th Attleboro treatment plant out- fall was.calculated to be .02 m3 per second. In additio'n to the point discharges problems., other factors have been recognized as contributing to the poor water qual- ity of the Ten Mile River. Land stripping in the form of gravel operations bring problems of siltation and deforesta- tion. Large amounts of silt are deposited on the stream beds, decreasing the depth and thereby altering the natural flow of the river. Agricultural runoff is a problem in the rural sections of the basin. In Seekonk, for example, pig farms have not been disposing of their waste properly, which in turn causes a water quality problem. The Massachusetts Board of Public Health is presently looking into this problem. Also, the upper sections of the Ten Mile River in Plainville and Seven Mile and Bungay Rivers in North Attleboro are having problems with septic tank leakage which is indicated by poor soil con- ditions for subsurface disposal treatment systems. Massachusetts/khode Island: Blackstone Basin The Blackstone River located in both Massachusetts and Rhode Island, drains 1,261 square km with 346 in Massachusetts(see Figure 17-26). Nu- merous dams have changed the river from a ra@idly flowing stream to a series of ponds. According to the EPA (1973 , the Blackstone receives large amounts of treated and untreated domestic sewage. During dry weather, over 95 percent of the flow below Worcester is effluent from the Worcester sewage treatment plant. This large initial load, along with the additional municipal and industrial waste loads downstream cause the Blackstone to be' polluted throughout its length. Rhode Island: Narragansett Bay, Coastal Streams and Block Island There are 5 drainage basins which ultimately-are drained into Narragan- sett Bay: Taunton, Ten Mile, Blackstone, Woonasquatucket-Mosfiassuck, and Pawtuxet basins (see Figures 17-27 and 17-29.). Much of the coast- line is undeveloped with long stretches of beach or tidal marsh. The upper portion of the basin is intensively developed and prone to prob- lems with oil transport. (The*EPA ('1973) describes water quality conditions in the basin: 17-25 The major water quality problems in Narraglansett Bay come as the result of a variety of municipal discharges, industrial effluents (including cooling water and sto!rmwater runoff containing oil and grease) and nonpoint pr,oblems, mainly com- bined sewers. The smaller coastal streams:i(as noted in Table 2) are often adversely affected by inefficient individ- ual subsurface systems and industrial wastes'. The Fall River area is one of the major problem areas in this basin. Water quality in Mount Hope Bay suffers from 14 combined sewer overflows, and also from the primary effluent of the hydraulically overloaded Fall River Wastewater Treat- ment*Facility. Compounding the problem is@ the fact that there is a large industrial flow to the plant which could cause problems if biological secondary treatmeni is added. The combined sewer overflows occur during dry@weather as well as wet, which indicates the severity of the problem. Oil is also a real problem in this area. Terminals in Fall River and Tiverton experience minor spills, from time to time. Another source is the combined sewer system of Fall River. Oils that leak upon streets or other open!surfaces are washed into sewers during rain storms and-discharge through the overflows. Also, those oils and grease which do not leave the system via the overflows often are discharged through the treatment plant's outfall. The affected parameters in Mount Hope Bay,as a result of these problems include coliform concentrations, dissolved ox- ygen, oil and grease concentrations, and turbidity. The aesthetics are poor as brown foam can often be seen at the mouth of the Lee River and debris and refuse is a common sight in this section of Marragansett Bay.@ Water quality surveys were conducted by the Massachusetts Division of Water Pollution Control in 1970 and 1971. The survey in August ofl970 indicates widespread bacteri.al violations of standards near the Fall River-Tiverton shore. This study also shows some rather.low dissolved oxygen concentrations which seemed to improve as indicated in the 1971 survey. There is also a recognized thermal problem in the area at New England Power's Brayton Point power pl'ant. Several fish kills have been observed and the elevateditemperatures in the Lee River-coupled with the nutrients entering the bay from the Taunton.River and Fall River facility have en couraged luxurious growths of marine algae. Another area with major and coinplex water-quality problems is in the metropolitan Providence area. While,Pawtucket, 17-26 Providence, and East Providence are not included in the plan- ning area towns for this basin, each contributes to,the water quality degradation in the Seekonk and Providence Rivers. Pawtucket and Providence have combined sewers., In 'addition, three wastewater'treatment facilities (Blackstone Valley Sewer District, East Providence, and Providence) discharge approxi- mately 25,904 kg of, BOD-per day into the two tidal,rivers. However, it is the combined sewer systems which create the major water quality problems for both tidal rivers and the bay. as a whole. In fact, when rainfall in a 24-hour period amounts to 1.3 to 2.5 cm, a portion of upper Narragansett Bay is closed to shellfishing for a period of seven days. This underscores the severity of the combined sewer overflow problem. Other areas of localized degradation occur, usually associated with a point discharge. -Newport Harbor, however, is adversely affected by.combined sewers in Newport. The Saugatucket River is affected by poor individual subsurface disposal units. A proposed regional facility should eliminate that problem. Rhode Island: Pawtuxet Basin The Pawtuxet is the second largest drainage basin in Rhode Island, with an area of 615 square km. The river flow is regulated by 19 mill dams and two reservoir dams. Existing water quality, (EPA, 1973), ranges from Class B to E (nuisance). The river is degraded by discharges from chemical manufacturing firms, textile mills, and municipal facil- ities. Twenty-four such discharges significantly affect the river. Problems include low dissolved oxygen, high coliform counts, and turbidity. Long Island Sound Thefollowing is, taken from the Water Quality Interim Report of the Long Island Sound Study (NERBC, 1974): The water quality of Long Island Sound varies considerably. The poorest quality is found at Throgs Neck at the western terminus. All parameters monitored indicated that the poor water entering Throgs Neck significantly degrades the Sound's water eastward to Hempstead Harbor. From Hempstead Harbor eastward to the area opposite the Connecticut River, the water quality is fairly uniform and of intermediate quality. From the Connecticut River eastward, the water quality is good. At certain times and places there may appear to be no water quality problems in the Sound, while at other times the quality may be disastrously poor. Ex- amples of these variable water quality conditions are manifested by the increased bacterial count in the water 17-27 after a rainstorm, an occas.iona-1 algae bloom or fish kill, an oil spill, or the temporary water quality degradation of a harbor brought about by a dredging proje@t. There are significant water quality problems in western portions of Long Island Sound and some embayments (particularly Man- hasset Bay, Hempstead Harbor, Port ChestenByram River). In addition, there are water quality problems in Port Jefferson and Little Neck Harbor and there is a growing con- cern about the contamination of Long Island's groundwater supply by the effluent from septic tanks. 'In Connecticut's portion of the region, problems of water quality exist in the Connecticut River, Housatonic River,,Siamford Harbor, Norwalk Harbor, Black Rock Harbor,.Bridge'pbrt Harbor, New Haven Harbor, Mill River, Thames River, Oxoboro River, Quinnipiac.River, Stonington Harbor and Paw@catuck River. New York: Moriches,Bay and Great South Bay, Long Island The following discussion is taken from the National Estuary Pollution Study (FWPCA, 1969): Up to 7 million ducks annually live in farms located on Moriches Bay and parts of Great South Bay. These ducks are a cource of pollution to the Bays. In one:form, they cause the closing of valuable shellfish beds due to high coliform counts. Another form of pollution they cr6,ate,is BOD and eutrophication due'to the ducks sludge whi,ch covers the bottom of the bay in somesections. Studies conducted by the Division of Laboratories and Re- search of the New York State Department of Health on ducks' wastes have shown them to be high in solids, BOD, nutrients, bacterial content, and constitute a public health hazard. It was found that the str ngth and volume of the wastes reaching the waste stream d:,pended on the number, age, activity, position of ducks iln the pens, amount of rainfall, runoff area, normal water use@ at the farms, and availability of water to.the ducks. Coliform densities were found.to vary froni a median MPN of 5.8 X 10 per 100 ml to 60 X 10 per 100 m1l. Typical water usages ranged from 0.290 mgd to 3.0 mgd per farm and from 53 1 to 454 1 per day per duck., Since 1940, there has been a decl-ine in th@e oyster and fish production of Great South Bay. These conditions have co- incided with the build-up of the duck industry in the areas surrounding Moriches. Bay ... The wastes from the duck farms effectively fertilized these wate-rs.but.wilth a low ratio .17-28, of nitrogen to phosphorus. As a result of the increased nutrients, especially phospho- rus, the Waters of Great South Bay have exhibited increased algal populations. Heavy growths of algae,developed in the early spring and persisted through summer and fall. At its peak,.the concentration of aligal cells exceeded 10 million/ml. The dominant bloom algae was a small, unicellu- lar species often termed "small form." This algae differed greatly from the flora typical of bays and estuaries in the same region, and its persistence over long periods of time ,eliminated the typical seasonal succession of forms in the bay. The decline of the.oyster industry was directly correlated with the increase in the "small form." This was due to the fact that the optimum conditions for oyster growth in- cluded a mixed algal population. Al.though.oysters do feed on the "small forms," these algae are an inadequate nutri- ent source. Serpulid worms which are capable of effectively utilizing the "small forms" for food have overrun the oyster beds periodically and thereby adversely affected oyster production by competitive exclusion. A similar discussion with a history of the area may be found in the National Estuary Study (Interior, BSF&W, 1970). New Jersey: Raritan Bay Arthur.Kill Area According to the NAR@report (U. S. Army Corps of Engineers, 1972), this area is greatly polluted by both municipal and industrial wastes. In- dustrial wastes, including phenols,, oils, trace metals and toxic chemi- cals, exert an oxygen demand in excess of the biological oxygen demand. This area may well be themost stressed area in the entire study region. New Jersey: Passaic River The following assessment is taken from Nebolsine, Toth and McPhee Assoc- iates (1973),: The quality of the water above Little Falls is affected pri- marily by the discharge of sewage treatment plants and the discharge Of industrial wastes into the river. Various re- .ports state the number of sewage treatment plants and the number varies from 123 to 160. Many are small "package" plants and as some are installed and others abandoned dur- ing any one year, it is difficult to keep track of the ex- act number at any point in time. In any event, the plants range in size from 2000 GPD to 13 MGD and have an average 17-2� BOD removal of 77 percent. About 25 percd nt are overloaded or are reaching capacity, so the State has' had to declare a buildi,ng moratorium in many areas until:seWage plant con- structi-on or enlargement catches up to the growing load. About 40 percent of the BOD in the River can be accounted for; the remainder is from surface runoff.: overflow from sewage treatment plants and natural and accidental pollu- tion. Increased urbanization,means more s Itreets and con- sequent runoff containing dog droppings, Oil leaks, dirt, etc. One other hazard is oil spills. In;,1969 there were 16 spills, of 1000 gallons or more in the@basin due to ac- cidents or broken or unattended loading lines from tanks. 17.1.4 SOURCES OF WATER POLLUTION This section presents data gathered at both state and federal levels. An attempt has been made to identify and locate documented point sources by EPA designated major basins (see Figure 17-53), and to typify the discharge by volume and constituents. In some cases, the only indica- tion of the character of the discharge will be,by inference from a gi'ven Standard Industrial Code (SIC), a Department of Commerce designa- tion which describes the type of 'industry. Information available from state agencies has been the result of a vari- ety of individual programs and studies over a wide range of time, some dating as far back as 1962, others being as recent as 1973 (see Tables 17-10 through 17-22). Consequently, data from,these tables.cannot be considered comparable; they must be taken as historic, and perhaps,only generally indicative of the present situation.' Studies focusing on a particular location would be advised to update'this information. At the federal level, information on point sources of pollution has been gathered by two agencies. The Amy CorpsO Engineers, under authority of the Refuse Acts (1898), began an extensive permitting pro- gram for all waste water discharges in the late: 1960's. With the crea- tion of the Environmental Protection Agency (E PA) in,1970, this program was taken over from the Corps. All data on poi@nt sources of pollution, gathered for permitting procedures, is now stored in a computerized system called "STORET," under the National Pollution Discharge Elimina- tion System (NPDES). In general, it is a more:recent and complete file than those held by the states, although it is not fully operational as yet. EPA Region I (Connecticut and North) can'supply computer list- ings of industrial sources only, indicating receiving waters, major basin, city or town, state, type of industry (@y Standard Industrial Codes furnished by the U. S. Department of Commerce), and flow in million gallons/day (MGD) (see Table 117-23). Data on the characteris- tics of the discharge are on file but not in computerized format to date. 17-30 Similar information is being collected for municipal sources, but as yet, this file is not operational, although the raw data may be re- trieved at the EPA Region I office in Needham Heights Massachusetts. Region II of the EPA (New York and New Jersey) also utilizes the STORET program. The file available for Printout in this case includes both industrial and municipal-sources, but only contains the name of the source, location by state and city or town, receiving waters, number of dis6arge points, and standard industrial code (see Tables 17-24 through 17-27). Magnitude of discharge and waste characteristics are not computerized, although available in raw data form at the Region II office in New York (see Figure 17-52). NON-POINT SOURCES While it is not within the scope of this report to present a full dis- cussion of non-point sources of water pollution, it is felt to be.a sig- nificant factor affecting present water quality and deserving of at least a passing treatment. There are several types of non-point sources which should be iven close attention in any local analysis: (1) airborn precipitate ?including acidic solutions from S02 and NO fair emissions, radioactive particles, and particulates), (2) storm runof (both agricultural and municipal, containing pesticides, herbicides, sediment, organic compounds from fertilizers and organic wastes, and numerous chemicals and toxic substances), and (3) ground water leachate (including nutrients (especially nitrates), metals, and a variety of other substances). To emphasize the importance of this type of pol- lution source, it has been noted that in the upstream areas of the Raritan, Passaic and Millstone Rivers, less than 40 percent -of the pollutional loadings can be attributed to known point sources of pollu- tion (Corps of Engineers, 1972). Gross estimates of sediment and animal waste loads contributed to waters within the study area have been made by the Corps of Engineers in the North Atlantic Regional Water Resources Study (1972). These are pre- sented in Tables 17-28 and 17-29. 17-31 "c T RR 4 P ---------- A, A, Ts RS FOREST 3 'ANCEBOR') - --------- L.MeEqT ------------ LAAE LIT' e KOSSLITH A, COOIWLLE 0 DYER --------- -- - - t,.EST IQMUSO ASH ------------- T, R, E w4fTE FOWLER C, ------------- LAXL@, A, N 0,@- IT, 3: ILO.- IT.; A SIREA. SlsLAD,,,aS T6 N.D I A, A.E PRINCETON -- ------------- ABAS A "E T42 M@D, CALAIS Cl" 4(VT43 M D T27 E, D. -1E Moo NO 21 & A A ALEXANDER 'T, ------------- ZZ; -'ECOHo j T-6 KID, -I" TI, ..,T T26 E.D, RDIBBIN@TON -QUoDD, DDY 1.H It. ... - I , - 1. 1 - I LlI<1 11 -.@ LEN ----- ------ E A AAE coopE4 .-LOTTE E:Ry. 14 IXVCREAUXAI@ 3o No D T3i 'AD, WESLEY 71s, ED. 0 PEMEIRooK E AL?;3 LASTPDR7 PLEEIS@NT A LJIEI 77- ---- - ----- Ec 124 ..DL E-ol T25 M 1) BZDDINGTON ,L W'RTHFIELD MARION % AiIE @TB ED EDMU' ------------- A. LUBEC -E -ESLOIS T18 M D, T* WD, CENTERVILLE NFR 0 WHITING II ,-' , %< 'k , 11 TFE-COTT A ---- ------ CUTLER MACIAS,- CHERRI@ELII", COLUMBIA Q3L IA joIrsecL) A LL I---- ------ ',II.RRING 2 X)NE5P@T C A D IBSFLAND AL A SOCK) - NOMIC AND ENVIRONMt. NTAL INVENTORY OF THE NORTH ATLANTIC REGIOW .1 -17-32 FIGURE I Surface Water Cla sification-Maine-Washington T19m Region (E.C. Jords2, 1969) ........ ........7 ---------- is.. Al- A ------- ---- - Tz Is ----- ----- - ------- ----------- ....... ... e T 3 4-@ VEAT VI, SURFACE WATER CLASSIFICATION A B., 1 ------------- -2 B ... ...... C is .1 IsI D 044* 11 -ILL A --G -10115 E-El VZ" PENOBSCOT REGION E- [A SOCIO-ECONOMIC AND ENVIRONMENTAL INVENTORY OF THE NORTH ATLANTIC REGION TRjjW FIGURE Surface Water Classification - Penobscot Region 17-2 (E.C. Jordan, 1969) 139. c 740 M D Vol - --------- ---------- L @E '33 T32 M D %No 53 W rRi. AM@UERST AURCRA 728 @i-R-LLE@, MORN TI 11*!11@11 _T- 14 1@ PEN E1101T 01 -1c I U.R Ac@soN ELLS 0 i s D R1 T Tw f@j A. 1.R jfREED@ STOC@TO@ *ALDO @E-5K- N 'vb I's -LIAST @E-O E4R5MDNT 7 *, @4, -" @: -1 .- AR... D, ,lox, z y LIBEA 4.19 _IV /I TO D" MOUNT -1-T S@j LINCOLNVILLE -T A DEER CAA ILE @ES SURFACE WATER CLASSIFICATION 'T@ A B - 1 A B - 2 C D A SOCIO-ECONOMIC AND ENVIRONMENTAL INVENTORY OF THE NORTH ATLANTIC REGION@ FIGURE Coastal Region TR 3FSurface Water Classification 17- (E.C. Jordan, 19691) 17-34 H 18 8 ERT51- ,DRE I 0. LLE WASHINGTONJ PPLETON PONY 6111TEIFIELD WASHINGT ON HOPE POND po@v @@7 -Cog. L KE AL PRO L AKE AMDFN 'CLARY DAMARIS LAKE 0. OYSTER C R ,& - I JEFFERSON @,'UNION R AWFOA. OND OT.EA 10.41 "0. POND -,@f:@6)CKP.O T i..""CHICFAW/UfKIE v'@@LOOBORO J'V7'1 ARld-i41 "10-KLAND N( Ri E;io t" Oul @rfiOh!@@TON k" r, BOWDOIN ALNA P. H @HES, EN A 0 f)WL.' I\ . 1EAD H OINH AM !'K I '1@ y ASTLE :twP 'MEWC CUSHING T ".-q, "BOWD NIS -sJ Z Y JBRIMIN r Y J WOOLWICH I OUASIET ED' ECOM8 BRISTOL @,MVSCONGA LAKE TOPSHAM C, BAY ST GEORGE BATH 13ATH WEST 00TH8 R 1N W, I G' THBAY' H :B J: 1, 0 0 VINA L AVEN A B - B 2 C D L IA. N E EIRIST __Sv A SOCIO-ECONOMIC AND ENVIRONMENTAL INVENTORY OF THE NORTH ATLANTIC REGION FIGURE Surface Water Classification-Coastal Region I Tl@wi 17-4 E.C. Jordan, 1969) 17-35 A B M3 B - 2 M3 C D: 0 14'T 0 Ft S!ET S 0 CLINTON ? f ROME OAKLAND A- BENTON VIENNA REAT POND ELLIS PON 4@4 ATTEE POND MINNEHONK LOVEjOy LONG POND A: POND POND I/ WINSLOW */MESSALONSKEE 4@! 'ALBION LAKE FAYETTE NT M 0@ BELGRADE SIDNEY V E:9-'@UN CROTCHED ASSALBO, 0 POND CHINA LAKE 'LOVE Joy w 88 R POND NO J READFIELD CHINA %','AYNE P CASSEr, CARLTON LAKE 134-ea ,-@Pa THR EE E E ,IFD;Y I'LN PO TOGUS POND "P A?IN'TI-TI 1'@^ AUGUS' RC, '@4 rA I WINDSOR I@SON PD. /@@PO"Nl DA@@v LO V/ ER Ci I --k- e4&1@ALLOWEL TOGUS PD 0 4- 0 FARMINGDALE JCOCHn;'I@t CHELSEA 4 v CO NMOuTH A OLPH EST GARDINER -@XARDINERI , PI TTS TON LITCHFIELD 2e /"lZF V L Ej @-, @LC A SOCIO-ECONOMIC AND ENVIRONMENTAL INVENTORY OF THE NORTH ATLANTIC REGION TRIM I FIGU E Surface Water Clasls'ification - Kennebec Region 17-36 17T-5 (E.C.Jordan, 1969) 4@ 4 4 Or - 41@ 4 10 01 10 ip I-, hk CUMBERLAND REGION Tt' A "-@vo SURFACE WATER CLASSIFI CATION A B B 2 C D -A ;;o 4 A SOCIO-ECONOMIC AND ENVIRONMENTAL INVENTORY OF THE NORTH ATLANTIC REGION TR FIGURE Surface Water Classification Cumberland Region 1776 (E.C. Jordan, 1969) 17-37 A. A, A '61ROR cr1c A c - - - - - - - - - - A A A , 1 -, . lo*m- c f - _;f I ; cmww ON v'TO' suo-Lus @iA oo ID-Ta" Roxaufty -L - G*AF?ok =R ANDOVER A, .'co 6 IAT RE.Ry Od A -T. T.EL PERU ILTO -@U A 1ARTFORD WvERm*pE A NJ ALBANY MASON ,11 QREENW ST PARtS ... P@E ooo "r ......... @--- Tu@Eft c A 4413 'SEE. SUCKFIEL A Ile. @)LO@ELL *A E110 "j @EnRON //. G REENE OXFORO M NOT S.EDE. A , \*'IT wEaSTEr. I A r 0W... AUBURN SOON Rl c r ----------- D AA -01 *1 E )-d RAN AA A A SOCIO-ECONOMic AND ENVIRONMENTAL INVENTORY OF THE NORTH ATLANTIC REGION FIGURE Surface Water Cla@sification - Androscoggin Region 17-7 (E.C. Jordan, 196�) 17-38 10.11ICID .1 CORI's t I MINGION, A, IN L.INERICIc . ........... ............ .t-II F-AG IN A ------------- A, OLL'S auxTow A, IN It tot. It A, 0N. IN, 'IN 0It DAYTON NOM f"-,.NVACL- SACO C ITY 0 LO ACTON L... lk... AII IN AL1.90 LYMAN 610DEFOINO CITI SINIOn A*.NOEL IN If IN A EBI.INI, KgNNEPUNKPORT IN I,C D % Z-1 1FIELLI 40 A @Ou_ YO A K A BE.*lCK B-1 _-@4_ 0' . ........... B 2 U., 71M c IN TICAl -A. SOCIO- ECONOMIC AND. ENVIRONMENTAL INVENTORY OF THE NORTH ATLANTIC REGION FIGURE 8urface Water C 1 ass i f i cat i on -York Region 17-39 17-8 (E.C. Jordan,'1969) 0 1 2 3 4 5 ROCH S C6 STRAFFORD kTER /,,@OMERSWON MILES N@ D - WATER QUALITY STANDARDS A B C CLASSIFICATION CHANGE 4ZOLLINSFO b NORTHWOOD BARRINIGT ON 0 LIMIT OF TIDAL WATERS BASIN BOUNDARY J. NOTE- t DOVER The Basin Has Been Prepared MADBURY 0 In Two Sections, the Northern ..And Southern Sections DEERFIE NOTTINGHAM LEE INTERSTATE STREAMS RAWTUCKAWAY DURH M WITH FEDERALLY LAKE NEWING-' APPROVED WATER TON QUALITY STANDARDS r - - - - - - NEWMAR.ET CANDIA EPPING ORTSMOU Piscataqua River Great East Lake Horn Pond S' I I LD Millon Pond 9 @RE NLAN@ Northeast Pond RAYMOND RYE Salmon Falls River TTRATHAM REMONT BRENTWOOD EXETE All Tidal Waters N. HAMPTON OB Figure'17.1-9 CH TER --- I I- I . .I WATER QUALITY STANDARDS IKINGSTON ;7 KENS- ADOPTED BY is NDO ,EAST iINGTON HAMPTON. NEW HAMPSHIRE WATER SUPPLY AND KINGSTON POLLUTION CONTROL COMMISSION tDANVILL SOUTHERN SECTION DERRY PISCATAQUA RIVER BASIN CLASSIFICATION ST A SOCIO-ECONOMIC AND ENVIRONMENTAL INVENTORY OF THE NORTH ATLANTIC REGION] FIG RET PisCata.ql a'Riverl. Basin Classification N.H. U (New H_Mp Ishire Wate r Supply & Pollution 17-40 L WO 1 7_9 Contro C"-ommis�i1on'. 1973) 0 .1 2 3 MILES A B C D WATER QUALITY STANDARDS CLASSIFICATION CHANGE LIMIT OF TIDAL WATERS N BASIN BOUNDARY RYIE HARBOR RYE EXETE NORTH. MPTON LITTLE BOARS HEAD HILUS HA TON MEADOW -PD. ,'B KEN INGTON !L HAMPTON FALLS (D - GREAT BOARD HEAD B K y ALL. AACP SEABROOK CAINS a (B) . . . . ..... BLACKWA .... . . . .. RIV R, INTERSTATE WATERS WITH @Wls@+, FEDERALLY APPROVED WATER QUALITY STANDARDS All Tidal Waters WATER QUALITY STANDARDS ADOPTED BY NEW HAMPSHIRE WATER SUPPLY AND POLLUTION CONTROL COMMISSION COASTAL WATERS BASINS CLASSIFICATION .[A SOCIO-ECONOMIC AND ENVIRONMENTAL'INVENTORY.OF THE NORTH ATLANTIC REGION FIGURE Coastal Waters Basins Classification N.H. 17-10 (New Hampshire Water Supply &..Polluti6n Control Commission, 1973) 17-41 HOOSIC RIVER BASIN I C M E RIMACK H -9 CONNECTI T 4 RIVER BASIN COASTAL m z RIVER 805MN HARBOR WATERS L.J. 0 0 BASIN z 5 (D z 0 r- SCANTIC TAUNTON RIVER En RIVER kft 4 ft ft _z IL BASIN .",:AUO rt m R BLACKSTONE < -Z- HOUSATONIC -RIVER--BASIN CAP4' COD BAY ---I RIVER BASIN THAMES RIV@ER) 0 BASIN rt (D z 0 COMMONWEALTH OF MASSACHUSETTS En as NANrucKEr souND MAJOR INTERSTATE WATERS -!i 0 1 2 3 4 MILES rumwfir so %%000, S S 8 Arc. "n Sa SA % 1, %of Sc SA NEWBURY A ANDOVER I C 8 DRACUT % 0 pol INTERSTATE STREAMS 3 ANDOVER % C WITH FEDERALLY APPROVED WATER GUALITY STANDARDS WKSOURY Merrimack River ELMSFORD/ Spickel River Little River WE 01 BILLERICA' Powwow Itiver Deaver Brook $oloon Brook Plum blood RIw Block Rock Crook Harris Brook Snows Brook Back River (Me P) WATER QUALITY STANDARDS Back River (Amodwy) ADOPTED NY Tvxbwy Pawl COMMONWEALTH OF MASSACHUSETTS WATER RESOURCES COMMISSION MERRIMACK RIVER BASIN CLASSIFICATION WATER QUALITY STANIDARDS - (a) QD (9) (0) (B -CHANGE Of CLASSIFICATHM FA SEX =-ECONOMIC AND ENVIRONMENTAL INVENTORY OF THE NORTH ATLANTIC REGION FIGURE 17-121 Merrimack River Basin Classification Mass. 17-43 0 2 3 4 5 41 SbukSlew River, Sbut's MILES NEW HAM P�IHIRE C I@ TOWNSEND I 10EPPERELL OUNSTABLE ASHBY 1 B GROTON ASHBURHAM LUNENBURG FITCHBURG I C GARDNER/ I ISHIOLEY AYER WESTMINSTER e B LITTLETON LEOMINSTER HARVARD LANCASTER C A BOLTON PRINCETON I . @A TERLING C UrH ORANCH AWSHUA R. INTERSTATE STREAMS 7' ITH FEDERALLY APPROVED BORLI N WATER QUALITY STANDARDS RUTLAND r I xo* A I \,-- Vp Nashua River HOLDEN A C@ Nissitissit River Souhegan River, South Sr. PAiTON Mason Brook Beover Brook Mine Brook WATER QUALITY STANDARDS Walker Brook ADOPTED BY COMMONiWEALTH OF MASSACHUSETTS WATER RESOURCES COMMISJION NASHUA -RIVER BASI N CLASSIFICATION WATER QUALITY STANDARDS @ @ -CHANGE OF CLASSIFICATION !SEE TABLE I A SOCIO-ECONOMIC AND, ENVIRONMENTAL INVENT ORY OF THE NORTH ATLANTIC REGION FIGURE TR@W Nashua River Basin Classification 17-44 17-13 INTERSTATE STREAMS WITN FEDERALLY APPROVED INATER QUALITY STANDA40S Tidal Portion of Parker Riv*r Basin Plum Island River(Tidol) 0 1 t 3 4 5@ %% SA WEST -NEWBURY NEWBURY SA lot GEORGETOWN ROWLEY IPSWICH, DOXFORD WATER QUALITY STANDARDS ADOPTE D BY COMMONWEALTH OF MASSACHUSETTS WATER RESOURCES COMMISSION PARKER RIVER BASIN CLASSIFICATION WATER QUALITY STANDARDS CHANGE OF CLASSIFICATION A SOCIO-ECONOMIC AND ENVIRONMENTAL INVENTORY OF- THE NORTH ATLANTIC REGION rIG R JE U 1 7_14 Parker River Basin Classification 17-45 0 1 2 5 4 5 MILES SA ROWLEY ArLA#rlc IGEORGETOWN SA SA OCEAN IPSWICH SA BOXFO D SA NORTH .1 W CH ANDOVER IP, ESSEX io 8 HAMILTON */Do, 0* W,,ENHAM I NOR TH READING @ DANVERS BEVERLY WILMINGTON %READING PEABODY 0 INTERSTATE WATERS 5P 0 ir, WITH FEDERALLY APPROVED WATER QUALITY STANDARDS Tidal Portion of Ipswich River Basin WATER QUALITY STANDARDS ADOPTED BY COMMONWEALTH OF MASSACHUSETTS WATER RESOURCES COMMISS11ON IPSWICH RIVER BASIN CLASSIFICATION WATER QUALITY STANDARDS - @ @ @ CHANGE OF CLASSIFICATION A SOCIO-ECONOMIC AND ENVIRONMENTAL INVENTORY OF THE NORTH ATLANTIC REGION FIGURE 17-15 Ipswich River BA,sin Classification 17-46 0 1 2 3 4 5 N V'@@"' @g MILES r @V'21 I I i Se, S HAMILTON ESSEX Se SA WENHAM Sa so DANVERS BEVERLY n" 716@n qA t . .. ..... x R@ PEAB Y M < 10 L J"' Ir % 5u SB rLA#rlC OCEAN < SAUGUS LYNN SA 1"'J5 MTERSTATR WATKNS WITH IFEDINALLY APPROVED WATER QUALITY STANDAIII109 I@10 EVERET Tidal Watws WATER QUALITY STANDARDS ADOPTED BY COMMONWEALTH OF MASSACHUSETTS WATER RESOURCES COMMISSION NORTH COASTAL CLASSIFICATION WATER QUALITY STANDARIDS (3) @ Q @) (9 (S CHANGE OF CLASSIFICATION A SOCIO- ECONOMIC ANb ENVIRONMENTAL INVENTORY OF, THE NORTH ATLANTIC REGION] FIGURE 17- 16 North@Coastal Classification - Mass. 17-47 MEDFORD T g 0 1 MAE- % REVERE EVERETT MILES "2' % CHELSE vm@ 44! --"Z@ sc n Sc % SOMERVILLE I, so % KIT, M OUQ CAMBRIDGE SB a 20 121" Sc S Zt --Xj 'Ji ""g" 'F!tt 5"" SB K21 WOOI(LINE 'We 8 z &S' MZ' S Sl 3 BOSTON "A SB; S Sa so SB '@@77 SA MILTON QUINCY 0. Se INTERSTATE WAT9*9 f Sa WITIO FEDERALLY APPft0Vt0 t- HING"AM WATER OUALITY STARDANDS BRAINTREE I @WEYMOUTH I tidal POrtione of WATER QUALITY STAN"RDS Bouton Harbor ADOPTED BY COMMONWEALTH OF MASSACHUSETTS WATER RESOURCES COMMISSION BQSTQN-bA8= CLASSIFICATION WATER QUALITY STANDARDS @ CHANGE OF CLASSIFICATION FA SOCIO-ECONOMIC AND ENVIRONMENTAL INVENTORY OF THE NORTH ATLANTIC REGION] FIGURE 17-17 Boston Harbor Classification 17-48 LINCOLN LEXINGTON N 7 WALTHAM 46 0 1 2 3 4 5 B ro .E==fimmw C MILES WESTON WAYLANDI NEWTON < ;ELLESLEY, \ / // BOSTON NATICK NEEDHAM it 65 R. DEDHAM IASHLAND SHERBORN DOVER II WESTWOOD HOPKINTON IHOLLISTON C B A" II /_ k* uj I _0 L MILLIS x B MEDWA WALPOLE C NORFOLK % ELLING FRANKLIN B ALL WATER$ WITHIN' THIS RIVER GASIN ARE INTRASTATE WATER$ Ct WATE R QUALITY STANDARDS ADOPTED BY COMMONWEALTH OF, MASSACHUSETTS WATER RESOURCES COMMISSION CHARLES RIVER BASIN CLASSIFICATION WATER QUALITY STANDARDS - @ @ Q @ CHANGE OF CLASSIFICATION A SOC110-ECONOMIC AND ENVIRONMENTAL INVENTORY OF-THE NORTH ATLANTIC REGION 1 FIGURE 17-181 Charle-,s--River Basin Classification 17-49? 0 1 2 3 MILES WILMINGTON REA DING B :WAKEFIELD BURLING TOI WOBURN B '7 STONEHAM N N < ON A, A WINCHESTER ELROS LEXINGTON MEDFORD I. I k MALDEN % X C A& ARLINGIO B 41, 4@1 @ EVERETT I L BELMONT \ -/ % INTERSTATE STREAMS CAMBRIDGE\.,\ SOMERVILLE WITH FEDERALLY APPROVED Sc WATER QUALITY STANDARDS Tidal Portion of Mystic River WATER QUALITY STANDARDS ADOPTED BY COMMONWEALTH OF MASSACHUSETTS WATER RESOURCES COMMISS@ION MYSTIC RIVER BASIN CLASSIFICATION WATER QUALITY STANDARDS @ @ CHANGE OF CLASSIFI, CATION A SOC110-ECONOMIC AND ENVIRONMENTALINVE@TORY OF THE NORTH ATLANTC___7RE7G107Nj FIGURE 17-19 Mystic River Basin Classification 17-50 2 3 4 5 MILES BOSTON HARBOR BOSTON@ seposse DEDHA MILTON..- OUINCY DOVER/1 -1 C NORWOOD LL I CANTON 0 WALPOLE C -,T SHARON --k INTERSTATE WATER$ WITH FEDERALLY APPROVED WATER QUALITY STANDARDS FOXBOROUGH Tidol Portions of Neponset River Bosin WATER QUALITY STANDARDS ADOPTED BY COMMONWEALTH OF MASSACHUSETTS WATER RESOURCES COMMISSION NEPONSET RIVER BASIN CLASS IF ICATION. WATER QUALITY STANDARDS @ CHANGE OF CLASSIFICATION A SOCIO-ECONOMIC. AND EMARONMENTAL INVENTORY OF THE NORTH ATLANTIC REGION ZI-- FIGURE 1 .17-201 Neponset River Basin Classification 17-5 SA /J* V' SCITUATE HINGHAM' NORWELL 13S %HANOVERI 0 1 2 3 4 5 MARSHFIELD Iww=bmk=Imw Se MILES % t, %PEMBROKE, 1, DUXBURY -J- -.SA SA 'KALIFAX@ ING.S SA ArLANrIC %..^PLYMPTON v SA O"AN MIDDLEBOROUGH CARVER PLYMOUTH CI B b B CANAL FREETOWN SA 6ROCHESTER! Im WAREHAM SB I FALL VICH RIVER SANDV SA S BOURNE u. B BARNSTABLE B j Cr SA B fAL\ ia Sa /WESTPORT FALMOUTH 20@ I SA SA SO SA % WATER QUAL, ITY STANDARDS ADOPTED BY COMMONWEALTH :OF MASSACHUSETTS WATER RESOURCES COMMISSION INTERSTATE WATER$ WITH FEDERALLY APPROVED SOUTH ;COASTAL WATER QUALITY STANDARDS CLASSWICATION Tidol Woters WATER QUALITY STANDARDS @ CHANGE, OF CLASSIFICATION A'SOCIO-F-rX)NOMIC AND ENVIRONMENTAL INVENTORY OF THE NORTH ATLANTIC REGION FIGURE IR 'k YA& 1 17-21 uth Coastal Classification 17-52 SA 'R`,^" Ji V MR S, X". '?y Im kf@ @q Z, "TO 0 1 2 3 4 5 gi, NI-", MILES S ANS S INTERSTATE WA ENS T WITM FEDERALLY APPROVED WATER QUALITY STANDARDS BREWSTER I Tidal Wat*rs MARWICK 11 CHAT YARMOUTH -sr, @q g", R-Sl qA IN ST4 Tow,, is URY E CHILMARK NANTUCKET 1w S WATER QUALITY STANDAR ADOPTED BY COMMONWEALTH OF MASSACHUSETTS WATER RESOURCES COMMISSION SOUTH COASTAL (CAPE.AREA) CLASSIFICATION WATER QUALITY STANDARDS 7 CHANGE OF CLASSIFICATION A S010104CONOMIC AND ENVIRONMENTAL' INVENTORY OF THE-NORTH ATLANTIC REGION m FIGURE 17-22 South Coastal (Cape Area) Classification 17-53 AVON 4 0 1 2 3 4 5 PO* bmmk=Aww&=:hmw SHARON MILES z BROCKTON !L )WHITMAN @FOXBOROUGH EAST EASTON BRIDGEWATEA -FrLA -,"MANSFIELD I WEST MArmo R. HANS0,V VILLE BRIDGEWATER I C HALIFAX BRIDGEWATER 'PLYMPTON '00- NORTON RAYNHAM TAUNTON N, MIDDLEBOROUGH`% (9) % 4i so CARVER C Se 0 BERKLEY XAKEVILLE I REHOBOTH 0 SA ROCHESTER S ANSEZ 11 Q11 FREETOWN -j INTERSTATE STREAMS WITH FEDERALLY APPROVED WATER QUALITY sTAmDARDS FALL RIVER Taunton River and Tidal Tribs Se Assontt River (tidal) Cole River (tidal) WATER QUALITY STANDARDS Lee River (tidal) ADOPTED BY Three Mile River(tidal) COMMONWEALTH OF MASSACHUSETTS Kickornuit River (tidal) WATER 'RESOURCES COMMISSION Matfield River TAU-NTON RIVER BASIN Salisbury Main River CLASSIFItATION! WATER QUALITY STANDARDS - (3) (1)! 0 0 CHANGE OF CLASSIFICATION A SOCIO.-ECONOMIC AND ENVIRONMENTAL INVE NTORY OF THE NORTH ATLANTIC REGION FIGURE 17-23 Taunton River Basin Classification 17-54 0 1 2 3 MILES PLAINVILLE WH/ I,,#,$ PC,, 0"0 NORTH ATTLEBORO ca L B -j LA f LLJ It le FARMERS @z PO C Z y CC) B ATTLEGOR S D0DrFV11.1..- 10, POND POND B C SEEKONK C x INTER37ATE STREAMS WITH FEDERALLY APPROVED WATER QUALITY STANDARDS Ten Mile River Seven Mile River WATER QUALITY STANDARDS ADOPTED BY COMMONWEALTH OF MASSACHUSETTS WATER RESOURCES COMMISSION TEN MILE RIVER BASIN CLASSIFICATION WATER QUALITY STANDARDS Q (p) CHANGE OF CLASSIFICATION A SOCIO-ECONOMIC AND ENVIRONMENTAL INVENTORY OF THE, NORTH ATLANTIC TRIM FIGURE 17-24 Ten Mile River Basin Classification 17-55 MILES B REHOBOTH -'SEEKONK B SA IB " NY BARRINS)'04Y R. SA wARR.-ov R&TR INTERSTATE STREAMS WITH FEDERALLY APPROVED WATER QUALITY STANDARDS Barrington River Kickornuit River Palmer River Runnins River Warren River WATER QUALITY STANDARDS ADOPTED 'BY COMMONWEALTH OF MASSACHUSETTS WATER RESOURCES COMMISSION KICKAMUIT, WARREN a BARRINGTON RIVER BASINS CLASSIFICAtION WATER QUALITY STANDARDS @ CHANGE OF CLASSIFICATION A. SOCIO-ECONOMIC AND ENVIRONMENTAL; INVENTORY OF THE NORTH ATLANTIC REGION @Basin Classlification, TR FIGURE ickamutt,, Warren and Barrington River 17-25 17-56 WEST %BOYLSTONI HOLDEN II BOYLSTON I 0 i 3 4 "04@ j N@@ IP WORCESTER ip, MILES LAX& OUINSIGAMOND WESTBOROUGH C B I\- 7- 4HOPKINTON cl$ GRAFTON AUBURN /MILLBUR POND V C: UPTOfy MILFORD LU 1h SUTTON N RT OXFORD B IDGE B B R 0 C MENOON I DOUGLAS FRA L Uj WEBSTER I UXBRIDGE Z "I ROUND 'k _j , rop o_ 0 IAj C B LWRENTHAM MISC7,11 LAKE INTERSTATE STRE Ms WALLUM WITH FEDERALLY APPROVED LAKE RHODE ISLAND DURNr SWAMP 8K. WATER QUALITY STANDARDS @ Assorr ax. Blackstone River RUN Mill River Peters River Mi3coe Lake WATER QUALITY STANDARDS Bumt Swamp Brook ADOPTED BY Abbott Run Brook COMMONWEALTH OF MASSACHUSETTS Round Top Brook WATER RESOURCES COMMISSION Wallum Lake BLACKSTONE RIVER BASIN CLASSIF11CATION WATER QUAILITY STANDARDS - (9) @ (E) @ -CHANGE OF CLASSIFICATION I A SOCIO-ECONOMIC AND ENVIRONMENTAL INVENTORY OF THE NORTH ATLANTIC REGION FIGURE F@Rt 17-26 1 Blackstone River Basin Classification 17-57 BLACKSTONE RIVER BASIN mASS. R.I. I;n THAMES RIVER BASIN --,, f Pawtuxet Ri ver Basi n C3 lp 2@ Z Ix PAWCATUCK RIVER BASIN NARRAGANSETT BAY AND COASTAL BASIN STATE OF RHODE ISLAND MAJOR@ INTERSTATE WATERS A SOCIO-ECONOMIC AND, ENVIRONMENTAL INVENTORY OF THE. NORTH ATLANTIC REGION Tw FIGURE 17-27 Major Interstate Waters-Rhode Island 17-58 _@!A SSAC HUSE TTS MILL R. ArrERS R. RHoi)iE 7s-LAND- Wall_ OC C Foresidole A 0 U R R I L L VI L L E A-ERVIORs WOONSOC K E T (D I IA- C i'llso, 6 Glend.le C .,G Horr sville Monvilie to S 1, 00 M @ ki-d ft.-o' C U M 8 E R L A N D g I.Slo., 4 -,socIrr Albion to M Fj z "CIE* k C - - - - - - - - - - Ashton 0 z flarke y ft K - S M I T H F I E L D 0 M, BASIN Chitp-h.1 z BOUNDARY .r. A- V. I !, Fas G L 0 C E S T E R SAYLts RES. 0 1 2 3 4 MILES C ENTRAL (D FALLS WATER QUALITY STANDARDS UCKET PA W CLASSIFICATION CHANGE P) INTERSTATE STREAMS WITH FEDERALLY APPROVED WATER QUALITY STANDARDS Blackstone River Abbott Run Brook WATER QUALITY STANDARDS Branch River Burnt Swamp Brook ADOPTED BY Clear River STATE OF RHODE ISLAND Mill River DIVISION OF WATER SUPPLY AND POLLUTION CONTROL Miscoe Lake BLACKSTONE RIVER BASIN CLASSIFICATION Nipmuc River En Peters River En Round Top Brook Wallum Lake Ln rt 0 0 -z INTERSTATE WATER$ WITH FEDERALLY APPROVED WATER 0 1 2 5 4 5 GUALITY STANDARDS MILES Barrington River Kickomuit River I (5SA (S!8@ @SC (@)@OG_WATER OUA.iry STANDARDS Pettaquom.scutt River(tidol PAWTUCKEA CLASSIFICATION CHANGE portion) LINCOLN I N Warren River 411 Tiddl Waters PROVIDENCE EAST NCE B Z CRANSTON S BASIN BOUNDAkY BARRINGTON -------- SOB S WEST WARWICK__( WA N WARWICK S, OSA SB BRISTOL OSC , _tll Sc Se 01 EAST WEST GREENWICH GREENWICH 9 11 A Sc 5C NORTH AUDEWE ISLAND KINGSTOWN TI V E R TON so SC so SC I PORTSMOUTH I a 9, EXETER SC c 0 0@ SC MIDDLE eO'l N', LITTLE COMPTON - - - - - - - S8 Sc S SOUTH KINGSTOWN NEWPORT SAI 5 O:u N 0 Sc 0 -ilk WATER QUALITY STANDARDS ft.d ADOPTED BY STATE OF RHODE ISLAND B DIVISION OF WATER SUPPLY AND POLLUTION CONTROL NARRAUAN5ETT SAY -DRAINAGE BASIN CLASSIFICATION A SOCIO-ECONOMIC AND EMARONMENTAL INVENTO RjY OF THE NORTH ATLANTIC REGION FIGURE TNW 17-29 Narraganset .t Bay D,rainage .Basin Classificatio 17-60 L 0 1 -2 3 4 5 MILES WATER QUALITY STANDARDS CLASSIFICATION CHANGE BASIN BOUNDARY N so C.? ... . . . . . . -n 0 KJNGSTOWN C:) m CHAR ESTOWN I /G... H,11 Pd m .. ......... A .......... ... .. .. 0 . . ... ..... WESTERLY M WITH FEDERA INTERSTATE WATERS m APPROVED WATER QUALITY STANDARDS 0 U) z Wi-pqp Pd@ SA P) (D se (t rt SA Block Island Sound and Coastal Waters p- Block Island Tidal Waters S 0 Tidal Ponds N P) m L 0 0 -n PmovloEkE WATER QUALITY STANDARDS -4, rt M ADOPTED BY STATE OF RHODE ISLAND S. DIVISION OF WATER SUPPLY AND POLLUTION CONTROL NARRAGANSETT BAY BLOCK ISLAN WESTERLY RNo -T AND SO ..... ..... . COASTAL DRAINAGE BASINS CLASSIFICATION (D F .1 @jy S -J w I P) 01 En 0 1 2 3 4 5 MILES WATER QUAUTY STANDARDS K E N T CLASSIFiCATION CHANGE N - - - - - - - - - - - - PA&Er P.2. I BASIN 1141AI0 M W E S T G R E E N W.I C'H BOUNDARY A --- --- -- ----- -------- - ---- --- ----- Enter 'A E X E' T E R 0 A NORTH C KINGSTOWN @ A I-- A A Blue R I C H M 0 N 0 Hops Wiley A41f PO TH 0 P K I N -T 0 N A @ SO U T H KI N G S T 0 W N C mlim A C D Y. Alf. ,CI a C H A R L E S 0 W N whill. Bradftrd Rock 0 iNTERSTATE STREAMS WITH FEDERALLY A@PROVEO WATER OUALiTY STANDARDS W E S T E R L Y Powcotuck River Ashoway River Bailey Pond se Hazard Pond WATER QUALITY STANDARDS 'ADOPTED BY STATE OF RHODE ISLAND DIVISION OF WATER SUPPLY AND POLLUTION CONTROL PAWCATUCK RIVER BASIN CLASSIFICATION F A SOCIO-ECONOMIC AND ENVIRONMENTAL INVENTORY OF THE NORTH ATLANTIC R FIGURE 17-31 Pawtucket River Basin-R.I. Classification 17-;62 MASS. 0 1 2 3 4 5 MILES W(D@ - WATER QUALITY STANDARDS CLASSIFICATION CMANGE N @ B UR R I L LV I L LE ------- --- BASIN BOUNDARY G.L 0 CESTER I@ WATER QUALITY STANDARDS ADOPTED BY STATE, OF RHODE ISLAND DIVISION OF WATER SUPPLY AND POLLUTION CONTROL _2, THAMES RIVER BASIN zo 0 CLASSIFICATION F 0 S T E R INTERSTATE STREAMS WITH FEDERALLY APPROVED WATER QUALITY STANDARDS Blockmore Brook Brown Brook Cody Brook Keech Brook Killingly Pond Moosup River C 0 E N T R Y Quaduck Brook Robbins Brook A A SOCIO-ECONOMIC AND ENVIRONMENTAL INVENTORY OF THE NORTH ATLANTIC REGION FIGURE ames River Basin-R.I. Classification 17-32 17-63 4::- %SPRAGUE IIFRANKLIN '0SBON" _n \1 R I S W 0 0 'VOLUAITOWN: L C 0 "EAST HAMPTO C 0 L C H E 5 TE R :1) A il@ 0 R Q M /a OZ. R. LJ P R E S T 0 N Q) M 00 z "IN G ro, 0) ::r rt :A 0 M EAST HA DVAIJ 4'04, 0 U R A rtM0 ,4 P- z L E D Y A R 0 (D "0 K - @1 0) M -_ - 1 LLJ r@ z TE A __j Q (D rt tr 0 AA 4L "I 1 3 ! @ g r (D A) q 0)Z:4 z :5 Q@5 FfP A Y 0Pi < A rt M z (D Polo --F A BRANFORD 0 -n _j H_ (3N rt IL,4 M Z 0 0)0 @s r@ ::1 5,,jnd Anticipated Water Quality (D @1 ti Fl- ISIO.nd Condition to be achieved 0& L009 by 11/30/76 H' > DEPT. OF ENVIRONMENTAL PROT- FJ 00 sTATE oF coNNECTICUT 0:J LEGEND Water Quality Use Class ft EASTERN COASTAL STREAMS (D0 Ljmtt,o@ gjk:pface '@ater segment 0 rtV ft Nz > \pR oSPECT," M ,NAUGATUCK 1, 11 A. WALLINGFORD 0 'OX F OR H A M DE", C D A N BU RY N E IN T 0 W N BETHEL AA 0 0 A A A) @r (t A U) P_ P. 4 z SHELTON (D 0 B A H (D M Cn r@ Z rt V (D AA B A B, 0 Co (D A p) Z Z z AN B, A 0 P) 3: En rt 0 tc (D Z 0 Sa Ss AA kD F-J -n SC A a) rt B M B S Y Anticipated Water Quality (D 0 'A@ -be -.achieved 0 En 0 El.@' Condition to by 11/30/76 (t ::j M 5000d (D Pj C IsI,nd H- C DEPT. OF EWIRONMENTAL PROT. rt -Ong STATE OF CONNECTICUT @j- P SC ,'@S 3) LEGEND r QUall Y WESTERN COASTAL STREAMS n 0 Wate *t Use Class '30 o Limit of s' face water segment IRE (D 0 C') 0. z M A S S A H u S E T T S LDCArION PLAN L- - - - - - - - THOMPSON UNION W 0, C 0 D S T C K -d Rose n Lo Thompson Dal, A cc ------T W.PPoq..SW B PUTNAM Pond z EASTFORD % oi 0 10 0 P.OMFRE N K I L L V N G L Y HAMPT ON Pond F3 R 0 0 K L Y N T- I T I MOOS I U.duc Pd. CANTER B R 9 SGOTLAN D ( W shefock, Ri@#r A See M.P' T.2 I C, PLA INFIELD 0 Fol Def.if& 'ISTERL I G 7- cloy@,71, S Pond Ile i I R,.. t i FRANKLIN IL I SBON pach-@ II Anticipated Water Quality POqd I Condition to be achieved G I? I S WOLO by 11/30/73 /NORWICH-. G OF ENVIRONMENTAL PROT. 2 DEPT. VOLUNTOWNi STATE OF CONNECTICUT LEGEND PRESTON So QUINEBAUG RIVER Water Quality Use Class 8,z)? 0C Limit of surface water 2 4 5 segment SCALE IN MILES L.k. A SOCK) ECONOMIC AND ENVIRONMENTAL INVENTQRY OF THE NORTH ATLANTIC R7EG710N] FIGURE @nticipated Wate3@ Quality Condition to be Achieved by NOV 30, 1976-QuinebaUg River 17-35 (D E.P. Conn. i974) 17-66 L C T A A STA F@ D UNION W OODSTOC - - - - - - fL -T K L O-N---- ELLINGT r --T --------- TOLLA ND ASHF RD -Po POMFRET A I It ---- --- A IVERNON I---------- r--j V t 1HAMP TONI BROOKLYN ,BOLTON', A ro J= N HEBRON I A EBANON y 1\ q F.-Y N-7 --- I W-5 COLCH-ESTER 13 ORW !CH B GR!SWOLD N ----\ '\ LISBON 4 C, PRESTON SALEM il EAST HADDAM I I NORTH r A STONINGTON LEDYARD A ---------- LYME I E`AST \\WATERFORD STONINGTON I LYME GROTON --4 OLD 4 LYME Anticipated Water Quality Condition to be achieved by 11/30/76 Iong Islond Sound DEPT. OF ENVIRONMENTAL PROT. LEGEND STATE OF CONNECTICUT Water Quality Use Class k@Lklll i @t-,, f Iaurface water segment THMIES RIVER A SOCIO-ECONOMIC AND ENVIRONMENTAL INVENTORY OF THE NORTH ATLANTIC REGION -IFIGURE I Anticipated Water Quality Condition to be Achieved by NOV 30, 1976-Thames River L TNW 17-36 . -(D.E.P. - Conn. 1974) 17-67 LocArooi PLAN BRIS TOL PLA,WiLLEI a L J. 7 A ,WDLCOTT 7 B A A M)DOLEFIELDi \PROSPT@'T/ E A A --JBETHANY < (NEW HAVE,, Cr -" %% ORANGE N, Anticipated Water Quality Condition to be achieved Long Island Sound by 111/30/76 I DEPT . OF RPJVTRrMUrxTm., LEG.E)YD -IF, UZ UUNNECTICUT Water Quality Use Class Limit -f -urface water segment QUINNIPIAC RIVER 1 2 3 4 5 MILES A SOCIO-ECO MIGAND ENVIRONMENTAL INVENTORY OFTHE NORTH AMAN= REGION F R Anticipated Water QUality Condition to be TRW@C4, (:!7 Achieved by NOV 30, 1976-Quinnipiag River I IL !7 1 (D.E.P. @- Conn. 197@4) NORT A .-.Ef3R0OX AA A B C A N A 4 0 1 A 1. @. .I z I I- B Z A A ,"C@ESTEA AA 4 A S.ARON A B A L 0 A B K E A AA A 70 C A A C t B 0 A A B (3,@RGS PECT N"iFIE0 1E.. C BET.ANY A A q c OZ 4! 'A A",3 C k MONROE AN ORANGE I ou"qu, E A S T 0 4 --: Anticipated Water Quality As Condition to be achieved by 11/30/76 6 DEPT. OF ENVIRONMENTAL PROT. FOF CONNECTICUT S TA T LEGEND Water ality Use Class HOUSATONIC RIVER I r1i 4- Limit surface water seVment OP 17 [s 1,2dSound A SOCIO-ECONOMIC -AND ENVIRONMENTAL INVENTORY OF THE NORTH ATLANTIC REGION FIGURE Anticipated Water Quality Condition to be TR 17-38 Achieved by NOV 30, 1976-Houstonic River (D.E.P. - Conn. 1974) @17-69 -Ij C) 100 H f-h 0) 0) it Nissequogue iver (D otc R11, 0 G reco er 0 S L A Q 10 Connetequot River. Forge River -66 0 F-j P) pi rt @j I.< -0 rt, -.0 to 0) 0 Legend 0 W 121 )V En P) x = SB Pi F1 0 = SC 8 = I I 0 = SD t-h I-h 0 m Note: Classification is SA unle Z 0 0 P;r 0 P) (D ft 0 M (D ;K @ AR4@ 0 R 0 L-11@j A47 " Fri @ @@, I- Jr REGION 1 ENVIRONMENTAL PROTECTION AGENCY 3@ PREUMNARY - OCI 1, 1973 WATER QUALITY LIMITED SEGMENTS FA 70710-ECONOMIC AND ENVIRONMENTALINVENTORY OF THE NORTH ATLANTIC REGION] Milo. I FIGURE 17-40 Water Quality Limited Segments (E.P.A., 1973) r-.4N.1 CANADA M A I N E NOVA SCOTIA ZT 0 zg SUITABLE FOR MOST USES ui SUITABLE FOR MOST USES EXCEPT SWIMMING UNSUITABLE FOR MOST USES 0 .u. NANTUCKET 0 25 0 MILES A SOCIO-ECONOMIC AND ENVIRONMENTAL INVENTOR, Y OF THE NORTH ATLANTIC REGION Fl qURE ud Area TRW@4: _4 Present Water Quality'in the St y .17-72 21!@C' AROOSTOOK 04, D@N'FQRTH E loam FL FOREST T11 R3 TO R3 BROORTON VANCE80RO GAN ------- LITTLE LA C T ------ 'T"'" LIT11, LAKE LAKE I KOSSUTM % TOPSFIELD CO0YVILL.E OIL I EASY I -USQUASH LAKE OYER US@. LAKE Tfi it ALMACCUE I WAITE P FOWLER ---------- --- '@RANO LAKE GR4NO INDIAN ;@A 0 39 LAKE FL, GE T 5q. T6 N 0, L 'ST IN S L"A0.1 LAKE "I"D PRINCETON 11 LAKE i OIG AK -1-- OAS@S LA NA CALAIS CITY M.D. T42 T43 MD T11 E 0. JIKE NO 21 ALEXANDER 1AIIIMG PASSAMAOUCCEy Ac-s T37 MD. T26 E.O. 64Y @',-E ROUND T36 M 'SECJ ""'ST' 'SE") YS PE", ` 0' LAKE - - - -------- (@Ax ARLOTTE PERRY COOPER Vol N 14 PE DEVeRgAUX MEIROC@ 730 M'O. T31 M'D. WESLEY TIS ED k", CA AZE EASTPORT City LAKE PIL 4$A.T@ A LAKE, ---------------- CE 0 T24 M.D T25 M,D,_j -------- L K1?TC" 6EDOImGT IN NYTTOIELD T18 E.@.' MARION EDMUNDS ------------ .'LE'LE, E 9. - , @@'E ', LUBEC @.E 'S[eL0IS TIS M, D@ T19 M.D. CENTERVILLE WHITING TRIESCOTT T AS CUTLER CMERRYFIELDI COLOMBIA COLUMS A JOWSSORCI FALLS Ir i 2 --------------- I------- I[@"' @@rj HARRINGTON ADDISON OF :',IIESPORT@. @j ISTEUSEN Municipal Wastes Untreated or Inadequately Treated 'V" L@J Untreated or Inadequately Treated Industrial Wastes ----------- A SOCIO-ECONOMIC AND ENVIRONMENTAL INVENTORY OF THE NORTH ATLANTIC REGIO TRGP FIGURE Washington Region - Sources of Significant Waste .17-42 Water (E.C. Jordan, 1969) .... ............. ..... ............... . ... ..... ...... .... ........ .......... ------ -------------------- ... ........ .. ............ . ---------------- -- -Ti . ... ..... - ----- Nat SUBSTANDARD SURFACE WATERS .......... Substandard Waters Untreated or Inadequately Treated Municipal Wastes ------- Untreated or Inadequately Treated Industrial Wastes . ............... PENOBSCOT REGION TIC REGION A SOCIO-ECONOMIC AND ENVIRONMENTAL INVENTIORY OF THE NORTH ATLAN FIGURE. Penobscot,Reg.ion -,@Sub-Standard Surface Waters. (E.C. Jordan, -1969).' 17-74 '@7 T3 ND@ T4 N D - ---------- ------- ... n@ T39 M D T40 M.D Lo- - -------- --- EAGLE T@. D .0 33 @D%T. -IIZ@ST i @A -D -'LE, OSBORI@ @TU,-@- ------- --- El I D E-8@ SCOT Ge P BIJCIS@O@T FR-L. ;1G -1 TIO 5 D I.G.SON @Ec, SULLIVIN' IPBROOKS -,C NQX 6 '-C-COT T -30 -T @Zl TQENTC WRRILL I-- BL@. I'LL OA. C, 94R 4-@ -ac LD ;-.T IILLE SED-CK E@ ,-Z TLE E@T G. T, < P E N r B S C D T 0 A Y GEER E.- LE s SUBSTANDARD SURFACE WATERS COASTAL REGION II Substandard Water 4 4 Untreated.or Inadequately, Treated Municipal Wastes Untreated or Inadequately Treated Industrial Wastes @7,1; NN, ILM S 0 Az@-@ A SOCIO-ECONOMIC AND, ENVIRONMENTAL INVENTORY OF THE NORTH ATLANTIC REGION TRIWW FIGURE Coastal Regfon II.- Sub-Standaird-Surface IWaters 17-44 (@.C. Jordon., 1969) 17-75 -@j 0') %PPLETON 0 -n (T C-) r EFIIEL@- WASHINGTON HOPE 1401135 GUFfT1- Ul M POND POW K 0 CA E JEFFERSON UNION DAMARISCOTTA POND lovs tLA LAKE R C-) 0 < LAKE C-) (A POND X. R rt 0 JEN ,57 earc 0 Z @ @@MON D RRE I NOBLEBORO L \SOU BDWDOIN DRESDEN ALNA POW 'ANALHAVEN -U:) "-1 0 "POND \HEAD SOUTH Ch @WOWDOIMH WP. NEWCASTLE 0 CUSHING Ae 0 BREMEN V) I y MMEY PC C 0 POND WOOLWICH -n LAKE f/ EDGECDMB BRIST Z. , 1 X y T.GEORGE m OPSHA z 0 PM WEST BATH COASTAL REGION I > I J0 a SUBSTANDARD SURFACE WATERS 0 C+ ki m=w Substandard Wzftrs 0 V) 0 Untrc. ted or Inedc IV Trent-cd Municipal Uk.=-.; 0 F---\ Untmat-ed or Incdcquately 'u Vc, L4 Treawd In," -,ainl V SU13STANDARD SURFACE WATERS Substandard Water Untreated or. Inadequately Treated Municipal Wastes Untreated or I naddquately Treated Industrial Wastes - ------------ tj -T'f 0 %3 S S 0 CLINTON 11L 17 I ITT -7 ROME. OAK"Nk A- BENTON VIENNA GREAT 1-1 POND M q- r I P @ '.-@ELLIS 40 /j@PON PATTEE LOVEXr Ir POND POND MINNEHONX LONG POND WINSLOW PON D r-- ALBION MESSALONSKEE . I LAKE FAYETTE MOUNT BELGRADE SiDNEY VASSALSO CHINA k) VERNONI. CROTCHED LAKE POND WEBBER LVEJOY POND POND CHINA READFIELD WAYNE I, 9 THREE I I,- - - - CARLTON @MILE CASSET, PD. PON D I ANDROSCOGGIN LAKE BE R -X2 -@ _ __ LAKE TOGUS D/ ER A GUSTA WINDSOR W R- Z .11 N S I 4.1 - LOWER ILSON PD. @ 'J VA,@X LOWE L TOGUS PD 0 MINGDALE- CH CO AZ I ICOCHEWAG N Q C9 0 OLA -R NOOLPH'. MID OUTH EST GARDINER 4_ KENNEBEC REGiON COUNTY AR DINE PITT STON KENNE8EC LITCHFIELD REGION 0 A. SOCIO-ECONOMICAND ENVIRONMENTAL INVENTORY OF THE, NORTH ATLANTIC FIGURE Kennebec Region @ub-Standard,Watelrs: 17-46- C. Jordan, 1969.) .177 77 Vtp@ :j CUMMAIRLAND REGION SUBSTANDARD SURFACE WATERS Substandard Waters vo V; Untreated or Inadequatelly Treated Munkipal Wastes Untreated or InedleWatelly Treated Industrial wastgs A SOCIO-ECONOMIC AND ENVIRONMENTAL INVEWDRY OF THE NORTH AnAN-nC REGION] GURE Cumberland R 17-47 (E. C. Jordan, 19691, Tw. FI egion -ISub,-St and'ard! Waters 17-78 I f ................. . ............. SUBSTANDARD SURFACE WATERS ------- 0@ Waters Not Meeting Classification Untreated or Inadequately Treated Municipal West" Untreated or Inadequately Treated Industrial Wastes r ".u ............ j -0T A-f pm@ Amscoscoosm .164@ \j A SOCIO-ECONOMIC AND ENVIRONMENTAL INVENTORY OF THE . NORTH ATLANTIC REGION TR FIGURE Androscoggin Region Sub-Standard Water .s 17-48 (E.C..Jordan, 1969) 17-79 ............ ----------------- ---------- Z YORK REGION 7. SUBSTANDARD SURFACE WATERS Not Meeting Classification Untreated or Inadequately Treated Municipal Wastes Untreated or Inadequately Treated Industrial Wastes 10- ECONOMIC AND ENVIRONMENTAL INVENTIORY OF THE NORTH ATL@ REGION] FIGURE York Region Sub-Standard Waters, 17-4 9 (E. C. Jordan, 1969)1 17-80 - ------ ------ Amd V US; L I La 'via 2 a aL A M mw lilt 5 IASI 4 L 0 c I a jL U OZ 0 0 oil T .0 I c I I a jr iw at I I v I T a T L I L' I c a w p 1 0 I c So So 0 a 8, W-5 W A; S --M 1 0 V 0 It C 0 A 3 L 2 Ira el K11- A SOCIO-ECONOMIC AND ENMRONMENTAL INVENMRY OF THE NORTH ATLANTIC REGION TRqM FIGURE 17-50 Existing Water Quality Standards in.Rhode Island State of Rhode I@Iand And -- ----- ------- ------ 'dence Plantatio Provi as pj IN U 2 1 L L 5 m I" p L cussio'elar G1 watt, QuIll" ----------------------- - ------------ L v g 6 ------- ----------- ----------- IJ A 7 9 c@" iY c a A 6 cm) .7. - ---- ----------- ----------- ---- A Y - --------- --- ------ -- ------- ------- J. m o u I A I' ---------- ------------- I j 7 1 1 ---------- A: '15 A h 41 6 0 V 1 ;4 N A L 5 1 I T I A I Y ..... ...... o N D e 1,1,,.d State f P A-d _ pj."'atio.' A SOCIO ECONOMIC AND ENVIRONMENTAL INVENTORY OF THE. NORTH ATLANTIC REGION FIGURE Proposed Classification of Water Quality 17-82 17-51 Rhode Island C 0 IN m E C T I c III T Amoof ISLAND NEW YORK It A I C LCHE ITER 0 LOCATION MAP' -n c: F VETNANT -J.- I C.ESTIE. Ln M -il!" 11 ------- 1, e "NIE M Imm. .000 " ", M-t. .00'. 1 0 emm": RIVER "ESSEII ot I'D OLD t7i m mommot z KEY S, A's. JiLiO40 I CLINTON WE rt* 'ERIC, < ------ Imir ON Ir" TOM low.; M .-.on CHEIM I". rt 0, VAST[ PLAINS .0- P- Z N"Lro*o Qui 7 - LAST CHESTER 0" m NEW Nocts" IF *F.IELD/ En z PEDL ii , :' A' 8 0 , ININT , ' ' PC @ V. TPONT Fj- to - wpjw visNum ALI 4 z 0. A, A & TAIIEW.M. A to A VL I IIIE Ell. -i rt SWTNTO. (D anoo.461EN NipilmiliTON 9AV K) TEAD, ISLIP 84 OUIE CWVSTIAD To*. z B*OOKLYN -Its A, 00 R I VER to% 0 I In DEAD 91 1 005y. k. 13 1 0 z *0'.As J) z All, -116 0118 115 SAAD.), "11" $1P --. Ce < '$@ rn '@:. .4 10 0 ix 01 0',,GsJC R. G 112 OtIFEEF. 0JrAUQ&tC1( C`0 T 0 at A C/r WJ Z <C1 z U 0 0 *4%o 16% C" 'Q& 117 Penobscot River, Basin, Maine //00 09 C) 116 Kennebec River Basin, Maine 108 115 Androscoggin River Basin,Maine 04 119 S,t Croix River Basin 7- 118 Coastal Area from Int'l -Bor6r 0 to Cape Small, Maine 114 Presumpscot River Basin, Maine 112 Saco River Basin, Maine 110 Piscotaquo River Basins and Atlantic Coastal Area to Mass State Line 109 Merrimack River Basin 0 104 Connecticut River Basin : 06 Narragansett Bay Drainage 08 Atlantic Coastal Area from N.H.-Mass. State Line to Rhode Island State Line 105 Thames River Basin, Conn. io3 Connecticut Coastal Area, Quinnipiac and Powcatuck 10 ?_ Housatonic River Bas i n, Conn. 25 0 25 101 Western Conn. Coastal Area MILES 133 Lower Hudson River - New York Metropolitan Region A SOCIO-ECONOMIC AND ENVIRONMENTAL INVENTORY OF THE NORTH ATLANTIC REGION FIGURE 17-53 Major Watersheds .17-84. ca t-a RL f.n P-3 t2l 0 0 92. L ek 0 93 .00 C6 IL m C6 EL Qq e, rot- I @r Q . " " 03 ev M, c @z to t4 el n T cw EL m oi. Ot CA 7, ir IL FLZ IL rr ro - r's I -. N2 44 Table 17-2 Maine Water and Air Environmental Improvement Commission Quality Classification Standards for Tidal Waters Ons SA 'Cl.@s SB aw; SP SB- I TB-2 Ac eptablc for Acceptable,for A'ccvptabk@ for Acceptable for Assigned only .11 clean water all Clean water recreational usages recreational where higher uses including uses including including water boating and vlassilfi,catio, water contact water contact Contact and fishing except cannqt@ be recreation and recreation out] fishin". priniam water attained. fishing. fishing, contact, Classification Quality Standards Dissolved oxygen Not less than Not le&s than 6 ppm Not lc,, than 6 ppm Not.less than Present 3.0 ppm 6I.ppm 5 ppm, Coliform Not in concentrations bacteria, harmful to public MPN/ 100 ml in health shellfish areas: Total Fecal Total Fecal Total Fecal Total Fecal Median all samples 70 15 70 15 15 10 700 150 Median 70 percent samples 230 50 230 50 230 50 2,300 50f) Coliform Not in concentrations bacteria, harmful to public MPN/ 100 ml in health nonshelifish areas: Median all samples 70 15 240 50 500 100 1,500 306 Median 10 percent samples 230 50 500 150 1,0()0 '200 5,000 1,000 Toxic wastes None Not in concentra- Not in concentraiions Not in co I nceritT.I. Not in concentrations or chemicals tions harmful to harmful to public' tion.s. harmful to harmful to public public health or 'health or aquatic: public health or hehl.th aquatic life life i 'aquatic life Scums, slicks, None None None None Not in concentrations odors, and harmful to public objectionable health floating solids .17-86 TABLE 17-3 RECOMMENDED USE CLASSIFICATIONS I AN D WATER QUALITY STANDARDS AS OF JANUARY 1, 1970 BASED ON CHAPTER 149 REVISED STATUTES ANNOTATED 2 NEW HAMPSHIRE.WATER SUPPLY AND POLLUTION CONTROL COMMISSION Class A Class B, Class C 'Class D Potentially acceptable Acceptable for bathing arid Acceptable for recrea@lonal Aesthetical iy for public water supply recreation, fish habitat. boating, fishing, and acceptable. Suitable after disinfection. No and public water supply industrial water supply for certain Industrial discharge of sewage or after adequate treatment. with or with 'out treatment, purposes, power and other wastes. (Quality No disposal of sewage-or depending on individual. navigation. (Lowest uniformly excellent). wastes unl'e3s-adequately requirements. (Third allowable quality now treated. (High aesthetic highest quality). less than 1/2 mile in value". entire state). Dissolved Oxygen Not less than 75% Sat., Not less than 75% Sat. Not less than 5 P.P.M. Not less than 2 p.p.m. .oliform Bacteria Not more than 50 Not more than 240 in fresh Not specified Not specified per 100 ni water. Not more than 70 MPN in salt or brackish water., PH Natural 6.5 8.'0 6.0 8.5 Not spec 1 f i ed Svbstanre@ None Not in toxic concentrations Not in toxic concentrations Not in toxic potentially toxic or' combinations. or combinations. concent rations or cor nbinations, Slud3e.. daposits None Not objectionable kinds or Not objectionable kinds@ or Not objectionable. amounts. amounts . ki nOs or p riunts. Oil arid Grease None None Not objectionable kinds Not of unreasonable or amounts. kind, quantify or, duration. Color lNot to exceed 15 units. Not in objectionable Not in .. objectionable Not of unreasonable arrounts. amounts. kiril.iquantity or duration. Not to exceed.10 units Not to exceed TO units Not of unreasonable Turbidity Not to exceed 5 units. in trout water. Not to in trout water. Not to kind,,quantity or exceed 25 units in non- cxceeJ 25 units in non, duration. trout water. trout water. Slick, Odorsand None None Not in objectionable Not of unreasonable Surfice-F@ioatinq kinds or aniounts.. kind, qoantity oi- Solle's duration. NHF&GD, N5'IWPCC, or NHF&GO, NEI1,JPCC or Te'l-perature No artificial rise NTAC-DI -- whichever NTAC-DI -7 whichever Shal I noc. exceed provides rrK)st effective provides most effective 90'4F. control. 3 control.. 3 Note: I The waters in each classification:shall satisfy all provisions of all lower classifications.' 2 For complete details see Chapter 149 RSA. 3 NHF&GD New Hampshire Fish-and Game.Department kEIWPCC New.England Interstate Watp!r Pollution Control Commission NTAC-DI National Technical Advisory. Committee, Department of the Intolrior 17,87 k7s Ln LP 1-3 PI vi 00 0 p - M, CL [ro I C@ @-j ". r- H- @$ = D. 0 vi ro tA 1-3 CD M rt cr Pi: OP 0 0 CL r) W W 0 cl rt H- rt CD Fj- rt, (D 1 rT C-1 ct (D rL CL cri ::r 4z > F- 0 L'i r. ::r0 0 C;0 0 0 r) 0 " r-' 0 Pli V :I Mcf, 0 rr P) rt v rt M (D U) rt T) (1, CT rt F- H El) 0 CLI H- M rt Er ::r 0 (D (n CN 71 0 0 r- ri ct (D "0 F-'- M :.I (i rt cr cw) C. C7, ?I tri r) rt rt r) rl @@t .13, 0 ul 0 0 F- t-h N, H. tr rl @) rt 0 rt @A rt @-3 00 4-- (n W L..4 D) 0 0 Z :z . 0 rt rt 1.4 0. m Er (DP F4 (D C:7' 1-4 @a 0t-h H. Ln CL rr rt F" 00 rlt Lf) co 0zo tn 0 0 w 00 0 0 (n w C: M rT ef 0 (D 00 0 rt rt rt MM ::r rt C: (f) (D m 0 N, D M 0 rt CT 0, 111 . I . :zl . (D :@ . I-W 0 Ul V.I. D C) rt ti a. C) El rt (D CO M rt pi I-A cr o ri CIO 00 f-4 (D FA F-A ri 68-LI 41 0 14 @00 0 0 0 to a 0 0 v m a) (n Cl "0. Me m P 0 r. I " En (4" 1@ rr 0 rt 0 CL rt VA. M 0 rt 0 0 m @-4 Fl- PI 0. 06 n z p >,o cn 30 9t 4- r.0 0o 0 0 M 0 ra m C) 7Q -0 r) r- r 10 :3 :3 0 cl 0 rt '1.0 " -,10 -1 t@- Mwm m m w V- H. " 0 '-- rt I.J. :J rt Zv fv :C n o -u o ra 0.nrl f- n0 Pl. Pi @-4 rt co 0 En m HA3W 0m r.) 0 ONm CL rt cr w mCA x n:@ En Ea 4n l< rz o :3 0 ro m:r c r. m:3010 aCL m(A ti :3 F- P. CL :@)nm m0 to ti ri U, :;r r? D) Ph 'A@0H n0 Ln 0 0 0 CL C4 W cr :3 (D :3 ;@ :j 0:3 0 Ln U, 0 z ca --j P. r? > 0 :3 En0 4 5 " " I @J-0 CL. r? r. :j m:3 ri m mEA 1") cn :3. C@ 0cnm Vr-t rt (D 0 :@ n @n x@o" m" r " rr r) 09b Ul rt rt rw 10 'A H. rr rt PI m m ri r, z P*, F@ D) V En 0 1 CT 0 Ln * ::,' . M, a; CA 0w 0 0 H. 0 M V) rt rl D CA rt ri tv ri rD @j @j -0,a r? 0 1-- -110 @b 0wrt WP.0 0rr m " rr 10 rt r? 0V) 0 V) D rD c0 Ln M ;3 V) 0 (A0 0 7@@ .0 o ;a 00 :3 F@ ri0 mm rt CD 1-4 rt ct rt W in CL r? rl m0 17% rl Z, th :3z z :300 00 @l0 0 rT Ln C: 0 :3 ti r- r_ 0 Hrt ll@ :3. 0 . 'o 0 ol MrtwtD 10 rt q)0 m a 0 0 -d rt A CL ::r W. 5m :r :3 EO m m o 0 ti @u M00 1.4 tj I-A. 0) ri) V, co wV) :3 10" 0:3 rl W m ).- 23 mm @a 0 M,n0M e)x n;:j cn 0 1-4 0 r- 0rt0 a rt 0 H. r) ::rm 00 ct :r M -h ri 0) o @o PA. En r- -"* 0M ED r- ::r 10 (D 0 -.Q [aw(n m Wm 0 rt CL ?I 2)n 0 0n m @r V Cl :3 c -10 rlQ0 ri n n P) M 0(D :3 4- m:I pi v o r- rt 0.0 fn0 0 M P- F- :r :C (D la rlt M ncn CL CA0 pi " w r- 0 10 rt r? t@ 0 rt 0 Pi IQ (D pi ti 0 P) Pi rt (b H. rt 0 m *0 0 "H. " 0 0 rt rt P-0 Ot H.0 tr 0 x cn :r D)n:3 m n@:i a. n tD (D m00 J-A La (D W- U) Pi rt rt0 rj 0 rr, C) r? M :r 9 Ic m m ti- m co m 03 rt :j :j 0 ct r1t :3 rt :T m ta. ri mU) m w rt M fD C m En V, W rt r-h (n r.$ N H- I,@ 11 -". r, ob ;@ QC6 0 (1 CL C:) TABLE 17-4 (cont.) FRESH WATERS CLASS B (Continued) ITEM MASSACHUSETTS RHODE ISLAND 7. Allowable temperature None except where the increase will not Only such increases that will not ir)pair increase exceed the recommended limit on the most any usages specifically assigned to this sensitive receiving water use and in,no Class (See Note 7). case exceed 83*F in warm water fisheries, and 68* in cold. water :fisheries, or in any case raise the normal temperature of the @receiving water more than 4*F. 8. Chemical constituents None in concentrations or combinations which (See Note 5) would be harmful.or offensive to human, or harmful to animal or aquatic life or,any water usespecifically assigned to this --,class.--- 9. Radioactivity None in concentrations or combinations which would be lia-nilful to human, animal, or aquatic life for the appropriate water.use. None in such concentrationA which would result In.-radio-nuclide@concentration-s in aquati(@ life which exceed the recommended limits for consumption by humans- 10. Total phosphate Not to exceed an average of :0-05 mg-/I ..as P during any monthly sampling period 11. Ammonia Not to exceed an average of 0.05 mg/1 as N during any monthly sampling period 12.. Phenols Shall not exceed .001 mg/1 at any time 16-LI w GQ M P'@h C6 C6 @-A rt m 23 0 C rt cr rT H, H. @< 0 " I .OQ r_ 010 (D rt ol Q) 0 0 co rl r? !Z f@t rt rt =r 7-1.n CA )-.hm w @ao@g0 m :1, 0 r;) 000) 0 r. 0 :z H_ 0 r_ pz F@ PI H, tt (D04) rt rt .4 g)aj to j a, n r, cn H. cr co (A 0 rb 0 m H. 0W a (n0 " H . . 0 0. Q :3 @s a :s "U) rl rD Z:@ Fl- P. (D Ln rJA0 6:1 o 0 0 rn m Fl. 'o 0@0 :5 )-- @_ 1-1.C 1@ rt 4 CL =11 'w rr 0 " -U H. CI. P. 0n 2) W CD 0:3 P, :30 1- rt H. 0 V 03 tr ;j 1-4 0)" III n .11@ Of El r) Z) 0 0 0 rin m P- a (D m 0 0 0 1, @m0 110 ri t- Fl Cn rt J.- I_n rt H. La 0, :3 m LIO rtom0 0:j H. H. 1-" m H_ I M pi k-j.c C@ n Ln 0il00 'Mn rt El I-V5 VA :3 U') rl > CL rD 0 CD0n 0 M w0 :@in ct 0 z rt rt P) 1-1 0 m Z) o :1 rt C= H.0Mpi M r-t rD :3 wz0p ri M r.) 0 rt r_ rlt0 0 t- rt cr V) cn omV o 0@3 z' :@s :3 @_i F4 1-4 0 n ::r pi @lt 10w M @-3 r, En 0 H.o H. @-4 CA > :5 n, :3. Q" @n0=1 0 m Daw0 100 mC) 0C6 'I-,) U n r, 0 V? ct P- n fD '3@) 0-0 P_ C+ 4- @t w:3 0 DO 1-4 !31 --0 0 V, 0 0 0 9D. 0 17@ rt :@ :@ rt CL n (A rt -4 0 :j CD r.) C:0 U) ic rt C. 0P C Ca tr C,n :Q zi w I;zlW rt 0 rr Q a' (D a. M(a. U) :r (I. rT r_ :.@ flt 0 =1 Z (D 0 M m rl ti cN m zo r+ $4z z wrA n -o cn :3,00 0 0 @l0 0 0a 0 " m V. :3 :3 4 10 :3 :3 En _j ::;00 H. m et ri r) t-twm r? "0 r- rt :X @_4 ::1- 0.10 ::r t@ W. 0 @_4 014 rt w 0 cr, 00 cr tn :3 w ra :3 H. 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M W- 0 cro 0 cn t-- rt @-h 0 co (D r? a. m 0 1 6 w :3 (n 0 X x M fb M 0 t..u fa En (D (D 0 ftl 0 0 x X x 0 :j r n (D I"r (D M 'M n 0 w 0 C: P., ::r 0 0 pi @-4 (D 10 fD ::3 (D 0 t@ b 03 ;3 r- P, CT ri ri CL 0 rL CL r@ CD :J 0 ri rD CD 0 LI) r, 0 0, C: F- c M Ln ri pi @a rt -CL @-I -e D m Ib A) P, 0 -0 rD n o rD (D r, el 11@" -d '. rt :j 0 ?1 " :3 n rt > (D t- m ct m; 0 1 Z r? - :71 @n pi .0 x P. " :3 0 z 7i 0 (D cr, D) 0 n r- :u (A " U) 0 0 r-r t-h m (D (D .01 0 0 M In . @-h CL r) 0 r-s: w 'I pi 0 Qn .0 .:3 0 :3 Ol. En f-T (n (n :c rt D in @-4 r) :.,r - 0 > n @j rD m (D H 10 C) :3 H. r't 1-4 X- 0 0 0 C) tA 0 Ln W M "1 0 (D; :j :j " 0 :z Q) =5 Z W 0 El pi 0 11) :7, C.) . (D 2) . CL 0 @4 5 0 " 1@1 r1t , 0 = rt U) CL wi 0 0 C: r- 0 :7,- qQ 0 C?: PI 0 ri :J 0 ri 11 p @3 0 +-4 W Fl- 0 CIL C:l .0 ;j r-D 0 0 rt m CL Cal :x 0 PI H. f) n rt :J rn :3 z (D (D co rt n U) P :J, 1-4 cn 0 M rD pq CD (I (D F@ W z ca 0 (D rt 0 En @-q Ch CT t-I -J F- :3' > rt En M C 0 0 .0 kii@ li-6 H 0 7Q CD ID AD I-h I.- (D rL cr U) 0 a .0 W m pa 0 0 'CL I @m Ln :tn rt 41 9) H. H. M cr @o rt (IQ 0 ic: In 0 0 (A cn @rt 'o .0 rt CL .0 CD :C: C> n u:rD -@z :cT, :c-t :Z ir? H- t;t 'n rt D) P) :3 cn (A 40 'A) fDX,0 zo !0 :o :5 o @l 0 I'l " ca '0 rt -0 m :3 D) r. :j ::1 -0 ".1d :3 a m "t; ::3 (D 0 I-el 0 j" +@ Z$ ca CL n i(D ;(D 'Or -,W @(b W 0 M p I@a CD -t- 11 Ul @,::r . it ;". .,H. Ct TT rl -t- 1-4 0 (n IQ 03 C: lp. M Tl ;r-, 'M *4 0 ;1 2 o w o N 1-0 D) u- 0 V4 oti".X 0 t- ID 0 Ch CD " r) 0 0 C? t- 0 r? @n Sj t-4 w P- n w. m @,n --cn ".6 @:3 -Ln 'En :3 w rt M H 0 :Z m 0 H 0 m 0 0 M 0 0. 1j, 0 :j w mrl ::r :co - a V r"t r) 00 :w An 'En m :1 m 0 'M TI .:r ;rj @n Sa n U @ C.) 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FA. -r rT :a CA (D rt rt cr U, r.) 0 C- 0 rl -a f-T 10 . a 0 z ::; H. 0 (D rt rD H. rl? rlt In rt tr CT ct v C: cw rr Q) C;" H4n:I H. ::;, m r C@ 0. r? a @3' 73, (n rt w " 0 (D 0rt r-i)W rD ::;' " (D M, ct @l 0 rl mP 0 r? 0 cr C-' ri 0 0 -d 0 :1 @@A 0 Cfj rl r-T p :I " (A !a :@- 0 rt H. H. " C- zz;* r) H. :3 rL 0 rt H. 0- H- @-k ;D @6) .0 :3 0 rt PI ::o ::5 t.. 0 H r? rt 0CJ @11 0. rl 0 U) 0 rf Fl ('T H. :7 3 0 0, pi :.I f " 0 rD 0 z 0 r- W 0 un 0 :71 col @-b 0 IP PI ?1 2) 0 0, " r- C- CL0 :1 H. F@ 0 U) 14 CL ::;@, F@ :3 F- rD U) r) (A CD w 5 U'l Ch rt r?0 v ::r H. 0 0 @J" M 0 rt ;j, rt@ rt ol ::r D 0 '00 Ln t_n L4 t7j rt f: :5@ 0 m r@ :5- oll rD r? (D M 0 w 0wf? C.) CL ci n 0 rT F@ H- F-- 0 :J (n rt Z3 ri @l D H. W r't ri ct Y, fD a) cn 0 11 C= rv ;n t:v, M, rT rt D rl f CL 0 H. P. Ij 0 CA F@ 0 W rt i ;@ n m rt rt -C- Fl- rr F@ 0 =r m p , rt W , , ::, F- al rl) f-T ::I " ::;- M H. m W L:@' rr rlt co Cf) rt -*) rt @) U) @4 0 :1 rl rt, (D r) 0 CL CL (D (D PI D C- @.) :3 In Le) o 0 n 0 U) rj z ;J 'TJ (7) :j M U) " ::f " H- <. H- M rt rt r- rt 0 rt :1 F- D P- 0 0 0 F- 0 (D rt. rt CL) C6 t-h r-r -1 C) F-00 Q- 0 r- 14 ::r v rt r? :j H. 0 " .0 U) U) 0. rr cr i@@ 0 :r @r Lr CL U) -,a H- P- r z)-- m Pi 41 rt rt M (D U) @0 r) rt t@- a)v m r- v ct ol ic 0 rt rt rt rL W M =r Z =;' " 0 -',:) 0 eD F- rt 0 m , 0 @.) Cn @q =' o :1 2) U) H- :3 CL 0rDW En (0 rt H. n r) :j 0) -:1 ct rt -IQ rt rt (1) 0f-t FJ- 0 m 0 0 w 0 M 8 H. r- CL 1.4 0 0 = 0f-t m '-4 " 0 rr :3 rt p w " 0 ::3 rt @j ;i3 ::: r_ (71 (n 23 CL =r "0 0 m @-A rt F@ 0 " F- CL (D cr (D P- 0 H- (D H. @-A ::1 0 r. 1-4 0 0 M C.. 0. rt 0 m rr ti @-j.D 1-4 " , M 0 " co :j ::@, i@ 1,4 'N P- " ri 0 0 (D rt 0 0 rtl @a M rt (D Z;' m 0 rt 0 0 a4 :3 CA ?I H. Pi :J w D) U) (D rn mr-0 :E@ i'a, U) I . M cr 9) 0 -@j rn PI M "---h rt W ri 0 0 M (D -j ll@ Ln m -j m (i mct 0 w " z 0 F- a) ::r (D U) fD :3 :r 0 (D 0 rt 4) n rt>Pi @r rt FA- " (n , (D 0 r-h v 't rD (D H. rt C- (D Z, w Ln (n .0 4 0) z @-A. 0 rt ?I i@ r) " 0 tj m r- D3 4 n rt 0 (A ct H r) @,Q :3 -j (D rr 4) 0 -0 H CL 1@ lb rt 0 tl rlt1 @-4 t@ pi (n 0 r) 2) r- 0 m v (D ;:r al 92 Fl- 0 rf m C-7 0 @'l & :$ v- fb ew 1@ a- -4, IT i PL R) m rt rt TABLE 17 5 (cont.) NOTES (Continued) MASSACHUSETTS RHODE ISLAND adioactive materials in all waters S.8 The level of r@ shall not be in concentrations or combinations which would be harmful to human, animal or aqvatic life. CD Table 17-6 Inland waters, Class AA, Connecticut. Existing or proposed drinking water supply impoundments a;nd tributary surface waters (see Notes 9 and 10) 1. Dissolved oxygen 75 percent saturation, 16 h1ours/day; 5 mg/1 at any 1. tilme. 2. Sludge deposits - solid None other than of refuse - floating solids, naltural origin. oils and grease - scum 3. Silt or sand deposits None other than of natural origin except as may re- sult from normal agricul- tural , road maintenance, or construction activity Provided all reasonable Controls are used (see Note 6). 4. Color and turbidity None other than of natural oIrigin except as may result from normal agricultural , road maintenance, or con- struction activity provided all reasonable controls are Used (see Note 6). 5. Coliform bacteria Not to exceed a median of per 100 ml 1.00 nor more than 500 in more than 10 percent of samples collected. None of human origin (see Note 11). 6. Taste and odor None other than of natural origin. 7. pH As naturally occurs. 8. Allowable temperature None other than of natural increase origin except when it can be demonstrated that cold water fish spawning and rowth will not be impaired ?see Note 17). 17-106 Table 17-6 (cont.) Inland waters, Class AA 9. Chemical constituents (see Note 4) (a) Phosphorus 'None other than of natural origin. (b) Sodium Not to exceed 20 mg/l Inland Waters, Class A May be suitable for drinking water supply and/or bathing;.suitable for all other water uses; character uniformly excellent; may be subject to abso- lute restrictions on the discharge of pollutants; authorization of new discharges of other than minor cooling and clean water would.require re- vision of the class to Class B (see General Policy 5) which wouldbe con- sidered concurrently with the issuance of a permit at public hearing. 1. Dissolved oxygen 75 percent saturation, 16 hours/day; 5 mg/l at any time. 2. Slude deposits - solid None other than of'natural refuse - floating solids, origin. oils and grease - scum 3. Silt or sand deposits None other than of natural origin except-as may result from normal 'agricultural , road maintenance, or con- struction activity provided all reasonable controls are used (see Note 6). 4. Color and turbidity None other than of natural origin except as may result from normal agricultural, road maintenance,.or con- struction activity provided all reasonable controls are used (see Note 6). 5. Coliform bacteria per Not to exceed a median of 100 ml 100 nor more than 500 in more than 10 percent of samples collected (see Note 12). 6. Taste and odor None other than of natural origin. 17-107 Table 17-6 (coni.) Inland waters, Class.A 7. pH ..Asj'naturally occurs. 8. -Allowable temperature Noine other than of natural increase origin except when it can beidemonstrated that cold' walter fish spawning and growth will not be impaired, (see Note 17). 9 'Chemical constituents e . (S@e Note 4) (a) Phosphorus None other than of natural ord gin. Inland Waters, Class B Suitable for bathing, other recreational purposes, agricultural uses, certain industrial processes and cooling; excellent fish and wildlife habitat; good aesthetic value. 1. Dissolved oxygen 75 percent saturation; 16 hours/day; 5 mg/l at any time. @2. SlUde deposits - solid None except for small refuse - floating solids, amounts that may result oils and grease - scum from the discharge from a waste treatment facility Providing appropriate treatment. .3. Silt or sand deposits None other than of natural origin except-as may re- s6llt from normal agricultur- ai, road maintenance, or construction activity pro- vided all reasonable con- t@ols are used (see Note 6). 4. -Color and turbidity 36rbidity shall not exceed 25 JTU, B 10 JTU (see Note C 15). A@secchi disc shall be vi- ible at a minimum depth si of 1 meter, B.8-criteria may.be exceeded (see Note-14). 17-108 Table 17-6 (cont.), Inland Waters,-Class B 5. Coliform bacteria per Not to exceed a median'of 1001ml 1000 nor more than 2406 in more than 20 percent of samples collected (see Note 12). 6. Taste and odor None in such concentra- tions that would impair any usages specifically assigned.to this class nor cause taste and odor in edible fish. 7. pH 6.5 - 8.0 8. Allowable temperature None except where the in- increase crease-will not exceed the recommended limit on the most sensitive receiving water use and in no case exceed 850F, or in any case ra.i.se the normal temperature of the receiv- ing water more than 400F. Bs - same as A (see Note. 16). 9. Chemical constituents (See Note 4) (a) Phosphorus (See Note 18) Table 17-6 (cont.) Inland Waters, Class C Suitable for fish and wildlife habitat, recreational boating, and certain industrial processes and cooling; good aesthetic value (see Note 13). 1. Dissolved oxygen Not less than 5 mg/l for more than 6 hours during any 24-hour period, at no time less than 4 mg/l. @Cc and C - not less than 5 mg/l A any time (see Notes 15 and 16). 17-109 Table 17-6 (cont.) Inland waters, Class'C 2. Sludge deposits - solid None except for small refuse - floating solids, amounts that may re- oils and grease -.scum -sult from the discharge from a waste treatment facility providing appro- ipriate treatment. 3. Silt or sand deposits *ne other than of natural origin except as may re- from normal agricul- 'tural, road maintenance, or construction activity provided all reasonable controls are used (see :Note 6). 4. Color and turbidity Turbidity shall not exceed !25 JTU Cc 10 JTU.(see !Note 1@). 5. Colifom. bacteria Not to exceed an average per 100 ml in any 30-day period of 5000 nor exceed this value in more than 20 percent of the samples collected dur- ing the period (see Note 12). 6. Taste and odor None in'such concentrations that would impair any usages specifically assigned to this class nor cause taste and color in edible fish. 7. pH 6.0 8.5 8. Allowable temperature None except where the in- increase crease will not exceed the recommended limit on the most,sensitive receiving water use and in no case exceed 80OF or in any case raise the normal tempera- ture of the receiving water more than 40F. Cs same as A (see Note 16). 17-110 Table 17-6 (cont.) Inland waters$- Class C' 9. Chemical constituents (See Note 4) (a) Phosphorus (See. Note 18) Table l7t-7 Coastal and marine waters, Class SA, Connecticut Suitable for all sea water uses including shellfish harvesting for direct @human consumption (approved shellfish areas), bathing, and other water contact sports; may be subject.to absolute restrictions on the discharge of pollutants; authorization of new discharges other than cooling or clean water may require revision of the class to Class SB (see General 'Policy 5) which would be considered concurrently with the issuance of a permit at public hearing. 1. Dissolved oxygen Not less than 6.0 mg1l at any time. 2. Sludge deposits solid None allowable. refuse - floating solids, Oils and grease - scum 3. Silt or sand deposits None other than of natural origin except as may result from normal agricultural, road maintenance, or con- struction activity provided all reasonable controls are used (see Note 6). 4. Color and turbidity None other than-of natural origin except as may result from normal agricultural,, @road maintenancei or con- struction-activity provided all reasonable controls are used (see Note 6). 5. Coliform bacteria. Not to exceed a median MPN of per 100 ml 70 and not more than 10 per- cent of the samples shall ordinarily exceed an MPN of 230 for a 5-tube decimal di- lution or 330 for a 3-tube dilution (see Note 12). 6. Taste and odor None allowable. Table 17-7 (cont.) 'Coastal and mari-ne waters, Class SA 7. OH None except where the in- crease will not exceed the recommended limit on the most sensitive receiving water use ahd,in'no case eXceed 830F or in any case raise the normal tempera- ture of the receiving water more than 40F. During the period including July, August, September, the normal temperature of'the receiving water shall not be raised.more than 1.50F un'less it can be shown that spawning and growth of indigenous organisms will not be significantly affected (see Note 19). 9. Chemical constituents None in concentrations or combTnations which would be harmful to human, animal or aquatic life or which would make the waters unsafe or unsuitable for fish or shell- filsh or their propagation, i@pair the palatability of same, or impair the waters fo'r any.other uses. Table 17-7 (cont.) Coastal and marine waters, Class SB Suitable for bathing, other recreational purposes, industrial cooling and shellfish harvesting for human consumption after depuration; excellent fish and wildlife habitat; good aesthetic value!. 1. Dissolved oxygen N,ot less than 5.0 mg/l at aIny time. 2. Sludge deposits - solid None except for small amounts refuse - -floating solids, that may result from the dis- Pils and grease scum charge from a waste treat- ment facility. providing appropriate treat@ment. 17-112 17-7 (cont.) Coastal and marine waters, Class SB 3. sand or silt, deposits None other than of natural origin except as may re- sult from normal agricultur- al, road maintenance, or construction activity pro- vided all reasonable con- trols are used (see Note 6). Color and turbidity A secchi disc shall:be vi- sible at a minimum of 1 meter, SBB - criteria may be exceeded (see Note 14). 5. Colifom bacteria Not to exceed amedian per 100 ml value of 700 and not.more than 2300 in more than 10 percent of the samples (see Note 12). 6. Taste and odor None insuch concentra- tions thatwould impair any usages, specifically assigned to this class and none that woul-d cause taste and odor inedible fish or shellfish. 7. pH 6.8 - 8.5 8. Allowable temperature None except where the in- increase crease wil'I not exceed the recommended l'imit on the most"sensitive-receiving water use and in@no case exceed 830F or in any case rai-se the normal tempera- ture of the receiving wa,ter more than 40F. Dur- ing thb.p'er'iod including July, August and September, the normal temperature of the receivingwater shall not be raised,more tha,n 195 F unless it can shown that spawning and growth of indilgenous '17-1,1.3 Table 17-7 (cont.) Coastal and marine waters, Class SB o r, ,ganisms will not be sig- nificantly affected (see Note 19). 9. Chemical constituents None in concentrations or combinations which would be harmful to human, animal .or, aquatic life or which would make the waters un- safe or unsuitable for fish oi:, shellfish or their pro- Pgation, or impair the water for any other usage a�signed to this class. Table 17-7 (cont.) Coastal and marine waters, Class SC Suitable for fish, shellfish'and wildlife habitat; suitable for recrea- tional boating and industrial cooling; good aesthetic value.(see Note 13). 1. Dissolved oxygen. Not less than 5 mg/l for more than 6 hours during an 24-hour period and at y no time less than 4 mg/l. Fbr cold water fishery, SCC, not less than 5 mg/l at any time. SCS 6 mg/l (see Note 15). 2. Sludge deposits solid None except for small refuse - floating solids., amounts that may result oils and grease - scum f:@om the discharge from a waste treatment facility pr1oviding appropriate treatment. 3. Sand and silt deposits None other than of natural o1rigin except as may re- sult from normal agricul- tyral , road maintenance, or construction activity provided all reasonable controls are used (see N!ote 6). 1@-114 Table 17-7 (cont.) Coastal and marine waters, Class SC 4. Color and turbidity None in such concentra- tions that would impair, any usages specifically assigned to this class. 5. Poliform bacteria Not to exceed an average per 100 ml in any 30-day period of 5000 nor exceed this value in more than 20 percent of the samples collected during the period (see Note 12). 6. Taste and odor None in such concentra- tions that would impair any usages specifically assigned to this class and none that would cause taste and odor in edible fish or shellfish. 7. pH 6.5 - 8.5 8. Allowable temperature None except where the in" increase crease will not exceed the recommended limit on the most sensitive receiving water use and in no case exceed 830F or in any case raise the normal tempera- ture of the receiving water more than 40F. During the period including July, August and September, the 'normal temperature of the receiving water sha '11 not be raised more than 1.50F unless i't:can be shown that spawning and growth of indigenous organisms will,not be significantly affected (see Note 19). 17-115 Table 17-7 (cont.) Coastal and'marine waters, Class SC 9. Chemical constituents None in concentrations or combinations which would be harmful to human, animal or aquatic life or wkich, would make the waters unsafe or unsuitable for ffsh or shellfish or their propogation, or impair the water for any other usage assigned to this class. Tables 17-6 and 7 (cont.) Notes These notes include additional criteria, and supplementary information to insure proper interpretation and use of the criteria. 1. These criteria do not apply to conditions brought about by natural causes. 2. Class D and Class SD waters are considered unacceptable. 3. Al .1 sewage treatment plant effluent shall receive disinfection be- fore discharge to the surface waters'. The degree of treatment and disinfection shall be as required by the Commissioner and shall be consistent with the hea'lth standards as established by the state department of health. 4. The waters shall be free from chemical constituents in concentra- tions or combinations which would be harmful to human, animal or aquatic life for the most sensitive and gov6rning,water use class. In areas where fisheries 'are the governing considerations and ap- proved limits have not been established, bibassays shall be per- formed as required by the appropriate agencies. When.bioassays are necessary to establish limits on toxic substances, the recom- mendations for bioassay procedures, and application factors con- tained in the National Technical Advisory Committee's report to the Secretary of the Interior on Water Quall'ity Criteria, April 1, 1968 or.contained in the publication on criteria for water equality required'by Section 304(a)(1) of the Federal Water Pollution Con- trol Act shall be considered. For public drinking water supplies, the raw water sources must be of such a quallity that United States Public Health Service Limits,@or state limits if more stringent, for finished water can be met after conventlional treatment. 5. ;The discharge of radioactive materials in concentrations or com- binations which would be harmful to human, :animal or aquatic,life 17-116 Tables 17-6 and 7 (cont.) Notes shall not be allowed. In no case shall the Alpha emitters in a sur- face water exceed a concentration of 3 picocuries per liter or the Gross Beta emitters in a surface water exceed a concentration of 1000 picocuries per liter. 6. Reasonable controls may be def.ined by the Commission er on a case by case basis 'or,the Commissioner may require that it be affi matively demonstrated by any person or municipality engaged in such activities that all reasonable controls will be or are being used. 7. The minimum average daily flow for seven consecutive days that-can be expected to occur once in ten years under natural conditions-is the minimum flow.to which the standards apply, except when a stream is regulated to result in low,flows below that level in which case the standards apply'to the absolute low flow resulting from such regu'la- tion. 8. Waters shall be substantially free of pollutants that. a) unduly affect the composition of bottom fauna; b) unduly affect the physical or chemical nature of the bottom; c) interfere with the propagation of fish. 9. Waters r eserved'for drin.king water supply may be subject to restrict- ed use by state regulations or local ordinance. 10. Proposed drinking water supply impoundments and tributary surface waters must be identified in the long range plan for management of water resources prepared and adopted pursuant to Section 25-5b of the Connecticut General Statutes in order to be included in Class AA. 11. Section 25-5b of the Connecticut General Statutes imposes an absolute restriction on the discharge of sewage to such waters. The require- ment for "none of human origin" may be waived if the source is out- side the state and similar requirements are not imposed by an adja- cent state or if the source is a result of recreation in the water (i.e., swimming) which is not restricted by state regulation or local ordinances. 12. Coliform bacteria criteria are intended to provide a standard for coliform data evaluation and are related to the probability of con- tamination by'undisinfected sewage. High results may be due to soil bacteria'or bacteria f rom the feces o If warm-blooded an,imals which are not of sanitary significance. High results should there- fore be investigated by sanitary survey or other appropriate means to confirm the cause. Fecal coliform analysis, wh ich means pri- 'loode,d animals, marily coliform organisms from the feces of warm-b 17-117 may be useful as a secondary indicator. Although the reliability of fecal coliform analysis is not yet adequate to use as a stan- dard, it is desirable that correlation data:;be generated. The Region I Office of the U. S. Environmental Protection Agency has suggested criteria for fecal-coliform data evaluation. Such criteria should be considered only as a guideline and can be found in Appendix A. 13. The existence of Class C or SC waters shall@not be considered a reason for'authorizing a new discharge that;would not maintain the receiving waters as Class B or SB waters if@,the,receiving waters .were of such quality. 14. The use of subscript b in Class 5b is intended to identify those areas where natural conditions or conditions which cannot be ex- pected to be appreciably altered by the control of discharges may preclude bathing. It may also be used in Classes Bb and S.Bb to designate areas in the immediate vicinit@ o@ treated sewage out- falls where bathing is not advisable. 15. The use of subscript d in Classes Bc, Cc, SBc and SCc is to identi- fy areas suitable for cold water fisheries,lespecially fish passage. 16. The use of subscript s in Classes Bs and Cs@is to identify areas suitable for cold water fisheries including; fish spawning and growth. 17. Physical obstructions such as dams which pr,event cold water fish from reaching an area suitable for spawning and growth shall not be considered a valid reason for not meeting the criteria. 18. There shall be no point source discharge ih.to any natural lake or pond or tributary surface waters which willl raise the phosphorus concnetration of the receiving surface waters to an amount in ex- cess of 0.03 mg/l. For the-purpose of this note the impoundments listed in Appendix B shall be considered natural lakes or ponds. 19. Upstream of the mouths of the Housatonic River,.Connecticut River, .1 . and Thames River, the allowable temperature increase shall,be con- sistent with the corresponding Inland Wetlalnd Class.- 20. Sample collection, preservation, handling and analysis should con- form to."Standard Methods for the Exam,ination of Water and Waste- waters"-, 13th Edition,.1971,.American.Public. They contain ap- plicable laboratory methods. Water;:Atmospheric a) "ASTM Standards"'; Part 23, Analysis, 1970; American Society of Testing and Materials, 17-118 Philadelphia, Pennsylvania 19103 b) "Methods of Chemical Analysis of Water and Wastes", April 1971, Environmental Protection Agency Water Quality Office, Analytical Quality Control Laboratory, 1014 Broadway, Cincinatti, Ohio 45263. c) Any later edition of the above references or any other different but equivalent methods approved by the Commissioner. Tables 17.4-and 7 (cont.) Appendix A Fecal Coliform Criteria suggested as a guideline for data analysis by the Region I Office-of the U. S. Environmental Protection Agency. For Class A waters the fecal coliform bacteria concentration shall not ex- ceed a log mean of 20 organisms/100 ml in any group of samples nor shall 10 percent of samples exceed 200 organisms/100 ml. For Class B waters the fecal coliform bacteria concentration shall not ex ceed a log mean of 200 organisms/100 ml in any group of samples nor shall 10 percent of samples exceed 500 orgahisms/100 ml. For Class C waters the fecal coliform bacteria concentration shall not ex" ceed a log mean of 1000 organisms/100 ml in any group of samples-nor shall 10 percent of samples exceed 2500 organisms/100 ml. For Class SA waters: (1) Shellfish growing areas: The fecal coliform bacteria concentration shall not exceed a log mean of 15 organisms/100 ml in any group of samples nor shall 10 percent of samples exceed 50 organisms/100 ml. .(2) Non-shellfish growing areas: The fecal coliform bacteria concentration shall not exceed a log mean of 50 organisms/lOO.ml in any group of samples nor shall 10 percent of samples exceed 200 organisms/100 ml. For Class SB waters: (1) Shellfish growing areas: The fecal coliform bacteria concentration shall not exceed a log mean of 150 organisms/100 ml in any.group of samples nor 17- 11,,; shall 10 percent of samples exceed 500!organisrRs.100 ml. (2) Non-shellfish growing areas: The fecal coliform bacteria concentration shall not excedd a log mean of 200 organisms/100 ml 'in any group of samples nor shall 10 percent of samples exceed 50Qorganisms/100 ml.. For all Class SC waters: The fecal coliform bacteria concentration shall not exceed a log mean of 1000 organisms/100 ml in any group of samples nor shall 10 percent of samples exceed;12500 organisms/100 ml. Tables 17-6 and 7 (cont.) Appendix B Impoundments on Class B waters which shOl -beconsidered natural lakes or pondsiwith respect to phos- phorus criteria TOWN LAKE OR POND Branford Branford Supply Ponds Branford Cedar Pond Branford Linsley Pond Branford Wards Mill Pond Bridgeport. Bunnells Pond Bridgeport Lake Forest Bristol/Wolcott Cedar Swamp Pond, Bozrah Fitchville Pond Coventry Wangumbaug Lake East Hampton Lake Pocotopaug East Lyme Gorton Pond East Lyme Powers Lake Griswold Ashland Pond Griswold Doaneville Pond Griswold Glasgo Pond Griswold Hopeville Griswold Pachaug Pond Guilford Clear Lake Guilford West Lake Killingly Fivemile Pond Litchfield Bantam Lake Litchfield Little Pond Middlebury Long Meadow Pond Middlefield Beseck Lake Milford Indian Lake Meriden Foster Lake Meriden Beaver Pond Meriden, Silver Lake 17-120 Tables 17-6 and 7 (cont.) Appendix B TOWN LAKE OR POND New Canaan Mill Pond New Milford *Candlewood Lake 0 1 d Lyme Rogers Lake Plymouth Fall Mountain Lake Plymouth Hancock. Brook Flood Control Impoundment Southington Plants Pond South-Windsor Vintons Mill Pond Stafford Gl'envi 11 e, Pond Stafford Riverside Pond Stafford Warren Pond' Sterling Sterling Pond Thomaston Branch Brook Flood Control Impoundment Trumbull Canoe Brook Lake Trumbull Pinewood Lake Voluntownz Beachdale Pond Voluntown Sawmill Pond Wallingford Dayton Pond Watertown Oakville Pond Watertown Smith Pond Winchester, Highland Lake Wolcott Scovill-e Resevoir Woodbridge Komolds Pond *Does not refer-to discharges to the Housatonic River which is pumped to Lake Candlewood for power supply. 17-121 Table 17 - 8 STATE OF NEW YORK SURFACE WATER CLASSIFICATION Water Type Water Class Best Usage of Waters Fresh AA Source of water supply for drinking, culinary or food processing purposes and any other usages. (Chlorination only) A Source of water supply for drinking, culinary or food processing purposes and any other usages. (Sedimentation, filtration and chlorination) B Bathing and any other usages except as a source of water supply for drinking, culinary or food processing purposes. C Fishing and any other usages except for bathing or as a source of water supply for drinking, culinary or food processing purposes. D Agricultural or source of industrial cooling or process water supply and any other usage except for fishing, bathing or as a source of water supply for drinking, culinary or food pro- cessing purposes. Tidal and SA Shell fishing for market purposes and Coastal any other usages. SB Bathing and any other usages except shell fishing for market purposes. SC Fishing and any other usages except bathing or shell fishing for market purposes. SD Any usages except fishing, bathing or shell fishing for market purposes. 17-122 Table 17 8 (Cont) STATE OF ilrW YORK SURFACE WATER QUALITY CRITERIA Water classif- CRIT.ERIA ication Conditions Allowable Limits AA .1. Floating solids; settleable @Tone attributable to solids, oil, sludge deposits, sewage, industrial tast es or,odor pro(jucing wastes or other wastes. substances. 2...Sewage or wastes effluents. None which are not effectively disinfected'. 3. p1l Ranqebetween 6.5 and 8.5. 4. Dissolved oxygen. For trout waters, not less than 5.0 parts pet million; for non-trout vaters, not less than 4..0 parts per million, 5. Toxic wastes, deleterious @Tone alone or in com@ substances, colored or bination with other other.wastes or heated substances or wastes liquids. in sufficient amounts or at such tempera- tures as to be injqri- ous to fish life, make the waters unsafe or unsuitable as a source of water supply for .drinking, culinary or food processing pur- poses or inpair the waters for any other best usage as deter- mined for the specific waters which are as- signed to this class.. :TOT'_' NO. 1: In determiningthe safety or suitability of waters in this class for use as a source of water supply for drinking, culinary or food processing pur- poses after approved treatmant, the Water Pollution Control Board will be guided by the standards specified in-the latest edition of "Public Health Service Drink- ing "later Standards", published by the United States 'Pui)lic Health Service. 17-123 Table 17 - 8 (Cont) STATE OF NEW YORK SURFACE WATER QUALITY CRITERIA Water Classif- CRITERIA ication Conditions Allowable Limits NOTE NO. 2: With reference to certain toxic sub- stances as affecting fish life, the establishment of any single numerical standard for waters of New York State would be too restrictive. There are many waters which because of poor buffering capacity and compos- ition will require special study to determine safe concentrations of toxic substances. However, based on non-trout waters of approximately median alkalin- ity (30 ppm) or above for the state, in which groups most of the waters near industrial areas in this state will fall, and without considering increased or decreased toxicity from possible combinations, the following may be considered as safe stream concentra- tions for certain substances to comply with the above standard for this type of water. Waters of lower alkalinity must be specially considered since the toxic effect of most pollutants will be greatly increased. Ammonia or Ammonium Compounds Not greater than 2.0 parts per million ( 3) at pH of 8.0 or above. Cyanide Not greater than 0.1 parts per million (CN) Ferro- or Ferricyanide Not greater than 0.4 parts per million (Fe(CN)6) Copper Not greater than 012 parts per million (Cu) Zinc Not greater than 0.3 parts per million (Zn) Cadmium Not greater than 0.3 parts per million (Cd) 17-124 Table 17 - 8 (Cont) Water Classif- CRITERIA ication Conditions Allowable Limits A 1. Floating Solids, settleable None which are readily solids, sludge deposits visible and attribut- able to sewage, indus- trial wastes or other wastes or which dele- teriously increase the amounts of these con- stituents in receiving waters after opportun- ity for reasonable dilution and mixture with the wastes discharged thereto. 2. Sewage or waste effluents. None which are not effectively disinfected. 3. Odor producing substances The waters after oppor- contained in sewage, tunity for reasonable industrial wastes or other dilution and mixture wastes. with the wastes dis- charged thereto shall not have an increased threshold odor number greater than 8, due to such added wastes. 4. Phenolic compounds. Not greater than 5 parts per billion (Phenol). 5. pH Range between 6.5 and 8.5. 6. Dissolved Oxygen For trout waters, not less than 5.0 parts per million; for non-trout waters, not less than 4.0 parts per million. 17-125 Table 17 - 8 (Cont) STATE OF NEW YORK SURFACE WATER QUALITY CRITERIA CRITERIA Water Classif- ication Conditions Allowable Limits A 7. Toxic wastes, oil, deleter- None alone or in com- ious substances, colored or bination with other other wastes or heated substances or wastes liquids. in sufficient amounts or at such tempera- tures as to be injuri- ous to fish, life, make the waters unsafe or unsuitable as a source of water sup- ply for drinking, culinary or food pro- cessing purposes or impair the waters for any other best usage as determined for the specific waters which are assigned to this class. NOTE: Refer to Notes 1 and 2 under Class AA, which are also applicable to Class A standards. B 1. Floating solids, settleable None which are readily solids, sludge deposits visible and attribut- able to sewage, in- dustrial wastes or other wastes or which deleteriously increase the amounts of these constituents in rec- eiving waters after opportunity for rea- sonable dilution and mixture with the waste discharged thereto. 2. Sewage or waste effluents. None which are not effectively disinfected. 17-126 Table 17 - (Cont) STATE OF NEW YORK SURFACE MATER QUALITY CRITERIA Water CRITERIA classif- ication Conditions Allowable Limits B 3. p1I Range between 6.5 and 8.5.. 4. Dissolved oxygen For trout waters, not less than 5.0 parts per million; for non-trout waters, not less than 4.0 parts per million. S. Toxic wastes, oil, deleter- None alone or.in com- ious substances, colored or bination with other other wastes or heated substances or wastes in liquids. sufficient amounts or -at such temperatures as to be-injurious to fish life, make the waters unsafe or unsuitable for bathing or impair the waters for any oth- er best usage as det- ermined.for the spec- ific waters which are assigned to this class. NOTE: Refer to,No. 2 under Class AA, which is also applicable to Class 3 standards. C 1. Floating solids, settleable lone which are readily solids, sludge deposits. attributable to sewage, industrial wastes or other amounts of these constituents in recei- ving waters after opp- ortunity for reasonable dilution and mixture with the wastes dis- charged thereto. 2. pII Range between 6.5 and 8.5. 17-127 Table 17 - 8 (Cont) STATE OF NEW YORK SURFACE WATER QUALITY CRITERIA Water CRITERIA Classif- ication Conditions Allowable Limits C 3. Dissolved oxygen For trout waters, not less than 5.0 parts per million; for non- trout waters, not less than 4.0 parts per million. 4. Toxic wastes, oil, dele- None alone or in com- terious substances, bination with other colored or other wastes or substances or wastes heated liquids. in sufficient amounts or at such tempera- tures as to be injuri- ous to fish life or impair the waters for any other best usage as determined for the specific waters which are assigned to this class. NOTE: Refer to Note No. 2 under Class AA, which is also applicable to Class C standards. D 1. Floating solides, settleable None which are readily solids; sludge deposits. visible and attribut- able to sewage, indus- trial wastes or other wastes or which dele- teriously increase the amount of these con- stituents in receiving waters after opportun- ity for reasonable dilution and mixture with the wastes dis- charged thereto. 2. pH Range between 6.0 and 9.5. 17-128 Table 17 - 8 (Cont) STATE OF NEW YORK SURFACE WATER QUALITY CRITERIA Water CRITERIA Classif- ications Conditions Allowable Limits D 3. Dissolved oxygen Not less than 3.0 parts per million. 4. Toxic wastes, oil, dele- None alone or in combin- terious substances, ation with other sub- colored or other wastes stances or wastes in or heated liquids. sufficient amounts or at such temperatures as to prevent fish survival or impair the waters for agricultural purposes or any other best usage as determined for the specific waters which are assigned to this class. NOTE: Refer to Note No. 2 under Class AA, which is also applicable to Class D standards. SA 1. Floating solids, settle- None attributable to able solids, oil, sludge sewage, industrial deposits. wastes or other wastes. 2. Garbage, cinders, ashes, None in any waters of oils, sludge or other the Marine District as refuse. defined by State Conser- vation Law. 3. Sewage or waste effluents. None which are not effectively disinfected. 4. Dissolved Oxygen Not less than 5.0 parts per million. 17-129 Table 17 - 8 (Cont) STATE OF NEW YORK SURFACE WATER QUALITY CRITERIA Water CRITERIA Classif- ication Conditions Allowble Limits SA 5. Toxic wastes, deleterious None alone or in con- substances, colored or bination with other other wastes or heated substances or wastes in liquids. sufficient amounts or at such temperatures as to be injurious to ed- ible fish or shellfish of the culture or prop- agation thereof, or which in any manner shall adversely affect the flavor, color, odor or sanitary condition thereof or impair the waters for any other best usage as deter- mined for the specific waters which are as- signed to this class. 6. Organisms of Coliform The median MPN value group in any series of sam- ples representative of waters in the shell- fish qrowing area shall not be in excess of 79 per 100 milliliters. SB 1. Floating solids, settle- None attributable to able solids, oil, sludge sewage, industrial deposits. wastes or other wastes. 2. Garbage, cinders, ashes, None in any waters of oils, sludge or other the Marine District as refuse. defined by State Conservation Law. 3. Sewage or waste effluents. None which are not effectively disinfected. 17-130 Table 17 - 8 (Cont) STATE OF NEW YORK SURFACE .I'ATER QUALITY CRITIERIA Water CRITERIA Classif- ication conditions Allowable Limits SB 4. Dissolved Oxy .gen Not less than 5..0 parts per.million. 5. Toxic wastes, deleterious '.-Ione alone or in combin- substances, colored or ation with other sub- other wastes or heated stances or wastes in liquids. sufficient amounts or @at such temperatures as to be injurious to edible fish or shell- fish or the cultureor propagation thereof, or which in any manner shall adversely affect the flaNror, color, odor or sanitary condition thereof; and otherwise none in sufficient amounts to make the waters unsafe or un- suitable for bathing or impair the waters for any other best usage.as determined for the specific waters which are assigned to this class. SC 1. Floating solids, settle- None which are readily able solids, sludge visible and attributable deposits. to sewage, industrial wastes or other wastes or which deleteriously increase the amounts of these constituents in receiving waters after opportunity for reason- able dilution and mix- ture with the wastes discharged thereto. 17-131 Table 17 - 8 (Cont) STATE OF NEW YORK SURFACE WATER QUALITY CRITERIA Water CRITERIA Classif- ication Conditions Allowable Limits SC 2. Garbage, cinder, ashes, None in any waters of oils, sludge or other the Marine District refuse. as defined by State Conservation Law. 3. Dissolved Oxygen Not less than 5.0 parts per million. 4. Toxic wastes, oil, dele- None alone or in com- terious substances, col- bination with other ored or other wastes or substances or wastes heated liquids. in sufficient amounts or at such tempera- tures as to be injur- ious to edible fish or shellfish or the cul- ture or propagation thereof, or which in any manner shall ad- versely affect the flavor, color, odor or sanitary condition thereof or impair the waters for any other, best usage as deter- mined for the specific waters which are assigned to this class. SD 1. Floating solids, settle- None which are readily able solids, sludge visible and attributable deposits. to sewage, industrial, wastes or other wastes or which deleteriously increase the amounts of these Constituents in receiving waters after opportunity for reason- able dilution and mix- ture with the wastes discharged thereto. 17-132 Table 17 - 8 (Cont) STATE 0F NEW YORK SURFACE WATER QUALITY CRITERIA Water CRITERIA Classif- ication Conditions Allowable Limits SD 2. Garbage, cinders, ashes, None in any waters of oils, sludge or other the Marine District as refuse. defined by State Conservation Law. 3. Dissolved oxygen. Not less than 3.0 parts per million. 4. Toxic wastes, oil, dele- None alone or in combin- terious substances, ation with other sub- colored or other wastes. stances or wastes in sufficient amounts to prevent survival of fish life or impair thewaters for any other best usage as determined for the specific waters which are assigned to this class. 17-133 Table 17 9 STATE,OF NF317 JERSEY SURFACE WATER CLASSIFICATION Water Water Type Class Definition Fresh FW-l Fresh surface waters designated by authorized State Agencies as being set aside for posterity. to represent the natural aquatic enviroranent and its associated biota. FW-2 Fresh surface waters approved as sources of pub7 lic potable water supply. These waters are tq be suitable for public potable water supply af.- ter such treatment as shall.be required by the State Department of Health.. These waters shall also be suitable for all.r'ecreational purposes including fishing, the propagation of native fish species desired for angling and otherfish and aquatic life necessarythereto as well as any other reasonable uses. FW-3 Fresh surface waters suitable for all purpose$ provided for under Class FW@2 except public .potable water supply. FW-4 Fresh surface waters except as provided for under Classes FW-1, FW-2, and FW-3. These waters are to have limited recreational value and'ordinarily not be acceptable for bathing or fishing but shall be able to maintain some fish life even though they may not be suitable agation of fish. These waters shall tor the prop not be an odor nuisance and shall riot cause dam.- age to pleasure craft having occasion to trav-@ erse the waters. Tidal TW_l Tidal surface waters suitable for all recreat- lonal purposes, as a source of public potable water supply where permitted, and, where shell@ fishing is permitted, to be suitable for such purposes. TW-2 Tidal surface waters h aving limited recreational value and ordinarily not acceptable for bathing or fishing but, suitable fp:r fish survival al- though perhaps not suitable for fish propagatiOn. These waters shall not be@an odor nuisance.anA 17-134 rable 17-- 9 (Cont) STATE OF NEW JERSEY SURFACE WATER CLASSIFICATION Water Water Type Class Definition shall not cause damage to pleasure craft hav-' ing occasion.to traverse the waters. TW-3 Tidal surface waters used primarily for navi- gation, not recreation. These waters, although not expected to be used for'fishing ' shall pro- vide for fish survival. These ro!aters-.shall.not be an odor nuisance and shall not cause damage to pleasure craft traversing them. Coastal CW-1 Ocean-surf waters expected to be suitable for recreational use. 17-135 Table 17 -9 (rnnt) STATE OF NEW JERSEY SURFACE WATEI@ QUALITY CRITERIA. Water CRITERIA Classifi- cation FW-1 These waters shall be maintained, as to quality, in their natural state. Conditions Allowable Limits FW-2 1. Floating solids, settleable None of which are notice- solids, oil, grease, arti- able-in the water or are ficial coloring matter and dejposited along the shore turbidity or'on the aquatic sub- strata in quantities detri- mental to the natural biotA. 2. Toxic or deleterious sub- None which would affect stances (including mineral humans or be detrimental acids, caustic alkali, cya- to the natural aquatic nides, heavy metals, carbon biota. dioxide, ammonia or ammon- ium compounds,-chlorine,, etc.) 3. Odor and taste producing N6:ne which are offensive substances. to humans, detrimental to the aquatic biata or capablo of producing offensive tastes and/or odors in w ter supplies and fauna used for human consumption. 4. pH. Between 6.5 and 8.5 unless naturally outside thereof. 5. Dissolved oxygen. N6t less than 5.0 P.P.M. f6r trout waters; other- wise 4.0 p.p.m. 6. Thermal discharges. None which detrimentally a@fect the natural aquatic biota, or reasonably ant" cipated reuse of the watvfO@ 17-136 Table 17 9 (Cont. STATE OF NEW JERSEY SUIITACE WATER QtALI@P'f CRITERIA Water CRITERIA Classifi- catIon Conditions Allowable Limits FW-3 1. Floating solids, settle- None which are noticeable able solids, oil, grease in the water or are de- @and turbidity. 'pIOsited along the shore or on the aquatic substrata in auaritities detrimental to the natural biota. 2. Toxic or deleterious sub- None which wbuld affect stances (including mineral humans or be detrimental acids, caustic alkali, to the natural aquatic cyanides, heavy metals, biota. carbon dioxide, ammonia or ammonium compounds, chlor- ine-, etc.) 3'. Color, odor and taste pro- None which are offensive ducing substances. to humans, detrimental to the aquatic biata or cap able of producing offensive tastes and/or odors in fauna used for human con- sumption. 4. pH. Between 6.5 and 8.5 unless naturally outside thereof. 5. Dissolved oxygen. Not less than S.0 p.p.m. for trout waters; other- wise 4.0 p.p.m. 6. Thermal discharges. None which detrimentally affect the natural aquatic biota, or reasonably anti- cipated reuse of the waters. 17-137 Table 17--@-9 kuont) STATE OF NEW JERSEY.SURFACE WATER QUALITY CRITERIA Water CRITERIA Classifi- cation conditions Allowable Limits FW_4 1. Floating solids, settle- None which are noticeable able solids, oil and grease. in, the water or contribute to the formation of sludge deposits along the shores. 2. Toxic and deleterious sub- None in such concentrations stances., as to cause fish mortality or inhibit their natural Migration. 3. Taste and odor producing None which shall be of- substances. fensive or that would detrimentally Affect fin- fish, shellfish or other aquatic life in higher quality receiving waters. N14ther shall it inhibit the natural migration of fish. 4. Dissolved oxyqen.@,, Nbt, less than. 50% satura- t:-'ton. 17-138 Table 17 9 (Cont) STATE OF NEW JERSEY SURFACE-WATEli QUALITY CRITERIA CRITERIA 'Water ClasSifi- cation Conditions Allowable Limits TW-1 1. Floating solids, settle- None which-'are noticeable able solids, oil, grease, in the water or are de- scum and turbidity. posited along the shore ata or on the Aquatic substr in quantities detrimental to the natural biotd. 2.'Toxic or deleterious sub- None which would affect stances,(including mineral humans or be detrimental 'acids, caustic alkali, to the naturalaquatic cyanidesi heavy metals, biota. carbon dioxide, ammonia or compounds, chlor- :.ine, etc.) 3. Color, odor and taste pro- None which are offensive ducing substances. to humans, detrimental to the aquatic biota or capable of producing of- fensive tastes and/or odors in water supplies and fauna used for human consumption. 4. pH. Between 6.5 and 8.5 unless thereof. 5. Dissolved oxygen. Not less than 50% of saturation. 6. Thermal discharges. None which detrimentally affect the natural aquatic biota, or reasonably anti- cipated reuse of zhe waters. 7. Coliform bacteria. The median MPN value in shellfish growing areas shall not be in excess of 700 per 100 milliliters. 17-139 Table. 17.- 9 (cont) STATE OF NEW JERSEY,SURFACE WATER QUALITY CRITERIA Water CRITERIA Classifi- cation .Conditions Allowable Limits Tw-2 Floating solids, oil and None which are noticeable grease. in the water or contribute to the formation of sludge deposits along the shores. 2. Toxic and deleterious sub- None in such concentrations stances. as to cause fish mortality or inhibit their natural migration.. 3. Taste and odor producing None which shall be of- substances. fensive or that would detrimentally affect fin- fish, shelifish.or other Aquatic li'fe in higher quality receiving waters. 4. PH@' Between 6.5 and 8.5 unless iiaturally outside thereof. .5. Dissolved oxygen., Not less than 50% satura- tion. 6. Thermal discharges. None which detrimentally affect reasonably anti- ...cipated reuse of the waters. 17-140 Ta,bI e17 - 9 (C'Ont) STATE OF NEW JERSEY SURFACE WATER. QUALITY CRITERIA Wa t e r CRITERIA 'CI assif i- ,ation Conditions Allowable Limits 4 -3 .1. Floating solids, settle- None which are noticeable able solids, oil and in the water or contribute grease. to the formation of sludge deposits along the shores. -2-Toxic and deleterious .,None in such concentrations substances. as'to cause fish mortality or inhibit their natural migration. 3. Taste and odor producing None which shall be of- substances. fensive or*that would detrimentally affect fin- fish, shellfish or other aquatic life in higher quality waters. 4. pH. Between 6.5 and 8.5 unless naturally outside thereof. 5. Dissolved oxygen. Not less than 30% of saturation or 3.0 p.p.m., whichever is less. 17-141 Table 17 - 9 (Cont) STATE OF NEW JERSEY SURFACE WATER QUALITY CRITERIA Water CRITERIA Classifi- cation Conditions Allowable Limits CW-1 1. Floating solids, settle- None of which are notice- able solids, oil, grease able in the water or and turbidity. contribute to the form- ation of sludge deposits along the shores. 2. Toxic and deleterious None which would affect substances. humans or be detrimental to the natural aquatic biota. Color, taste and odor None which are offensive producing substances. to humans, detrimental to aquatic biota or capable of producing offensive tastes and/or odors in fauna used for human con- sumption. 17-142 17 -9 (Conz) STATE OF CON14ECTICUT SURFACE WATER CLASSIFICATION WateL_nZe Water Class Water Uses Inland A All water uses including potable supply with appropriate treatment B Bathing, other recreation, agricul- ture, industrial cooling, fish and wildlife habitat, potable supply with appropriate treatment. C Recreational boating, selected industrial, cooling, fish and wildlife habitat. D Navigation, power, selected indus- trial, cooling, fish migration. Waters not suitable for any purpose. Coastal SA Water contact sports, shellfish and harvesting. Marine SB Water contact sports, cooling, fish andwildlife habitat., SC Aquatic wildlife habitat, boati-ng, cooling. SD Navigation., power, selected cooling, fish migration. 17-143 Sumary Table 17 -8-0 17 .SURFACE WATER CLASSIFICATION. SYSTEM COMPARISON FOR NEW YORK, NEW JERSEY AND CONNECTICUT State General Water Type New York New'Jersey Connecticut Water Uses FW-l Posterity AA FW_2 A Drinking A B Fresh*Water B rw-3 Bathing C C Fishing D Pw-4 D Limited Recreat- ional and/or Industrial E No use Drinking Tidal SA TW_l SA Shellfish and Coasta12 j Waters SB SB, Bathing SC TW-2 SC Fishing SD TW-3 SD Limited Recreat- ional and Industrial Coastal CW_l Recreational. Waters2 Notes: 1-. Water use may be that listed or any of lower classification. 2. New Jersey distinguishes between tidal and coastal waters. 17-144 SVT-LT Cl? CY 0 :x 0pi ::I @J Fl- to q to Ea o min 0 01 .- m En En tv w w tzi rt- ri-0 M rt- 0 0 (D P- 0 . o rt 5 0 - r .H to ki 0 t-h m (t rt* " " 01 p @r ;@ tv (D 0 M o @J m 0 0 0 0 0 rr, 0 H- (D cn . H Fi ft 0 0 ct rt In 0 H. 0 v rt ct ft 0 (D 0 :J (D M 0 rt ;v tj I m cn M rn FJ tj 0 W@ 0 0 0 m z En :3 5 rj " 5 ;9*m m 0 t:r 0 H Fb @t 0 0 rt (t cn (D 0 (D CD ::$ 0 @r to (D ri P) V H- (D :R: uI En En M 0. F1 U) [a W0 0. P. SD 0 i-4 0 ct 0 Fl- (D Di (D :3* ::r 0 n o 4 Ft M fu su @d cn m5 !5 " (A :X 0 P. 0 0 PI m 0 0 Pi ct, Cr -" & C: V It r, 0 ri :s 0 tr pj H = I-t Qj aj (A to o Di m w H .to H (D tr CD 0 C. 0(D 130 En 0m (D :3n t74 Lq0 CD to0 0 rr0-1 -- (D 0 z Z C? :I . 0 o o 0 0 0 H 0 0 0 0 o ts :3 :3 0 0 :3 t3 @-3 Q (D (D M 0 (D 1-4 (D (D (t 0, (D (D (D ID rt 1"4M (D H w F1 In 0 0 'D02: l< H. H.0 C> rt 0 C@ bi Ul to %D C> a% Ln c@ to H Ln ko w VI C> 0 ko ca -ft - - - ------- W zto to ON Lq 01 %.0 Ln (D0 Lq kn -j 0) to VI ko ), -0 C) C, CD C> C> C> co tt w w 0 En , 0 , C', 'o L" m ON C@ o,n C@ I @e @ rD E0, 00 su e. W @-3 W W :4 0 0 su P- 0 0 (D 0 0 ru ::r -H C11+1 10, OZ (t En 0) 0 @L (D - 0 0 0 :c 0 iL a ct ft 0 D) t2l, 5 ::% W PV ji 0 :Y 0 0) @r tx w @l P) (D 0 Aj @v A) 6) :3* po (D En tr 0@ m Ul. H tr V w 0 0 (D S)i 0 :j 0 CA 0 0 H ft 0 ::s - H En rt 0 h rt ol h 0 CD 0 ft rt (D cr 0 0 0 :j LQ .4 0) V rt n (D (D 0* oj tr 0 (D 0 Lo tj :1 03 m :3, 0 o n) (D (D (D 0 0 Z (D :j 0 @l 0 51 0 0 w 0 PC ty (D (n (n :5 tr m ul Cr ED La En 0) CD W 0 :3 0 0 0 (D 0 0 0 0 0 w 0 Ul @j 0 0 0 (D 0 a a 0 0 H oj 0 4 Q rt* & ct: to :z & rr ft, m 0 1w: of .4 " 1 0 w (D @d tr H A) H 0 .H , P. 0 tr 0 p- tlj 0 0 Fj ft (D (D (D 0 N Fj F; @j w w ITJ M m (D (D (D H x n 0 0 0 Z Z Z o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13 :3 :3 ts m 'o -, 1 :3 ti IZ tj (D (D Di (D ti (D (D (D oj pj (D (D (D ru J W Ln 0 w Ul Cl Ln Li Ul @j a% Co 0 3t@ 0 @A w CD I-j Ln lko 0) Ln CA W cr -:1 0. vi ft (D co w 0 t) t2- 10 w Li m a @-j " t- 1 %@o m a C) 0 0 0 CD Li m 0 40 Ln C; C) cn 10 0 40 0 0 0% 0 En Table 177@-10 (cont.) Vol. Of Waste P.E. of SS, Basin/ Existing Disch. (MGD) B.O.D. /Day County Municipality Receiving water Treatment Winter Summer Winter Summer- 1.17 Penobscot Milford Penobscot River None 1 (est. yr. 1828 Old Town Penobscot River None .850 9057 Orono -Penobscot River Secondar 1.84 1000 Bradley Penobscot River None 1010 Veazie Penobscot River None .23(est.yr. 1556 200nI Bangor Penobscot River Primary 11.0 20,000+ (partial) Brewer Penobscot. None 5.2 9300 Holden. Subsurface Septi Herman Subsurface Septic Hampden Penobscot River None 3.0(ost. yr. 4700 2000) Orrington Penobscot River N one 27010 117 Iiancock Bucksport None .275 3800 Penobscot River 117 Waldo Winterport Penobscot River None .14.(est.yr. 1954 Frankfort Penobscot River None 620 116 Kennebec Waterville Kennebec River None 1.79 Winslow Kennebec River None .500 Augusta Kennebec River Primary 2.5 Hallowell Kennebec River None .400 00 Table 17,.,#-10 (cont.) Vol. Of Waste P.E. of SS, Basin- Existing Disch. (MGD) B.O.D. /Day County municipalitA Receiving Water Treatingnt Wintex Suime-r P'i-nter surwer- 116 Kennebec -Farmingdale Kennebec River None .132 Chelsea Septic; Secondary at V.A..Hospital Gardiner Kennebec River None .800 Winthrop Augusta Sewers Augusta STP .300 116 Androscoggin Richmond Kannebec River Primary .135 115 Androscoggin Lewiston Androscoggin River Secondary 3.23 33,000 Auburn Androscoggin River Secondary 1.424 17,810 Lisbon Androscoggin River None .2Z4 3500. 114 Cumberland Portland Casco Bay None 8.9 69,000 (.39- outletsY. Fore River Back Cove Portland-Outer Stroudwater River Secondary .04 100 Co,'ngress Street I South Portland Fore River, Casco Ba None 4.1 22,000 (26 outlets) Westbrook Presumpscot River None 1.5 11,000 (24 outlets) Cape Elizabeth Spurwink River (partial) .20 Secondary W -LT x P 0 w co 10 hi a 0 0 w rt P- 0 :J 0 H @, m P* 0 vu P-!Z 0 Qj H P- @o m m fl. ts " @-a I-j 0 ro, 0@ 0 m (D @r 14 (D M ::r 0 tr (D 0 (D @r w *:$ - 9 H m m ::s ;1 0 9 ::r w 0 0 H cn ft @j :3, rn 0 F- w 0' r,t-, 1-4 Oj V (D 0 & 0 fm m FO- 0 0 (D P M @-j Fj 0 a cl I-h 0 0 m H 5 @r 0 ED ct 0 :j FJ- 0 @l 0, P. H CD I (D O'H w En 0 M F3 @o Ea 4 H 0 w 0) lu " w P-0 0 w , 0 0 m (D (a I- rf 0 Fl- 0 (a 0 10 C: 10 ED 0 V ft 10 w w 10 w 0 m (D (D 0 0 w 0 w 0 0 FlIft x 0 P- ril rt :.4 0 0 I(D m ;v w m rt L-4 H H Fl- to CD Fl- ct cr 0 ft En (D (D En En P. o (D Fj CD CD ca 0 z z 0 0 0 C; . . :3 C6 0 0 0 0 z 0 :3 :j Z 0 0 0 (D z (D (D pi OA :j pi :j 4 03 (D Pi rr z 0 I-. H. 0 :3 W ft 0 m :31 0 tn 6 w w z:4 C3 VI C. Ln C> C> 0 Q Lq w co m Ln Z w to 0 Li w (D ON 4@. 4-n Q C) 0 LI) C) Ln K) 0 C> C) @(D C) N) _< 1) tti 0) C) 0. =141!. w I U1 X C+ 0) 77 m 0. 10 ---quo C+ C. 0 0 iFIM a L.A CD -1 C- 0 Im as (D I= I =I I- 0 m .0 W1 jai P < (D (') X3 a) (D M @O 0 1 = I -.i N En z W @4 0 Z 0 N s -1 U) 0)0 pi aj 4@ H. 0 0 m 0 0 La (D uQ (D m -1 -5 1w (+ z cm ca -ft e+ CL @, H (+ r+ (D 03 (n (D 0 C+ 10) I- (D :r C) 0 m Ic+ 0 W -Ci 0 r, v H C+ I(D 1 ti (D (+ tr @_ Q. CT 0 01 @4 M C+ I n P. H Q :3 =r cu (D = C-11 0 C-) <IMI (D LQ m C+ su m I ca. C+ m cr -Irml C+ 0) m co 1W rD P) r_ 0 :z D:, tIj CL m ID iv r+ Pf ru rr 0 rr LQ m C+ w W H H W m 1-i H F1 0 Cr H 00 M 0 1- su PV 0) 0 En (n 0 = cu 9 0-1, - ID 0 m rt 0 .4 ::s 1W 0 c cr- r+ rt W rt, 0 @J IM 4,0 C+ 0 C, F" H_ H. H- :1 un 01 M :E 0 0 0 0 f+ CD 0 0 m cr tu jW rD --h 'A 0 V) su H (D m 1@ 0 H -S C-t. ; W 0 (D 0 0 H" ID 0 W W CD M CD (D (+ pi n Pi ,.(D - CLCUIM V + ti s :X C+ _j 1,,, 0 P- fD 1- 0 F1 -M S 0 -i V C@ C+ Lm. Isu 10 m 1 9 0 no (+ C+ , -5 4 H e. ell IW = . fo 0 -CM 0) ru " cu __u 0 two (A Ou I- m MIZ = W = m 0 C-t (D I (D rt- to LA m 0 H W )) _j rn 0 1 M I W rr Fj 0 0 = 0 w - 5 z 0 Fl- + C+ C+ 0 :3 'D ::S s @J 0 0 (D 0 PI 9D -4 @4 ft < p W ;00 m -1 _0 X, su 0 0 -$ 1-i % Go to :+ 0 C+ OP fD zr, W CA C> t-h CI 0 0 0 low ri. CO I_j 0 C) (D C+ -M 0 CDI C+I 0 ft ID e+ m 0 tv s t7 0 a FA, C+ C@ C) Ln C) :3 0 tri 00 C) 0 C+ 00 I-A @-s H 1-n C3 N) Lri 40 t., C+ C> ko 1:1. m 0 Lnf -1 Table 17.41"ll New Hamp'shire MUNICIPAL SOURCES OF WATFR POLLUTION Vol. Of Waste P.E. of SS, Ba5in@- Existing Disch. (MGD) B.O.D. /Day__ County Municipality Receivina Water Treatnent Winter Sumer Winter S.tup-T@ 110 Rocki-ngham Epping Lamprey River Lagoons .14 capacity 126 homes Exeter Swamscott Ri ver Lagoons 1.22 7 600 s rved Hampton Tide Mill Creek Primary 1.76 6.600 served Pease AFB Piscataqua River Primary .60 na Portsmouth Pierce Island Piscataqua River Primary 1.15 15,800 served Seacrest Village- Piscataqua. River Settlinq Tank 600 homes Rockingham County Home and Hospital Dudley Brook Secondary .023 na 110 Strafford Dover STP Cocheo River Primary 1.0 na Back River STP Bellamy River Primary na na Dover: 60 dutfalls Cocheo River none 1.6 na Basins coded in accordance with EPA and Interior designations. See text. na Not available SOURCES: Soutneastern New Hampshire Regional Planning Commission, 1972 Wastewater Disposal, Vol. 7: S.E. N.H. RPC, Exeter, N. H.; New Hampshire Water Supply and Pollution Conttol Commission, 1973, Interim Water Quality Management Plan Piscataqua River Basin - Dover Area: N. H. Water Supply and Pollution Control Commission, Concord, N. H. 16 'o t@r7 600 se ZST Ll CD C) -3 rD C) C".) co co CIO co CA Z m 00) M En EZ ts 2. S . It CD 70 -0 co rD o rD CD fl) rD I'= 0 m 0 ea -1 a- < a) n) < tn -S C-1- :E < 0 CL CL (D r_- m rt CL r:7- CD :E a' =r -1 CD < 00 in CA 0 -1 -S =r - 0 -; - =r a CD -S m <-1 a, Lo M -S = Q. 0 CD = =- - MM C ct 0 CC) 0 -1 -S 0 0 .0- 0 V) c:; 0 -S < CD CD rl-@ z -5 m co co co m (A Ln 7. M :m 0 0 0 0 0 '0 M rD m m CD rD m m (D C+ C+ C+ C+ 0 0 (D PJ 0) 03 pi Pi ol n3 CD 0 0 0 0 ;o C) 0 0 0 W P$ ap ;:u ;Tl ;L;" X, 71- 7T, X- s -S -S tr cr C7 a, C7 ;v 0) ;a Ln ;@u (D ;o ;a ;v 13 0 0 0 0 0 - = - -0 - -S - - - < < < 0 CD 0 rD (i) (j) (D CD 7- -; -1 -S -1 'o m rt rt rt W old 0 EV x -S -S -1 -5 MF- WED -a C) a 0 El 0 0 0 0 a 0 o 0 01 2) 5:u =s 0) ni =3 =5 ru = = rr H ra (D 4-S G) M (J M CD ICJ G@ =S lb 0) ra (D tr W Ul w 0 0 DO C:) (A C7 G* @x Itj rD (t o i, C) co Cll Ul CD Cj C) C (21,6 1.11 C: C.) ON 0 CD w@l C@ ,'i C) r) C) r) ci P) vi C) 1-h -0 -lj -0 a> C) cz@ C) ul 0 0 1 f@ !(D Table 17 -12 (cont.) MUNICIPAL SOURCES OF WATER POLLUTION Basin- Vol. Of Waste P.E. of SS, Existing Disch. (MGD) B.O.D. /Day Count-v ,@Iunicipality_ Receivina Water Treatment Winter Sumer Winter Su7.-me_r_ 108 Middlesex Everett Boston Harbor Primary c 11.8 b 100% pop. Malden Boston Harbor Primary c 7.5 b 100% pop. Medford Boston Harbor Primar c b 100% pop. y 10.9 Melrose Boston Harbor Pri mary c 4.4 b 100% pop. Somerville Boston Harbor 'Primary_ c 14.0 b 100% POP. c b Stoneham Boston Harbor Pri ma ry 4.4 80% pop. Winchester Boston Harbor Primary c 3.5 b 100% pop. 108 Suffolk b Boston Boston Harbor Primary a,c 189.0 100% Poo. 108 Norfolk c b 108 Middlesex Brookline Boston Harbor Pri. mary 10.0 b 100% pop Cambridge Boston Harbor_ Primary 33.4 100% pop. 108 Norfolk 108 Middlesex Dedham Boston Harbo -r Primary c 5.'l b 85% pop. Franklin Mine Brook Secondary 4.55 b 40% pop. a b Lexington -Boston Harbor Primry 6.9 66% pop. Medfield Charles River Secondary 1.522 b na Medway Great Black Swamp None 1.5 b. 2% pop.' Milford Charles River Secondary 2,8 b 75% pop. 00 co co 00 H 0 c; (n .01 ID lb 0 0 '3 CL -S CL -h @J' 0 C C+ =r Ln A=) C-) Z= 0 0 rD 0) C+ C= 0 5:u CD 0) PJ (D P) 0 0 - CD C+ 7@ C+ eD @o 0 0 0 0 CD 0 -5 =- =r 0 ci @lj 0 C LO =5 C+ 77 C'r 0 r'r CL :.rD Pi rr -n (A m co co co cu m m W co W ca co m C-) s a 0 a 0 0 0 0 0 a 0 0 0 0 0 =r 0 cr (n tn w tn (A Ln U) CA (A W CA (A Ln =1 C+ r+ C+ C+ rt, C+ r+ C+ C+ C+ r+ cli, 0 0 0 0 0 0 0 0 0 (D Vb H- CA Jai < 0 01 Pi w su 0i a) 0) w (D -S I'S -1 -S '1 -1 -S (D cr cr 0" D" a' a' 0- a' 0' 0 0 0 0 0 0 0 0 0 .0 (D rt, > CA CD (D -5 -S -S -S -1 -5 -5 "S -1 -S -S -S -1 -5 (D (D P- t-4 0 0 0 w En I= 0 0 (+ rt, su CL 5 H- 0 su 0) (D = 0 Cl) .1i C') 0 f+ [NO C:) Lin Lrl C-, Ln L" (n M @j (D :3- 0 (n C" rl%) co w kD C) (n C> %a " 00 00 fl%) C" a, 0-1 a- C, to Pa z 0 m ft (D lZI -.0 z w C@ tD to co C@ C) @j -j Olb m klt to CD CD C) 00 co CD - C) C) C) CD C) C:), En a-Z p t9 2; I ko 0 F F F F Table 17 -12 .(cont.) MUNICIPAL SOURCES OF WATER POLLUTION Vol. Of Waste P.E. of SS, Basin- Existinq Disch. (MGD) B.O.D.--/Day Counr-v Municipality Receivina,Water Treatment Winter S;Yx@er Winter Sur-mer 108 Plymouth Plymouth Plymouth Harbor Secondary 1.7, -19.000- - Marion "Aucoot Cove Secondary .27 2,000 Middleborough Nemansket Rtver Secondary 4,900 108 Barnstable Barnstable Barnstable Harbor Tertiary d .015 215 Barnstable Ground Secondary e .77 8,400 Falmouth Ground Tertiary f .029 300 9 Falmouth Great Harbor Chl ori nation - .25 2,500- Sandwich & Bourne GKO-und, Tertiary h .75 4,200 Truro Ground Tertiary .012 125 Wellfleet Ground Secondary 1.0 desiqn 300 108 Bristol Acushnet River Acushnet New Bedford Seviers None na na Dartmouth New Bedford Sewers None na 1,500 Buzzards Bay, Acushnet New Bedford River, Clarks Cove None 25.0 97,000 Fairbaven Acushnet River None .9 10,250 11.0 design k Fall River Mount Hope Bay Secondary 22.0 actual 7,500 k Taunton Taunton River Secondary 4.38 2,300 Ln 991-LI U) M.r+- M co CD UJ 14 O_ (D 0 0.- W co 0 0 kD W(A . n a* fu a ,j cn Q_ nI+ 1- IC) = = C@- = su a M %Q m m IA Irt %0 m C+ C+ C+ (D m 0 14 go M C+ 1= C) = (D M (A M to @o -S CL a (A cr@. 0i Ln ,a 2c3 -1 ;a Ca. OP CDm 0) 0 0) C+ fD M nCL =3 V) C+ 06 Cl+ - D:- (D 0 _4 C+ C+ rn m W 0 2) CL lw 0 C+ -0 FA (A 7r CA t< La -1 C+ of LA -4 < C-f- 0 V) C+ cr =r OJ C+ r_ rl) m C-) C= 0 -S F+ iw I (D Cl.-O CDa CA a- m C+ t+ a CL CL C? = CO (n. Lo -41 ZL Pr C+ -5 0 m Di = C_ --h =3 Cl+ 0 H- 'us -0 (A 0) C; IA C) (D' =-3 cr 0) m C+ CA (D (b (D 0 43 V) I (D (A C+ c) 0 0 ct 00 ;a -h z ' E3 - H (n (D C@ a X: 8+ PT- C+ RN3 ot m m 0 _h CD CL (n r M C-) 0 0 4@ 0 M m a) Ep m C" --1 -4 C). X 0 a U) 0) '"S sw rD (D tn ka. '0 V3 - = 0 0 0 0 a C) 0 0 =3 (D (D Q C C+ C Q c a m a C: Q X, @l = C+ = l< . Z3 =3 cu + - W V) Di 0. CL CL CL iw O_ Cl. O_ co N 40 -0 00' 0 :m cr . -S c =3 = (D V) a (D 0. m (D ti no __4 = tn CA C-) C, Ln ca ;a ;a = 0 0 0 "1 - - n CL 0 < < q m 0 CD (D m = m coo) -rs+ W CA 06 PC" m C+ 0 0 --1 -4 P) M -0 rt :1@ (A Qj'O 7C =r n (D (D c+ c+ CA CD Fl su C+l ZOR nm i __r a (D 'Cl) c __C@ (A (D 0cu fu x (A (D 0 fD -0 t, ko CA U) (A- (A 0. Cl+ (In -i @_t x -M CD CD 0 -- (D (1) (D m (D ).,- C) (D (A a = :0. CD (1) 0su0V) M C+ Mt IV 0 'a C) 'D 0 -S -% pi (n -0 C+,* 0 C+ C_+ C_+ C-+ =03 C_+ CIW- C; C_+ C+ rr 0 _S n 0) '1 Cl CD n M n n n fD 0 @Z m0'a 0 -3 0 ...go w -V :31.0 z -to -S (D of 0 at m m Pi m tA (D M CO a Ln rD r+ __ 0 = M < 0 sw to kD ul C+ 0) -4 (D m $- C+ (A 0 a to M CA-% H. 0 z cm rn m W cm 00 al W U) () . C+ V+ r-Q M, (D :3* C+ = 0. m m m= S= (A t7h 0 0 C+ C+ 'a :V@ cCA rD- 0; 0 ap ol 'a C+ -% M I.- to ko 4@. cn c", w C=@ tQ 01 (D (D V) m 00 (D Ct to w @4 (D 03 0. fD S (D l< (D 9b wo - -"" -5 U) . 0 - 4z - < fu %.o @ -1 1w (D =0- = m 0. cr CL -1 f" m M Im 14 H. > CD Cp C), co CD 0) Al C+ -t-- :3 0 W C"@- :m c (A 4= C) Q C@ I C) (D ft (D m = -1W --I ; 'I C+ C+ (D C+ Co (D hn 0 -0 CD 0 $Ln 0-5 m -S Ln m co 0) C> C@ C@ a 4= C)l Ul -4 w C) CD CD @1'0 0, CD C) C) C) C) -4 x w ;K- m oo 03 to 0) 0 a C) C) C@ C) CD CD cn 06 m 0) w co co C) C) CD Ul m (D 4@:@ 4= C@ C) C@ C@ CD rIll) C) Co C) Q CD CD cn ZST -L I CD C) C) cn M 0) cn ou -0 ;lq ;3 C 0 01 C -C r- EA C+ to =(A= m -:E: X: CO' C") M: x:: Ln -0 rn M :E: M, 0 W Di = cu -1 0 m w -S 0 sw 0 a 0) -S Ln 0 -S CA @s 0 Ln CA 0 -5 -S C+ -S C+ Cl+ C+ = cr 0) V) m 0 U3 0 LO m sw 0 C+ 0 Qj -5 kw -1 M ;,.7 = 0 m 0 < Ln a m < m 40 C+. =r C+ C+ + C+ m m C+ =r :r+ K z @ cu ID m -0 co ---a ca -0 co V) w -0 ca m to fu w -S sw as -5 -7% m -5 -1 ai, m im 6 aj a; aj (D 0 CD C+ -S W C-+ cl, col 0 < 0 7c, n < 0 0 r",u = 0 m ".. 2 2 0 a, ,- - ;,T- 0 ;- - , 'o m LC :E x Lo = 0 x X x (A (n M W = V) CL (A (A (D 0) - CD (D m Ln C+ (D C+ ;T' (" CD C+ C+ C+ :3 ;a C+ ci* C+ a 0 = 0 0 = 0 0 ;a W tA Ln - = n = 0 = ;a= 0 = = . Fl- m CD C-) CD < Qj ;a ;a M M (D M -- (D (D rD m ct C+ n 0 C+ (1) -5 - - < rD C+ 0 < C+ -1 17 < < a = = = m ;a = = = -1 0 r+ < m a CD CD m - -5 - - - - 11 o C" (D co I -S -5 -S -S < < < < < :rl o. H (D (D (D m (D (D rD m P) m -5 -S -S Is -S -S -S fl, H ca 'Ca C3 co W 0) ri 0) tn (A Ln OA 0 CA -0 -0 (A LI) Ln CA C/) U) (A x t74 M -S -1 M (D CD CD CD M M e.D P. 0 - 5. 0 0 0 n 0 0 0 w En C: a 0 0 0 0 0 0 0 0 rt Cl. m m m m m Q. m m o- m 0 jw IW 0) a) W sw aj (D r+ 00 :s EA I rt ai m (D 4@- M 0; 0 CD Q 4- 00 0 0) tj En r%j M W 41- (n C@ C) Ln. tD -.0 C> Po w CD rIO CD CD CD m m Ul C) @4 C@ CD CD LI) 0%1 Ln CD CD C@ C) co 0 m CD CD C" C@ Cl 0 C) C) CD C) C:) c) C:)_ c) z . - - -@4 @0) '@,C; , ,. CD- b.Q zPQ alz &a (A a@k 41@ m W m -S 0 r*j -5 0 -.1 0 B 06 CD m < LA M a (D <(D m < (D En lw 0 0 0 0 0 roc) 0 < -< < < < < Pal su a) oj CD op Q 0) C) W-Q C@l cn Ch "0 0 g, tn 0 (D -S m !rt, tj C+ U:3 ct C) iw C-) rn 0 up W it C+ cm C, < W ;a tn =Q) 0) 0 cl =r M - n =-3, C: t, V+ 0 =(A0 M Ct' am. IMP m -1 (D m 171 lr+ C+ (D c LO gi -I C.Ce= 0 C+ CL pj tn C+ 0 C+ (D kw 03 c :01 W (D CL - -S ID -0 C+ C+ C+ z-- m ci =r su P) a su OJ -h C+ 3 (A C+ C+ :3 0 rm -3 C+ n .0 C = -S -0 ai =r CD 0 > -0 C+ CD m t7j 4M =Z :t. 0) in 0 0 Cl+ Al Q:@ 0 - 77 H, tn. oj Qj CD CL -S CD CL aI= C.+Cm 21* w QU) @ V+ (D CL - U3 CD h C+ C+ co 0 (D -S CD =r rL C-) -1 cr -S IV m(D "IM #A.-D C+ 0) 0ct -h -5 C+ C) C+ 07 CL m (A co0 to C-) -% 0 C+ Ap 2 tw CA C+ Lq IA (A - -0 a C+ 9) 0 -S -S m 0) CD -4 OP S+ C/) w =12 (D @M (D m i+ Me 0 cf* CD -0) C+ tw ca En m (D :3* -3 CO 14 Ju Clw 4@b Ch C+ aj 0j, CL 0 CD .-.m C+ rA (A C+ W (D in co n 0PA 0 CD C@ -4 Z bk t7 Cn Table 17,,44 LONG ISLAND -SOUND MUNICIPAL SOURCES OF WATFR POLLUTION Vol..Of Waste P.E. of SS, Basin-. Existing Disch. (MGD) B.O.D. /Day Coun tv. .1-1unicirali-ty_ Receivina Water Treatment @1 -in t e r Sumer Winter S urr-me r rONNECTICUT 105 New London Jewett City Thames River Basin Secondary 2.8 -Groton @Town) Thames River Basin Secondary .66 Groton (City) Thames Ri ver Basi n Secondary- 1.81 New London (Trumbul 1) Thames River Basi n Primary 2.87 New London (Riversid& Plant) Thames River Basin Primary .50 Norwi ch Mai n Thames River Basin P ri ma 4.27 Norwich - 01 do Thames River Basin P H m.a ry .167 Sprague Thames River Basin Secondary -.816 Mys ti q Thames River Basin Secondary 104 Mi ddl'es ex- All on Connecticut 00,000 a Hartford -River in Connecticut -Connecticut River 3 1U3 New Haven Coastal Basins. 1.48 Branford Conn. Secondary Wallingford -Quinnipiac River Basit Secondary 3.38 Meriden Quinnipiac R. Basin Secondary 3.67 102 New Haven North Haven Quinnipiac River Secondary 3.0 New Haven-Boulevard Coastal-Long Is.Sound Primary 15.60 New Haven-East Street Coastal-Long Is.Sound Primary 15.50, Ne4 Haven-East Side Coastal-Long Is.Sound, Primary 10.55 ko 091 C) ntu -n c ;I C+ CD 0 :z 1C CII) -in w )r- C:) cn 0 M =r ap. -S CC. m Ln C+ --5 CL cx ct 'a C+ La Cl+ 0, H, 1w - 0 0 m -+b -1 PC* -S CD a 0 -5 CL C4, 0 0 -1 90 1 < -S M 1 E" ro (D W 17 7 m CD -a :x -'s C+ C+ 0 (D CA L11 Ia. Ck. -3 06 CL C-) C-) C-) n C") Cl) C-) 0 0 0 0 0 a 0 w 0 0 0) . 01)8 c lw 0) su c r_ r_ I C Ln V) V) W W (Al 4A (n Lo (A (A V@ IA W Ln CD IC+ C+ tu C+ C+ w 0 W w @+ w p C+ IMP C+ C+ C4 C+ C+ su Cl+ Cl+ A) C) 0 a 0 C) CA r r U) 0 0 0 C; to LO m ;a LO .0 ;o :0 -0 Cl) C"l In LO < 'D gu 9)) W ta M (A IA 4A cc M w CA (A (A ft Ln cu 0 ju Ir+ r+ rD C) w W 10 U) CA zn -1 @A I C' C) 0 0 0 0 0 a Z3 a- cx CL CL m Ck. CL Ca. 0 CA CA (A C^ (A tn (n (A -a- '-S (D CD -1 x (D m m CD (D m (D M CD 0 n 0 0 C) 0 n 0 0 0 0 0 (D i-- 0 FA 0 0 0 0 o 0 a o 0 0 0 0 a Pit U) =3 su = su =3 0) rr CL -1 CL CL CL rr CL Im. CL m Ck. CL Cl. 5". IMP su Do a) 00 @u 03 pi aj aj lw 0 (D z CT -z @z @j r :n@ Co 0 rt'0 (D :3' @4 0 Cn to Lin 0% OD cri -4 IM Cn .4 4Ln 01. Im rNa (A -4 Un 4:b C:) tn rl.) M C) CD -4 (n C: C+ to po :j 0tri rt- m tv a En @ID 0 Table 17 14 (cant LONG ISLAND SOUND MUNICIPAL SOURCES OF WATEFt -POLLUTION Vol. Of'Waste P.E. of SSI Basin- Existinq Disch. (MGD) B.O.D. /Day Countv Municipality_ Receivinq Water Treatment Winter Summer Winter Sumzngr. CO'NN.. (Cont) 102 Fair1cfeld Dari en Coas tal- Long IS.Sound Primary 1.42 'Stamford Coas tal Long Is.Sound Primary 16.00 Greenwich Coastal-Long Is.SQund Secondary 9.19 All SEcondary in Conn listed above Secondary 84.41 105,600 All Primary in Conn. listed above Prima@y 97.95 629,000 NEW YORK 133 Westchester Port jChes-ter Coastal-Long Is.Sound P ri wary 4.4 Blind Brook Coastal-Long IS.Sound Primary 1.9 Mamaroneck Coastal-Long Is.Spund Primary 16.9 New Rochelle Coastal-Long Is.Sound Primary 11.5 133 Nei York City Hart Island Coastal-Long Is.Spund P ri mary 1.0 13,3 Queens Belgrade Coastal-Long-Is.Spund Secondary 1.34 Westchester, Queens, N@, Y. County Summary Primary 35.7 208,400 133 Nassau Great Neck Long Island Sound Secondary .99 Great Neck Long Island Sound Secondary 2.56 Port Washington Long Island Sound Secondary .2.63 Roslyn Long Island Sound Secondary .42 Glen Cove Long Island Sound Secondary 5.06 Table 17,- 14 (coat.) LONG ISLAND SOUND 14UNICIPAL SOURCES OF WATER POLLUTION Vol. Of Waste P.E. of SS, Basin- Existing Disch. (MGD) B.O.D. /Day 'municipality Receivihq Watpr Tr Countv. eatment 0-inter Sxumer Winter S [email protected]. 133 Nassau Lonq Isla Secondary 1.2 P2ster Bay nd Sound 133 Suffolk Huntington Long Island Sound Secondary 1.2 Northport Long Island Sound Secondary Port Jefferson Long Island SoRnd Primary 1.24 Greenport Lonq Island Sound Primary .29 Nassauj Suffolk Secondary 15.55 -1-- OD7- County Summary 1.53 rimary 9,UU0 a From.1960 data' Being upgraded to secondary SOURCE: Connecticut Department of Environmental Protection, Division of Water Compliance, draft report to 'N6i ng and River Basins Commission for Long.Island Sound Study, 1974; Department of Interior. FWQA, 1970, Comprehensive Water and Related. Land Resources, Connecticut River Basin, Appendix D. E9T-LT Cl W.,F- 0 0 C: LA 0 rm Ck. ;a = 0 m R W C2 LO) cm =r GI 7< L< I rn Ln a 1:3 -< I @ c -4 0. tn. o C+ -1 .=r m CL ;v* C+ X m @O 'I -S ". M in lr+ 10 C+ (D cu 0) CL -S C+ -5 C+ mm lw (D CL 0 m 0 C+ m 74r m M Ct C+ 4r+ pi (+ -S I tn :@3 :4 z- 0 fw m r,a = CL 00 H rn H 3D. 0 ri) .c 0 =;a ;o -4!3 .= = C-_ r w a (D 0 ca W) 0) 0) c cu @o .10 CL, H .!F. -1 -1 -5 m CL - W (-D P C) S %D -< a 0 0 @4 03 0 0-P. :3 -S m En h rn ca m m 0) La LO -h In !+ et rt (D co 10 tn SU f-4 co m CA cr m -i @j rj P- -A- 2.0 -3 Ln -v Ln -0 (,n -0 LA M (n Ln -u tn C/) Er (D -S (D, -5 CD -S M-l (D m -S m m Fl x CD C) Ct - (') -, r) 't - C) - (-, C) - 0 0 (D t- mc 1 0 m a 0 (D a 0 (D a 0 a 0 os 0 0 En = g = a 0) = a. OJ Z IW = 0) = cr m Q-MQ 0-,Q C16 CLQ a 0- ai w icu QP lw F6 -S -S 71 -1 (D cs C+ CA v@ CA (A C,5 (A V) (A (A V) --1 -4 --1 -4 -4 --4 ---1 -4 --4 --A -4 0 -V -V -v -C -0-0 -0 4v 1-0 m 0 P- P- 0 0 M F@ w rl) r%3 rt 0 :3 C+ -gh -4 4b- @j (" C@l m :3* I C+ 0 C@ oo--F@lm. --LOW- 14 CD CD -S ;@O 6:P- 4- 6 6 6 Oa w C:) 0% 00 00 -j (n -.Co 0 :5 0 tA 9+ -n V Co@ P- Cn M 4M 00 C2 @ oo w 4h C) %0 4@. - mw% c), 'I Z , W M W (D tn W M -4 %0 C3,1J.'' C@ CD 0. - . . . . . ... w . . . " (=p @j P. 1;5 W M C) JC@ C:). SM (n C@ Co Co C) C) a w CD a C) a En Co C> C) 40 10 C> Q C@ C@ ICD su (n Table, 17 -16 RARITAN BAY - METROPOLITAN,-NEW YORK MUNICIPAL SOURCES.OF WATER POLLUTION SOURCE: TRI-STATE TRANSPORTATION COMMISSION, 1970, MANAGING THE NATURAL ENVIRONMENT: TRI_-STATE REGIONAL PLANNING COMMISSION, NEW YORK, N. Y. East River: Bronx: 300 MGD Nassau County: 20 MGQ Queens County: 140 MGD Kings County: 100 MGD Manhattan: 100 MGD Hudson River: New York County: 60 MGD Manhattan: 200 MGD Hudson County: 60 MGD Newark Bay: Hudson County: 100 MGD Staten Island (Richmond County): 20 MGD Upper Bay: Kings County: 100 MGD31 10"0 MGD Hudson County: 240 MGD Richmond County: 20 MGD Jamaica Bay: Kings/Queens Co: 200 MGD Rockaway: 40 MGD Arthur Kill: Middlesex-Union Co: 60 MGD Raritan River: Middlesex County: 60 MGD Raritan Bay: Staten Island 20 MGD Monmouth County: 20 MGD 17-164 .Table 17 -.17 RARITAN BAY - METROPOLITAN NEW YORK MUNICIPAL SOURCES OF WATER POLLUTION SOURCE: INTERSTATE ELECTRONICS CORPORATION, 1974 DRAFT,. COASTAL ZONE WATER QUALITY 'MONITORING: U.S. E.P.A. (Figure 2-2) East River: Bronx: 149. 1 MGD Secondary Queens County: 254 MGD Secondary 161.3 MGD Intermediate Hudson River: Hudson County: 2.1 -MGD Primary Upper Bay: Hudson County: 81.2 MGD Primary Jersey City: ? Kings County: 100.3 MGD I ntermedi ate Newark Bay: Essex County: 250 MGD Primary Jamaica Bay: Queens County: 89.2 MGD Secondary 63.8 MGD ? 89.2 MGD Secondary Rockaway: 19.0 MGD Secondary Raritan River: Middlesex County: 112. MGD Primary Raritan Bay: Richmond County (Staten Island): MGD ? Monmouth County: 3.2 MGD Primary Arthur Kill: Union County: 76. MGD Primary 17-165 991-LT 0 9D W 0 0w :j: -:to w Po @-i in w w 010. it 0 w P, w N to 0 @o SU aw 0 H ki FA fL :3 M 0 H- 0 :4 0 0 Z N P. M (D lu :E 10 0- Ili p V :4 (D 0 W H cr 0 0 :3 010 0 0to to r) 'd 0 No 5 o 0 M P- (D PO 0A Ph 70 0* 0 :1 0 (P m fl. %Q 0 to qQ ct ft 0 En 0 ti 44 (n (n P- 0 0 Fl, m 0 0 0 v to 0 (D W to .14 tb ta Ea ft 0) pp 0 W 0 0 rn 0 :3 x P. 0 in w 01 tr m , I 0 VO UO ft fo (D M En W M WM 10 0 DO t.1 go lb rt W, w0 lu 0 M t@ rg HW m H CA m 0 W :3 w q (D 01- 0 0 to Al m 0 H:3 1 M (D it ct- Pi ftj LQ m In I.- I (D m It A; ct m ft Al $4 0 Or rt to :3 0 44 to pr P) C> tj Z *0 *H 6 6 @j 0% Ln 1-0 6 0. 'M H 0%, bi 0. co w w w m u C3. C, Cp C@ 40 C, 0@ bi W C@ Go Ln vi 0 Ch w 0% Ab -4 w Z w Ln r. w Z Z kn C2 L" L" Ln Ln li Q 0 0 kn ll@ #A CO C> C. Ln kv Q :0 Ul L" 0 En Ch Z 0. H F- CO CR Ln 'NJ 0% a o w Ln CO Cl o o P% . ft C; Im 0 0'" 0- cr 6 IT 6 'Wo'6 in CL 061, ec 4 M m14 m z rt go z z rt rt 1 S 00 vM 8 0 0 8 Table 17.1-18 (cont.) Vol. of P.E. of Other J@X-Isting Basin/ Receiving Waste B.O.D./ P.E- Of. Charact. of Treat-. day SS/day County 'Industry Town Water MGD Discharge ment 117 'Hancock St. Regis Paper Co. Bucksport Penobscot _12 -75,000 310,000 primary River proposed 118 Waldo Belfast Beverage Belfast To municipal Belfast Canning Co. sewage treat Penobscot Frozen nent plant Lockers, Inc. Belfast Poultry Belfast Belfast Bay .8-2.0 2300 Dissolved Processing Air flo- tation Maplewood Poultry Belfast Belfast Bay 1.1 10,600 3256' 2,400 lbs.of CA.D./day Delta Chemicals Searsport Penobscot Bay 1.984 134,750 21,300 1'16 585 .lbs. All wastes Of C.O.DJday evaporated and vat discharges 118 Knox Knox Woolen Co". Camden To municipal treatment Camden Tannery Marine Colloids Rockland Rockland .704 29500 22000 High inorganic None Harbor solids, heat National Sea Prod. Rockland .0008 N/A N/A- None F.H. O'Hara Son Rockland It .159 N/A N/A None Rockland Shrimp Co. Rockla nd .450 2400 None None Port Clyde Packing to. Rockland .@00 4000 5500 North Lubec Canning Rockland .240 380.0 4200. None a Manufacturing Co. Martin Marietta Corp. Thomaston St. George .75 10,650 None Dragon Cement River 291- Ll 00 LZ 0 w m @.A 74 w 0 r@ 0 to In su 0 SD 0 m 0 0 Z I.< m cr r - :3 0 0 M 1-1 P@ ft p ce 0 < 1 8 0 Fl m ct 0 ID 0 w o o P- pi Fu 0 rt, En Ea & 0 :r (a tv Pi M P) C. In (D rt :r (D :E: 0) H. Ifo U rn p o fn 0 @j 0 p Q tt o (D H :x P. (D rt (D " " 0) m tv (D to 0 m 01 (D () x l< () ft @* 0 H o' it (D W rt, 0 th P. rt, H- (D uI 0 0 0 0 (D 0 0 -M (D H M ::$ M 0 fD td w @a w 11 W 0 0 P) wl H H to & & In Ol ;4 w P. t-3 a ft to :3@ 0 0 0 M H o' fu 0) 0 0 P to to tr & tr :3 0 (A ul :31 0 - (D (D tr H . ft cr iv 0 Pd q et 0 :01 to to tt: tj cn :3: pi 0 F, H 0 P- :3 (D P) P) D) 0 00 0 m 03 m 1 0 03 n 0, 0 0 pi w m H ct w F@ rt :3 0 0 (D 0 2 FJ rt (t H ti 0 0) (D 0 0 0 rt H. w kv ft 0 M< H:r Pi t- o 0 :3 cot IQ P-3 0 0 rt Fj (D xt 0 00 c s, t t w 0. (D %a C) 14 Ln tj u 0 0 C@ C> Ul Ln IA m0 z z La Ch t) Ln C5, Q. c 00 "1 Ln w pu 00 0 c %J CD :Do ON C) C> c Ul L" ul CO Cl 0 crt W t, z w m Ln 0 c . Go LA w @-j c @j 0 0% H En Ul L" Ln N, 0- 0 ko to th CO 0 Ln v 0 00 I_j Ln cm P, 0 fA0 () jb 0' cr 01 & m (A t4 00 z z z z W to z z -3 s-3 M 0 9 0 0 H, ru 0 0 Fl- lb 13, m :3 :3 :3 o 0 :3 On to :3 0 m m (D (D CD (D H P;' 0 ft 2) tri 0 fu 0 0 rt rt 69T -LT m @4 (D 0 0 so V@ 0 w w (D PV 0 P. 0. 0 m W rn In I'd 11) :r. rf) V) 00 to 0 m M sm rt, 5 C; I- m 0 ft m " su 0 co rt 0 W- @-l 0 0 :J 0Sal to m ft H m 0 rt, 0 ct n H (D F' & 0 V m 0 0 m 0 0 00 rt ft :4 5 ;@ 0 f-h cr 0 w :r rt Fj 0 0. m vj w w H. '0 0 cr r: il 0 H 0 a to :@" (D 0 0) 0 (D (D 0 N, rt, @l H P. (D 0 0 m FJ 0 0 :0 w 0 0 w 0 0 P. Q %Q :3 :J. t$ :3 rt C: C: to (a rn U) (D CD (D Fl- m m F@ H H CO (D ft rt 0 0 0 a 0 H ft 0 rt EA (D CD CD (D fl) CD (D m (D tr v 0 :j :1 t5 0 0 :3 0) 0) t; :3 0 0 0 0 (D (a m 0) U) (D (D m tr Cr m 1-4 rt V tr tf EQ 9) m 0) :4 0 (D P. H. P. f@- m (D (D 0 0 0 lb (D 0 0 0 '0 0 0 0 0 0 0 0 ft W, C3 0 0 0 0 rt* re rt rt ft (D 0 0 0 0 w w @u m tD pi H. Fl in z 1@ W ZZO En til Co N Cl Al I- 0 o 0 Ch Co w t) tA 4m Ch ch W A. ko C) Lq 0 C> w Ul C) I @< C, zn @6 zn ab C> 0 a 0 40 0 C) tA Cn w to ? 0, C) 9=0 Cp C) 0 C, 9.0 C2 a -.3 m h x z z Z z Z Z 10 to z z z 0 0 0 0 -0 0 0 0 h ti .0 0 0 :3 0 0 0 0 5 0 of-- :5 :3 :3 it rt (D (D a @3 (D .m m 0 14 @4 C) Tabis 17 -18 (cQnt-I Vol. of P.E of Other Ifiasting Basin/ Receiving Waste B.O:D./ P.E. of Charact. of Treat- County 'Industry Town. Water MGD day SS/day Discharge -ment 116. Kennebec Coca Cola Bottling Augusta Kennebec River .0135. None Brewer' .s Dairy Augusta Augusta Sewers .010 Primary at Augusta Inmont Corp. Winthrop Augusta Sewers 1.288 Primary at Augusta Carleton Woolen Winthrop Augusta Sewers .300 Primary Mills at Augusta 115:Androscoggin Bates Mfg. Lewiston Androscoggin 1.030 S1075 None Bates Division River Hillcrest Poultry Lewiston Lewiston Sewers .320 6,815 3,550 Us. of Screenbg C.O.D./day Raytheon Co. Lewiston Androscoggin .400 14,000 None River Juliet Mills Lisbon Androscoggin .800 11,500 PH None Falls River 3.0 4.0 U.S. Gypsum Co. Lisbon Androscoggin 1.7 32,500 p@H Falis River 5.2 - 6.7 ss- 1687 ppm Marcel Paper Co. Mechanic Little 2.0- 48,610 PH Primary Falls Androscoggin 3. 0 6,.3-10.S River Table 17 -18 (cont. P.E. of Other E79 51 s Basin/ 'Receiving Waste B.O.D./ P. E. of Charact. of Treat- County 'Industry Town. Water MGD day SS/,day... Discharge ment 114 Cumberland. American Hoist Portland Portland Sewer .032a 127 000. gpd None and Derric Co. cooling; 800 gal @er week 44 H2SOA; 200 gal'per week caustic soda. a Armour Co. Portland Portland Sewer .019 4.2100 gpd. None cooling Burnham Morrill Portland Sewer and Casco .119 a +250,000 None Co. Bay qpd cooling a Central Wharf Fisheries Casco Bay .0441@ 1 Screening Cudahy Co. Portland Seyer .011 a None Ellis Paperboard Fore River .004 a Products Thompson's Point Guy Gannett Portland Portland Sewer .013 None' Publishing H.P. Hood Sons, Inc. Portland Portland Sewer .162 a +.077 gpd None cooling .0204 +.095 gpd None cooling Jordan Meats .004 None Songo Shoe Mfg. Corp. a None Standard Romper Co. .003 a None Others (Portland) .015 None Bancroft Martin, Inc. So. Portland So. Portland Sewer.007 a ---None a Bliss-Portland Fore River .020 +184,500 cmd cooling None 0 M C Lq En to IV 1-3 0101 0 0 7. :3: 0 0 0 :r w I-. m OD 0 h tl m :3 in@ 10- tn CL - ct rt :3. W 0 5 1., a Fl. @3 fD 0 n le 0 0 @:l -a 0) t3 (D :3 0 f, LQ (D I < :j :7 rt D), CD rr to rt r I-- n 0 ti ni H 0 En su 00 :j u 0 X, sli (+ ft (D :3 0 :3 01 AP .4 111 to 11-1 (D (D Fl. H a EA to 0 0 (D to 0 0 W 0 :r 0 0 to @3 0 0 H (t 10 to to 10 z 0 0 0 0 0 0) m " ft m to F1 H H (+ @-. a 2 cl, 0 14 0 rt re rt (D< @-j no 0 w 0 tu En CD lb (b (D 2 c 2 :e I (D 9 v m H 0 h 0 x:z0 C, 11 1-1 6 U to CDP h) K) tj W p aj & CO @j C> am 0. %D m0 00 mo -V 0 M10 0 + + + + 0 + + + 0 .1t. 0 to Ol-, 0 0% 0 0 F- 0 F- F..- 0 Ul 0 to 0 Ul 0 0 0%0 0 w 0 I.-A C3, 1-0 H a Z 0 m :j 0 V 0 rt M ca %QQ Pi - " V :0 0 z rn z m z ;(n z z 0 ft (n It z cn z :3 m w 0 m 0 m 0 0 0 m V " q 0 0 0 0 rt 0 w ft cr :3 :3 :3 C+ (D M 10 '1 :1 cr C+ M M rt im - 1+ m cr I.- m Pow P to 0. Irk to Table 17 A-18 (cont.) 29 Basin/ Vol. of P.E. of Oth-er :t_y. is ting County Receiving -Waste B-O.D./ P.E. of Charact. oi Treat- Industa Town Water MGD day SS/day Discharge ment 114 Cumberland Fairchild Semicon- S. Portland S. Portland-Sewer .329 +35 000 gpd neutral- ductor Corp. cooiinq ization, chemical General Electric Co. S. Portland S. Portland Sewer .033a +9 9,_000 cjpd Cooling Pine State By-Product s S. Portland Fore River .067a _1-agoon-F Inc. qh00i,cal, Settling Sanders Assoc, Imc. S. Portland S. Portland Sewer .110a None Blue Rock industries Westbrook Brook .161a Filtering Saunders Brothers Westbrook Sewer .009, None S. D. Warren Paper Co. Presumpscot River. 25.9a Set tling a Westbrook Spinning Westbrook Sewer .020 None Sebago-Moc Co. Enterprise Matress Weyerhauser Co.. .003a None 11-3 York Strafford of Kezar Parsonfield Oisippee River .500 4250 4250 None Falls Rogers Fiber Co. Buxton Saco River .400 NA NA Cooling None .001 mgd Saco Tanning Co. Saco Saco River 1.30 66,000 90,000 40ppm None Chromei pH 5-12 S-paulding Fibre Col Milton, N.H. Salmon Falls River NA VA NA grab sample: Lagoons discharged above Spaul4ing pH 4.5; at Lebanon, Pond BOD>30mg/l Ma@ne SS-48mg/l 0 1 All Ln rt 0. tn CD 0 C+ @_ 0 00 itC in ph 0 rt (1) to (D 0 1-h 0 to ID rf t7r r+ (D ril C-) CDM (+ a= fm-0 0 V) cr.7 V) '00CD ti t4 rt, 0. C+ to .10 tj to Rp M -1 V+ 0 op to ti0 to _@- 1@ m toQ PA 0 CA -3 0 C+QOl 0 '0Z X -4w w to N3 _C+_ to a) C) .-4-11. N SU "a m C+ , ;, -S !@) J) :3 :3 0_% ts 10mQ tt cr C. V+ CD to 0-1 to :.000 W CL C+ 4D I'm 00 ,j X CIO C+ fl@ m (+ m sm CID C+ w 0 < ulW zr-- -i- t+ CO &n to t) tl) P4 cr 0 fA 0 C) I L< 0 eD f+ -S 0 rh to En rj) to -S to us *0 lot C> (AV Ck. to _h -j 0 Wei 0 0 li JA R5 0 !00 (+ 4 :4j :3 m P. tv C+ rr rV 0 0 pi 0 rl w ct :1 CL CA m C4 C3 C-,) ul (1) -V -0 a C73 0, to to IV III a, Z, "I < sw iv cm w C+ - -S C+ 0 W Ln to CZ. 0 M C-) g-) :r. CD to (D V+ I F, -S: rri Int. S: kn Ln (A 0+ -1 0 to =. @u CD -t IV -0 r- C") C-) ST, '< PA M: U, 9w ":1. -1 M =r su rr, (A Op U3 1+ to fil su I = :@ = E@ tn :3 . = - = 2 C+ D. to C+ :3 -n c --.K in. =.a 'n _-x C+ (D to - cr %U to 0 U) M :M. :0 cr cr :3 =w C-) -1 rt 'm C. t -3 m to = -0 ;@@ to Cl) ( -4) fu CA to a r, C-11 n 10 n F !lL Le Cl) 4A a# g 0 0 0 0 to < < s m (D ID to "a V a "a -j Cl+ V+ C+ C+ C+ Cl+ C+ C-f- 0 0' 0 0 0 0 00 0, m -0 tA Ol M .40, -0 a C+ C+ C+ C+ C+ C+ ct C+ rt H. "0 r+ 0 0 0 0 on to = = = = = = m < 5 L'I (A (A CA CA CA Ln (A (A 0 --1 --A --I --q --I :j --I __q -4 1 @ !t = a -C -0 "a a -V -0-0 ac C+ .0 w = r+ Cl) (D ;0 tKj CA :9 0 gn C, v (4 -n r+ Op In #A .4 M, to 0,0 m C+ C+ ID =r n C in on, M a, C+,&C+ lb cl 0 0 00 a a . m H 0 m m m to m to to 1 0" n 05 m A+ tA to &A 0 W 0 0 w Ln C+ C+ C+ V+ C+ m C+ =r n n m 0.2 $4 M al C+ 09) no sm (+ 1+ ap 9LI-LT co co ("Im co X CA 7@- rri W 0W 1A. Vb 4) 06 -h rL ID h - X rt m m0 to (D Ln Ln ;@ W (n m mCID (D Xx X 00) a 0 ct n= :@ -S CA TO 40A =s (D C+ @+ i- (A -1 w CU 00) M 0 W M -1 =5 :3 '1 (11 -1 C) IT '*" 'I CL -tn -0 0 1.32 Ul t/) 0 m 0 in. - cl. W 0V C+ I (n r_ = = CL Z w 0 Oj (1) C') U:l Lrl C-1 0 -3 0 a ru 0 _5 C) rt 04A (D 0 gu qD (D (1) La 4F@ a IA 0. [M ::@ - ol C+ m W 3. -n @nn;o t-) m C') C-) = m --J, < = =r =r (D < < qu (D (D pi I" 1@ ID (D (D 0w -1 -1 (D m (D CAm (D (b (D (D C+ (D (D C+ LI) C+ a, V) IV C+ Ln LM C+ 0 V+ C+ C+ tl C-1 2c C11nn Cl) r - =r== =r 'a 1-3 oj :3 mm M. V) (A to (A M V- @+ IW CA - !i !l CCDL m cammm m 0 n =5 w 0 0 op m ;D m M :00 n;a ;o M to CL Z por :u m rD CD (D m < Mc H 0 mC+ m(D (D (D CD (D (D 7r -3 -1 -S 2T 11 -S PI < CD os. c) IFn' @4 f%)mC) C@ -h m r13 V) CD CD 0@ Ul Ul 00 co 4@ - C) co Eq Xto + 2S C+ =r CD Ul 4m to co :4 C, C@ CD CD V w m r_ - m 11 Z" Ir.. M= A-10 0.01 w-S -P. - to m " 0; cm CD P- w It,C+ -f . . . . . ct C+ [email protected] - 0 I= C) Co 40 C) In m CD C@ C@ <@ @o m ca #Ac so ft m M H. M a) LO Cu, '03 "No lao T9 C+ 0 (D C) IAL C, C. 9: - -.11 al (D (D (D M (A m-S c fw -S a C CL C r- n (A in - a 0) CL 06 C+ C+ C+ :c VC CL mC+ Vo . = -S (A cu0 Ho M0. (D a) 01 M C m pi m CD (D C+ *-I- Ct.. w 10 ft al M mm m cm 11, Go-- 0CP C+ 0 0 Q, Mo C+ ft rt 'D ON 0: =3 V-%'a 9q :3 co NN. w r"31 CD, 0010 -.01 (D m pi La W) tv in + @ C@ C) -P. C:.Iw =C+ #A 0 It, + 6M M 0 In" -@, @:) o Of 7r 0 C@ IV op pi 1-1 -1 C@ Cl C@- C) cr IV CA fu 4-t. C+ ct CLo0 a Iva !3. 0tr 0 ill CL CL Ln 94 M C> co t4 VI W c- r) LA 2= r) fl-) 0 (D a, iw =- :@ 0 1;. Cr rj a C. 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U, 0 Fr (D C 0 0 - 07 - cm OL M 06- (D rr -S cr C+ can -S -S -S tn CD --, M cm a) sm C@ Lo M 06 4 0 - a m0 0, 1-3 tn' 0(D C+ rf* IV to 0) 0 0 0 0 UD cf, rf, :3 = = = CA I F', (D CD (D m vM T V 0 r cm C) OLT-LT Im CP co co co co Cx 7r ;r. C-) p m iz C" 3:, co ir -n M 0 =T -7 0 EP 0 -1 CD s .< `@ % (D al 4 =r l< ;@ CA Ln CD 0 W ;Kl 0 a C+ It = vi C+ L,) rtp 0 -n (D (D cr 0 -h a 0 c-t- Ln CD 1+ x . -,I zr M -n C+ -1 I-rl CA cc C.L (D p 0. ,a Cr Ln M -1 C-) < tn 0 ::r_ C: CL @c @l C -C+ U00 m eru ol C, on I m .0- p -a co) 0 Tj rr cu tn Cl) 0 0 0 0 < C-) no 9 a. = x a 0 - (A S 9 -<j sw oj c1l, CL -0 -1 C, rn ;o M -n C) -n Ln m 02 W 0) ol 0 0 a, 0 0 0 0 0 0 vi tA 06 x = x c V) a 40 V) C+ 7r C+ cr 1+ cr (+ c+ c+ ct C+ in 0 0 a 0 =r 0 0 0 rt =1 -S = -S = = oc+ 0 0 0 w co -S c+ f I f -n -n -n U) :7Z Mt -n w r--., t"n 2 cn s -s rD ca M (D co M 0 l) 0 sm c0= i;g O'n M . 10 zl_ '0 'a @a 10 c+ = a (1) 00 0 0 C+ (D C+ C+ V+ .0 -1 C+ mr+ ('s c+ 0 C+ = zr = =r zr 4A th W (A W < m cl) m (D m C+ CD (D co 'A ;a 0 ;o CA C+ cm ct ct r+ r+ @x C.I. m c - c+ - + , , =r = W ;u + ;o t4 ." ow - w(D. m =r =r =r, (D C+ -S 11 22 ;@ C-1 n C, (D Pr -S -1% -C -h ;i< < CA ol PA as -7 CD m I m m m (D =S :3 (D CD co I s Z5 -1 -1 -5 :3 = = @!. f, :3 C+ r+ r+ (D (D as cl =r su Na M !h @-3 CA 4D 4@ 3:-:90 --4 -4 Cl. P) V (a- (+ 4:- 0 NO C3 0. CT% en Ln C@ cn En L<0 ="D 0, o-,6 rr,w ko m M (D cn M La Q M M m 0 %A Vi Q at sm sm c+ - cr LO0 t+ C+ GP - C+ -0 cr 0of 10 cr co tn . :!r 0r a 0 -1 1 m CL -4 0 ol ct M 06 = --a. @z - -% -0 m al Cb m cr "a cm - Oj (D0 tA 06 r,- m CL Como cn =r 40 4 x ful lb 0 10 (+ a to 1+ 0= ib m cu c+ CD as (D (D c+ m LZ in tj in C+ rt SO I 06 4,A -5 to C-) 0 11 C) .0 4A In 0 ZE c a cu M 4 C+ = = :3 rD C+ C+ IJO) C+ oJ c cu. cu 0 0) (D sw 6-3 c _g a' a(D C C+ C+ C+ C+ C+ C+ 0 CD 0 a 0 0 ct 0 0 CL :3 a = = =5 = < I m m 0 w -S ;Q :2: () V) Ap m 0 H. m CD CD m SIC) I'D m (D (D. IMP IMP Iml a) 0) rA (A W rn 6-3 CD C, x0 cl@ 00 P. tj S4- "d it 0 0 0 C7 0 0 z 4-n so P. Ln En to N, 0% 6<0 w m 0 :3 0 0 r-L c-) n-o- c-) :52 c U3 c CD C) P@ C) _E93 C La r_ = -a -1 0 OD Q, C) zr = C@ ISO) IS II u 11 It C@ LTI 4=l m 11 C@ if if if (I fill if If fil'sl%o. 11 CO rj) tj0 40 It .1. . wa cu in 111 it -a"" It - 11 " @, @, 6, 6 N @o :- - a- o:r !4a 6 - co ma r%) CA a r1a C) m i= CO 14 00 in W C-" CD w 00 @j w 4Ln m 00 -1 -0-1 4@ 0) :3 0) itM m a m OLO -4--1 1-18 -s 2) 9 in 11 in M ER a a to r LO im tr ar La to 4m 40 C3, C+ Lo a "I I- -- -- 1@ -- -- @, ".. (D 0 @(m - - Ck. OL 11 C.T CL. Im m it 0) CL. Ph If 0 od 47) tD 14 IM -0 .-* 4" 0-3 tIj Sm La rr cr r+ (D 1@, cr in M to it Of M 11 t< n :E I = 01 IM 4A Co. C+ 0 to Do In C+ 0 Lr 0 a) . rt 41 fo rn tm ;a cl CL R. =@ -S 0) (D M c cm 0 00 7-Ir = =1 0 C@ tu (D (D 2: C+ C- M Cl) 0 0 = LI) (D -1 0 M V rr, 0 C. -n 0 :@ - La ct 0 0 0 - C. (D Lo 0, 0 ct - a -S 0 0 E. c+ n to - 0 0 R pr 0 al sw cl- rt ap IV 0 0 ct rt 0 4-t C.O. c+ ct ct rt (D m cr C7 m m (D (D CD CD m m m flD 0 c 1w tv a 0) C. 0 lw sm C CD a C: CL a lw C = = at = -% = ct rt c-t C+ W rp C+ r 0 0 0 a0 Cr 0 C-) 0 (D CD CD m (D CD M 0 j ;a 'w = =< M;a ;a (D :0 (D ca m I< < -C 'a < CD X CD (D M m (D m 0 m m 0 0 (D 10 (D -S - "S -% -S 0-5 =$ -1 -S = "I < Ir CL (" (D CC) 0 ca =S ca vj 0) fu Cl% rl f=l - 0 m 4 rq C@ CD C) zo 6 6 66 6 :C:z0 w m p. U; 40 w c, C) cn 00 14 P. - C@ 03 -4 a) I.- to cn C@ - -;h cn 4@- tn CA NI rt Ul fl 0 .1 L< En 10 cn - iv l< 0 el M CD M Co 0 (D fD: C+ 9+ rp. 0 Q$ cm = C+ w + ca+ C. 'D 0j. 0A 0 0; ul vo 0 Im CA tr o a lb ftm (D C+ m 0 c C+ C., 2, =1 :3 m (D M r- @Q C+ C+ - - , aa, (V 06 (D C+ CL n m C+ c+m V+ cj fD c+ a c+ -S 2c, (D C+ ?V rD -S 9b (D W Go 0 -0 1 0 2. = = = 0 CL X c+ :z fn @a (D _0 f+ rt 0 2- c+ N (D@ N ;a (D in 0, (D gu I <c+ n 4A C+ ct m 00 el -$ La M n:E < 0 r_ 2, C+ CL to :3 C'@ C, CL Ci ol Cl) im CD CD CD C+ ca 0 CD C< -M gm n =r fw :r_ m 0 to c C+ C+ co C+ 0 0 C+ 0 z En r_ CL c -1 a M a c r- r- m Al H CI- (D C+ C+ C+ C+ C+ otm 0 ;a m CIO M =M -1 (D MI Is -S -1 :@ -9 -1 -1 -1 V, " P. 0 C13 ;r@ :3 t" 0 CO CD CO fu pi 0) -S 0) P) 1w F3 02 M M C) cn (n Ln ol rt 0 Q0 C4 -P. Ol 4@- C) "u, mo 03 n -i na Ln al 4@ cn C@ ID C) 4@ CD 10 4= C) cn W rp 4:- 1%, C6 00 01 co co C) -4 CD M l<0 CD cy V -"0 0 - M "@Z!PPOD. @4W ti ::r 0 m C., L'a 4.0 L" !7 =r C;j -1 C@ - . 4@- $1.01 . . %C (71 It -9@ m (D m (M 40 4h 0 7 a C) C@ -1 C@ - E p P@- w V r- . . Cp 4-7 00) V Im ol a cr -0 P 'a 43, 11 -e - Cl 4@- M 0 U3 -4 r::r cc to M CL "a cx fw = H- " %a Ul 4b- CU w -.0 IQ -,W a- m 0 7 4 ex. cr =- U-0 = cl cr t7l -- @.m -%, cr --@- CL CL flo @- 17- CL 0' 17 IM CL @_,z I- ZQ ?I - m (A m V @-3 ml !0 C+ (D 4 X ---r-- 0* :j m P =.a *1 cl ct a) M, ID c m 0 ft rt sm = I @-- C 01 90 M CD cr 1+ - w 0 C+ C+ co MASSACHUSETTS Table 17- -20 (cont.) INDUSTRIAL SOURCES OF WATER POLLUTION Vol. of P.E. of Other Existing Basin/ Receiving Waste B.O.D./ P.E. Of. Charact. of Treat- County' IndustEx Town. Water MGD day SS1daY Discharqe ment 106 "Neutral i zati on Doran and Johnson No. Attleboro Ten Mile River .034 Metals Sedimentation Neutralization Manufacturers [email protected] No. Attleboro Ten Mile River .006 Metals Cyanide oxidation Plating@eutralizatlon H. F. Barrows Company No. Attleboro Ten Mi*l eRiver .0015 Wastes. 4etals-redlamation 'Yanide oxidation -M-et-al plati nSleutrafl -zati on L. G. Balfour Company No. Attleboro Ten Mile River .3 wastes 14etals reclamation 'Yanide oxidation Cu, Ni, Zn _. C. Ray Randaff-Fla-nu- Metal platintieutralization facturing Co., Inc. No. Attleboro Ten Mile River .105 wastes, yanide oxidation Cn leakaqe V. H. Blackington and Pletal platinc Company, Inc. No. Attleboro Ten Mile River .0214 wastes letals reclamation Metal platinc Neutralization Wells - Benrus@ Inc. Attleboro Ten Mile River .03 wastes Syanide oxidation -Metal.p-lati nE on- Walton.and-Lonsbury Attleboro Ten Mile River .03 wastes, Wni de. oxi da tion Metal platin@subsurfate d1sposaT- Horton - Angell Company Attleboro Mattabasset River .0072 wastes of acids. Gorham, Division of Metal platinECollection and Textron, Inc. Attleboro Ten Mile River .035 wastes holding tank North Attleboro 18 lb nitrat National Fish Hatchery flo. Attleboro Bungay River 1.52 70 695 per da,-.8 lb None P/day. Mechanics Pond Ni=6.0 lb/da Sedimentation, Dante, Inc. Attleboro. Ten Mile Basin .063 Cu-1.2 lb/da yanide Oxidation, (Max.for both etals Reclamation metal platin eutrailzation Ripley and Gowan Co.jdc Attleboro Ten Mile River .04 wastess edi mentati on anide destruction P 1.86 MGG Uil removal, Texas Instruments Inc, Attleboro Ten Mile River .44 cooling wate Neutralization. Cyani de 'oxi dati on e e @e N C C@ LZ et r XZ ;-q -n 'D cu sw (D 0 pb rn :3 - 0) 0) 0 =j cr C+ C+ :3 0 r+ & -1 m 7T, CD (D w 0 -5 "S -1 tv su 02 Fl cc to rn lw CL 0 CD t ul on 2L Cf. L-41 C+ 0 = 0) 0) 0 =r El m - 9D Ab - C 0. M m -1 ft C@ m cl 0 CL to 9+ IA C") C"5 - n C"j 0 0 .0 !n ef, rt ct C+ C+ C+ 1+ C+ C+ C+ C+ C+ C+ C+ r+ CD f-D M- C-0 m cr cr m C7 0@ cr ly cr cr cl 00' 0 :3 -4 V3 --l (A -4 (010 m a to m CD CD m (D (D m CD CD co :3 (D m I-D ec 11<11 M- -(D WD (-D -(D m z 0 (D a ccm ;a ;v Ai (D .4 0 <0 -C < < <, < -C m m0 CD (D CD m m rD (D m :3 Ln C@ C@ CD f." m @n @4 CA 4@ P. crt rA oo m w ft m 0 t-h 0 w Ic 110*111 0 tl 0'.. L< 0 0 tA a M a VV m 3Em X CD 00 G') %u -- =r = :E (D :c (b :E CD v :5: "(D M jW C+ AP r+ 4,+ 4W Lo 0$ ep 'D Qp oj + pj C+ 0) V+ Vj fW JW rf' %V r @2 0: C" ph (n al 0; m Oj 0 0 0 W 0 W ul 0A tA Pp. r+ fu C+ -f (D C+ C-# C+ - C.+ r# C+ 4.+ 0Al r+ (D V) 00 0) CD 51 9 Co 6 _a ol 4" 0 m w Wo (a v) a Sm irt M al Vhp U, 0 aq a# 0) OR cm op pp 00 4m + r+ r+ ro. rt r+ r+ C+ t+ 40 clW CD 4n fa a (0, V a, up (D (D n (D ro 0 M (D fD CL 0 '< 'D M M (D a$ 0 Z fD m as in = c al c @; C+ Of C+ = C+ = un 0) = 4* + a @co C+ c+ c+ = op v+ r+ fD ao *+ im c+ 0 in = 9+ '1 X] C) -S al M. 0 0 rn -i - ts m 1.1, 0 1 5. a 90 @ 06 (A 2 CA 0.1ta go' In IN -3 X. sm rt 2) to = al ID tb - C+ C+ q+ (D :@ _,.+-M , - .ft f+ Z -5 ;@ fU N '0 -1. ='A CC+) M= M- 4 =0 C+ 14 - A, t+ C+ rl U r+ 0 a- M 01 a, op as C+ X flo Do 0 @JW (3 Z(D + e+ V+ r+ n a CL 0 - 10 0 al no -1 0 < a 0 00 V 0 0 m fb cu = ;a = C+ - = 4A C+ r+ to CD nLu 0p :j W. m It (n C-) 0 a, 0 Q. C-+ rr 0 m Lo CD (D -.0 ap LA -41 su - ::3 -1 m . 0 =5 a CL C-) in (D CD c X -n 0) rt 1+ =1 4 on -ml (It) 0 .m . n =r -3 fm = 0; C+ El CD x3 o=r C-11 a Ln (D (A t: rD c m 0 ol = CA 0- r+ CD Mm (+ -S C+ cu C+ (D C+ cn P) SU (D -1 C+ ct C+ (D Co. C+ C+ C+ -;OM CD C+ (D C+ C+ m CD -S m (D m :r 4 Cla C7 m rr mt4 w 0;a0 -0 cr C7 rr 0 7@1 0 0 0 0 C+ 0 0 0 a rn 0 4= 0c c Lm :c :3 03 C+ CL -1 M (D C)n cn (D (D (1) (D (D m a In 10 (D m 1+0 C-t X a 0 -8 M CD m M 19 '0 = rt 44 CD - 0 rD ry) m CD m M0 Pj P. to- -1 -1 "S pr 'i < Z V7 a Z:- :3 CC) 0) (A 4A m0 0 0 ;a = N C+ (D 'o0 t rn su fm0C+ '3: Z 0 CD '= (D C) co m 5 C, a' o- C+ -1 Ln N) w w. = a Ln co ft 0 m 0 s C-) Jw C+ et -S 0 Ot = EA .-0 ;00 CA) M pa t+ 4. (D CD "I a Cn CD l< V 40- 0 w 0 s 0, rn C+ Cm 0su C =5 = =10 CL C+ IA L<0 ;o o X P% cm IV C=l M (D 0) co -S (D a, x 0, C+ P) C+ 0 C+ 4A Aco (D C+ ;+ o 0, r+ w 4A CD m . :r 0:r 0 (A IA us 0 rp "a vi ct m ;I. Al m m C+ 4D n lu C+ (D 0, C+ un 10 CD s %0 (A CA m @,-"a "V n m FA 0% CD m (D mo r+ ;9 =r 'i,- (D '< (D [email protected] 00 a 0. a + 0 co C+. 1= 0, C - c+ (D 0 m U m 06 OP 0 = N 0 0,0 0 m ID AD w C+ C+ 4 0= Iq ap N #A ri 0 m m m N cl. N e+ CA I C+ 2, no 0: as C+ C+ V+ 0 r+ - e+ - -q. 0 0 C+ -C lr+ CD M -0 s In ca. rt m 0 CD m w m > n C-) D:. @c M :r" Ln C2 3:. C@ sm -S ct Q C-) 0 =3 0 a C+ ry gr C@ rD a 0 n -5 01 (D CD -5 m cr - =1 -S CD 0 0) cn@ 0 f+ -0 'C") m cn s = ::@ 0 ;@ -5 C) a, X no 0. = ;;- ;' cl) X: C-$ -3 m :K rn m 0 0 ME CA C). C) ;0 0 m m 1* - -1 -5 o0 n m 'o C-) m < *0 -S z"S -0 0 w m Z: !@ 9 C') 0 - su m C., :r -it = -1 a 0 V+ 0 m -S rt su C+ F1 'A C-@ w CL C+ w 0 co a, 0 0 :F- 0 0 C+ C+ C+ C+ m = 3. M C -S a: tn IA tA vr ;-r x 0 n 0. m m m X 7r C+ C+ a CL V+ C+ C+ m =r m m m m m CD m MI ca C11 w (A W.'A MMT-u m T !n :c ca :r_ cu MCD tMICO co -0 W'n C: NE X: 0 -0- -;3 V-S -0) a 'M V 'f'D ;@ 'M v a @- 'o -CU sw jw 0 su 0 cm 0 w cu tu fu M @n Ir n 7r 0 7v 0 < n 0 0 0= n = 0 = 0 0 = 0 -_5 0 su 'r 0 PC" 0 'r. 0 '.r 7v 7v m V5 IV tA M, V) m 7r 0 7q* 0' 7r 0 pr ;#A = to = " = &A (A w tA w a (n 0 (n CA, =r to =r w Jw fA @C+ pr C+ pr C+ pIr C+ m C+ rD C+ C+ C+ C+ n C+ 0 C@ c+ + C+@a c+ ;a a 0 0 = 0 m 0 0 0 mo Iro ;nlo O@ ;a 0 0- m = @R= ;0 = 0 = 0 = a = m = m = m = = - -'=S ;0= < zo m (D 0 m mm m m (1) C+ CD c+ (D C+ (V m -C CD < M -M M 0)m < (D (D < 0 ca m Itv m w (D co co :a C'n x (A -S C3 '"S co (D C" it %U -S no -S JU "S (D CO 01 "1 w < w ID fl) m m mmmmmmm cr -1 -1 a -1 a -1 93. H m m H H ho w -4 x:z 0 cri tim r%j C, Pi U CA @4;13 M U a C3 ca & (b cr 0 m @4 co C" - 0 Ln ".0 4b- 0' 0 m 0 w co 06. ul Um in 40 --I P- -4 0 0 :r Op+ c ex (D VD m rl) ap 40 ci A -1 -1 lw cw Im CD , =@ -0, X Cl+ T'+ rt f+ C+ M rq@ a- ul C+ m C+ m tl'O m m I cm M 1mr W -S ,I - Im @. 0 Im Is tl 3E 's 0 n 0 -,r+ in a M, lb fA a fb CL UO 0 ws CD CL. @Q cu CDC Lia .0 1+ C+ ct (b a . -S M 4A =1 at t I - ' r+ 0 th tA to 0 140 cm wcD :? I tv CA, x ai C3 -2 fA in 4n to tn CA (D M -% 00.0 0 0' 0 0 'tz cl+ cl :3 0 = C+ r- C+ 4r+ C+ C+ = M, :3 - -C m 0 m (D m m a (D -S rp n C+ n C+ 0 :3 = a 0= 0 :3 m V+ C+ C+ C+r clt C+ - = = = (D m m m M vs m t' m - m (D rt rt 06 M cr OP ap CD 4A Lo U) X: (D 3C (D r+ C+ 4A Ol 0 0 0 U) a 0 CD 0Lc 0of fn (D .-M :I:- -n m r- t@- C) cc c, -1 n 0, --f a f-D M=, < 5- R C+ kw C tA -0 IV< M 0 a' 0 0 C+ a, V+ 0, m CL ID =r= =-to xc 9 z =r m -S @! lu -S SU CD 0) M C., C") :3 C+ = C+ C) =r r+ w C+ V) m I M P :3 -S fl) CD (D Iq OJ rD Ct '1 1* 0 C fD (D @+ ct m C+ m Is - :3 C+ V) S Cb V) 0 13) (D a, m C+ m rt H 'a 3. - !2. cl, - . M 0 C+ m = (D C+ C+ 1+ C+ m l< 7z -1 !w -S (D CL C-) 0 :1- 0 (D 0 -5 (D 0 cli L013 (A (A rr -c -0 -V -S a -1 0 0 (D C+ a :5. et C-) n 06 CL 0. to (D m CD ct m 0 0 n rL (D M (D M m z 0 c-'s 00 W vo@ w -01 v 8 v -01 0. o. r+ C+ cl+ C+ r+ C+ = = =r n < 0 -c 0 < 0 < = =r 0 = C = 2@ su 0) lb kw M 'r - @ - 'r - x x x (A th w CA 0: (A O-L V) 10, V) CL (n M (D CO M M (D M .0 .0 .0 CL V) En c+ (D c+ (D ct- (0 + (D C+ C+ -1 C C rz r- a 0 0 = 0 0 = tu 0) ap su -0 0 0 = = el = = n :9 0 03 CC) ca C+ V+ C+ m (D rD M (D M CD (D CD w (D En lu 0 r- C r- 0 n:y -c r) 0 n a= E2 M x C" cr @,- (D m IV 17 1oj - pi (D C) z z -S m (D m <0 4 W G, 0 C+ cl+ - rrl 1+ (D m M M (D M (D 4@- 4:b C) r1a Pi U rA 6 zc c 4h. Z"i m 00 4. m c m w rt co m0 m 4@- 0 W C60 m @4 0 4= -4 c@ of 6. L4 U)V cn ID, W -4 r- n Cl 4A 0) -n CA C-), 1w c" m -@ co lu tr 0 00 no c: (D 0 0 Im X a, w C H it' 'A (A Ic A IV P) a 91 I a CL :+ = - 0) CL c@ c " m %V CM rD % =5 C7 LO cr (D 0 91 ft N) @@ 0 a -S Vn :,. I I . Ul Iz C 11 in L m 0 ol ft m 06 (D M col cl S C) (D 0 lw cr, c+, a, X (D 4A 0 C+ It ul C+ V+ kw @#l La 0 m (D Do 9+ M LO (D m0 Q, I r In C. I Ul ro- m 110 Ao 10 1 - 0 0 c+ (D (A 0 0, o C+ 0 0 0 =s un = ft ID ED m m V+ (D (D (P rt jw "a 17 4A C6 CD z5 CD CD CD 3 CN 01 ON co 0 Iol- C+ En (D l< m (D w 2,;m n C_ -n n cn LA C> 4n ir C, t U 0, '1@ C+ 0 *1 a, gu Pi X 0 C+ _jD C+ 4A CD m C+ C+ 2. -1 CD@ CL cu C+ 0 CU s. (D m 0 0 nr. r n5w vi -1 m cm C+ CA = 0 -5 -S 0 1+ 0 Ln Rp n T+ C+ Q# r+ 27- 0 0 "S C+ m 0 CL -S 0 PC' l< to n cli n Cl) n n !In s _% _% "S "I - fw a, (D C+ vw (n w W IN IN :5 @-3 C+ C+ T+ C+ C+ C+ C+ C+ 0 7q V "71 _Q "a _u (A a (A 0 "S fu 0) oj a 02 0 su 0 su 0 En @7_ 'I ;r @! :E CL 0 OC :E c X rz 6-3 CA -510 C+ C+ - C+ rf. C+ ct C+ C+ 0) C+ IW p r_ 0c C' r_ W) r_ a = @. =@ C =r = 0 LO x x x m X LM x x x 06 Pr -00M m (D (D M' CD CD M cl) w vu = C+ ct C+ C+ -0 t+ C+ ct C+ V+ -S -1 (D PC co :9 o m :0 ;a M uj po W Z = :3 0) (D 0W .6 . - 0 4An a4z 04A in Z V) =r =r ='r rt I- =r 0 (D m (D m M m (D C: $w 11 Is -S -1 -S C) 03 N m 8 tzj m 0 En , (A 0 < 6-3 tij 0 10 66@. Vol Cn 0) -4 " 4Ln al m 0 40 Cil Ir oj 0 Zli C) @4 CD (A C SU . . CD 14 Ln C:) 0 4= C@ tv cn to l< 0 co a- (A -10 C-) --I (A W CL 03 w 0 t:l a# =c 0 Z= m co (1) -1 -1 m (D rm rz. 4K -5 co (D =r' 8 sm Z 0 M C C36 'I - - C+ W - OP W QJ P m 0,- r) = - - t 0 4 -h 0.1< Pj C+ Cl r) C+ (A C+ - 4A - . - Lo 0 I+ C+ X mm sm w = 14 @, @: ID V+ . ;@ cm Cr IE ilao 0, a, Cr -0, 4@. - 0. 6: 0 SD '+ w G = -1 0 fA Ln M C+ 0) C.) '_ Sm - " -, . . *. --r -.4 c- rD C+ - 0 C.) M CL 'A -h -m'2 f-h 0 =0 cr U tnc CL 0 x kw 9+ a# Is _S CX C+ (D M. a - -.+' C+ @ (D =1_0 C @+ W .' #1 ib 0 C; C+ V) CL 0 $A -S 6 06 cl 4A W 4< 0 0 = 1@ ' LO M C) Jw m CA m n Vb D 0 (D CD 0 -to 0 um C+ C) r_ '.n@ 00 00 C+ CL 0CL (D 0 C+ L% 10 = 0 - =_. = m = "I c - =1 CL -S 0 -3 sm CL m M 0 0 06 :0 0 (D = , V rt A) in at C+ IN uo "I = :1 =3 no 0 cc V+ (D (D m m C+ Q 0 0 C+ < a 0, lw m us = C+ 0 X, m U3 (A 0 C+ CD C-) m a, 0;u ;0 AD C= C+ r+ ID I . cm M: n -n -V (A ;v (D r, 0 00 0. =r 0, nP =*0 a- -0 to (1) w0-_I C+ cv -C, a:3 (D CL CI. m (D 0 CD C+ (D 0 9b C-) C+ (D m 'a --h C+ --c 4n =%. 0 0 M. V) wC@ M M@ Aj 0) su C+ V+ m @ r- (D th ct C) w CL 4n f-) - m CA C+ CL = -o- 10 < - . . (D go S 0 V+ c 0 P, rD @+ mct Z = r-L -5 (A V+ -0 < n m cu =1_1 C+ CL m Wl a) ;@ mr M-S -S pi C+ ;@ n 0i CL m C+,O SU (D cma P, :z (D tn CA a,+- sw -r 0 V) 0@;, C+ a Ln =5 C's c =F = 0=r C+ m(A fu 0 M irD M :3 s c (D w = cl m Fi ;7+0 .9 V) -S Cl+ 0) fu cm C+ :3 !i. IV C+ V+,@z r) (D m = ZE M "a 0 0 to -S -1 7_1Z. aj Pi ct 0 C+ &I w 10 @s 0) 40 mC+ to -1 C-P to to tAm su 0 0 IW 14 0 lr+ C+ V) I^ to un V W- w I rz C+ C+ 4A $A vs @:s C+ C+ 0 m C+ C+ V+ I., =r m C+ 0 WC+ CL r+ Cl+ :3 I c+ lw m C+ tID C@ 0 0) (D CD c im C a r_ (A A n ull :3 -S < C+ 'a 1@ CL C+ 40 cl C+ CDm (D 0 0 0 - = P "0 a M -1 C+ "a 0 ;a V+ r_ sw W Is As L4 -h 0 W (n m VA 0 W = = = -0 X CA (A (n as iw mi = a) 11 Z 0 to 40 4AO Oj co w (D m (D or cr cr m (D -1 rt t- 0 C+ 0 0 X m -1 -S C+ 0 W. 0 cc tm u%Zrn ,u Cc C+ AD M (A CL C:L + g m 1-4 C, 9D -S CD 40 U. r'A Id c 0 W -0 CD C= cn 0 14 rn 00 =r!2 CD w w CD 'go cm a, 00 Oj C") C+ LC -@m ccl co 018 -.4 a W C@" C) U3 m 1)) =r (CD+ (wn a CD C@ cn 40 CD .4 M 0 @c (D ;h En En 10 En ;4 CL C+ =r CAM Un C+ 0 l<0 rt C+ -(A r_ CA -n VI CI Co. it. -n to C4 -JO CLZE pc = CD su o 0, rz aj u- to ko w IV su :7 (D :3 0 = = 0 = -1 "0 to -.j CL :3 rL " " .-.m +-. - - n -S C). ir - m -- - ?@r c M.41 -0 ,a c4 -S c+ -I cL+ (D CD fw 12-4 CD cr= crtr-c+.. 0 :s m -rr 0A ct w Oj =3 0, -1 = L< @A. a C+ - --- - - rr w C-) su = .no sw =-@ fli 11 W. C+ -S c4. rt to ml r -9 W 06 na @, :10 C+ =(a CL - 1-4 su al -5 to 0 = Z I = C+ 0, C+ tv m . 00 0--s = 0 0 to- H.tj 9+ 0) w tu cu 91 - &A C. cc< C+ La :3 Ul c Cf. w vi = ct -- I- -m w U3 QLV m (A .. 0 -1 M rL C+ me 0 c+ c 0 lu w 0 C+ C) "10 n C-) (A C CA -0 CD (D CD rt cl- -1 (D --3 M! C+ 0 s C+ = :31 - - (D.H S, 9 CL ra of lj (D m CL (D 0) CL rt pp in kw aj ft rt C+ C+ C+ 0 -in m < --1 0 C+ m cr m 6001-11 lw m < CA -1 = M m CL CL cm =s. or C@ fD cu to m in ID -1 Q @' W fD -1 -S n (@ -5 g' o c-t -S ct =r C., no fD 0 ko r+ C+ iw cn Zz. 6 Z3 (+ m0 tx "D 01 Cl) C+ 0 0 m @D C+ sw C+ =I = W, -5 (D 9+ C+ C+ C+ rr IV Ck. 0 0 0 to cm cr C+ -S 0 tj n en r- CA r- r- =r zi = - -, sx, m C+ C+ @-3 C+ 40 ur C+ C+ m m m 0 X o ro- m M, 0 77 0 sm 0 rz -1 M t- W ID C+ C+ cl,m m m ;a m P. 0 C: im aq H tv m IV cp 0 t4 3:o cn . @u @4 C, to 1-4 m m f+ 0 %C %c cz cm 0 0 t-4 0 CD ILn L<0 cn OA V V) - m fDLo C+ m -S .40) 14 =r (D Is 'a 9+0 ;,,, In9 AM *R 4D CD a' C+ P. P) -86'a 'M 0 -' 0 = m r) V fb in ap m C+ m tj0 -0.---m ap,- tr C+ of, g: : (D im rt ,an *- 'A '0 W -% CD -a) up C+ =--O m = 0. =r fu wl X %DL 0 w 0. '42 -1 L;@ x PA C+ WR (b0 m C+ U3 +; -S CL a I= Is . (D0 U3 0 CD 1 (D c to .0 cl cl r+ jw to 061-LI C-1 CD :e rn 0 cr et lu IQ ;K (A (A C. CA -n -V (D P, Z ;-, m -S a cp tr -1 - CL m to C+ -0 0 C+ (D ro m C+ C+ = o- = [a. ;@ = r- e+ cn =r 13. S. h C+ m n :E: a, c m En 0 lr@l . -1 1+ SD w m rIE -5 C+ 0 ol C') CD m 0 0 I's 0 1 - -1 U3 n. C-) W -0 C-) C) ru 0 co 0 0 0 IV, ;u C+ c+ "I -h 0 0 -S -S tu C. C. 1w fu < m m A, cm Qj < 0 0 CD -1 11 'n .0 :z .0 C@ 0 su C 9x SU C $3 IM to C+ cn 0 Ln < to R. !2 m fu fu 0 C6 rr 0 ou PC C4 -S 0 C, rr -C 0 < m 0 m :3 m Ln C.) uj F !Al !a rn a cr Ln - & w Go co L" m0 rl CIO cn 10 cn- M cm to a- m m of m -5 -ft CD M 0 C+ '0 . P. a et m m 'a =U3 =CA C+ = @ 7E sm 'a fu 10 J?@ 0 m m 0 w M 0 WO n m m H0 -S -I = - --I C+ m 003 f+ VA = ju - -..% :r nV. . I @-c -M tn -a cr -a un n n n ='O fD -t 0 ol , a (A C+ =r 1. W a, li -Q 0 2 0I'll I'lu 0. ID- - W - sLn (A @m A CL w n 0 cl cl cl M cl n (+ IV (n, (+ r+ LONG ISLAND SOUND Table 17 22 (pont.) INDUSTRIAL SOURCES OF WATER POLLUTION Vol. of P.E. oF_ Other tx-isting 11asiril Waste B.O.D./ P.E. of. Charact. of Treat- Receiving day SS/day Discharq ment County Industry Town Water MGD CONN. (Cont) 102 Fairfield Remington Electric Bridgeport Bridgeport Harbor .07 Metal. plating &-polishing .42 Metal plating C Bullard Company Fairfield Ash Creek. A polishing Conn. Light & Power Norw-aPk- Long Island Sound 316.0 Ele-c. power Metal plati-ng C 101 Fairfield Machlett Laboratory Stamford Springdale Wiver 1 1-0 olishing Metal service., C Electrolux Greenwi c Long BM4 Sound ..08 GAIF Corporation Greenwich By ram Ri 7e-r 2.61 Felt goods C NEW YORK Elec. power 133 Nassau Long Island Lighting No. Hempstead Hempstead Harbor Me ta I d-Tungsten Long Islaf Fjo.Hempstead Glin Cove7Creek Pawers Chemco Inc; No.Hempstead Glen Cove Creek organic chemicals 133 Suffolk Long Island Lighting Huntingdon Long Island Sound Elec. p.ow.r Long IIsland Lighting Brookhaven Port Jefferson Elec. power a Indicates status for compliance to Connecticut State effluent 0d.ambient water quality criteria as of Jan. 1974: C have instituted treatment procedures in compliance with state regulations P are in the prbcess of meeting state regulations N not in compliance; negotiating with the state b Figures from 1960 data. SOURCES: Conn. Department of Environmental Protection, Division of Water Compliance, draft report to New England River Basins Commission for the Long IslandSound Stuo, 1974. U.S. Department of interior, FWQA, 1970, Comprehensive Water and Related Land Resourcesi Connecticut River Basin, Appendix D . Z6T-LT CD CD fli 11.) _n 1.4 0 ID 0. 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I- @1 a i O@cj: Ul 0,10.0 ru 010.0,0 010 0!0@01010jo- ru IV fViN.ru:w W.w W;,6- w 4- w Lq %0. Table 17 --24 INDUSTRIAL SOURCES OF WATER POLLUTION NEW YORK Industry Town Pipes Receiving Water SjCa Consolidate Edison Co. Hudson River CPC International.Inc. Yonkers 2 Hudson River 4930 Dept. of Army I Hudson River Erie Lackawanna Railroad-Co. Hadar 1 Hudson River 4011 FDR Veterans Admin. Hosp. 1 Hudson River 4930 Federal Paper Board Co. Inc. 4 Hudson River 2631 Finch Pruyn & Co., Inc. 6, Hudson River 2611 Ford Manufacturing Co, 1 Hudson River 2261 Ford Motor Co., Inc. Green Island 7 Hudson River 3714 Fort Miller Paper Corp. 1 Hudson River 2600 GAF Corporation 3 Hudson River 2818 General Electric Co. Hudson Falls 3 Hudson River 3629 General Electric Co. 1 Hudson River 2821 General Electric Co. 2 Hudson River 2820 Geo*rgia-Pacific Corp. Cascade 2 Hudson River 3275 Glens Falls Portland Cement Company I Hudson River 3200 G-1 en S-- Ti I I if --Porfldn -d- Cement Compan y I Hudson River 3200 Agway Feed Division Albany 1 Hudson River 2040 Alpha Portland Cement 2 Hudson River 3241 Amerada Hess Corp. 1 Hudson River 5092 Amerada Hess Corp. 1 Hudson River 5092 Amerada Hess Corp. 1 Hudson River 5092 Anacona Wire & Cable Co. 5 Hudson River 3351 Barton Mines Corp. North Conway 2 Hudson River 3295 Bethlehem Steel Gothenburg 15 Hudson River 3701 Central Hudson Gas &Electric 5 Hudson River 4911 Central Hudson Gas &Electric 4 Hudson River 4930 Central Hudson Gas &Electric 13 Hudson River 4911 Table 17 24 (cont.) INDUSTRIAL SOURCES OF WATER POLLUTION NEW YORK Industry Town Pipes Receiving Water SICa Colgate Palmolive Company Hadar I Hudson River 2840 Colonial Sand & Stone .1 Hudson River 3273 Commandant 3rd Naval District 1 Hudson River (6 discharge points) Commander 3rd Coast Guard District .1 Hudso-ii River (7 d-Ischarge points) Con Edison 1 Hudson River 4931 Con Edison Cascade I Hudson River Es. 4911 Gulf bil,Corp. Yonkers 1 Hudson River 509 '2 Hudson Cement Co. I Hudson River 3200 Hudson Pulp & Paper 3 Hudson River 2600 Hudson Valley Apple Products 2 Hudson River 2036 IBM Corp. Poughkeepsie 16 Hudson River 4930 Interstate Bag Company 2 Hudson River 4930 International Paper - Corinth 8 Hudson River 265i Lehigh Portland Cement I Hudson River Tr. 3241 Lightron Corp. 0 Hudson River Maplewood Dairy I Hudson River 4930 Marathon Battery Company I Hudson River --3691. Marguette Cement Manufac- turing Company 2 Hudson River 3200 Martin Marietta Aggregates 1 Hudson River 1429 Maue Oil I Hudson River 5983 Merchants Refrigerating Co. 1 Hudson River 4222 Mobil Oil Corp. 1 Hudson River New York Envir. Facilities Corp. I Hudson River New York State Environ. Facilities 1 Hudson River Niagara Mohawk Power Albany 3 Hudson River 4911 New York Trap Rock Corp. New Hamburg 8 Hudson River 1420 Qn 0') INDUSTRIAL SOURCES OF WATER POLLUTION Table 17 -24 (cont.) NEW YORK Industry Town Pipes Receiving Water SIC@' Octagon Process Inc. Danbury I Hudson River 2840 Orange & Rockland Utilities 4 Hudson River 4930 Orange & Rockland Utilities Stratford 19 Hudson River 4910 Patrician Paper Co. Glens Falls 1 Hudson Rivet 2600 Phelps Dodge Cable & Wire Yonkers 25 Hudson River 3'357 Scot Paper Co. Ft. Edward 16 Hudson River 2621 Shell Oil Co. Milton 2 Hudson River 5092 Sleepy Hollow Lake Inc. I Hudson River Spencer Kellogg Division of Testron Danbury 2 Hudson River 2093 Spoor Lasher Co., Inc. I Hudson River Standard Brands Inc. Peekskill 15 Hudson River 2099 TEK Hughes Division International Playtex 1 Hudson River 4930 Texaco Inc. Goffstown I Hudson River 5092 Texaco Inc. 3 Hudson River 5092 -B e n d-i-x- c o r p -Troy- .-3- -Hudson.--.River -3292. Thomas A. Galante & Sons, Inc. 1 Hudson River 2621 U.S. Military Academy West Point 13 Hudson River 4930 Union .Camp Corp. 1 Hudson River 2649 U.S. Army Watervliet Arsenal 2 Hudson River 9119 U.S. Military Academy I Hudson River U.S. Steel Corp. 2 Hudson River 3200 W. E. Walker Campsite I Hudson River Ward Pavements Inc. 1 Hudson River 1429 Western-Publishing Co. 1 Hudson River 4143 Wilson Martin Refinery 1. Hudson River 2096 Windsor Bldg. Supplies Co., Inc. I @Hudson River 1441 Table 17 -24 (cont.) INDUSTRIAL SOURCES OF WATER POLLUTION NEW YORK .Industry Town Pipes Receiving Water SIC'2 Winthrop Labs Div. Sterling Dr. 7 Hudson River 2830- Allegheny Ludlum Watervliet 9 Hudson River Tr. 3310 H.P. Hood & Sons Eagle Bridge 1 Hoosick River 5043 Hollingsworth & Vose Easton 1 Batten Kill 2621 Hollingsworth & Vose Greenwich 1 Batten Kill 2621 Skybel Tissue Mills Inc. 1 Batten Kill Standard Packaging Corp. 1 Batten Kill 2621 Stevens & Thompson Paper Co. I Batten Kill 2600 Texaco, Inc. 1 Hoosick River Chase Bag Co. 2 Hudson River 2641 Clevepak Corp. 5 Hudson River 2631 Hills Bros. Coffee Inc. I Hudson River 4930 James'Thompson & Co., Inc. 2 Hoosick River 4930 Manning Paper Co. Div. Hammerhill I Hudson River 2621 'Martin Marietta Aggregates 2 Brook to Hudson 1422 U.S. Military Academy 1 Hudson River W.J. Cowee Inc. 1 Little Hoosick 2432 Wood Flong Corp. 3 Hoosick River 2600 American Oil Co. Mt. Vernon 1 Eastchester Creek 5092 Amstar Corp. Brooklyn Cane East River 2062 Atlantic Paste & Glue Co. 1 New York Harbor 2891 BP Oil Company Great Neck 1 Manhasset Bay 5092 BP Oil Company Mt. Vernon 1 Eastchester Creek. 5092 Brooklyn Battery Tunnel 1 East River 9347 Buildings & Grounds Dept. 1 Long Island Sound Certified Indsutries Inc. Harlem River Colonial Sand & Stone Astoria East River 493d Colonial Sand & Stone Bronx Harlem River 3273 00 Table 17 24 (cont.) INDUSTRIAL SOURCES OF WATER POLLUTION NEW YORK Industry Town Pipes Receiving Water SICa Colonial Sand & Stone Bronx 2 Westchester Creek 4930 Colonial Sand & Stone Bronx 1 Eastchester Creek 3273 Colonial Sand & Stone Brooklyn I Coney Island Creek 4930 Colonial.Sand,& Stone New York 1 East River 4930 Colonna & Co., Inc. East River 1 East River 3281 Commander 3rd Coast Guard 5 New York Harbor Con Edison Astoria I East River 4911 Con Edison Astoria 1 East River 4911 Con Edison I East River 4931 Con Edison Hell Gate 2 East River 4911 Con Edison 2 East.River 4931 Con Edison Kips Bay I East River 4961 Con Edison Ravenswood I East River 4911 Con Edison 1 EastRiver 4931 Ferris Place Corp. 3 'Westchester Creek Long Island Duck --.-''Farmers CO--op Seatuck Creek Tr. 2015 Long Island Ice & Fuel Corp. --Pecan--ic- -River - 49-30 Long Island Lighting Co. Barrett 5 Barnums Island Channel 4910 Long Island Lighting Co. 2 NiagaraRiver 4930 Long Island Lighting Co. 1 Great South Bay 4930 Long Island Lighting Co. Far Rock 18 Mott Basin 4930 Long Island Lighting Co. Glenwood 21 Hempstead Harbor 4930 Long Island Lighting Co. Northport 6 Long Island Sound 4930 Long Island Lighting do. Port Jefferson 24 Port Jefferson 493'0 Long Island Sea Clam Corp. I Reynolds Channel 2036 Loral Corp. I Bronx River 3662 Table 17 24 (cont.) INDUSTRIAL SOURCES OF WATER POLLUTION NEW YORK Industry Town Pipes Receiving Water SICa Metropolitan Petroleum Bronx Term 2 East River- 5092 Oceana Terminals Bronx 1 East River 5093 Pearl-Wick Corp 1 East River 3471 Pelham Oil Co. I Eastchester Creek 5092 Royal Petroleum Corp. L.I. City I East River 5092 ,Shell Oil.Co. Mt. Vernon 2 Eastchester Creek 5092 Sun Oil Col. L.I. City 1 Newton Creek .4463 Texaco Inc. Bronx Term 2 East River 5092 Texaco Inc. E.R. Term 1 East River 5092 Texaco Inc. Roslyn Term 2 Long Island Sound 5092 F&M Schaeffer Brewing 4 East River 2082 U.S.' Military 1 N.Y. Bay USV Pharmaceutical Corp. I Bronx River 2830 Waterside Housing Dev. 45 East River Radar Squadron Montauk 1 Atlantic Ocean Amerada Hess Corp. 1 Westchester Creek 5092 Interpace Corp. Wharton 1 Rockaway River 3400 L.E. Carpenter & Co. Trenton 4 Rockaway River 4930 National Hose Co. Crete 1 Rockaway River 3069 RCA Corp. Records Primrose 1 Rockaway River 3079 Bluepoints Co., Inc. 6 Great South Bay 980 Bulova Watch Co. 1. Sag Harbor Colonial Sand & Stone Pt. Washington 3 Pittsfield Hempstead Harbor 3273 Colonial Sand & Stone Pt. Washington 1 Pittsfield Hempstead Harbor 493b C.W. Post College of Long Island Diagnostic Research Inc. 1 Hempstead Harbor 2831 Gulf Oil Corp. Oceanside Te-rm .2 Barnums Island 5092 Table 17 -.24 (cont.) INDUSTRIAL SOURCES OF WATER POLLUTION NEW YORK Industry Town Pipes Receiving Water SICa Harbor Fuel Co., Inc. Glencliff I Hempstead Harbor 5092 Park Avenue Apts". I Hempstead Harbor Premium Coal & Oil Co., Inc. I Flushing Creek 5092 Rowe International Inc. 1 Hempstead Harbor 3581 Seacoast Products Inc. Stockham. 3 Great Bay 2042 Western Electric Co. Jamaica 1 Jamaica Bay 4930 Dept. of the Navy a Standard Industrial Code Source: U.S. Environmental Protection Agency, Region II, StoretTrintout, March, 1974. 0fu tO < U 13 -3 -.3 1-3 10 t-I '9 H 0 0 (D 0 0 0 0 1= 0 0 P) 0 @_ P., H FA F- H :31 10 o rt rt tr rl- 0 P'l (D 0 0' -4 " < LO P- tq 0 0 o 0 0 0 " 0 (D 0 (D m (D n: (D z (D I-h I-h " @t F.- " ca rt cl ol , A) U) 0 rr ft :31 0 z 0 0 :r4 @o 0 L< z (D 91) 0) t-.h 0 I-h 0 ft P- tt (D j= 0 0 :31 (D (I kQ w tr H 0 0 @V (D Q, to ft H :3 0 0 ril F- :3: (D C: ft 1-< :j 0 0 (+ o m P_ (D 0 I-h m su En 0 (D CL P, CL ou In fn (a W to En En [a rj) En 0 0 Fl- En M 0 0 0 0 0 0 0 0 0 0 0 ftj C) Fj txj 0 L-4 t.4 0 (D :r tj (n (D - rr :5 0 M rt. (D Ff 0 0 03, r- U) P) H- 0) P- ft F-J 0) 0 (D 0 " :j a) w 9) En 0) Ea 0) 0 LQ LO ft En (D (D (D 0 0 0 tr :nr 9: 0 w 1-3 PI 0 P, 0 H to rn < ::r o P. 0 rn t-f En 0 rt 0 C: 0 ;e im PA 0 (D U) (n W t. N 0 0 0 P. .4 til 0 W. En Z' 0 1c ct, ftl 0 1-4 ;lq* 0 m (D rl, (D 6-3 k-3 H ::1 U) H ft 0 (D :3' 0 En (D ct 15, 6 im (t im r 0 0) 2@W V, m Ln rA z 0 W @-3 Q @4 t< 0 0 0 0 r@ 0 0 (D (D En 0) ::4 :C t-i- h rt, t, Ic :& @ei k- ct Fl @j ::s @r rt :@r rt rt- (D 0 (D r) 0 0 P, 0 0 0 0 0 0 14 11" P. 0 Fl @i 0 a F- 0 1-- 0 P. C. ;v 0 t-h 1-th Fl. Fl- 0 (t 0 rt t-h @V :4 0 P) i in Z r) L< L4 0 0 l< 0 @l 0 0 (D 0 P. pi F-- (D t-j CA (t rt, (t to ri* (D "r (D m 1,4 rt rl- ft C@ V4 rt pi o o h Z, (D 0 1-1 tl 0 0 0 ti t-h I-h t-h H 15 ft (D (n of oj (D En 0 4-3 (7) t7i '0 0 0 (D Fl (D 0 (D 0 U) tr 0 ft (n 0 :j tr LQ W rt rt rt kQ ft 51 C4 (t H En Q (n 0 (D En M P-h tri LQ w ;F: :E: th CA @L rt- .0 0 to (D (r) w 0 ol Cr 0 ki t-4 t7l w w H Fl *0 (D 0 co ::E d P- 0 :1 F- (D ::r 0 cn L4 (D rt ft (D Ff 0 I-h cn W M ul (D 0 4 0 m 0 ft pi I-d 0 0 H ol Fl h 0 0 r_ 0 @J rr m En r) 0 Vtl rt P. (D 0 0 LQ 0 > Cr r- < OQ M rr rt sai 0 LQ Pi 0 (@t ft 0 0 LQ rt OQ 1.6 1-3 @d 0 t C-1 rt k-3 0 z ft ct 0 tj En (D - rt (D tn 0 En H HMO M M' t7l t3l C-) 0 C) C*) t)d P'd 0 - ;j H @rt (WD o" (D M(D @Fl ol irt F4 :J p i5 171 C.) C-) x P) H. rL m I- m . ::r 0 0 0 FJ- -4 (D @:V M M " M" FA. 0 ?I Fl (D rl 1.4H cl) (D 0 0 H M (D H (D C: FJ- H- Sb D) (D el 0 0, :40 ;j A) 0 0 0 *In, 0 CL co 0 rt " 0) 0 r) CL rL CL 0 ::r C) 0 $U H N Fl- M C) n Picl Po rr Fi- ;J 0 FA- m 9) P) vu lb (i) F-I Fl- n M W Ct @o o po 0 0 0 0 t=l m (a co 0 0 t:) " 0 0 0 Go :j H --r in, @L 03 . 0 ;j 1-t 0 0 (n W I =W ::r CL 0 FL., M F4 Ct rt ;J FJ- rt Cn 0 bd M,C) (D (D C?l C: p;- 0 C-) 0 En 0) 0 m t714 FA- 0) Fl (D C H- r- 0 P- (n CO 19 ri) m o 0 pi :3 '00 H t:@ F-4 C'_ C-_ rj) rt H F@ (D W (D F- U) Cn FJ- n rt " g FJ- 0 H 0 H- FJ- U) U) Fl- F4 0 ci 10 H r) F- 0 0 lo :3 flt tim cr o CL > 0 0 m 0 0 @r ri) @r rt C_j pt lb m ::r .0W FJ- P3 M H- :j FJ- C: F. 0 M F- .. . F- H 0 :J U) OQ 0) 0 " @4 H 0 - -r cn ::r Fi- 93 i--A Fi. H. 0 GQ C) rt 0 @-3 Pt 0 0 F@ C-) H CL 0 Pd 0 P) 0 @l 0 0 f-t @_j ;j Fl. tv 0 M F- - P, m rt rL n Pi m ra 0 (D 03 0) M 0 to 0 (a 9 0 CL 0 H W (D rt rL F et (D 10 I-h 1@ In ri 0 F-I 0 FA- OQ ::1 0 0 03 (D CQ CL C?p bd bd w w t:j 0 w .:@0 t-I 0 0 rt ti O@ M (D f:L F@ :r4 4 " 4 :4 71V r@ (D r- :J (D FA- t-t (D :3 (D (D rt M (D H. ;j (D rt H 0 A) F" N rt H ID HM@ m rt 1.4 0 F- 0 F-A F6 H Fl 1-4 0 0 %4 P- H 0 0H 03 F4 FMA 0 Fl F@ 0 H H cn 0 OQ cr 0 0 (n (D M In 0 ri) 0 M (1) 0 UA rt Ef) H OQ (IQ OQ F-I 0 0) txj Pd H tri L4 En F@ tri _j C31, Lo 14 NJ Co 4- J__ ON Lo 4- F4 H CD PU co C) to z D4 z D., z :P. z z z > > K " " p) " M M (D rt rt rt r+ rt rt rt :3 ct :4 1 rt m ct rt rt V4 rt rt rt rt :V, V4 H L @-4 rt :3' :3' ::r rL :3' 03 :3* 03 ::r Z :3' P) r P3 ::r :r ::r :3' 03 W F pi H ?1 03 pi ti ri PV I-t Pi Pi pq@ w w tj >4 pq @2 'N p4r pq IN Plq 0 P4 m flTi w 11114 "I'll w N lei w Pq P114 lei bd W FA- H- F4 bd 03 H. Fj_ H. 0 Fl- rt @-4 93 1-4 FU F-6 P) 1-6 FJ- lb Fu F.6 Fu F6 W P) F_ f- o) @4 @-A F- H F" 0 F-I 14 Fl F@ F- k4. F- %4 Fl H F@H H Fl H H k< I H H F" H " @- H F- F- F@ H F@ F" H@-A bd H bd El En t3l rl Ln I'a t,,@ t%3 -P, fl) Ln r,.) r, N3 K) ;l r- rl.) N -f-I w un Ul Ili cn C) co C) 00 00 NJ 00 00 0 I'D @.o w 0 %D X.- %D w %@o %.D (D w C) %0 0 00 OD H tlj @_ 1- %.0 1.- Li i.- Lo o.- (ON ,D @- Lo LJ 00 ON 1,0 1,0 1- AD Cj oI% 00 ON C> -.0 f.- C) 00 U7 Lo NJ 00 C@ C) Pj OD %D a] CF) Table 17 -26 (cont.) INDUSTRIAL SOURCES OF WATER POLLUTION NEW JERSEY Industry Town Pipes Receiving Water SICa Naval, Ammunition Depot Earle 2 Sandy Hook Bay Phelps Dodge Copper Elizabeth 2 Arthur Kill 4930 Public Service Electric & Gas SEW Venango I Arthur'Kill 4931 Public Service Electric & Gas SEW Venango 4 -Arthur Kill 4931 Reichold Chemicals Inc. Bruno 3 Arthur Kill 2821 Road Materials Corp. 1 Arthur Kill 2900 Royal Petroleum Corp. Roca 3 Arthur Kill 5092 Second Reserve.Terminal Palmer I Arthur Kill 5092 Shell Oil Co. .Sewaren Plant Roca 28 Arthur Kill 4930 Solvents Recovery Service Howells 1 Arthur Kill 2811 Texaco Inc., Bayonne Atkinson 4 Newark Bay 291.1. Texaco Inc. Martinsburg 6 Newark Bay 5092 U.S. Environmental Protection-Ag-eacy 1 Sandy Hook Bay 9511 Union Carbide Corp. Marine District 5 Arthur Kill 5085 U.S. Metals Refining Bruno 3 Arthur Kill U.S. EPA Office R&M Hooper 1 Sandy Hook Bay 9511 Vulcan Materials Co. Martinsburg 1 Newark Bay 2810 Jersey Central Power & Light I Raritan Bay 4930 Keyport Water Co. Harrisburg I Raritan Bay 4941 Portside'Industrial Center Davey .1 Arthur Kill 6512 American Cyanamid Boundbrook I Raritan River 2810 Anaconda Co. Perth Amboy Odell 8 Raritan River 4930 Table 17 26 (cont. INDUSTRIAL SOURCES OF WATER POLLUTION NEW JERSEY Industry__ Town Pipes Receiving Water SICa Bell Telephone Labs. CHester Division Cairo 2 Raritan River,,N. Branch 7391 Chesebrough-Ponds Perth Amboy Odell 7 Raritan River 2900 Colonial.Sand & Stone Keasbury Odell 1 Raritan River 3273 Elizabethtown Water. 1 Raritan River 4941 Elizabethtown Water Somerville Phillips 3 Raritan River 4941 Ethyl.Corp. Visqueen Division Pickrell 2 Raritan-River-Branch 4930 Gallo-Asphalt Co. Keasbay Hampton I Raritan River-Pond 1000 Holiday Inn I Raritan River Intermediate.Division Tenneco,Chemical Lewellwn 2 Raritan River 2818 Jersey Central P&I Perth Amboy 1 Raritan River 4910 Jersey.Central P&I Sayreville 2 Raritan River 4910 Johns-Manville' Products 2 Raritan River 3292 Merck & Co., Inc. Branchburg Farm Millard 0 Raritan River 2833 Panac.on Corp. Philip Carey doj Odell I Raritan River 2661 Public Service Electric & Gas Edis 20 Raritan River 4930 Public Service Electric & Gas Edis 1 Raritan River 4931 00 Table 17 26 (cont.) INDUSTRIAL SOURCES OF WATER POLLUTION NEW JERSEY .Industry Town Pipes Receiving Water SICa RCA Corp. Solid State er b Plant 3 Raritan Riv* 360 Researve Terminal Corp. Odell 3 Raritan River .5092 Taylor Forge Division Gulf & Western Millard 1 Raritan River, N. Branch 3498 Tenneco Plastics Division Nixon 2 Raritan River 3079 Carborundum Co. Keasbey 2 RaritanRiver 3297 Titanium Pigment Division Repub. City 2 Raritan River 28i6 Valley Road Sewerage Co. 6 Rarit'. an River WA Cleary,Corp,. 1 Raritan Canal Wilson Products Co. Div. Dart. Ind. Marsland 1 Raritan River 2815 Union Carbide Chemical & Plastics 3 Raritan River 2818 American Can Co. 2 Elizabeth River 4930 Elizabethtown Gas Co. Dav@ey- -I--- -Elizabeth- River -4-9-3G Jiffy Manufacturing Co. 1 Elizabeth River .2643 Sxhering Corp. Union Stockville .4 Elizabeth Rover 2830 Volco Brass & Copper 3 Elizabeth River 3351 Alcan Aluminum Corp. 1 Passaic River 3479 Amerada. Hess'Corp. Martinsburg 1 Passaic River 5092 American Oil Co. E. Rutherford Dakota County 1 Passaic River' 5092 Armour Pharmaceutical Reheis 1 Passaic River-Tr. 2819 Automatic Switch Co. I Passaic River-Tr. 3494 Basf Wyandotte Corp. 2 Passaic River 4930 Table 17 -26 (cont.) INDUSTRIAL SOURCES OF WATER POLLUTION NEW JERSEY Industry Town Pipes Receiving Water Sica Berkeley Chemical Millmaster Onyx I Passaic River 21830 Bernards Water Co." Ashland I Passaic River, 4941 Ciba-Geigy Corp. Ciba Pharmaceutical Smithfield 2 283@- Commandant 3rd Naval District 1 Passaic-Hackensack Bas. Congoleum Industries Inc. Passaic River 39�6 Craft Metal Finishing Passaic River Crucible Inc. Spaulding Oper. Gandy I Passaic River 3316 Diamond Shamrock Corp. NOPCO Gandy 5 Passaic River 2833 Essex Chemical Corp. Newark Martinsburg 2 Passaic River 2810 Flintkote Co. E..Rutherford Dakota County 3 Passaic River 4930 Garden State Paper Co., Inc. Elgin 1 Passaic River 4931 'Hewlett-Packard Co. 1 Passaic River-Tr. 3670 Howard Industries Inc. 1 St. Passaic River 3079 Inmont Corp. Indianola 2 Passaic River 4930 Inmont Corp. Genoa 1 Passaic River 2815 Intermediates Division Elgin 2 PassaicRiver 2818 J. L. Prescott Co. 1 Passaic River 4930 Kem Manufacturing Co., Inc. DeWitt 1 Passaic River 4930 Lever Brothers Co. Edgewater Norfolk 5 Passaic River-SEW Marcal Paper Mills, Inc. Dakota City 2 Passaic River 2621 Monsanto Co., Kearny Plant 2 Passaic River 2819 P. Ln C) Table 17 -26 (cont.) INDUSTRIAL SOURCES OF WATER POLLUTION NEW JERSEY Industry Town Pipes Receiving Water SICa National Gypsum Co. Millington Lisco 1 Passaic River 3292 Newark Asphalt Corp. Martinsburg 1 Passaic River 1000 Orange Products Inc. Butte 1 Passaic River 3079 Otis Elevator Co. Harrison 5 Passaic River 3500 Passaic Valley Sewerage I Passaic River-Dead River Tr. (2 discharge points) PSE & G.Co., Harrison Gas Plant Gandy 5 Passaic River 4925 Public Service Electric & Gas,-Pat Norman 1 Passaic River 4936 Raybestos-Manhattan Inc. Norfolk 6 Passaic River 3069 RCA Corp., Harriso In Gandy I Passaic River 4931 Revere Smelting Refining Corp. Martinsburg I Passaic River 4930 Royce Chemical Co. Dakota County 1 Passaic River 4930, Lyndhurst _SB. -Penick- __QP_ -C51- I Passaic River 4930 Sandoz-Wander Inc. Fairlawn DeWitt 3 Passaic'River 4910 Sun Oil Co., Newark Martinsburg 2 Passaic River 4463 Technical Coatings Co. 1 Passaic River 4930 Beattie Manufacturing Co. I Passaic River 2200 USM Corp Parker-Kalon Div. Cedar Creek 1 Passaic River 3452 Wagner Electric Corp. 1 Passaic River Walter Kidde & Co., Inc. 3 Passaic River 4930 Western Electric Co. Kearny 1 Passaic River 4930 Whippany Paperboard Co. Clifton Cedar Creek 4 Passaic River 4930 Table 17 -26 (cont.) INDUSTRIAL SOURCES OF WATER POLLUTION NEW JERSEY Industry Town Pipes Receiving Water SICa Fritzche Dodge & Olcutt I Passaic River 2818 Amerada Hess Corp.@ Pt. Reading 1 Hackensack River 5092 Amerada Hess Corp. 2 Hackensack River 5092 Amerada Hess Corp. Humphrey 4 Hackensack River- 5092 Benedict-Miller Inc. I Hackensack River 5091 Diamond Shamrock Corp.. Kearny I Hackensack River 2819 Diamond Shamrock Corp. Hadar 4 Hackensack River 2819 Erie Lackawanna Railway Co. 1 Hackensack River 4011 Exxon Company, USA 1 Hackensack River 5092 Gulf Oil Corp. .Ridgefield Park Plattsmouth I Hackensack River 5092 Hackensack Water Co. Nehawka 1 Hackensack River 4941 J., Josephson Inc. 1 Hackensack River 2200 Koppers Co. Seaboard Plant 2 Hackensack River 2818 Marzahl Chemical Co. I Hackensack River 4930 Public Service Electric & Gas Farnam 1 Hackensack River 7542 Public Service Electric & Gas) Berg Platte Ctr. 2 Hackensack River 4931 Public Service Electric. & Gas, .Huds Hadar 6 Hackensack 4931 Public Service ELectric & Gas, ic Hadar 10 Hackensack River 4930 Public Service Electric & Gas Kear 4 Hackensack River 4931 Public Service Electric & Gas, Mari Hadar 3 Hackensack River 4931 Spring Valley Water Weehawken I Hackensack River 4941 Ul Table 17 26 (cont.) INDUSTRIAL SOURCES OF WATER POLLUTION NEW JERSEY Industry Town Pipes Receiving Water SICa St. Regis Paper Co. 1 Hackensack River-Tr. 7391 Standard Chlorine Chemical Co. I Hackensack River 4930 .Transcontinental Gas Pipe Line I Hackensack River 4930 UMC Industries Inc. Hermetite 1 Hackensack River 2751 Union Textile Printers Inc. 2 Hackensack River 2200 Amerada Hess Corp. Atkinson I Kill Van Kull 5092 Anheuser-Busch Inc. Old Bridge 1 South-River 2099 Elizabethtown Water Co. Malcolm 1 Rancocas Creek 4941 Elizabethtown Water Stony Brook 1 Stony Brook 4941 Gallo Asphalt Co. 1 Hackensack-Pond 1000, a Standard industrial Code Source: U.S., Environmental Protection Agency, Region II, Storet Printout, March, 1974. )-3 1-3 X W -0- to w 0 to w 0 0 0 $z 0 P_ .0 0 0 0 0 0 g � :@ @l " ft N H r_ C@ ft F1 0 's 0 Fl- 0 0 :3 .5 (D 0 u) to t,- ft 0 r, 0 (t ft " r@ :31 0 0 U) 0 It @r 10 t-A 0 lY ro to 93 0 ::s q to 0 0 0 0 0 1- C: 0 m tt 1-h m P- & * H (D tzj 0 P_:l rt w uI ::4 ft rt 1-4 M ::r 0 En 0 P. @r rt 0 0). 0 ft H. 0 0 Pi :j I,.,a e4 :e F-I tr '0 (D v 0 :31 cn .0 P, En (D 0 En Cot) @-3 Pid I'd I'd @d 0 c (D 0 P) 0) P) P) P Fj- En ul U) V) t4 w (t t7, ca ED En to H 03 4) ID 0) SD m rt Fl- H- P_ P. 0 ::3 0 a 0 0 0 0 0 0 @r ::r w I I ft it rt ::1 P b._3 ON 1.4 0 EQ Z. P. P. 0 Ea ft Z@ (D rt (D :1 0 N !(D 0 0) r- ul 1.4 rt w En U.) (0 x Z til W td 0 0 0 P, 0 0 (D 0 P. (D H- (D w- . 0 P- 0 5 z @< :4 :@i! c 5 Q- :4 iaj P@ C-4 Fj 4 " :1 0 @3 (D (D ri Ol m o. (D CL 0 :r 0 cn Fl " '-I f-, N ti 0 @-, z I:r 0) to 0) (D P) P) (D P. P. %Q @r4 ri) to n 10 (D 10 o (D (D (D (D lal 0 x x N 0 U) 0 0 0 0 Fl- > t-h 0) tj " Fh ::I r; n rS 0 rt rt rt 0 ct 0 :e 0 ::r rt @lr rl @y z LQ 0 0 0 0 :j 0 0 ri- h ft rt P. &.4 F..L< 0 tr rt. rt- I< ft 0 P 0 P) C rt 0 0 ft ct M ft CA :c 0 0 0 L4 L< 0 L4 L4 0 t C: I-j w 1-3 H 0 z 0 :J ul 0 (D :7* 0 rD rt Fl* rt (D 0 En im SSZ-LT 00 C, U, (D (D (D M P- (D (D m (D @V (D UZI W F1 (D (D Pi P (D lb 0 :J m 1.< 0 (D 6< 0 0 1-3 m 0 @-3 0 @-3 0 :3- Z 0 0 :j m r@ 0 0 :r4 0 ft V4 rt rt. :e rt it 0 0 @r 0 m rt- :3' Fj Fl- P- rt ct rv to 0 m n rt (D 0. 0 rn :v 0 c 0 rt* rt, 2: 0 H t, > irt, A :3 1SD m ::l rn rt PO 0 cn 0 m 0 zi rr 5-r OQ CA r? 0 Pi m t74 rt ZE: ft0 0 M a@ Ell i(D Table 17 28 Sediment Volume by SOurce 1966 (000 cu ydlyr.) a Subregion Agr. 'NiDn-Ag_r. A 340 118 B 478 648 C 432 620 a A= St. John, Penobscot, Kennebec, Androscoggin, St. Croix, Maine Coastal River Basins. B= Presumpscot, Saco, Piscataqua, Massachusetts Coastal , Merrimack, Connecticut, Narragansett Bay, Pawcatuck, Thames, Connecticut Coastal ' and Housatonic River Basins.: C= Hudson and Long Island River Basins. SOURCE: U.S. Amy Corps of Engineers, 1972. Table 17 29' Animal Waste Loa,ds Waste Load on Equivalents Subregion a BOD Total Solids A 2,34!8 4,432 B 7 969 14,751 C 16:28� 28,243 a A= St. John, Penobscot,.Kennebec, Androscoggin, St. Croix-,; Maine Coastal River Basins. B= Presumpscot, Saco, Pisc'ataqua, Massachusetts Coastal , Merrimack, Connecticut, Narragansett Bay, Pawcaltuck,' Thames,- Connecticut Coastal , and Housatoni c Ri ver Basi ns@. C= Hudson and Long Island River Basins. SOURCE: U.S. Army Corps of Engineers, 1972, 17-256 Table 17 - .30 MAI NE WATER QUALITY LIMITED STREAM SEqMENTS I The St. John River from mile 3.5.4 (the Fraser Paper Co. outfall) to mile 0 (the U.S.-Canada boundary). 2. The Presumpscot River from mile 6.7 (the S.D. Warren Paper Co. outfall) to mile 0 (the head of tide at Presurnpscot Falls). 3., The Mousam River from mile 12.1 (the outfall from Sanford's sewerage lagoons) to milIe 0 (the head of tide). 4. The St. Croix River from mile 10.0 (the Georgia Pacific Paper Co. outfall) on mile 0 (the head of tide near Todd Street, Calais). 5. The East Branch of Sebasticook River from mile 14.0 (the outfall from the Corinna sewage treatment plant) to mile 0 (the confluence of the East Branch and main stern Sebasticook River). 6. The Sebasticook River from mile 39.8 (the outfall from the Hartland Tannery) to mile 0 (the confluence with the Kennebec River). 7. The Little Androscoggin River from mile 28.3 (the A.C. Lawrence Tannery discharge) to mile 0 (the confluence with the Androscoggin River). 8. The Penobscot River from mile 80.4'(the confluence of Millinocket Stream) to mile 63.0 (Weldan Dam). 9. The Aroostook River from mile 17.9 (the beginning of the B-1 classification for the Caribou water supply) to mile 14.9 (the dam at the municipal water supply intake). Mile 0 for the Aroostook River is the U.S. - Canada border. 10. Prestile Stream from mile 18.9 (the waste outfall from Vahlsing, Inc.,) to mile 0 (the U.S. - Canada border). 11. Goosefare Brook from mile 2.5 (the outfall from Maremont Corp. in Saco, Maine) to mile 0 (the head of high tide where the Boston and Maine Railroad crosses the brook between Saco and Old Orchard). 12. Back Cove, Portland Source: Maine Department of Environmental Protection, 1973. 17-257 Table 17 - 31 MAINE WATER QUALITY LIMITED LAKES@AND PONDSa Annabessacook Lake (S. Kennebec) Bauneg Beg Lake (S. Maine) - Bonney Eagle Lake (Cumberland & S. Maine) Chi la Lake (N. Kennebec) Cobbosseecontee Lake (S. Kennebec) Cochnewagon Pond (S. Kennebec) Crawford Pond (Mid Coastal) Estes Lake (S. Maine) Fitzgerald Pond (N Kennebec') Halay Pond (Andros@oggin)' Little Ossippe Lake (S. Maine) Little Sebago Lake (Cumberld,nd) Long Lake (N. Maine) Lovejoy Pond (N. Kennebec) Mattawamkeag Lake (N. MainO, Mousam Lake (S. Maine) North Pond (N. Kennebec) Pattee Pond (N. Kennebec) Portage Lake (N. Maine) Pushaw Lake (Penobscot) Sabattus Pond (Androscoggin) Salmon Lake (McGraph Pond) (S. Kennebec) Schoodic Lake (E. Maine) 1@ Sebasticook Lake (N. Kennebec) Spaulding Pond (S. Maine) Taylor Pond (Androscoggin) Three Mile Pond (N and S Kennebec) Tagus Pond (S. Kennebec) ., Toothacker Pond (Androscoggin) Webber Pond (N. Kennebec) al-isted alphabetically with the Planning Dis;trict in which they are located. Source: Maine Department of Environmental Protection. 1973. 17-258 Table 17 - 32: Water Quality of Connecticut/Long Island Sound Waters THAMES RIVER WATERSHED SURFACE WATER SEGMENT Present Condition Anticipated Condition Adopted 11/30/73 11/30/76 Standard Quinebaug River from the Conn.-Mass. State C & D Cc Bc Line downstream to junction with Mashamoquet Brook Quinebaug River from Mashamoquet Brook to Cc Bs Bs -unction With Five Mile River Quinebaug River from the junction of Five Mile Cc Bs Bs River downstream to junction of the Quinebaug River With the Shetucket River French River from Conn.-Mass. State Line D C B downstream to the Village of Grosvenor Dale French River from the Village of Grosvenor Dale D B B downstream to Mechanicsville at the junction with Quinebaug River Little River from source to Peake Brook Road AA AA AA Little River from Peake Brook Road to junction C Bs Bs with the Quinebaug River Wappoquia Brook from source to junction with A A A Mashamoquet Brook Mashamoquet from junction with Wappoquia Brook A A A to junction with White Brook White Brook from Searles Road to junction with Bs Bs Bs Mashamoquet Brook Mashamoquet Brook from junction with White Bs Bs Bs Brook downstream to the junction with the Quinebaug River Whetstone Brook from Conn.-R.I. State Line As A A (Killingly Pond) to East Killingly Chase Reservoir and tributaries AA AA AA Whetstone Brook from East Killingly to a C A A point One Mile downstream from East Killingly Crystal Pond and tributaries AA AA AA Whetstone Brook from a point One Mile below Bs A A East Killingly downstream to junction with Five Mile River Five Mile River from source to Pineville A A A Powdrell and Alexander Memorial Water AA AA AA 17-259 Table 11 32 (cont.) THA).4ES RIVER WATERSHED:- Continued @SURFACE WATER SEGMENT Present Condiiion Anticipated Pondition Adopted 11/30/73. 11/30/76 Standard Five Mile River from Pineville downstream Be A A to the Borough of Danielson, North Boundary Five ItLle River from the North Boundary of.the 'C Be Be Borough of Danielson doimstream to the junction of the Quinebaug River Moosup River from Conn.-R.I. State Line to Oneco A A A MOOSUP River.from Oneco downstream to Sterling Be 'Be Be 1160sup, River from Steriing downstream to Almy- C Be Be ville Moosup River from Almyville downstream to @he Be Be Be junction with the Quinebaug River Stone Hill Reservoir and tributaries AA AA AA 11il.1 Brook Stone-Hill Reservoir to Plainfield A A A Idll Brook from Plainfield to mouth C B B Pacbaug River Beach Pond As As, As Pachaug River from Beach Pond Dam downstream B Be Be to-Voluntown Pachaug River from Voluntown downstream to C Be Be outlet of Doaneville Pond Pachaug River from outlet of Doanville 'Pond B Be Be downstream to Glasgo Pachaug River from Glasgo to a point one mile C Be Be downstream from Glasgo Pachaug River from a point one mile downstream B Be Be from Glasgo to Ashland Pond Dam Pachaug River from Ashland Pond Dam dovnistream C Be Be to the junction with the Quinebaug River Shetucket River from confluence of Willimantic B &C Be Be and Natchaug River-to confluence with Quinebaug River Baltic Reservoir and tributaries AA AA jAA Shetucket River from confluence with Quinebaug B& C Be Be River to Greenville Dam, Norwich 17-260 Table 17 -32 (cont.) THAAES RTVFR WATERShMD - Continued SURFACE WATER SEGMENT Present Condition Anticipated Condition Adopted 11/30/73. 11/30/76 Standard Shetucket and Thames Rivers from Greenville SC Sce SBC Dam, Norwich to mouth (Shellfish Closure Line) Willimantic River from confluence of Middle B Be Be River and Furance Brook to c.onfluence viith Roar- ing Brook Willimantic River from Roaring Brook to junction B Be Be with Natchaug River Middle River from source to Tolland Avenue Be A A Bridge Middle River from Tolland Avenue Bridge to Be Be Be junction with Furnace Brook Copse Pond and tributaries AA AA AA Furnace Brook from Staffordville Reservoir Be Be Be Dam to junction with Wddle River Stafford Reservoir No. 2 and tributaries AA AA AA Roaring Brook from Stafford Re servoir No. 2 A A A Dam to junction with Willimantic River Hop River from source to junction with A A A Willimantic River Fenton River from source to mouth AA AA mt. Hope River from source to mouth AA AA AA Natchaug River from source to Willimantic AA AA AA Reservoir Dam Natchaug River from Willimantic Reservoir A A A Dam to junction with Willimantic River Wangumbaug Lake B B Mill Brook from Wangumbaug Lake Dam to B Be Be Willimantic River Hanover Reservoir.and tributaries AL AA AA Little River from Hanover Reservoir Dam B %A k to Paper Mill Pond Inlet Little River from Paper Mill Pond Inlet to mouth C B B Yantic River from junction with outlet stream C Be Be of Red Cedar Pond to confluence with Bobbin 17-261 Table 17 -.32 (cont.) 7HP14ES RIVER WATERSIlEb - Continued SOFACE WATERSEGMENT Present Condition Anticipated Condition Adopted 11/30/73' 11/30/76 Standard Fairview Reservoir and tributaries AA AA AA Bobin Mill Brook from Fairview Reservoir Dam B A A to confluence with Yantic River Yantie River from Bobbin YIi11 Brook to mouth C Cc Be Oxoboxo River from Wheeler Pond Dam to mouth C Bs Bs Hunts Brook from source to mouth A, B C A A All other non-tidal waters A 3 All other tidal waters Same as adJacent tidal standard 17-262 Table 17 @!---32 (cont.) CONNECTICUT RIVER WATERSHED SURFAC9 WATER SEGMNT Present Condition Anticipated Condition Adopted 11/30/73 11/30/76 Standard Connecticut River from Conn.-Mass. State Cc cc Be Line to Enfield Dam Connecticut River from Enfield Dam to cc Cc Be junction of Farmington River Connecticut River from junction of Sce Sce SBc Farmington River to Hu.@d State Park in East Hampton Connecticut River from Hurd State Park in Sce SBe SBe East Hampton to mouth (Shellfish Closure Line) Freahwater Brook from Crescent Lake Dam to C C B Connecticut River Windsor Locks Reservoir and tributaries AA -AA AA Waterworks Brook from Windsor Locks Reservoir A A A Dam to Connecticut River Scantic River from Conn.-Mass. State Line to Be A A Dam at Somersville Scantic River from Dam at Somersville to -.Cs Be Be Connecticut River Podunk River source to mouth Be Be Be Woods Stream from source to Shaker Road A A A Woods Stream from Shaker Road to junction C C B with Scantic River Crescent Lake A A A West Branch Farmington River and tributaries AA AA AA from Conn.-Mass. State Line to Hogback Dam West Branch Farmington River from Hogback Dam A A A to junction of Still River West Branch Farmington River from junction of Be Bs Be Still River to junction of East Branch East Branch Farmington River from Conn.-Mass. AA Ak AA State Line to Seville Dam East Branch Farmington River from Seville Dam A A A to junction of West Branch 17-263 Table 17 32 (cont.) CONNECTICUT RIVER WATERSHED Continued SURFACE WATERSEMAENT Present Condition Anticipated Condition Adopted 11/30173 11/30/16 Standard Farmington River from junction of East Be Be Be and West Branches to Route 44 Bridge in Avon Farmington River from Route 44 Bridge in Avon Cs Be Be to Connecticut River Mad River and tributaries from source to Water AA AA AA Supply Diversion Mad River from Water Supply Diversion to City. A A A of Winsted Line Mad River from City of Winsted Line to Be Be Be junction of Still River Outlet from Highland Lake to I&d River C C B Rugg Brook Reservoir and tributaries AA AA AA Crystal Lake and tributaries AA AA AA Still River from source to junction of I&d B @B B River Still River from junction of Mad River to C C B junction of Sandy Brook Still River from junction of Sandy Brook. to B B. B junction of West Branch Farmington River Sandy Brook from Conn.-I&ss. State Line to As As As junction of Still River Cherry Brook from source to mouth A A A Nepaug Reservoir and tributaries AA AA AA Nepaug River from Nepaug Reservoir Dam to A A A Farmington River Burlington Brook from source to Torrington A A A River Roaring Brook from source to mouth A A A Pequabuck River' from source to Middle Pond Dam A A A Pequabuck River from Middle Pond Dam to C C B Farmington River Terryville Reservoir Noe 3 and tributaries AA AA AA 17-264 TAble 17,-x@ -32, (cont.) CONNECTICUT RIVER IYATERMIED Continued- SURFACE WATER SECIENT Present Condition Anticipated Condition Adopted 11/30/73 IWO/% Standard Outlet from Terryville Reservoir No. 3 to A A A Pequabuck River Poland River and tributaries from source to AA AA AA mouth Old Marsh Pond Brook from Bristol Reservoir A A A No. 7 Dam to mouth -Mine Brook and tributaries from source to AA AA AA Farmington Avenue (Routes 6 & 202) Mine Brook from Farmington Avenue (Routes'6 & B B B 202) to Pequabuck River Birge Pond Brook to Birge Pond Dam A A A Bins Pond Brook from Birge Pond Dam to B B B Pequaback River Bristol Reservoir No. 1 and tributaries AA AA AA Outlet of Bristol Reservoir No. 1 to B B B Pequabuck River Farmington Reservoir and tributaries AA Ak AA Outlet from Farmington Reservoir to A A Pequabuck River Nod Brook from source to Stub Pond Dam A A A Nod Brook from Stub Pond Dam to Farmington B Bs Bs River Simsbury Reservoir and tributaries AA AA Hop Brook from Simsbury Reservoir Dam to A A Farmington River West Branch of Salmon Brook from source to A A A Route 202 West Branch Salmon Brook from Route 202 to Bs Ba Ba East Branch Salmon Brook East Branch Salmon Brook from source to West A A A Branch Salmon Brook Salmon Brook from confluence of East and Bs Bs Bs 'West Branches to Farmington River 17-265 Table 17--;--32 (cont.) CONNECTICUT RIVER WATERSHED - Continued SURFACI 9 WATER SEGMENT Present Condition Anticipated Condition Adopted 13,/30/73 11/30/76. Standard Mill Brook from source to mouth B B B Park River from confluence of North and C 0 B South Branches to mouth North Branch Park River from source to West B A A Hartford-Hartford Town Line North Branch Park River from West Hartford- C B Hartford Town Line to confluence with South Branch Park River South Branch Park Riverfrom source to Newfield C B B Street, Hartford douili.Branch ParkRiver from Newfield Street, C 0 B Hartford to confluence with North Branch Park River Hartford Reservoir and tributaries AA JAZI LA Shenipsit Lake and tributaries AA IA AA Ho-.kanum River from Wapping Wood Road to D Ce a junction vith Tankerhoosen River Hockanum River from junction with Tankerhoosen C Be Be River to Route 44A Bridge HDekanum River from Route 44A Bridge to D cc Be junction with Connecticut River Tankerhoosen River from source to mouth B* A Yjanchester Water Company Reservoir and tribut- AA JU U. aries Lydall Brook from Manchester Water Company B Reservoir Dam to mouth Porter and Howard Reservoirs and tributaries AA AA Hop Brook from confluence with Birch Mountain A A Brook to mouth Globe Ho llow-Reservoir and tributaries AA Birch Mountain Brook from source to mouth A A Willow Brook source to mouth 7 B. Buckingham Reservoir and tributaries AA AA 17-266 Table 17@ -32 (cont.), CONNECTICUT RIVER WATERSHED Continued .......... ................. .. ......... SURFACE WERSEMIENT Present Condition Anticipated Condition Adopted 11/30/73 11/30/76 Standard- Pattaconk Brook from'soured to outlet of A A A Cedar Lake Pattaconk Brook from outlet of Cedar Lake to Bs & Cs Bs Ba mouth Deuses Pond and tributaries AA -AA AA Great Brook from Deuses Pond Dam to A A A confluence with Pattaconk Brook Deep River from source to outlet of Pratt A A A Read Reservoir Deep River from outelt of Pra-t Read Reservoir Be & Cc Be Be to mouth Eightmile River from source to mouth A A A All other non-tidal waters A All other tidal waters Same as adjacent tidal standard 17-267 Table -17 (cont.) HOUSATONIC RIVER WATERSHED SURFACE WATER SEGENT Present Conditil Anticipated Condition Ado ted on p 11/30/73 11/30/76 Standard Housatonic River from the Conn.-Mass. CS Be Be State Line Downstream to Junction with Blackberry River Housatonic River from Junction with Black- Bs Be Be berry.River to Boardman Bridge Housatonic River from Boardman Bridge to Be. Bc@ Be Derby Dam Housatonic River from.Derby Dam to mouth SCO SBe B (Shellfish Closure Line) Konkapot River from source to State Line A A A Blackberry River from confluence of Wood Be Be Be Creek and Spaulding Brook to mouth North Canaan Water Company Reservoir and AA AA tributaries, Jakeville Reservoirs I & II and tribut .aries AA AA AA Creek from confluence of Wachocastinook Be Be Be Brook to Housatonic River Wachocastinook Brook from confluence with Be Be Be Factory Brook to.mouth Factory Brook from outlet of Wononskopomuo Be Be Be Lake to confluence with Wachocastinook Brook Indian lake and Indian Lake Creek from Be Be Be Conn.-New York State Line to junction of Beardsley Pond Brook Vononpakook Lake, Midge Pond, Mudge Pond A A A Brook to Beardsley Pond Brook Hollenbeck Riverfrom source to mouth A A A Vangum Lake and tributaries AA AA AA Wangum Lake'Brook from Wangum Lake to A A A Hollenbeck River Caulkintown Reservoir and tributaries AA %AA AA Beardsley Pond and tributaries AA 'AA1 Beardsley Pond,Brook from Beardsley Pond B B B 17-268 Table 17-1@1-32 (cont.) HOUSATONIC RIVER WATERSHED - Continued SURFACE WATER SEGMENT Prez'e@it Condition Anticipatea Condition. Adopted 11/30/7-3, .11/39/76. Standard Beardsley Pond Brook from junction of Be Be Be Mudge Pond'Brook to Conn.-New York State Line Webatuck Creek within Connecticut A A A Mill Brook from source to Conn.-New York A A 'A State Line Kent School Reservoir and tributaries Ak. AA AA Ten'Kile River from'Corm.-New York State Be Be Be Line to junction of Housatonic River West Aspetuck from source to junction with A A. A last Aspetuck Ust Aspetuck from source to Housatonic A A A River New 1111ford Reservoir No. 1 Dam and AA AA AA tributaries New Milford Reservoir No. 4 Dam and AA. AA AA tributaries Still River from Mill Plain Swamp to mouth C C. Limekiln Brook from'East Swex@p Brook. to mouth Ct 0 B Chestnut Ridge Reservoir and tributaries AA AA AA Eureka Lake and tributaries AOL AA AA Smaug Brook from confluence with outlet B B of Chestnut Ridge Reservoir to Route 2102 Sympaug Brook from Route 202 to mouth C G B Margerie Lake Reservoir and tributaries AA AA AA Padanaram Reservoir and tributaries AA AA AA Padanaram, Brook from Padanaram Reservoir Be Be Be to Still-River Lower Kohanza Lake and tributaries AA AA, AA Kohanza Brook from Tower Kohanza Lake Dam Ba. Be Be to Still River West Lake Reservoir and tributaries AA AA AA 17@269 Table 3.7,-,32 (cont.) HOUSATONIC RNPRIATERSHED - Continued WATER SECAENT Present Condition Antlcipated@Condition Adopted 11/30/73 11/30/76 Standard Outlet from West Lake Reservoir to A A A Kobanza Brook Clapboard Oak Brook from source to moAh B B Taw-iton Pond and tributaries AA AA, Pond Brook from source to Lake Lillinonah. A, A A aepaug Reservoir and tributaries AA AA AA Sbe.paug River,from Shepaug Reservoir Dam to A A A confluence with Bantam River Shepaug River from confluence of Bantam River Be Be Be to mouth Litchfield Reservoir and tributaries AA AA AA Fox Brook from sourde'to mouth Be A, A Bantam River from confluence of Ivy Mountain Be A Brook to Bantam River- Pootatuck River from source to Deep Brook A A Pootatuck River from Deep,Brook to mouth 'Be Be Be Deep Brook from Fairfield Hills Hospital B B to mouth Pomperaug River from confluence with Be Be Be Weekeepeemee River and Nonewaug River to mouth .Veekeepeemee River from source to mouth A A A I=W Ikadow Pond stream from source to mouth A A A Nonewaug River and tributaries from source AA AA AA to Route 61 Nonewaug River from Route 61 to Pomperalug A A A River Woodbury Reservoir and tributaries AA AA AA South Brook from Woodbury Reservoir Dam to A A, A Pomperaug River Transylvania Brook from confluence of Spruce Be Be Be Brook to mouth 17-270 TA,ble'17 -'.32 (cont.) HOUSATONIC RIVER WATERSHED;- Continued SURFACE WATER SEGUENT Present Condition Anticipated Condition Adopted .111301"13 11/30/76 Standard Eightmile Brook from source to mouth A A A Great Kill Reservoir and tributaries AA AA AA Four Mile Brook from outlet of Great Hill A A A Reservoir to mouth Naugatuck River from confluence of East and B B B West Branches to Plume and Atrood Dam Naugatuck River from Plume and Atwood Dam to C C B mouth West Branch Naugatuck River from confluence A A A of Hart and Hall Meadow Brooks to Route 4 West Branch Naugatuck River from Route 4 to Be Els Be mouth Reuben Hart Reservoir Dam and tributaries AA A& AA Hart Brook from Reuben Hart Reservoir Dam to A A A West Branch Naugatuck River Hall Meadow Brook from source to mouth A A A Whist Pond and tributaries AA AA AA Drake Pond Brook from outlet of Whist Pond A A A to mouth Nickel Mine Brook and tributaries above AA AA AA Allen Dam Nickel Mine Brook from Allen Dam to mouth A A A Met Branch from inlet of East Branch B B B Reservoir to mouth Troy Brook.from source'to mouth B B B Leadmine Brook from source to mouth A A A Hancock Brook from source to mouth Be Be Be Plymouth Reservoir and tributaries AA AA AA Plymouth Reservoir to Naugatuck River A A A Wigwam Reservoir and tributaries AA AA AA 17-271 Table [email protected] (cont.) 'HOUSATONIC.RIVER WATERSIHED@- Continued SURFACE WATER SEGMENT Present Condition-. Anticipated.Condition Adopted 11/30/73 11/30/7.6 Standard Branch Brook from Wigwam Reservoir Dam Bs Ba Be to.mouth Steele Brook from source to confluence with Be Be Bs Wattles Brook Steele Brook from confluence with Wattles C C B Brook to mouth Wattles Brook from source to Steele Brook C B Mad River from source to Hamilton Street Be Be Bs Mad River from Hamilton Street to mouth C C B Waterbury Reservoir No. 2 and tributaries AA AA AA Waterbury Reservoir No. 2 outlet to A A Beaverpond Brook East Mountain Reservoir and tributaries AAA A& AA East Nbuntaiii Reservoir outlet to Beaverpond.. A A A Brook Beaverpond Brook from source to Mad River A A ..A Hop Brook from source to mouth A A A Iake Elise and tributaries AA AA AA Long Meadow Pond Brook from Lake Elise to. Be Be mouth Fulling Mll Brook' from Mhple Hill Road C B B to mouth- Hopkins Reservoir and tributaries AA AA AA Cold Spring Brook from Hopkins Reservoir A A A Dam to Fulling Mill Brook Mulberry Reservoir and tributaries AA AA AA Mulberry Reiervoir outlet to Naugatuck River A A A .Candee Reservoir and tributaries AA AA AA Straitsville Brook from source to Beabon A A A Hill Brook Old Naugatuck Reservoir and tributaries AA AA AA 17-272 Table 17 -132 (cont.) HOUSATONIC RIVER WATERSHED Continued' .suu= wATER*SEGMENT Present Condition Anticipated Condition Adopted .11/30/73 111/30/76 Standard Varks Brook from'Old Naugatuck Reservoir A A. A Dam to Beacon Hill Brook New Naugatuck Reservoir and tributaries AIL AA AA Beacon Hill Brook from New Naugatuck Reservoir A A Dam to.Naugatuck River Hockanum Brook from source to Homer D. Bronson A A A Dam Hockanum Brook fr= Homer D. Bronson Dam to Bs Bs Ba mouth 3 Seymour Res ervoir No. 1 and tributaries AA AA AA Bladens River from source to bridge at junction A A A of North Street and Pearl Street Bladens River from bridge at North Street-and B B B Pearl Street to mouth little River from source to mouth Bs Be Bs Fountain Lake Reservoir and tributaries AA AA AA Quillinan Reservoir'and tribut aries AA AA AA' Beaver Brook from Quillinarx Reservoir Dam A A A to mouth Reservoir in Derby east of Academy Hill Road AA AA AA and tributaries Shelton Reservoir east of Meadow Street and AA AA AA tributaries Curtis Brook from outlet of Shelton A A A Reservoir east of Meadow Street to mouth Means Brook Reservoir and tributaries AA AA AA Means Brook from )leans Brook Reservoir Dam A A A to confluence with Varmill River Isinglass Reservoir and tributaries AA AA AA Farmill River from Isinglass Reservoir Dam A A A to confluence with Means Brook Farmill River from confluence with Means Brook Bs Ba Bs to mouth 17-273 Table 17.- .32 (cont.) HOUSATONIC RivER vwmuirb - Continued SURFACEWATER SEGMENT Present Condition Anticipated Condition Adopted 11/30/73 3-1/30/76 Standard Trap Falls Reservoir and tributaries. AA A AA Pumpkin Ground Brook from Trap Falls A A A .Reservoir Dam to mouth Long Brook from source to Ferry Creek C B B Ferry Creek Sc SB B Beaver Brook from Beaver Brook Dam to mouth Be Be Be All other non-tidal Waters A A All other tidal waters Same as adjqcent tidal standard 17-274 Table 17_'---@32 (cont.) ibNG ISLAND SOUND WATERSHED SURFACE WATER SEGMENT Present Condition Anticipated Condition Adopted 11/30/76 Standard 11/30/73 14ft 'Island Sound outside Shellf ish. Closu:re SA SA. Sh Lines,from Conn.-New York State Line to;Conn. R.I.-State Line East Branch Byram River from Conn.-New York Be Do Be State Line to Byram River Byram, River from Conn.-New York State1ine Be lie Be to Route 1 Byram River Ropte 1 to tidewater D cc Be Byram River - tidewater to mouth SD see SBo Converse Lake, Converse Pond Brook and AA AA6 AA tributaries to diversion to Putnam Lake Converse Pond Brook from diversion to B B, B East Branch Byram, River Putaiam Lake and tribeariea AA, kk Horse Neck Brook from outlet of Putnam B Be Be Lake to tidewater East Branch Manus River and tributaries. AA AA from Com.-New York State Line to Mianus River Idanus River and tributaries from Conn.- AA A46 AA New York State Line to Zanus Water Filter Plant Idanus River from Vdanus Water Filter Plant Be Be to tidewater Long Island Sound and Estuaries inside SB SB SB Greenwich Shellfish Closure Line Rippowam, River and tributaries from Conn.- AA AA AA New York Line to North Stamford Reservoir., Dam Mill River from Conn.-New York State Line AA A'A AA to Laurel Reservoir,,Laurel Reservoir and outlet to Rippowam River and tributaries Mll River and tributaries in Ridgefield AA, AA from source to Conn.-New York State Line Rippowam River from North Stamford Be Be Be Reservoir to junction of Ayer Brook 17-275 Table 17,@!*M (cont.) LONGISLANDISOUND WATFRSHFD - Con@tlnued . .............. ............... SURtACE WATER SEGMENT Present Condition 'Anticipated Condition Adopted 11/30/73 IV30/76 Standard Rippowam River from junction of Ayer C Be Be Brook to tidewater West Branch Stamford Harbor inside line SC SB SB .3= feet downstream from Pulaski Street Bridge East Branch Stamford Harbor inside & 8D SC SB Hurricane Barrier Stamford Harbor.and adjacent area's from SC SB SB 3000 feet downstream from Pulaski Street. .Bridge and from Hurridane Barrier to Stamford-Darien Shellfish Closure Line Noroton River from source to tidewater B Be Be Five Mile River and tributaries from AA AX, A& Conn.-New York State Line to New Canaan Reservoir Dam Five Mile River from New Canaan Reservoir Be Be Be Dam to New Canaan Sewage Treatment Plant Five Mile River from New Ca .naan Sewage C cc Be Treatment Plant to tidewater Five ?Ails River tidal waters inside SBS SB SB Shellfish Closure Line Norwalk River from source to Silvermine C Be Be River Norwalk River from Silvermine River to C cc Be tidewater Comstock Brook and tributaries from source Ak AA AA to Junction with outlet stream of Streets Pond Silvermine River and tributaries from Conn.- AA AA AA ,New York State Line to Grupes Reservoir Dam Silvermine River from Grupes Reservoir Dam Be Be Be to junction with Norwalk River 'East and West Branches Silvermine River and AA AA AA tributaries within Connecticut South Norwalk Reservoir and tributaries AA AA AA Beldens Hill-Brook from South Norwalk A A Reservoir Dam to junction with Silvermine Rivor Tzble'17,, -32 (cant. -LONG ISLAND SOUND WATERSHED Continued SURFACE WATER SFGNENTS Present Condition Anticipated Condition Adopted 11/30/73 11/30/76 Standard Norwalk Harbor inside line extending SC & SD SC SB from'Keyser Point to Calfpasture Point Norwalk Harbor and adjacent areas between SB SB SB line extending from Keyser Point to'Calf- pasture Point and the Norwalk Shellfish Closure Line Saugatuck Reservoir and tributaries AA AA AA Saugatuck River from Saugatuck Reservoir A A A Dam to junction of West Branch of Saugatuck River including the West Branch Saugatuck River tidal waters inside Shell-. SB SB SB fish Closure Line Aspetuck Reservoir and tributaries AA AA. AA Aspetuck River from Aspetuck Reservoir A A A Dam to junction with Saugatuck River Sherwood Mill Pond inside Shellfish Closure SB SB SB Line Hemlock Reservoir and tributaries AA AA AA Cricker Brook from Hemlock Reservoir Dam A A to mouth .Easton Reservoir and tributaries AA AA AA Mill River from Easton Reservoir Dam to A A A Samp Mortar Reservoir Dam Mill River from @amp Mortar Reservoir Dam B & C B9 Ba to tidewater Mill River tidal waters inside Shellfish SBs SB SB Closure Line Rooster River from Horse Tavern Brook to B, C & D B tidewater Horse Tavern trook from source to mouth B Bs B3 Ash Creek, Black Rock Harbor and Bridge- SC SC SB port Harbor Tidal waters outside.Ash Creek, Black Rock SB & SC SB SB Harbor and Bridgeport Harborand inside Bridgeport Shellfish Closure Line. 17-277 Table 17,17-32 (con t. LONG ISLAND SOUND WATERSHE6, - Continued SURFACE WATERSEGMENT. Present Conditioln Anticipated Condition Adopted 11/30/73 11/30/76 Standard West Branch Pequonnock River and AA A.A Ak tributaries from source to Pepper Street,- Monroe West Branch Pequonnook River from Pepper A A A Street, hbrLroe, to junction with Pequonnock River Pequonnock.River from source to Whitney Ave-.A A A nue.. Trumbull Pequonnock River from Whitney Avenue, Be Be Trumbull, to tidewater Bruce Brook from source to tidewater C C' B Great Creek SB SA. SA Wepawaug Reservoir and tributaries AA AA AA Indian River from Wepawaug Reservoir Dam as Be Bs' to tidewater Milford Harbor, Gulf Pond and The Gulf SB SB SB inside Milford Shellfish Closure Lines Oyster River from source to tidewater B B B Lake Dawson and tributaries AA A AA West River from Lake Dawson Dam to tidewater B Bs Bs Lake Wintergreen and tributaries AA AA AA Wintergreen Brook,from Lake Wintergreen Bs Bs Bs Dam to confluence with West River Quinnipiac River from source to Soutl@ington Bs Ba Bs ,Sewage Treatment Plant Quinnipiac River from Southington Sewage C C B Treatment Plant to tidewater Quinnipiac River from tidewater to mouth SD SD SB New Britain Reservoir and tributaries AA AA Eightmile River from source to inlet of B@7 A A Plants Pond Eightmile River from inlet of Plants Pond Be Bs Ds to mouth 17-278 Table 17 - '--32 (cont.) LONG ISIAND-SOUND WATERSHED - Continued SURFACE WATER SEGMENT Present Condition Anticipated Condition. Adopted n/io/7-3 11/30/76 Standard Southington Reservoir and tributaries AA A& AA Ten Mile River from Southington Reservcir AA A& AA Dam to.confluence with Cuff Brook Ten Mile River from confluence with Cuff Bs Be Ba .Brook to mouth Sloper Pond and tributaries AA AA AA Misery Brook from Sloper Pond Dam to mouth B B- B .Broad Brook Reservoir aAd tributaries AA Ak AA Harbor Brook from Baldwins Pond Dam to mouth B & C B B ,Spoon Shop Brook from source to mouth A A A. Willow Brook from source to Baldwins Ba Ba Bs Pond Dam Mark Brook from source to mouth C Ba. Be Sodom Brook from source-to mouth C Bg; BO Whartoii@-Catlin Brooks from source to mouth A A A Pine Reservoir and tributaries AA AA AA Muddy River from Pine River.Reservoir SO Be Bs .to mouth Lake Whitney and tributaries AA -Ak AA Mill River from Lake Whitney Dam to State C C B street M13-1 River from State Street to mouth SD SD SB New Haven Harbor inside line extending SD SDO SBO from Viorse Park to Lighthouse Point New Haven Harbor between line extending SC BBC SBc from Ybrse Park to Lighthouse Point and the New Haven Shellfish Closure Line Farm River and tributaries from source to AA Irk AA Lake Saltonstall diversion tunnel Farm River from Lake Saltonstall diversion Bs Be Be tunnel to.tidewater Lake Saltonstall and tributaries AA AA: AA 17-279 Table 17-@-32 (cont.) LONG ISLAND SOUND WATERSHED Continued SURFACE WATER SEGMENT Present Conditioln Anticipated Condition Adopted 11/36/73 w3ol,73 Standard Pataguanset River from Pataguanset Lake Bs Bs Bs Dam to'mouth Beckw1th'Pond and tributaries AA AA AA Latimer Brook from.Beckwith Pond Dam to B A A tidewater Lake Konomoc and tributaries AA AA AA Lake Pond Brook from Lake Konomoc Dam B A A to tidewater Baker Cove tidal waters inside Groton- SB. SB SB New London Shellfish Closure Line Groton Reservoir and tributaries AA AA AA Poquonoek River from Groton Reservoir SB SB SB Dam to mouth Mimford Cove tidal waters inside Shellfish SD SB SB Closure Line )&stic River tidal waters inside Shellfish SB SB SB Closure Line Whitford Brook from source to confluence A A A with Wstic River Copps Brook from source to tidewater A A A .Tidal waters inside Stonington Shellfish, SB SB SB Closure Line from Wamphassuck Point to Palmer Neck Road in Barn Island Hunting Area Tidal waters inside Stonington Shellfish SB SA SA Closure Line from Palmer Neck Road in Barn Island Hunting Area to line from Pawcatuck ''Point to Rhodes Point Pawcatuck River from Conn.-R.I. State Line C Bs Bs to a point one-half mile downstream from Ashaway River Pawcatuck River from a point one-half mile C Bs Ba downstream from Ashaway River to the junction of the Tributary Stream just East of Boom Bridge. Pawcatuck River from a point from the C Bs Bs junction of the Tributary Stream just East of Boom Bridge to the junction of Shannock River 17-280 Table 17,4-32 (cont.) LONG ISIAND SOUND WATERSHED Continued SURFACE WATER SEGVIENT Present Condition Anticipated Condition Adopted 11/30/73 11/30/76 Standard Pawcatuck River from the junction of C Bs Bs .Shannock River to StillmaJiville Bridge Pawcatuck River from Stillmanville Bridge. C Bs Bs to tidewater Pawcatuck River from tidewater to Pawcatuck SC SB SB Rock Pawcatuck River from PAwcatuck Rock to a SC SB SB line from Pawcatuck Point to Rhodes Point All other hoh-tidal watets A All other tidal waters Same as adjacent tidal standard All Connecticut tributaries to the AA AA AA Hudson River 17-281 Table 17, -@---32 (cont.) LONG ISLAND SOUND WATERSHED -iContinued SWACE WATER SEGA04T Present Condition! Anticipated Condition Adopted 11130/73 11/30/76 Standard East Ilaven River tidal waters inside SB SB SB SheA I fish Closure. Line Lake Gaillard and tributaries AA AA JIA Branford River from Lake Gaillard Dam to Bs Bs Bs tidewater Bx@-nford River from tide'V-.Lter to Branford SB; SB SB Point, (Shellfish Closure Line) Tidal waters insid,--@ Thimble.Islands SB SB SB Stoky Creek, Branford Shellfish Closure Line Menuckatuck Reservoir and tributaries AA Lit West River from Merm6katuck Reservoir Dam A 11 to tidewater East River from source to tidewater A:. A A Raawnriasset Reservoir and tributaries AA AA 4, AA Hammonasset River from Hammonasset Reservoir A A A Dam to tidewater Clinton Harbor inside Shellfish Closure Line SBs SBs SBs Indirin River from source to tidewater A A A kelsey6own Reservoir and tributaries AA AA AA Wnunketesuck River from Kelseytown A A A Reservoir to tidewater Falls River from outlet of Comstock Pond Bs Bs Bs to ti0ewater FouisitI.e River fr-m source to Plant's Dam A A A Fourmile River from Plant's Dam to tidewater Bs Bs Bs Fourmile River tidal waters and adjacent S13 SB areas inside Rocky Neck Shellfish Closure Line Bridge Brook tidal waters and adjacent areas SB S31 inside Bride Brook Shellfish Closure Line Patfiguanset River from'source --'o Pataguanset'A A Lake Dam 17-282 Table 17, - 33: Location, Condition, and Classification of Major Stream Reach designation Stream and general Present number location condition C1 ass i fi cation Merrimack River Basin 1. The Merrimack River from the D & U C Pawtucket Dam, Lowell to Fish Brook, Andover 2. The Merrimack River from Fish Brook b & U B Andover to the Dam in Lawrence 3. The Merrimack River from the Dam D & U C in Lawrence to Creek Brook, -Haverill 4. The Merrimack River from Creek D & U SC Brook, Haverill to the Rocks Village Bridge in Haverill and West Newbury 5. The Merrimack River from the Rocks D & C SB Village Bridge in Haverhill and West Newbury to the Atlantic Ocean 6. The Basin located in the Merrimack SC SA River estuary in the Towns of Newbury and Newburyport Parker River Basin The Parker River from its source B B to tidal water Ipswich River Basin Streams in the Ipswich River Basin B Area Note: 1. Streams with an existing condition that is below'Class D are designated as "U" (unsatisfactory). Source: Metcalf and Eddy, Inc. 1970 17-283 Table 17 34 EXISTING WATER QU@LITY MAJOR RIVERS OF NEW@ENGLAND Classification in miles ;of quality RIVER A B C D E Maine 284 99 182 276 23 New Hampshire @125 285 84 43 Vermont* NA NA NA NA NA Massachusetts 33 29 90 128 21 Rhode Island 0 2 24 14 8 Connecticut 0 48 41 TOTAL 281 303 749 543 95 Percent 14% 15% 387. 28% 5% *There are no major interstate rivers in the NERBC portion of Vermont. The Connecticut River is within New Hamps@,ire's borders. Total mileage of major rivers 1,971 Source: Compiled by NERBC staff from state water quality standards and river basin classifications. A - Any use includi:ng [email protected]. B - Drinking after chemical treatment, swimming irrigation of crops that are eaten @Iaw. C - Boating, irrigation of c@,ops that are cooked. D - Transportation of sewageland industrial wastes without nuisance. E - Open sewer. 17-284 17.1.5 REFERENCES' Alonzo B. Reed, Inc. 1970. Comprehensive report on water supply and sewerage for Cape Cod. Cape Cod Planning and Economic Development Commission, Barnstable, Mass. 259 pp. Center for the Environment and Man. 1970. Water Quality Standards for Coastal Waters of Long Island@, New York. For:* Nassau-Suffolk Regional Planning Board. Connecticut Department of Environmental Protection, Division of Water Compliance. 1974ae Draft report on water quality on Long Island Sound. For New England River Basins Commission, Long Island Sound Study (unpublished). Connecticut River Basin Coordinating Committee. 1970. Comprehensive water and related land resources investigation, Connecticut river basin. New England River Basins Commission, Boston, and U.S. Army Corps of,Engineers, Waltham. 9 vol. Federal Water Polilution Control Administration. 1969. The national estuarine pollution study. Report of the Secretary of the Inter- ior to the United States Congress, pursuant to Public Law 89-753, The Clean Water Restoration Act of 1966. 91st Congress, Senate Document No. 91-85. U.S.- Government Printing Office, Washington, D.C. Hunter, Robert E. and Stanley R. Goodnow. 1969. Maine Water Resources plan: water supply and sewerage facilities analysis.. Vol. I and 11. Edward C. Jordan Co., Inc., Portland, Maine. 295 pp. Interstate Electronics Corporation. 1973'd.raft. Coastal zone water quality monitoring, summary of findings,. -Prepared for the U.S. Environmental Protection Agency, Division of Water Quality and Non-point Source'Control.,-' Jordan, Edward C. Co., Inc. 1969. Maine Water Resources Plan. Vol. II, Water Supply and Sewerage Facilities Analysis. For: The Maine State Plahning.Office, Augusta. 202 pp. Maine Department of Environmental Protection Water Quality Control Division. 1971a,. Interim Water Quality Plan Penobscot River Basin. Maine DEP, Augusta. 1971b. Interim Water Quality Pl.an Kennebec River Basin. Maine DEP, Augusta-. 1971c. Interim Water Quality Plan.- Andros- coggin River Basin. Maine DEP, Aug'usta. 17-285 1971d. Interim Water Quality Plan York Basins.. Maine DEP, Augusta. 1972. Interim Water Quality'@Plan Maine Coastal Basins. Maine DEP, Augusta. .230 pp. Maine Deportment of Environmental Protection. 197.2. Water pollution abatement construction grant program. Maine Department.of En- vironmental Protection (mimeographed in-h6use report)@,; Augusta, Mai rye. Maine Department of Marine Resources. 1973. Public laws of the State I of.Maine'relating to marine resources. Maine DMR. 267 pp. Massachusetts Division of Water Pollution Contvi-ol and U.S. Environment- al Protection Agency. 1971. Commonwealth of Massachusetts water quality standard summary. Mass. Division@of Water Pollution Control, Boston. 40 pp. & figures. Massachusetts Water Resources Commission, Division of Water Pollution Control., 1973a. 'Taunton river basin water quality management plan. Massachusetts Water Resources Commission, Boston. 133 pp. 1973b. Ipswich River study.. Part A. Data record on water quality. Massachusetts Water Resources Commission, Boston. 54 pp. 1973c. The Ten Mile River study. Part A. Data record on water quality. Massachusetts Water Resources Commission, Boston. 74 pp. 1973d. The Neponset River.. Part A. Massachusetts Water Resources Commission, Boston. 59 pp- 1971a. New Bedford Harbor and@Acushnet River water quality study. Massachusetts Water Resou@,ces Commission, Boston. 74 pp. 1971b. Report on the Charles River. Massachusetts Water Resources Commission, Boston. 48 pp. 1971c. Data record on water qujality - North River. Massachusetts Water Resources Commission,'Boston. 61 pp. 1970. Blackstone,, River cooperaIttve survey. Massachusetts Division of Water Pollution Control, Boston. 54 pp. i 1968. Parker River study. Mas@sachusetts Division of Water Pollustion Control, Boston. 17-286 1967,. Ipswich Riverstudy. Massachusetts Water Resources Commission, Boston..'43 pp.. 1967. Ipswich River study. Part A. Data record on water quality. Massachusetts Water Resources Commission, Boston. 11. pp- Metcalf and Eddy, Inc. 1970. Water supply and sewerage planning in central Merrimack Valley region. Central Merrimack Valley Regional Planning District Commission, Haverhill.@ 32 pp- 1971. Report to the Portland Water District on Greater Port regional sewerage system. Metcalf and Eddy, Inc., Boston. 1972. Report to Dukes County Planning.and Economic Development Commission on comprehensive water.and sewerage plan for Dukes County. Metcalf and Eddy, Inc., Boston. Nebsoline, Toth','McPhee Associates 1973. Water supply, wastewater management aspects for northern New Jersey, New York City, western Connecticut metropolitan area. For U.S. Army Corps of Engineers, North Atlantic Division, Northeastern water supply study. New England River Basins Commission. 1970. Priorities '72-'76, New. Hampshire. NERBC, Boston. ,New England River Basins Commissi'on. 1974. Long Island Sound Regional study. New Haven, Connecticut. 12 volumes. New,Hampshire Water Supply and Pollution Control Commission. 1973a. Interim water quality facilities plan for the.coastal area water- shed in the Hampton area. New Hampshire Water Supply and Pollu- tion Control Commission, Concord. 1973b. Interim water quality management plan,," Piscataqua River basi.n - Dover area. New Hampshire Water Supply and Pollution Control, Commission; Concord. Rhode Island Department of Health Division of Water Pollution Control. 1967a. State of Rhode Island and Providence Plantations present classification.of water quality, sources of pollution. (map) Rhode Island Department,of Health. 1967b. State of Rhode Island and Provi'dence Plantations proposed classification of water quality.. (map) Rhode Island Department of Health. Rhode Island Department of Health and U.S. Environmental Protection Agency. 1971. Water quality standards summary. Rhode Island Department of Health, Providence. 33 pp. 17-287 Rhode Island Statewi.de Plann,ing. 1973. Draft!'report on water quality Woonasquatucket and Moshassuck basins, Rhode Is-land. For New., England River Basins Commission, Southeastern New England Study (unpublished). Technical Committee. 1970. State of Rhode Island report of the Gover- nor's committee on the coastal zone. Rhode Island Department of Administration. 119 pp. Tippetts - Abbott - McCarthy and Stratton. 19,69. Regional study for water supply, sewerage disposal, and drai 'nage for southeastern Massachusetts. Phase III. Southeastern Massachusetts Regional Planning Agency. Tri-State Regional Planning Commission. 1973.@ An interim management guide for the tri-state coastal zone. Trji-State Regional Plan- ning Commission, New York. Tri-State Transportation Commission. 1970. Managing the natural en- vironment. Tri-State Regional Planning Commission, New York. 38 pp. U.S. Army Cor Ips of Engineers, North Atlantic Uivision. 1972.. North Atlantic region water resources study. North Atlantic Regional Water Resources Study Coordinating Committee, New York. 25 vol. U.S. Department of Interior, Federal Water Pol:lution Control Agency. 1969. National estuarine pollution study. Senate Document No. 91-58. 'U.S. Supt. of Documents. 633 pp.@ U.S. Department of Interior, Federal Water Quaj@lity Administration. 1970. Water Supply and Water Quality: Volume.III, Appendices Part D, Comprehensive Water and V@and Resources'Investi- Related L gation,-Connecticut River Basin. For Connecticut River Basin; Coordinating Committee. Distributed by Army' Corps of Engineers, Waltham, Mass. U.S. Department of Interior, Fish and Wildlife' Service, Bureau of Sport Fisheries and Wildlife and Bureau Of Commercial Fisheries. 1970. National estuary study. U.S. Supt. of Documents, Washington, D.C. 7 vol. U.S. Environmental Protection Agency. 1973. @Draft' single purpose reports on water quality for MYStiC7Charlies'-Neponset basin, Ten Mile basin, Taunton basin, Massachusetts;1 Narragansett Bay Coastal Drainage, Blackstone and Pawtuxet basins 'I Rhode Island. For New England River Basins Commissions, Southeastern New England Study (unpublished). 17-288 Chapter 17 Page Chapter 17.2 Air Quality 17.2.1 Standards 17-290 17.2.2 Air Quality Control Regions. 17-290 17.2.3 Ambient Air- Quality Conditions 17-290@ 17.2.4 Air Pollution Sources 17-291 17.2.5 Air Quality Problem Areas 17-292 17-2.6 References 17-516 17-289 17.2 AIR QUALITY This section is intended to present data which show present air quality conditions in the study area (broken into Air' Quality Control Regions or AQCR's), the major waste dischargers influbncing these conditions, and a discussion of the standards and regulations, federal and state, which will influence future dischargers. 17.2.1 STANDARDS The Clean Air Act (PL91-604) of 1970, as amended, authorized the federal government to establish national primary and secondary ambient air quality standards, to be adopted as a minimum@by the states. Primary standards define the level of air quality, whkh, with a margin of safety, will protect the public health. These standards are to be en- forced by the summer of 1975. Secondary standards are more restric- tive and based on public welfare, i.e., aesthe@tics. The enforcement date'on these has not been established. The Environmental Protection Agency (EPA) set the standards on April 30, 1�71 (see Table 17-35). Additional standards may be set by the EPA as'the need is defined, and existing standards may be revised. Recently,'for instance, the EPA put a moratorium on the secondary sulfur dioxide standards in response to pressures brought on by the "energy crisis". Many states adopted the national standards initially, later to revise them. In the study region, Maine, New Hampshire, Massachusetts and Rhode Island have adopted standards more restHctive than the national standards. (see Tables 17-36 through 17-39).@ Connecticut, New York, and New Jersey have adopted the national standards (except that Connec- ticut and New Jersey have not suspended the s6condary S02 standards). In addition, all of the states in the study region have passed legis- lation regulating emissions from specific sour@ces in order to meet the ambient standards detailed above. 17.2.2 AIR QUALITY CONTROL REGIONS The EPA, under the provision of PL91-604, designated interstate and major intrastate Air Quality Control Regions (AQCR's). Figures 17-54 and 17-55 show.the boundaries of these regions. 17.2.3 AMBIENT AIR QUALITY CONDITIONS Air quality data were obtained from the EPA, Region I offices from a SAROAD printout (Storage and Retrieval of Aerometric Data) of calendar year 1972 monitoring data. (See Tables 17-40!through 17-44).. Data for 1973 had not yet been computerized nor analyzed. Similar data for New York and New Jersey were not available through EPA Region II, as a request for a printout would have taken three!to four months or more. 17-290 The air quality data computerized by the SAROAD system is obtained by the EPA form state air quality control agencies. In some cases the states have set up their own system to handle air monitoring data, and consequently, have been able to keep their files more up to date than the SAROAD system which handles all air data in the nation. These agen- cies were contacted for their most recent data. New Jersey sent 1571 and 1972 records; Massachusetts, Connecticut, New Hampshire and New York sent 1973 records (see Tables 17-45 through 17-49). Data obtained from Rhode Island and Maine were contained in the SAROAD file (Tables, 17-40 and 17-43). It should be noted that the data presented in Tables 17-40 through 17-49 do not represent the same period of sampling, and hence cannot be taken as equivalent. Additionally, caution is urged in the use of these data due to the variability in the methods and frequency of read- ings from one monitoring station to another. Finally, monthly and annual mean figures are indicative at the most, many of them being. based on ten or fewer readings for the entire month or even year. 17.2.4 AIR POLLUTION SOURCES The Environmental Protection Agency has the responsibility of licensing air and water dischargers, and has developed a computerized system to organize its records, called the NationalEmissions Data System (NEDS). Emissions inventories ofindividual point sources are supplied to the EPA by state air pollution control agencies. These inventories are exhaustive (15,000 for Connecticut alone) and difficult to use in an unanalyzed format. The NEDS program is able, however, to produce Ilemissions summaries" which present the total amount Of S02, particu- lates or other pollutant emitted (in tons/year) for a particular region (AQCR, County, Town) by type of source. For instance, an emissions, summary may detail the tons/year Of S02 emitted by anthracite burning power plants in the Metropolitan Boston AQCR. This type of emissions data was felt to be most relevant and useable for the present study. The most recent emissions summaries available through NEDS represent calendar year 1972. Summaries by county were requested rather than AQCR's (see Tables 17-50 through 17-56). As with the ambient air data, individual states have, in some cases, devised their own system to handle the data more quickly. To date, only Connecticut has accomplish- ed this successfully. Table 17-51 summarizes the 1973 emissions data by county and broad source category. Table 17-58 illustrates the detail possible from this system, listing annual emissions by*17 source categories for six pol- lutants by town for the entire state. New York is in the process of developing a similar system, but as yet it does not have a capability beyond that of the federal NEDS system. 17-291 17.2.5 AIR QUALITY PROBLEM AREAS In general, air pollution control agencies, both federal and state, agree that metropolitan areas are problem arelas. Existing concentra- tions of air pollution sources already pose a problem in terms of meeting the 1975 national ambient air quality standards. One state within the study region has identified specific areas in this regard, called "critical areas of concern." These arleas are listed below: (Massachusetts Department of Public Health, 1972): Berkshire Air Pollution Control District - Adams, Dalton, Lee, North Adams, Pittsfield Central Massachusetts A-ir Pollution Conirol District - Athol, Auburn' Boylston, Fitchburg, Gardner, G@,afton, Holden, Leicester, Leominster, Millbury, Shrewsbury, Southbridge, Webster, West Boylston, and Worcester. .Merrimack Valley Air Pollution Control District - Haverhill, Lawrence, Lowell, and Newburyport. Metropolitan Boston Air Pollution Contr6l District Arlington, Belmont, Boston, Braintree, Brookline, Cambridge, Canton, Chelsea, Dedham, Everett, Lynn, Malden,!Medford, Melrose, Milton, Needham, Newton, Peabody, Quincy, Revere, Salem, Saugus, Somer- ville, Stoneham, Wakefield, Waltham, Watertown, Weymouth, Winchester, Winthrop, and Woburn. .Pioneer Valley Air Pollution Control District - Amherst, Chicopee, Easthampton, East Longmeadow, Greenfield, Hadley, Holyoke, Longmeadow, Ludlow, Northampton, Orange,i Palmer, Springfield, Ware, Westfield, and West Springfield. Southeastern Massachusetts Air Pollutioni Control District Attleboro, Fall River, New Bedford, Sandwich, Somerset,,and Taunton. Areas of critical concern'may also be identif ed in terms of their po" tential for pollution (i.e., their history of inversion conditions or fogging). Holzworth (1972) of the U. S. EPA Office of Air Programs utilizes the concepts of mixing heights and wlind speeds, varied by season and time of day, to show high pollutioh potentials on a national scale. Figures 17-56 through 17-59 illustratel the.type of analysis detailed in this report. Climatological stations within our study region (New Jersey to Maine) which supplied dalta'for Holzworth's analy- sis included: (1) Caribou, Maine, (2) Portlap1d, Maine, (3) Nantucket, Massachusetts, (4) Albany, New York, (5) New York, New York. 'Detailed information is.th.us available from these monitoring stations for more local analysis. 17-292 W;:j4TE 4@- z SCALE Iles .4- 7- v, 71 A SOCIO-ECONOMIC AND ENVIRONNAENTA.L INVENTORY OF THE NORTH ATLANTIC REGION FIGURE Air Quality Control Regions EPA Region I 17-54 17-293 CONNECTICUT 11-4 NEW YORK FairfJA14- Westchest'r f- ockland Passaic NEW JERSEY Bergen Morris ssex 3. Queens Union Nassau ..Kings 4.1 Somerset raw iddlesex 1. Bronx 2. New York Monmouth .3. Hudson 4. Richmond NEW JERSEY NEW YORK CONNECTICUT INTERSTATE AIR QUALITY CONTROL REGION@! A SOCIO-ECONOMIC AND ENVIRONME'NTAL'INVENTO'RY OF THE. NORTH ATLANTIC RE7G7170N] FIGURE 17-55 Air Quality Control @egions'EPA Region ii 17-294 > Divisioln of A i,.r Resources I' CLINTON 11A.IKII. CONTINUOUS AIR OVAPTY MONIT0,RING STATIONS. $1, LAWRENCE M -n, NORTHERV EssEx JEFFERSON ul 0 .M 1. Z LEWIS M z LM E, ONTARIO WARREN @.SHINGTON: < HAMILTON & . OS WIGO / 0 z CENTRAL ORLEANS 0- ONEIDA NIAGARA WAYNE A -L ONEOF SARATOGA ON I FULTON CID- NIAGARA ---L (DO GENESEE ONOIDAGA rt FRONTIER ONTIRIC !SENECA HER-EIR MONTGOIERI J GENF Ilk rt SEE (D < IFINGER LAKE-S M LAKE ERIE ERIE W yo.1- YATES C-UGA ENANGC OTSEGO A4ANY COETIAN. 0 1c.0.A RE HUD SON-- Existing Primary Sites K) 2@ c TOMPKINS H@;LTAUQIJI 1 1 SCH-11I VALLEY El Secondary P) 0 CATTARAVGUS 'S SOUTHERN TIER 0 Satellite 71 - -11 G --EAT SOUiTHERN TIER' WEST 11CGA CO-BIA Proposed M z E) 0 0 STIR DUTCHESS @J NEW YORK STATE AIR QUALITY CONTROL REGIONS oR.NGE METROPOLITAN (D LIND LONG ISLAND SOUND 0 g, @j AM DEPARTMENT OF ENVIRONMENTAL CONSERVATION IIRONX kJo oboe HENRY L. DIAMOND, NE. @OR@ SL11OLK 0 ENS) 0 ATLANTIC OCEAN z KINGS ASS u 6 4 4 4 3 0 m 0 m (D En z H-0 LQ 10 ::r F- ri- (D Lo & @:r m CO 00 F-J @-h N 0 z k.C -j (D K) m 0 Z 0 4 > 6 7 P x H- 12 13 9 12 16 20 24 28 28 24 20 is 0 m m -Z (D (n < Fl- 0 LQ -8 .3- H 0 6 ft (D Z m z 0 0 N 0 (D h 40 -n 6 12 20 t-h :t ri- 0 16 24 (D. 32 36 0 36 0 > r 32 12 .12 28 24 14 2 18 16 co 000 00 c C) n 0 coo. 000 Ul 7 1,020 w CO T m so coo F-iZ 0 coo in < 1 "1-, 0 0 w 2 6 H M w ,50% Doe 0 000 coo (D z 0 rilK 396 f 23071t @l ::rm I w/* 00, rt U)z 1 2 En 000 000 w 0 Z 11 0*0 coo 1,0 :4< 7*17 000 P- M w @:s : 0 @,c coo 1*3 coo - ---L- . 000 0 204 . . ....... In coo 000 0 00,0 coo K (D ril 0*0 coo\ 11-16 000 ho 142 000 w 000 0. pi > 00 coo U) Ell 0 0 0 50% 7 f 230 W 2 r, or cn 0 0 , I R . 10 0 0 z 20 -n 0 30 Fj K _lj0 40 Ic 0 U, m kDm m t-h H z 0 0 m < 0 H- (D z 50 Go- 0 60 0 > F-I Enr 0 o Z 70 rt- < I- m I 0 Z 60 @j Q 50 40 -:3: 40 0 ft 0 40 F- M -n N 0 40 i@ " --I ____ 0 0 m ti @_ m rt 0 z 20 0 10 30 Fl- o P) ;o F- 10 Zq NJ -0 (D 0 0 rt, Fl- o m F-i 0 TABLE 17-35 NATIONAL AMBIENT AIR QUALITY STANDARDS standard a Parameter Primary Secondary Parti cul ates Annual Geometric Mean 75 ug/m3 60 ug/nj3 24-hour average 260 ug/m3 150 ug/m 3 Sulfur Dioxide (so?) 3 3 b Annual Arithmetic Mean 80 ug/M 60 ug/m b .03 ppm .02 ppm 24-hour average 365 ug/m3 260 ug /m 3 b .14 ppm .1 ppmb 3 b 3-hour average na 1300 ug/m Nitrogen Dioxide (N02) Annual Arithmetic Mean 100 ug/m3 100 ug/m3' Carbon Monoxide (CO) 8-hour average 10 mg/m3 10 mg/m3 9 ppm 9ppm 1-hour average 40 mg/m3 40 mg/m3 35 ppm 35 ppm Hydrocarbons 3 .3-hour average 160 uglm 160 ug/m3 6-9 A.M. average .24 ppm .24 ppm Photochemical Oxidants 160 ug/m3 /M3 1-hour average 160 ug' .08 ppm .08 ppm a Standards quoted are maximum values. Primary standards are "health" related, secondary are "welfare" related. The standards, except for annual averages, may be exceeded:only once'per year per moni- toring site. Annual averages may never be exceeded. b Secondary stafidards for SO have been iemporarily revoked due to the Ifenergy crisis" (per@onaf communicatilon,.EPA, April 1974). SOURCE: The Federal Register, November 1@71. 17-300 TABLE 17 -36 AMBIENT AIR RUALITY, $TANDARDS XATNE FEDERAL STANDINGS MAINE STANDINGS Air Contaminant Short Term Long Term Short Term Long Term Suspended 1 hour 3 hour 8, hour 24 hour AAM AGM lhour 3 hour Shour 24hour AAM AGM Particulates Primary 2600 75 100 50 Secondary 150* 60 Sulf ur Dioxide (SO2) 3650 80 Primary Secondary 1300* 260* 60 1 1100 230 57 Carbon Monoxide (CO) Primary and Secondary 40* 10* 40* 100 Photochemical Oxidants as (03) Primary 160* 160* and Secondary Hydrocarbons (Hc) corrected for methane Primary 160* and Secondary Nitrogen Dioxide (NO) Primary and Secondary 100 100 CD Note I All values are ug/M3 except CO which is mg/M3 Note II A A M-Annual Arithmetic Mean A G M-Annal Geometric Mean concentration not to be exceeded more than once a year Note IV Gases are at 25'C & 760 mm Hg Source: Maine Department of Environmental Protection. TABLE 17 -37 AMBIENT AIR QUALITY STANDARDS NEW HAMPSHIRE Annual Annual 8 3 Arithmetic Geometric Hour,' Hour Hour Hour Mean Mean Max@ Max. Max- Max. S02 60 uglm3 260 ug1m3 Particulate Matter 60 ug/m3 150 uq/ Im3 CO 9 ppm 35 ppm NOX 0.05 ppm Photochemical Oxidants, 0.08 ppm Hydrocarbons 160 uq/m3 Source: New Hampshire Air Pollution Control Comr@ission .17-3.012- o COE-LT m-3 ol C+ P, wo C04- @3 #I - pw C+ Oo C+ Id p 00 1 0 0 CD 0 0 >4 0 m 0 ro 04 0 H. 0 ra 0 + lzu ro ts ci- (D co 0 C@ 0, pi ts m ca pl- tl @l Pi W PA m 0 CD rn C+ 0 C+ C+ p 1-4 @-j co '1 0 :1 0 0 @-4 g P, M Pi 11:0 1@1 0 m 0 P. 0 00 0 W. 0 0 0 rt pi 0, 1 0 rt m(D 0 (D Pi 0 P. CD c+ CD t:r PA m Fj N) (D 11 0 (y\ -q ;=,Gq --4 0 0 --T\ co ca P. 0 C> 0 4P. 04 P. 00 0 0 \.n 0 rp CD. C+ M CD 5 CD rD W L) (D o 11 P) lh 0 0 @d p o 79 0 N) 0 LA) 0 (D (D (D C=' w Fj. __o :3 ca (D (D 0 (D 4 (D0 0 co 1"A M 0 0 V-j ti LO 1+ P, %-n 0@ ID0 1-- W* :3 m m (D (D (D0 0 . VC) Id V-A cl, W tri CD (D P) @a ri) 100 @n 0) (D >4 > & 0 1 (D CD (D (D (D 0 (D m CO P. 0 m rD ;:r P. m (D P. Ci. (D8 0 C'F I P- (D ri ; (,I CD,I (D 0 9) @T CD & (D 0 rD 4 ct c+ H. t::r Id ON P iv P 0p 0 FJ- (D CD fu f, 00 t4' LA) t:r P !:4 H p Inz 0 0 r\) M) 0pq 00 -4090 -4 0 (n pt 0 0 r3 0 0 :1 " 0 (D CD CD LA) (D (D ct ril 4 M 1 0 0 0 0 00 3, 0 pi co (D a 0) (D CO (D'(D r\) ir5 Zn (D co 0 VI c+ > c+ n X5 PA m 0 0 tn m (D 1 11 4p (D M (D (D C+ p H. P- r=- C4. P. -m- 'Cf* o tj o z 0 0 ED 0 g ?9 co 0 Pi Pi uq Pi m Pi n 0 o 0 p 0CD 0 m p p H 0cF 0 C+ PA MP. CO H W P4 0 m 0 m 0' (D (D m 0 (D 0 I*i F-J 4 CD @l a 0 P* CD (D ID oI (D (D ci- ci- 4 m 0) t-6 (A 0 CD 0 (D Cl III Vo co CF C-t- 1, C+ )1, 0 0 0 (1-1 C) P. P. cf- 0 f-L C+ 0 P. :21 p 0 (D 0 03 rn ZA 0 C+ PL P, (D P. C+ 0 @l 0 w ON ON ro 0 9) 0 0 ON (D 0 ON C-1- p rt m P. o >4 m C+ O(D C-1- C+ (D gi P, 0 E0 ig r_ 9 ct CIF (D M 't"A) C+ w 0 pi (D P) :j Cj n co C+ (1) W (D H (D I (D I N) m E0 (D ty wti rb 113 P) P) (D (D ol C+ 014 (DIN N) (3,\ r/) t;l a, oN P 0 P, m0 110 0 P) 1 0 m 0 .4 x 0 P, cil r C-Fz@3 P. 9 (D Oz@ oq f-L 0 aq oil P) orl V1 C+ m CD 2: & :!@ "I P3 (1) W M W C+ U-) lr@ P. (.0 P1 LA) ti -L,A) 11 11 LA.) 0 K) lk.n 0 0 . - OQ - uq uQ U'l cc) 0 p (D Ll P (D (A) (D H ('D 1 0 1 K) iD !:s ro 0 0 cn P.0 M -P, p:3 P- 0 0 OD I f:@ :5 P, H @4 U) m CA 04 19 p 5 o" w 0c) m --jH to 0 p QN (D 093 k-n P) \.n M N) \,Q c+ ca co OD 0 CIO m CID P) W (-Aj C+ RDqiji oq m C+ Oq C+ m LU w (.0 Lk) 0 E 0 OQ (D (D m (1) to tz 04 g, M\.n -11 N) 14 Q,\ (14 @-j cn 0 0 PD U) (D P) o:) CO (D --4 @,o ct :3 t3 NO 0 Pi (D m (D ("D P- P, %@; \-n ct (1) at]0 CIF @ oq oq C+ O@N m1:1 (D SOC-Ll rD' o- 0) C-) c 0@ rD w Ln v) -0 -0 -u -0 s co -5 = :I_- = ppoooocr -. X- = 0 0 0 5 -1 -1 -5 CID c- (0 CD iw 0 0 C-11 0 -0 -0 C+ C+ ri- C+ -1 C.. a 0- 0- n c 0 0 0 -@ - - - rD V) rD -- 7@- C+ -5 -S sw w 0 w w --h ri- 0 Qj C+ C+ = = = = = 0 %aj CL CL CL CL 0- -5 UZI @rl) CD 0) sw 0- fD Cl+ --q + - RV) a -. 0 C+ ct rD 0 c+ rD rD -s IT 0 Q)o C+.Pi Ln Ln 0 V) n 0 0 0 1 o o n n n cr 0 a 0 M Ln C+ =:I m CD jw w NO 4h, -.4 N) 111 C= 0- w Ln --j CO w - N) - M cu m 0-- cc C+l sw r- 0 m sw 4.1. Ln U"M, 0 --4 N) *-J W co cn 4@b -Ob =r G -4 rl) W M tD Lin r%) sw (n -,, v m _0 C-+ CD rD M V) 0 IrD @- 0 0 X =c E3E 11 11 0 -. --fD NO (A V) -P. - C) LYI w w a C NO CO kO L" C.) Fla =r (D co cr C7, - 0 *--1 a C: l< m m rD *1 -5 = m sw a- cr C) --I 5 rD 0) Pj 0-0) )> l< = . C:) 0 m ;v ::E 0 a- 0- 0- C3- CL Q_ CL Ul MR- 0) -0 m .40 0 LA rD C+ -5 5 0 m r- 0) Di Ul - N) C) r- CD ;a CL rL CL a- CD- C) CL CL ;.o CID (0 C:) C+ M C) -4 (D =r- P" V) C) C-) =5 ko =3 CX) C+ =r 00- If CL 0- CL CL CL 0`1 CL a- co CD :> in Oj LA a) CID c+ W C+ m c :z Cr C-) CL. < 0 X M W N) rL -4 a- a Ul C+ Cl) -a" CD (D (A s 0 (D (M (D 0) = Ln U, Qj Cl+ C) w 0- m 0- cn CL Oo (D CA C+ C-)' 0 UZI 4@- Lri =3 41@- :3 C> Ul 4r+ =r =r (D cL V) C+ C+ M! 906-LT.@ cr 0) C+ C-) ;a C-) 2,z- oj )--.0 --ill 0 C+ 1 0 C+ =r CD -b C: 0 w (M m 0 = -1 C+ 11 =- CA -1 =r pi C+ o- E3n c (D CDM C+ -S C+ = I C4 C+ C+ (D IW -5 C+ CD0 0 w C+ Ln CD Ln rD cn 0-0- 0 iw w CL 0- M @a V) --- Q1 m C+ m 0 CD 0 X > --I R3 0-. Cl x% CD z to .. q C* 0 C+ =r -0 m I L" CL =r (D ;o Ln co - W , m Cl+ < C+ m m rD Di0 C) Ia. CL rri -0 m A:D > = = , M m r- C+ (D to oi r+ CA CL F CD C') C+ =r V) =r (D > 0 m C+ m C-) < C-tl V) > fD M SW 14- C+ cr cu 0 .1,+ cm un ro C:) =r Ln CD fD V) -5 ri- 0 (A :3 to Lrl Cn C+ =r W =r (D V) C+ TABLE 17 742 AMBIENT AIR QUALITY DATA, CY 1972 MASSACHUSETTS SOURCE- UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, SAROAD PRINTOUT, EPA REGION I. Monitoring Station So N02 (ug/mj) Particulates (Ug/m3) 2 (ug/m3) (County/Town) a Annual Highest Highest Annual Highest Highest Annual Highest Highest: Mean b Dai ly Monthly Mean b Daily Monthly Mean C 'Daily Monthly Bristol, Attleboro -cr 20 183 77 -49 154 89 43 184 60 Middlesex Ayer -sr 7 29 9 47 81 51 37 167 42 Billerica -cr 4 13 6 26 88 43 27 112 36 Suffolk Boston -cc 13 80 80 132 353 229 80 226 145 Boston -ru 17 94 68 ill, 517 181 70 217 217 Boston -ci 122 297 137 156 406 244 108 352 181 Boston -si 31 176 95 129 286 165 81 199 151 E. Boston -ci 34 136 78 124 596 252 62 159 85 Boston -ci 51 152 68 128 282 148 103 250 120 Norfolk Brookline -cr - 21 128 69 82 250. 125 47 88 66 Middlesex Cambridge -sr 15 42 35 18 230 182 58 89 80 Cambridge -sr 20 107 69 91 239 144 44 '107 62 CD m M, M m J. W (A X ta. m -n ICL -n -S -n C-) C-) CL (D (D a) CL C-) CL 0) (D 0 0 CL 0) 0) CD -5 CL 0) cu 0 C+ - -S x :E :FE- ::E:< x 0) ct 9 E m -h -h CD a" CD M (D -5 CD CD _=9 C+ 0 0- 0- (D 0 00) (n t/) fD -1 V) 0 aj 0 -S -1 -1 (D (D = =r :3 CD 0 cr ;v CD -4 CL Ca. CLx r) U:)X C+ - CL a- X m M =r (D < tn (0 0) 0 CD M (D CL OV) N) 3E 0 0 0 (D 4tl- N) C) Ln (xi 00 oll Ln W 00 rl) C) -0. r%j _P.. 4@b N) SU (M @4 r\) CA 14 ko im 14 F\) -4 @- = N) ko 0) CC) W 40% CA) tn - M UD w to Ln ko 6< V) C+ 0 =3 cn al r1i w rlo C) w cn C+ to a) 0) co (n ol N) tD -4 w @.o C+ -Ob 40 4@:- Ln 4::- 14 41!- 0) w Ln :3 cn m m W -4 (n w -4 0. W N) TN.) r%) F\) 0)(0- N) %0 m ko co -4 r@a 0) r%a m = a C) %@j ko 4-% C) ko w w (D (a C+ CO L" M w Ln W, @4 C) cn 14 -4 -P. C) to r%a :3 4@- (D w co w [Na ko tn. C+ (D co cn " w -r-b L" -Pb 4@h 4:N =3 LD ko C) w tD Co. C) w fZ- C+ 0 w 0) U3 soup CA N3 co Lo ko 4@:k m CD m kD Cl) to m -I- M CO --4 4 W N) tn kO ko ko ko N3 C+ M(O C) @. , = -Ph C) w *%4 M m --j co L" Ln M -4 C::> C+ 4h C) W 1000 N) Ul Lo OC) 00 Lo a- Ul =r m tn C+ TABLE17-42 (cont.) Monitoring Station S02 (ug/m3) NOP (ug/mj) Particulates (6g/mi) ,(County/Town) a Annual Highest Highest Annual Highest Highest An'nual Highest Highest Mean b Daily Monthly Mean b Daily Monthly Mean C Dai ly Monthly Norfolk Needham -cr 9 97 25 62 145 100 37 71 50 Bristol 159 40 72 New Bedford 7 17 17 80 159 54 New Bedford -ci 16 65 45 50 113 70 34 96 49 Essex Newburyport -cr 30 199 111 42 137 83 31 74 38 Norfolk Norwood -cr 17 76 41 79 252 131 43 110 54 Plymouth Plymouth -cc 13 52 22 39 118 62 37 99 50 Norfolk Quincy -cr 39 196 102 105 288 241 52 150 83 Suffolk Revere -cr 38 191 104 113 271 201 56 157 82 Middlesex Waltham - ra 11 168 67 67 370 118 42 141 58 Woburn -ci 11 84 32 89 224 138 41 106 56 a cc = center city-commercial sc = suburban-commercial sr = suburban-residential cr = center city-residential ci = center city-industrial si = suburban-industrial b r = remote ra = rural agricultural ru = rural near urban Ari thmeti c mean c Geometric mean d No data CD OTC-LI 0 E3 -S -S -5 -5 IW -is r- < CD ct sw -5 W 0 - C@ o 00-14 5 :3 2 @. C+ 0 C+ = C+ < < C+ m C+ (A 0 a 0 V) =:-!h @- @- C- CD C+ = -% 0- a- o 0, o a ct 00 C+ m M M< < < 0 2r M = = M -- -- -- :7 < CD@ M - Cl- 0 0 0 C+ OL 0- C3- - r+ CL CD CD M CD M CD M = = = : 2 C+ n 0 0 M M CD M 0 w LA 0 n n 0 0 LA Ln 0 (h En (n 0 EA n -1 -S 0 -S CA CD 4::- r%) W w 4@- iw N) ,J 0- 4:@- W 4@:,- 4::- W M 0. W 4::- rn Go w ko N) w m Ln ko 4@N 00 :7 G LO Ca. W CD C) C) W 0- 0 0- Q. M -@j M to (A -,, CA M. 4t!- C+ LO Ln 0 to cyl :3 -4 -@j 4@0 al Ln (n C@) LD 4@h C+ = 10 rm ro a- Ln r) m ko C) tD W CL -,4 m CL CY) co (D ;o V) l< c+ :z m C) m q = t=7 C) m m C-n :3 N) r%) to ko 4m -j = 60 ko al 9D r,, r M -@j a. w Ln Lri CO ko L" 4@,. CL to Cl. a- W a DD. M C) C3 Cy IV (a - w cn CO = ko :3 w N) = 0 C) 0- -4 t.0 W C) M -4 0- i= w N.) (D 40 C@ W C+ CD M W%D-CO-CO-= a) C) -4 C+ 4D-WW-CD-4UIWD- -,CL m Ul W (D W m tD l< C+ m 14 = N) C-) M -i (n Ln 0-, 4t:- W C-n -@-@W -P. w ia) 4 Ln -4 M -4 tD -,J M M 4M 4@z M C) a C+ lr+ Lj @ L,) 0) U3 (D Ln Ln m ul " " ko M Ul m Ul C) = V) C) (n -4 1,0 M 10 Ln 06 W -4 M, rla C) (D C+ C 0 = -4 W %D 1,0 C) W Ln W -14 -4 LJ 00 (n C+ =r M W -P- W -4 CL W tD =r (D C+ TABLE 17-43 (cont.) tion @O (ug/mJ) Parti Monitoring Sta 2 (ug/mj) N02 culates (ug/m_Jj_ (county/Town) a Annual Highest Highest Annual Highest Highest Annual Highest Highest Mean.b Daily_ Monthly. Mean b Daily Monthly Mean C Daily Monthly Washington Charlestown -sr 25 84 70 62 203 129 22 88 34 No. Kingston -si 21 69 42 68 292 160 32 118 58 Washington - r 4 8 8 43 292 156 30 103 67 Washington -sr 24 78 68 52 105 59 30 50 39 Westerly -sc 23 98 40 100 275 2@O 43 142 76 Westerly -sr 218 89 56 62 199 136 24 76 34 Newport Middletown -sr nd nd nd nd nd nd 32 74 40 Middletown -sc 33 146 52 72 258 199 nd nd nd Tiverton -sr nd nd nd nd nd nd 36 114 61 a cc = center city-commercia .I cr center city-residential sr' suburban- resi denti al ci = center city-industrial sc suburban- commerci al si suburban-ind,ustrial b r = remote 'c ra rural agricultural d ru rural near urban Arithmetic mean Geometri c mean No data TABLE 17 -44 AMBIENT AIR QUALITY DATA, CY 1972 CONNECTICUT SOURCE: UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, SAROAD PRINTOUT, EPA REGION I. Monitoring Station S02 (Ug/M-3) 92 Wg7m3) (Ug/m3) Pa rti cu I a tes (County/Town) Annual Highest Highest Annual Highest Highest Annual Highest Highest mean b Dai ly Monthly ean b Daily Monthly Mean C 'Daily Monthly New London Groton -rc nd nd nd nd nd nd 46 166 77 Norwich -cc nd nd nd nd nd nd 62 142 87 Middlesex None New Haven Ansonia -cc nd nd nd nd nd nd 83 170 108 New -Haven -dc --26- -75-- 5-1- 1-59- -29-1- -239-- 1-31 --94- .Fairfield Bridgeport 28 90 75 171 316 242 51 117 77 Bridgeport -cc nd nd nd nd nd nd 57 117 74 Danbury -cc nd nd nd nd nd nd 74 172 115 Stamford -cc nd nd nd nd nd nd 163 363 287 Stratford -sr nd nd nd 70 141 87 nd nd nd a cc center city commercial cr = center city residential sr = suburban residential ci center city industrial sc = suburban commercial si = suburban industrial r remote ra = rural agricultural d ru = rural - near urban b Arithmetic mean c Geometric mean No data CTE-LI :3 0 0 0 0 0 0 0 A CR 023 CR a C9 ?4 R aQ 1.4 P4 P4 P4 P-4 m 0 0 a 0 0 0 0 w 0 C-,) o 0 0 0 0 0 C+ n 4 n c 0 OV) C+ 0) w to 0 V, 0 -4 ON vi -D CD -i c- C@ %0 0% P, CD -- - - - - - - P- to w Co a% 4- r.- 0% co = pi LCL,:" 0 0 0 0 0 0 W -. , -, La -1 10 0 %Q %0 0 -1 -4 -4 Un -1 %0 CY, %0 -4 C7, 0 %0 -4 rD Pt OD a* 0 cy, P- %0 *-j w m C7% 0@ a, 0 N, 0 P.- 00 r') -4 X =C C) = La C-+ =r =s- fD rt. CD C., rD C+ C+ Ln Cl+ C) t- CD = 1--a P-4 oo 00 Co %a 0@ oc, 0@ 0 OD 0) = OD PQ IQ r+ 12) t- r-.2 ha N2 Pj PJ U:) fD -4 W %0 t.A 0% 0 ON ton, r, C=D 'n C-+ 0 C.+ =r V) C-+ if IV w F 2 12 2 lip f .2 .2 1? IF il .2 e .2 z z 0 (b m m 0 n n n 2 c m m ffi m Q. Ia. 0. a. Q. 0 Z C+ C.+ 0 "%D "OD La 0 0% Ul 41, w C+ 0 o 0000 000 0000 000000 0 c a, tn %A c7% ul li li li @j -4 V 00 -4 %0 00 a% Ch 14 OD a, Lj OD IJ =r 'o OD o% Ln (D L-3 CD %Q 4-, 14 tn IJ %D 0- W V) C-+ =C C-+ =r CD C+ M X. =7 tv CD I-d C+ C+ :r C+ Co @Q %Q w4 -4 W, 0 L" 49, 0% %0 P-A 0% 0 C+ %-A url ao I w un 0) 0% OD QD-- =-I MI+ C+ C+ m m m m m m 0 w 0 m w 0 co to (a (A w C4 rA rt ct ft ct rt rt rt rt rt w i F La w if F o n R n n n o o oft m 0% 1% Or w -'r W -"r Cr =1 Or 0 0 0 0 m m m m m m m m m F" 11A P@ @fi 0 0 r 0 C, mr 10 0 0 m w 0 w 0 0 1 a 0 rt rt cr rp rt rt ct rt f? pr pr :3 = -1 (D 0 m m m m m m m 06 01 ?1 -4 L#j V, tp 1-n L" LA LA Ln V1 LA . . . . . . . . . S. 8 ICS 1.4 %a %0 1.0 %a Ln 4A 8 8 ig co @j 1-6 P" %D rQ to 1- 0 0 1 1 ol C) 0 o 0 C@ 0 0 0 10,0010,00 0 cl) cl) 10 a, (ID C, > I C) co tA P" %0 w 1--& =C 0-. C+ (D C+ > (D C+ (D l< r+ w LA 0 0% cr@ kA tA 00 0 % co %0 I.A I...- a) P- 0- t%) t-2 0- r4 " tQ 1-, 4, W I-A t%) (a ICA @j 00 I-A 0 " " w *@j 0 %0 %0 1-& 0- 1.- vs LA OD 4-@ %A a% co co LA 4, w C> LA 0 -j W OD %0 %0 rQ C+ (D M C+ 0 = to r + tx =r (D (A 1@z3 C-11 91C-LT 0 @c X V 0 > m mm m m ti w W w w to (D 0 P- ct r1t, Fil rt cn .4 (D @-hM 0- (D H. rr (D 0 (T 0 m 'D rt rt rt 0 -1 I.Dmm m m H rD . . . . ?I 0 Eg (j) PI ct :3 (D El fm p) (D P3 @-d 0 V) 0 03 ul 0 ol @n %D %0 1.0 @n :@r C+ rD 7V cm m43% knw --3 0) jo t?% C+ 0 Q- 0 5 - 0 0 t-a (D rt M -_I 0 Qj 0 i3j :3 Fc V) @3 rt gu F" @3 Qr) 0 CD rlt (D 0 rt H 0 C@j :3 4-1 Ln CY- CD C+ C) :37 ro r+ pi -1:1 1.0 0 0% :3 -1 C+ co CD CD P. C', C, co C+ 0 (D CD :A kA C+ 0 = C+ =7 (D V) 6@j ILI tL, @11 I'd C-, 'M k,) tJ n C. 0 (D 0 ct cr cq (r) 0 t", c 0 rt L< P) @:on 0 rt clt 0, rt "71 < @:' (D C) C) fl @11 0 (n k< 0 CD 0 0 0 c 0 0 0 0 0 c 0 0 0 0 0 0 0 0 0 0 C 0 c 0 0 C. 0 0 0 0 'D @D o tjd C) > 0 0. C sw lLn co N) (,;,% V! C.') @lj c; cr-, td t7' 0 C-0 0OC-300 0 0 0 0 0 C.) CD 0 0 0000 t=j . . . . . . . 0) un -4 0 0 0 .0 @-j0 cc 0 0 00 0 0 0 o 0 --r picl (D -3 N) w 0 n -j Ij w @r CO VI Vl co 00 L'i XN w a) C) o co (D " N., w @D 0', (3) M G@ Lrl --J 00 Ull co --j co x@, o V, ca C+ (6 C) p C+ =7 0) M tl) l< C+ ZE: X @r. 0 0 0 C) m > - CD C) *0 po t3@d cr- C-- 0 0, (D rt H Fl- V) (D Fl- Os T-- X, Ln Ln Ul F-- 00 4--Z un a\ U.) M w (3) t=j tz) Ul --j Lo a,% t:j 0 tv 0,@ 00 W c3N IW . . . . . ., . . = c %.D LI) 00 CD c+ (D (D C+ 0-. ct M C-4 rn tv to 0 ct Po 0 CD ;:r P: F' 'C@ C 0 (D 0 (D f.' @l I @ 1@ p - rt ril" C: H I'l (r Ct 1-1 @0. (D rt- 1-1 (D (D F@ tD (I, rt 0 @71 0 (D t@, rt VQ f 1 0 o t-I "D 'h (D (D il U) (D G, P- !-h co H. CD 9) F- rt 0 V) F- 0 C+ 0 @l (D @-L C+ O)o rD =r c M cn C+ =r C+ z txj txj F-3 L4 (D C:@ f-3 C+ to (D C+ 0 vi W L'I I-.w CO w m 0) -j CO P.;CN @j C) CN @-j (n, t-I t1iH -Ij M, al ;j @D 0) @.o C+ (D (D C+ C+ =r m C+ 61E-ZT CL0 crw -10 H.m C:. Pi 03 c rt t-h M :I t7l M 0 0 rt P. ctH to 0 H. cl, 0 V@ .0 rt r- C+ M 0 Z.0) C+ rt Iwo 0 0 rD lw FJ- H CD Co 4@- V) -@, Ol C+ Ir rD 0 C+ @4 F-i L< r+ m > rD H Ul Pd m =Z a to V) C* F-3 > 0 = C+ ::r (D C+ M M w IN w -j -a CO Ln Ln -N Fj (p p, Lo CD Lri M L'i . . . L"? CO r- ah 0, 'D C- +5 iw r+ (D CD C+ =r (A OZE-LT En z P@ 0 cr .0 0 t:i 100 0 C@ 0 0 0 P. C+ P@ m 0 1'. 11 .4 ei H 0 C:0 ig rt lcn m 0 Or rt OQ rt En w :D' 0 rt 114 9 1 5@1 50 to H* rr r- C@ --i 0 (A 0 0 0 Fl- rD 0 > rD gw t=l 0 zi OQ rt 0 fD W (C P. I'D to 0 Ln F" 0 0 ::1 rt C) 0 0 Cl t=@ t--) l< C-1- 0 FJ- 0 m (D co m H. @-A -@j 0 > ct F-I H 10 C@ cn UD t24' ?@ t= 0 rt V) cn rt M Ln rr C+ rD =3 H -F-I 4- ru iw F@ -S C+ q, UD 0) 00 o-, @0- =-I C-+ rD rD l< V) Ln c-+ 0 C+ = CD 0 tj @ W l< c-+ TABLE 17-48- AMBIENT AIR QUALITY DATA 1972-73a MASSACHUSETTS Monif6fing Station so2 (pIPM) 96 ( P--PM5 1@articulates (ug/mIj (County/Town) Annual--Highest Highest Annuaf-Highest Highest Annual Highest Highest Mean b Daily Monthly Mean b Daily Monthly Mean c DailV Monthly Boston [email protected]. .013 .045 NA .056 NA NA 70 147 NA Boston Kenmore Sq. .024 .082 NA .065 NA NA 99 347 NA Boston South Bay .014 .067 NA .049 NA NA 77 199 NA Boston East Boston .099 ..052 NA .043 NA NA NA NA NA Boston Central Sq. NA NA NA NA NA NA 58 101 NA Brookline .011 .039 NA .040 NA NA 47 102 NA Cambridge Harvard .010 .026 NA .043 NA NA NA NA NA Fall River .006, .025 NA .030 NA NA 48 99 NA Falmouth .003 .016 NA .019 NA NA 4.8 82 NA Framingham .007 .028 NA .035 NA NA 48 151 NA Haverhill .007 .025 NA .027 NA NA 41 96 NA Lawrence .016 .112 NA .035 NA NA 59 164 14A Lee .003 .016 NA .015 NA NA 33 106 NA Lowell High School .006 .079 NA .027 NA NA 52 126 NA Lowell,Fr- Norton Manor .:003 .012 NA NA NA NA 42 87 NA Lynn .008 .027 NA NA NA NA 43 105 NA Marblehead .003 .016 NA .026 NA NA 37 @96 NA Maynard .003 .010, NA .018 NA NA 29 100 NA Me Idford@ Fire Headq. .007 .053 NA .045 NA NA 53 110 NA Medford Wellington Circle .019 .058 NA .061 NA NA 90 266 NA Needham .004 .037 NA .026 NA NA 37 116 NA New Bedford .006 .018 NA .029 NA NA 36 81 NA Newburyport .013 .089 NA .021 NA NA 31 135. NA a TABLE 17 -48 AMBIENT AIR QUALITY DATA 1972-73 MASSACHUSETTS Monitoring Station �-02 (PPM) @Lo (PPM) Particulates (ug/m3)- (County/Town) Annual Highest Highest Annual Highest Highest, Annual Highest Highest Mean b Daily Monthly -Mean b Daily Monthly Meanc Daily Monthly Norwood .008 .029 NA .035 NA NA 47 235 NA Plymouth .005 .019 NA .021 NA NA 4o 118 NA Quincy Health Ctr. .017 .075 NA .047 NA NA NA NA NA Quincy J.F.K. NA NA NA NA NA NA 50 107 NA Quincy Fore River .014 .052 NA NA NA NA 80 209 NA Revere .010 .050 NA .042 NA NA NA N.A NA Waltham U. of Mass. .004 .018 NA .025 NA NA 45 113 NA Waltham Moody & Main Sts. .012 .040 NA NA NA NA 100 197 NA Woburn .004 .010 NA .043 NA NA 39 77 NA a October 1972 September 1973 b Arithmetic mean c Geometric mean SOURCE: Massachusetts Department of Public Health (7, fu@ Z. z CD, C_ F4 po W Z,o Im bd H n F4'' P FJ- (D M rt rt 0 PI 03 t-I I-h 0 rt, t3l 0 FJ- H'o 'o, cq (D FJ- H- H- g 0_ o Eml rt r_ rt 0 .0 'p-h (D :Pl Q., (D :31 0 0, lna 0 0 w (D- rt +-h ib 0 " M +- rt rt ft 0@ H. H 010 " 0 H-'(D r-L 0 C) ti 0 :3 03 -4 '0 'Pi M 10 rt (D Pq' 'F" -PI 'rL @O F,- 0 0 cn: (D go 0, F-6 Z z ul Z Z 4.- Z Z r.7 ct Pa rt .''o MN cl H-, 0 09 z z z z z z z z @:z Fl- @:r > > > > OQ H(D Lo -4 F4 0 FJ- z z rt :7, Z Z Z z z z ;> > :,> > > F-. 9) ]PD. ct F- C %.o all (MD z z W U) Ln 1-- 01% 00 tQ Z 1-3 rt z . . Z . 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CD -4 01 -41 z 10 z -4-41 w 0. r11 ;to r%) 10 w ID w o@ O@ 0 41 00 41 0 %.Nco OD 41 co co 41 41 WW- 0 col Q* CD W N OD .11"W w U, Go r@ '0.00 ;w w 00 co @D W - -, ww s." -4 co 0. a, .91 lo LA 17-57 TABLE EMISSIONS INVENTORY SUMMARY CONNECTICUT COASTAL COUNTIES CY 1973 (tons/year) PARTICULATES SOURCE __qO NT Ll _I _ New London Middlesex New Haven Fairfield Process 4 234 29 0 Fuel Combustion 3,613 @2,251 3@927 2,615 Power Plants 1,924 945 1,369 Indust./Comm. 900 @27 2,982 1,246 Solid Waste 49 43 2,749 1,131 Total 3,666 2,528 6,705 3,746 SULFUR DIOXIDE (S02) SOURCE COUNTY New London Middlesex New Haven Fairfield Process 0 0 0 0 Fuel Combustion 19,660 29,034 23,052 24,549 Power Plants 15,003 27,953 11,496 19,522 Indust./Comm. 4,657 1,081 11,556 5,027 Solid Waste 6 5 1,127 98 Total 19,666 29,039 24,179 24,647 17-430 TABLE,-17-5.7.(co.nt.) NITROGEN OXIDES (NOX) SOURCE COUNTY New London Middlesex New Haven Fairfi eld Process 0 0 .0 0 Fuel Combustion 10:3,690 19,718 23,800 29,492 Power Plants 7,482- 18,632 .14,498 25,509 Indust./Comm.. 3,208 1,086 9,302 3,983 Solid Waste 29 16 3,002 234 Total 10,719 19,734 26,802 29,726 HYDROCARBONS (HC) SOURCE COUNTY New London. .'Middlesex- 1-N[e-w Haven Fairfield Process 0 197 1,076 277 Fuel Combustion 517 821 873 3,111 Power Plants 375 756 366 517 Indust./Comm. 142 65 507 2,594 Solid Waste 18 14 1,493 243 Total .585, 1,032 3,442 3,631 CARBON MONOXIDE (CO) SOURCE COUNTY e-x @Fa-v Haven Fa New London Middles irfield 'Process 1 1 0 0 Fuel Combustion 45 14 40 32 Power Plants 41 12 5 7 Indust./Comm. 4 2 35 25 Solid Waste 60 41 6,850 1,540 Total 106 56 6,890 1,572 NOTE: Totals are the s-um of Process, Fuel Combustion, and Solid Waste loads. 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C@ - > ni C 'o In r- I- r- > C') > > r- z -4 a: !@ C-) C: -4 - z 0 -4 :@ I @6 > In 0 V, In o > m 0 Ln ni m n z (A :K L6 C.- c) C-) x z L) 0 0 > C) 41 3> x C) 0-4 0 Z - C (n n z W -q CD rl) %P m > t > -4 m 0 0 CD N 'D X In --i C-) i un C'. Z ;o 0 X (A In 0 z N 0 -4 :4 N N In In -4 C-) C In -n -4 i z I 0 -4 m z (A tA C@n M x 0 41 OD VI w ;v > z 0 < In 0- z CA X m CD N ol 41 0 00 > (n I ul w Co 0, 0 (A OD OD 'o X N ol m ol -j > 10 %D Ln ol 00 co 10 (A om r- *C, x -4 O@ OD 10 1 > 0 w o 0 t (A X @o co 'D 0 %0 1- m --I --I M m 3c 3 0 0 01 0 3: 0 0 0 01 C z z z z o 0, z x cl 0 2. z fA (A V) > (A c "n LA 96V LT -n r- 0 --4 0 3 0 0 z 0 ;v m 0 z x m > x m m 10 C -4 > - m > m z M 0 Ell rr. m rn x -.4 Ln Ll@ -.i L'I 0 --1 X Z) Ln m &M Z m --i m C. --i " x x ;Q - 6 75 -0 OD X - r-. X ;o -4 CD > f- C > r, a m -V m r- r- 1:.1 1 1 > z r 0 -1 C -4 > rn LA z m 0 > m (A M m z CA IA 0 z Cl) C-) 0 0 a (A 0 Z m P. Mi q P. > -4 n ;o m CO (A L^ m 0 IV z N 0 -4 m X 2@ LA r-i rz) 0 m -4 m cn -< 0 c X 0 -< r) m Ln z 41 41. CA (A ;0 m 3C M M o o q z z z m cl Z z 0 z z CA (A > > 0 (A CA (A 4= r r- > > r- C-) _4 r,- o 0 o o 0 z n x w v 0 z @l @6 w 5E m M --I A7 10 -4 > @; m > m z m cl. (A rn M X T. --i _4 Ul -4 V, Z -4 LM 0 --1 -.1 x c (n > m C - _ = = .64 m C -4 C X m I m 0 V) ;p x ;Q r- )o X - 0 M X CD .4 > > m r- r- cl n CA > -4 ;l 0 -4 > m V) r" > m (A m m Z LA z r- 0 0 0 Z a 0 17 > C_ 0-4 0 Z C: .0 Z C3 M > N co > --i co ;o m r@) X 0 CA Ln (71 t=P -0 > 0 z N D 1 -.4 m ;D -44 _j > I X C-) m __4 Z i -4 rn (A In 0 c (A m :9 > X CZ) X z 0 < 0 rn > -A 4.4 X C: > rv rn A rn %.n ;- fn ;4 C) 0 0 C) o 0 1 z z z z 0 z z 2 Z (A V) CA C) > (A (A Cl$ r- > 0 op r r 00 -DARIEN FAIRFIELD COUNTY _._CONNECTICUf-PO I NT-- SOUR CE--EM IS S I ON-INVENTORY,_SUMMARV --STATE- ----7--REG I ON--43- COUNTY ---46---- REP OR T----COUNTY-:-SUM. MAR Y- PARTICULATES -S02 CO ------ HC NOX- FUEL OR UNITS (TONS/YEAR) (TONS/YEAR) (TONS/YEAR) (TONS/YEAR) (TONS/YEAR) SOLID WASU (/YR) PROCESS FUEL COMBUSTION 2 2 3 POWER PLANT ANTHRACITE COAL TONS BITUMINOUS COAL TONS RESIDUAL OIL M GAL DISTILLATE OIL M GAL NATURAL GAS KM CUFT OTHER INDUSTL COMMCL 2 2 3 ANTHRACITE COAL TONS 7 @7---_- BITUMINOUS COAL TONS RESIDUAL OIL MGAL DISTILLATE OIL 2 2 3 967 M GAL NATURAL GAS MM CUFT ,OTHER- SOLID WASTE .88 9 -220 9 13 MUNICIPAL INCIN 88 9 220 9 13 TONS OPEN BURNING TONS ON-SITE INCIN TONS OTHER TONS TOTAL EMISSIONS 90 11 220 9 16 66V-LI -m4 :cl 0 0 0 0 C) -4 Z 'V V 0 Z 'C: 'C: '-j L>' M X ol rh o U, -.4 ---.4 -4 W --IZ m 4 m m C: x 'Q a @-4 :2c x i Ca V)X W 3 rr X :;u- 0 ;Q CP 0 --1 03 > I- c r- -c: > rh r- > r- > z C) > @jp- r, -0- z --10 ---q -4 C., w m rn 0 (A m rn In 0 0 0-4 0 z c C:) X m C-) Ol C) 10 m m m CA CJ m I- z --I -< M z m > W z 0 m (A 0 m > 0 fA ;D 0 C) 0 Z z z z z z a z to 009-LI -n -v L@ 0 -0 m 0 r- C-) 0 ci 0 x c-, z 0 )U co 0a 0 z u :c m -1 > - M c --q > 7% Z rn V) X I m Ln M -1 (1) Ll, --1 -1 x 0 (A m V) z > m C 1 -4 --t c X C-) (A )u ;a - 01 50 r- @o ;o x CV > C: vi M m r- > z n > V) > 0 --4 C= --1 -4 z m Ln rn m 0 V) M M vi :i; L" 0-1 0 Z C Ln C')z C=) rn > I kn > -.1 m OD N OD 0 0 OD OD m 0 a, cl*j C= (A V) ... -V z 0 --1 r, m N I P rn -4 0 -4 > --I (A r- 0 0) co N co 0 0 m M rn r- c (A fj m > %.n ol -4 ;o en m %A ID N N N ;o -< x m co L" ol JV CD w m N %n C> m -4 -4 3c 39 3c X 3c 0 01 C, 0 Oi 0 o o c z Z Zi Z Z G') 0! z z 0 z z > 3>1 LA (A X .64 (A 'n 'A V, V 0 r, 0 r, 0 6 :i a cb z a Al 0 Oll > x m 2: > - rn ni w en I m Z x 3: Ln r1l) -4 --1 ;@ T m > r?l -4 - c 3: x .;o Ln 2j X 0 -.4t .:p V CD -4 CP -4 t- c > r- c m r- 3> z -0 C- > z V) ;o > r- 0 > r- CD z --4 z --I C. 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C -4 " C- :T P V m X ;u r- 'C' 0 -4 > 9- c > > r- C 'D m r- r- > z 0 > (n 0 Z -4 Z r- -4 c --1 0 -4 )o z Z > m Cl) Ln ril > m w ril 0 rn 0 z V) 0 z C-) CJ f- C', C') 0 CD 17 17 (-I m > m C') 7i M Vw ;u m V) 4n m zz -0 z -n m x 6J X 0 -n M n c m z i -4 m I., V) ;D ni :9 > = 0 rn ;a > z C-) : C-) -1 m 0 z (A z 0 X m -n C: 0 rn r m -.4 -4 -.4 1. 0 0 0 3 ; 0 0 c z z z z z z a) z z (A 0 (A > (4 C-1 > (n (A n 909-L L r- r- :000 :t 0.0 ;i0 x Lv C.0 2: rn v -4 1> :@ el rr. rn 3:1m z x -4 V) :L --I V)0 m 0 z > M@c x 4 m C. --i > @4 UO f- > z 0. C" Z C-1 TSu XV1. mi -A C --1 -4 z Z P.m C@ fnm 0 r. incV, M M C-#Z V) z n Cl 3 r- z CIS 0 C) 0 > > r 1, i z (f) C)z --I C@, ci M > --11 D L,) C-) ;o Lei m m C) C.)Ac C) -n tit m 2no m w r m c C) m z m 1.3 CA ZI "o X m > C0 -n C: m 0 22 z (A0(A C.) C C: 909-LI xI -V OZ 0 i0 m r C") c -4 m > rn - m M n 0 n) X I rn z x T. --1 -1 Ln M @,q tl@ -1 -1 CID 3: m (A Z > M X. -w4 m C: -4 L6 ;o ;o - 0 3 X, ca (A -4 > > c- C: - > r-. C (p m c 'D m r- > Z C-) C, r- r- > z rl) 3> (11 x > > > Z Z r- -4 C. -4 C-) C, -4 C -4 -4 jo z Z m 0 C'n m 0 > m M 0 n ;;o C-) C) m > ME: 91 m %0 W OD X m C-) C-) x 0 (Iq CA m - Vn vi z -v C) 0 --4 41 3;- 00 w 0 r- C: Pq 71 C) m ;n z m tn -,o I tA Ln m V) r- 0 C-) 10 'o > z m to w 41 > vi En Z ol Ol 0 @o 10 OM I 2-0 0 10 OD X -NA X it :9 0 0 C) 0 X .0 i x 0 , 0 1 c z z z z z CA (A vi (A C") Ln vi IL -n V) LOS-LI 'o m C.') > I A z 'U c --I > m z rT Ln m T M (n Z M C --4 CA -4 1 3> > Z f7 C) r- z _4 r- Z m (A T) M CA 47) Z C3 70 C-) C) o 1 tn C-)Z C-@ iE ;u m L'n V)m i z m 0 L C) c 44 z M ;o CA 11m Cn 0 C-) 4q. 0 z 4C X kn r- -n (A XI 71 0 0 0 :z z z z z 0 z z 0 Cl: (A .0 m t- C', r o o 0 x O@j z 0 ;o w 0 ;Q w X m m -4 z -0 c M IZ C -.4 - m z M n CA x I m z "-4 Ln x I cn I --i (A (.n 20 (A 3 M 4A Z M i a -4 C -4 m C 3: X 1 X X 10 -M 10 Z 00 (A 3C- r. C: > r- C (A m '0 M r- c cq r r, X. > 0. > ;o > r- Z z -4 -4 -4 z 1 (4 M .0 > 1 M CA m vv &>n w C) z I- C-) c) a: 0 0 C>) rn > > -4 FT-1 ol ;o m z ;b 0 tA W m 'a z m (A 0 -n rm -i m t." "o V) n 0 c m OD w < M rn z rn N CA Z -4 0. 0 m -4 0 V) M rn x X X 3: -4 -4 01 0 i 0 0 3c 0 , i 0, a c 0 0 0 1 z i z > IZ, Z (A (A fA > 1 (A (A c r- r- 609-LT D 0 3: 0 0 Z 0 0 0 2: Q ;rj CO 2: Ilil 7 91 z 'D a -.A 1> z a --4 6n = I M, z x x -4 Lol 0 -4 --4 Ln m -4 (A (A --i ;Ad x m (1) z > M a -.j - c: X -1 (71 C --4 - C -L 0 = X, _0 all > > m r r- > z 0 r1l > Ul L 1 T > -4 X@ m 4A m > m (A M, (TI 0 Z LA C-1 C-1 C-) 0 0 0 0--1 0 z En in > ;2t X m 1 U) LA rT, r-:j 0 cl -< 0 C fn cD o 14 :po rr, > 0 0 2 z z z z z z z z CA LA .0 x C, m > 0 0 0 Z 0 C) Z 1 2 W@l I --f z -0 c --i > - rn !@, i--1 -.4 --4 0 V; --i --f X 0 (A z m C: 2: X C: > M m Cn -4 -4 m C= --I ?Q 0 (A X X ! - , = I:@, c- ;xj x -4 oo -1 3@ I- c r@>; > > ,> : (A m a m r- f- C-)i C@ > ;o > > r- C) ! - : z i - I r- 0 z -4 > W m 0 tA rn 0 i m V) 0 Z cm X G) I z > r 0-4 0 z - S 0. 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C-1 o o 0 0 > LP z c r- m > 0 > co -4 PQ r) X m (A Cnm m z co %A 00 co m x -M > r-i w U) CA -P 0- Ol 53 z I -..4m z 1.0 CA Tn N > X -4. m :3, $- W r%) ON ol Cli ]>, ;o C, z (A NY un rn 0 K) w ol ol ol > -4 -4 CD %A 41 10 10 -4 rj -4 -4 M 41 -4 co 0 0 > -j N OD -4 %n N w -4 ;o 0 m P. 41 co r- 10110 w 0. %A P- An x C. 0 0 0 T. m z z z z G z z i 0 ZI Z in (A C*b > w I(A C, b. i(A (A -n ET S-zl @4 0 0 I -Z n r, 0 0 0 Z 0 X cpl 1, 0 0 2t n" "I -4 Z "D c > - m - z c -.4 > n. v) ni rn Z Z 2: " LI) -i -i V) x --I L@ w -i --i L;v 0 V) ic m LA > m c -.4 Ci M -.4 rn c -4 c -1 :r " X - W T X ;@ ZI 7) 1- X ;* - :9 ;u ou > c --4 --1 rp c -V C7 > Z Ln T #7 zo I n c7 1 r- C) z --i C) z z > m tAl m > m (A 0 LA X CA 0 0 C-) x ol 0 0 o > z 0 C) rf) > ol 41 Aj m m C-) I co C, 'V z ;1C 0 ro z V) m IA Ln m ;D 10 0 Lf) -n 04 :X3 C, c z m 0 z C) c 'A M CD 4 P. z C). M 1 Z z 0 i ..M c Z, w Z 1> m > @o CA ;D Cm 4.4 4-1 J4 .61 C) 0 0 c z 2 z z 0 0 z z Z (A 3. CA: V) (A 0 CTS-LT -0 m r7 3b- F- 0 0 m Q z 0 m X@@ oz o' "t, >i lo@ r- M M 1 -4 z IV a > - rn Z C -4 > m 2' m n V, x I ni z x --q LA 0 -1 V) X --i ul Ln -4 -4 A) 0 m (A C: -4 C 3: M C -,-4 - C 3: I - > rn 20 C) -X 7.0 w 0 X ;o 1> C- r- r- z C) Ln 20 > 7 C) 0 r7 z !@ 1> m 0 vi rn 0 > rrl 0 Ln m m 0 Z tn z 0 0 0 C) 0 0-41 0 z c LA 0 Z m > C) > -.4 rn i 0:) 0 v) vi rn - - M; -0 z i 0< wi!0 i -4 ril ?D 14 -4 r@- OD co JD C: C= I Z 1 --j m -n C*) m -M 0 CD Z C= Z m 0 z z -4 0 (A m 24 'i' 0 (ZA z 'C -< X m W @j LA 0 17 "n C; m :0--0 (A X 0 0 i i 0 0 C: z z z S, z (el V) zi --n CD > C) C-, -4 I> C) X co 0 U z m m z > m rr 'M C@ M x I Irr, Z X T. --I V) V) -'j (C/) ,,: " @u C) V! i x m 'm z M C -4 -1 M .-q cl T i X (,A;,W X 0 3 co -Ij -4 a -4 CD > r C: CA M -0 m r- > z In 0 c- 4- > 47 V) C:, 0 m rr, z > M Ln L,) 0 z Ln 0 z cl rn 3>. m V) i ;a 0 Ln (A M 0 < m ;a CD 0 'Z= T 0 i > I W 0 C: V) rn rr, :9 - r- > 7. b C3 3> am C) m 1 > Ln 0 0 -< x M > w Lo X 0 Im kA (A X -4 -q -4 3c -4 x X --i 0 0 0 0 0 z C z Z. z z z n p z z > 0. CA 0 (A ILA n 1 > J> LA (A C: c n -n "Ti 'D m 0 P. cn o a :r o 0 z 0 co > u 0 z w rn z -D C- -1 > m Z --I > C-1 (A m m z Xr LA LA -1 0 Ln > rn C 3: m C x CP -4 > I > r7 Z rl m 7 C' z c rn C 0 > 0 -4 ril (A m T 0 0 n C') Ln ol fli 0 CA V) C) m N 0 m 0 C) cl m z -f m -< 3 -n CA -4. c) -jr C) N CA I w tv .6. C 0 m Ln (A 73 6 ci b 0 x 0 0 c z z 0 z z z z z z (A (A ;n vi LA C P -4 In 171- 2. 6 REFERENCES Holzworth, George. 1972. Mixing heights, win&speeds, and potential for urban air pollution throughout the contiguous United States. United States Environmental Protection Age@cy, Office of Air 1 Programs. Research Triangle Park, North Carolina.`@' Maine Department of Environmental Protection. J972. Implementation plan for air quality control. Maine DEP, Augusta. 111 pp. Massachusetts Department of Publich Health, Division of Environmental Health, Bureau of Air Quality Control. 102. Regulations as amended'for the control of air pollution. ;Massachusetts Depart- ment of Public.Health. 30 pp. New Hampshire Air Pollution Control Agency. 1972. State of New Hamp-, shire implementation plan for the attainment, maintenance, and enforcement of ambient air quality standards for the central New Hampshire intrastate air quality control region and the New Hamp- shire portions of the@Merrimack Valley - s6uthern New Hampshire interstate air quality control region and the Androscoggin Valley interstate air quality control region. Unpublished. Prepared for the United States Environmental Protection Agency. n.p. New Jersey Department of Environmental Protection, Bureau of Air Pollution Control. 1971. Annual Report, New Jersey. DEP. 26 pp. New Jersey Department of Health, Division of Clean Air and Water, 1969. Technical bulletin A-69-1 - Air pollution control program, New Jersey air monitoring systems and air quality data, October 1965 through December 1968. Department of Health. 216 pp. New York State Department of Environmental Conservation, Division of Air Resources. 1972. New York City metro@olitan area air quality P implementation plan. New York. DEC. n.p? New York State Department of Environmental Conservation, Division of Air Resources. 1973. New York State air Oality report, continu- ous air monitoring system, annual report. N. Y. December, Albany. 147 pp. Rhode Island Department of Health, Division of Air Pollution Control. n.d. 1966. Rhode Island Clean Air Act rules and regulations. Rhode Island Department of Health. n.p. 17-516 Chapter 17 Page Chapter 17.3 Solid Waste Disposal Introduction 17-518 Methods 17-518 17.3.1 Federal Efforts 17-519 17.3.2 Regional Efforts - Multi-state 17-519 17.3.3 State Efforts 17-520 Maine 17-520 New Hampshire 17-521 Massachusetts 17-522 Rhode Island 17-524 Connecticut 17-525 New York 17-528 New Jersey 17-529 17.3.4 References 17-536 17-517 17.3 SOLID WASTE DISPOSAL INTRODUCTION The severity of the solid waste disposal problem in the North Atlantic Region is increasingly acute, as traditional methods of coping become overwhelmed, and new methods are not Yet fully operative. States are being pressured by imminent pollution control:deadlines which will pro- 'hibit the operation of many present dumps, landfills, and incinera- tors. (According to the U.S. Environmental Ptotection Agency, from 80 percent to 92 percent of New England disposal sites still use open burning. Personal Communication, 1974). Advanced technology is re- quisite for alternative solutions, yet even when available,.it is not always economically or politically feasible. The problem.is most critical in population centers, where the demands on the disposal system are high, but where sites (usually for land- fill) are increasingly scarce. The less populated states, such as Maine and New Hampshire, not being pressured by such circumstances, can still depend on local solution. However,'regional planning - by regional planning districts, counties, or states - is called for in the more densely populated states. Such cooperation is necessary to share the financial burden of disposal facilities and to maximize their use and efficiency. Solid waste management requires a multi-level:effort, from local, state, and federal sources. The role of the federal government, through the Environmental Protection Agency, is to establiish boundaries within which the disposal systems must work (especially pol1lution control regulations). The federal government may also provide financial support. The states, in general, each have a set of health and envillrofimental protection laws, enforced by an appropriate state.agency., but the final res- ponsibility for solid waste disposal rests onthe local governments. METHODS The solid waste disposal situation is changingl, as states institute 'plans, and as deadlines for closing dumps and Jncinerators arrive. .Data are therefore quickly outdated. As it would be misleading to present figures which are not current, only the most recent figures areincluded. Appropriate state government offices were con't,Acted regarding exis- ting conditions of waste generation and disposal, legislation, lines .of responsibility for implementation and enforcement, and the status of statewide plans. Some regional planning agencies were contacted in Maine, Massachusetts, Connecticut and New Yo@rk for regional plans. 17.3.1 FEDERAL EFFORTS Agency The Environmental ProtectionAgency (EPA). office of Solid Waste Management Programs, is the federa-1 agency involved in solid waste management. Legi'slation The Air and Water@Pollution Control' Acts, Pestici.de Act, and Ocean Disposal Act all give authority to-EPA. The Solid Waste D'isposal Art of 1965, amended with the Resource Re- covery Act of 19.70, provides for federal grants of up to 50 percent, to state and interstate agencies.formulating plans. Functions The EPA has what is termed "a catalytic role" in the: solid waste program of the a-rea. It supports disposal management efforts by granting money for research, demonstrations, and projects; by lending technical assistance; and by reviewing environmental impact state- ments. It has no,enforcement powers. When oil spills, the EPA par- ticipates in emergency cleanup and recovery activities. It is present- ly trying to locate in advance.sites for the disposal of oil-soaked weeds and absorbants, a problematic aspect of oil spill cleanup. To aid states in,surveying solid waste conditions, EPA published the 1968 National Surv2y of Community Solid'Waste Practices, listing by town the methods of refuse storage, collection, and disposal; refuse generation!figures,; and budgetary data. 17.3.2 REGIONAL AND MULTI-STATE Agency The Tri-State Reg-Jonal Planning Commission is an interstate agency that "defines and@'seeks solutions to immediate and long range problems in the development.of...public facilities in the New York metro- politan region, covering 21 counties in New York and New Jersey and 6 planning regions in southwestern Connecticut" (Tri-State EPA, 1973)'. Establishedby the leg.i*slatures of three states-, and designated by the federal government as the offi icial planning agency for the region, Tri-State receives funding from,state and federal sources. Legislation Tri-State was created in 1971 by legislative action in New Jersey, New 17-519 York and Connecticut. Functions Tri-State serves as a forum'for coordinating regional programs and for sharing information, opinions andideas on':topics of mutual in- terest. The Waste Management Conference, held'!in May, 1973, is an exampl'e of Tri-State's. efforts in the solid wa'tte field. As a plan- ning commission, it has no enforcement powers.: 17.3.3 STATE EFFORTS RA I RE Existing_Conditions Each community in..Maine is responsible for planning and maintaining suitable disposal systems for its own area, with the result that most use the cheapest and easiest short-term method, open dumping. There were 357 acceptable operating sites in 1�,7.3, according to U.S. Environmental Protection Agency. Additional information is available for the Greater Portland area, which encompasses Portland, South Portland, Cape Elizabeth, Scar- borough, Westbrook, Gorham, Windham, Gray, Falmouth, Cumberland, Yarmouth, North Yarmouth, Casco, and Naples. these fourteen towns, forming the Greater Portland Council of Governments (COG), have a more serious waste problem than the rest of Mallne because of their higher population. As of April 1974, all the member communities depended on local open dumps, often burning, for solid waste disposal with the exception of Westbrook, which has the only sanitary landfill. Many of the open dumps are near water, and all, b6zing open, maximize the possibility of leachate pollution by rain percolation. Thirty to fifty.percent of the dumps are within the 300 foot limit from bodies of water, and will therefore be illegal as of 1@ July 1975. Recent sta- tistics of refuse generation within this region are available from the Council of Governments. Legislation The.Solid Waste Management Act, passed in May of 1973 to become Chapter 387 of Public Law requires that: - open burning, now widely used in open dumps, be prohibited after I July 1975. - incinerators comply with air quality control standards. - land disposal be subject to regulations for safety, health, and environmental protection. (This section Attempts to control water pollution from leachate.). Resource recovery is encouraged, but neither required nor regulated specifically, except as i,t is influenced by other land use and water disposal rules. Regulatory Agencies The Department of Environmental Protection, Division of Solid Waste Management was given authority to regulate refuse disposal in the state by,the Solid Waste Management Act of 1973. Municipal governmerTts retain the power to establish and maintain disposal systems within the guidelines set by legislation and the DEP. Plans There is no statewide plan for a solid waste disposal system. How- ever, in response to the deadline of 1 July 1975 against open dump burning, communities across the state are making the transition to sanitary landfill. To help towns achieve this, the DEP issued a schedule: by 15 April 1974, first progress reports were due on studies and plan preparations; by 1 July 1974, final engineering plans were due; and by 1 July 1975, compliance is required. The Resource Recovery Advisory Committee, established by DEP, will submit a report on 1 July 1974 recommending a statewide approach to encourage recycling and resource -recovery by offering economic incentives and by removing existing barriers to recycling. On the regional level, for the Greater Portland area, the Environ- mental Improvement Committee of COG presented a plan in December, 1972, which would accommodate solid waste disposal for the region for the next 20 to 30 years. A regional sanitary landfill was recommended for the final disposal,, with intermediate steps of processing, sal- vage, and volume reduction. The nearest suitable landfill site to Portland was found in New Gloucester. (Sites are scarce in Maine because of soil types and geological configurations.) It was sugges- ted that three regions cooperate on using the site Greater Portland, Bath-Brunswick, and Lewiston-Auburn. NEW HAMPSHIRE Existing Conditions The towns and cities of New Hampshire are responsible for their own solid waste disposal systems. As of 1973, 184 acceptable sites were operating, according to the federal EPA. Open dumps are being phased out or converted to sanitary landfill, the system foreseen as predom- inant in the state. Legally, open burning is prohibited with excep- tions, (brush, demolition wastes, and others) and will be completely 17-521 eliminated by 1 July 1975, according to the schodule of laws and regu- lations. As of January, 1974, however, open burning was still pre-. valent in Strafford and Rockingham counties, except for in the town of Durham, which has an incinerator. Legislation Laws and regulations pertaining to solid waste disposal are published by the Department of Health and Welfare. Regulatory Agency The Department of Health and Welfare, Division Of Public Health Services, has the authority to enforce regulations, inspect disposal systems, and provide technical assistance to lo',cal communities. Plans Although there is no statewidesolid waste plan,at prese 'nt, the Department of Health and Welfare reports that one is being completed and should be available soon. (written communication 1974) Two regional planning commissions have conducted studies and developed plans - the Strafford Regional Planning Commission in Dover covering Strafford County, and the Southeastern Regional'Planning Commission in Exeter for Rockingham County. MASSACHUSETTS Existing Conditions Managing solid waste in Massachusetts, a densely populated state, is an increasingly severe problem. There are about 400 disposal sites, quickly being filled, and the proliferation of new sites is difficult to control. Areas suitable for landfill are a1ready scarce. Incin- erators operate at 21 locations, of which only 3 are capable of com- .pliance with air pollution control standards. Recycling is practiced, @but it is on a small scale, voluntary, and uncoordinated, its effect is barely felt. Most disposal systems are locally constructed and maintained, when sharing finances and equipment would be for more economical and efficient. Coastal vacation areas must cope with huge volumes of trash generated by summer tourists in addition to that of year-round residents. Dukes County Planning Commission (1971) estimated that on Martha's Vineyard, the volume increases from 75 tons per week to 5,00 tons per week in the summer. 17-522. .Legislation @.:'Legislation authorizing regionalization of disposal eff6rts-has."exist6d An Massachusetts since 1965, Put with little response from the local .1evel. In 1969, the Bureau of Solid Waste Disposal was created in the Depart- ment of Public Works, to select disposal sites,,designate disposal districts, and contract for.facilities and eq0i,pment. In 1973, a bill to create 'a state network of regional disposal facili- ties and transfer stations was defeated. Regulatory Agencies The Department of Public Health (DPH) is responsible for the sanitary and safe operation of disposal systems. In 1970, DPH inventoried the.solid waste facilities in the state and plotted them on Geodetic Survey charts. (The Division of Water Pollution Control, Department of Natural Resources, is in charge of hazardous wastes disposal such as chemicals.*) The Department of Public Works, Bureau of Solid Waste Disposal,.i s in charge of implementing a statewide management plan, but has no power to make participation in the plan mandatory. A reorganization effort is underway in the Massachusetts government which may, by the end of 1974, place all those bureaus connected with solid waste management, under the Executive Office of Environmental Arrairs. ,.Plans The Bureau of Solid Waste Disposal contracted Raytheon in 1972 for a Solid Waste Management Report, the beginning of a new effort to coor- dinate disposal activities in the Commonwealth. Regional Planning Commissions and local governments provided feedback on the Raytheon Report, recommending changes to suit each commOity's needs. An .Interagency Planning Unit (IPU) was formed of representatives from the. Departments of Public Works, Public Health, Natural Resources, and Community Affairs, to develop the plan, and as a result the following recommendations were proposed: mandatory formation of solid waste districts congruent with existing Regional Planning Area boundaries; formation of a network of transfer stations, to which communi-._. ties would haul their refuse; and regional disposal facilities, which would receive-refuse from the surrounding transfer sta- tions; establishment of resource recovery stations where economically 17- 523 justifiable; establishment within the Office of Environmental Affdirs the authority to implement the plan; separation of responsibilities as follows: municipal - trash collection and transportation to transfer station; state construction, financing, and administration of the regional disposal facilities, and regulation of fhe entire system; --adoption of user fees to support the system. The Legislature did not back the plan by the authorization, and soundly rejected the' clause of mandatory participation., Therefore, the plan became a voluntary program coordinated by the state Bureau of Solid Waste-Disposal. An implementation schedule was set up to gradually phase in the new plan. the first steps have been completed. Artthur D. Little Com- pany, contracted by DPW to conduct a recycling'feasibility study, submitted its report in the fall of 1973. Seven regional planning agencies are already under contract to develop,plans for their areas, and two more are negotiating contracts.@ The first project will be in the Merrimack Valley Planning Distrilct, where solid waste ,disposal has become a crisis needing immediate!attention. Proposals for solutions are now being accepted; by the'end of 1974, one will be chosen and implemented, somewhat as a model for the rest of the state. Although the twelve regional planning districts are not being forced to join, interest and cooperation has been strong. Three regional planning commissions have published plans for their own regions. Merrimack Valley Planning Commis@,ion in Haverhill is cooperating with the state to create the pilot solid waste regional system mentioned above. The Southeastern Regional Planning and Economic Development District, centered in Taunton, published an extensive solid waste management report in Mardh, 1973. Its data, too detailed to include here, summarize by town present practices, alternative methods and their costs, and recommendations. The Metropolitan Area Planning Council in Boston p6blished a-solid. waste disposal plan for its area in 1967. RHODE ISLAND Existing_Conditions The principal means of solid waste disposal iniRhode Island is land- fill. Two incinerators operate in Providence county, accounting for .30 percent of that county's dis-posal. The Pawiucket incinerator has been recently outfitted to comply with air pollution control stand- ards. A decision whether to update the Woonsocket incinerator has not yet been made. --17-524-, Legislation A bill passed the'legislature and was signed by the governor on 9 May 1974 creatingthe administrative framework for a state effort to solve the solid Waste proble@. Regulating Agencies The Department offlealth, Division of Solid Waste Management has powers to enforce compliance to safety and health rggulations. The billpassed in May 1974 broadened the Department's powers by authorizing it to issue licenses for disposal facilities. Plans' The organizational framework for the state's solid waste program was outlined by the Governor's Environmental Task Force and passed by. the legislature in May 1974. By this act, the Solid Waste.Management ,.Corporation.was created to develop detailed implementation plans for solid waste disposal. Seven members compose the quasi-public Board of Directors of the Corporation - four appointed,by the governor, of which one must be a mayor or town selectman; two by the house speaker of which one mustbe.from the minority party; and one by the senate majority leader. An eleven-person citizen's advisoryJboard is also ,--provided for to oversee the Board of Directors. The Corporation will hire a small staff, and consultants will provide expertise for various stages of the project. Patterned after Connecticut's plan, the Rhode Island plan emphasizes resource recovery as the eventual means of dealing with refuse. Land- fill is the present method. Municipalities will retain control over their own waste disposal Sys- tems - participation in the state program is-not mandatory. However, the town's disposal system must meet established standards, and be solved within the town's boundaries without imposing on its neigh- boring towns. If a.town cannot fulfill these requirements, it must join the Corporation. As of May 1972, the state plan has not been funded. The citizenry must vote in November on the proposed $1.7 million loan. In the mean- time, other means of funding are being explored, so as to begin work as soon as possible. CONNECTICUT Existing Conditions Connecticut's present solid waste dsposal@system depends on inciner- ation and landfill. Twenty incinerators exist; 8 are capable of 17-525 meeting emission requirements. There are 144 landfill operations 13 are satisfactory, 89 are unsatisfactory but salVageabl,e, and 42 are both unsatisfactory and unsalvageable. (See Table 17-59.) In 1972, 3,343,300 tons of municipal. wastes were processed; the pro- jected figure for 1993, if population and solid@waste generation trends continue, is more than 6,000,000 tons - a doubling. Industrial wastes amounted to 1,182,000 tons in 1972, - a figure that willincrease also. (See Tables 17@-60*and 17-61.) Legislation Public Act 845, passed in 1971, transferred the!responsibility for long-term solid waste disposal solutions from the municipal govern- ments to the state Department of Environmental 'Protection (DEP) man- dating a statewide study and the development of. a statewide plan by 1 July, 1973. Public Act 459, passed in 1973, established theiConnecticut Resources Recovery Authority as the governmental body responsible for executing the statewide plan. Agencies The Department of Environmental Prote Iction Solid Waste Management Division, determines and enforces standards and regulations for air and water quality control and solid waste disposal. Plans Connecticut is the first state in the study area to have a solid waste disposal plan. Their goal is to create @ system emphasi,zing resource recovery and reuse which is flexible Onough to incorporate new technological.developments, minimizes environmental impacts, and is economically feasible and socially and poliiically acceptable. Extra attention will be given to recovery of oil and sludge wastes, now imperfectly processed The project is intended-to be a cooperative effort between the state, I @the municipalities, and private industry. Execution of the plan is the responsibility of the Resources Recovery Authority (RRA).*, composed of representatives from state and local governments, industry, and the citizenry. Like a private enterprise, RRA@js financially self- sufficient, drawing revenue from user fees and!marketable recycled resources. The ultimate risk, however, belongs to the state; RRA is empowered to issue bonds, design, build, and operate facilities, market recovered resources, and contract with cities for solid waste disposal. Regulatory powers belong to the state DEP. Private indus- try has already played a major role in the eff6rt: General Electric, under contract to the state, developed.the pla6is. It is probable that 17-526 the RRA will hire,a private.firm, perhaps GE, to conduct-the project under its guidance. The plan divides Connecticut into 13 wastesheds, each made up of several towns.. A@network of 45 transfer stations and 5 to 13 re- source recovery stations will span the state. Solid.waste will be. hauled from the towns to transfer stations, and then.to recovery plants. Recyclable trash will make its way back'to the market, and what is left wil.l:be disposed by sanitary landfill. Three demonstration recycling plants will be built to demonstrate, three technologies for resource recovery - dry fuel, gas pyrolysis, and oil pyrolysis. Bridgeport, New Haven, and Hartford, all in urgent need of s6l'id waste disposal solutions, have been chosen as the sites. After a period of monitoring, more lants will be con- structed according to the following schedule: @General Electric Co., 1973) Earliest '1985 Date on Type of Tonnage Location Line Plant (Tons/Day) Greater Mid 1976 Dry Fu&I 1,814 Bridgeport New Haven 1977 Gas, Pyrolysis 1,694 Area Hartford 1978 Oil Pyrolysis 2,185 Area New Britain- Mid 1973 Dry Fuel or 1,915 Berlin to 1980 Gas Pyrolysis Southwestern 1980 Gas Pyrolysis 1,821 Region or Dry Fuel Montville 1981 Pyrolysis 1,325 Waterbury 1981 Pyrolysis 1,621 Valley 1982 Dry Fuel or 785 Region Pyrolysis Danbury 1983 Pyrolysis 953 East,.Windsor 1984 Pyrolysis 10806 17-527 is estimated that 133 of the state's 169 towns will -process 'their wastes through the system, with the remaining 36 towns (from lightly populated.areas) joining.by 1993. In 1984, then, 84 percent of the state's waste will undergo resource recovery. Regional plans formulated by Regional Planning.Agencies are now superceded by the state plan. Pieced together, they would have resulted in a.system producing the following, by 1993, (General Electric Co., 1973): Incinerators to be modified 11 New Sanitary Landfills 94 New Volume Reduction/Transfer FacilAties Incinerators 13 Shredders 9 Compact - Balers 1 Resource Recovery Plants 1 Transfer Stations 3 Plant Expansions 4 Existing Facilities Still Operating in 1993 Sanitary Landfills 17 Incinerators 3 Shredders 1 Transfer Stations 3 The plans would have continued existing methods' and placed very little emphasis on resource recoveryi NEW YORK Existing Conditions New York's solid waste problem is critical and:as yet unsolved. Trash generation is increasing at an exponential rate. In 1973, 26 million tons of municipal, industrial, and 6ommercial refuse had to be dealt with; by 1990, the figure is expected to be 60 million tons. To handle this waste, New York has outdated and undersized facili- ties. There are 896 disposal areas, including@forty-nine municipal incinerators which all operate in violation oflocal, state and federal laws.. The landfill sites are expected,to last 7 more years at most (from 1974) if mounding is practiced -:icreating hills of the trash rather than simply filling holes. The sanitary landfill on Staten Island, the destination of New York dity's waste, has had its life expectancy extended 10 years, to mid-1980's by mounding. Some attempts to give financial aid for solid Waste studies and man- agement programs have been made by the state. 'In 1966, a program of 17-528., 100 percent grants for municipal studies of the problem began. To date, (1973) 32 counties and New York City have completed reports, accounting for 85 percent of the population - but already, some of these findings are outdated. In 1972, the Environmental Quality . Bond Act was passed, providing a $1,150,000,000 bond issue to meet the solid waste problem. Disposal is a local responsibility. The state's role is. to set guidelines and standards, and extend financial and technical assis- tance. Legislation Three laws work together to encourage solid waste management pro- jects, award grants of up to 50 percent for planning, construction, or renovating facilities, and ensure health and environmental pro- tection. They are: (1) Public Health Law, Article 13, Title IX, State Aid: Planning for Collection, Treatment, and Disposal of Refuse. (2) Public Health Law, Article 13, Title XI, Sta-te Aid: Planning for Construction of Solid Waste Msposal Facilities. (3) Public Authorities Law, Section 1285, Subdivision 8, Chapter 999, Laws of 1972: provides for pilot projects to test new recycling technology. Regulatory Agencies The state Department of Environmental Conservation administers the above laws. Within the Department, the Environmental Facilities Corporation, formerly the Pure Water Authority, has the,power to plan, finance, construct, buy and operate sanitary facilities for other state agencies and municipalities. Plans No statewide plan has been formulated in New York. Sanitary landfill is foreseen as the disposal method for rural and suburban areas for the time being, even though sites are scarce. The cities, it is real- ized, will eventuaTly utilize resource recovery methods - when it is economically and technologically feasible. Constructfon of new incin- erators has been rejected as too costly because of the required emission control equipment. NEW JERSEY Existing Conditions 17-529 New Jersey recognized its solid waste problem in 1966 and began collecting basic data, as the first step towards management. As of 1973, landfills numbered 370, and incinerators 3 or 4. Waste produc-!.-I, tion is excepding the capnity.of the landfills', threatening to fill them, and incinerators have been judged as too expensive to operate correctly, Recycling, in the developmental stage is not yet utilized. (A metals recovery system in particular is being investigated). A grants program exists for small recycling projects intended as feasibility studies for communities, but not asJull-stale working systems. New Jersey has portioned itsel f into solid waste disposal districts along,county lines. Although cooperation has belen encouraged by the state, little intermunicipal activity has occurrled (1973). Legislation In May of 1970, two acts were passed to improve';solid waste management in New Jersey: (1) Solid Waste Management Act created within the Department of Environmental Protection an advis?ry counc@l on solid waste disposal. Powers and responsibilities of the Bureau of Solid Waste Management include developing a disposal plan in coordi- nation with regional planning efforts, registering collectors andl disposal facilities, conducting research, buying property, and maintaining demonstration or experimental 6cilities. (2) Solid Waste Utility Control Act authorized the Public Utility Control to manage the collection an&.dispos:al of trash, to decide'on rates, franchises, and training And educational.re- quirements on employees. In 1973, a law was passed extending DEP's control over waste from out-of-state. Regulatory Agencies The Department of Environmental Protectton, Div'*sion of Environmental Quality has charge of Refuse Disposal Regulations (Chapter VIII, Refuse Disposal, N.J. State Sanitary Code), the'!public health codes related to waste disposal. These regulations, which prohibit open dumps, limit disposal to sanitary landfills or incinerators. The Division of Motor Vehicles has charge of li@ensing junkyards,, by the Motor Vehicle Junk Law (N.J. Statutes Annotated Title 39, Motor Vehicles and Traffic, Chapter 11, Junkyards). 17-530 Plans New Jersey has no statewide plan, depending instead on regional efforts guided and encouraged by the state. Of the 21 disposal districts (most congruent with counties), 17 have either partly or fully completed disposal plans (1973). Since acreage is still. available, sanitary landfill is expected to predominate as the method used. The Hackensack Mea dowlands Development Commission, in 1969 set out to make a master plan for the 18,000 acre district. One provision of the plan is the incorporation of a solid waste disposal system that can process all the waste produced by the, development and by those'6utlying areas (e.g. New York City).that previously used the .Meadowlands as a dumping ground. Union County published a Report Upon Solid Waste Disposal Manage- ment in 1971, prepared byM. Disko Associates. Hudson County Depart- ment of Planning and Economic Development is preparing a solid waste study at this time (March, 1974). Middlesex County issued its Phase .One section of a Comprehensive Refuse Disposal Plan in 1970, an inventory of existing conditions and methods.. Later reports may be available from all these counties. 17-531, Table .17-5.9 METHODS OF SOLID WASTE DISPOSAL IN CONNECTICUT, BY TOWN NEW LONDON COUNTY Stonington - landfills on Gr6enhaven Road site Groton - landfills on Flanders Road site NewLondon - incinerates in New London Incinerator on Trumbull St.'*and landfills in Batbs Woods Park site Waterford - landfills on MInler Lane site East Lyme - landfills on Roxbury Road site Old,Lyme - landfills on Four Mile River Road site MIDDLESEX COUNTY Old Saybrook - landfills at Coulter Street site Westbrook - landfiils at Mcyeagh Road site Clinton - landfills at Old Nod Road site NEW HAVEN COUNTY Madison - landfills at Ridge Road site Guilford - landfills at si te near Connecticut Turnpike exit in Guilford Branford - landfills at Tabor Dti,ve landfill,site East Haven - incinerated in New Haven incinerator, a bulky wastes lan:dfill is located on Silver Sands Road West Haven - incerates and landfills located on Front Avenue and Helm Street Milford - operates a volume reduction plant (shredder) and landfill located an Samuel A. Smith@Lane in MIlford FAIRFIELD COUNTY Stratford - incinerator on Lordship Boulevard and a I landfill on Short Beach Road Bridgeport - operates two incinerators and disposal area located at'@Seaside Park Fairfield - landfills at Roo Highway landfill site Westport - a majority of waste is shipped to be landfilled in Be'acon Falls Norwalk - operates two inlinerators located on Crescent Streetland landfills in residue area adjacent to 1-95 and River Road 17-532 Darien - incinerates and landfills on Ledge Road Stamford - operates three incinerators and two landfill-.sites, the incinerators are located on Incinerator Road, off Harbor- view Avenue; one fill is located adjacent to incinerators and the other is located off Shippan Avenue. Greenwich incinerates, located on the Old Post Road and also disposes off Old Post Road Source: ConnectiLcut Department of Environmental Protection, written communication, 1914 @,17-533 Table 17-60 SUMMARY OF SOLID WASTE PRODUCTION BY PLANNING REGION, 1972 Annual Tonnage AVerage Accepted Remaining Life Region (1000's) (years) Capital Northeast 125.4 10.0 Capital Northwest 113.2 14.2 Capital. Southeast 94.7 5.3 Capital Southwest 383.2 7.8 Central Connecticut 217.3 3.5 Central Naugatuck Valley 294.5 5.7 Connecticut River Estuary 65.0 3.0 Greater Bridgeport 300.6 1.8 Housatonic Valley 274.9 6.1 Litchfield Hills 101.0 11.4 Midstate 77.3 1.6 Northeastern 63.2 15.8 Northwestern 15.7 28.8 South Central .512.1 2.8 Southeastern 237.2 3.5 Southwestern 320.3 3.2 Stafford-Union 5.6 2.0. Valley 89.7 5.1 Windham 52.4 6.0 3343.3 5.4 Statewide Average Life 5.4 years Average Waste per Capita (1972) = 1.06 tons;;per person per year Source: General Electric Co., 1973 17-534 Table 17-61 ESTIMATED INDUSTRIAL.WASTE PRODUCTION, 1972 Mixed Commemrcial Waste 265,561.4 Paper, Cardboard, and Corrugated 190,225.1 Wood, Wood Pulp, and Cork 71,406.7 Crop and Food Processing Waste 11,738.9 Textiles 12,493.2 Leather. 237.0 Rubber 13,962.9 Plastics 19,177.0 Construction and Demolition Waste 37,334 .7 Glass, Pottery, and Ceramics 4,945.9 Ferrous Metals 161,081.4 Nonferrous Metals 49,628,.0 Ashes and Incinerator Residue 5,155.0 Chemical Solids 173,277.5 Other Solids 144,503.9 Total Solid Wastes 1,181,782.6 Source: General Electirc Co., 1973 17-535 17.3.4 References Charles A. McGuire & Associates, Inc. 1970. Solid wastes, regional solid waste collection and disposal in the Connecticut River Estuary Planning Region. Prepared for Connecticut River Estuary R6gional Planning Agency. Wethersfield, Connecticut: Charles A. McGuire & Associates, Inc. Charles River Associates Incorporated. 1969. Economic impact of environmental control and management in New England, prepared for New England Regional Commission. Boston: Charles River Associates. 269 pp. Connecticut Department of Environmental Protection. 1973. Meeting the solid waste crisis through resources recovery. 16 pp. . . 1974. Listing of disposal sites by town in Connecticut. Demeusy, Gerald J. 1973. Getting out from under our garbage. In: The Hartford Courant Magazine, February 4, 1973. Hartford: Hartford Courant. Dukes County Planning And Economic Development Commission. 1971. Comprehensive Plan Summary. Oak Bluffs, Massachusetts: Dukes County Planning and Economic Development Commission. General Electric Company, Corporate Research and Development Center, in cooperation with Connecticut Department of Environmental Protection. 1973. A proposed plan of solid waste management for Connecticut. Hartford: Department of EnVironmental Protection. 67 pp. Governor's Environmental Task Force, Rhode Island Statewide Planning Program, and Rhode Island Department of H6alth. 1973. Solid waste management plan. Providence: Rhod,6 Island Statewide Plan- ning Program. XV plus 117 pp. Greater Bridgeport Regional Planning Agency. @1970. Solid waste dis- posal in the greater Bridgeport region. Trumbull , Connecticut: Greater Bridgeport Regional Planning Agen,cy. 50 pp. & App. Greater Portland Council of Governments. 19721. Solid waste management plan for the greater Portland area. South Portland, Maine: Greater Portland Council of Governments. 26 pp.' Maine Department of Environmental Protection. 1974. 1974-Pivotal year for solid waste management: In: Maine Water/Air newsletter. Augusta: Maine Department of-Environmenfal Protection. 17-536 Maine Department of Environ'mental Protection, Division of Solid Waste Management.,,No date. Preliminary draft guidelines for solid waste disposal on land. 35 pp. .Merrimack Valley Planning Commission. 1973. Regional solid waste study. Haverhill, Massachusetts: Merrimack Valley Planning Commission. 67 pp. Muhich, Anton J., Albert Klee, and Charles R. Hampel. 1969. 1968 National Survey of Community Solid Waste Practices, Region I and Region 2. U.S. Department of Health, Education and Welfare, Public Health Service, Bureau of Solid Waste Management. 47 pp. (Region 1); 161 pp. (Region 2). New Hampshire Air Pollution Control Agency, and New Hampshire Division of Public Health Services. 1972. Laws and regulations relating to solid waste disposal. Concord, N.H.: Department of Health and Welfare, Division of Public Health Services. 31,pp. Schulz, Robert L. 1973. Regionalism - an approach to solid waste management. Speech to conference on solid waste management and resource recovery. Hartford: Department of Environmental Protection. 16 pp. Solid Waste Planning Unit. no date. Commonwealth of Massachusetts, solid waste management plan, publication #6923. Prepared for the Governor's Council on Solid Waste. Boston: Commonwealth of Massachusetts. Solid Waste Planning Unit. no date. Commonwealth of Massachusetts, solid waste management plan, summary report, publication #6873. Boston: Commonwealth of Massachusetts. Southeastern Regional Planning and Economic Development District. 1973. Solid waste management program, final report. Taunton, Massachusetts: Southeastern Regional Planning and Economic Development District. 102 pp. State of Maine. no date. Solid waste management regulations, draft. Augusta: State of Maine. 21 pp. Tri-State Regional Planning Commission. 1973. Partnership for waste management conference notes., New York: Tri-State Regional Planning Commission.- 142 pp. Tri-State Transportation Commission. 1970. Managing the natural environment, a regional plan for water, sewage, air and refuse. New York: Tri-State Transportation Commission. 37 pp. 17-537 U.S. Department of Health and Welfare. 1974. Written communication. U.S. Environmental Protection Agency. 1974. Personal-communication. U.S. Environmental Protection Agency, Office of Solid Waste Manage- ment Programs. 1973. The solid waste disposal act, as amended.. Valley Regional Planning Agency. 1971. Solid Waste Management in the Valley Region. Ansonia, Connecticut:, Valley Regional Plann-ing Agency. 93 Pp. 17-533 CHAPTER 17.4 TABLE OF CONTENTS Page Chapter 17.4 Ocean Disposal and Dumping 17.4.1 Brief History of Activities 17-540 17.4.2 Present Laws 17-545 17.4.3 Summary of Selected Recent and Ongoing Research 17-548 17.4.4 Significance and Value 17-550 17.4.5 References 17-552 17-539 17.4 OCEAN DISPOSAL AND DUMPING 17.4.1 BRIEF HISTORY OF ACTIVITIES A certain amount of ocean dumping has probably gone on during most of the present century primarily as a result of the disposal of dredge spoil from harbors and rivers to maintain navigable waters. No records appear to have been kept of the increase in vol6me and diversity of disposal of other materials into the ocean until after World War II. The first historical data available are from 1949 when about 1 million tons of materials,(excluding dredge spoil, radi6active wastes, and mil- itary explosives) were estimated to be dumped off all United States coasts@( Smith and Brown, 1970). The historic trend since then is shown in Figure.17@60. An appraisal of the national status of ocean dumping of solid and liquid wastes was conducted for Environmental Protection Agency, Bu- reau of Solid Waste Management in 1968-1969 by the Dillingham Corpora- tion. This study was the first survey on a nationwide basis and sum- marized the records of sea disposal of 20 major U.S. port cities. Results indicated that in the year 1968, approximately 62 million tons of wastes were disposed of in the ocean at a cost of $37 million. During this time there were about 250 disposal sites for which the U.S. Amy Corps of Engineers had issued permitso' About 65 of those sites were located within the present BLM study'region. For all coasts, 52 million tons consisted of dredge spoil or ab6ut 80 percent by weight. Next in importance was industrial wastes at 4.7 millton tons, and ranking third was sewage sludge at 4.5 million tons. Other matertals in lesser amounts were construction and demolition debris, solid waste, explosives, chemtcal munitions, radioactive wastes and miscellaneous materials. Three cities which contributed the majority of materials dumped in the study area are Boston, New York, and Philadelphia. The various studies and summaries (Smith and Brown, 1970, CEQ, 1976, and Smith' and Brown, 1971), did not publish records of volume or type of material for these areas above. The location of all sites in', use prior to 1971 and the type of material permitted there is shown in Figure 17-61. The coor- are given on Table 17-62. Most of these sites have been dis- continued following new legislation, described @ubsequently. However, since some have been in use for 30 years theym4y be good baseline references or areas to note in future surveys. Following the EPA study, and based on these data, a broader presentation@ was prepared by the President's Council on Envirlonmental Quality called Ocean Dumping, a National Policy (1970). The recommendations for ulti- mate cessation of ocean dumping and a set of im@ediate regulations for various toxic and harmful materials were put forth in this document. 17-540 tons (in millions) 8.0 7.o All Coasts 6.0 Atlantic Coast 5.0, 4.0 3.0 2.0 1.0 Pacific oas .75 .25 ...... .... Gulf Coast 000 0 1951 1956 1961 1966 1968 1971 1972 FASOCIO-ECONOMIC AND ENVIRONMENTAL INVENTORY OF THE NORTH ATLANTIC REGION FIGURE Avqrage Ann ual'ronnage Dumped at Sea 17-60 (Brown and Shenton,'1971) TW 17-541 A t1an tie CoastBISAPosal Areas md WD Artilleid Reefs 11% D5 INSET MAP j Me. D6 Conn. N.y DT (EIR) D5.1 D mew Yor'.1. 2 ton N. J. D21 D Z.- N.Y a Inn. PhilodelpAid (RE) Peng,*', D3 Neir yorkv S Philodir h/V 0.: Dr, E Baltirnore 0 @@ (Q1R) 'S R .Del. (ED Md ..... See inset tnap Va. :::-_@E 10 D2 Norfolk R -"E VC1. D N. Car, Dp 0 SCALE 90 D Nautical Miles D3 S. Car. R R E Q *' I.. '--, 4(/ D2 Q Ga. R6 %,,4 -R D3 LEGEND ............... E ------ D Dredging Spoils Dredging Spoils, Inactive S ite E Explosives and Toxic Chemical Ammunition Fla. Explosives and Toxic Chemical Ammunition, 1 nactive Site Industrial Waste D3 R R ad ioactive Waste 104 S Sew Iage Slud Ige Won# D2 Marker includes more than one site 0 SCALE 300 Artificial Reef 02 Marker'includes more than one reef Naut .1c.41 Miles ONMENTAL INVENTORY OF THE NORTH ATLANTIC REGION A SOCIO ECONOMIC AND ENVIR TRWa FIGURE Atlantic C Ioast,Disposal Area and Artificial 17-61 Reefs (Smith and Browns 1971)i 17-542 TABLE 17-62 CHARACTERISTIC$ OFMARINE WASTE DISPOSAL AREAS (Smith and Brown 1,971) Atlantic Coast Disposal Areas Latitude Longitude Depth Diitanc@ Chart Not, Comment North West Fathoms, N. Miles Source Dredgirif 5pofls 440 26' 67' 46' 22 4 1201 Cape Split, Me. (C&GS) 440 24' 68* 55' 23 3 1205 Belfast, Me. (C&GS) 44* 14' 680.55' ;16 6 1203 #1 Camden, Me. (CE) 44* 1V 69' 01' 31 2 1203 #2 Camden, Me. (CE) 44- 07' 69' 03' 24 2 1203 #3 Rockland, Me. (CE) 44' 16' 68' 58' 18 2 1203 #4 Lincoinville, Me. (CE) 430 56' 690 24' 17 2 313 #5 Round Pond, Me. (CE) 43* 40' 70' 10' 16 3 325 Portland, Me. (C&GS) 43- 38' 700 10' 17 2 325 #6 Portland, Me. (CE) 430 40' 70' 08' 12 4 325 Portland, Me. (C&GS) 430 34' 70' 02' 24 8 1204 Portland, Me. (C&GS) 430 19' 700 27' 14 i 1205 #7 Kennebunk Port, Me. (CE) 420 50' 700 34' 29 7 1206 Portsmouth, N.H. (C&GS) 420 27' 70' 44' 25 5 1207 #10 Boston, Mass. (CE) 42' 21' 70* 40' 29 7 1207 #13 Boston, Mass. (CE) Prov. #11 42' 32' 70* 40' 30 3 1207 #8 Boston, Mass. (CE) 42' 30' 70* 46' 20 2 1207 #9 Boston. Mass. (CE) 42' 16' 70' 41' 14 3 1207 #11 Boston, Mass. (CE) Prov. #13 420 33' 70' 47' 11 1 1207 #12 Boston, Mass. (CE) 42* 16' 70' 34' 29 7 1207 Boston, Mass. (C&GS) 410 38' 70' 02' 5 1 '1 14SC Monomoy Is., Mass. (C&GS) 410 36' 700 17' 5 1 114SC Hyannis, Mass. (C&GS) .410 36' 70* 4V 3 1 1210 W Falmouth, Mass. (C&GS) 42* 00' 700 34' 14 1 1208 #14 Plymouth, Mass. (CE) 400 45P 700 50' 32 30 1107 Martha's Vineyard, Mass. (C&GS) 410 211 700 06' 8 3 1209 #15 Nantucket Is., Mass. (CE) 410 34' 700 50' 3 1 252 #16 West Island, Mass. (CE) 410 23' 710 18' 18 5 1210 #17 Narragansett Bay, R.I. (CE) 410 21' 710 21' 18 5 1210 Narragansett Bay, R.I. (C&GS) 410 11' 710 31" 21 1 1210 #18 Block Is., R.I. (CE) 410'18' 55' 18 2 116SC Stonington, Conn. (CE) 410 18' .7r 00' 12 2 116SC North Dumpling, Conn. (CE) .410 16' 720 05' 11 2 1211 New London, Conn. (CE) 410 13' 72' 05' 8 5 1211 Little Gull Is. (CE) 41* 16' 72' 11' 14 1 1211 Niantic Bay, Conn. (CE) 410 11' 72* 14' .20 6 1211 Orient Pt., L.I., N.Y. (CE) 410 14' 72' 20' 19 2 1212 Cornfield Shoal (CE) 4 1' 13' 72* 31' 19 .2 1212 Clinton Harbor, Conn. (CE) 410 04' 720 35' 19 2 1212 Mattituck, L.I., N.Y. (CE) 410 11' 72' 43' 12 4 1212 Falkner Island, Conn. (CE) 410 10' 72* 48' 12 5 1212 Branford, Conn. (CE) 410 09' 72' 53' 11 5 1212 New Haven, Conn. (CE) 410 07' 730 02' il 4 1212 Milford. Conn. (CE) 41. oil 73' 07' 26 2 Port Jefferson, L.I., N.Y. (CE) 410 04' 73' 12' 11 3 1213 Bridgeport, Conn. (CE) 41' 00' 73' 13' 18 4 1213 Smithtown, Bay, L.I., N.Y. (CE) 04' 73' 17' 11 3 1213 Southport, Conn. (CE) 40- 59' 73' 20' 15 4. 1213 #23 S. Norwalk, Conn. (CE) Prov. #19 40' 59' 73' 26' 24 .4 1213 South Norwalk, Conn. (CE) 41' 01' 730 27' 13 3 1213 South Norwalk, Conn. (CE) 40' 5 9' 73' 31' 18 3 1213 Stamford, Conn. (CE) 40' 24' 73' 51' 15 10 @1215 Sandy Hook, N.J. (MUD) (CE) 40' 23' 73' 49, 17 10 1215 Sandy Hook, N.J. (CELLAR) (CE) Inoustrial 440 26' 67- 46' 22 4 1201 Cape Split, Mt. 44' 23' 680 50' 23 .3 1203 Belfest, Me. .42* 25' 700 35' S2 10 1207 Boston, Mass. 41* 03' 71* 29' 26 17 1211 Montauk Pt., L.I., N.Y. 40* 34' 71* 57' 34 30 1000 5 Montauk PL, L.I., NY. 400 20' 730,40' 13 Is 1215 4 Sandy Hook, N.J. (CE) 17-543 Table 17-62 (cont.), Explosives and Toxic Chemical Ammdnition, 420 25' 70* 35' 52 10 1207 Boston,, Mass. 41* 33' 650 33' 1305 .196 1000- Cape Cod, Mass. 40* 44' 10,51, 35 45 1000. Mont@4 Pt., N,Y. 390 38' 71" 00' 12.50 97 .1000 Montaulk Pt @, N.Y., CHASE X, VIII, X11, CHASE XXV Radioactive 43'@ 49' 45 0 00' 2606 800 Central !Atlantic (AEC) 35 5, 420 25' 70* 52 10 1 01.7 Boston,, Mass. (AEC) 42' 67' 45009' > 2000 > 800 CentrallAtlantic (AEC) 419 33' 65' 33 1305 196 1000 Cape Cod, Mass. (NAS-NRC) 17-544 the following..year the U.S. Senate Subcommittee on Air and Water Pollution conducted hearings on the subject of ocean dumping, biological effects, possible damage to the environment, so,on (Hearings on Water Pollution Control Legislation Ocean Dumping, Part 5, March, 1-971)., EPA publisheda revised edition of the Dillingham Study (Smith and Brown, 1971). This report constitutes the most thorough published study of-all aspects of.the disposal situation and specific description of sites, effects, and types of waste may be found here. The recommendations of the CEQ were transmitted by the President in a message to Congress on April 15, 1970,-and resulted in legislation signed in 1972-under the broad aegis of the.Marine Protection, Research and Sanctuaries Act 1972, PL-9'?-532, Out more commonly referred,to as the Ocean Dumping Act. Final Re uIations and Criteria were promulgated by EPA,.the responsible agency, ?Feder4l.Register, Vol. 38, No. 198, October 15, 1973). The result of this legislation gives the permit responsibility to EPA for all materials except dredge spoil which still resides with the U.S. Amy Corps of Engineers, although EPA can reject permits. The 65 or sp-sites for New England, New York, and New ..Jersey, documented in 1968, have now been reduced to 8 for EPA Region I and 4 for the BLM study area portion of EPA Region II which is in. northern New jersey. These sites have been documented in the Federal Register May 16, 1973 for Interim DVmping Sites. More recent informa- tion (Randy Braun of EPA, Personal Communication) indicates a change of approved sites resulting in 11 interim designated areas for New England (EPA Region I) and six in Region 11. Table 17-63 lists the location and description of these and Figure 17-62 shows where they are located in both regions'.. According to W. S. Rosenberg of EPA Region I (Personal Communication): "All sites are either interim,or tentative at this point in time. Be- fore the sites for ocean disposal and in all probability for dredged spoils are finalized, environmental assessment statements will have to be filed and the sites published in the Federal Register. Plans for baseline survey and monitoring are presently being formulated by EPA to be carried out by EPA and other agencies and site users." 17.4.2. PRESENT LAWS (1) Ocean Dumpirig is governed by the Marine Protection, Research, and Sanctuaries Act of 1972, PL:92-53?, in which regulations published by EPA (Federal Register., October 1.5, 1973) describe procedures for ocean dumping. (2) Also applicable are regulation@s. regarding degradation of terri- torial seas, contiguous zones, and the ocean, in compliance with 'Section 402 of PL 92'-600,. Pederal'Water Pollution Control Act Amendments of 1972. 17-545 LTI 4@- .ch 74 0 72" 6e Se 4e ...... A 8 z -n tIj \100P t@ . ........... 0 m ....... z ............ . ct FJ- 2 ............... m 0 4e - %,ANK ts SP, :6 Nan%\)' 5 u NEW YO rt -n -2 See Table 174 for key (D m z 4(f - ...................... rt (D ....... ... 4 ICP ER 0 68 z 74' 70* Table 17-63 Active interim sites for ocean disposal and dredged spoils.(1974) 1. Center - 430 32' 09"N, 700 OO'W (Portland) radius - 1.0 mile be- yond states waters. Designation very tentative for ocean disposal. 2. 420 21% 700 401W (Boston Light) - 2 square N. miles - designation interim - primary use dredged spoils - within Massachusetts waters. 3. 410 23' 03"N, 710 18' 17"W (Brenton Reef) - .2 square miles designation interim - within Rhode Island waters; primary use dredged spoils. 4. 420 26' 00"N, 700,35' OO"W (Foul site) radius 1.0 N. mile - desig- nation interim - outside state waters; primary use - tdxic wastes. 5. 410 03% 710 29'W, (Sulfuric Acid Site); interim designation; outside states waters; primary use - toxic wastes. 6. Four sites are designated tentatively within Long Island Sound for dredged spoils. They are New Haven dumpsite, New.London dumpsite, Eaton's Neck dumpsite, Cornfield shoal dumpsite. All are within states waters of New York and Connecticut (no toxics allowed). 7. A site for dredged spoils is being looked--at in Buzzards Bay. This is within states waters. The exact location has not been decided on but is awaiting the outcome of a study being conducted by the N.E. Aquarium. 8. A site for dredged spoils is currently being used in Rockland Harbor with an accompanying study being conducted by Maine Department of Sea and Shore Fishing. SOURCE: EPA Region I, January 14, 1974. (See Figure 17-62 for location of these sites.) 17-547 (3) In addition, also aDDlying is PL 92-1583, 86 stat. 1280, Coastal Management Act of 102, which requires a dumper requesting a federal permit to acquire the state's concurrence with the appli- cation but only after a state has'had its coastal zone management program approved by the Secretary of Commerce. (4) Various sections of the Rivers and Harbo,rs; Acts of 1899 and 1902 apply to activities of the U. S. Army Corps of Engineers as.stated in the Federal Register May 10, 1973, pq. 12217712230, which states the proposed rules for permits for dredged material to be dis- charged to navigable waters. (5) Section 404 of PL 92-50 0 Federal Water Pollution Control Act authorizes the Secretary of the Amy, through the Chief of En- gineers, to issue permits for dischargepf dredged material into the navigable waters at specific disposal sites. The selection of disposal sites will be at the discretion of the Administrator of EPA who can prohibit or restrict the.use of any defined area of discharge if judgqd to have an unacc6@able adverse effect on municipal water supplies, shellfish beds, fishery areas, wild- life, or recreation areas. 17.4.3. SUMMARY OF SELECTED RECENT AND ON-GOING RESEARCH Smith and Brown (1971) identified three areas of environmental re- search efforts related to ocean disposal. These were: development of baseline environmental data, laboratory studies of waste toxicity, and studies of the biota. In addition, undee the category of moni- toring they discussed regulatory and environmental monitoring. The only area lying within our study are .a that has received as much research monitoring and surveillance is New York City and the sur- rounding New York Bight. Extensive projects';supported by NOAA, USACE, and municipal/county groups have accumulated a wealth of base- line data beginning in the 1960's. A review;of these data may be found in The Effects of Waste Disposal in the New York Bight, Summary FinalL R _Le F�rt prepared by NMFS Sandy Hook LabbFatory, April, 1972. A brief review, Ocean Dumping in the New York Bight, Facts &-Figures was prepared b y U. S. EPA Region II, July, 1973. The former is based on several years of study of benthic o@ganisms sampled at 307 stations shown in Figure 17-63. Additional geological sampling is described by Swift, Cok, and McKinney (in pr&ss). These baseline data will be valuable in assessing damage to'biota in subsequent years. Farther up the coast work begun by Saila et a , (1968) and (1973) investigated the effects of contaminated dredge spoils resulting from deepening of Providence Harbor and River@, which were placed at several adjacent sites southeast of Breton Light, Rhode Island. This 17-548 @b '25 13 i3 61 4.1 62 4.1 41 60 67 B3 65 _U 21' 70 71 36 .591 - 46 .3 -*2 242 up 56 30 135 , 57 to 12" 1382 74*OD'W WOW A SOCIO-ECONOMIC AND ENVIRONMENTAL INVENTORY OF THE NORTH ATLANTIC REGION] FIGURE I Benthic Sample Stations New York Bight 17-63 (NOAA/NMFS, 1972) 1 17-549 L investigation examined the re-colonization of the dump area and pre- dicted future numbers of species. A series of investigations have been initiated by the New England Division of the Corps of Engineers to examine the effects that may occur at several proposed or recently begun dredging projects. An example of these is the New Haven Maintenance Project. A project description is,available in the Environmental Impact Statement pre- pared by the U. S. ACE, July_, 1973. University research groups have investigated the proposed dump sites (Rhodes, 1973) and looked at the benthic conditions prior to disposal. A similar but smaller study was begun in 1973 by the Maine Department of Marine Resources at Rockland,' Maine, to evaluate the effects of spoil disposal on existing fisheries and benthic communities. A summary of the preliminary results of these projects in New England have been reported (Third Ocean Disposal Conference, Boothbay Harbor, Maine, April 1973). A more detailed listing of on-going researchImay be found in Appendix C. There are also several excellent bibliographlies prepared recently. A general bibliography@for all of New York Bight is Ali (1973) with 2,500 citations. Several bibliographies on dredging and dredge spoils are available (Morton, 1973; Bohlen and DeVine, 072). EPA has sponsored 6 contract with Intersta,t&Electronics Corporation for a national investigation with emphasis on case study areas. A bibliography resulted from this study as well as the Directory of Personnel in Ocean Waste Disposal (Interstate Electronics Corp., Oceanic Division, 1973). Other research outside of the dredging issue,involves consideration of potential disposal sites for solid wastes and the possible biological effects (Pratt, et al., 1973; Loder and Sheveinell, 1973). 17.4.4 SIGNIFICANCE AND VALUE There are several ways in which information from ocean disposal activities may be of considerable value to the date baseline. i A. With the recent law, "Ocean Dumping Act"!,, EPA and Corps of Engineers will be conducting several potential sit,e examinations, monitoring, bio-assay, and other forms of research both at dredge sites and at several prospective dump sites for each proposed disposal permit. These data, as they are accumulated, willl form an important base for future evaluations. A list of current Environmental Impact Statements-for dredge projects is shown !,on Table A-19 for New England. In several of these statements.it appears there may be a number of applications for dredging in connection@with harbor development to allow deeper draft vessels to supply new' or enlarged refineries. 17-550 An example at hand is the proposed deepening of Portland Harbor to 50 feet to accomodate a marine terminal that would produce several million cubic yards of spoil. The baseline studies may be conducted over several years and would undoubtedly add immeasurably to the meager information now on hand at several proposed offshore dump sites. B. There have been several research studies into the effects of ocean dumping with the possibility of municipal waste disposal. Studies such as Pratt et al., (1973) and Loder and Shevenell (1973) if carried on for a period oftime may provide either specific data in localities or more general information that can be applied to other areas of a similar habitat. RELATED DISCUSSIONS See Chemical Oceanography; Chapter 4.3. Geological Oceanography, Offshore Chapter 3.1 Section 3.1.10. 17-551 17.4.5 REFERENCES Achrem, T. J. 1973. Ocean waste disposal inthe New York Bight. Interstate Electronics Corp., Anaheim, Calif., 129 p. Anonymous. 1974. Fishery notes: dredge spo'ils not seen hurting R.I. scu.p. Commercial Fisheries Review, January 1974 Boegly, W. J., Jr., WA. Griffithi 0. M. Sealland, & W. E. Baldry, 1970. Solid waste management practices:, an annotated biblio- graphy and permuted-title and key-word i1ndex. Oak Ridge National Laboratory, Oak Ridge, Tennessee for U.S. Dept. of Housing and Urban Development, Washington,.D.C. (Feb. 1970). ORNL-HUD-12. 363 p. Bohlen, W. F. and J. Devine. 1973. Bibliography on the disposal of dredge spoils in coastal waters. Prepared for the U. S. Army Corps of Engineers, Marine Science:Institute, Univ. of Conn. 73 p. Brown, kooert P. and Edward H. Shenton. 197i. Evaluating.waste dis- posal at sea - the critical role of information management. In:. Marine Technology Society 1971 Annual Management Proceedings. p. 353-363 uuuncii ot Environmental Quality. 1970. Report to the Presi- dent. Ocean dumping - a national policy. Washington, D. C. David, John D. 1973. Dredging and Spoil Disposal Studies in New Haven Harbor and central Long Island Sound. Sixth Annual Long Island Sound Conference, New York Ocean Scienc@ Laboratory, Montauk, New York, December, 1973. Devanney, J. W., V. Livanos, J. Patell., 197q. Economic aspects of solid waste disposal at sea. Massachusetts Institute of Tech- nology, Sea Grant Project Office, CambrOge, Mass. MITSG 71-2. (Nov. 1970). 85 p. ,First, Melvin W. (ed.) et al. 1972. Municipal waste disposal by shipborne incineration and sea disposal,lof residues. Harvard University School of Public Health, Boston, Mass. (U.S. EPA Grant UI-00557). Gilbert, T. A. Clay and A. Barker. 1973. Site selection and study of ecological effects of disposal of dredged materials in Buzzards I Bay, Massachusetts. for: U.S. Dept. of the Amy, New England Division, Corps of Engineers, Waltham, Mass. 70 p. 17-552. 'Gordon, Robert, Donald Rhoads, & Karl Turekian. 1972. The environ- mental consequences of dredge spoil disposal in Central Long Island Sound: I@ The New Haven spoil ground and New Haven .@Harbor. U.S, Amy Corps of En ineers, New England Division, Waltham, Mass. (October, 19723. 39 p. Interstate Electronics Corp. 1973. Ocean waste disposal in selected geographic areas. IEC, Anaheim, Calif., Oceanics Div. 392 p. Interstate El-ectronics Corporation. 1973. Directory of managers, engineers and scientists in ocean waste disposal and related ..environmental science fields. IEC, Anaheim, California, Report No. 4460C1543, for: U.S. Environmental Protection Agency, Ocean Disposal Progrim-Office, Washington, D.C., (June, 1973). 67 p. JBF Scientific Corporation, Burlington, Mass. 1973. Interaction of heavy metals with sulfur compounds in aquatic sediments and in dredged materials. for: U.S. Amy Corps of Enginerers, Waltham, Mass. (October, 197-3F 14 p. Litsky, Warren, Haim B. Gunner, & Ruth Kreplick (eds.). 1970. New directions in solid wastes processing 19,70. Proceedings of an Institute held at Framington, Mass., May 12-13, 1970. Technical Guidance Center for Industrial Environmental Control, Univ. of Mass., Amherst. .197 p. Arthur D. Little, Inc. 1973. Prospects for deep-ocean disposal of municipal refuse: a technical literature review. Final report to The New England Regional Commission, Boston, Mass. C-74317. (Jan., 1973). 145 p. Loder, Theodore C., Franz E. Anderson, Thomas C. Shevenell, 1973. Sea monitoring of emplaced baled solid waste@ University of New Hampshire, Durham, H. H. Report UNH SG-118. (Aug., 1973). 107 p. Martin, C. & C. S. Yentsch. 1973. Evaluation of the effect of dredging in the Annisquairr. River Waterway on nutrient chemistry of seawater and sediments and on phytoplankton growth. University of Massachusetts Marine Station, Gloucester, Mass. (July, 1973). 20 p. Morton, James W. 1973. A selected bibliography on dredging and the disposal of dredge spoil. Unpublished manuscript, Cornell University, Ithaca, New York. (July, 1973). 23 p. National Marine Fisheries Service. 1972. The effects of waste disposal in the New York Bight. Summary final report. NMFS, Middle Atlantic Coastal Fisheries Center, Sandy Hook Lab., High- lands, N. J. Ifor Coastal Engineering Research Center, U.S. Amy Corps of Engineers, Washington, D.C. (April, 1972). 70 p. 17-553 Pararas-Carayannis, George. 1973. Ocean dumping in the New York Bight; an assessment of environmental studies. U..S. Amy Corps of Engin- eers, Coastal Engineering Research Center, Ft. Belvoir, Va. Technical Memorandum No. 39. (May, 197@). Pearce, John B. 1972. Bio1ogical survey of1submerged refuse. Marine Pollution Bulletin, Vol. 3 (10), pp. 157,-158. (Oct., 1972). Pratt, S. D., S. B. Saila, A. G. Gaines, Jr.@@ J. E. Krout. 1973 Biological effects of ocean disposal ofisolid waste. University of Rhode Island, Marine Experiment Station, Narragansett, R.I., Marine Techinical Report No. 9. Rhoads, Donald C. 1973. The environmental 6onsequences of dredge spoil disposal in Central Long Island Sound, II. Benthic biology of the New Haven Harbor Channel and northwest control site. U.S. Amy Corps of Engineers, N. E. Div.., Waltham, Mass., and United Illuminating Company. (Feb., 1973). 1973. The environmental consequences of dredge spoil 717-s-P-0sal in Central LonglIsland Sound, III. Benthic biology of the south control site 1972. U.S. Army@'Corps'of Engineers, New England Division, Waltham, Mass. & United Illuminating Company. (April, 1973). Saila, S. B., S. D. Pratt, & T.7. Polgar. 1973., Dredge spoil I disposal in Rhode Island Sound. University of Rhode Island, Marine- Experiment Station, Narragansett, R. I,:Marine Technical Report No. 2. 48 p. Smith, D. D. and R. P. Brown. 1970. An app@aisal of oceanic disposal of barge delivered liquid and solid waste from U. S. coastal cities. Prepared by Dill'ilngham Corporation for Dep. of Health, Education and We.lfa,@re, Bureau of Solid Waste. Management. Contract Number 86-618 -203 (mimeograph). Smith, D. D. and R. P. Brown. 1971. Ocean disposal of barge - de- livered liquid and solid waste from U.S1. coastal cities. For: the Solid Waste Management Office of th6 Environmental Pro@ection Agency prepared by the Applied Oceanogr1aphy Division of the Dill- in.gham Corporation, La Jolla, Calif. Swift,.Donald, A. Cok, M. McKenney. n.d. :MESA: Interdisciplinary approach to environmental analysis of 6ontinental margins. National Oceanic and Atmospheric Administration. Washington, P.C. (manuscript). 17-554 U.S. Army.Corps of Engineers, N. E. Div. & Maine Dept. of Sea & Shore Fisheries. 1973. The thirdannual ocean disposal conference. 12-13 April, 1973. 'Proceedings. Maine Dept. of Sea & Shore Fisheries, Fisheries Research Station, W. Boothbay Harbor, Maine. 150 p. U.S. Environmental Protection Agency. 1973. Solid waste management: available information materials. U.S. Government Printing Office, Washington, D.C. July, 1973.. SW-58.19. 53.p. ..1973. Ocean dumping in the New York Bight: facts and 'U.S. Environmental Protection Agency, Region II, Sur- veillance & Analysis Division. (July, 1973). 14-p. U. S. Senate Committee on Public Works. 1971. Water pollution control legislation ocean dumping. Part 5. Hearings before the sub- committee on air and water pollution of the Committee on Public Works, U.S. Senate, 92nd, Congress. U.S. Government Printing Office, Washington, P.C. 2514 p. 17-555 cP'Z@ G k@ W. 1 0 vc- DA 72 BLUE CIR� 7Z> , O'G @' -1-37 goo Ll GAYLORD No. 2333 PRINTED IN USA C, S) "D bc C) n8 *g 0 ie 2A M, ,2'f 0 f,c A 0 0 vat'44M." 0 Q, 30 'b 0 C@- n' ZI, V9 36 C'Q 668 14106 4081 D 6,,0 if