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Maggie Brooks In cooperation with Monroe Department of Health County Executive

Loads and Yields of Selected Constituents in Streams and Rivers of Monroe County, , 1984-2001

By Donald A. Sherwood

More than 20 years of hydrologic-data collection in at Blossom Road Monroe County provides a basis for evaluation of the effects of urban growth and land-use changes on the chemical quality of streams and assessing the effectiveness of current water-resource- management practices. Since 1980, the Monroe County Department of Health has maintained a cooperative agreement with the U.S. Geological Survey (USGS) to collect and analyze hydrologic data from several sites and use the results to identify sources of contamination, quantify the annual loads and yields of selected chemical constituents, and identify temporal trends in these loads. Monroe County encompasses 673 square miles in the Plain region of New York (fig. 1) (Heffner and Goodman, 1973). Precipitation Genesee Falls at Driving in this region is evenly Park Ave., Rochester distributed throughout the year, averaging about 2.7 inches per month and about 32 inches per year (National Oceanic and Atmospheric Administration, 1983-99) measured at the Rochester-Monroe County Airport (fig. 1). The even distribution of precipitation during the year is a result of the proximity to Lake Ontario and Lake Erie which affect local rain and snowfall patterns. The annual maximum precipitation during 1984-2001 (45.9 inches) occurred during 1998; the minimum (24.8 inches) occurred during 1985 (fig. 2). Irondequoit Wetlands

U.S. Department of the Interior Water-Resources Investigations Report 03-4197 U.S. Geological Survey June 2004 78º00’ 77º50’ 77º40’ 77º30’ ����� Lake Ontario Plain 25’ MONROE COUNTY ������������

NEW YORK

43º ������������ 20’

����� LOCATION MAP

���������

COUNTY ���� HILTON ���� ����������������������

15’ ���� ����� ����� ��������������� ��������� ����������

������ ����������� Northrup ���

Creek Basin ����� �������� BROCKPORT ���� WEBSTER ����� ROCHESTER SPENCERPORT ������ 43º ORLEANS 10’ �������� ���������� Rochester- �����

Monroe County �������� COUNTY WAYNE GENESEE Airport �������� CHURCHVILLE ����� COUNTY ������������� ���� ���������� ���� ����� ����� PITTSFORD 05’ FAIRPORT �����

����� ����� ������� �������� SCOTTSVILLE �������� COUNTY �������� ����� 43º 10’ ����� ����������� �����

LIVINGSTON COUNTY ������� ONTARIO 0 5 MILES HONEOYE FALLS 0 5 KILOMETERS ONTARIO COUNTY

Base from U.S. Geological Survey Digital line graph, 1:100,000 ����������� CITY OR VILLAGE DRAINAGE BASIN COUNTY LINE WATER-QUALITY ONLY SITE STREAMFLOW-GAGING STATION AND MONITORING SITE 0422026250 Northrup Creek at North Greece 04232034 Irondequoit Creek at Railroad Mills 04232040 Irondequoit Creek at Pittsford 04232046 Thomas Creek at Fariport 04232047 Irondequoit Creek at Linden Ave. 0423204920 East Branch Allen Creek at Pittsford 04232050 Allen Creek near Rochester 0423205010 Irondequoit Creek at Blossom Road 431510077363501 at Charlotte 04232000 Genesee River at Rochester Pump Station, Rochester

Figure 1. Principal geographic features of Monroe County, N.Y., and locations of selected monitoring sites in study area. (From Sherwood, 2003; fig. 1.)

2 50

45

40 Mean annual precipitation (1961-90) 35

30 Figure 2. Annual total precipitation and long-term 25 mean at Rochester-Monroe

ANNUAL PRECIPITATION, IN INCHES PRECIPITATION, ANNUAL County Airport, N.Y., water years 1984-2001. (Location 20 1984 1985 1986 1987 1988 1989 1990 1991 1992 1993 1994 1995 1996 1997 1998 1999 2000 2001 is shown in fig. 1.)

Chemical Loads and Yields are an important consideration when evaluating trends Streamflow samples have been collected at monitoring in constituent loading. Upward or downward trends in sites in Monroe County since 1984 and analyzed for constituent loads may be due entirely or in part to an nutrients (nitrogen and phosphorus), common ions upward or downward trend in streamflow, rather than to an (chloride and sulfate), and total suspended solids (Johnston actual increase or decrease in concentration. and Sherwood, 1996; Sherwood, 1999a, 1999b, 2001, The total flow of streams generally varies from year 2003). Concentration data from these samples are to year, depending on the amount, intensity, and time of combined with streamflow (discharge) data to estimate year of precipitation. Changes in land use also can affect the loads and yields of these constituents. Load represents streamflow volume; for example, converting agricultural the mass (usually in pounds or tons) of a given constituent or forested land to suburban development increases the moving past a given point per unit time and is calculated amount of impervious or paved surface area, which in through a multivariate linear regression that provides turn decreases the amount of stormwater infiltration and a quantitative relation between measured constituent increases the volume of storm runoff that enters nearby concentrations and daily stream discharge (Cohn and streams. These factors can affect the short- and long-term others, 1992). Yield is the load divided by the drainage trends in streamflow. area. Yields are helpful in comparisons between basins of The effects of land-use changes and water-quality differing size and streamflow characteristics; for example, management practices on surface-water quality can best a given stream may have a greater total load than another be examined through an analysis of water-quality trends— simply because it has a larger basin, yet it may have a the overall changes in a chemical constituent loads at a smaller yield. Thus, the differences in yields of given specific site over a specified period of time. Annual loads streams can be more indicative of land-use differences of nine constituents at nine streamflow sites in Monroe among basins, or of changes in land use within a basin, County were tested for trends with a statistical routine than differences in loads. called the Kendall slope estimator (Hirsch and others, 1982) to determine the direction and statistical significance of the trend. Annual loads were first normalized (annual Trend Analysis load divided by annual mean discharge) to remove the effects of flow prior to trend analysis. These normalized A trend is an overall change in volume of streamflow loads (essentially annual mean concentrations) were then or constituent load at a given site over a specified period tested for trends. Annual mean loads of most constituents of time (usually several years). Loads of constituents at Irondequoit basin sites show a long-term decrease over transported by a given stream are dependent on the volume the period of record at all sites, although most are not of flow in that stream; thus, trends in streamflow statistically significant (α = 0.05).

3 77º 37' 30" 30' 22' 30" IRONDEQUOIT CREEK BASIN ����������� 43º ������������ Drainage-basin 15' boundary � The Irondequoit Creek basin lies in the � � 0423205010 Active site � eastern part of Monroe county and drains �

� 04232040 Inactive site

� �����������

� northward into (fig. 3). �

� ��� �

� �

Irondequoit Creek receives drainage from �

� the east side of the City of Rochester as � � WEBSTER � well as from adjacent Ontario and Wayne � �� counties. The Erie (Barge) Canal crosses ��� the middle of the basin from east to west. 10' ROCHESTER

During the navigation season, water from COUNTY WAYNE the canal is diverted into Irondequoit Creek ���������� MONROE COUNTY EAST and some of its tributaries to augment flow �������� in those streams during low-flow conditions. ROCHESTER �������� The headwaters (southern parts) of the basin ����� �������� ����� are generally rural and agricultural, whereas ������ ����� ���������� the central and northern parts are urbanized. �����

05' ����� ���� FAIRPORT ����� The Irondequoit Creek basin was the ��� PITTSFORD �������

original focal point of long-term water- ����

resources study because Irondequoit Bay ����� �������� has been eutrophic for several decades due to the adverse effects on water quality of COUNTY the sewage, sediments, and nutrients that �������� are transported to the Bay by Irondequoit � Genesee River Basin Creek. The discharge of treated sewage to ��� �� Irondequoit Creek was eliminated in 1979, 43º ���������� Mendon Ponds when the County Wastewater Treatment County Park VICTOR Facility along the shore of Lake Ontario ONTARIO

began operation. COUNTY 0 1 2 3 MILES Streamflow and water-quality data have been collected at seven sites in the basin MONROE 0 1 2 3 KILOMETERS since 1984 (fig. 3). Four of the sites are LIVINGSTON COUNTY currently active—Irondequoit Creek at ������������ �������������� Blossom Road (since 1984), Irondequoit 42º55' 0423204920 East Branch Allen 04232040 Irondequoit Creek at Pittsford Creek at Pittsford 04232046 Thomas Creek at Fairport Creek at Railroad Mills (streamflow since 04232050 Allen Creek near 1991 and water quality since 1992), Allen Rochester 04232047 Irondequoit Creek at Linden Ave. 04232034 Irondequoit Creek at Creek near Rochester (streamflow since Railroad Mills 1959 and water quality since 1984), and 0423205010 Irondequoit Creek at Blossom Road East Branch Allen Creek at Pittsford (since Base from U.S. Geological Survey 1991); the three discontinued (inactive) sites State base map, 1974, 1:500,000 are Irondequoit Creek at Pittsford (1984- 90), Irondequoit Creek at Linden Ave. Figure 3. Locations of selected streamflow-gaging stations within the Irondequoit Creek basin, Monroe County, N.Y. (1984-88), and Thomas Creek at Fairport (1984-88). for all constituents among the active sites, were at Irondequoit Creek at Blossom Road (fig. 4), although the mean annual load of ammonia Mean Annual Constituent Loads at Irondequoit Creek at Linden Avenue (an inactive site) was higher during its period of record than at Blossom Road. Generally, the Mean annual constituent loads calculated East Branch Allen Creek site (which has the smallest drainage area for the four active and three inactive sites and the lowest mean annual flow) had the lowest mean annual loads in the Irondequoit Creek basin are given of all constituents for all sites, but this site had the highest yields of in table 1. The greatest mean annual loads orthophosphate and nitrite + nitrate.

4 1,000,000 1,000 1,000 TOTAL SUSPENDED SOLIDS 500,000 500 AMMONIA 500 TOTAL PHOSPHORUS 200,000 200 200 100,000 100 50,000 50 100 20,000 20 50 10,000 10 5,000 5 20 2,000 2 10 1,000 1 5 500 0.5 2 200 0.2 100 0.1 1 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 100 10,000 10,000 ORTHOPHOSPHATE 5,000 AMMONIA + ORGANIC 5,000 NITRITE + NITRATE 50 NITROGEN 2,000 20 1,000 2,000 10 500 1,000 5 200 500 100 2 50 200 1 20 100 10 50 LOAD, IN TONS 0.5 5 20 0.2 2 0.1 1 10 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 SITE 1,000,000 1,000,000 500,000 500,000 DISSOLVED DISSOLVED SULFATE CHLORIDE 200,000 200,000 100,000 100,000 50,000 50,000 20,000 10,000 20,000 5,000 10,000 2,000 5,000 1,000 500 2,000 200 1,000 100 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 SITE SITE

����������� Inactive Irondequoit Creek Basin sites Active Irondequoit Creek Basin sites Sites outside Irondequoit Creek Basin

��������������������������������������� 1. Irondequoit Creek at Pittsford (1984-90) 6. Irondequoit Creek at Railroad Mills (1992-2001) 2. Thomas Creek at Fairport (1984-88) 7. Irondequoit Creek at Blossom Road (1984-2001) 3. Irondequoit Creek at Linden Ave. (1984-88) 8. Northrup Creek near North Greece (1990-2001) 4. East Branch Allen Creek at Pittsford (1991-2001) 9. Genesee River at Charlotte Pump Station 5. Allen Creek near Rochester (1984-2001) at Rochester (1990-2001)

Figure 4. Mean annual loads of selected constituents at nine sites in Monroe County, N.Y., for period of record. (Locations are shown in fig. 1.)

5 Constituent Yields Among the active sites, the highest yields of ammonia solids and dissolved sulfate were at the most upstream (0.03 tons per square mile), ammonia + organic nitrogen Irondequoit Creek site, Railroad Mills. Among the inactive (0.93 tons per square mile), and chloride (175 tons per sites, the highest yields of ammonia, ammonia + organic square mile) were at the Allen Creek site, and the highest nitrogen, nitrite + nitrate, and chloride were at Irondequoit yields of orthophosphate (0.024 tons per square mile) and Creek at Linden Ave. The lowest yields of all constituents nitrite + nitrate (1.44 tons per square mile) were at the East except ammonia, orthophosphate, and dissolved chloride Branch Allen Creek site (fig 5). The highest yields of total were at Thomas Creek. The high yields of dissolved phosphorus were at Irondequoit Creek at Blossom Road. sulfate at Railroad Mills were reflected at the Pittsford site The lowest yields of all constituents except suspended (inactive), about 2 miles downstream.

�������� Statistical summary of annual loads, and results of trend tests on loads of selected flow-adjusted constituents, at three inactive and four active sites in the Irondequoit Creek basin, Monroe County, N.Y., for period of record. [��������������������������������������������������������������������������������������������������������������������������������� ������] Annual Load Flow-adjusted trend Maximum Minimum Mean Units per percent Discharge and constituent annual Value Year Value Year year per year �

�������������� ���������������������������������������� ��������������������������������� ���� ���� ���� ���� ���� ����� ���� ���� Total suspended solids 6,190 9,400 1990 3,590 1989 ���� ���� ��� ������� ���� ���� ���� ���� ���� ����� ���� ��� �������������������������� ���� ���� ���� ���� ���� ���� �� ��� ����������������� ���� ���� ���� ���� ���� ���� ���� ��� ���������������� ���� ���� ���� ���� ���� ���� ���� ��� �������������� ���� ���� ���� ���� ���� �� �� �� ������������������ ����� ����� ���� ����� ���� ���� ��� ��� ����������������� ����� ����� ���� ����� ���� ���� ��� � ���������������������������������� ��������������������������������� ���� ���� ���� ���� ���� ����� ����� ��� ���������������������� ��� ��� ���� ��� ���� ���� ��� ��� Ammonia 0.92 1.55 1984 0.37 1988 ����� ����� ��� �������������������������� ���� ���� ���� ���� ���� ����� ���� ��� ����������������� ���� ���� ���� ���� ���� ���� ����� ��� ���������������� ���� ���� ���� ���� ���� ���� ��� ��� �������������� ���� ���� ���� ���� ���� ���� ��� ��� ������������������ ����� ����� ���� ����� ���� ���� ��� ��� ����������������� ����� ����� ���� ����� ���� ���� ��� ��� ������������������������������������������ ��������������������������������� ���� ��� ���� ���� ���� ����� ���� ��� ���������������������� ����� ������ ���� ����� ���� ���� ��� ��� ������� ���� ���� ���� ���� ���� ����� ����� ��� �������������������������� ���� ��� ���� ���� ���� ���� ���� ��� ����������������� ��� ��� ���� ���� ���� ���� ���� ��� ���������������� ���� ���� ���� ���� ���� ��� ���� ��� �������������� ���� ���� ���� ���� ���� ����� ��� � ������������������ ����� ����� ���� ����� ���� ���� ��� ��� ����������������� ������ ������ ���� ������ ���� ���� ��� ���

6 � � �� �� ���� �� �� ���� � �� � ��� � �� ��

�������� Statistical summary of annual loads, and results of trend tests on loads of selected flow-adjusted constituents, at three inactive and four active sites in the Irondequoit Creek basin, for period of record (continued). Annual Load Flow-adjusted trend Maximum Minimum Mean Units per percent Discharge and constituent annual Value Year Value Year year per year �

������������

������������������������������������������������� ��������������������������������� ���� ���� ���� ���� ���� ���� ��� ��� Total suspended solids 1,100 1,580 1998 475 2001 ���� ���� ��� ������� ���� ����� ������������ ����� ���� ����� ���� ��� Ammonia + organic nitrogen 7.18 9.95 1993 3.32 1999 ���� ���� ���� ����������������� ���� ���� ���� ����� ���� ���� ���� ��� ���������������� ���� ����� ���� ����� ���� ���� ���� ��� �������������� ���� ����� ���� ����� ���� ������ ���� ��� Dissolved chloride 1,120 1,720 2000 692 1995 ��� ��� ���� ����������������� ��� ��� ���� ��� ���� ��� ��� ���

�������������������������������������� ��������������������������������� ���� ���� ���� ���� ���� ���� ���� ��� ���������������������� ����� ������ ���� ������ ���� ���� ��� ��� Ammonia 0.94 2.28 1984 0.21 1995 ����� ���� ��� Ammonia + organic nitrogen 28.1 50.6 1984 10.5 1998 ���� ���� ���� ����������������� ���� ����� ���� ����� ���� ���� ���� ��� ���������������� ���� ����� ���� ����� ���� ������ ���� ��� �������������� ���� ����� ���� ����� ��������� ����� ��� ��� Dissolved chloride 5,260 7,040 1996 3,520 1988 ��� ��� ���� Dissolved sulfate 1,810 2,980 1994 1,170 1995 ����� ���� ���

�������������������������������������������������� ��������������������������������� ���� ���� ���� ���� ���� ����� ��� � ���� ���������������������� ����� ������� ���� ����� ���� �� �� �� ������� ���� ���� ���� ���� ���� ����� ���� ��� Ammonia + organic nitrogen 22.9 47.3 1993 11.9 1999 ����� ���� ��� ����������������� ���� ���� ���� ���� ���� ���� ��� ��� ���������������� ���� ���� ���� ���� ���� ����� ���� ��� �������������� ���� ���� ���� ���� ���� ����� ��� ��� Dissolved chloride 2,750 3,420 1998 1,840 1995 ��� ��� ���� ����������������� ����� ����� ���� ����� ���� ��� ��� ���

��������������������������������������������� ��������������������������������� ��� ��� ���� ���� ���� ���� ��� ��� ���������������������� ������ ������� ���� ������ ���� ����� ���� ��� Ammonia 3.44 9.02 1984 0.98 2001 ����� ���� ���� Ammonia + organic nitrogen 133 209 1986 52.6 1999 ���� ���� ���� ����������������� ��� ��� ���� ����� ���� ����� ���� ��� ���������������� ���� ����� ���� ���� ���� ������ ���� ��� �������������� ���� ����� ���� ����� ���� ������ ���� ��� Dissolved chloride 16,400 21,000 1993 11,600 1988 ���� ��� ���� ����������������� ������ ������� ���� ������� ���� ���� ���� ���

7 2.5

PHOSPHORUS, TOTAL

2.0 LOWESS TREND LINE

Improved phosphorus treatment at Spencerport waterwater-treatment plant 1.5

1.0

0.5

CONCENTRATION, IN MILLIGRAMS PER LITER CONCENTRATION, 0

-0.2 1990 1991 1992 1993 1994 1995 1996 1997 1998 1999 2000 2001

Figure 5. Concentrations of total phosphorus in samples from Northrup Creek with LOWESS trend line before and after implementation of improved phosphorus treatment at the Spencerport wastewater-treatment plant, Monroe County, N.Y., during August 1995. (Locations are shown in fig. 1.)

Trends algal clumps that cause odors, discolor the water, and All active sites in the Irondequoit Creek basin showed interfere with the esthetic quality of the pond and its significant downward trends in flow-adjusted loads recreational uses. of ammonia + organic nitrogen (table 1), probably In 1989, the Monroe County Department of Health as a result of the gradual loss of agricultural lands to and the Town of Greece, in cooperation with the USGS, suburban development. Annual loads of ammonia began a monitoring program on Northrup Creek at a showed a significant downward trend at the Allen Creek site about 5 mi north of the Spencerport wastewater- and Blossom Road sites, as did suspended solids at the treatment plant to assess nutrient loads being delivered East Branch Allen Creek site. The downward trend in to Long Pond by Northrup Creek (Sherwood, 1999a). suspended solids at this site is a result of a stormwater- The program entailed the collection and analysis of water detention basin that was constructed upstream during the samples and streamflow data for calculation of chemical summer of 1995 to allow settling (removal) of suspended loads. Northrup Creek begins just south of the village of material. Annual loads of chloride showed an upward trend Spencerport and flows about 10.5 miles northward into at all sites. Long Pond. Northrup Creek’s 23.5-square-mile basin Two of the three inactive sites had the minimum contains agricultural land, housing developments, and recommended period of record (5 years) for trend a small amount of urban land. The major contributor of analysis. Only two statistically significant trends were nutrients (particularly phosphorus) to Northrup Creek noted at these sites—Thomas Creek, which showed a is the Spencerport wastewater-treatment plant. In 1995, downward trend in ammonia, and Irondequoit Creek at the plant began a program to improve the removal of Pittsford, which showed an upward trend in suspended phosphorus from the effluent. solids. Total phosphorus loads in Northrup Creek during 1990-2001 averaged 3.80 tons per year, whereas orthophosphate loads averaged 1.54 tons per year (table NORTHRUP CREEK 2). Yields of nutrients in the Northrup Creek basin were considerably higher than any of those in Irondequoit Long Pond, a shallow embayment along the southern Creek or the Genesee River (fig. 6). Trend testing of edge of Lake Ontario (fig. 1) has become hypereutrophic flow-adjusted loads indicated one constituent (total (overly enriched with nutrients) in recent years as a result phosphorus) with a significant downward trend (fig. 5), of nitrogen and phosphorus transported to those waters by which is attributed to the improved wastewater treatment Northrup Creek. An overabundance of these nutrients has (Sherwood, 2003), and two constituents (dissolved chloride resulted in the development of algal mats and decaying and dissolved sulfate) with significant upward trends.

8 �������� Statistical summary of annual loads and results of trend tests on loads of selected flow-adjusted constituents at Northrup Creek at North Greece, Monroe County, N.Y., 1990 through 2001. [������������������������������������������������������������������� ���������� ����������������������� ���������������������������������� Annual Load Flow-adjusted trend Maximum Minimum Units per percent Discharge and constituent Mean Value Year Value Year year per year �

��������������������������������� ���� ���� ���� ���� ���� ���� ���� ���� ���������������������� ����� ����� ���� ��� ���� ���� ���� ��� ������� ���� ���� ���� ���� ���� ���� ��� ��� �������������������������� ���� ���� ���� ��� ���� ���� ���� ��� ����������������� ���� ���� ���� ���� ���� ��� ��� ��� Total phosphorus 3.80 4.79 1993 ���� 2001 ���� ���� ��� �������������� ���� ���� ���� ���� ���� ���� ���� ��� Dissolved chloride 1,260 1,750 2001 ��� 1995 ���� ��� ��� Dissolved sulfate 657 920 1998 ��� 1995 ���� ��� ��� � ����� � � �� � ��

�������� Statistical summary of annual loads and results of trend tests on loads of selected flow-adjusted constituents at Genesee River at Charlotte Pump Station, Rochester, N.Y., 1990 through 2001. [���������������������������������������������������������������������������������������������������������������������������������������� Annual Load Flow-adjusted trend Maximum Minimum Units per percent Discharge and constituent Mean Value Year Value Year year per year �

��������������������������������� ����� ����� ���� ����� ���� ����� ���� ���� ���������������������� ������� ������� ���� ������� ���� ����� ���� ��� ������� ��� ��� ���� ��� ���� ����� ���� ��� Ammonia + organic nitrogen 1,780 2,420 1993 830 1999 ����� ���� ���� ����������������� ����� ����� ���� ����� ���� ����� ���� ��� ���������������� ��� ��� ���� ��� ���� ����� ���� ��� Orthophosphate 51 77 1998 31 1989 ���� ��� ���� Dissolved chloride 134,000 186,000 1991 71,400 1999 ����� ���� ��� ����������������� ������� ������� ���� ������ ���� ���� ���� ���

GENESEE RIVER The Genesee River annually transports 362,000 tons of The Genesee River flows northward from the New suspended solids, 134,000 tons of dissolved chloride, and York- border through Monroe County and 147,000 tons of dissolved sulfate to Lake Ontario (fig. 4). Rochester into Lake Ontario. Its basin contains 2,480 Nutrients are transported at the rate of 1,780 tons per year square miles and is primarily agricultural except in the for ammonia + organic nitrogen, 3,060 tons per year for City of Rochester, where it is urban. Flow of the Genesee nitrite + nitrate, and 347 tons per year for total phosphorus. River at Rochester has been monitored since 1919, and Yields of all constituents in the Genesee River basin were water-quality monitoring began in 1971 at Charlotte Docks within the range of those found in the Irondequoit Creek under the USGS National Stream Quality Accounting basin (fig. 6). Ammonia + organic nitrogen and dissolved Network (NASQAN) program. In 1989, Monroe County chloride showed significant downward trends, whereas began collection and analysis of water-quality data from orthophosphate showed a significant upward trend. the Genesee River at the Charlotte Pump Station, about 1 Water-quality monitoring has been started on three mile north (downstream) from the NASQAN site (fig. 1). tributaries to the Genesee River—Black Creek, Honeoye The annual constituent loads (table 3) are based on data Creek, and (fig. 1). The period of record is collected by Monroe County at the Charlotte Pump Station. too short at present for statistical analysis, however.

9 300 0.25 0.4 TOTAL SUSPENDED SOLIDS AMMONIA TOTAL PHOSPHORUS 0.20 0.3 200 0.15 0.2 0.10 100 0.1 0.05

0 0 0 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9

0.20 1.6 2.0 ORTHOPHOSPHATE AMMONIA + ORGANIC NITRITE + NITRATE 1.4 NITROGEN 1.8 0.15 1.2 1.6

0.10 1.0 1.4

0.8 1.2 0.05 0.6 1.0

0 0.4 0.8 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9

YIELD, IN TONS PER SQUARE MILE YIELD, IN TONS SITE 200 160 DISSOLVED DISSOLVED SULFATE CHLORIDE 140 150 120

100 100

80 50 60

0 40 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 SITE SITE

����������� Inactive Irondequoit Creek Basin sites Active Irondequoit Creek Basin sites Sites outside Irondequoit Creek Basin

��������������������������������������� 1. Irondequoit Creek at Pittsford (1984-90) 6. Irondequoit Creek at Railroad Mills (1992-2001) 2. Thomas Creek at Fairport (1984-88) 7. Irondequoit Creek at Blossom Road (1984-2001) 3. Irondequoit Creek at Linden Ave. (1984-88) 8. Northrup Creek near North Greece (1990-2001) 4. East Branch Allen Creek at Pittsford (1991-2001) 9. Genesee River at Charlotte Pump Station 5. Allen Creek near Rochester (1984-2001) at Rochester (1990-2001)

Figure 6. Mean annual yield of selected constituents at nine sites in Monroe County, N.Y., for period of record. (Locations are shown in fig. 1.)

10 SUMMARY REFERENCES CITED

Hydrologic data collected in Monroe County since Cohn, T.A., Caulder, D.L., Gilroy, E.J., Zynjuk, L.D., the 1980’s and earlier, including long-term records and Summers, R.M., 1992, The validity of a simple of streamflow and chemical loads, provide a basis statistical model for estimating fluvial constituent for assessment of water-management practices. All loads—an empirical study involving nutrient loads monitored streams except Northrup Creek showed a slight entering Chesapeake Bay: Water Resources Research, (nonsignificant) overall decrease in annual streamflow v. 28, no. 9, p. 2353-2363. over their period of record; Northrup Creek showed a Heffner, R.L., and Goodman, S.D., 1973, Soil survey slight increase. of Monroe County, New York: U.S. Department of The highest yields of all constituents except chloride Agriculture, 172 p. and sulfate were at Northrup Creek; these values exceeded Hirsch, R.M., Slack, J.R., and Smith, R.A., 1982, those of the seven Irondequoit Creek basin sites and Techniques of trend analysis for monthly water quality the Genesee River site. The highest yields of dissolved data: Water Resources Research, v. 18, no. 1, p. 107-121. chloride were at the most highly urbanized site (Allen Johnston, W.H., and Sherwood, D.A., 1996, Water Creek), whereas the highest yields of dissolved sulfate Resources of Monroe County New York, Water were at the most upstream Irondequoit Creek sites— Years 1984-88, with emphasis on water quality in the Railroad Mills (active) and Pittsford (inactive). Yields of Irondequoit Creek basin, part 2: U.S. Geological Survey all constituents in the Genesee River at the Charlotte Pump Water-Resources Investigations Report 96-4054, 84 p. Station were within the range of those at the Irondequoit National Oceanic and Atmospheric Administration, Creek basin sites. 1983-99, Climatological data annual summary, New The four active Irondequoit Creek basin sites showed York: Asheville, N.C., National Climatic Data Center, significant downward trends in flow-adjusted loads no. 13, v. 106-108 [issued annually]. of ammonia + organic nitrogen, possibly from the Sherwood, D.A., 1999a, Phosphorus loads entering conversion of agricultural land to suburban land. Two Long Pond, a small embayment of Lake Ontario near active sites (Allen Creek and Blossom Road) and one Rochester, New York: U.S. Geological Survey Fact inactive site (Thomas Creek) showed downward trends Sheet FS-128-99, 4 p. in loads of ammonia. All active sites showed significant Sherwood, D.A., 1999b, Water Resources of Monroe upward trends in dissolved chloride loads. Northrup County New York, Water Years 1989-93, with Creek showed a significant downward trend in total emphasis on water quality in the Irondequoit Creek phosphorus load since the improvement in phosphorus basin, part 2: U.S. Geological Survey Water-Resources removal at the Spencerport wastewater-treatment plant, Investigations Report 99-4084, 50 p. and upward trends in dissolved chloride and sulfate Sherwood, D.A., 2001, Water Resources of Monroe loads. The Genesee River at the Charlotte Pump Station County New York, Water Years 1994-96, with showed significant downward trends in loads of ammonia emphasis on water quality in the Irondequoit Creek + organic nitrogen and chloride, and an upward trend in basin: U.S. Geological Survey Water-Resources loads of orthophosphate. Investigations Report 00-4201, 39 p. The improved treatment or diversion of sewage- Sherwood, D.A., 2003, Water Resources of Monroe treatment-plant-effluent has produced decreased yields of County New York, Water Years 1997-99, with some constituents throughout the county, particularly in emphasis on water quality in the Irondequoit Creek the Irondequoit Creek basin, where the loads of nutrients basin: U.S. Geological Survey Water-Resources delivered to Irondequoit Bay have been decreased. Investigations Report 02-4221, 55 p.

11 Irondequoit Bay

FOR MORE INFORMATION: Copies of this report can be Subdistrict Chief purchased from: U.S. Geological Survey U.S. Geological Survey 30 Brown Rd. Branch of Information Services Ithaca, N.Y. 14850 Box 25286 Denver, CO 80225-0286

This report and additional earth science information can be found on the World Wide Web at http://ny.usgs.gov