Niagara Power Project FERC No. 2216
DESCRIBING CONTAMINANT LEVELS IN FISH IN LEWISTON RESERVOIR
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Prepared for: New York Power Authority
Prepared by: The Louis Berger Group, Inc.
August 2005
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Copyright © 2005 New York Power Authority
The New York Power Authority is in the process of
relicensing the Niagara Power Project, located in
The Lewiston Reservoir has a gross storage capacity of 74,250 acre-feet. The usable storage capacity is 69,500 acre-feet, or 94% of the gross storage capacity. When the reservoir is at maximum water surface elevation, the water depth is approximately 42 feet. At maximum reservoir drawdown, the average water depth of the wetted areas is just over 3 feet. Typically, the reservoir is drawn down during weekdays and refilled at night (although it is not fully refilled each day), with a gradual drawdown through the week to its lowest level at the end of the week. It is fully refilled on Saturday and Sunday.
Study components to meet the objectives included an
evaluation of the sediment quality in the Lewiston Reservoir, the water quality
in the reservoir and
Sediment Quality in
Sediment quality data are available from samples collected from the upper 6 inches of the sediment column in the Lewiston Reservoir in 1983, 2002, and 2003. Sediments in the reservoir were analyzed for metals, organic compounds, and grain size. On average, the upper sediments consisted of 95% silt and clay with minor fractions of sand and gravel. Contaminant concentrations detected in the sediments were compared to New York State Department of Environmental Conservation (NYSDEC) guidelines for human health bioaccumulation, which relate to an assumed risk associated with estimates of consumption and bioaccumulation of contaminants in fish (NYSDEC 1999a). In addition, data were compared to probable effects concentrations (PEC) and threshold effects concentrations (TEC), which relate contaminant concentrations in sediment to biological effects on bottom-dwelling aquatic organisms (MacDonald et al. 2000); similar guidelines for aquatic life are available for metals from NYSDEC (1999a).
Contaminants that exceeded these guidelines in one or more
samples included arsenic, lead, mercury, polynuclear aromatic hydrocarbons,
polychlorinated biphenyls, and mirex.
Similar concentrations of these contaminants also were detected in some
of the
Water Quality in
Water quality studies in the
None of the measurements from these studies of organic
compounds and heavy metals in the
Turbidity and suspended
sediment data also were compiled. The
suspended sediment concentrations are typically highest in the late fall and
winter months as a result of storms stirring up sediments in Lake Erie and increasing
sediment runoff from the tributaries to the Niagara River.
Sedimentation in
The net deposition rate in the Lewiston Reservoir was determined by comparing reservoir bottom topography/elevations between surveys conducted in September 1961 and in May 2001. In this 39.7-year period, the average sediment deposition rate for the entire reservoir was approximately 0.29 inches/year. Sediment is not deposited uniformly in the reservoir. The reservoir has areas of deposition and areas of no deposition or minor erosion. The primary depositional areas are located in the central parts of the reservoir. Generally, deposition also does not occur on shallow areas in the northern parts of the reservoir; these areas are exposed at low water levels during drawdown. Erosion of bottom sediment due to the pumping/draining of water in the reservoir appears to be limited to the immediate vicinity of the Lewiston Pump Generating Plant. One of the reasons for the limited erosion in this area is likely the large rock apron that was placed on the reservoir floor in front of the plant during construction.
Waves in the Lewiston Reservoir are generally not expected
to generate scour of the bottom sediments.
In the shallow areas of the reservoir that are exposed at low water
elevations, the wave energy prevents settling sediment particles from permanent
deposition. Particles settle in the
deeper part of the reservoir. These
settled particles are expected to contain chemical concentrations that reflect
recent concentrations in suspended matter within the
Bioavailability of Contaminants
Chemical or contaminant residues in fish are a function of chemical concentrations in the water and sediment in which they live, and the prey they ingest. Fish take up chemicals in the water column via respiration through the gills and dermal contact (Connell 1989, USEPA 2000). Chemicals in prey items are ingested. Chemicals in sediment can be ingested incidentally while the fish is preying on benthic macroinvertebrates such as insect larvae. Particulates, such as suspended sediment in the water column, can also be ingested. Sediment and water column phases are interconnected in an ecosystem through fate and transport processes such as hydrodynamics, diffusion, particle deposition, and resuspension.
The potential source of contaminants in the water column
is
Contaminant Levels of
Contaminant levels in fish living in the reservoir were
evaluated using water quality and sediment data collected from the river and
the reservoir, probable exposure pathways, existing fish tissue data for the
river, and the life histories of the fish that occur in the reservoir. Tissue analyses from fish in the
There are no tissue data available for fish collected from the reservoir. However, based on an evaluation of the available fish tissue data from the river, it is expected that carp, which is a bottom-feeding omnivore, would contain the highest relative concentration of polychlorinated biphenyls and certain pesticides, when compared to other fish species. Other species such as yellow perch, rock bass, and smallmouth bass are expected to contain lower levels than carp, based on existing river tissue data.
Because contaminant levels in fish living in the reservoir
are expected to be similar to fish in the upper Niagara River, the current
health advisory provided by the New York State Department of Health for
consumption of carp caught from the upper
Agencies
EC Environment
IJC International Joint Commission
NOAA National Oceanic and Atmospheric Administration
NYPA
NYSDEC New York State Department of Environmental Conservation
NYSDOH New York State Department of Health
OMOE Ontario Ministry of the Environment
USACE United States Army Corps of Engineers
USEPA United States Environmental Protection Agency
USGS United States Geological Survey
Units of Measure
cfs cubic feet per second
cm centimeter
ft/s feet per second
gpm gallons per minute
h hour
kg kilogram
km kilometer
l liter
mg milligram
m/s meters per second
ng nanogram
NTU Nephelometric Turbidity Unit
s second
μg microgram
USLSD
Environmental
LEL lowest effects level
PAH polynuclear aromatic hydrocarbon
PEC probable effects concentration
PCB polychlorinated biphenyl
RWW recombined whole water
SEL severe effects level
SVOC semivolatile organic compound
TEC threshold effects concentration
TOC total organic carbon
TVS total volatile solids
VOC volatile organic compound
Miscellaneous
LPGP
NPP
NRTMP
PID Photoionization Detector
RIBS Rotating
RMNPP Robert Moses Niagara Power Plant
The New York Power Authority (NYPA) is engaged in the
relicensing of the Niagara Power Project (NPP), located in
The objective of the study was to describe the
concentration of contaminants, if any, in Lewiston Reservoir fish and to
document available information on contamination of upper
Study components to meet the objectives included an
evaluation of the sediment quality in the Lewiston Reservoir, the water quality
in the reservoir and
The 1,880-MW (firm capacity) NPP is one of the largest
non-federal hydroelectric facilities in
The NPP has several components that are described below and shown in Figure 1.2.1-1.
NYPA Intakes: Two adjacent intakes are located
approximately 2.6 miles upstream of
Water Intake Conduits: Intake
water bypasses
Forebay: The forebay has an area of 71 acres and a
capacity of 1.8 billion gallons. It is
approximately 4,200 feet long, 500 feet wide, and 110 feet deep. The depth of water in the forebay varies
between 35 and 63 feet, depending on operating conditions.
Robert Moses Niagara Power Plant: The
Robert Moses Niagara Power Plant (RMNPP) is NYPA’s main generating plant at the
NPP with a head of approximately 300 feet.
The plant has 13 turbine generators with a total discharge capacity of
102,000 cfs.
The reservoir was built above ground and is surrounded by
a rock-filled dike with an impervious clay core (Figure 1.2.2-1). It has a circumference of 6.5 miles. The reservoir has a gross storage capacity of
74,250 acre-feet (24 billion gallons).
The usable storage capacity is 69,500 acre-feet, or 94% of the gross
storage capacity. The maximum water
surface elevation is 658 feet
In general, from Monday through Friday, the daily net drawdown in the reservoir is approximately 6 to 7 feet. The water level of the reservoir is usually at its lowest near the end of the week (Figure 1.2.2-3). During the weekend, the reservoir is typically refilled, bringing the reservoir water level back to its maximum elevation on Monday morning. Typically, in the summer and fall, the reservoir is drawn down to an elevation of approximately 625 feet by Friday (see Appendix A for detailed water level data). At this elevation, 15% of the gross storage capacity remains in the reservoir. The withdrawal and regeneration pattern from July 16 to 23, 2001, reflects the typical high replacement rate of water in the reservoir (Figure 1.2.2-3). The changes in the storage capacity based on the pattern in Figure 1.2.2-3 relative to the total storage capacity are as follows:
Elevation Percent
of Gross Storage
Day Time (USLSD 1935) Capacity Remaining
Monday 6:00h 658.0 100%
Monday 21:00h 636.4 44%
Tuesday 6:00h 648.9 76%
Tuesday 22:00h 630.1 28%
Wednesday 6:00h 643.3 62%
Wednesday 21:00h 623.7 12%
Thursday 6:00h 639.1 51%
Thursday 21:00h 622.8 10%
Friday 7:00h 639.3 51%
Friday 20:00h 628.3 23%
Saturday 7:00h 644.3 64%
Saturday 19:00h 639.8 53%
Sunday 7:00h 655.8 94%
Sunday 19:00h 644.6 65%
During the non-tourist season (i.e., November through March), drawdown of the Lewiston Reservoir to 625 feet is less common since water levels are higher because storage in the lowest part of the reservoir is held in reserve in case it is needed to compensate for reduced diversion caused by ice problems (URS et al. 2005a; see Appendix A for water level data for year 2002).
On average, the water surface elevation in the reservoir is approximately two thirds of the maximum elevation. Between years 1991 and 2002, the mean annual water elevation in the reservoir ranged from 641.3 to 646.4 feet USLSD; the minimum annual water elevation ranged from 620.2 to 626.9 feet; the maximum elevation ranged from 658.5 to 658.8 feet (Table 1.2.2-1).
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