HomeMy WebLinkAboutCornell University's Proposed Lake Source Cooling Project 1/7/19980
FINDINGS ON THE LAKE SOURCE COOLING PROJECT AS IT AFFECTS
EASEMENT TO BE GRANTED BY THE VILLAGE OF CAYUGA HEIGHTS
TO CORNELL UNIVERSITY OVER THE SEWER PLANT PREMISES
ON EAST SHORE DRIVE
As a result of the project being undertaken by Cornell, the Village is an involved agency in
the granting of an easement through its property to facilitate the project. The January 7, 1998
findings statement issued by the New York Department of Environmental Conservation on the project
as the lead agency was distributed to the members of the Village board at its regular monthly meeting
on February 16, 1998. Also distributed were reduced copies of the easement map prepared by
Cornell.
Having reviewed these documents, the Trustees then observed that the 42" closed loop
pipeline from the University Campus to the heat exchanger facility proposed to travel north from the
north line of the City of Ithaca along the lake shore, would transit the edge of the wastewater
treatment (hereinafter "sewer ") plant property. Specifically, the location of the line is to be at the
extreme rear of the property where it abuts the property of the State of New York for New York
State Route 13. At several points the line actually crosses into the Route 13 property. The
construction of the line will impact both of the sewer plant "infall" pipes coming from the sewer plant
servicing area.
The line itself is not dissimilar from some utility distribution lines which are sometimes
' classified as "Type II" actions under SEQRA. As to construction pursuant to plans, there will be a
temporary easement for construction covering 84,247 square feet of the sewer plant parcel
(approximately 2 acres). At the conclusion of the construction, the permanent easement will consist
of 28,180 square feet or approximately 2/3 of an acre at the extreme rear portion of the sewer plant
parcels in the Village and the Town which total just under G acres. The proposed action is consistent
with the existing zoning and other land use restrictions and the present land use in the vicinity of the
project (i.e. the sewer plant) is industrial. Necessary permits for the project are being obtained by
Cornell University.
Further, the Village will be receiving an additional parcel of land from Cornell at the north end
of the sewer plant property which will provide an additional buffer for the sewer plant to the
neighboring property owners. The construction by Cornell of the closed loop pipeline will require
and provide replacement of a portion of the sewer pipeline crossing the permanent easement area
which will benefit the Village, in addition to the conveyance of the additional parcel of land on the
north mentioned above. As a result of the project, some additional metering of the inflow to the
sewer plant will be possible, which will assist the quality of monitoring of the sewer plant inflow and
outflow for SPDES permit purposes.
Based on the findings above, the Village of Cayuga Heights resolves that:
1. That the DEC findings statement dated January 7, 1998, is adopted in its entirety as
a fair statement of the project as a whole.
2. That as an involved agency the Village determines that the environmental impact with
respect to the closed loop pipeline running through the edge of the sewer plant premises will have
insignificant impact, for the reasons previously outlined.
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n 3. That the Mayor is authorized to execute the easement agreement proposed by Cornell
attached to the original agreement with the University executed June 18, 1997 (which is incorporated
herein by reference) with the following provisos:
a. That the generally noted "permanent easement" for ingress and egress between
East Shore Drive and proposed Lake Source Cooling Pipeline (map notation: "tile
exact location to be determined in the field ") be made certain at this point and a
sketch attached to the easement document confirming the actual width and location
of the ingress and egress right.
b. That the easement to Cornell be delivered on the condition of the conveyance
to the Village of Cayuga Heights of the 8,199 square foot parcel at the north end of
the sewer plant property as an additional butler for the sewer plant.
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State Environmental Quality Review
FINDINGS STATEMENT
Project No.: 7 -5099- 00009/00001
January 7, 1998
Pursuant to Article 8 (State Environmental Quality Review Act - SEQRA) of the Environmental
Conservation Law and 6NYCRR Part 617, the New York State Department of Environmental
Conservation makes the following findings.
Name of Action: Cornell University's proposed Lake Source Cooling Project
Description of Action: Construct and operate a cooling system for the Cornell University
campus. The system will draw a maximum of 46 mgd per day (32,000 gpm) of cold water from
Cayuga Lake at a depth of approximately 250 feet through a 63 -inch intake pipeline extending
two miles from the shoreline heat exchange facility. The cold water will circulate through heat
exchangers where it will absorb heat from water in the 42 -inch closed -loop pipeline extending
2.4 miles from Comell's central cooling system to the heat exchange facility. The chilled water
will circulate back to the university through the closed -loop pipeline. The warmed lake water
will be returned to the lake through a 48 -inch diameti r 500 foot long outfall pipe that terminates
with a 75 foot long diffuser. The system is designed so that the Cayuga Lake water will never
mix with the campus chilled water ip the 42 -inch closed -loop pipeline.
Location: Heat exchanger building and pumping facilities will be located at 983 East Shore
Drive, Ithaca, New York on approximately 13 acres. The project is located in both the Town and
City of Ithaca, and the Village of Cayuga Heights, Tompkins County. The project will also be
located in Cayuga Lake as described in the "Description of Action" above.
Agency Jurisdiction: State Pollutant Discharge Elimination System (SPDES) (Major),
Protection of Water; 6NYCRR Subchapter D, and Parts 608, 621 and 617.
Date Final EIS Filed: December 3, 1997
Facts and Conclusions in the EIS Relied Upon to Support the Decision:
General
The record of the hearing, including the Draft (DEIS) and Final EIS (FEIS) provide an adequate
basis to make the findings required by SEQRA.
Discussion
The record also shows that the concerns related to Cayuga Lake can be divided into several main
categories: direct impacts to aquatic resources (organisms) from the operation of the project,
changes to the ecological balance of the lake from increased phosphorus loadings and warmer
water temperature from the return water, and impacts related from the excavation (dredging of
the bottom of Cayuga Lake during the construction phase of the project).
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The issue related to the entrainment of aquatic organisms generated a great deal of concern.
Typically, the Department requires that an intake be screened, to prevent aquatic organisms from
being drawn (entrained) into a facility and killed by mcch:mical and thermal stresses. Every
project is unique, however, and the individual characteristics of each project are taken into
consideration. The cold water intake will be approximately 250' below the surface elevation of
Cayuga Lake. The Department has accepted that the costs of maintaining a screened intake will
be high and that the actual maintenance of it may be difficult due to the depth at which it will be
located. Zebra mussels are expected to be a problem and provisions for maintaining the screen
and pipeline are practical realities that needed to be addressed. There are several species of
concern and the mitigation for them varies. A tiny shrimp -like organism, kfysis relicta, is known
to be sensitive to light and the project has incorporated a continually operated lighted device.
This lighted device has been demonstrated to be effective in discouraging Mysis relicta from its
vicinity. Since Mysis relicta avoid the light, impacts to them are not expected. During the
period June through November, the stratified period for the lake, there are expected to be few
fish present at the depth of the proposed intake. During the period December through May
( unstratified), there may be certain fish, most likely alewife and rainbow smelt. To discourage
fish from the vicinity of the intake, the intake has been designed to incorporate high frequency
sound (ultrasound). The use of ultrasound has been demonstrated to be effective in reducing
entrainment of alewife and other clupeids in both Lake Ontario and the New York Harbor at
power plants. Ultrasound will not, however, be effective in keeping lake trout and other fish
species from the intake if they are at that depth. The unstratified period is also the time when
Cornell's cooling demand will be lowest and consequently when the velocity at the intake will be
at its slowest, providing a higher probability that fish swimming near the intake will be able to
avoid entrainment. Lake trout and other fish species are not expected to be present at this depth.
While this is the expectation, the actual experience cannot be predicted with one hundred percent
accuracy. Accordingly, the project proposal and record provides that the SPDES permit to be
issued by the Department includes a monitoring component that will enable the Department the
ability to assess actual fish entrainment and mortality. If the result is different than expected, that
is that fish entrainment and mortality does surface as a problem, changes and/or additions can be
made. From the DEIS adequacy comments July 1, 1997 p. 59 "Cornell University acknowledges
that there are other species that may be negatively impacted. If biomonitoring indicates
unacceptable impacts to alewife, smelt, Mysis relicta, and/or other species using the proposed
mitigation measures, Cornell University will commit the funds necessary to modify the intake to
achieve the required system effectiveness. Cornell University will submit a plan that describes
proposed alternate mitigation methods for NYSDEC approval within six months of a
determination that additional measures are necessary".
In addition, two design elements will be incorporated into the structure that is constructed. First,
a "tee connection" will be incorporated into a shallow section of pipeline to allow for the use of
an alternate intake location during the unstratified (December through May) period, in the event
that monitoring reveals unacceptable levels of entrainment. This alternate intake would have a
fine screen design (2.0 mm openings) to prevent/minimize eritminment. Winter operation of a
shallow screened intake will allow for the withdrawal of sufficiently cold water without the
maintenance problems associated with the operation of a fine screened deep water intake.
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Secondly, the open intake at 250' below the lake surface will be constructed in such a manner
that it could accept a screen if it is determined that it is warranted. While it is not anticipated that
these measures will be necessary, they are available should unforseen circumstances arise.
The cold water drawn from the bottom of Cayuga Lake will be returned to the lake at higher
temperatures. The discharged water will be on average 10° - 15 °F warmer than its 41 °F
temperature when removed from —250 feet deep in the lake. This water will be discharged to the
southern lake basin where the ambient water temperature ranges between 32° in the winter to
greater than 75° in the summer. This warmer water will be returned to the lake via a diffuser
that will expedite the mixing of the returned water with the water in the area of the outfall.
Cormix modeling, which is the standard system used for the analysis, prediction, and design of
pollutant discharges (including heat), predicts that in most months, temperature of the water
around the discharge will return to within 1 degree F of ambient, within a distance of only 100
meters. Milliken Station, which has been in operation since 1955, discharges from 5 to 13 times
more heat into Cayuga Lake than will the LSC project. No adverse impacts from the Milliken
Station thermal discharge have been documented.
While the water returned to the lake will be the same water drawn from the lake bottom, the
characteristics of the water at each Ipcation can vary. This is true for both location and time of
year. The potential environmental impacts of the transfer of phosphorus to Cayuga Lake's upper
waters were examined closely. Phosphorus is the limiting nutrient for plant and algal growth in
Cayuga Lake. Lake Source Cooling, while not a new source of phosphorus to Cayuga Lake, will
transfer phosphorus from the lake's lower waters to the upper waters when the two water layers
are naturally separated (the stratified period, from June through November ). The additional
transfer of phosphorus to the upper waters has the potential to increase the growth of plants and
algae. This is a potential aesthetic impact in the region of the outfall. There are no public health
risks associated with phosphorus transfer of this small a magnitude.
The total increase in the phosphorus inputs to southern Cayuga Lake with implementation of
LSC varies monthly during the stratified period. Maximum transfer of phosphorus is projected
to occur in August and September, and could contribute an additional 6 percent to the existing
loading. The potential magnitude of additional algal growth associated with the incremental
loading was calculated to be very small. The Department looked at the alternative locations to the
proposed outfall and determined that they were not justified on the basis of cost and benefit. The
possibility of algae blooms is real. However, the duration of the period of time that they might
occur would be limited to the July, August and September period and would not be a significant
problem due to the small amount of phosphorus involved. The most significant impact of the
algae blooms would be expected to be aesthetics. On this basis alone, there was insufficient
justification to warrant requiring the extension of the outfall at a cost of over two million dollars.
Dredging the lake during construction will put suspended sediments into the lake. The
preventive measures proposed, a silt curtain and/or water dam will prevent sediments from
becoming a problem. The intake and outfall lines are proposed, such that after construction, the
depth of water overlying the intake and outfall pipelines at actual mean summer lake level will be
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a minimum of 9 feet. Excavated material that is removed from the lake will be disposed of at a
location that will be acceptable to the DEC.
During the construction phase of the project, there will be traffic detours and delays since the
proposed location of the pipeline will affect several road segments and intersections along East
Shore Drive, Lake Street, University Avenue and on the Cornell campus. These delays and
detours will be short-term and are not considered a significant long -term issue. A traffic plan has
been prepared in conjunction with other local agencies and as a result, these impacts are believed
to be minimized to the greatest extent possible.
There are other issues that have been raised including, concerns for bicycle and pedestrian traffic,
suspended sediments caused by the pigging operation and aesthetic consideration for the Heat
Exchanger building. The first two; bicycle and pedestrian issues are minor and ,short -term in
nature. And, since a portion of the roadway corridor is to be rebuilt, there is the opportunity for
the local government to incorporate bicycle considerations into the reconstruction plan. There
was no evidence to suggest that the proposed pigging operation, at the frequency anticipated,
would place enough sediments into the lake to cause any problems with on -shore drinking wells
or lake based drinking water intakes. And finally, while the aesthetics of the Heat Exchanger
building are of concern, it is anticipated that design changes can be made to make it more
aesthetically compatible.
The FEIS examined the merits and drawbacks of alternatives to the proposed Lake Source
Cooling (LSC) system as a means of cooling the Cornell University campus.
The "no action" alternative would entail Comell's continued use of its existing conventional
chiller equipment using CFC refrigerants. This option would require the stockpiling of CFC
refrigerants. Because of regulatory constraints on the availability of CFCs, however, the
continued operation of existing chillers with CFCs is not a viable long -term option.
The FEIS has considered using new chillers that utilize refrigerants with low or no ozone
depletion potential, including hydrochlorofluorocarbons (HCFCs) and hydrofluorocarbons
(HFCs). HCFCs are significantly less damaging to stratospheric ozone than CFCs, and HFCs
pose no threat to the ozone layer. Only one of Comell's seven existing chillers can economically
be converted to use an ozone - friendly refrigerant. Although the capital cost of replacing
conventional chillers is less than the capital cost of LSC, the chiller alternative would consume
approximately five times more electrical energy. At expected utility and construction and
renewal rates, the extra initial cost of LSC will be recovered over the long term, and LSC will
benefit the environment by reducing the combustion of fossil fuels used to produce electricity
equal to that used to heat approximately 2,000 homes. In addition, the design of LSC has been
modified through public comments to include significant Ithaca taxpayer benefits including
cooling of the high school and road, sidewalk, and utility improvements for the City and Town of
Ithaca.
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CERTIFICATION OF FINDINGS TO APPROVE
Having considered the DEIS and FEIS, and the Hearing Record, and having considered the
preceding written facts and conclusions relied upon to meet the requirements of 6NYCRR 617.9,
this Statement of Findings certifies that:
The requirements of 6NYCRR Part 617 have been met;
2. Consistent with the social, economic and other essential considerations from
among the reasonable alternatives thereto, the action approved is one which
minimizes or avoids adverse environmental effects to the maximum extent
practicable; including the effects disclosed in the environmental impact statement,
and
3. Consistent with social, economic and other essential considerations, to the
maximum extent practicable, adverse environmental effects revealed in the
environmental impact statement process will be minimized or avoided by
incorporating as conditions to the decision those mitigative measures which were
identified as practicable.
New York State Department of Environmental Conservation
Agency
Michael Barylski
Signature or Responsible Official Name or Responsible Official
Dewy Regional Permit Administrator...
Title
-. January 7. 1998
Date
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