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HomeMy WebLinkAboutContract--Plant to Plant Final VCHPage - 1 Plant to Plant Agreement Between City of Ithaca, Town of Ithaca, Town of Dryden And Village of Cayuga Heights This Agreement is made as of the 15th day of August, 2021, between the CITY OF ITHACA, Tompkins County, New York, TOWN OF ITHACA, Tompkins County, New York, and TOWN OF DRYDEN, Tompkins County, New York (hereafter collectively referred to as “IAWWTF Owners”), and VILLAGE OF CAYUGA HEIGHTS, Tompkins County, New York. WITNESSETH: WHEREAS, the Ithaca Area Wastewater Treatment Facility (IAWWTF), which is owned and operated by the IAWWTF Owners, treats municipal wastewater originating from the City and Town of Ithaca, as well as portions of the Town of Dryden, pursuant to a Joint Sewer Agreement dated December 31, 2003, as it may be amended; and WHEREAS, the Village of Cayuga Heights Wastewater Treatment Plant (VCHWWTP), which is owned and operated by the Village of Cayuga Heights, treats municipal wastewater from the Village of Cayuga Heights as well as portions of the Towns of Ithaca, Dryden, Lansing, and the Village of Lansing under the terms of individual agreements with the Village of Cayuga Heights and their respective sewer use laws and ordinances; and WHEREAS, the parties believe that it is in their best interests to make full use of existing community assets before building new or expanding existing facilities, provided any proposed agreement makes allowance for future demands within those municipalities during the agreement period, and that the costs are distributed in accordance with the benefits received, including avoided costs; and WHEREAS, because their mission is to serve the aforementioned municipalities, there is a history of cooperation between the owners of the two wastewater treatment plants focused on protecting the environment by cooperating in the treatment of sewage; and WHEREAS, the parties’ Intermunicipal Wastewater Agreement dated December 31, 2003, endorses the concept of the Village of Cayuga Heights’ utilization of excess IAWWTF capacity to leverage the efficient treatment of waste without causing an environmental emergency and/or to comply with DEC point discharge regulations; and WHEREAS, the overarching history of past agreements and purpose of this agreement is to foster a cooperative framework among the owners of their respective wastewater treatment plants and those who are served. Page - 2 NOW, THEREFORE, in consideration of the promises and the mutual covenants and agreements herein contained, the parties agree as follows: Section 1 –Historical Overview, Agreement Basis, and Assumptions 1.1 Exhibit A contains an Historical Overview, Basis for Diversions, and Engineering Assumptions, all of which provide historical background information and assumptions for VCHWWTP’s flow diversions to the IAWWTF prior to August 15, 2021 and provide some information about the basis for VCHWWTP’s flow diversions made on and after August 15, 2021. Updated background information and assumptions on which this Agreement is based are in the Exhibit B memo titled “Flow Diversion Pricing Methodology” dated August 2, 2021, and updated January 11, 2023. Should these assumptions prove to be wrong, the parties shall amend this Agreement so the IAWWTF Owners are fairly compensated for their actual costs. Section 2 –Implementation of and Payment for Flow Transfers 2.1 The parties agree that on and after August 15, 2021, the Village of Cayuga Heights is permitted to make short-term flow diversions to the IAWWTF on both emergency and nonemergency bases through the Kline Road bypass (shown in Exhibit C) from the properties within the portion of the Village of Cayuga Heights shown on Exhibit D. The Village of Cayuga Heights shall operate the bypass to (a) divert to the IAWWTF flows from the Village of Cayuga Heights’ Kline Road interceptor that exceed the capacity of the Sunset Road sewer pipe to take flows to the VCHWWTP, as well as b) temporarily fully divert to the IAWWTF flows from the Village of Cayuga Heights’ Kline Road interceptor. When possible, the Village of Cayuga Heights shall provide twenty-four (24) hour advance telephone and email notification to the IAWWTF’s Chief Operator prior to any flow diversions. The Village of Cayuga Heights shall follow up with written notice as provided in Section 6.1 of this Agreement. The bypass may not divert flows from any properties not shown on Exhibit D without an amendment to this agreement or a new agreement with the IAWWTF Owners that includes as parties all municipalities contributing to the diverted flows (the Village of Cayuga Heights and, as relevant, the Village of Lansing and/or the Town of Lansing). Notwithstanding the foregoing, if the IAWWTF notifies the Village of Cayuga Heights that diverted flows would result in the IAWWTF violating its SPDES permit, then during the period of time stated in the notice, the Village of Cayuga Heights will not divert flows above the volume or flow rate stated in the notice. The IAWWTF may close the bypass if the Village of Cayuga Heights fails to comply with the notice. The Village of Cayuga Heights hereby grants the IAWWTF and its representatives a non-exclusive license to enter the inlet valve vault on Kline Road for this purpose. 2.2 Pursuant to the terms of the IAWWTF Owners’ Joint Sewer Agreement, flows to the IAWWTF originating from the Village of Cayuga Heights, which lies wholly within the Town of Ithaca, are deemed to be Town of Ithaca flows. The Town of Ithaca’s own flows to the IAWWTF, plus the diverted flows via the Kline Road bypass, may not exceed the Town of Ithaca’s owned capacity in the IAWWTF. Page - 3 2.3 The Village of Cayuga Heights will pay the IAWWTF for three sets of charges: for IAWWTF treatment of diverted flows, for IAWWTF carrying (capacity) costs, and for conveyance of the diverted flows to the IAWWTF. In addition, the Village of Cayuga Heights shall pay fees to the IAWWTF when the Kline Road flow monitoring station is inoperable or provides inaccurate readings over a continuous period of more than three (3) hours. The methodologies to calculate these charges and fees, along with frequency of billing and payment due dates, are set forth in Section 4 and Exhibit B. 2.4 The parties are concurrently entering into a new multijurisdictional pretreatment agreement. If in the future it is contemplated that flows in the Village of Cayuga Heights sewer system from (a) the Village of Lansing, (b) the Town of Lansing, and/or (c) properties in the Village of Cayuga Heights not shown on Exhibit D be diverted to the IAWWTF, the Village of Lansing and Town of Lansing must enter into multijurisdictional pretreatment agreements with the IAWWTF Owners and the Village of Cayuga Heights before flows from their respective jurisdictions can be diverted to the IAWWTF, and the Village of Cayuga Heights and the IAWWTF Owners must amend their multijurisdictional pretreatment agreement to apply to all Village of Cayuga Heights flows that can be diverted to the IAWWTF. Section 3 – Treatment 3.1 The IAWWTF will properly treat and dispose of all transferred flows. The transferred flows must comply with the requirements of the sewer use laws and ordinances of the municipalities in which they originate and, if more stringent, the pretreatment laws adopted by the IAWWTF Owners. This is to ensure that the flows do not cause pass through violations, interference with plant operations, sludge contamination, a threat to IAWWTF worker safety or nuisance odors. Verification testing required by permits or as needed by plant operations will be a cost of this Agreement. If such testing is performed by the IAWWTF on flows diverted from the Kline Road bypass, the costs will be billed to the Village of Cayuga Heights at cost and paid within forty-five (45) days of receipt of the bill or paid on such other terms as may be mutually agreed upon 3.2 The IAWWTF Owners’ uniform pretreatment laws are attached as Exhibit E. A copy of the IAWWTF operating permit issued by NYSDEC is available upon request to the IAWWTF Chief Operator. Section 4 – Monitoring Station and Measurement of Flows 4.1 Transferred flows shall be routed through the existing sewage flow monitoring station that the Village of Cayuga Heights paid for and installed at the Kline Road bypass. The Village of Cayuga Heights shall pay for and perform, or cause to be performed, installation of a battery backup system, monitoring station readings, inspections, maintenance, repairs, and replacements of equivalent or better equipment for the Kline Road bypass monitoring station. The Village of Cayuga Heights shall provide Page - 4 to the IAWWTF on a monthly basis data from its consultant (LECTRE) specifying the quantities of diverted flows broken down by date at 5-minute intervals on a midnight-to- midnight basis. Such information may be transmitted by email or other means agreed on by the parties. In addition, the IAWWTF shall have live and continuous access to the LECTRE dashboard data from the Kline Road monitoring station and from the sewage flow monitoring stations immediately upstream and downstream of the Kline Road monitoring station. The Village of Cayuga Heights shall permit LECTRE to provide the IAWWTF with such dashboard data access. 4.2 The Village of Cayuga Heights shall inspect the Kline Road flow monitoring station after every rain event to determine if it is functioning properly. This will be accomplished remotely via the LECTRE dashboard unless it is unavailable or unless there is indication that an in-person inspection is warranted. 4.3 Whenever the Village of Cayuga Heights determines or learns from the IAWWTF that the Kline Road monitoring station is inoperable or providing inaccurate readings, the Village of Cayuga Heights shall, as soon as practicable, (a) provide telephone and email notice to the IAWWTF, and (b) repair or replace the monitoring station so that it functions properly. The IAWWTF will notify the VCHWWTP as soon as practicable whenever the IAWWTF determines or suspects that the monitoring station is inoperable or providing inaccurate readings. In an emergency situation when the IAWWTF cannot contact VCHWWTP personnel, the Village of Cayuga Heights hereby grants the IAWWTF and its representatives a non-exclusive license to enter the monitoring station vault on Kline Road for purposes of flow monitoring station access and inspections. 4.4 The IAWWTF will use LECTRE dashboard data to determine diverted flow volumes for the purpose of calculating charges to the Village of Cayuga Heights, except as follows. (a) When the Kline Road flow monitoring station is inoperable or provides inaccurate readings over a continuous period of three (3) hours or less (the “Outage Period”), the substitute reading for each missing reading shall be the average of the last reading prior to the Outage Period and the first reading after the Outage Period. (b) When the Kline Road flow monitoring station is inoperable or provides inaccurate readings over a continuous period of more than three (3) hours (a "Gap"), as reported to the parties by their consultant LECTRE, Inc. on a quarterly basis, or as shown by LECTRE dashboard data, the quarterly invoice from IAWWTF to the Village of Cayuga Heights will contain a charge for such Gaps that is derived from an analysis of the weather data obtained from the Game Farm Road readings at http://www.nrcc.cornell.edu/wxstation/ithaca/ithaca.html (or similar website) during the times of the Gaps. If the weather data shows that during the 24 hour period before a Gap starts, or at any time during a Gap, there is a) any precipitation, or b) regardless of precipitation the temperature measures at 33 degrees Fahrenheit or above if the Gap occurs during the months of January, February, March, November or December, then a flow through the Kline Road bypass will be assumed that equals the average gallons per Page - 5 minute that have flowed through the Kline Road bypass during the quarterly period for which the invoice is prepared. That average gallons per minute shall be multiplied by the number of minutes in the Gap, and then multiplied by the Treatment Rate used for that quarterly invoice to compute the extra charge on such invoice for the Gaps identified as described above. Section 5 – Agreement Modification 5.1 This Agreement constitutes the entire Agreement of the parties. It may be amended only by the written consent of all of the parties, with each party executing and acknowledging the document containing the amendment through its duly authorized representative. Section 6 – Notification 6.1 Where notification is required by the terms of this Agreement, it shall be delivered by hand, overnight courier, or mail, during business hours, to the following addresses. Notices are deemed effective upon receipt. For notice to the IAWWTF Owners: Chair, Special Joint Committee Ithaca Area Wastewater Treatment Plant 535 Third St. Ithaca, NY 14850 With copies to: Assistant Superintendent of Public Works City of Ithaca Water & Sewer Division 510 First St. Ithaca, NY 14850 Town Engineer Town of Ithaca 215 N. Tioga St. Ithaca, NY 14850 Town Engineer Town of Dryden 65 E. Main St. Dryden, NY 13053 For notice to the Village of Cayuga Heights: Page - 6 Village Engineer Village of Cayuga Heights 836 Hanshaw Rd. Ithaca, NY 14850 Section 7 – Length of Agreement 7.1 Unless terminated earlier pursuant to this Agreement, this Agreement shall continue in force until December 31, 2025. This Agreement shall automatically terminate if one or both of the following agreements terminate and are not substituted by new agreement(s): the Intermunicipal Wastewater Agreement dated December 31, 2003, or the 2023 Multijurisdictional Pretreatment Agreement between the Village of Cayuga Heights and the IAWWTF Owners. Upon the expiration of the original term, this Agreement may be renewed for additional terms of at least five (5) years each upon the written consent of all the parties. The parties shall review the Exhibit B memo titled “Flow Diversion Pricing Methodology” every five (5) years that this Agreement is in effect to verify the assumptions and projections on which this Agreement is based. The parties agree to use their best efforts to renegotiate the terms of this Agreement if actual experience varies significantly from the assumptions and projections in the Basis for Agreement. Section 8 – Termination and Bypass Closure 8.1 The IAWWTF Owners or the Village of Cayuga Heights may terminate this Agreement with adequate prior notice. Notice from the IAWWTF Owners to the Village of Cayuga Heights must be provided four (4) years in advance to provide the Village of Cayuga Heights time to respond, design, and build alternate facilities. Notice from the Village of Cayuga Heights to the IAWWTF Owners must be provided one (1) year in advance. These periods are based on the assumption that no capital investments are needed at the IAWWTF to meet the terms of this Agreement. Other periods of notice will be acceptable if agreed to by all parties or as may be agreed to should a capital improvement be necessary or desirable. 8.2 However, nothing in this Agreement is intended to result in the IAWWTF violating the terms of its operating permit with NYSDEC. The IAWWTF Owners may withdraw, in whole or in part, from the terms of this Agreement if withdrawal is necessary to comply with the IAWWTF’s SPDES permit. 8.3 The IAWWTF Owners may send a notice to the Village of Cayuga Heights if the Village is not in compliance with any provision of this Agreement or the Multijurisdictional Pretreatment Agreement among the parties of even date. If the Village of Cayuga Heights fails to come into compliance within forty-five (45) days of the notice, the IAWWTF Owners may enter and close the Kline Road bypass or terminate this Agreement upon an additional forty-five (45) days’ notice. Section 9 -- Dispute Resolution Page - 7 9.1 Disputes should initially be referred to the individuals responsible for the plant operations, which will be the Chief Operators of both plants and their immediate supervisors. If resolution cannot be reached by these four individuals, the matter shall be referred in writing to the two boards responsible for plant operations, currently the Village Trustees for VCHWWTP and the Special Joint Committee for the IAWWTF. Ultimately, the parties may seek whatever recourse is available under the law, but no sooner than ninety (90) days after the matter has been referred to the respective boards in writing. Section 10 – General Items 10.1 Liability Requirements. For purposes of this paragraph, the IAWWTF Owners shall constitute one party, and the Village of Cayuga Heights shall constitute the other party. To the extent permitted by law, each party agrees to fully defend, indemnify and hold harmless the other party and its elected officials, public officers, employees, and agents (the “Indemnitees”) from and against all claims, actions, suits, demands, damages, liabilities, obligations, losses, settlements, judgments, costs and expenses (including without limitation reasonable attorney’s fees and costs), whether or not involving a third party claim, which any or all of them may incur, resulting from bodily injuries (or death) to any person, damage (including loss of use) to any property, other damages, or contamination of or adverse effects on the environment, caused by, resulting from or arising out of the acts or omissions of the indemnifying party, or of the indemnifying party’s elected officials, public officers, employees, and agents, in connection with this Agreement. This responsibility shall not be limited by reason of any insurance coverage the indemnifying party may provide. To the extent the Indemnitees are negligent, a party’s duty to indemnify the Indemnitees shall not extend to the proportion of loss attributable to the Indemnitees’ negligence. Negligence shall include, in addition to negligence founded upon tort, negligence based upon the party’s failure to meet applicable professional standards. Nothing in this section or in this Agreement shall create or give to third parties any claim or right of action against the parties beyond such as may legally exist irrespective of this section or this Agreement. 10.2 Governing Law: This Agreement shall be governed under the laws of the State of New York, without regard to, or the application of, New York State’s choice of law provisions. The parties further agree that the Supreme Court of the State of New York held in and for the County of Tompkins shall be the forum to resolve disputes arising out of either this Agreement or work performed according thereto. The parties waive all other venue or forum selections. The parties may agree between themselves on alternative forums. 10.3 Non-assignment Clause: No party may assign or transfer its rights and interests in this Agreement to another entity without the prior written consent of all of the other parties. Notwithstanding the foregoing, if one or more parties dissolve into, merge with, or wholly annex another party or parties, the party remaining after the dissolution, merger or annexation, or the new merged municipality, as the case may be, shall retain all of the Page - 8 rights and interests in this Agreement that were held by the involved parties immediately prior to the dissolution, merger or annexation. 10.4 Each party represents and warrants that (a) this Agreement has been presented to its governing body; (b) its governing body has approved this Agreement by a majority vote of the full possible voting strength of that governing body; and (c) if required, all steps by way of public hearings and/or referendum or otherwise have been taken by the time of execution of this Agreement. Resolutions of each governing body approving this Agreement are attached to this Agreement as Exhibit F. In Witness hereto, the parties have caused this Agreement to be executed by their duly authorized officers, effective on the day and year aforementioned. [SIGNATURE PAGES FOLLOW] Page - 9 CITY OF ITHACA Dated: _______________________ By: _____________________________ Laura Lewis, Mayor City of Ithaca STATE OF NEW YORK ) : ss. COUNTY OF TOMPKINS ) On the ___ day of __________, 2023, before me, the undersigned, a Notary Public in and for said State, personally appeared Laura Lewis, personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he/she executed the same, and that by his/her signature on the instrument, the individual or the person(s) upon behalf of which the individual acted, executed the instrument. ______________________________ Notary Public Page - 10 TOWN OF ITHACA Dated: _______________________ By: _____________________________ Rod Howe, Supervisor Town of Ithaca STATE OF NEW YORK ) : ss. COUNTY OF TOMPKINS ) On the ___ day of __________, 2023, before me, the undersigned, a Notary Public in and for said State, personally appeared Rod Howe, personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he/she executed the same, and that by his/her signature on the instrument, the individual or the person(s) upon behalf of which the individual acted, executed the instrument. ______________________________ Notary Public Page - 11 TOWN OF DRYDEN Dated: _______________________ By: _____________________________ Jason Leifer, Supervisor Town of Dryden Dated: _______________________ By: _____________________________ Daniel Lamb, Councilperson Town of Dryden Dated: _______________________ By: _____________________________ Loren Sparling, Councilperson Town of Dryden Dated: _______________________ By: _____________________________ ______, Councilperson Town of Dryden Dated: _______________________ By: _____________________________ Leonardo Vargas-Mendez, Jr., Councilperson Town of Dryden STATE OF NEW YORK ) : ss. COUNTY OF TOMPKINS ) On the ___ day of __________, 2023, before me, the undersigned, a Notary Public in and for said State, personally appeared Jason Leifer, personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he/she executed the Page - 12 same, and that by his/her signature on the instrument, the individual or the person(s) upon behalf of which the individual acted, executed the instrument. ______________________________ Notary Public STATE OF NEW YORK ) : ss. COUNTY OF TOMPKINS ) On the ___ day of __________, 2023, before me, the undersigned, a Notary Public in and for said State, personally appeared Daniel Lamb, personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he/she executed the same, and that by his/her signature on the instrument, the individual or the person(s) upon behalf of which the individual acted, executed the instrument. ______________________________ Notary Public STATE OF NEW YORK ) : ss. COUNTY OF TOMPKINS ) On the ___ day of __________, 2023, before me, the undersigned, a Notary Public in and for said State, personally appeared Loren Sparling, personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he/she executed the same, and that by his/her signature on the instrument, the individual or the person(s) upon behalf of which the individual acted, executed the instrument. ______________________________ Notary Public Page - 13 STATE OF NEW YORK ) : ss. COUNTY OF TOMPKINS ) On the ___ day of __________, 2023, before me, the undersigned, a Notary Public in and for said State, personally appeared __________, personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he/she executed the same, and that by his/her signature on the instrument, the individual or the person(s) upon behalf of which the individual acted, executed the instrument. ______________________________ Notary Public STATE OF NEW YORK ) : ss. COUNTY OF TOMPKINS ) On the ___ day of __________, 2023, before me, the undersigned, a Notary Public in and for said State, personally appeared Leonardo Vargas-Mendez, Jr., personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he/she executed the same, and that by his/her signature on the instrument, the individual or the person(s) upon behalf of which the individual acted, executed the instrument. ______________________________ Notary Public Page - 14 VILLAGE OF CAYUGA HEIGHTS Dated: _______________________ By: _____________________________ Linda Woodard, Mayor Village of Cayuga Heights STATE OF NEW YORK ) : ss. COUNTY OF TOMPKINS ) On the ___ day of __________, 2023, before me, the undersigned, a Notary Public in and for said State, personally appeared Linda Woodard, personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he/she executed the same, and that by his/her signature on the instrument, the individual or the person(s) upon behalf of which the individual acted, executed the instrument. ______________________________ Notary Public Page - 15 EXHIBIT A HISTORICAL OVERVIEW, BASIS FOR DIVERSIONS & ENGINEERING ASSUMPTIONS Overview and Method The Village of Cayuga Heights was originally served by a downtown plant, so much of the Village, as well as portions of the northeast quadrant of the Town of Ithaca, can use gravity and topography to redirect wastewater flows to the current downtown (IAWWTF) plant. Demand exists now for new sewer service in areas of the Village and Town of Lansing, and the Town of Dryden, close to the Village of Cayuga Heights and the Ithaca-Tompkins Regional Airport. When this issue was studied in the early 2000s, additional demand also existed in northern portions of the Town of Lansing such as the Lansing School District complex and homes in the Ladoga Park area, whose individually owned facilities were considered for replacement with connections to municipal treatment facilities. The water quality in Cayuga Lake can be improved by connecting individual properties whose on-site treatment systems are built in areas of high water table or shallow bed rock. In 2005, the VCHWWTP diverted existing wastewater flows from the VCHWWTP to the IAWWTF via the Kline Road bypass to free up capacity in the VCHWWTP. Flows diverted from areas south of the Village’s plant can reach the downtown plant by gravity. The parties intended that this load sharing approach make use of existing treatment capacity at the IAWWTF, relieve existing excess demand at the VCHWWTP, and allow adequate flexibility to meet projected demands over the next twenty (20) years while adjusting for real demands as they develop. While during this time frame most, if not all, of the municipalities approved a written plant to plant agreement for this permanent flow diversion, apparently it was never signed. In 2021, the VCHWWTP determined that the VCHWWTP had the capacity to treat wastewater flows within the Kline Road catchment area of up to 500,000 gallons per day under normal operating conditions. The Village of Cayuga Heights proposed to stop the continuous diversions of flows to the IAWWTF that had been in place since the Kline Road bypass became operational. In order to operate within its treatment capacity, the Village of Cayuga Heights requested to divert wastewater flow rates exceeding 500,000 gallons per day to the IAWWTF based on the terms and conditions agreed to by the parties and to divert flows to the IAWWTF as necessary to remain within their treatment capacity. In 2022, the VCHWWTP determined it was preferable to fully open the Kline Intercept to receive all flows to the VCHWWTP and allow flows that exceed the capacity of the Sunset Road sewer pipe to be diverted to IAWWTF via the Kline Road Intercept. Village of Cayuga Heights has requested the ability to temporarily fully divert all wastewater flows from the Village of Cayuga Heights Kline Road Intercept based on the Page - 16 terms and conditions agreed to by the parties and to divert flows to the IAWWTF as necessary to remain within their treatment capacity Basis for Diversions In the early 2000s, to explore the feasibility of continuous diversions of flows from the Village of Cayuga Heights to the IAWWTF, a series of meetings were held between engineers representing the six communities being served by the two plants. The then-current operation of the two plants, then-current flow contributions by the six communities, and estimates for changes in flows were reviewed. Since then-current and anticipated future flows were still within the existing combined treatment capacity, a more detailed review was made of sub-area flows and topography to consider the feasibility of the proposed solution. The initial implementation appeared simple and the benefits to the VCHWWTP would be immediate. As described above, in 2021 the Village of Cayuga Heights determined that the VCHWWTP had the capacity to treat all flows under normal operating conditions that otherwise would have gone through the Kline Road bypass, except flows exceeding 500,000 gallons/day. The Village of Cayuga Heights modified the bypass infrastructure to limit flows through the bypass in this way, effective August 15, 2021. The bypass infrastructure may also be (and has been) operated to temporarily fully divert to the IAWWTF flows from the Village of Cayuga Heights’ Kline Road interceptor. Exhibit B provides further details about flows through the bypass. Engineering Assumptions The municipalities looked at plant treatment capacity limitations and collection system wastewater flows in terms of volume and time, i.e. gallons per minute (gpm) or million gallons per day (MGD). The age of major portions of the collection system, the makeup of local municipal wastewater (due to the largely residential, professional, and high technology makeup of the communities), and the configuration of both plants made this approach to capacity reasonable. Peaking factors (peak flow/average flow) appeared to be comparable for the plants and the portions of the collection systems for which data was available. Should other wastewater properties that limit a plant’s permitted capacity come into play, e.g. biological treatment, chemical treatment, or solids handling, the parties agree to use their best efforts to amend this Agreement. The preliminary review of plant operations at the IAWWTF did not uncover any disproportionate impacts or costs that would be triggered by receiving the diverted flows. No ratchet effect or sudden increase was anticipated in chemical, electrical, or staffing demands at the plant. This was due to the relative size of the two plants (13.1 MGD and 2.0 MGD) and the actual size of the anticipated flow transfers. Should these items develop at a later date, the parties agree to amend this Agreement. Page - 17 EXHIBIT B FLOW DIVERSION PRICING METHODOLOGY Date: 02 August 2021, updated 11 January 2023, with assumptions based on data collected in NetDMRs and the 2021 and 2022 IAWWTF Budget. The Parties agree to enable the Village of Cayuga Heights Wastewater Treatment Plant (VCH plant) to temporarily divert flows to the Ithaca Area Wastewater Treatment Facility (IAWWTF) by installing a weir at the Kline Road intercept whereby either a) flow rates that exceed the capacity of the Sunset Road sewer pipe to take flows to the VCHWWTF are directed to the IAWWTF for wastewater treatment (peak flow shaving), or b) flows are fully diverted to IAWWTF for brief periods of time (full diversion). Prior to the installation of the weir, all flows from the catchment area were treated by the IAWWTF. The IAWWTF will see a higher cost per customer from losing the customer base of the portion of the Village of Cayuga Heights which had previously been included in Town of Ithaca flows. The VCH plant will see a larger customer base and higher annual flow as a result of reclaiming these customers and modifying the Kline Road intercept. The flows from the portion of the Village of Cayuga Heights served by the Kline Road bypass as shown on Exhibit D will be diverted to IAWWTF during periods of peak flow shaving or full diversion as described above, and the IAWWTF will need to maintain capacity to handle these Kline Road diverted flows. The additional annual cost will be charged to the VCH plant to fund IAWWTF’s maintenance of Kline Road diverted flow capacity, in addition to premium treatment rates charged to VCHWWTP to treat flows monitored and received during flow events, which will serve as an incentive to reduce infiltration and inflow in the portion of the Village of Cayuga Heights served by the Kline Road bypass.1 The Parties recognize that pricing should incorporate allocating costs in accordance with benefits received, as well as costs avoided by VCH by not having to increase the capacity of its plant. The parties also recognize the mutual benefits of cooperation among the only two (2) wastewater treatment facilities at the southern end of Cayuga Lake which according to the U.S. EPA is currently a threatened body of water. The Village of Cayuga Heights will pay three sets of charges: for IAWWTF treatment of diverted flows, for IAWWTF carrying (capacity) costs, and for conveyance of the diverted flows to the IAWWTF. The Village of Cayuga Heights will also pay fees, as 1 Item 8 of the 2003 Intermunicipal Wastewater Agreement states: “Each Treatment Facility will set its own O&M rate for each of the Parties it serves. The O&M rates shall include an economic incentive to reduce inflow and infiltration. The Treatment Facilities will adjust the O&M rates periodically to account for collection system improvements made by one or more Parties that reduce infiltration and inflow.” Page - 18 provided in Section 4.4(b), when the Kline Road flow monitoring station is inoperable or provides inaccurate readings over a continuous period of more than three (3) hours. See Section 4 of the Agreement for diverted flow measurement provisions, including Section 4.4 (methodologies to calculate diverted flow volumes when the flow monitoring station is inoperable or providing inaccurate readings). Charges for IAWWTF treatment of diverted flows Treatment costs = diverted flow volume x Premium Treatment Rate Treatment costs for 2021 and 2022 are due within forty five (45) days of the Village of Cayuga Heights’ receipt of an invoice for same after full execution of this Agreement. The invoice shall outline all charges and associated gallons treated. All other treatment costs will be billed on a quarterly basis and are due within forty five (45) days of invoice receipt. The Premium Treatment Rate for each calendar year is calculated by dividing the then- current year IAWWTF budget by the rolling five (5) year average of gallons of wastewater treated (based on actual data collected the previous five years from July to June). The resulting quotient is then multiplied by 1,000 to determine the cost to treat 1,000 gallons of wastewater. The resulting product is then multiplied by three (3). That product is the Premium Treatment Rate. ( 𝑎𝑙𝑙𝑟𝑎𝑙 𝑎𝑟𝑎𝑎𝑎𝑟 5 𝑟𝑎𝑎𝑟 𝑎𝑟𝑎 𝑙𝑎 𝑟𝑎𝑟𝑟𝑎𝑟𝑎𝑟𝑎𝑟 𝑟𝑟𝑎𝑎𝑟𝑎𝑎 (𝑎𝑎𝑙)𝑟 1,000 )𝑟 3 =𝑃𝑟𝑎𝑙𝑖𝑟𝑙 𝑇𝑟𝑎𝑎𝑟𝑙𝑎𝑙𝑟 𝑅𝑎𝑟𝑎 Charges for IAWWTF Carrying Costs IAWWTF Carrying Costs for each calendar year are calculated by determining the percentage of IAWWTF capacity that had to be reserved for diverted flows (divide the highest flow diverted over a rolling 24 hour period by 13.1 MGD, which is the IAWWTF’s design capacity). Multiply that percentage by the then-current IAWWTF calendar year budget. Multiply that product by 5% (the 5% is an assumed carrying cost/year for the IAWWTF Owners). ((𝑖ℎ𝑑�𝑑𝑟𝑟 𝑑�ℎ𝑣𝑑𝑟𝑟𝑑𝑑 𝑑𝑙𝑜𝑣 (𝑑𝑎𝑙) 13,100,000 )𝑟 𝑎𝑙𝑙𝑟𝑎𝑙 𝑎𝑟𝑎𝑎𝑎𝑟) 𝑟 .05 =𝑎𝑙𝑙𝑟𝑎𝑙 𝑎𝑎𝑟𝑟𝑟𝑖𝑙𝑎 𝑎𝑙𝑟𝑟 Carrying Costs for 2021 and 2022 are due within forty five (45) days of the Village of Cayuga Heights’ receipt of an invoice for same after full execution of this Agreement. All other Carrying Costs will be billed on an annual basis and are due within forty five (45) days of invoice receipt. Annual Fee charge for conveyance (transmission) of diverted flows to the IAWWTF Page - 19 The parties have agreed that the Annual Fee covering conveyance (aka transmission) of Village of Cayuga Heights wastewater to the IAWWTF is fixed at Ten Thousand Five Hundred Dollars and No Cents ($10,550.00) per calendar year. This amount will be billed on an annual basis and is due within forty five (45) days of invoice receipt. The 2021 and 2022 Annual Fees are due within forty five (45) days of the Village of Cayuga Heights’ receipt of an invoice for same after full execution of this Agreement. Fees for Inoperable/Inaccurately Recording Flow Meter When the Kline Road flow monitoring station is inoperable or provides inaccurate readings over a continuous period of three (3) hours or less, the diverted flow for that period shall be calculated, recorded and charged as set forth in Section 4.4(a). When the Kline Road flow monitoring station is inoperable or provides inaccurate readings over a continuous period of more than three (3) hours and flow diversions occur (or are reasonably expected to be occurring during periods when the Kline Road bypass is open), the diverted flow for that period shall be calculated, recorded and charged as set forth in Section 4.4(b). Exhibit B 1. Wastewater Treated (Annual - Based on 5 yr ave)* 2,262,144,200 gallons = 6.198 MGD 2. 2021 Budget 3,225,999$ 3. Cost to treat 1,000 gallons 1.4261$ = (budget/wastewater treated) times 1,000 4. Treatment Rate charged to VCH 4.2782$ = cost to treat 1,000 gallons times 3 * amounts based on NetDMRs July-June Kline Flows 8/15/2021-12/31/2021 2,805,984 Treatment charges 12,004.67$ 5. Reserve Capacity **830,153.1700 gallons = 0.8302 MGD 6. % of plant capacity needed in reserve to serve VCH 6.3370% = reserve capacity/13.1 MGD plant capacity 7. 2021 Budget 3,225,999$ 8. 2021 Budget x % of reserve capacity needed 204,433.08$ = budget x % of plant capacity needed in reserve 9. Plant Financing Costs 5.00% 10. Annual Carrying Costs 10,221.65$ = cost to maintain reserve capacity to treat VCH flows 11 Carrying Cost per day 28.00$ 12 Pro-rated Carrying Costs for 139 days 3,892.63$ 13 Annual Fee ***10,550.000$ = 28.9041$ per day 14 Pro-rated Annual Fee for 139 days 4,017.67$ ***Annual Fee agreed upon by the parties total gallons of sewage received*2,146,623,000 2015-2016 2,247,852,000 2016-2017 2,217,890,000 2017-2018 2,467,820,000 2018-2019 2,230,536,000 2019-2020 2021 5-year average of gallons of sewage received =2,262,144,200 For the initial partial year consisting of 139 days from August 15, 2021 to December 31, 2021, the 2021 Annual Fee for conveyance costs is prorated to Four Thousand Seventeen Dollars and Sixty-Seven Cents ($4,017.67). Calculation Worksheet for 2021 Treatment Rate Calculation Worksheet for 2021 Carrying Costs ** 2021 reserve capacity based on 2021 peak flow event, occurring on Oct 26, 2021 delivered over a 24-hour period beginning 6:25am. Each year reserve capacity to be based on the peak flow event of that calendar year. The initial partial year consisted of 139 days from August 15, to December 31, 2021. The maximum peak flow diversion to IAWWTF during this initial partial year was 830,153.17 gallons. This was 6.3370% of capacity that had to be reserved (830,153.17 / 13,100,000 = 6.3370%). In 2021, the IAWWTF Budget was $3,225,999.00, and 6.3370% of that was $204,433.08. Multiply this by the IAWWTF Owners’ assumed carrying cost of 5% per year, which results in $10,221.65 or $28.00/day. This yields a prorated Carrying Cost for 2021 of Three Thousand Eight Hundred Ninety-Two Dollars and Sixty-Three Cents ($3,892.63). Annual Fee Page - 20 Exhibit B 1. Wastewater Treated (Annual - Based on 5 yr ave)* 2,228,320,400 gallons = 6.10 MGD 2. 2022 Budget 3,251,769$ 3. Cost to treat 1,000 gallons 1.459$ = (budget/5 yr ave wastewater treated) times 1,000 4. Treatment Rate charged to VCH 4.378$ = cost to treat 1,000 gallons times 3 * amounts based on NetDMRs Kline Flows 1/1/2022 - 12/31/2022 10,683,233 Treatment charges 46,769.85$ 5. Reserve Capacity **512,918.2400 gallons = 0.5129 MGD 6. % of plant capacity needed in reserve to serve VCH 3.9154% = reserve capacity/13.1 MGD plant capacity 7. 2022 Budget 3,251,769$ 8. 2022 Budget x % of reserve capacity needed 127,319.97$ = budget * % of plant capacity needed in reserve 9. Plant Financing Costs 5.00% 10. Annual Carrying Costs 6,366.00$ = cost to maintain reserve capacity to treat VCH flows 11 Annual Fee ***10,550.000$ ***Annual Fee agreed upon by the parties total gallons of sewage received* 2,247,852,000 2016-2017 2,217,890,000 2017-2018 2,467,820,000 2018-2019 2,230,536,000 2019-2020 1,977,504,000 2020-2021 2022 5-year average of gallons of sewage received = 2,228,320,400 Calculation Worksheet for 2022 Treatment Rate Calculation Worksheet for 2022 Carrying Costs ** 2022 reserve capacity based on 2022 peak flow event, occurring on March 7, 2022 delivered over a 24-hour period beginning 8:40am. Each year reserve capacity to be based on the peak flow event of that calendar year. Annual Fee The maximum peak flow diversion to IAWWTF during 2022 was 512,918.24 gallons. This was 3.9154% of capacity that had to be reserved (512,918.24 / 13,100,000 = 3.9154%). In 2022, the IAWWTF Budget was $3,251,769.00, and 3.9154% of that was $127,319.97. Multiply this by the IAWWTF Owners’ assumed carrying cost of 5% per year, which results in a Carrying Cost for 2022 of Six Thousand Three Hundred Sixty-Six Dollars ($6,366.00). Page - 21 1.-1-15 2.-2-2 2.-2-4 2.-2-5 30.-1-1.2 525.-6-1 6.-1-1 6.-1-2.1 7.-1-1 7.-1-2 7.-2-1 8.-1-18.-1-14 8.-2-1 8.-3-1 8.-4-1 9.-1-1 9.-1-2 9.-1-3 9.-1-4 9.-1-5 9.-1-6 9.-1-8 9.-2-1 9.-2-2 9.-2-3 9.-2-4 9.-2-5 9.-4-1 9.-4-2 9.-4-4 9.-7-1 10.-1-1 10.-1-10 10.-1-11 10.-1-12 10.-1-13 10.-1-14 10.-1-15 10.-1-17 10.-1-18 10.-1-19 10.-1-2 10.-1-20 10.-1-21 10.-1-3 10.-1-4 10.-1-5 10.-1-6 10.-1-7 10.-1-8 10.-1-9 10.-2-1 10.-2-10 10.-2-11 10.-2-12 10.-2-13 10.-2-14 10.-2-2 10.-2-3.2 10.-2-3.3 10.-2-4 10.-2-5 10.-2-6.1 10.-2-6.2 10.-2-7 10.-2-8 10.-2-9 10.-3-1 10.-3-10 10.-3-11.1 10.-3-11.21 10.-3-11.22 10.-3-11.3 10.-3-11.41 10.-3-11.42 10.-3-11.5 10.-3-12.1 10.-3-12.2 10.-3-13 10.-3-14 10.-3-15 10.-3-16 10.-3-17.1 10.-3-18 10.-3-19 10.-3-2 10.-3-20 10.-3-21 10.-3-22 10.-3-23 10.-3-3 10.-3-5.1 10.-3-5.21 10.-3-5.22 10.-3-5.4 10.-3-6 10.-3-7 10.-3-8 10.-3-9 10.-4-1.2 10.-4-1.4 10.-4-10.1 10.-4-2 10.-4-3 10.-4-4 10.-4-6.1 10.-4-6.2 10.-4-7.1 10.-4-7.2 10.-4-8 10.-4-9.12 10.-4-9.22 10.-5-1 10.-5-2 10.-5-3 10.-5-4 10.-5-5 10.-6-1 10.-6-10 10.-6-11 10.-6-12 10.-6-13 10.-6-14 10.-6-15 10.-6-2 10.-6-3 10.-6-4 10.-6-5.1 10.-6-5.2 10.-6-6 10.-6-7 10.-6-8 10.-6-9 11.-1-1 11.-1-10 11.-1-11 11.-1-12 11.-1-13 11.-1-2 11.-1-3 11.-1-4 11.-1-5 11.-1-6 11.-1-7 11.-1-8 11.-1-9 11.-2-1 11.-2-10.1 11.-2-10.2 11.-2-10.3 11.-2-11 11.-2-12.2 11.-2-13.2 11.-2-14 11.-2-15 11.-2-16 11.-2-17 11.-2-18 11.-2-19 11.-2-2 11.-2-20 11.-2-21 11.-2-22 11.-2-23.1 11.-2-23.2 11.-2-23.3 11.-2-23.4 11.-2-24 11.-2-25 11.-2-2611.-2-27 11.-2-2811.-2-29 11.-2-3 11.-2-4.1 11.-2-4.10 11.-2-4.11 11.-2-4.12 11.-2-4.2 11.-2-4.3 11.-2-4.4 11.-2-4.5 11.-2-4.611.-2-4.7 11.-2-4.8 11.-2-4.9 11.-2-5 11.-2-6 11.-2-7.12 11.-2-7.13 11.-2-7.14 11.-2-7.15 11.-2-7.16 11.-2-7.17 11.-2-7.18 11.-2-7.19 11.-2-8.1 11.-2-8.2 11.-2-9 11.-3-1 11.-4-1 11.-4-2 11.-5-1 11.-5-2.1 11.-5-2.2 11.-5-311.-6-1 11.-6-2 11.-6-3 11.-6-4 11.-6-5 11.-6-6 11.-6-7 11.-6-8 12.-1-1 12.-1-2 12.-1-3 12.-1-4 12.-1-5.1 12.-1-5.2 12.-1-5.3 12.-1-6 12.-1-7 12.-2-1 12.-2-2 12.-2-3 12.-2-4 12.-2-5 12.-2-6 12.-2-7 12.-3-1 12.-3-10.112.-3-10.2 12.-3-12 12.-3-13 12.-3-2 12.-3-3 12.-3-4 12.-3-5 12.-3-6 12.-3-7 12.-3-8 12.-3-9 12.-4-1 12.-4-10.2 12.-4-10.4 12.-4-11.1 12.-4-11.2 12.-4-2 12.-4-3 12.-4-4 12.-4-5 12.-4-6 12.-4-7 12.-4-812.-4-9 12.-5-1 12.-6-1 13.-1-1 13.-1-2 13.-1-3.2 13.-1-4 13.-1-5 13.-1-6 13.-2-1 13.-2-10 13.-2-11 13.-2-12 13.-2-13 13.-2-14 13.-2-2 13.-2-3 13.-2-4 13.-2-5 13.-2-6 13.-2-7 13.-2-8.2 13.-2-9 13.-3-1 13.-3-2 13.-3-3 13.-3-4 13.-3-5 13.-4-1 13.-4-2 13.-5-1 13.-5-2 13.-5-3 13.-5-4 13.-5-5 13.-6-1 13.-6-2 13.-6-3.2 13.-6-5 13.-6-6 13.-6-7 13.-6-813.-6-9.11 13.-6-9.12 13.-6-9.2 14.-1-1 14.-1-10 14.-1-11 14.-1-12 14.-1-13 14.-1-14 14.-1-1514.-1-2 14.-1-3 14.-1-4 14.-1-5 14.-1-6 14.-1-7 14.-1-8 14.-1-9 14.-2-1 14.-2-10 14.-2-11 14.-2-1214.-2-13 14.-2-14 14.-2-15 14.-2-16.1 14.-2-16.2 14.-2-17 14.-2-18 14.-2-2 14.-2-3 14.-2-4 14.-2-5 14.-2-6 14.-2-7 14.-2-8 14.-2-9 14.-3-1 14.-3-2 14.-3-314.-3-4 14.-4-1 14.-4-2.1 14.-4-2.2 14.-5-1 14.-5-2 14.-5-3 14.-5-4 14.-5-5 14.-5-6 14.-5-7 14.-6-1 14.-6-2 14.-6-3 14.-7-1 14.-7-2 14.-7-3 14.-7-4 14.-7-5 14.-7-614.-7-7 14.-7-8 14.-8-1 14.-8-2 14.-8-3 14.-8-4 15.-1-1.115.-1-1.2 15.-1-2 15.-1-3 15.-2-1 15.-2-2.1 15.-2-2.2 15.-2-3 15.-3-1 15.-4-1 15.-4-10 15.-4-11 15.-4-12 15.-4-14 15.-4-2 15.-4-3 15.-4-4 15.-4-5 15.-4-6 15.-4-7 15.-4-8 15.-4-9 15.-5-1.1 15.-5-1.2 15.-5-1.3 15.-5-2 15.-5-3.1 15.-5-3.2 15.-5-4 15.-6-1.2 15.-6-10 15.-6-2 15.-6-3 15.-6-4 15.-6-5 15.-6-6 15.-6-7 15.-6-8 15.-6-9 15.-7-115.-8-1 15.-8-2 5.-3-15.22 5.-3-15.74 5.-3-15.76 5.-3-15.77 5.-3-15.82 5.-3-16.1 5.-3-16.2 5.-3-17 5.-3-18.1 5.-3-18.2 5.-3-18.3 5.-3-19.2 5.-3-8.115.-3-8.125.-4-105.-4-115.-4-125.-4-135.-4-14 5.-4-15.1 5.-4-15.2 5.-4-16 5.-4-17 5.-4-18 5.-4-19 5.-4-8 5.-4-9 6.-11-10 6.-11-11 6.-11-12 6.-11-4 6.-11-5 6.-11-6 6.-11-7 6.-11-8 6.-11-9 6.-5-1 6.-5-2 6.-5-3 6.-5-4 6.-6-1 6.-6-26.-6-3 6.-7-1 6.-7-2 6.-7-3 6.-7-4 6.-7-56.-7-66.-7-7 6.-7-8.2 6.-8-10 6.-8-3 6.-8-4 6.-8-5 6.-8-6 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9.-5-6.1 9.-5-6.2 9.-5-7 9.-5-8 9.-5-9 9.-6-1 9.-6-2 9.-6-3 9.-6-4 9.-6-5 9.-6-6 9.-6-7 9.-7-1 9.-7-2 9.-7-3 9.-7-4 9.-7-5 9.-7-6 9.-7-7 9.-7-8 16.-1-3 16.-1-4 16.-1-5 16.-2-1 16.-2-2 16.-2-3 16.-2-4 16.-2-5 16.-2-6 16.-2-7 16.-2-8 17.-1-1.2 17.-1-4 17.-2-1 17.-2-2 17.-2-3 17.-3-1 17.-3-10 17.-3-11 17.-3-12 17.-3-13 17.-3-14 17.-3-16.1 17.-3-17 17.-3-18.2117.-3-18.22 17.-3-19 17.-3-2 17.-3-20 17.-3-21 17.-3-22 17.-3-23 17.-3-24 17.-3-25.12 17.-3-26 17.-3-27 17.-3-28 17.-3-29 17.-3-3 17.-3-30 17.-3-31 17.-3-32 17.-3-33 17.-3-34 17.-3-35 17.-3-36 17.-3-37 17.-3-4 17.-3-5 17.-3-6.2 17.-3-7 17.-3-8 17.-3-9 17.-4-1 17.-4-10.1 17.-4-10.2 17.-4-11 17.-4-12 17.-4-13 17.-4-14 17.-4-15 17.-4-5 17.-4-6.2 17.-4-7 17.-4-8 17.-4-9.1 18.-1-1.1 18.-1-2 18.-1-3 18.-1-4 18.-1-5 18.-1-7 18.-1-8 18.-2-10 18.-2-2 18.-2-3 18.-2-4 18.-2-5 18.-2-6 18.-2-7.3 18.-5-10 18.-5-12 525.-6-1 18.-5-14 18.-5-15 18.-5-2 18.-5-3 18.-5-5 18.-5-7 18.-5-9 19.-1-6 19.-1-7.2 19.-2-29 67.-1-1.1 67.-1-2.1 68.-1-1.1 68.-1-1.2 68.-1-9 71.-1-10.1 71.-1-10.2 71.-1-10.3 71.-1-11.3 71.-1-11.30 71.-1-11.31 71.-1-11.35 71.-1-11.36 71.-1-11.37 71.-1-11.38 71.-1-11.39 71.-1-11.68 71.-1-11.69 71.-1-6271.-1-63 71.-1-64.11 71.-1-64.1271.-1-64.2 71.-1-65 71.-1-66.1 71.-1-66.2 71.-1-68.1 71.-1-68.271.-1-69 71.-1-9.5 71.-1-9.671.-1-9.71 71.-1-9.8 71.-1-9.9 71.-7-1 71.-7-10 71.-7-11 71.-7-12 71.-7-13 71.-7-14 71.-7-15 71.-7-16 71.-7-17.1 71.-7-17.2 71.-7-19 71.-7-2 71.-7-20 71.-7-3.1 71.-7-3.2 71.-7-3.3 71.-7-4 71.-7-5 71.-7-6.2 71.-7-7 71.-7-8 71.-7-9 LA K E S T KE L V I N P L DEARBORN PL LI S A L N J A M E S L G I B B S D R NORTHW A Y R D H I G H L A N D A V E HANSHAW RD GARDNER PKWY LAKEVIEW CEMETE R Y STEWART PARK EXIT WYCKOFFAVE T HEPARKWAY C AYUGA PARKRD EASTSHOREDR STEWARTAVE W R E M INGTONRD B R O O K LN FOREST D R SUNSET DR TRIPHAMMER RD NCAYUGAST JESSUP RD WHITEPARKPL W UPLAND RD N O R T H C R O S S R D O A K H I L L P L STEW A R T P A R K D E V O N RD W Y C K O F F R D HI L L S I D E D R STA T E R O U T E 1 3 STATEROUTE13S COUNTRY CLUB R D SHELDON RD STATEROUTE13N P R O G R A M H O U S E D R TRIPHAMMER L N ROAT ST R E NWICK D R C A Y U G A PARK CIR IROQUOIS RD S T E W A R T PARKEXITRAMP I R O Q U O I S P L STE W ART PARK PARK I NGL O T C A Y U G A S T E X T CORS O N P L W H I T E PARK RD R I D G EWOOD RD KLINE RD STRAWBERRYLN KLINEWOODS RD HASBROUC K C I R EASTSHOREDREXIT R A M P P L E A S A N T G R O V E R D L O W E L L P L S T E W A R T P A R K R D P L E A S A N T G R O V E L N C A Y U G A H EI G H T S R D P ARKWAY PLITHACAHIGHSCHOOLPARKINGLOT RENWICKPL C O M S T O C K R D HIGHLAN D R D SUNS E T P A R K R E N W I C K H E I G H T S R D E UPLAND RD OVERLOOK RD SIENADR MID W A Y R D O A K HILL RD E A S T SHOREDRENTRANCERAMP N S U N S E T D R 0 1,000 2,000500 Feet Map prepared by Town of Ithaca Engineering on 1/5/2021 with data from Bolton Point and Tompkins County Geographic Information Services Village of Cayuga Heights parcels discharging to IAWWTP via Town of Ithaca Page - 24 EXHIBIT E UNIFORM PRETREATMENT LAWS FOR IAWWTF Page - 25 EXHIBIT F GOVERNING BODY RESOLUTIONS (to be added)