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Entergy Pre-Filed Hearing Exhibit ENT00320A, Haverstraw Water Supply Project Water Supply Permit Application. Part a
	ML12090A522
Person / Time
Site:	Indian Point
Issue date:	12/31/2011
From:	; AKRF, CDM, United Water New York
To:	; Atomic Safety and Licensing Board Panel, State of NY, Dept of Environmental Conservation
	SECY RAS
Shared Package
ML12090A520	List: ML12090A521; ML12090A522; ML12090A523; ML12090A524; ML12090A525; ML12090A526; ML12090A527; ML12090A528;
References
	RAS 22146, 50-247-LR, 50-286-LR, ASLBP 07-858-03-LR-BD01
	Download: ML12090A522 (205)
	v • d • e

ENT00320A Submitted: March 29, 2012 HAVERSTRAW WATER SUPPLY PROJECT WATER SUPPLY PERMIT APPLICATION COPIES FOR PUBLIC REVIEW - CRITICAL INFRASTRUCTURE INFORMATION EXEMPT FROM FREEDOM OF INFORMATION REQUESTS REMOVED SUBMITTED TO:

New York State Department of Environmental Conservation Division of Environmental Permits 625 Broadway, 4th Floor Albany, New York 12233-1750 SUBMITTED BY:

UNITED WATER NEW YORK INC.

360 West Nyack Road West Nyack, New York 10994 PREPARED BY:

AKRF, Inc.

440 Park Avenue South New York, New York 10016 CDM 60 Crossways Park Drive West Woodbury, NY 11797 December 2011 Originally submitted October 2011

Environmental and Planning Consultants 440 Park Avenue South 7th Floor New York, NY 10016 tel: 212 696-0670 fax: 212 213-3191 www.akrf.com Memorandum To: Christopher M. Hogan, Division of Environmental Permits From: Maureen Heimbuch Date: December 9, 2011 Revisions to United Water New York Inc.s Water Supply Application for the proposed Re:

Haverstraw Water Supply Project S. Master, M. Pointing, and J. Dillon, Esq., UWNY; R. Newell, NYSDOS; R. Alessi, Esq.,

cc:

D&L; K. Kelly, K. Smith, and N. Vignola-Henry, CDM; J. Cowing and J. Feingold, AKRF The United Water New York Inc. (UWNY) Water Supply Application for the proposed Haverstraw Water Supply Project has been revised to reflect the new location for the intake structure. Enclosed is a copy of this application containing revised pages. These revised pages include the following:

Section 1:

- Water Supply Application Supplement W-1 for Public Water Supply Permit form Section 2:

- Pages B-2 and B-5 Section 3:

- Pages C.1-2, C.1-3, C.2-2, C.2-8, C.2-28, and C.2-33 Section 4:

- Redacted versions of Figures D-5a and D-5b Section 5:

- Pages 1-1 through 1-10 Section 6:

- Water Supply Application Supplement W-1 for Public Water Supply Permit form

- Figures D-5a and D-5b AKRF, Inc. New York City Hudson Valley Region Long Island Baltimore / Washington Area New Jersey Connecticut

Christopher M. Hogan 2 December 9, 2011 Also enclosed is a CD containing three files: the revised Water Supply Application, the redacted version of this revised application, and a version of the application showing the specific changes that have been made.

If you have any questions, please contact me at 646-388-6659 or mheimbuch@akrf.com.

Maureen Heimbuch

Sameet Ma aster Project Manager UNITED WATER W

700 Kinderrkamack Road Oradell, NJJ 07649 TEL 201-63 34-4232 FAX 201-225-5125 Sameet.Ma aster@unitedw water.com WWW.UNIT TEDWATER.CO OM October 5, 2011 Ms. Andrrea Sheeran Division of Environm mental Permits New Yorrk State Dep partment of Environment E tal Conservaation 625 Broad dway, 4th Fl.

Albany, NYN 12233-17 750 Referencce: Uniteed Water Neew York Incc.

Haverrstraw Watter Supply ProjectP 6 NYC CRR Part 6016 Water Supply S Perm mit Applicattion

Dear Ms. Sheeran:

United Water W New York Y Inc. (U UWNY) reespectfully ssubmits three (3) signed d copies of WWater Supply Application A for the propposed Haverrstraw Wateer Supply Prroject. As required by the 6 NYCRR Part 601 (P Public Wateer Supply) permitting p pprocess, pleaase note the ffollowing prroject specific information:

i l) Name N and loccation of a su uitable placee in which too hold a publlic hearing sshould onne provee necessary:

Town T of Hav verstraw Haverstraw H Town T Hall 1 Rosman Ro oad Garnerville, G New N York 10 0923 (8

845) 429-220 00 Local L newspaper of record (publish hed daily) iis the Rockkland Countty edition oof the Journal Jo Newss.

2) Names, N titless, mailing addresses, a and a phone numbers off other conncerned offiicials, in ncluding:

Applicant A

United U Waterr New York Inc.

360 West Nyack Road W Nyack, New York 10994 West 1

Contact:

C Sam meet Master, P. E.

(8 845) 620-330 00, ext. 42322

Sameet Master Project Manager UNITED WATER 700 Kinderkamack Road Oradell, NJ 07649 TEL 201-634-4232 FAX 201-225-5125 Sameet.Master@unitedwater.com WWW.UNITEDWATER.COM Applicants Attorney Dewey & LeBoeuf, LLP 99 Washington Avenue, Suite 2020 Albany, New York 12210

Contact:

Robert Alessi, Partner (518) 626-9000 Applicants Engineer CDM 60 Crossways Park Drive West, Suite 340 Woodbury, NY 11797

Contact:

Keith Kelly (516) 496-8400 Applicants Permitting Consultant AKRF, Inc.

440 Park Avenue South, 7th Floor New York, NY 10016

Contact:

Maureen Heimbuch (646) 388-9659 Municipality Chief Executive Officer Town of Haverstraw 1 Rosman Road Garnerville, New York 10923

Contact:

Honorable Howard T. Phillips, Jr., Supervisor (845) 429 - 2200 New York State Department of State Division of Coastal Resources 41 State Street Albany, New York 12231 - 0001

Contact:

Jeffrey Zappieri, Coastal Resources Specialist (518) 473 - 2476 New York State Office of General Services Empire State Plaza Corning Tower Albany, New York

Contact:

Richard Bennett, Real Estate Officer (518) 473-1288 New York State Department of Public Service Empire State Plaza Agency Building 3 Albany, New York 12223

Contact:

James Austin, Deputy Director,

Sameet Master Project Manager UNITED WATER 700 Kinderkamack Road Oradell, NJ 07649 TEL 201-634-4232 FAX 201-225-5125 Sameet.Master@unitedwater.com WWW.UNITEDWATER.COM Office of Energy Efficiency and the Environment (518) 473-4635

3) List of materials and exhibits:

Water Supply Permit Application, Supplement W-1 Exhibit A: Water Conservation Program Form Exhibit B: Summary of Permit Application Requirements (§601.5)

Project Justification Exhibit C: Project Description and Project Purpose C.1 Description of Project and Water Treatment Process C.2 Purpose and Need for the Project Exhibit D: General Service Area and Project Location Maps Exhibit E: Engineers Report United Water is requesting that certain information in the Water Supply Application be excepted from disclosure under the Freedom of Information Law (FOIL, Article 6 of the New York Public Officers Law [POL]) because they contain critical infrastructure information.

POL § 87(2)(f) provides that if the disclosure of a document could endanger the life or safety of any person, that document may be excepted from disclosure under FOIL. More specifically, POL § 89(5)(a)(1-a) and 6 NYCRR § 616.7 provide that documents containing critical infrastructure information are excepted from disclosure under FOIL. Critical infrastructure is defined as systems, assets, places or things, whether physical or virtual, so vital to the state that the disruption, incapacitation or destruction of such systems, assets, places or things could jeopardize the health, safety, welfare, or security of the state, its residents or its economy. 6 NYCRR § 616.7(c)(2)(i)(c).

United Water is requesting that the following portions of the Water Supply Application be considered critical infrastructure information and excepted from disclosure under FOIL:

Section 1 - Water Supply Application Supplement W-1.

This portion of the Water Supply Application contains information on the precise location of the proposed intake for the Haverstraw Water Supply Project. This information, which is not otherwise publicly available, could be used to disrupt, incapacitate, or damage the Haverstraw Water Supply Project and the public water supply it will furnish, thereby jeopardizing the health, safety, welfare, and security of New York States residents and economy. Accordingly, this portion of the Water Supply Application represents critical infrastructure information excepted from disclosure under FOIL. See 6 NYCRR § 616.7(c)(2)(i)(c); see also, NYSDEC FOIL Appeal Determination no. 04-18-3A (John V. Tait), dated November 10, 2004 (The records on

Sameet Master Project Manager UNITED WATER 700 Kinderkamack Road Oradell, NJ 07649 TEL 201-634-4232 FAX 201-225-5125 Sameet.Master@unitedwater.com WWW.UNITEDWATER.COM critical infrastructure that are being withheld provide more detailed information relating to various aspects (such as physical structure, location, etc.) of these vital transportation and communication links than what is currently available through other means, and, consistent with the Departments responsibility to protect the public security and safety of the state and its residents, this information is not being released.) (citing Stronza v. Hoke, 148 A.D.2d 900, (3d Dept 1989); Flowers v. Sullivan, 149 A.D.2d 287 (2d Dept 1989)).

The portion of the Water Supply Application that contains critical infrastructure information excepted from disclosure under FOIL has been redacted and the page has been marked with the designation: CRITICAL INFRASTRUCTURE INFORMATION REDACTED. A separate section, Section 6, has been added to the Water Supply Application binder; Section 6 includes the un-redacted page containing the critical infrastructure information, which have each been labeled: CRITICAL INFRASTRUCTURE INFORMATION -- EXEMPT FROM FREEDOM OF INFORMATION REQUESTS.

We will continue to copy your office on all correspondence with other agencies associated with the Haverstraw Water Supply Project approval process. If you have any questions or would like to arrange an update meeting please call me at (201) 634-4232 or you can e-mail me at Sameet.Master@UnitedWater.com.

Respectfully submitted, Sameet Master, P.E.

Project Manager cc: M. Pointing and J. Dillon, Esq., UWNY R. Newell, NYSDOS S. Jensen, USACE R. Alessi, Esq., D&L M. Heimbuch, J. Cowing, and J. Feingold, AKRF K. Kelly, K. Smith, and N. Vignola-Henry, CDM

HAVERSTRAW WATER SUPPLY PROJECT WATER SUPPLY PERMIT APPLICATION COPIES FOR PUBLIC REVIEW - CRITICAL INFRASTRUCTURE INFORMATION EXEMPT FROM FREEDOM OF INFORMATION REQUESTS REMOVED SUBMITTED TO:

New York State Department of Environmental Conservation Division of Environmental Permits 625 Broadway, 4th Floor Albany, New York 12233-1750 SUBMITTED BY:

UNITED WATER NEW YORK INC.

360 West Nyack Road West Nyack, New York 10994 PREPARED BY:

AKRF, Inc.

440 Park Avenue South New York, New York 10016 CDM 60 Crossways Park Drive West Woodbury, NY 11797 December 2011 Originally submitted October 2011

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Public Water Supply Permit Application (6 NYCRR Part 601)

Proposed Haverstraw Water Supply Project EXHIBIT B This exhibit summarizes the documentation provided for the Haverstraw Water Supply Project consistent with the requirements outlined in 6 NYCRR Part 601.5 Supply Applications.

(a) Project Authorization. United Water New York Inc. (UWNY) is a public utility organized under the New York State Transportation Corporations Law and its services and rates are regulated by the New York State Public Service Commission ( PSC UWNY to increasing the average water supply for Rockland County by a total of 1.5 million gallons per day (mgd) and the peak supply by a total of 7.1 mgd by the end of 2015. Beyond 2015, UWNY agreed under the 2006 and 2010 Rate Orders to proceed with preparation of materials for a long-term major water supply project (i.e that UWNY will build and operate. As a result, UWNY initiated the proposed Haverstraw Water Supply Project, and the appropriate UWNY management has authorized the project to proceed with the necessary permits and approvals. The 2006 and 2010 Rate Orders are publicly available and can be accessed on the website.1 (b) General Map. Maps showing the extent of the UWNY service area in Rockland County and the location of the proposed water treatment plant facilities are provided in Exhibit D. The existing service area boundary and location of water system components, including pressure districts, system wells, reservoirs, operating and emergency interconnections, are shown in Figures D-1 and D-2.

Figure D-3 shows the water system facilities within each pressure district. The location of the Proposed Project, including water intake site, water treatment plant site, and transmission and distribution mains, are shown in Figures D-4, D-5a, D-5b, and D-6. Information regarding the locations of sewer outfalls or other potential sources of contamination of the water supply is provided in Technical Memorandum # SW-1, Source Water and Receiving Water Analysis, July 2, 2010 (see Appendix C in Exhibit E). The Haverstraw Water Supply 1

2006 Rate Order:

http://documents.dps.state.ny.us/public/MatterManagement/CaseMaster.aspx?MatterSeq=22633 http://documents.dps.state.ny.us/public/MatterManagement/CaseMaster.aspx?MatterSeq=22997 2010 Rate Order:

http://documents.dps.state.ny.us/public/MatterManagement/CaseMaster.aspx?MatterCaseNo=09-W-0731)

B-1

Project is proposed in order to meet the long-term water supply needs in the service area. The Proposed Project would not result in any change to UWNY service area.

(c) Watershed Map. A map showing the affected watershed, including the location of the proposed water treatment plant facilities, is provided as Figure D-9 in Exhibit D.

(d) Profiles. Preliminary plans of the proposed facilities will be included in the 50% Design Report expected to be provided in February 2012. Final design of the proposed facilities is subject to the approval of the New York State Department of Health (NYSDOH) and will be provided when submitted to the NYSDOH.

(e) Contract Plans and Specifications. Preliminary plans of the proposed facilities will be included in the 50% Design Report expected to be provided in February 2012. Final design of the proposed facilities is subject to the approval of the NYSDOH and will be provided when submitted to the NYSDOH.

(f) . Exhibit E.

(g) Acquisition Map. The Proposed Project requires acquisition of the following parcels:

- Water Treatment Plant Site Consists of portions of four tax parcels currently owned by the Town of Haverstraw (tax parcel numbers 20.16 1, 20.16-2-2.1, 20.16-2-2.2, 20.16-2-5) and the entirety of a privately owned parcel (tax parcel number 20.16-2-6). See Figure D-5a in Exhibit D.

- Intake Site Upland areas consist of acquisition of a portion of one tax parcel currently owned by U.S. Gypsum (USG) (tax parcel number 21.09-2-1) and an access easement providing connection to Beach Road. The intake pipe requires easements within underwater lands in the Hudson River, including: 1 21.09-2-1; 2 Water Grant area; and 3) additional underwater lands under the jurisdiction of the New York State Office of General Services (NYSOGS).

See Figure D-5b in Exhibit D. An application for acquisition of a real property interest in lands underwater has been filed with the NYSOGS on October 31, 2008.

(h) Cost Estimate. Table 1 below provides a preliminary cost estimate for the proposed project. Further cost estimates will be prepared and will be provided when submitted to the NYSDOH.

B-2 Revised December 2011

Table 1 Cost Estimate by Project Phase Cost Phase 1 Phase 2 Phase 3 Total Capital Costs (millions) $97.2 to $144.8 $16.7 to $16.9 $25.2to $27.8 $139.2 to $189.3 Note: All amounts are shown as 2010 dollars.

(i) Water Analysis. Review of Hudson River water quality data collected for the Proposed Project in the vicinity of the proposed location intake structure indicates that the quality of the Hudson River makes it a suitable source of drinking water with treatment. The results of numerical hydrodynamic modeling conducted for the Proposed Project indicate that point and non-point discharges to the Hudson River within a 25-mile radius of the intake structure would not adversely affect the suitability of the Hudson River as a water supply source. Similarly, the results of modeling withdrawal of Hudson River water at the intake structure, discharge of reverse osmosis (RO) concentrate through the Joint Regional Sewage Treatment Plant (JRSTP) effluent outfall, and the discharge of other residual waste streams to the JRSTP for treatment and, ultimately, for discharge to the Hudson River would not adversely affect the quality of the Hudson River water. Detailed water quality information, including historical Hudson River water quality data (2007 2008) and raw water quality data collected as part of the Haverstraw Water Supply Project Pilot Study operations (Exhibit E, Appendix B).

(j) Treatment Methods. The water drawn from the Hudson River would be subjected to a rigorous multi-step treatment process to ensure that it meets all applicable health standards and is compatible with the other water in UWNY County system. This would provide multiple barriers for removing various water quality parameters of concern, to allow the finished water to meet or exceed all applicable drinking water standards. The potential water treatment process that may be used at the water treatment plant, based on conceptual designs, would include the following (see also Exhibit C.1):

- Pretreatment for solids removal

- Filtration

- RO

- Removal of organic contaminants

- Post-treatment

- Finished water storage and pumping The proposed treatment process would remove various contaminants from the raw water so that the finished water delivered to the distribution system will meet or exceed all safe drinking water standards (or MCLs) for contaminants of concern, including PCBs, radionuclides, and pesticides.

B-3

(k) Project Justification:

(1) The need for and the reasons why the proposed source was selected among alternative supplies which are or may become available.

The purpose and need for the project are described in Exhibit C.2. As noted in that exhibit, the water demand in UWNY service area is projected to grow as population in the service area grows, and in the long-term, an additional water supply source will be needed to meet demand and to continue to provide water for fire-fighting and other public safety needs. To address the need for increased supply beyond 2015, the 2006 and 2010 Rate Orders require UWNY to implement a long-term water supply project that it will build and operate and set forth milestone commitments related to planning, analysis, permits, and construction of that long-term water supply project so that it will be in service by the end of 2015.

An extensive review of potential alternatives to the Proposed Project was conducted, including but not limited to: a reservoir alternative (the Ambrey Pond Reservoir alternative); operational alternatives (such as alternative water system management or enhanced water conservation); surface water storage alternatives (such as increased storage at Lake DeForest); other water supply and storage alternatives (such as wastewater reuse); and various project design alternatives (such as alternatives sites for the intake facility or alternative energy sources). The analysis concludes that on an individual basis, most of the alternatives examined are either impractical or insufficient to provide a long-mgd and, therefore, individually do not meet the purpose and need for the project and are not viable alternatives to the Proposed Project. A combination or composite of more than one alternative would be less efficient, inherently more energy-intensive, more costly, and more prone to disruption and repair. A combination of alternatives would also require substantially more management by United Water to oversee both construction and operations of these multiple systems.

Other alternatives, such as the Ambrey Pond Reservoir Alternative and the Wastewater Reuse Alternative, could achieve a safe yield increase similar to the Proposed Project but would have higher costs than the Proposed Project and would have a greater impact on ratepayers and consumers in the United Water service area.

The Proposed Project represents a sustainable, cost-effective water supply source that will improve the reliability of the water supply system and meet B-4

the long-term needs for water in Rockland County. A review of alternatives to the Proposed Project demonstrates that the proposed Haverstraw Water Supply Project is the alternative that best meets the need for the project as well as the goals outlined below:

Reliable Supply: The new long-term water supply project must improve the reliability of the water supply system while meeting future demands by introducing a supply that is less dependent on localized precipitation conditions. The Northeast U.S. experiences a short-term drought (i.e., a drought with a duration of one to three months) every one to three years on average, and experiences longer droughts (i.e., greater than three months) once every 20 to 30 years.

The long-term water supply project should be developed to be responsive to the occurrence of drought events and the potential effects of climate change on the frequency and severity of droughts and storm events. The Haverstraw Water Supply Project would improve the reliability of the water supply system while meeting future demands for water by providing a supply of water that is less dependent on climate conditions. Rockland County is currently served by groundwater supplies and reservoirs. Including a drought-tolerant river source adds to the diversity of the water supply portfolio and provides greater flexibility in managing the system.

Cost-Effectiveness: As a public utility, UWNY has a responsibility to its customers (i.e., the rate-payers) to develop a cost-effective project to address the need for a new water supply source. Costs to be considered include initial capital expenditures associated with construction of the project and ongoing operations and maintenance costs once the project is complete. To benefit from economies of scale gained by capital investment in, and operation and maintenance of, a single project, the long-term water supply project will most likely be most cost-effective if implemented as a single project, rather a combination of capital projects. The Haverstraw Water Supply Project has been identified as the most cost-effective of the alternatives available to UWNY for the long-term water supply project.

Ability to be Implemented in Stages: To meet future demands for water supply as they develop over time, and thereby minimize unnecessary capital costs to the ratepayers as well as unnecessary environmental effects, the long-term water supply project should have the ability to be implemented in stages. Designing, permitting, and constructing a water supply project is a costly, time-consuming, and resource-intensive undertaking. Prudent planning compels a water supplier to, when possible, undertake projects that can be expanded efficiently and cost effectively in stages as need arises. The proposed B-5 Revised December 2011

Haverstraw Water Supply Project would be built in phases to correspond with future growth in water demand.

Avoid and Minimize Environmental Impacts: Consistent with the particularly the State Environmental Quality Review Act, a key goal for the long-term water supply project is to avoid and minimize the potential environmental impacts of the Proposed Project to the maximum extent practicable given the other goals and objectives for the Proposed Project and the capabilities of the Project sponsor. This includes environmental impacts that would potentially occur as a consequence of both the construction and operation of the Proposed Project. The Haverstraw Water Supply Project has been identified as the project that best meets the goal of mitigating environmental impacts.

(2) The provision of proper and safe construction of all phases of the project.

The proposed construction and operation of the Proposed Project would follow all applicable health and safety standards, including federal Occupational Safety and Health Administration (OSHA) regulations. A construction Health and Safety Plan (HASP) would be prepared and implemented to address potential issues related to any potential contamination of soil and groundwater near the Project Sites. A Stormwater Pollution Prevention Plan (SWPPP) would be implemented to minimize potential construction impacts on water resources.

(3) The provision of adequate protection of the water supply and watershed from contamination. As mentioned above, during construction, a SWPPP would be implemented to minimize potential construction impacts on water resources (including the Hudson River and Minisceongo Creek).

The numerical hydrodynamic modeling conducted of the Hudson River for the Proposed Project indicates withdrawal of Hudson River water at the intake structure, discharge of RO concentrate through the JRSTP effluent outfall, and the discharge of other residual waste streams to the JRSTP for treatment and, ultimately, for discharge to the Hudson River would not adversely affect the quality of the Hudson River water.

The Proposed Project Exhibit C.1) would include continuous water quality monitoring and multiple treatment methods to address potential contaminants that may be present in the water.

(4) The proper treatment of the water supply. The water supply would be treated to meet or be better than drinking water standards established by the B-6

United States Environmental Protection Agency and the NYSDOH. See J: Treatment Methods (5) The adequacy of the water supply to meet the demands of the service area.

To plan for the future, UWNY regularly undertakes an assessment of future water demands. As part of the proceeding in the 2006 Rate Case, a forecast of future water demands was undertaken to determine the level of future investment in water supply infrastructure required. An alternative water demand forecast was conducted in 2010, using future population projections prepared by Rockland County, to confirm the conclusions of the 2006 forecast. These forecasts both demonstrate the need for a long-term water supply project. Utilization of the Hudson River as a water supply source would allow for an increase of the safe yield of the UWNY Rockland County water supply system by 7.5 mgd to accommodate future growth with an adequate margin of safety through the year 2015 or beyond.

Including a drought-tolerant river source adds to the diversity of the water supply portfolio and provides greater flexibility in managing the system.

The Proposed Project would improve the reliability of the water supply system while meeting future demands for water by providing a supply of water that is less dependent on climate conditions.

(6) The proposed project is just and equitable to other municipalities or civil divisions of the state. The proposed project would not deny a water supply to any municipality or other water purveyor.

(7) Proposed method to determine and provide proper compensation for any direct or indirect legal damages to persons or property that may result from the acquisition of any lands in connection with the project. Property required for the Proposed Project is expected to be acquired by mutual agreement, without the need for the use of eminent domain. No direct or indirect damage to persons or property is anticipated as a result of the Proposed Project.

B-7

Section 3 Section 3 Exhibit C: Project Description and Project Purpose

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Public Water Supply Permit Application (6 NYCRR Part 601)

Proposed Haverstraw Water Supply Project EXHIBIT C.1 DESCRIPTION OF PROJECT AND WATER TREATMENT PROCESS The proposed Haverstraw Water Supply Project (the Proposed Project) entails the construction and operation of a water intake, intake pumping station, water treatment plant, and transmission and distribution mains, to be located in the Town of Haverstraw, Rockland County, New York (see Figures D-4, D-5a, and D-5b in Exhibit D). The Proposed Project would draw and treat water from the Hudson River and deliver up to 7.5 million gallons per day (mgd) of potable water to the existing United Water New York Inc. (UWNY) distribution system serving Rockland County. The Proposed Project would allow UWNY to increase the capacity of its water supply system to meet the projected ability to continue to provide water for the county, including providing adequate quantity, quality, and water pressure to meet the projected future demands for county residents, businesses, and firefighting capabilities.

The Proposed Project would draw water through an intake structure located in Haverstraw Bay in the Hudson River, through an intake pumping station to a water treatment plant via a raw water transmission main. At the water treatment plant, water would be treated to remove impurities, including salinity. The potable water would be transmitted from the plant via new underground water transmission mains that would connect to UWNY Wastewater generated by the water treatment process would be transmitted to the Haverstraw Joint Regional Sewage Treatment Plant (JRSTP). Wastewater from the Proposed P osmosis pipe to create a physical tie-in.

The Proposed Project would be implemented in three separate phases, to meet growth in water demand as Roc When the facility opens for operation in 2015, it would initially treat and deliver up to 2.5 mgd of potable water. As meet that demand, with the ultimate capacity at 7.5 mgd. As described in Exhibit C.2, population forecasts prepared by planning agencies and independent institutions.

PROJECT SITES follows:

C.1-1

Intake Site: This approximately one-acre parcel (as well as additional land underwater) located on the south side of Beach Road along the Hudson River would house the intake pumping station that would pump water from the river. The site, currently owned by the U.S. Gypsum Company (USG), is vacant land used for off-season boat storage by the Haverstraw Marina and is adjacent to the enclosed conveyor that is used by USG to move supplies from barges that dock at a USG pier in the Hudson River.

Hudson River: Water would be withdrawn from the Hudson River through an intake system (described below). It is anticipated that the water intake pipeline would extend from the shoreline of the Intake Site approximately 900 feet into the Hudson River offshore of the Intake Site. The pipeline would be installed in a tunnel buried below the river bottom.

Water Treatment Plant Site: This 15.38-acre vacant site located to the west and south of the closed Town of Haverstraw Landfill would house the water treatment plant. Most of the Water Treatment Plant Site (the northern portion) is a reclaimed area located within the boundary of the now-closed Haverstraw Landfill, and is owned by the Town of Haverstraw. The southern portion of the Site is a privately owned vacant parcel currently owned by DSB Realty Associates, LLC.

Raw Water Transmission Main:

River by the intake pumping station would be transmitted to the water treatment plant site via an underground raw water transmission main. The proposed route is located primarily beneath Beach Road in the public right-of-way, as shown in Figure D-5a in Exhibit D.

Potable Water Distribution Mains: Potable water from the water treatment plant would be transmitted to existing mains in UWNY connections from the water treatment plant. Currently, several possible connection routes are being considered for these mains, as shown in Figure D-6 in Exhibit D.

WATER TREATMENT FACILITIES AND PROCESSES RAW WATER INTAKE SYSTEM Raw water to be supplied to the new Water Treatment Plant would be pumped from the Hudson River through an intake system consisting of an intake structure in the Hudson River, approximately 900 feet from the shoreline, an intake pipeline from the structure to the shore, and intake pumping station on the Intake Site. The intake pumping station would consist of a single building, approximately 3,000 square feet in size, which would house the pumps, electrical and mechanical systems, air compressors, and other equipment.

The intake system would be designed to minimize adverse effects to aquatic resources in the Hudson River. The intake in the river would use five 36-inch cylindrical-shaped wedge-wire screens with a small slot size (0.5-millimiter), which would minimize potential adverse effects to aquatic resources related to potential impingement (in which aquatic resources are pulled against the screen) or entrainment (in which they are drawn into the intake). The intake system would be supported on deep foundations (piles) that C.1-2 Revised December 2011

would extend to bedrock an estimated 180 to 200 feet below the river mudline). The intake screens would be located a minimum of four feet above the river bottom while the top of the screens would be approximately 7.36 feet below the water surface at mean low low water (MLLW). An air cleaning system would be used to periodically clean the intake screens of debris and to prevent biofouling, and a chemical cleaning system would be used to clean the interior of the raw water intake line. Beneath the river bottom, a 7-foot diameter raw water intake sleeve would house the intake water pipe, air supply lines for the air cleaning system, and small-diameter chemical cleaning supply lines for the chemical cleaning system that would be used to clean the inside of the pipes. The air cleaning system would consist of an air compressor and compressed air receiver at the Intake Site, and five 6-inch air supply lines within the intake sleeve. The chemical piping would be contained within a carrier pipe within the pipe casing that also houses the raw water intake pipe. Chemicals in the piping would not be able to leak into the river.

The water intake system would be operated to draw high quality water from the river each day. To produce 7.5 mgd of treated water, a maximum volume of 10 million gallons would be withdrawn from the Hudson River during a 24-hour period. It would be pumped from the intake pumping station into raw water storage tanks at the water treatment plant, from which it would be drawn for treatment.

The raw water transmission main would transmit the raw water to the Water Treatment Plant Site via a new 30-inch-diameter raw water transmission force main buried primarily beneath public streets.

WATER QUALITY MONITORING At the intake pumping station, water quality would be continuously monitored to detect any significant change in-river water quality that could affect finished water quality before it is processed at the water treatment plant. In the event that potential contamination events occur, the water quality monitoring would allow maximum response time from the point the water is withdrawn from the river to when it enters the treatment process. The system would be tied to UWNY and Data Acquisition (SCADA) system (discussed below) to allow remote, real-time monitoring by the water treatment plant operators. When a potential contamination event is identified, the possible responses that may be taken can include confirmatory and more frequent water quality sampling and laboratory analysis; adjustment to process operating conditions to mitigate potential upsets; and temporary shutdown of the intake pumping station until the anomalous condition dissipates or until such time that the river water quality is determined to be acceptable.

WATER TREATMENT PROCESS At the Water Treatment Plant Site, the water treatment plant would consist of an integrated series of interconnected buildings sized to house the water treatment equipment, as well as storage tanks, potable water reservoirs, pumps, and chlorine basins.

C.1-3 Revised December 2011

The water drawn from the Hudson River would be subjected to a rigorous multi-step treatment process to ensure that it meets all applicable health standards and is compatible with the other water in UWNY This would provide multiple barriers for removing various water quality parameters of concern, to allow the finished water to meet or exceed all applicable drinking water standards. The potential water treatment process that may be used at the water treatment plant, based on conceptual designs, would include the following:

Pretreatment for solids removal: Pretreatment consists of a combination of processes to remove particles that are suspended in the water (i.e., turbidity).

Chemicals are added in this step to maximize the removal of suspended and colloidal particulates in addition to certain dissolved inorganics. Powdered activated carbon (PAC) may be added during pretreatment to improve removals of dissolved organics through adsorption.

Filtration: Following pretreatment, the filtration process (currently proposed to use microfiltration/ultrafiltration [MF/UF]) would remove the remaining particulate matter and provide a barrier to bacteria and viruses.

Reverse Osmosis (RO): Following filtration, the process water would be free of suspended solids, at which point it would be subject to a RO treatment system that would force water under high pressure through semi-permeable membranes to remove dissolved solids, such as salts, from the filtered water as required based on the raw water salinity.

Removal of Organic Contaminants: The treatment process currently includes the use of PAC. In the future it is possible that after pre-treatment and RO processing, the water would be re-filtered by passing it through a granular activated carbon (GAC) unit to remove organic contaminants. If GAC is added to the treatment system, it would replace the use of PAC.

Post-treatment: This final step would stabilize the water and provide for disinfection.

Finished Water Storage and Pumping: Finished (treated or potable) water would flow to the above-grade finished water storage reservoirs where a corrosion inhibitor is added prior to the water being pumped through new potable water main connections. Potable water distribution mains would extend from the new water treatment plant to connect to existing UWNY distribution water mains. At this time, several options for the potable water main routes are under consideration.

RESIDUALS PROCESSING The water treatment process would produce several waste products (residuals). The main residual streams that would need to be disposed include wastewater created during the water treatment process; solids removed during the water treatment process; and the RO concentrate produced by the RO membrane process.

C.1-4

A number of the treatment trains used in the water treatment process would produce wastewater. Most of this would be recycled to the head of the water treatment plant for re-use in the water treatment process. Some wastewater, including flows from clean-in-place (CIP) maintenance procedures and other cleaning procedures (backwashing and rinsing of equipment) would be sent to the JRSTP, which is adjacent to the Water Treatment Plant Site, via the existing sanitary sewer. The wastewater from the water treatment process would be sent to the head of the JRSTP for treatment. UWNY would obtain an Industrial Wastewater Discharge Permit for the Proposed Project from the Joint Regional Sewage Board for this waste.

Solids removed by the pretreatment and MF/UF processes would be in the form of a liquid sludge. The sludge would be thickened in sludge thickeners and dewatered in belt filter press units at the water treatment plant. The resulting dewatered sludge, or sludge

-site facility, similar to sludge from the other water treatment plants UWNY operates in Rockland County. Alternatively, the thickened sludge from the water treatment process could instead be conveyed to the treatment process.

The concentrate generated by the RO process (RO concentrate, or brine) would be sent by force main to the JRSTP, where it would be discharged to the Hudson River through the JRSTP outfall. In this way, the high salinity in the RO concentrate would be mixed with the greater volumes of non-saline effluent being discharged to the river.

IMPROVEMENTS TO THE JRSTP For the water treatment plant RO concentrate to be blended with the JRSTP effluent, facility modifications would be required; specifically new facilities to make the physical tie-in at the outfall.

the existing solids dewatering equipment at the JRSTP would need to be replaced or upgraded with a technology of sufficient capacity to dewater the combined volume of JRSTP and water treatment plant sludges.

SUPERVISORY CONTROL AND DATA ACQUISITION (SCADA) SYSTEM The Proposed Project would be designed with a SCADA system that would be part of the larger UWNY Rockland County water supply SCADA system. SCADA systems collect data from instrumentation and control panels and send the data to central locations where it is monitored and managed.

C.1-5

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C.2.2 PROJECT HISTORY As early as the 1960s, the Spring Valley Water Company (the predecessor to UWNY) identified the need for a new source of drinking water to meet the projected future demands for water in Rockland County. At that time, development of a surface water reservoir was identified as the most reasonable approach to meeting this projected demand. A new 2-billion-gallon reservoir, known as the Ambrey Pond Reservoir, was planned and designed for a location in the Town of Stony Point. A Final Environmental Impact Statement (FEIS) assessing the impacts of the Ambrey Pond Reservoir was completed in accordance with the New York State Environmental Quality Review Act (SEQRA), and in 1987, the New York State Department of Environmental Conservation (NYSDEC) conditionally approved the water supply application of the Spring Valley Water Company for the truction permits to be issued only when demands on the water system reached a designated level. As set forth in the 1987 Findings Determination of the NYSDEC Commissioner for the Ambrey Pond Reservoir, the water use trigger for the construction of Ambrey Pond was an average demand for two consecutive years that exceeded 27.9 mgd.

reservoir project was opposed by the County of Rockland, the Town of Stony Point, and numerous non-governmental organizations. The concerns cited by opponents included the need for the project; its cost; its impact on fisheries, wetlands, and marshes; the trigger mechanism that would activate the conditional approval; and the potential seismic risks associated with constructing approval of the project was challenged in court but ultimately upheld by the Supreme Court of New York, Appellate Division, Third Department in 1988.

Since 1988, UWNY has continued to study the Ambrey Pond Reservoir and over the years has purchased almost all the land that would be necessary to construct the reservoir. At the same time, given the level of investment required to develop a major new water source and the financial impact such an investment might have on the ratepayers, UWNY undertook a number of measures that were successful in delaying the need for the reservoir. These included implementation of a water conservation program (described in detail later in this exhibit and in Exhibit A), implementation of a summer-winter rate structure that also led to conservation, a series of short-term water supply improvements, and the addition of the Ramapo Valley Well Field to the UWNY supply system. As discussed in greater detail below, UWNY now practice conservation and are prudent in their use of water, and additional conservation measures will not be feasible as a means to avoid the need for a long-term water supply project.

At this time, UWNY is proposing the Haverstraw Water Supply Project because with 30 years of technological advancements in water treatment technology, the Haverstraw Water Supply Project is a more reliable and more financially and environmentally prudent project than the Ambrey Pond project.

2006 RATE ORDER AND JOINT PROPOSAL On December 14, 2006, the PSC issued an Order concluding two rate cases initiated by UWNY and a sister company, United Water South County. These two rate cases, Case 06-W-0131 and 06-W-1244, were consolidated and considered as one by the PSC (referred to in this chapter as C.2-2 Revised December 2011

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Using the Rule Curve, WSA 2189 specifies the amount of water that must be released from Lake DeForest and the additional amount that may be released, which varies throughout the year depending on the amount of water present in Lake DeForest and on the amount of water present in the three downstream reservoirs. The permit conditions are as follows:

A. If the Lake DeForest storage is below the Rule Curve at any time of the year, release from Lake DeForest shall be made to maintain a daily average flow of 9.75 mgd in the stream immediately above the intake works of the Village of Nyack.

B. If the Lake DeForest storage is above the Rule Curve at any time of the year:

1. When the total storage in the three downstream water supply reservoirs (Lake Tappan, Woodcliff Lake and Oradell Reservoir with a total combined available storage capacity of 7.74 billion gallons) is more than 50 percent of their capacity, or 3.87 billion gallons, release from Lake DeForest shall be made to maintain a daily average flow of 9.75 mgd in the stream immediately above the intake works of the Village of Nyack.

2. When the total storage in the three downstream reservoirs is less than 50 percent of their capacity and at a higher percentage storage than the percentage storage in Lake DeForest, a larger release may be made to maintain a monthly average flow of up to 15 mgd in the stream immediately below the intake works of the Village of Nyack.

3. When the total storage in the three downstream reservoirs is less than 50 percent of their capacity and at a lower percentage than the percentage storage in Lake DeForest, a larger release may be made to maintain a monthly average flow of up to 25 mgd in the stream immediately below the intake works of the Village of Nyack.

These permit conditions establish a minimum release for downstream users of 9.75 mgd and provide for increased releases when Lake DeForest has adequate water (and therefore it is above the Rule Curve) and the downstream reservoirs are less than half full. Consistent with these permit conditions, and in consultation with the various stakeholders, UWNY routinely releases water from the Lake DeForest Dam to the Hackensack River. At times when water is spilling over the dam, United Water closes the release valve at the dam since the water that spills over the dam, or a combination of the spilling water and a reduced amount of water released, is enough to satisfy the minimum flow requirements in the Hackensack River.

As noted above, WSA 2189 requires that in Lake DeForest is forever reserved for the needs of the inhabitants of Rockland County. To preserve the safe yield in the reservoir (which is 10 mgd for Rockland County) in case of drought conditions, UWNY operates Lake DeForest to provide an annual average of 10 mgd for Rockland County customers from Lake DeForest. A higher flow can be withdrawn from the reservoir during peak summer months, but flow must be reduced at other times of the year to maintain a total average that meets the annual average requirement. For example, in 2005, when summer demand required Lake DeForest production levels of approximately 20 mgd, the flow was reduced to 7 mgd in October and November and 5 mgd in December to limit the annual average production to 10 mgd.

The Lake DeForest Water Treatment Plant is operated subject to an approval from NYSDOH, issued in 2003 (Log No. 16321, CWS NY4303673), which limits daily intake of raw water to the treatment plant to 20.8 mgd, with a maximum daily production of up to 20 mgd, and the running annual average intake of raw water to 10 mgd.

C.2-8 Revised December 2011

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'SRRIGXMSRW MR 2I[ =SVO 7XEXI

MPPEKI SJ 2]EGO 2=

xGSRRIGXMSREX6SYXI )QIVKIRG]GSRHMXMSRW

xGSRRIGXMSREX6SYXI; )QIVKIRG]GSRHMXMSRW 4IVQMX MW

xGSRRIGXMSREX*VSRX7XVIIX )QIVKIRG]GSRHMXMSRW JSVXLGSQMRK

xGSRRIGXMSREX2&VSEH[E] )QIVKIRG]GSRHMXMSRW

xGSRRIGXMSREX7SYXL&PZH )QIVKIRG]GSRHMXMSRW

MPPEKI SJ 7YJJIVR 2=

xGSRRIGXMSREX6SYXI )QIVKIRG]GSRHMXMSRW 4IVQMX MW

xGSRRIGXMSREX3VGLEVH7XVIIX )QIVKIRG]GSRHMXMSRW JSVXLGSQMRK

xGSRRIGXMSREX'VEKQIVI6SEH )QIVKIRG]GSRHMXMSRW

MPPEKI SJ ,MPPFYVR 2=

LSPIWEPI [EXIV

7%

1IXIVIH GSRRIGXMSR EX *SYVXL 7XVIIX WYTTP]

'SRRIGXMSRW XS 7XEXI SJ 2I[ .IVWI]

&SVSYKL SJ 1SRXZEPI 2.

xGSRRIGXMSREX6SYXI 6IKYPEV[EXIVWYTTP] ;7%

xGSRRIGXMSREX*S\,MPP6SEH 6IKYPEV[EXIVWYTTP] ;7%

xGSRRIGXMSREX3PH4EWGEGO6SEH )QIVKIRG]GSRHMXMSRW

xGSRRIGXMSREX4IEVP7XVIIX )QIVKIRG]GSRHMXMSRW 4IVQMX MW

xGSRRIGXMSREX71EMR7XVIIX )QIVKIRG]GSRHMXMSRW JSVXLGSQMRK

xGSRRIGXMSREX1MHHPIXS[R6SEH )QIVKIRG]GSRHMXMSRW

&SVSYKL SJ 3PH 8ETTER 2.

4IVQMX MW

xGSRRIGXMSREX&PEMWHIPP6SEH )QIVKIRG]GSRHMXMSRW JSVXLGSQMRK 2SXI 7II *MKYVI ( MR )\LMFMX (

'966)28 ;%8)6 7=78)1 1%2%+)1)28 %2( %:%-0%&0) ;%8)6 79440=

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vW 6SGOPERH 'SYRX] [EXIV WYTTP]

9RMXIH ;EXIVvW JYXYVI QEREKIQIRX SJ 0EOI (I*SVIWX [LIR XLI 4VSTSWIH 4VSNIGX MW STIVEXMRK MW

HMWGYWWIH FIPS[ YRHIV w;EXIV 7]WXIQ 1EREKIQIRX [MXL XLI 4VSTSWIH 4VSNIGXx

'

W]WXIQ JSV EZIVEKI HE] ERH TIEO HE] GSRHMXMSRW MW WYQQEVM^IH MR 8EFPI ' %W RSXIH IEVPMIV

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8EFPI '

9;2= 6SGOPERH 'SYRX]

EXIV 7YTTP] 7]WXIQ 'ETEGMX] QKH EW SJ .YRI

%ZIVEKI (E] 7YTTP] 4IEO (E]

EXIV 7SYVGI 7EJI =MIPH 7YTTP]

0EOI (I*SVIWX ;EXIV 8VIEXQIRX 4PERX

0IXGL[SVXL 6IWIVZSMVW ;EXIV 8VIEXQIRX 4PERX

6EQETS :EPPI] ;IPP *MIPH

7]WXIQ ;IPPW

8SXEP

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vWWEJI

]MIPH

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SJ MPPYWXVEXIW XLI EHNYWXQIRXW QEHI SZIV XLI GSYVWI SJ XLI ]IEV XS TVSZMHI IRSYKL [EXIV XS QIIX XLI HIQERH [LMPI GSQTP]MRK [MXL TIVQMX GSRHMXMSRW 8LMW MRJSVQEXMSR MW TVIWIRXIH MR 8EFPI ' ERH *MKYVI ( MR )\LMFMX (

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'

8EFPI '

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)\GPYHMRK (VSYKLX =IEV

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.ERYEV]

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7ITXIQFIV

3GXSFIV

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2SXI 9;2= FIKER STIVEXMSR SJ 0IXGL[SVXL 6IWIVZSMVW MR %YKYWX

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]IEVW XLEX XLI 0IXGL[SVXL 6IWIVZSMVW LEZI FIIR STIVEXIH F] 9;2= XLIWI VIWIVZSMVW TVSZMHIH EREZIVEKISJTIVGIRXSJ9;2=vWEZIVEKIHEMP][EXIVWYTTP]JSV6SGOPERH'SYRX] (YVMRK

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TIVGIRX SJ XLI [EXIV TVSHYGIH [MXL E QSRXLP] EZIVEKI SJ QKH [LMPI XLI 6EQETS

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MRGPYHI

9WI SJ XLI 0IXGL[SVXL 6IWIVZSMVW HYVMRK XLI WYQQIV QSRXLW XS TVSZMHI [EXIV HYVMRK TIVMSHW SJ LMKL HIQERHW

'

9WI SJ 4SXEOI 4SRH XS EYKQIRX 6EQETS 6MZIV JPS[ WS XLEX XLI 6EQETS :EPPI] ;IPP *MIPH GER VIQEMR MR YWI [LIR JPS[W MR XLI VMZIV [SYPH SXLIV[MWI FI XSS PS[

4VSZMWMSR SJ YT XS QKH JVSQ 0EOI (I*SVIWX JSV WLSVX TIVMSHW SJ XMQI

9WI SJ W]WXIQ [IPPW EX LMKLIV VEXIW JSV WLSVX TIVMSHW SJ XMQI

-R EHHMXMSR EW HMWGYWWIH PEXIV MR XLMW GLETXIV 9;2= MW GSRXMRYMRK XS MQTVSZI MXW W]WXIQ XS IRLERGI MXW EFMPMX] XS QIIX TIEO HIQERHW

7=78)1 6)0-%&-0-8=

LMPISZIVEPP 9;2=vW 6SGOPERH 'SYRX][EXIV WYTTP]W]WXIQ GER QIIXGYVVIRXHIQERHW JSV

[EXIV HYVMRK XLI TIEO WYQQIVIEVP] JEPP WIEWSR QIIXMRK XLI MRGVIEWIH HIQERH GER FI HMJJMGYPX

YVXLIVQSVI HIWTMXI XLI VSFYWXRIWW ERH JPI\MFMPMX] SJ XLI W]WXIQ MX GER FI PIWW VIPMEFPI HYVMRK TIVMSHW [MXL PS[ TVIGMTMXEXMSR

9;2=vW I\MWXMRK [EXIV WYTTP] W]WXIQ MW TEVXMGYPEVP] ZYPRIVEFPI XS XLI IJJIGXW SJ E HVSYKLX

WMRGI MXW [EXIV WYTTPMIW EVI EPP JVSQ XLI WEQI KISKVETLMG EVIE MI 6SGOPERH 'SYRX] 8LYW

6SGOPERH 'SYRX]vW I\MWXMRK [EXIV WYTTP] W]WXIQ MW EPQSWX GSQTPIXIP] HITIRHIRX SR VEMRJEPP

[MXLMRXLIGSYRX]vWFSYRHEVMIWERHEPPWYTTPMIWEVIXLIVIJSVIWMQYPXERISYWP]EJJIGXIHF]HVSYKLX

GSRHMXMSRW %W RSXIH EFSZI XLI 6EQETS :EPPI] ;IPP *MIPH MW XLI QSWX WYWGITXMFPI XS TIVMSHMG HV] WTIPPW WLSVXXIVQ HVSYKLXW ERH TVSPSRKIH [EXIV WLSVXEKI WMRGI MX MW L]HVEYPMGEPP] PMROIH XS XLI JPS[ MR XLI 6EQETS 6MZIV ERH MW RSX TIVQMXXIH XS STIVEXI EX EPP HYVMRK ZIV] PS[JPS[

GSRHMXMSRW MR XLI 6EQETS 6MZIV 7YTTP] [IPPW QE] FI PIWW WYWGITXMFPI XS HV] GSRHMXMSRW FYX HYVMRK TVSPSRKIH HV] TIVMSHW EVI EPWS EHZIVWIP] EJJIGXIH -X MW X]TMGEPP] RSX TSWWMFPI XS TYQT

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STIVEXIH JSV PSRK TIVMSHW SJ XMQI [MXLSYX EPPS[MRK wVIWXx TIVMSHW JSV XLI [IPPW XS VIGLEVKI

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0SRKXIVQ TVIGMTMXEXMSR VIGSVHW MRHMGEXI XLEX XLI 2SVXLIEWX 97 I\TIVMIRGIW E WLSVXXIVQ HVSYKLX E HVSYKLX [MXL E HYVEXMSR SJ SRI XS XLVII QSRXLW SRGI IZIV] X[S SV XLVII ]IEVW SR EZIVEKI [LMPI PSRKIV HVSYKLXW HVSYKLXW PSRKIV XLER XLVII QSRXLW SGGYV SRGI IZIV] XS

]IEVW 8LIVI MW MRGVIEWMRK GSRGIVR XLEX KPSFEP GPMQEXI GLERKI QE] FVMRK KVIEXIV JPYGXYEXMSRW MR

[IEXLIV GSRHMXMSRW MRGPYHMRK QSVI JVIUYIRX SV WIZIVI HVSYKLX GSRHMXMSRW SV QSVI JVIUYIRX WXSVQ IZIRXW 8LI WEJI ]MIPH SJ XLI W]WXIQ [LMGL [EW HIWMKRIH FEWIH SR XLI [SVWX HVSYKLX SJ VIGSVH HSIW RSX EGGSYRX JSV GSRHMXMSRW XLEX QMKLX SGGYV WLSYPH E WXMPP [SVWI HVSYKLX SGGYV

(YVMRK TIVMSHW SJ [EXIV WLSVXEKIW 6'(3, MQTPIQIRXW IQIVKIRG] QIEWYVIW XS VIHYGI [EXIV HIQERH 9;2= HSIW RSX LEZI XLI VIKYPEXSV] EYXLSVMX] XS QERHEXI SV VIKYPEXI [EXIV GSRWIVZEXMSR F] MXW GYWXSQIVW HYVMRK HVSYKLX SV RSRHVSYKLX GSRHMXMSRW 3ZIV XLI TEWX ]IEVW

6SGOPERH 'SYRX] LEW JEGIH HVSYKLXVIPEXIH [EXIV YWI VIWXVMGXMSRW JMZI XMQIW XLVII SJ XLSWI XMQIW LEZI SGGYVVIH MR XLI TEWX ]IEVW )QIVKIRG] HVSYKLX GSRHMXMSRW [IVI MR TPEGI JSV WIZIVEP QSRXLW MR FSXL ERH ERH JSV QSWX SJ XLI ]IEV MR -R EHHMXMSR FSXL ERH

[IVI TEVXMGYPEVP] HV] EPXLSYKL HVSYKLX VIWXVMGXMSRW [IVI EZSMHIH MR FSXL ]IEVW

'

' )<-78-2+ %2( *9896) ;%8)6 ()1%2(

9;2=vW 6SGOPERH 'SYRX] WYTTP] W]WXIQ GYVVIRXP] TVSZMHIW [EXIV JSV E TVIHSQMRERXP]

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

%8)6 ()1%2( ',%6%'8)6-78-'7 8LMW WIGXMSR HIWGVMFIW XLI I\MWXMRK [EXIV HIQERH TEXXIVRW ERH XVIRHW JSV 9;2=vW 6SGOPERH

'SYRX] [EXIV WYTTP] W]WXIQ 8LIWI MRGPYHI XLI HIQERH JSV [EXIV SR ER ERRYEP EZIVEKI FEWMW EW

[IPP EW HYVMRK XLI TIEO TIVMSH GSRWMHIVEXMSR SJ XLI X]TIW SJ GYWXSQIVW [LS YWI XLI [EXIV XLI IJJIGXW SJ GSRWIVZEXMSR SR [EXIV HIQERH ERH XLI GSRXVMFYXMSR SJ wRSRVIZIRYI [EXIVx XS XLEX

HIQERH

)<-78-2+ ;%8)6 ()1%2( 4%88)627 %2( 86)2(7 7MQMPEV XS XLI HMWGYWWMSR SJ XLI GETEGMX] SJ XLI [EXIV WYTTP] W]WXIQ [LMGL GSRWMHIVW XLI EZIVEKI WYTTP] GETEGMX] ERH TIEO WYTTP] GETEGMX] SJ XLI [EXIV W]WXIQ XLI HMWGYWWMSR SJ [EXIV GSRWYQTXMSR GSRWMHIVW XLI EZIVEKI HIQERH ERH XLI TIEO HIQERH

%ZIVEKI HIQERH 8S IZEPYEXI XLI WYWXEMRIH HIQERH SR [EXIV VIWSYVGIW SZIV ER I\XIRHIH TIVMSH SJ XMQI XLI EZIVEKI HIQERH MW GSRWMHIVIH 1IEWYVIW YWIH MRGPYHI XLI ERRYEP EZIVEKI HIQERH [LMGL MW XLI XSXEP EQSYRX SJ [EXIV YWIH MR E ]IEV HMZMHIH F] XLI RYQFIV SJ HE]W WS XLEX MX MW I\TVIWWIH MR QKH 7MQMPEVP] XLI QSRXLP] EZIVEKI HIQERH EPWS MR QKH GER FI GSRWMHIVIH XS IZEPYEXI XLI HIQERH SR [EXIV VIWSYVGIW SR E QSRXLP] FEWMW

4IEO HIQERH 4IEO HIQERH MW XLI QE\MQYQ HEMP] HIQERH MI XLI EQSYRX SJ [EXIV YWIH SR XLI WMRKPI HE] SJ LMKLIWX HIQERH

%WHMWGYWWIHPEXIVMRXLMWWIGXMSRXLI[EXIVHIQERHMR9;2=vW6SGOPERH'SYRX]WIVZMGIEVIE

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[EXIV HIQERH FYX GSRWMHIVEXMSR QYWX EPWS FI KMZIR XS XLI TIEOW VIEGLIH HYVMRK XLEX XMQI

3ZIV XLI TEWX ]IEVW XLIVI LEW FIIR E KIRIVEP XVIRH XS[EVH MRGVIEWIH ERRYEP EZIVEKI HEMP] ERH TIEO HEMP] [EXIV HIQERH -R XLI ERRYEP EZIVEKI [EXIV HIQERH [EW QKH &]

EZIVEKI [EXIV YWEKI [EW EX MXW LMKLIWX SZIV XLI ]IEV TIVMSH [MXL ERRYEP EZIVEKI HEMP]

HIQERH EX QKH 3ZIV XLI ]IEV TIVMSH SJ zFYX I\GPYHMRK HVSYKLX]IEVW SJ

ERH [LIR QERHEXSV] [EXIV VIWXVMGXMSRW VIWYPXIH MR PS[IV [EXIV GSRWYQTXMSR

XLI ERRYEP EZIVEKI [EXIV HIQERH [EW QKH-RGSRXVEWXSZIVXLITIVMSHSJzXLI

ERRYEP EZIVEKI HEMP] [EXIV HIQERH [EW QKH I\GPYHMRK XLI HVSYKLX ]IEV SJ [LIR

[EXIV YWI VIWXVMGXMSRW [IVI FIMRK IRJSVGIH F] 6'(3, XLI EZIVEKI HEMP] [EXIV HIQERH [EW

QKH

(YVMRK ]IEVW [LIR QERHEXSV] HVSYKLX VIWXVMGXMSRW EVI IRJSVGIH F] XLI 6'(3, [EXIV GSRWYQTXMSR MW PS[IV XLER RSVQEP ERH HSIW RSX VIJPIGX X]TMGEP [EXIV GSRWYQTXMSR MR 6SGOPERH 'SYRX]

'

8LIVI MW KVIEX ZEVMEFMPMX] XLEX SGGYVW JVSQ ]IEV XS ]IEV MR XIVQW SJ TIEO HIQERH ERH E [MHI VERKI FIX[IIR XLI TIEO HE] HIQERH ERH XLI EZIVEKI HE] HIQERH MR E KMZIR ]IEV 4IEO HIQERHW X]TMGEPP] SGGYV HYVMRK XLI WYQQIVIEVP] JEPP ERH EZIVEKI QSRXLP] [EXIV HIQERH HYVMRK XLI JSYVQSRXL TIVMSH SJ .YRI XLVSYKL 7ITXIQFIV MW X]TMGEPP] XS TIVGIRX LMKLIV XLER EZIVEKI QSRXLP] [EXIV HIQERH HYVMRK XLI VIWX SJ XLI ]IEV 7YQQIV HIQERH XIRHW XS FI LMKLIV FIGEYWI SJ XLI [EXIV YWI TEXXIVRW MR 9;2=vW WIVZMGI EVIE{GYWXSQIVW MR 6SGOPERH 'SYRX] YWI QSVI

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prepared in coordination with , showed a growth of almost 57,000 people (20 percent) between 2000 and 2035, for a total population of 343,636 by 2035.

During development of the recently completed Rockland County Comprehensive Plan, the Rockland County Department of Planning also prepared a -

the future growth potential of the county under existing zoning.1 The analysis considered existing zoning, existing development patterns, and constraints that restrict development, such as existing structures, parks and institutions, steep slopes, water bodies, and wetlands.

The build-out analysis did not make adjustments for future changes in zoning or variances that might be granted and that could intensify the density of development that occurs, although such changes can reasonably be anticipated in the future. On the basis of this build-out analysis, Rockland County estimated the potential for 17,948 additional housing units to be developed in the county based on current zoning and constraints and without any changes to or variances from zoning.2 The Rockland County Comprehensive Plan notes the following about the build-out analysis: The build out analysis is a potential saturation point scenario that assumes all of the undeveloped residentially zoned land in Rockland County is actually developed; this information is a guide and does not suggest actual, or desired, building levels. In fact, it is highly unlikely that a full build out would occur in the foreseeable future, as remaining land tends to be less desirable in terms of ease and cost of development because of such limiting elements as wetlands, floodplains and steep slopes, multiple ownership, varying estate issues and a lack of land actually for sale. For more accurate and realistic growth projections, a number of factors should be examined such as population forecasts, household size estimates and economic growth opportunities. 3

2. Adjustment for UWNY service area. The future population forecasts were adjusted to reflect the portion of Rockland County that is located within UWNY areas not served by UWNY the Villages of Suffern, Nyack, and South Nyack were removed).

3. Identification of water demand characteristics. The water demand patterns, based on billing records by account type and on production volumes, in the UWNY service area over the previous 10 years (2000 2009, both with and without the drought year of 2002) were reviewed together with the estimates of population, households, and employment for those years to identify the average water demand (in gpd) per person, per household, and per employee.

4. Projection of future water demand. The water demand characteristics identified in step 3, which were on a per capita basis, were then applied to the future population projections 1

Rockland Tomorrow: Rockland County Comprehensive Plan. Rockland County, adopted March 1, Included as Appendix 20.1 of the Haverstraw Water Supply Project DEIS 2

The Rockland County build-out analysis did not assume redevelopment of the Ambrey Pond lands. As shown in the Rockland County Comprehensive Plan (page 65), this land was considered to have little or no development potential. Therefore, the estimated 50 residential units that could potentially be developed on the Ambrey Pond lands if the Proposed Project is approved, and if the Ambrey Pond lands are redeveloped would be in addition to the 17,948 units.

3 Rockland Tomorrow: Rockland County Comprehensive Plan. Rockland County, adopted March 1, C.2-28 Revised December 2011

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capacity resulting from infrastructure improvements. Theoretical increases or those based on change of operation without physical change are not counted toward satisfaction of the supply 1

Tables C.2-7 and C.2-8 also indicate the volume increases already achieved (as of June 30, 2011) in accordance with the commitments required by the 2006 Rate Order. As shown in the tables, a total of 5.94 mgd in additional peak capacity and 0.9 mgd in average capacity has been added to the system since 2006. The peak capacity increases were achieved through improvements to pumps and treatment facilities at a number of system wells, construction of a new booster pump station, and by the improvement of the Letchworth Reservoirs water treatment plant to increase its capacity from 1.0 to 3.0 mgd.

Table C.2-7 Peak Volume Commitments and Peak System Capacity Required by 2006 and 2010 Rate Orders through 2015 (mgd)

Actual Peak Target Target Total System Supply Actual Peak Incremental Cumulative Peak Capacity Cumulative Supply Increase to Addition to with Target Increase Capacity with Year Peak Supply Peak Supply Increase Achieved Increase 2006 (Baseline) 45.5 45.5 2007 3.4 3.4 48.9 4.02 49.52 2008 0.5 3.9 49.4 4.45 49.95 2009 0.4 4.3 49.8 5.83 51.33 2010 49.8 5.94 51.44 2011 0.9 5.2 50.7 2012 50.7 2013 0.9 6.1 51.6 2014 51.6 2015 1 7.1 52.6 Notes: 2006 peak supply capacity consisted of the following: Lake DeForest at 20 mgd, Ramapo Valley Well Field at 4 mgd; system wells at 20.5 mgd; Letchworth Reservoirs at 1 mgd.

As defined in the 2006 Rate Order (Exhibit 11 to the 2006 Joint Proposal) and the 2010 Rate inable for Supply commitments achieved are as of June 30, 2011.

1 2010 Joint Proposal, Appendix 7.

C.2-33 Revised December 2011

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