THE CITY DEPARTMENT OF ENVIRONMENTAL PROTECTION BUREAU OF ENGINEERING DESIGN & CONSTRUCTION

CEQR NO. 06DEP018U

NEW REHABILITATION PROGRAM

ENVIRONMENTAL ASSESSMENT FORM

Bureau of Environmental Planning and Analysis 59-17 Junction Blvd. 11th fl. Flushing, NY 11373

Prepared by: PB Americas, Inc. 1 Penn Plaza, 3rd Floor New York, New York 10119

June 2007

617.20 Appendix A State Environmental Quality Review FULL ENVIRONMENTAL ASSESSMENT FORM

Purpose: The full EAF is designed to help applicants and agencies determine, in an orderly manner, whether a project or action may be significant. The question of whether an action may be significant is not always easy to answer. Frequently, there are aspects of a project that are subjective or unmeasurable. It is also understood that those who determine significance may have little or no formal knowledge of the environment or may not be technically expert in environmental analysis. In addition, many who have knowledge in one particular area may not be aware of the broader concerns affecting the question of significance. The full EAF is intended to provide a method whereby applicants and agencies can be assured that the determination process has been orderly, comprehensive in nature, yet flexible enough to allow introduction of information to fit a project or action.

Full EAF Components: The full EAF is comprised of three parts:

Part 1: Provides objective data and information about a given project and its site. By identifying basic project data, it assists a reviewer in the analysis that takes place in Parts 2 and 3.

Part 2: Focuses on identifying the range of possible impacts that may occur from a project or action. It provides guidance as to whether an impact is likely to be considered small to moderate or whether it is a potentially-large impact. The form also identifies whether an impact can be mitigated or reduced.

Part 3: If any impact in Part 2 is identified as potentially-large, then Part 3 is used to evaluate whether or not the impact is actually important.

THIS AREA FOR LEAD AGENCY USE ONLY

DETERMINATION OF SIGNIFICANCE -- Type 1 and Unlisted Actions

✔ Identify the Portions of EAF completed for this project: ✔ Part 1✔ Part 2 Part 3 Upon review of the information recorded on this EAF (Parts 1 and 2 and 3 if appropriate), and any other supporting information, and considering both the magnitude and importance of each impact, it is reasonably determined by the lead agency that:

■ A. The project will not result in any large and important impact(s) and, therefore, is one which will not have a significant impact on the environment, therefore a negative declaration will be prepared.

B. Although the project could have a significant effect on the environment, there will not be a significant effect for this Unlisted Action because the mitigation measures described in PART 3 have been required, therefore a CONDITIONED negative declaration will be prepared.*

C. The project may result in one or more large and important impacts that may have a significant impact on the environment, therefore a positive declaration will be prepared.

*A Conditioned Negative Declaration is only valid for Unlisted Actions New Croton Aqueduct Rehabilitation and Inspection Program; CEQR No. 06DEP018U Name of Action Department of Environmental Protection Name of Lead Agency

Angela Licata Deputy Commissioner Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer

Signature of Responsible Officer in Lead Agency Signature of Preparer (If different from responsible officer)

Date 1-1 PART 1--PROJECT INFORMATION Prepared by Project Sponsor

NOTICE: This document is designed to assist in determining whether the action proposed may have a significant effect on the environment. Please complete the entire form, Parts A through E. Answers to these questions will be considered as part of the application for approval and may be subject to further verification and public review. Provide any additional information you believe will be needed to complete Parts 2 and 3.

It is expected that completion of the full EAF will be dependent on information currently available and will not involve new studies, research or investigation. If information requiring such additional work is unavailable, so indicate and specify each instance.

Name of Action New Croton Aqueduct Rehabilitation Program (Contract CRO-334); CEQR No. 06DEP018U

Location of Action (include Street Address, Municipality and County)

Along alignment of New Croton Aqueduct in Westchester County, NY and New York City, NY.

Name of Applicant/Sponsor New York City Department of Environmental Protection; Paul D. Smith

Address 5th Floor Low Rise - Lefrak, 96-05 Horace Harding Expressway

City / PO Corona State NY Zip Code 11368-5107

Business Telephone (718) 595-6080

Name of Owner (if different) New York City Department of Environmental Protection; Steven W. Lawitts

Address 19th Floor High Rise Lefrak, 96-05 Horace Harding Expressway

City / PO Corona State NY Zip Code 11368

Business Telephone (718) 595-6576

Description of Action: See Section 2.0, "Background, Purpose and Need, and Project Description"

1-2 Please Complete Each Question--Indicate N.A. if not applicable

A. SITE DESCRIPTION Physical setting of overall project, both developed and undeveloped areas.

1. Present Land Use: Urban Industrial Commercial Residential (suburban) Rural (non-farm)

Forest Agriculture ✔ Other See Attachment A

2. Total acreage of project area:Approx. 4.00 acres. See Attachment A

APPROXIMATE ACREAGE PRESENTLY AFTER COMPLETION

Meadow or Brushland (Non-agricultural) 0 acres0 acres

Forested 0.75 acres0.75 acres

Agricultural (Includes orchards, cropland, pasture, etc.) 0 acres0 acres

Wetland (Freshwater or tidal as per Articles 24,25 of ECL) 0 acres0 acres

Water Surface Area 0 acres 0 acres

Unvegetated (Rock, earth or fill) 0 acres0 acres

Roads, buildings and other paved surfaces 0.25 acres0.25 acres

Other (Indicate type) See Attachment A 3.00 acres3.00 acres

3. What is predominant soil type(s) on project site?

a. Soil drainage:✔ Well drained 52 % of site✔ Moderately well drained 40 % of site.

✔ Poorly drained 8 % of site See Attachment A for specifics by site

b. If any agricultural land is involved, how many acres of soil are classified within soil group 1 through 4 of the NYS Land Classification System? N.A. acres (see 1 NYCRR 370).

4. Are there bedrock outcroppings on project site?■ Yes No See Attachment A a. What is depth to bedrockvaries (in feet)

5. Approximate percentage of proposed project site with slopes:

✔ 0-10%87 %✔ 10- 15% 5 %✔ 15% or greater 8 % See Attachment A

6. Is project substantially contiguous to, or contain a building, site, or district, listed on the State or National Registers of Historic Places? Yes■ No The Aqueduct and associated structures are eligible for listing. 7. Is project substantially contiguous to a site listed on the Register of National Natural Landmarks? Yes■ No

8. What is the depth of the water table?varies (in feet) See Attachment A

■ 9. Is site located over a primary, principal, or sole source aquifer? Yes No

■ 10. Do hunting, fishing or shell fishing opportunities presently exist in the project area? Yes No

1-3 ■ 11. Does project site contain any species of plant or animal life that is identified as threatened or endangered? Yes No

According to: NYS Dept of Environmental Conservation - Natural Heritage Program

Identify each species: NYSDEC Natural Heritage Program has identified state-listed endangered or threatened species in the vicinity of Shafts Nos. 1, 2, 8, 9, 14, 18, 19-5/8, and 20.

12. Are there any unique or unusual land forms on the project site? (i.e., cliffs, dunes, other geological formations?

■ Yes No

Describe: A cliff is located near Shaft No. 25 in , New York City.

13. Is the project site presently used by the community or neighborhood as an open space or recreation area?

■ Yes No

If yes, explain: Shaft No. 19 (located in Conor Park, Yonkers)would temp. use an area of 0.05 acre; Shaft Nos. 19-5/8 and 20 (located in , NYC) would temp. use a combined area of 0.9 acre; Shaft No.25 (located in Highbridge Park, NYC) would temp. use an area of 0.08 acre. Shaft No. 26 (located in Highbridge Park, NYC) would use an existing structure. These shafts are not intended for public use or recreation.

14. Does the present site include scenic views known to be important to the community?■ Yes No Shaft No. 25, located in Highbridge Park, NYC, lies atop an existing structure located within a cliff above Drive, with scenic views to the Harlem River below and the Alexander Hamilton and Washington Bridges, beyond.

15. Streams within or contiguous to project area: Unnamed (Shaft Nos. 2,14), Welker's Brook (Shaft No. 9), (Shaft No. 9), (Shafts No. 14), Tibbett's Brook (Shaft No. 18), Harlem River (Shaft Nos. 24, 24A, 25).

a. Name of Stream and name of River to which it is tributary Unnamed stream at Shaft No. 2 is a tributary to New Croton Res. Unnamed stream near Shaft No. 14 is a tributary to Saw Mill River. Welker's Brook is a tributary to Pocantico River. Pocantico River is a tributary to . Saw Mill River is a tributary to Hudson River. Tibbett's Brook is a tributary to Hudson River.

16. Lakes, ponds, wetland areas within or contiguous to project area: New Croton (Croton Lake Gate House) (Shaft No. 21) Shaft Nos. 1, 2, 8, 9, 18, 19-5/8, and 20 have adjacent wetland areas.

b. Size (in acres): - 2,182 acres. Jerome Park Reservoir - 83 acres. Wetland near Shaft No. 1 - approx. 0.50 acres. Wetlands near Shaft No. 2 - approx. 0.90 acres. Wetlands near Shaft No. 8 - less than 1 acre. Wetlands near Shaft No. 9 - approx. 0.1 acres. Wetlands near Shaft No. 18 - approx. 0.9 acres. Wetlands near Shaft No. 19-5/8 - less than 1 acre. Wetlands near Shaft No. 20 - less than 1 acre. Shaft Nos. 3, 4, 6, 9, 10, ■ 17. Is the site served by existing public utilities? Yes No 14, 18, JPR, 24A, 26, 33, and ■ a. If YES, does sufficient capacity exist to allow connection? Yes No CLGH

b. If YES, will improvements be necessary to allow connection? Yes■ No

18. Is the site located in an agricultural district certified pursuant to Agriculture and Markets Law, Article 25-AA, Section 303 and 304?■ Yes No Shaft No. 9 19. Is the site located in or substantially contiguous to a Critical Environmental Area designated pursuant to Article 8 of the ECL, and 6 NYCRR 617? Yes ■ No

20. Has the site ever been used for the disposal of solid or hazardous wastes? Yes■ No

B. Project Description

1. Physical dimensions and scale of project (fill in dimensions as appropriate). See Attachment A

a. Total contiguous acreage owned or controlled by project sponsor: acres. See Attachment A

b. Project acreage to be developed: N.A acres initially; N.A. acres ultimately.

c. Project acreage to remain undeveloped: N.A. acres.

d. Length of project, in miles:31 miles (if appropriate)

e. If the project is an expansion, indicate percent of expansion proposed.N.A %

f. Number of off-street parking spaces existingN.A. ; proposed N.A.

g. Maximum vehicular trips generated per hour:N.A. (upon completion of project)?

h. If residential: Number and type of housing units:

One Family Two Family Multiple Family Condominium

Initially N.A. N.A. N.A. N.A.

Ultimately N.A. N.A. N.A. N.A.

i. Dimensions (in feet) of largest proposed structure:N.A. height;N.A. width;N.A. length.

j. Linear feet of frontage along a public thoroughfare project will occupy is?varies ft. See Attachment A

2. How much natural material (i.e. rock, earth, etc.) will be removed from the site? 0 tons/cubic yards.

3. Will disturbed areas be reclaimed■ Yes No N/A

a. If yes, for what intended purpose is the site being reclaimed? Soils removed from around a shaft cover, up to 3 feet in depth at some locations, would be re-used for grading and burying new shaft covers.

b. Will topsoil be stockpiled for reclamation?■ Yes No

■ c. Will upper subsoil be stockpiled for reclamation? Yes No

4. How many acres of vegetation (trees, shrubs, ground covers) will be removed from site? 0.75 acres.

1-5 5. Will any mature forest (over 100 years old) or other locally-important vegetation be removed by this project?

Yes■ No

6. If single phase project: Anticipated period of construction: 11 months, (including demolition)

7. If multi-phased:

a. Total number of phases anticipated (number)

b. Anticipated date of commencement phase 1: month year, (including demolition)

c. Approximate completion date of final phase: month year.

d. Is phase 1 functionally dependent on subsequent phases? Yes No

8. Will blasting occur during construction? Yes■ No

9. Number of jobs generated: during construction200-250 ; after project is complete 0

10. Number of jobs eliminated by this project0 .

11. Will project require relocation of any projects or facilities?■ Yes No

If yes, explain:

Work at Shaft No. 14 would require temporary relocation of a portion of a parking lot -- replacement parking spaces would be provided by constructing a permanent parking lot addition. Work at Shaft Nos. 22, 28, 29, & 33 would require temporary maintenance and protection of traffic and pedestrians measures. .

12. Is surface liquid waste disposal involved?■ Yes No

a. If yes, indicate type of waste (sewage, industrial, etc) and amount NCA (drinking water) - approx. 185 million gallons

b. Name of water body into which effluent will be discharged Harlem River and storm drain to combined sewer at JPR

13. Is subsurface liquid waste disposal involved? Yes■ No Type

14. Will surface area of an existing water body increase or decrease by proposal?■ Yes No

If yes, explain:

Jerome Park Reservoir (255 million gallons) would be drained to storm drain for duration of project. JPR would be re-filled once in-tunnel work in the pressurized section of the NCA is complete (September 2009).

15. Is project or any portion of project located in a 100 year flood plain?■ Yes No (Croton Lake Gate House and Shaft No.9)

16. Will the project generate solid waste?■ Yes No

a. If yes, what is the amount per month? 900 tons (approx.; waste consists mostly of sediment from Shafts 9,14,18,25)

b. If yes, will an existing solid waste facility be used?■ Yes No

c. If yes, give namePermitted disposal facility ; location Contractor to determine

d. Will any wastes not go into a sewage disposal system or into a sanitary landfill? Yes■ No

1-6 e. If yes, explain:

N.A.

■ 17. Will the project involve the disposal of solid waste? Yes No

a. If yes, what is the anticipated rate of disposal? 500 tons/month. (peak; mostly sediment from Shaft Nos. 9, 14, 18, and 25.)

b. If yes, what is the anticipated site life?N.A. years.

18. Will project use herbicides or pesticides? Yes■ No

19. Will project routinely produce odors (more than one hour per day)? Yes■ No

20. Will project produce operating noise exceeding the local ambient noise levels?■ Yes No (Fans at CLGH, JPR, and Shaft Nos.

■ 11A, 11B, 23, and 26 will run during 21. Will project result in an increase in energy use? Yes No work hours for duration of project.)

If yes, indicate type(s)

Ventilation fans would be hooked up to existing electrical utility connections at ventilation shaft sites for the temporary construction period. Shaft Nos. 11A, 11B, and 23 would be an exception, where a temporary connection would be established. Fan energy use is anticipated to be negligible.

22. If water supply is from wells, indicate pumping capacity N.A. gallons/minute.

23. Total anticipated water usage per day N.A. gallons/day.

24. Does project involve Local, State or Federal funding?■ Yes No

If yes, explain:

New York City Department of Environmental Protection funding New York State Revolving Loan Fund

1-7 25. Approvals Required: Type Submittal Date

See Attachment B ■ ■ City, Town, Village Board Yes No

See Attachment B ■ City, Town, Village Planning Board Yes No

■ City, Town Zoning Board Yes No

See Attachment B ■ City, County Health Department Yes No

■ ■ See Attachment B Other Local Agencies Yes No

See Attachment B ■ Other Regional Agencies Yes No

See Attachment B State Agencies■ Yes No

See Attachment B Federal Agencies■ Yes No

C. Zoning and Planning Information

1. Does proposed action involve a planning or zoning decision?■ Yes No

If Yes, indicate decision required:

Zoning amendment Zoning variance New/revision of master plan Subdivision

Site plan Special use permit Resource management plan■ Other (Planning Board Approval)

1-8 2. What is the zoning classification(s) of the site?

See Attachment A

3. What is the maximum potential development of the site if developed as permitted by the present zoning? N.A.

4. What is the proposed zoning of the site?

N.A.

5. What is the maximum potential development of the site if developed as permitted by the proposed zoning? N.A.

6. Is the proposed action consistent with the recommended uses in adopted local land use plans?■ Yes No

No change in land use is required for the proposed action.

7. What are the predominant land use(s) and zoning classifications within a ¼ mile radius of proposed action?

See Attachment A

8. Is the proposed action compatible with adjoining/surrounding land uses with a ¼ mile?■ Yes No

9. If the proposed action is the subdivision of land, how many lots are proposed? N.A.

a. What is the minimum lot size proposed? N.A.

1-9 10. Will proposed action require any authorization(s) for the formation of sewer or water districts? Yes■ No

N.A.

11. Will the proposed action create a demand for any community provided services (recreation, education, police, fire protection?

Yes■ No

a. If yes, is existing capacity sufficient to handle projected demand? Yes No

N.A.

■ 12. Will the proposed action result in the generation of traffic significantly above present levels? Yes No

a. If yes, is the existing road network adequate to handle the additional traffic. Yes No

N.A.

D. Informational Details

Attach any additional information as may be needed to clarify your project. If there are or may be any adverse impacts associated with your proposal, please discuss such impacts and the measures which you propose to mitigate or avoid them.

E. Verification

I certify that the information provided above is true to the best of my knowledge.

Applicant/Sponsor Name Paul D. Smith, P.E. Date O

Signature

Title Chief, Upstate Water Supply Treatment and Facilities Division, New York City Department of Environmental Protection

If the action is in the Coastal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment.

1-10 PART 2 - PROJECT IMPACTS AND THEIR MAGNITUDE Responsibility of Lead Agency

General Information (Read Carefully) ! In completing the form the reviewer should be guided by the question: Have my responses and determinations been reasonable? The reviewer is not expected to be an expert environmental analyst. ! The Examples provided are to assist the reviewer by showing types of impacts and wherever possible the threshold of magnitude that would trigger a response in column 2. The examples are generally applicable throughout the State and for most situations. But, for any specific project or site other examples and/or lower thresholds may be appropriate for a Potential Large Impact response, thus requiring evaluation in Part 3. ! The impacts of each project, on each site, in each locality, will vary. Therefore, the examples are illustrative and have been offered as guidance. They do not constitute an exhaustive list of impacts and thresholds to answer each question. ! The number of examples per question does not indicate the importance of each question. ! In identifying impacts, consider long term, short term and cumulative effects.

Instructions (Read carefully) a. Answer each of the 20 questions in PART 2. Answer Yes if there will be any impact. b. Maybe answers should be considered as Yes answers. c. If answering Yes to a question then check the appropriate box(column 1 or 2)to indicate the potential size of the impact. If impact threshold equals or exceeds any example provided, check column 2. If impact will occur but threshold is lower than example, check column 1. d. Identifying that an Impact will be potentially large (column 2) does not mean that it is also necessarily significant. Any large impact must be evaluated in PART 3 to determine significance. Identifying an impact in column 2 simply asks that it be looked at further. e. If reviewer has doubt about size of the impact then consider the impact as potentially large and proceed to PART 3. f. If a potentially large impact checked in column 2 can be mitigated by change(s) in the project to a small to moderate impact, also check the Yes box in column 3. A No response indicates that such a reduction is not possible. This must be explained in Part 3.

1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change

Impact on Land

1. Will the Proposed Action result in a physical change to the project site? NO YES ■

Examples that would apply to column 2 Any construction on slopes of 15% or greater, (15 foot ■ ■ Yes No rise per 100 foot of length), or where the general slopes in the project area exceed 10%.

Construction on land where the depth to the water table ■ ■ Yes No is less than 3 feet.

Construction of paved parking area for 1,000 or more Yes No vehicles.

Construction on land where bedrock is exposed or Yes No generally within 3 feet of existing ground surface.

Construction that will continue for more than 1 year or Yes No involve more than one phase or stage.

Excavation for mining purposes that would remove Yes No more than 1,000 tons of natural material (i.e., rock or soil) per year.

1-11 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change

Construction or expansion of a santary landfill. Yes No

Construction in a designated floodway. ■ ■ Yes No

Other impacts: Yes No

Refer to Section 5.0, "Environmental Analyses for NCA Shafts"

2. Will there be an effect to any unique or unusual land forms found on the site? (i.e., cliffs, dunes, geological formations, etc.) NO■ YES

Specific land forms: ■ Yes■ No

The Shaft No. 25 is an existing, below-grade structure which was constructed into a cliff along the Harlem River. The structure extends over the crest of the cliff, but the shaft itself is seated away from the crest. Construction would be set back from the cliff and potential impacts are not anticipated. Refer to Subsection 5.3.30. Impact on Water

3. Will Proposed Action affect any water body designated as protected? (Under Articles 15, 24, 25 of the Environmental Conservation Law, ECL) NO■ YES

Examples that would apply to column 2 Developable area of site contains a protected water body. ■ Yes■ No

Dredging more than 100 cubic yards of material from channel of Yes No a protected stream.

Extension of utility distribution facilities through a protected water Yes No body.

Construction in a designated freshwater or tidal wetland. Yes No

Other impacts: ■ ■ Yes No

A Storm Prevention Plan (SWPPP) would be implemented to prevent impacts to protected water bodies. (Refer to Subsection 5.2.8)

4. Will Proposed Action affect any non-protected existing or new body of water? NO■ YES

Examples that would apply to column 2 A 10% increase or decrease in the surface area of any body of ■ Yes■ No water or more than a 10 acre increase or decrease.

Construction of a body of water that exceeds 10 acres of surface Yes No area.

Other impacts: ■ ■ Yes No

Unnamed stream (Shaft No. 2), Welker's Brook (Shaft No. 9) would not be significantly impacted by construction. A SWPPP would be implemented to prevent impacts to non-protected water bodies (Subsections 5.3.3 and 5.3.9). Jerome Park Reservoir would be drained during construction (Refer to Section 3.0). 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change

5. Will Proposed Action affect surface or groundwater quality or quantity? NO■ YES

Examples that would apply to column 2 Proposed Action will require a discharge permit. ■ ■ Yes No

Proposed Action requires use of a source of water that does not Yes No have approval to serve proposed (project) action.

Proposed Action requires water supply from wells with greater Yes No than 45 gallons per minute pumping capacity.

Construction or operation causing any contamination of a water ■ ■ Yes No supply system.

■ Proposed Action will adversely affect groundwater. ■ Yes No

Liquid effluent will be conveyed off the site to facilities which Yes No presently do not exist or have inadequate capacity.

Proposed Action would use water in excess of 20,000 gallons Yes No per day.

Proposed Action will likely cause siltation or other discharge into ■ ■ Yes No an existing body of water to the extent that there will be an obvious visual contrast to natural conditions.

Proposed Action will require the storage of petroleum or Yes No chemical products greater than 1,100 gallons.

Proposed Action will allow residential uses in areas without Yes No water and/or sewer services.

Proposed Action locates commercial and/or industrial uses Yes No which may require new or expansion of existing waste treatment and/or storage facilities.

Other impacts: ■ Yes■ No

Aqueduct water (up to 185 million gallons) would be discharged to the Harlem River through Shaft No. 25 at a rate of up to 60 MGD. NYCDEP maintains an NYSDEC SPDES Permit (# NY 020 0859) for this discharge into the river. No additional permit would be required (Refer to Section 3.0). Also see Section 3.0 for a discussion of water supply, Section 4.2.5 for groundwater information, and Section 5.0 and individual shaft subsections for siltation discussions.

1-13 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change

6. Will Proposed Action alter drainage flow or patterns, or surface water runoff? NO■ YES

Examples that would apply to column 2 Proposed Action would change flood water flows Yes No

Proposed Action may cause substantial erosion. Yes No

Proposed Action is incompatible with existing drainage patterns. Yes No

Proposed Action will allow development in a designated Yes No floodway.

Other impacts: ■ ■ Yes No

A temporary culvert would be placed in an unnamed drainage ditch at Shaft No. 19-5/8 to provide access over existing drainage ditch and maintain current drainage conditions. No significant adverse impact from this culvert is anticipated. Refer to Subsection 5.3.24.

IMPACT ON AIR

7. Will Proposed Action affect air quality? ■ NO YES

Examples that would apply to column 2 Proposed Action will induce 1,000 or more vehicle trips in any Yes No given hour.

Proposed Action will result in the incineration of more than 1 ton Yes No of refuse per hour.

Emission rate of total contaminants will exceed 5 lbs. per hour Yes No or a heat source producing more than 10 million BTU’s per hour.

Proposed Action will allow an increase in the amount of land Yes No committed to industrial use.

Proposed Action will allow an increase in the density of Yes No industrial development within existing industrial areas.

Other impacts: Yes No

IMPACT ON PLANTS AND ANIMALS

8. Will Proposed Action affect any threatened or endangered species? NO■ YES

Examples that would apply to column 2 Reduction of one or more species listed on the New York or Yes No Federal list, using the site, over or near the site, or found on the site.

1-14 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change

Removal of any portion of a critical or significant wildlife habitat. Yes No

Application of pesticide or herbicide more than twice a year, Yes No other than for agricultural purposes.

■ Other impacts: ■ Yes No

NYSDEC Natural Heritage Program has identified state-listed endangered or threatened species near Shafts Nos. 1, 2, 8, 9, 14, 18, 19-5/8, and 20 (See Appendix B). Where required, pre-construction surveys were performed by qualified personnel within suitable habitat areas during the appropriate season to confirm the presence/absence of the species of concern. Refer to Section 5.0 and individual shaft subsections for detailed discussions regarding pre-construction surveys.

9. Will Proposed Action substantially affect non-threatened or non- endangered species? ■ NO YES

Examples that would apply to column 2 Proposed Action would substantially interfere with any resident Yes No or migratory fish, shellfish or wildlife species.

Proposed Action requires the removal of more than 10 acres of Yes No mature forest (over 100 years of age) or other locally important vegetation.

Other impacts: Yes No

IMPACT ON AGRICULTURAL LAND RESOURCES 10. Will Proposed Action affect agricultural land resources? NO■ YES

Examples that would apply to column 2 The Proposed Action would sever, cross or limit access to Yes No agricultural land (includes cropland, hayfields, pasture, vineyard, orchard, etc.)

Construction activity would excavate or compact the soil profile of Yes No agricultural land.

The Proposed Action would irreversibly convert more than 10 Yes No acres of agricultural land or, if located in an Agricultural District, more than 2.5 acres of agricultural land.

1-15 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change

The Proposed Action would disrupt or prevent installation of Yes No agricultural land management systems (e.g., subsurface drain lines, outlet ditches, strip cropping); or create a need for such measures (e.g. cause a farm field to drain poorly due to increased runoff).

■ ■ Other impacts: Yes No

Shaft No. 9 is an existing above-ground structure and is located within an agricultural district within a forested area. No significant impacts to agricultural land are anticipated. Refer to Subsection 5.3.9.

IMPACT ON AESTHETIC RESOURCES

11. Will Proposed Action affect aesthetic resources? (If necessary, use the Visual EAF Addendum in Section 617.20, Appendix B.) ■ NO YES

Examples that would apply to column 2 Proposed land uses, or project components obviously different Yes No from or in sharp contrast to current surrounding land use patterns, whether man-made or natural.

Proposed land uses, or project components visible to users of Yes No aesthetic resources which will eliminate or significantly reduce their enjoyment of the aesthetic qualities of that resource.

Project components that will result in the elimination or Yes No significant screening of scenic views known to be important to the area.

Other impacts: Yes No

IMPACT ON HISTORIC AND ARCHAEOLOGICAL RESOURCES

12. Will Proposed Action impact any site or structure of historic, prehistoric or paleontological importance? ■ ■ NO■ YES

Examples that would apply to column 2 Proposed Action occurring wholly or partially within or Yes No substantially contiguous to any facility or site listed on the State or National Register of historic places.

Any impact to an archaeological site or fossil bed located within Yes No the project site.

Proposed Action will occur in an area designated as sensitive Yes No for archaeological sites on the NYS Site Inventory.

1-16 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change

Other impacts: ■ ■ Yes No

The NCA and associated structures are eligible for listing in the National/State Registers of Historic Places. The proposed project would be coordinated with NYSOPRHP and its recommendations would be implemented to ensure no significant adverse impact would occur. Refer to Section 5.2.6. IMPACT ON OPEN SPACE AND RECREATION

13. Will proposed Action affect the quantity or quality of existing or future open spaces or recreational opportunities? NO■ YES

Examples that would apply to column 2 The permanent foreclosure of a future recreational opportunity. Yes No

A major reduction of an open space important to the community. Yes No

Other impacts: ■ Yes■ No

Temporary use of shafts and surrounding areas located within parks would be required during construction. The shafts are not intended for public use or recreation. Impacts from temporary construction activities are not anticipated to be significant. Refer to Section 5.2.4.

IMPACT ON CRITICAL ENVIRONMENTAL AREAS

14. Will Proposed Action impact the exceptional or unique characteristics of a critical environmental area (CEA) established pursuant to subdivision 6NYCRR 617.14(g)? ■ NO YES

List the environmental characteristics that caused the designation of the CEA.

Examples that would apply to column 2 Proposed Action to locate within the CEA? Yes No

Proposed Action will result in a reduction in the quantity of the Yes No resource?

Proposed Action will result in a reduction in the quality of the Yes No resource?

Proposed Action will impact the use, function or enjoyment of the Yes No resource?

Other impacts: Yes No

1-17 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change

IMPACT ON TRANSPORTATION

15. Will there be an effect to existing transportation systems? NO■ YES

Examples that would apply to column 2 Alteration of present patterns of movement of people and/or ■ Yes■ No goods.

Proposed Action will result in major traffic problems. Yes No

Other impacts: Yes No

Work at Shaft Nos. 22, 28, 29, and 33 would require temporary maintenance and protection of traffic and pedestrian measures. No significant adverse impacts are anticipated. Refer to Subsection 5.2.13.

IMPACT ON ENERGY

16. Will Proposed Action affect the community’s sources of fuel or energy supply?

■ NO YES

Examples that would apply to column 2 Proposed Action will cause a greater than 5% increase in the Yes No use of any form of energy in the municipality.

Proposed Action will require the creation or extension of an Yes No energy transmission or supply system to serve more than 50 single or two family residences or to serve a major commercial or industrial use.

Other impacts: Yes No

NOISE AND ODOR IMPACT

17. Will there be objectionable odors, noise, or vibration as a result of the Proposed Action?

NO■ YES

Examples that would apply to column 2 Blasting within 1,500 feet of a hospital, school or other sensitive Yes No facility.

Odors will occur routinely (more than one hour per day). Yes No

Proposed Action will produce operating noise exceeding the Yes No local ambient noise levels for noise outside of structures.

Proposed Action will remove natural barriers that would act as a Yes No noise screen.

■ Other impacts: Yes■ No Ventilation fans would operate continuously at CLGH, JPR (Gate House No. 7), and Shaft Nos. 11A, 11B, 23, and 26. Refer to Section 5.2.16.

1-18 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change

IMPACT ON PUBLIC HEALTH

18. Will Proposed Action affect public health and safety? NO■ YES

Proposed Action may cause a risk of explosion or release of Yes No hazardous substances (i.e. oil, pesticides, chemicals, radiation, etc.) in the event of accident or upset conditions, or there may be a chronic low level discharge or emission.

Proposed Action may result in the burial of “hazardous wastes” Yes No in any form (i.e. toxic, poisonous, highly reactive, radioactive, irritating, infectious, etc.)

Storage facilities for one million or more gallons of liquefied Yes No natural gas or other flammable liquids.

Proposed Action may result in the excavation or other Yes No disturbance within 2,000 feet of a site used for the disposal of solid or hazardous waste.

■ ■ Other impacts: Yes No

A Phase 1 ESA has been prepared for the length of the Aqueduct to identify areas where hazardous materials may have impacted adjacent area soils (Appendix A). Remedial measures would be implemented in areas proposed for ground disturbance as necessary, and a Health and Safety Plan would be implemented to protect construction workers. Refer to Section 5.2.18. IMPACT ON GROWTH AND CHARACTER OF COMMUNITY OR NEIGHBORHOOD

19. Will Proposed Action affect the character of the existing community? ■ NO YES

Examples that would apply to column 2 The permanent population of the city, town or village in which the Yes No project is located is likely to grow by more than 5%.

The municipal budget for capital expenditures or operating Yes No services will increase by more than 5% per year as a result of this project.

Proposed Action will conflict with officially adopted plans or Yes No goals.

Proposed Action will cause a change in the density of land use. Yes No

Proposed Action will replace or eliminate existing facilities, Yes No structures or areas of historic importance to the community.

Development will create a demand for additional community Yes No services (e.g. schools, police and fire, etc.)

1-19 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change

Proposed Action will set an important precedent for future Yes No projects.

Proposed Action will create or eliminate employment. Yes No

Other impacts: Yes No

20. Is there, or is there likely to be, public controversy related to potential adverse environment impacts? ■ NO YES

If Any Action in Part 2 Is Identified as a Potential Large Impact or If you Cannot Determine the Magnitude of Impact, Proceed to Part 3

1-20 CEQR NO. 06DEP018U NEW CROTON AQUEDUCT REHABILITATION AND INSPECTION PROGRAM – CONTRACT CRO334 ENVIRONMENTAL ASSESSMENT FORM ATTACHMENT A Linear feet of Present Land Land Use Site Additional frontage along Predominant Land Zoning Predominant Bedrock % of Project Depth to Project Area Use After Ownership Environmental Shaft No. public Use within ¼ mile Classification Soil Type Outcroppings? Site w/ Slopes Water Table (EAF 1.A.2, 1.B.1) of Shaft Site Completion By Sponsor Technical thoroughfare (EAF 1.C.7) (EAF 1.C.2) (EAF 1.A.3) (EAF 1.A.4) (EAF 1.A.5) (EAF 1.A.8) (EAF 1.A.1) (EAF 1.A.2) (EAF 1.B.1) Analyses (EAF 1.B.1) Croton N/A N/A (35.7 miles Lake Gate Utility Utility N/A Undeveloped, Municipal R1-180, Res N/A N/A N/A N/A Section 5.3.1 (Within Building) of shoreline) House 0.25 Acre Forest, Low Density Moderately well 1 Forest Forest 3.6 Acres 200 feet R1-200, Res No, >5ft 100% - 0-10% <5ft, perched Section 5.3.2 (Area surrounding shaft and access track) Residential drained 0.25 Acre Forest, Low Density Moderately well 2 Forest Forest 0.9 Acre 75 feet R2A, Res No, >5ft 100% - 0-10% <5ft Section 5.3.3 (Area surrounding shaft and access track) Residential drained N/A Low Density Residential, 3 Municipal Utility Municipal Utility 3.0 Acres 75 feet R2A, Res Well drained No, >5ft 100% - 0-10% >10ft Section 5.3.4 (Within Building) Park 0.04 Acre Low Density Residential, 4 Municipal Utility Municipal Utility 1.5 Acres N/A R-30, Res Well drained No, >5ft 100% - 0-10% >10ft Section 5.3.5 (Area surrounding and within fence ) Park 0.02 Acre Undeveloped Undeveloped B-1, Non Res 5 0.1 Acre 50 feet Commercial Well drained No, >5ft 100% - 0-10% >10ft Section 5.3.6 (Area surrounding and within fence) (Vacant Lot) (Vacant Lot) Business 0.04 Acre Low Density Residential, 6 Municipal Utility Municipal Utility 0.9 Acre 50 feet R-40B, Res Well drained No, >5ft 100% - 0-10% >10ft Section 5.3.7 (Area surrounding and within fence) Recreational N/A Low Density Residential, 8* (Negligable surface disturbance. Most Forest Forest 9.0 Acre N/A R-40, Res N/A N/A N/A N/A Section 5.3.8 Park work occurs from within Aqueduct) Utility and 0.75 Acre Utility - Staging Park, Low Density Well drained to 75%- 0-10% 9 Landscaped Open 6.4 Acres 250 feet R-1, Res No, >5ft 10ft Section 5.3.9 (Total Staging Area) Area Residential moderately drained 25% - 10-15% Space 0.13 Acre 10 Municipal Utility Municipal Utility 2.6 Acres 150 feet Municipal R-40, Res Well drained No, >5ft 100% - 0-10% >10ft Section 5.3.10 (Area surrounding and within fence) Utility and Utility and 0.15 Acre LOB, Non Res, 11A Landscaped Open Landscaped Open 0.7 Acre 200 feet Commercial Well Drained No, >5ft 100% - 0-10% N/A Section 5.3.11 (Total Staging Area) Business Space Space 0.25 Acre Commercial Open Commercial Open OB, Non Res, Ind. 75% - 0-10% 11B-C 1.1 Acres N/A Commercial Well Drained No, >5ft >10ft Section 5.3.12 (Total Staging Area and access track) Space Space Park 25% - >15% Municipal Utility, Municipal Utility, N/A Undeveloped, Park, Low 25% - 0-10% 12A Westchester Co. Westchester Co. 0.9 Acre 100 feet IF-40, Res Well Drained No, >5ft >10ft Section 5.3.13 (No proposed work at this location) Density Residential 75% - >15% Park Park Undeveloped Undeveloped 0.25 Acre Cemetery, Low Density Well drained to 90% - 0-10% 13 (Forested Vacant (Forested Vacant 1.4 Acres 200 feet R-10, Res No, >5ft >10ft Section 5.3.14 (Area surrounding shaft and access track) Residential moderately drained 10% - >15% Lot) Lot) 0.05 Acre Community Facility, Well drained to 14 Parking Lot Staging Area 2.5 Acres 100 feet R-1, Res No, >5ft 100% - 0-10% 17ft Section 5.3.15 (Staging Area) Commercial, Residential moderately drained N/A Playground - Playground - Community Facility, Well drained to 14A* 0.9 Acre 100 feet R-3, Res Yes 100% - 0-10% 17ft Section 5.3.16 (Within Aqueduct) Municipal Utility Municipal Utility Commercial, Residential moderately drained 0.05 Acre Cemetery, Low Density 15½ Cemetery Cemetery 1.6 Acres N/A R-30, Res Well Drained No, >5ft 100% - 0-10% >10ft Section 5.3.17 (Area surrounding shaft and access track) Residential 0.06 Acre Undeveloped Undeveloped 75% - 0-10% 16 1.0 Acre N/A Commercial IP, Non Res Well Drained No, >5ft >10ft Section 5.3.18 (Area surrounding shaft and access track) (Vacant Lot) (Vacant Lot) 25% - >15% Page 1 of 2 June 2007 CEQR NO. 06DEP018U NEW CROTON AQUEDUCT REHABILITATION AND INSPECTION PROGRAM – CONTRACT CRO334 ENVIRONMENTAL ASSESSMENT FORM ATTACHMENT A Linear feet of Present Land Land Use Site Additional frontage along Predominant Land Zoning Predominant Bedrock % of Project Depth to Project Area Use After Ownership Environmental Shaft No. public Use within ¼ mile Classification Soil Type Outcroppings? Site w/ Slopes Water Table (EAF 1.A.2, 1.B.1) of Shaft Site Completion By Sponsor Technical thoroughfare (EAF 1.C.7) (EAF 1.C.2) (EAF 1.A.3) (EAF 1.A.4) (EAF 1.A.5) (EAF 1.A.8) (EAF 1.A.1) (EAF 1.A.2) (EAF 1.B.1) Analyses (EAF 1.B.1) 0.06 Acre Undeveloped Undeveloped Residential, Industrial 17½ 0.5 Acre 250 feet T, Res Well Drained No, >5ft 100% - 0-10% >10ft Section 5.3.19 (Area surrounding shaft and access track) (Vacant Lot) (Vacant Lot) Warehouse Utility and 0.75 Acre Utility – Staging Well drained to 80% - 0-10% 18 Landscaped Open 12.7 Acres 600 feet Residential, Park S-50, Res No, >5ft 8ft Section 5.3.20 (Staging area and access track) Area moderately drained 20% - >15% Space 0.05 Acre 18¼ Utility Utility 1.4 Acres 75 feet Residential, Park MG, Res Well Drained No, >5ft 100% - 0-10% >10ft Section 5.3.21 (Area surrounding and within fence) 0.05 Acre Residential, Commercial, 19 Yonkers Park Yonkers Park 0.2 Acre 125 feet S-50, Non Res Well Drained No, >5ft 100% - 0-10% >10ft Section 5.3.22 (Area surrounding shaft and access track) Park 0.15 Acre N/A (within Well drained to 19[ NYC Park NYC Park N/A Park Park No, >5ft 100% - 0-10% >10ft Section 5.3.23 (Area surrounding shaft and access track) NYC Park) moderately drained 0.25 Acre N/A (within Well drained to 20 NYC Park NYC Park N/A Park Park No, >5ft 100% - 0-10% >10ft Section 5.3.24 (Staging area and access track) NYC Park) moderately drained Jerome N/A Institutional, Residential, Jerome Park Municipal Utility Municipal Utility 107.4 Acres 2 miles around Res. N/A N/A N/A N/A Section 5.3.25 Park Res. (Within Structure) Municipal, Park Reservoir 0.03 Acre NYC Street Right- NYC Street Right- N/A (beneath Park, Residential, 22 75 feet R- 6 N/A NYC Street No, >5ft 100% - 0-10% >10ft Section 5.3.26 (Staging area) of-Way of-Way NYC Street) Commercial N/A 23 Utility Utility 0.1 Acre 150 feet Residential R- 5 N/A NYC Street N/A N/A N/A Section 5.3.27 (Within Building) 0.01 Acre 25% - 0-10% 24 NYC Highway NYC Highway 1.6 Acres 50 feet Residential, Highway R-7 N/A NYC Highway No, >5ft >10ft Section 5.3.28 (Area surrounding shaft) 75% >15% N/A 24A NYC Highway NYC Highway 1.2 Acres 50 feet Highway, Industrial R-7 N/A NYC Highway N/A N/A N/A Section 5.3.29 (Within Building) 0.08 Acre N/A (within 75%-0-10% 25 NYC Park NYC Park 100 feet Park Park Well drained Yes >10ft Section 5.3.30 (Area surrounding shaft and access track) NYC Park) 25%-10-15% N/A N/A (within 26 Utility Utility 100 feet Park, Residential Park N/A N/A N/A N/A Section 5.3.31 (Within Building) NYC Park) 0.08 Acre NYC Street Right- NYC Street Right- N/A (beneath 28 250 feet Residential, Commercial R-7 N/A NYC Street No, > 5ft 100% - 0-10% >10ft Section 5.3.32 (Staging area) of-Way of-Way NYC Street) 0.08 Acre NYC Street Right- NYC Street Right- N/A (beneath 29 250 feet Residential, Commercial R-8 N/A NYC Street No, > 5ft 100% - 0-10% >10ft Section 5.3.33 (Staging area) of-Way of-Way NYC Street) 0.12 Acre Institutional, Park, 33 Utility Utility 2.1 Acre 250 feet R-7 N/A NYC Street No, > 5ft 100% - 0-10% >10ft Section 5.3.34 (Staging area) Residential

Shaft Locations: Croton Lake Gate House to Shaft No. 19 Westchester County Shaft No. 19 [ to Shaft No. 24A , NYC Shaft No. 25 to Shaft No. 33 , NYC

* Most of the work at Shaft Nos. 8 and 14A would occur from within the Aqueduct. No ground disturbance would occur.

Page 2 of 2 June 2007 NEW CROTON AQUEDUCT REHABILITATION AND INSPECTION PROGRAM CONTRACT CRO-334: CEQR NO. 06DEP018U ENVIRONMENTAL ASSESSMENT FORM ATTACHMENT B

Location and Permitting Authority

Overall Project Issues: A Phase 1A review for the entire rehabilitation and inspection program will be submitted for SHPO review.

An overall application will be submitted for New York State Environmental Facilities Corporation - State Environmental Review Process (SERP), Certification for the State Revolving Fund (Public Health Law, Sections 1161 and 1162; 21 NYCRR Part 2604).

New York State Department of Health (NYSDOH) and New York City Department of Health and Mental Hygiene (NYC DOHMH) approvals for the Aqueduct Dewatering and Reactivation process. CROTON LAKE GATE HOUSE Permit Type

N/A None

SHAFT 1 Permit Type

Town of Yorktown Environmental Department Town of Yorktown Wetland Permit (jurisdictional review)

SHAFT 2 Permit Type

Town of New Castle Environmental Review Board Town of New Castle Wetland Permit

SHAFT 3 Permit Type

N/A None

SHAFT 4 Permit Type

N/A None

SHAFT 5 Permit Type

Village of Briarcliff Manor Building Department Village of Briarcliff Manor Tree Removal Permit

SHAFT 6 Permit Type

N/A None

SHAFT 8 Permit Type

N/A None

SHAFT 9 Permit Type

United States Army Corps of Engineers Nationwide Permit No. 3

Village Architect and Building Inspectorate, Village of Sleepy Hollow Village of Sleepy Hollow Building Permit

Village Architect and Building Inspectorate, Village of Sleepy Hollow Village of Sleepy Hollow Wetland Permit

Note: Proposed work at Shaft No. 9 to be reviewed and approved by Village of Sleepy Hollow Planning Board and by Village of Sleepy Hollow Waterfront Advisory Committee SHAFT 10 Permit Type

N/A None

SHAFT 11A Permit Type

Town of Greenburgh Building Department Town of Greenburgh Building Permit

SHAFTS 11B - 11C Permit Type

Town of Greenburgh Engineering Department Town of Greenburgh Tree Removal Permit

SHAFT 12A Permit Type

N/A None

SHAFT 13 Permit Type

Town of Greenburgh Engineering Department Town of Greenburgh Building Permit

Page 1 of 3 June 2007 NEW CROTON AQUEDUCT REHABILITATION AND INSPECTION PROGRAM CONTRACT CRO-334: CEQR NO. 06DEP018U ENVIRONMENTAL ASSESSMENT FORM ATTACHMENT B

Location and Permitting Authority

SHAFT 14 Permit Type

United States Army Corps of Engineers Nationwide Permit No. 3

New York State Department of Environmental Conservation Protection of Waters (Stream Disturbance) Permit

SHAFT 14A Permit Type

N/A None

SHAFT 15 1/2 Permit Type

N/A None

SHAFT 16 Permit Type

City of Yonkers Eningeering Department Street Opening Permit

City of Yonkers Building Department City of Yonkers Building Permit

SHAFT 17 1/2 Permit Type

City of Yonkers Eningeering Department Street Opening Permit

City of Yonkers Building Department City of Yonkers Building Permit

SHAFT 18 Permit Type

United States Army Corps of Engineers Nationwide Permit No. 3

New York State Department of Environmental Conservation Protection of Waters (Stream Disturbance) Permit

City of Yonkers Eningeering Department Street Opening Permit

City of Yonkers Building Department City of Yonkers Building Permit

SHAFT 18 1/4 Permit Type

City of Yonkers Eningeering Department Street Opening Permit

SHAFT 19 Permit Type

City of Yonkers Eningeering Department Street Opening Permit

City of Yonkers Building Department City of Yonkers Building Permit

SHAFT 19 5/8 Permit Type

New York City Department of Parks and Recreation NYCDPR Forestry Permit

New York City Department of Parks and Recreation NYCDPR Construction Permit

NYCDOT Office of Construction Mitigation and Coordination - Highways NYCDOT Highway Work Permit

SHAFT 20 Permit Type

New York City Department of Parks and Recreation NYCDPR Forestry Permit

New York City Department of Parks and Recreation NYCDPR Construction Permit

Jerome Park Reservoir Permit Type

New York City Department of Parks and Recreation NYCDPR Construction Permit

Page 2 of 3 June 2007 NEW CROTON AQUEDUCT REHABILITATION AND INSPECTION PROGRAM CONTRACT CRO-334: CEQR NO. 06DEP018U ENVIRONMENTAL ASSESSMENT FORM ATTACHMENT B

Location and Permitting Authority

SHAFT 22 Permit Type

NYCDOT Office of Construction Mitigation and Coordination - Streets NYCDOT Street Opening Permit

SHAFT 23 Permit Type

New York City Building Department NYC Building Permit

SHAFT 24 Permit Type

NYCDOT Office of Construction Mitigation and Coordination - Highways NYCDOT Highway Work Permit

SHAFT 24A Permit Type

N/A None

SHAFT 25 Permit Type

New York State Department of Environmental Conservation Existing NYSDEC SPDES Permit for Discharge to Harlem River

NYCDOT Office of Construction Mitigation and Coordination - Highways NYCDOT Highway Work Permit

New York City Building Department NYC Building Permit

New York City Department of Parks and Recreation NYCDPR Forestry Permit

New York City Department of Parks and Recreation NYCDPR Construction Permit

SHAFT 26 Permit Type

N/A None

SHAFT 28 Permit Type

NYCDOT Office of Construction Mitigation and Coordination - Streets NYCDOT Street Opening Permit

SHAFT 29 Permit Type

NYCDOT Office of Construction Mitigation and Coordination - Streets NYCDOT Street Opening Permit

SHAFT 33 Permit Type

NYCDOT Office of Construction Mitigation and Coordination - Streets NYCDOT Street Opening Permit

Page 3 of 3 June 2007 Table of Contents

Table of Contents

SECTION 1.0 FULL ENVIRONMENTAL ASSESSMENT FORM (EAF)...... 1-1 SECTION 2.0 BACKGROUND, PURPOSE AND NEED, AND PROJECT DESCRIPTION...... 2-1 2.1 BACKGROUND ...... 2-1 2.2 PURPOSE AND NEED ...... 2-1 2.3 PROJECT DESCRIPTION ...... 2-1 2.4 SEQRA DOCUMENTATION ...... 2-3 2.5 ORGANIZATION OF THIS DOCUMENT ...... 2-3 SECTION 3.0 ENVIRONMENTAL ANALYSES FOR DEWATERING, REACTIVATION, AND REWATERING OF THE NCA ...... 3-1 3.1 INTRODUCTION ...... 3-1 3.2 DEWATERING...... 3-1 3.3 REACTIVATION ...... 3-2 3.3.1 Pre-Reactivation ...... 3-3 3.3.2 Phase I...... 3-3 3.3.3 Phase II ...... 3-4 3.3.4 Phase IV ...... 3-4 3.4 REWATERING (PHASE III)...... 3-4 3.5 TECHNICAL ANALYSES...... 3-5 3.5.1 Land Use, Zoning, and Public Policy...... 3-5 3.5.2 Socioeconomic Conditions...... 3-5 3.5.3 Community Facilities ...... 3-5 3.5.4 Open Space...... 3-6 3.5.5 Urban Design, Visual Resources, and Shadows...... 3-6 3.5.6 Historic Resources ...... 3-6 3.5.7 Neighborhood Character...... 3-6 3.5.8 Natural Resources...... 3-6 3.5.9 Hazardous Materials...... 3-7 3.5.10 Coastal Zone Management/Waterfront Revitalization ...... 3-8 3.5.11 Infrastructure and Energy ...... 3-8 3.5.12 Solid Waste and Sanitation...... 3-8 3.5.13 Traffic and Parking...... 3-9 3.5.14 Transit and Pedestrians...... 3-9 3.5.15 Air Quality...... 3-9 3.5.16 Noise...... 3-9 3.5.17 Construction Impacts ...... 3-9 3.5.18 Public Health...... 3-9 SECTION 4.0 ENVIRONMENTAL ANALYSES FOR IN-TUNNEL REHABILITATION...... 4-1 4.1 INTRODUCTION ...... 4-1 4.2 TECHNICAL ANALYSES...... 4-1 4.2.1 Land Use, Zoning, Public Policy, Neighborhood Character, and Open Space...... 4-1 4.2.2 Socioeconomic Conditions...... 4-1 4.2.3 Community Facilities ...... 4-2 4.2.4 Historic Resources ...... 4-2 4.2.5 Natural Resources...... 4-2 4.2.6 Hazardous Materials...... 4-3 4.2.7 Coastal Zone Management/Waterfront Revitalization ...... 4-3 4.2.8 Infrastructure and Energy ...... 4-3 4.2.9 Solid Waste and Sanitation Services ...... 4-4 4.2.10 Air Quality...... 4-4 4.2.11 Noise...... 4-4 4.2.12 Construction Impacts ...... 4-4

Environmental Assessment Form i June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

4.2.13 Public Health...... 4-4 SECTION 5.0 ENVIRONMENTAL ANALYSES FOR NCA SHAFTS AND OTHER RELATED ABOVE-GROUND FACILITIES...... 5-1 5.1 INTRODUCTION ...... 5-1 5.1.1 Surface Rehabilitation and/or Shaft Improvements...... 5-1 5.1.2 Tunnel Construction Access Locations...... 5-2 5.1.3 Ventilation Shafts...... 5-2 5.2 ENVIRONMENTAL ISSUE IDENTIFICATION ...... 5-3 5.2.1 Land Use, Zoning and Public Policy...... 5-3 5.2.2 Socioeconomic Conditions...... 5-3 5.2.3 Community Facilities and Services...... 5-4 5.2.4 Open Space...... 5-4 5.2.5 Urban Design, Visual Resources and Shadows ...... 5-4 5.2.6 Historical Resources...... 5-5 5.2.7 Neighborhood Character...... 5-6 5.2.8 Natural Resources...... 5-6 5.2.9 Hazardous Materials...... 5-6 5.2.10 Coastal Zone Management/Waterfront Revitalization ...... 5-7 5.2.11 Infrastructure and Energy ...... 5-7 5.2.12 Solid Waste and Sanitation...... 5-8 5.2.13 Traffic and Parking...... 5-8 5.2.14 Transit and Pedestrians...... 5-8 5.2.15 Air Quality...... 5-9 5.2.16 Noise ...... 5-9 5.2.17 Construction Impacts ...... 5-10 5.2.18 Public Health...... 5-10 5.3 TECHNICAL ANALYSIS ...... 5-10 5.3.1 Croton Lake Gate Houses...... 5-10 5.3.2 Shaft No. 1...... 5-12 5.3.3 Shaft No. 2...... 5-18 5.3.4 Shaft No. 3...... 5-25 5.3.5 Shaft No. 4...... 5-27 5.3.6 Shaft No. 5...... 5-29 5.3.7 Shaft No. 6...... 5-32 5.3.8 Shaft No. 8...... 5-34 5.3.9 Shaft No. 9...... 5-36 5.3.10 Shaft No. 10...... 5-44 5.3.11 Shaft No. 11A...... 5-46 5.3.12 Shaft Nos. 11B and 11C ...... 5-48 5.3.13 Shaft No. 12A...... 5-51 5.3.14 Shaft No. 13...... 5-51 5.3.15 Shaft No. 14...... 5-55 5.3.16 Shaft No. 14A...... 5-60 5.3.17 Shaft No. 15½ ...... 5-60 5.3.18 Shaft No. 16...... 5-62 5.3.19 Shaft No. 17½ ...... 5-64 5.3.20 Shaft No. 18...... 5-66 5.3.21 Shaft No. 18¼ ...... 5-72 5.3.22 Shaft No. 19...... 5-74 5.3.23 Shaft No. 19[ ...... 5-77 5.3.24 Shaft No. 20...... 5-84 5.3.25 Jerome Park Reservoir...... 5-89 5.3.26 Shaft No. 22...... 5-92 5.3.27 Shaft No. 23...... 5-94 5.3.28 Shaft No. 24...... 5-97

June 2007 ii Environmental Assessment Form Table of Contents

5.3.29 Shaft No. 24A...... 5-98 5.3.30 Shaft No. 25 ...... 5-100 5.3.31 Shaft No. 26 ...... 5-103 5.3.32 Shaft No. 28 ...... 5-106 5.3.33 Shaft No. 29 ...... 5-107 5.3.34 Shaft No. 33 ...... 5-108

APPENDICES APPENDIX A–HAZARDOUS MATERIALS PHASE IASSESSMENT APPENDIX B–NEW YORK NATURAL HERITAGE PROGRAM INITIAL RESPONSE AND THREATENED,ENDANGERED, &SPECIES OF SPECIAL CONCERN SURVEY APPENDIX C–COASTAL ZONE POLICY/WATERFRONT REVITALIZATION CONSISTENCY REVIEW

LIST OF TABLES TABLE 3-1 NCA REACTIVATION SAMPLING MATRIX (NYCDEP BUREAU OF WATER SUPPLY –DRINKING WATER QUALITY CONTROL) ...... 3-11 TABLE 5-1 TYPICAL WILDLIFE SPECIES POTENTIALLY OCCURRING IN THE VICINITY OF SHAFT NO. 1...... 5-17 TABLE 5-2 TYPICAL WILDLIFE SPECIES POTENTIALLY OCCURRING IN THE VICINITY OF SHAFT NO. 2...... 5-23 TABLE 5-3 REPLANTING SCHEDULE FOR SHAFT NO. 5 ...... 5-31 TABLE 5-4 TYPICAL WILDLIFE SPECIES POTENTIALLY OCCURRING IN THE VICINITY OF SHAFT NO. 9...... 5-41 TABLE 5-5 TYPICAL WILDLIFE SPECIES POTENTIALLY OCCURRING IN THE VICINITY OF SHAFT NO. 19[...... 5-81

LIST OF FIGURES FIGURE 1–LOCATION PLAN

Environmental Assessment Form iii June 2007

Section 1.0 Full Environmental Assessment Form (EAF)

Environmental Assessment Form 1-1 June 2007

Section 2.0 Background, Purpose and Need, and Project Description

2.1 BACKGROUND The New York City Department of Environmental Protection (NYCDEP) initiated a program to inspect and rehabilitate the New Croton Aqueduct (NCA and/-or Aqueduct) and appurtenant structures. The program, broken up into two phases, is intended to provide for the continued serviceability of a regionally significant component of New York City water supply infrastructure. In Phase 1 of the project under Contract CRO-333, which was completed from October 2004 through June 2006, sections of the NCA and its appurtenant structures were inspected to evaluate future rehabilitation needs for portions of the NCA that had not previously been inspected, including the interior of the 7-mile pressurized-flow section of the NCA and all access shafts and other above- ground facilities along the entire 31-mile length of the NCA. The Phase I inspection activities identified in Contract CRO-333 were evaluated pursuant to the State Environmental Quality Review Act (SEQRA) in an Environmental Assessment Form (EAF), dated May 14, 2004. The proposed work was issued a Negative Declaration on June 7, 2004. The inspection of the NCA under Contract CRO-333 identified a number of improvements that will be necessary for the rehabilitation of the NCA. The identified necessary improvements are being addressed in Phase 2 of the rehabilitation program under Contract CRO-334, for which this EAF is prepared. These improvements include rehabilitation of the 7-mile pressurized-flow section of the NCA, rehabilitation of various shafts along the 31-mile length of the NCA, and restoration of several surface structures associated with the NCA.

2.2 PURPOSE AND NEED The NCA Rehabilitation Program is being advanced in order to extend the useable life of the NCA and ensure the safe and reliable conveyance of water from the for years into the future. The 31-mile long NCA is a 110-year-old facility with a maximum capacity to deliver 290 million gallons of water per day (mgd) to New York City (the City) and other municipalities served by the Croton Water Supply System. Completion of the NCA rehabilitation work is necessary in order to maintain redundancy and operational flexibility in the City's water supply system and maintain the NCA at its existing capacity and operating levels into the foreseeable future. It is being proposed at this time so that rehabilitation would be complete before it is necessary to shut down the , which is planned to be pressurized between the and the Eastview Site, Town of Mount Pleasant, Westchester County. The proposed rehabilitation activities recommended as a result of the NCA inspection are independent from and are required irrespective of the schedule of the Croton Water Treatment Plant, and are required regardless of the improvements planned on the Catskill Aqueduct system.

2.3 PROJECT DESCRIPTION The proposed NCA Rehabilitation Program (Contract CRO-334) includes the following rehabilitation activities that were identified as necessary during inspections that occurred under Contract CRO-333: • In-Tunnel Rehabilitation. The rehabilitation of the 7-mile pressurized-flow section and certain portions of the 24-mile gravity-flow section (i.e., the Gould’s Swamp Siphon and the Shear Zone near Shaft 13) of the NCA (Figure 1). Rehabilitation work would include:

- cleaning and repairs to the brick tunnel and shaft linings;

Environmental Assessment Form 2-1 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

- installing epoxy mortar lining and other materials to prevent infiltration of water; - grouting of major voids, cracks, and leaks; - removing sediment and debris from various locations; and, - removing existing trash racks.

Dewatering of the NCA at the beginning of the proposed rehabilitation activities would be initiated in order to provide access for the in-tunnel rehabilitation work, which would be performed during the period of September 2008 to May 2009 in the gravity-flow section of the NCA and September 2008 to September 2009 in the pressurized-flow section of the NCA. Subsequent reactivation and rewatering of the NCA would occur at the completion of in-tunnel activities. Tunnel dewatering would follow standard procedures, as approved in the current NYSDEC permit governing tunnel maintenance.

• Shaft Improvements and Ancillary Work Outside the Tunnel. Rehabilitation of the NCA shafts would be conducted at thirty-two locations along the alignment of the 31-mile-long Aqueduct (Shaft Nos. 1, 2, 3, 4, 5, 6, 8, 9, 10, 11A, 11B, 11C, 13, 14, 14A, 15½, 16, 17½, 18, 18¼, 19, 19[, 20, 21, 22, 23, 24, 24A, 25, 28, 29, and 33)1. No work is currently proposed at Shaft Nos. 3, 4, 6, and 10 under Contract CRO-334; however, the EAF evaluates potential future work that may be conducted at these four shaft sites, if minor repairs are deemed necessary at a later date. Based on previous inspections of Shaft No. 12A, no work is proposed at this location.

Rehabilitation work would vary from site to site and would include the following activities:

- tuck pointing and other masonry repairs; - removing existing cast-iron access ladders within the shafts; - removing the existing blow-off sluice gates and their operators and appurtenances (Shaft Nos. 9, 14, and 18); - installing new stainless steel stop shutter groves (Shaft Nos. 9, 14, and 18); - repairing or replacing the roof of the blow-off gatehouses (Shaft Nos. 9, 14, and 18); - replacing the hoists and ventilation systems in the blow-off gatehouses (Shaft Nos. 9, 14, and 18); - removing asbestos containing materials (Shaft Nos. 11A, 18, and 23); - structural rehabilitation of surface structures (Shaft Nos. 9, 11A, 18, 23, and 25); - repairing or replacing damaged access covers; - clearing debris and unwanted vegetation in the vicinity of the superstructure of the shafts; and - installation of permanent security measures.

In addition to the proposed improvements at each shaft site, the in-tunnel rehabilitation work would require temporary activities at specific shaft locations for construction access and ventilation. Construction access for the in-tunnel rehabilitation work would be provided at three locations within the pressurized-flow section of the NCA (Shaft Nos. 20, 21, and 33) and at three locations within the gravity-flow section of the NCA (Croton Lake Gate House and Shaft Nos. 9 and 18). Shaft No. 33, located on 135th Street in Manhattan, would provide access for personnel, equipment, and materials into the NCA to perform the rehabilitation work within the Manhattan portion of the pressurized NCA. Shaft No. 20, located within Van Cortlandt Park in the Bronx, and Shaft No. 21, located within the Jerome Park Reservoir (JPR) in the Bronx, would provide access for personnel, equipment, and materials into the NCA to perform the rehabilitation work within the Bronx portion of the pressurized NCA. Croton Lake Gate House, located in the Town

1 Most of the work activities at Shaft Nos. 8 and 14A would be conducted from within the NCA Aqueduct.

June 2007 2-2 Environmental Assessment Form Section 2.0 – Purpose and Need and Project Description

of Yorktown, Westchester County; Shaft No. 9, located in Sleepy Hollow, Westchester County; and Shaft No. 18, located in the City of Yonkers, Westchester County, would provide access for personnel, equipment, and materials into the NCA to perform the rehabilitation work within the gravity-flow portion of the NCA. Construction staging activities at these shaft locations would occur at the same time that the in-tunnel rehabilitation work is under way. Ventilation for the in-tunnel rehabilitation work would also be provided within the NCA during the construction period (September 2008 to May 2009 for the gravity section of the NCA, and September 2008 to September 2009 for the pressurized section). The ventilation system would be designed so that mechanical fans, placed at certain locations along the NCA’s alignment, would provide air movement within the NCA during work periods. Fans for the ventilation system would be placed at the Old Croton Lake Gate House, the Jerome Park Reservoir at Gate House No. 7, and at Shaft Nos. 11A, 11B, 23, and 26 (exhaust/intake locations for the fans would be at Shaft Nos. 9, 11C, 18, 21, and 33). Auxiliary fans could also be placed at Shaft No. 16, if required.

2.4 SEQRA DOCUMENTATION This EAF has been prepared in compliance with the State Environmental Quality Review Act (SEQRA) (6 NYCRR 617) to facilitate dissemination by NYCDEP on the proposed action, which consists of rehabilitation work at the NCA. The United States Army Corps of Engineers (USACE) and the New York State Department of Environmental Conservation (NYSDEC) have issued jurisdictional determinations regarding the work at the NCA shafts. The USACE has indicated that the work is covered by Nationwide Permit #3 and has formally issued requirements to work under that permit. NYSDEC has indicated that at two of the sites (Shaft Nos. 14 and 18) the work would require permits issued pursuant to 6 NYCRR 608, Protection of Waters. Since these permits are subject to SEQRA, this EAF will be used to support the decision-making on the permit application by the NYSDEC. As Lead Agency, NYCDEP will coordinate the SEQRA review efforts with NYSDEC.

2.5 ORGANIZATION OF THIS DOCUMENT The document is organized according to the type of activity involved in rehabilitation of the NCA. Five sections are included, as indicated below: • Section 1.0 – Full Environmental Assessment Form (EAF) • Section 2.0 – Background, Purpose and Need, and Project Description • Section 3.0 – Environmental Analyses for Dewatering, Reactivation, and Rewatering of the NCA • Section 4.0 – Environmental Analyses for In-Tunnel Rehabilitation • Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities

Environmental Assessment Form 2-3 June 2007

Section 3.0 Environmental Analyses for Dewatering, Reactivation, and Rewatering of the NCA

3.1 INTRODUCTION The proposed NCA rehabilitation work would require that the entire 31-mile long Aqueduct be temporarily taken out of service. Dewatering of the tunnel would be completed in accordance with the NYSDEC permit that regulates discharges from the tunnel and with the NYSDOH procedures for cleaning the tunnel before it is reactivated. The tunnel would be dewatered according to the same procedures used for inspection during Contract CRO-333. The duration of time that the water supply facility would be taken off line is limited to a period of the year (generally mid-September through May) when demand by communities in Westchester County that rely on the NCA for water supply is below peak levels. During this off-peak period, alternative water sources are sufficient to meet the needs of these communities. The proposed project would require that the process of preparing the NCA for the rehabilitation work and then restoring it to active service be implemented from mid- September 2008 through May 2009 for the gravity-flow section of the NCA that serves Westchester County to enable affected communities to meet peak summer demands on the water supply. The Bronx and Manhattan portions of the pressurized-flow section of the NCA would be restored to active service later, in September 2009, since the Catskill and Delaware water supply systems, which are the primary source of water to these areas, can deliver enough water to meet summertime demand.

Preparing the NCA for rehabilitation and restoring it for use as a public drinking water supply after work has been completed, involves three basic procedures that have been developed by NYCDEP in concert with the NYSDEC and the New York State Department of Health (NYSDOH), and employed as part of the City’s ongoing maintenance procedures. The procedures defined below were used in the NCA Inspection Program and were reviewed as part of that project’s EAF. In the recent past, the NCA has been taken out of service and restored to service, following the complete cycle of the three procedures – for dewatering, reactivation and rewatering – most recently in 2000.

3.2 DEWATERING The volume of water contained in the NCA, when running full, is approximately 185 million gallons. The NCA is normally taken off-line on an annual basis at the start of each off-peak period of the year (in late August or early September) as reduced off-peak flows might otherwise affect water quality. When normally taken off-line, the gravity flow section of the Aqueduct is allowed to drain and settle to the elevation of water in JPR at the time. Full dewatering of the gravity flow section of the Aqueduct would drain a maximum of approximately 150 million gallons of water to the JPR. In order to dewater the NCA, valves are closed at Croton Lake Gate House (at the New Croton Reservoir), and water contained in the NCA is released. The pressurized section of the Aqueduct also has been dewatered several times in the past decade. Water from the pressurized section (maximum of approximately 35 million gallons) is released to the Harlem River at Shaft No. 25 in conformance with all procedures specified in the NYSDEC State Pollutant Discharge Elimination System (SPDES) permit (# NY 020 0859) issued to the NYCDEP originally in 1998, modified in 2000, and most recently renewed on April 30, 2003. The renewal extends the discharge permit for an additional 5 years, effective October 1, 2003 to October 1, 2008, for this activity, including limits on discharge rate, chlorine residual concentrations, and point of discharge. The SPDES permit would be renewed prior to its expiration in October 2008. For the proposed action, JPR North Basin would itself be completely drained together with the NCA. Draining JPR can take up to 30 days, depending on the water level in the reservoir prior to

Environmental Assessment Form 3-1 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

dewatering. The capacity of JPR North Basin is approximately 255 million gallons. Water from the JPR would be released into the City’s combined sewer system through a connection at Gate House No. 2, from where it is conveyed to the Wards Island Water Pollution Control Plant. Dewatering the entire NCA when full can take up to five days. The water from the NCA that is released to the Harlem River at Shaft No. 25 pursuant to the dewatering procedure is not normally required to be treated prior to being released because the quality of water at that point meets the standards of the SPDES permit without further treatment. For example, target chlorine levels for NCA water at Shaft No. 25 are in a range of 0.6 milligrams per liter (mg/L) to 1.2 mg/L, well below the 2.0 mg/L maximum allowed under the SPDES permit. (Chlorine levels at the point that water from the NCA enters the City’s distribution system are below 1.0 mg/L.) When the pressurized portion of the NCA has been dewatered in the past, the Shaft No. 25 blow-off has remained open to drain by gravity any ground water that has infiltrated the brick lining of that section of the Aqueduct, if necessary. However, for the proposed action, NYCDEP may also choose to pump any infiltrate water from the pressurized section of the Aqueduct to Shaft No. 26, from where it would be discharged to the combined sewer system. Under the SPDES permit, NYSDEC has determined that compliance with the specified permit provisions will reasonably meet water quality objectives for the Harlem River, which is classified as a Class I surface water body under Title 6, Chapter X, Article 13 of the New York State Codes, Rules and Regulations (6 NYCRR 890.6). Under 6 NYCRR 701.13, Class I surface water bodies are best used for secondary contact recreation and fishing. All discharges authorized by the permit must be consistent with the terms and conditions of the permit. The permit further specifies recording, reporting, monitoring and sampling requirements, the characteristics of samples, and monitoring and analysis procedures (generally those promulgated pursuant to federal law 40 CFR Part 136). The permit requires that NYSDEC, U.S. Environmental Protection Agency (USEPA), and New York City Department of Health and Mental Hygiene (NYCDOHMH) representatives be allowed to inspect facilities, monitoring and control equipment, and records, and perform their own sampling or monitoring to assure permit compliance or as otherwise authorized by the Clean Water Act or Environmental Conservation Law.

3.3 REACTIVATION A multi-step process would be implemented as part of the proposed action to restore the NCA for use as a public drinking water supply at the end of the construction season (May 2009 for the gravity-flow section of the NCA and September 2009 for the pressurized-flow section). The process includes: • Removing all construction debris and materials from the NCA resulting from drilling, grouting, testing, and rehabilitation operations. All debris and materials generated from work would be removed from the tunnel, shafts, and appurtenant structures and disposed of legally offsite. All temporary ventilation ducting would also be removed. • Disinfecting the NCA at the end of the construction season, prior to returning it to service. As the final stage of cleanup after removing construction debris and materials, a dilute chlorine solution would be sprayed onto all surfaces of the tunnel and shafts where any work was performed and that would be contacted by water upon rewatering. The updated NYCDEP Reactivation Protocol for the Croton System, FINAL September 2001 would then be followed to ensure that no significant impairments to the City water supply infrastructure occur as a result of the reactivation and rewatering process. The protocol involves the following steps: • Pre-reactivation • Phase I (purge/flush and disinfect the Aqueduct from Croton Lake Gate House (CLGH) to Shaft No. 25)

June 2007 3-2 Environmental Assessment Form Section 3.0 – Environmental Analyses for Dewatering, Reactivation, and Rewatering of the NCA

• Phase II (disinfect and flush the entire Croton Aqueduct from CLGH to Shaft No. 33) • Phase III (place the NCA back into full service) • Phase IV (disinfect and refill JPR and place on-line) Pre-reactivation, Phase I, Phase II and Phase IV are described below; Phase III is described under Rewatering. 3.3.1 Pre-Reactivation The pressurized portion of the NCA would be re-pressurized (by filling it with water), and a pre- flushing performed by flowing 1-3 mgd of water through the pressurized-flow portion of the Aqueduct from Shaft No. 21 to a sewer discharge at Shaft No. 33. Notification would be made to NYSDOH, NYCDOHMH and NYSDEC, and water quality tests performed on the Shaft No. 33 discharge to monitor and characterize the water quality. Standard water quality tests would be conducted at CLGH to determine optimum intake level and required disinfection dose rate at CLGH. Throughout the entire Aqueduct reactivation and rewatering process, water quality in the Aqueduct would be monitored and profiled at several locations and analyses performed in accordance with the analytical matrix presented in Table 3-1 (NCA Reactivation Sampling Matrix) at the end of Section 3.0. The table indicates the frequency of sampling for the various sampling locations and the types of monitoring to be conducted through the phases of the reactivation. 3.3.2 Phase I Disinfection of the NCA would occur in all areas where, upon rewatering, water contacts a lined structure, including the Aqueduct and the siphons under the Harlem River and Gould’s Swamp, the Branch Aqueduct (the final section of gravity flow tunnel that connects Gate House No. 1 and JPR), and shafts. The estimated combined timeline for Phases I and II under the protocol is 17 days, but the actual time needed to complete the entire reactivation would be dependent upon water quality, analytical efficiencies, operational field conditions, and NYSDOH approval turnaround. During this time, the JPR would remain off-line. In Phase I, estimated to take 10 days, the Aqueduct would be disinfected from CLGH to Shaft No. 25. During this phase, NYSDEC and NYSDOH would conduct a visual inspection of the Aqueduct from within the chamber at Shaft No. 14, and upon authorization from NYSDOH, the intake at CLGH would be opened to initiate Aqueduct flow and to initiate the purge, with the Aqueduct flow gradually increased to 40 mgd. After a hold of 6 hours, chlorination would be turned on at CLGH, with an initial dose of 30 pounds per million gallons of water and a target free chlorine residual of 1.0 parts per million at Gate House No. 5. Aqueduct flow is then increased to 90 mgd to commence the Aqueduct flush mode. When the water monitored at Gate House No. 5 is of acceptable drinking water quality, NYSDOH is notified and NYSDOH authorization is sought to activate Mosholu Pump Station. The water supplied from CLGH can then be discharged via the Shaft No. 25 blow-off (discharge valves), with grab (hand) sampling performed at that location in compliance with the NYSDEC SPDES permit. Additional samples would be collected and metals and microbiological analyses performed, along with field measurements for pH, temperature, conductivity, and chlorine. Water quality monitoring of total chlorine residual at the Shaft No. 25 blow-off would continue twice a day in order to ensure that effluent concentrations are within the maximum permissible limit of 2 mg/L. The disinfected water in the Aqueduct that would be discharged via the Shaft No. 25 blow-off into the Harlem River would be dechlorinated (neutralized) by injection of a solution of sodium bisulfite (NaHSO3). The injection would be made through a diffuser pipe inserted into a two-inch diameter corporation stop sampling tap on the 48-inch diameter blow-off pipes at Shaft No. 25. Adjustments to the sodium bisulfite feed rate, and to the discharge rate of the 48-inch butterfly valves, would be made to maintain chlorine residual at or below that specified by the NYSDEC requirements set out in

Environmental Assessment Form 3-3 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

the SPDES Permit. Samples would be taken continuously at the outlet pipe to the Harlem River. For dechlorination purposes, the flow through the 48-inch blow-off pipes would be restricted to a maximum of 48 mgd to maintain a minimum of 15 seconds reaction time between the chlorinated water and the sodium bisulfite. However, the actual flow rate through the Shaft No. 25 blow-off is normally significantly lower than this in order to minimize wave creation in the Harlem River. The actual flow rate used when the NCA was reactivated following a 2000 inspection of the NCA was 30 mgd. If the chlorine content exceeds the maximum allowable by the NYSDEC, the flow rate at the Shaft No. 25 blow-off would be reduced to permit a longer reaction time. At a flow rate of 48 mgd through the 48-inch diameter blow-off pipes, the average discharge velocity would be approximately 3 ft./sec. if both of the twin pipes were used, or 6 ft./sec. if only one pipe were used. Following two consecutive days of Shaft No. 25 discharge analytical results being of satisfactory drinking water quality, authorization would be sought from NYSDOH to commence Phase II. 3.3.3 Phase II From days 11 through 16 of the process, JPR would remain off-line while the entire Aqueduct from CLGH to Shaft No. 33 would be disinfected and flushed. Upon stabilization of total and free chlorine residual at Shaft No. 25, the Shaft No. 33 sewer discharge and Shaft No. 33 valve to Reservoir would be opened and the Shaft No. 25 blow-off adjusted to direct a portion of the flow into the southern portion of the Aqueduct (between Shaft No. 25 and Shaft No. 33). Monitoring would continue at Shaft No. 25 and Shaft No. 33 for physical chemistry, chlorine residual and organics, metals and microbiological parameters. Following two consecutive days of Shaft No. 33 water analytical results being of satisfactory drinking water quality, authorization would be sought from NYSDOH to initiate Phase III (rewatering). 3.3.4 Phase IV Prior to commencing Phase IV, the JPR would be cleaned and inspected by NYSDOH. Then, gates at JPR would be opened to divert Aqueduct flow into the basins. The influent flow would be treated with a 50 mg/L applied chlorine dose rate, and the basins filled to elevation 112.5 feet (10 percent of reservoir volume). After holding at that basin elevation for 12 hours, the filling of the basins would resume to the target elevation of 130 feet, using an applied chlorine dose rate of 5 mg/L. Free chlorine residual within the basins would be monitored and chlorination adjusted to maintain a minimum free chlorine residual of 2 mg/L. Bacteriological samples would be collected, and upon determination of acceptable bacteriological results and written authorization from NYSDOH, the basins would be placed on-line.

3.4 REWATERING (Phase III) Once the disinfection process is complete, the Phase III rewatering of the NCA would begin upon receipt of written authorization from NYSDOH to allow the NCA water supply to enter the distribution system. The Shaft No. 25 blow-off, Shaft No. 33 sewer discharge, and Shaft No. 33 valve to Central Park Reservoir would be closed, and water flow would be phased into the distribution system, with the flow rate adjusted at CLGH to meet distribution system demand. The Dunwoodie fluoridation facility and corrosion control treatment (phosphate) at Gate House No. 5 would be activated, and normal operating protocols for the NCA would resume. These rewatering procedures would follow immediately, as early as day 17, following the combined 16-day Phases I and II process. However, expanded organics monitoring would be initiated and continued for the following two weeks at Shaft No. 26 and Shaft No. 33, where daily samples would be collected and data submitted for review by NYSDOH to determine whether the normal compliance monitoring schedule can be resumed. Upon receipt of authorization from NYSDOH, the normal monitoring schedule for NCA would be initiated during days 17-31 of the reactivation process.

June 2007 3-4 Environmental Assessment Form Section 3.0 – Environmental Analyses for Dewatering, Reactivation, and Rewatering of the NCA

3.5 TECHNICAL ANALYSES Subsequent to the dewatering, reactivation, and rewatering activities described here, the NCA would be restored to its normal operating condition and would operate under its current design and capacity. There are no plans for upgrading capacity or for constructing any additional structures as part of the proposed action. Therefore, no significant operational impacts are anticipated as a result of the proposed action. The dewatering, reactivation, and rewatering activities are necessary to gain access to the Aqueduct in order to perform the rehabilitation work that would improve the condition of the Aqueduct and maintain the existing function of the NCA. The environmental analyses summarized below describe only the dewatering, reactivation, and rewatering activities that would occur prior to and following rehabilitation of the Aqueduct. As the dewatering, reactivation, and rewatering processes are existing NYCDEP operation and maintenance requirements, no potential modifications or significant adverse impacts are anticipated as a result of the implementation of these procedures. 3.5.1 Land Use, Zoning, and Public Policy The dewatering, reactivation, and rewatering of the NCA would not affect land use, zoning, or public policy. As describe above, the procedures are standard and have been implemented by NYCDEP during prior work. This activity has previously been permitted by NYSDEC, and does not represent a departure from standard NYCDEP operating procedures or policy. The NCA is an existing facility and use of NYCDEP’s dewatering permit would not require modification to land use, zoning, or public policy, as the work is completely within water supply infrastructure. Therefore, no potential significant adverse impacts to land use, zoning, or public policy would occur as a result of the dewatering and reactivation process. 3.5.2 Socioeconomic Conditions Short-term increases in operating costs for towns that utilize Croton water may occur during the period of the shutdowns as a result of the towns’ need to shift to back up supplies and alternate connections. The Town of New Castle, Village of Ossining, Village of Briarcliff Manor, Village of Sleepy Hollow, Village of Tarrytown, Village of Irvington, and United Water New Rochelle (which serves the City of New Rochelle and Villages of Pelham Manor, Pelham, Bronxville, Tuckahoe, Ardsley, Dobbs Ferry and Hastings) are served by the NCA as a source of drinking water. During the shutdowns, the towns would either need to utilize their connections to the Catskill or Delaware Aqueducts or they would utilize their connections to neighboring towns’ supplies. However, the proposed project has been planned so as to occur during regularly scheduled annual shutdowns of the NCA. Therefore, the proposed work would not cause increases to operating costs which are greater than what is typically seen during the annual shutdowns. In addition, the proposed project would occur during low demand periods of the year when none of the towns are solely dependent on Croton water to meet local demand. Therefore, no potential significant adverse impacts to water supply are anticipated. 3.5.3 Community Facilities The dewatering, reactivation, and rewatering of the NCA would have no effect on community facilities within communities along the Aqueduct. The work is completely within the water supply infrastructure and would not displace or alter any community facility, nor would it result in an increased demand on a community facility. During non-summer, off-peak months of the year, the cities, towns and villages served by the NCA have other sources of water at suitable supply rate and pressure to ensure adequate fire protection. No potential significant impacts to community facilities are anticipated.

Environmental Assessment Form 3-5 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

3.5.4 Open Space The dewatering, reactivation, and rewatering of the NCA would have no effect on community open space. The work is completely within the water supply infrastructure and would not displace or alter an open space resource, nor would it increase local demand on open space. 3.5.5 Urban Design, Visual Resources, and Shadows The dewatering, reactivation, and rewatering of the NCA would have no effect on urban design, visual resources, or shadows. The work is completely below ground, within the water supply infrastructure. 3.5.6 Historic Resources Archaeological Resources No ground disturbance is proposed during the dewatering, reactivation, and rewatering procedure. No potential significant adverse impacts to archaeological resources are anticipated as part of this project. Architectural Resources The Aqueduct, shafts, and structures are eligible for listing on the State and National Registers of Historic Places. Due to the eligible listing of the NCA and associated structures, NYCDEP would coordinate its plans for Aqueduct dewatering, reactivation, and rewatering activities with the New York State Office of Parks, Recreation and Historic Preservation (NYSOPRHP). No modifications to the NCA would be required for the dewatering, reactivation, and rewatering activities. No potential significant adverse impacts to historic/architectural resources are anticipated as part of this project. 3.5.7 Neighborhood Character No changes in neighborhood character are anticipated as a result of the dewatering, reactivation, and rewatering of the NCA. All work activities would be temporary, would be conducted with an approved NYSDEC permit, and would occur below ground. There would be no structural alterations to the Aqueduct that could have an impact on its historic character (see Subsection 3.5.6), no significant adverse traffic impacts generated as a result of the minimal additional vehicle trips to the site daily (see Subsection 3.5.13), no significant adverse air quality impacts due to the disinfection spraying that would be conducted in accordance with a Health & Safety Plan (HASP) (see Subsection 3.5.15), and no significant adverse noise impacts generated from within the tunnel that would be perceptible at the surface at noise-sensitive receptors (see Subsection 3.5.16). Therefore, it is not anticipated that the proposed dewatering, reactivation, and rewatering of the NCA would result in a significant adverse impact to the neighborhood character of the community around the alignment of the NCA. 3.5.8 Natural Resources The dewatering, reactivation, and rewatering of the NCA would result in a short-term discharge to the Harlem River. The theoretical full volume of water in the entire NCA is approximately 185 million gallons; however only the volume of water contained in the pressurized Aqueduct, a maximum of approximately 35 million gallons, would be released to the Harlem River during the dewatering process. The water contained in the gravity flow section of the Aqueduct, a theoretical maximum of 150 million gallons, would be released to JPR, and thereafter released to the City combined sewer system via Gate House No. 2, during the dewatering process. The release of water to the Harlem River at Shaft No. 25 would be undertaken in conformance with all procedures specified in the NYSDEC SPDES permit (# NY 020 0859) issued to the NYCDEP originally in 1998, modified in 2000, and most recently renewed on April 30, 2003. Under the proposed action, the JPR North Basin would also be dewatered prior to the rehabilitation work. The water that is released to the Harlem River at Shaft No. 25 pursuant to the dewatering procedure is of drinking water quality, within all limits of the SPDES permit, and is not treated prior to being

June 2007 3-6 Environmental Assessment Form Section 3.0 – Environmental Analyses for Dewatering, Reactivation, and Rewatering of the NCA released. From previous experience, it is anticipated that the water from the pressurized section of the Aqueduct that would be released to the river during dewatering would be discharged at a maximum rate of 48 mgd, well below the 60 mgd rate allowed by the SPDES permit. At a flow rate of 48 mgd through the 48-inch diameter blow-off pipes, the velocity of water released at the discharge would be approximately 3 ft./sec. if both of the twin pipes were used, or 6 ft./sec. if only one pipe were used. In issuing a SPDES permit, the NYSDEC makes a determination on the basis of the submitted application, plans, or other available information, that compliance with the specified permit provisions will reasonably protect classified water use and assure compliance with applicable water quality standards. Following the construction season of the rehabilitation work, the NCA would be disinfected prior to being rewatered following the protocol described earlier in Section 3.3. During Phase I of the reactivation, water from the gravity flow section of the Aqueduct would be treated with chlorine as part of the disinfection process, and then dosed with sodium bisulfite (dechlorinator), prior to discharge to the Harlem River in order to maintain an acceptable chlorine residual (less than 2 mg/L) in accordance with the SPDES permit. Sodium bisulfite is commonly used for dechlorination because it preferentially reduces chlorine and not dissolved oxygen. As described in subsection 3.3.2, for dechlorination purposes, the flow through the 48-inch blow-off pipes would be restricted to a maximum of 48 mgd to maintain a minimum of 15 seconds reaction time between the chlorinated water and the sodium bisulfite. If the chlorine content exceeds the maximum allowable by the NYSDEC, the flow rate at the Shaft No. 25 blow-off would be reduced to permit a longer reaction time. The actual flow rate through the Shaft No. 25 blow-off may be significantly lower than 48 mgd in order to minimize wave creation in the Harlem River. The actual flow rate used when the NCA was reactivated following the 1996 inspection was 30 mgd. SPDES permit #NY 020 0859 allows a maximum of 60 mgd from the Shaft No. 25 blow-off to the Harlem River. The total volume of water that would be released to the Harlem River as part of the reactivation process is dependent upon the effectiveness of the disinfection and flushing described in Section 3.3.3 (Phase II). The anticipated range of total volume released is approximately between 200 million gallons and 500 million gallons; this being based on a lower bound estimate derived from releasing 30 mgd for seven consecutive days, to an assumed worst-case upper bound estimate of releasing 48 mgd for up to ten days. As described earlier in Section 3.2, when the NCA has been dewatered in the past, the Shaft No. 25 blow-off has remained open to drain any infiltrate from the pressurized section of the Aqueduct, if necessary. However, for the proposed action, NYCDEP may also choose to pump any infiltrate from the pressurized portion of the Aqueduct to Shaft No. 26, from where it would be discharged to the NYC sewer system. NYCDEP would meet the requirements of SPDES permit to ensure potential significant adverse impacts to the water quality and aquatic ecology of the Harlem River would not occur. 3.5.9 Hazardous Materials The dewatering, reactivation, and rewatering process would be confined to within the Aqueduct structure. Chemicals utilized during the reactivation process would be contained, stored, and transported by the contractor in compliance with all applicable Federal, State, and local regulations. All work would be conducted under an approved HASP for Contract CRO-334 to protect worker safety and to implement established procedures in the event of a spill. Chlorine and sodium bisulfite would be transported by proprietary bulk tankers directly from the chemical suppliers in accordance with standard regulations of the Occupational Safety and Health Administration (OSHA) for the handling of chemicals. Security of work during the handling of chemicals would be ensured by the presence of NYCDEP Police. Therefore, no potential significant adverse hazardous materials impacts would occur as a result of the proposed project.

Environmental Assessment Form 3-7 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

3.5.10 Coastal Zone Management/Waterfront Revitalization Although some portions of the 110-year-old NCA are within the coastal zone as defined by Coastal Zone Management Plans accepted for New York State, the NCA is below grade, and not in conflict with coastal zone policies. The dewatering, reactivation, and rewatering procedures for the tunnel work would be completely within the water supply infrastructure, with no detectable evidence of this work at the surface. The procedures would result in a short-term discharge to the Harlem River at the commencement and end of each of the two construction seasons. The NYSDEC has reviewed and approved the NYCDEP monitoring and testing procedures for assuring that the water released to the Harlem River at the approved location meets Federal and State standards through the issuance of the above referenced SPDES permit. NYCDEP would meet the requirements of this permit. Significant conflicts with coastal zone policies related to water quality are not expected to occur as a result of the proposed action. 3.5.11 Infrastructure and Energy The proposed activities would be scheduled to occur before and after the peak summer demand period of local communities that rely, in part, on the Aqueduct for their water supply. NYCDEP has coordinated these plans with potentially affected communities to ensure that the communities have sufficient alternative water supplies during the off-peak period when the Aqueduct would be out-of- service. The proposed action is consistent with NYCDEP practice for interrupting service of the Aqueduct. Water Supply NYCDEP has been in communication with the towns that connect to the NCA. The Town of New Castle, Village of Ossining, Village of Briarcliff Manor, Village of Sleepy Hollow, Village of Tarrytown, Village of Irvington, and United Water New Rochelle (which serves the City of New Rochelle and Villages of Pelham Manor, Pelham, Bronxville, Tuckahoe, Ardsley, Dobbs Ferry and Hastings) are served by the NCA as a source of drinking water. The only users who could possibly be affected by the shutdowns are the Village of Briarcliff Manor and United Water New Rochelle (UWNR). The Village of Briarcliff Manor relies primarily on the NCA to meet their water supply needs, though they do have several secondary and emergency connections to other sources that can assist to meet their demand. During the peak demand period, however, of June through early September, demand in those other communities is great enough that Briarcliff Manor is unable to draw meaningful amounts of water from its backup connections. When the NCA is scheduled to be out of service for more than several hours during such a peak demand period, NYCDEP can place a temporary impoundment in the Aqueduct at Shaft No. 9, just downstream of Briarcliff Manor’s connection (to prevent flow further down the NCA) in order to provide the village with water. However, the shutdowns of the NCA under the proposed action have been scheduled in order not to occur during the peak demand period; therefore, Briarcliff Manor would not be adversely affected by the shutdowns. UWNR has connections to both the NCA and the Catskill Aqueduct. When the NCA is out of service UWNR relies on its Catskill connection for water supply. In the event that the Catskill Aqueduct is also out of service at the same time as the NCA, water would be back fed up the Catskill Aqueduct from . Therefore, UWNR would not be adversely affected by the shutdowns. These activities would not increase demands on local infrastructure, as they are not associated with a substantial increase in water intensive uses or demand. No significant adverse impacts are, therefore, anticipated as a result of the proposed activities. 3.5.12 Solid Waste and Sanitation The proposed activities would not generate significant amounts of solid waste or require sanitary services, and all discharge would be completed in accordance with a valid NYSDEC permit; therefore, no adverse impacts are anticipated.

June 2007 3-8 Environmental Assessment Form Section 3.0 – Environmental Analyses for Dewatering, Reactivation, and Rewatering of the NCA

3.5.13 Traffic and Parking No significant increase in the number of vehicle trips is anticipated as part of dewatering, reactivation, and rewatering of the Aqueduct. Contractor, employee, and NYCDEP engineer and supervisor vehicle trips would be anticipated during the disinfection spraying of the tunnel surface following removal of rehabilitation materials and debris; these are conservatively estimated to be a maximum of 25 daily vehicle trips at any one time. The trips would be distributed spatially along the NCA and temporally as disinfection is scheduled to occur once during each of the two deactivation and reactivation periods during the two-year program. Accordingly, a detailed analysis of potential traffic impacts for this activity is not warranted and no potential significant adverse impacts are anticipated. 3.5.14 Transit and Pedestrians The work is completely within the water supply infrastructure and would not directly affect transit or pedestrian infrastructure. There would be negligible additional demand on transit or pedestrian facilities (if any) associated with these activities. No potential significant adverse impacts to area transit facilities or pedestrian movement would occur as a result of the dewatering, reactivation, and rewatering of the Aqueduct. 3.5.15 Air Quality Mobile Source Analysis As described above, no significant increase in vehicle trips is anticipated as a result of the dewatering, reactivation, and rewatering activities. Therefore, a detailed analysis of the potential effects from mobile sources on air quality is not warranted and no potential significant adverse impacts are anticipated. Stationary Source Analysis Procedures for handling and applying disinfection materials are prescribed by NYCDEP. During the disinfection spraying following removal of rehabilitation materials and debris, the ventilation fans are directed so that the crew drives into the wind created by the fan while spraying would be performed in the opposite direction, behind the spray vehicle. Disinfection procedures would be conducted in accordance with a HASP in order to protect worker safety. No potential significant impacts are anticipated as a result of these activities. 3.5.16 Noise The dewatering, reactivation, and rewatering of the Aqueduct would be undertaken completely within the Aqueduct and would not be perceptible at the surface at noise-sensitive receptors that encroach on the tunnel alignment. No potential significant adverse noise impacts are anticipated. 3.5.17 Construction Impacts The proposed activities related to dewatering of the tunnel would be short term and would not require the use of heavy equipment. No significant adverse impacts are anticipated. 3.5.18 Public Health The dewatering, reactivation, and rewatering of the NCA would be completed in coordination with NYSDOH. A principal concern would be disinfection of the NCA prior to its being brought back into service. NYCDEP is committed to providing safe and clean drinking water to NYC residents and upstate communities that rely on the NYC water supply system. NYCDEP would implement all required procedures to continue to ensure the safety of the water in the system. The procedures to be applied are standard and have been successfully implemented by NYCDEP in the past, when the NCA needed to be taken out of service. This activity has been permitted by NYSDEC, and does not represent a departure from standard NYCDEP policy.

Environmental Assessment Form 3-9 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

As described in “Water Supply” under Infrastructure above, local communities would have access to other sources of drinking water during the off-peak periods when the NCA would be taken out of service under the proposed action. Work would be monitored, and water quality testing performed to ensure the potability of the Croton water as part of the reactivation of the Aqueduct. Potential significant adverse impacts to the public health are not anticipated to occur as a result of the proposed action.

June 2007 3-10 Environmental Assessment Form Section 3.0 – Environmental Analyses for Dewatering, Reactivation, and Rewatering of the NCA

TABLE 3-1 NCA REACTIVATION SAMPLING MATRIX (NYCDEP BUREAU OF WATER SUPPLY –DRINKING WATER QUALITY CONTROL)

Shaft Gatehouse Parameters MRL Unit CROGH CROGHC Shaft 9 18¼ 5 Shaft 21 Shaft 25 Shaft 33 Shaft 26 Shaft 33 Temp - ºF pH - Unit 2 X 2 X Specific Conductance 0.1 µS/cm Daily Daily Daily Daily Daily Daily Daily Daily Physical Daily Daily Chemistry Turb 0.01 NTU Color 1 Unit Fluoride 0.01 mg/L 2 X 2 X Weekly Weekly Weekly Daily Daily Daily Ortho-Phosphate 0.01 mg/L Daily Daily Free Chlorine 0.02 mg/L 2 X Daily Daily 2 X Daily Daily Chlorine Daily Daily Daily Daily Phase I & Phase I Daily Phase II Phase II Residual Total Chlorine 0.02 mg/L Phase I Phase I Phase I Phase I II & II Phase II & III & III & II Bromochloromethane 0.5 µg/L Chloroform 0.5 µg/L Cis-1,2-Dichloroethene 0.5 µg/L Organics, et. al Dibromochloromethane 0.5 µg/L 2 X 2 X EPA Method Tetrachloroethene 0.5 µg/L Daily Daily Daily Daily Daily Daily Daily 524.2 MTBE 0.5 µg/L Trichloroethene 0.5 µg/L Tert-Butyl Alcohol 2.0 µg/L Acetone 10 µg/L Cu 0.001 mg/L Pb 0.001 mg/L Metals Zn 0.002 mg/L Daily Daily Daily Daily Daily Daily Daily Fe 0.005 mg/L Mn 0.002 mg/L Daily Daily Daily Fecal Coliform CFU/100mL Daily Daily Daily Micro- Total Coliform CFU/100mL biological E. Coli CFU/100mL Daily Daily Daily Daily Daily Daily Daily HPC CFU/mL Weekly Weekly Weekly Phase I Phase II Phase III CROGH = Designation for sampling tap of combined withdrawal from New Croton Reservoir. CROGHC = Same effluent flow after chlorination

Environmental Assessment Form 3-11 June 2007

Section 4.0 Environmental Analyses for In-Tunnel Rehabilitation

4.1 INTRODUCTION Rehabilitation activities would be limited to those locations where previous inspections of the NCA revealed a need. In-tunnel rehabilitation efforts would be undertaken primarily within the interior 7- mile pressurized-flow section, which extends from Gate House No. 1, located in Van Cortlandt Park in the Bronx, New York, to Shaft No. 33, located on 135th Street in Manhattan, New York. There are also two small sections within the gravity-flow portion of the NCA that were identified during previous inspections as needing rehabilitation: the Gould’s Swamp Siphon and the Shear Zone near Shaft 13. In-tunnel rehabilitation of the pressurized-flow section and the gravity-flow section of the NCA (including Gould’s Swamp Siphon and the Shear Zone) would proceed simultaneously with the rehabilitation of the shaft improvement sites (see Section 5.0). The in-tunnel rehabilitation work is scheduled to occur from September 2008 to September 2009 within the pressurized section of the NCA and from September 2008 to May 2009 within the gravity section. Where deficiencies were identified and rehabilitation is required, corrective procedures in one or more of the following work categories would be implemented: • Cleaning and structural repairs to the brick lining; • Grouting of major voids, cracks, and leaks; • Consolidation grouting of the surrounding ground; and, • Removal of sediment and debris from various locations.

Work to be performed within the tunnel is minor rehabilitation. All of the in-tunnel work would be performed within the Aqueduct, below grade, and would not disturb the ground surface. Access to the Aqueduct and ventilation would be provided at a number of locations throughout the Aqueduct alignment. The effect of tunnel access is described in Section 5, “Environmental Analyses for NCA Shafts and Other Above-Ground Facilities.” No significant modifications to the NCA and associated structures would occur as part of this project. Due to the limited scope and temporary duration of proposed in-tunnel activities, no potential significant adverse impacts are anticipated. The following subsections summarize the potential for environmental effects of the proposed project.

4.2 TECHNICAL ANALYSES The in-tunnel rehabilitation work is necessary to improve the condition of the Aqueduct in order to maintain the existing function of the NCA. Due to the limited scope and temporary duration of proposed in-tunnel construction activities, no potential significant adverse impacts are anticipated. The following subsections summarize the potential for an environmental impact as a result of the proposed in-tunnel rehabilitation work. 4.2.1 Land Use, Zoning, Public Policy, Neighborhood Character, and Open Space As all work discussed within this section would occur below ground, no potentially significant impacts would be expected to occur to land use, zoning, neighborhood character, or open space. 4.2.2 Socioeconomic Conditions During the active periods of the project, local businesses would benefit from the influx of workers. A maximum of approximately 200 construction workers and approximately 30 construction trucks

Environmental Assessment Form 4-1 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

(average of 5 trucks per access point) would utilize the construction access shaft sites on any given weekday. Potential significant impacts to socioeconomic activities caused by the addition of construction workers during construction are discussed in Section 5.0. The New York City Water and Sewer System is financially self-sustaining; i.e., the costs of paying for system costs and operations are supported by water and sewer charges. Costs are estimated annually for the entire system, and water and sewer rates are adjusted accordingly to provide annual operating revenues equal to the costs. Therefore, residential, commercial, and industrial users of the water supply system would pay for the capital and operating costs of the proposed project through their water charges. The costs of CRO-334 are estimated to total $91 million, which will have no discernible impact on water rates. Furthermore, short-term increases in operating costs for towns that utilize Croton water may occur during the period of the shutdowns as a result of the towns’ need to shift to back up supplies and alternate connections. The Town of New Castle, Village of Ossining, Village of Briarcliff Manor, Village of Sleepy Hollow, Village of Tarrytown, Village of Irvington, and United Water New Rochelle (which serves the City of New Rochelle and Villages of Pelham Manor, Pelham, Bronxville, Tuckahoe, Ardsley, Dobbs Ferry and Hastings) are served by the NCA as a source of drinking water. During the shutdowns, the towns would either need to utilize their connections to the Catskill or Delaware Aqueducts or they would utilize their connections to neighboring towns’ supplies. However, the proposed project has been planned so as to occur during regularly scheduled annual shutdowns of the NCA. Therefore, the proposed work would not cause increases to operating costs which are greater than what is typically seen during the annual shutdowns. 4.2.3 Community Facilities Since the project is of a temporary nature, it is unlikely that workers would move into the area as a result of the project, and therefore, no significant additional demand on community facilities would be created by the project. The NYCDEP Police would be the first responder to the work sites if there were an emergency during construction (rehabilitation). Prior to initiating work, and as part of the HASP, emergency service providers would be contacted and a plan to meet the emergency needs of the proposed project would be developed. 4.2.4 Historic Resources Archaeological Resources No ground disturbance would occur as part of the in-tunnel rehabilitation work, and, therefore, no potential significant adverse impacts to archaeological resources would occur as part of this work. Architectural Resources The Aqueduct, Shafts, and associated structures are eligible for listing on the National and State Registers of Historic Places. Due to the eligible listing of the NCA and associated structures, NYCDEP would coordinate its plans for all NCA work with the NYSOPRHP. By following the recommendations and implementing the requirements of the NYSOPRHP, NYCDEP would avoid potential significant adverse impacts to these National and State Register eligible properties. 4.2.5 Natural Resources During the dewatering and reinstatement of the Aqueduct, discharges to the Harlem River would occur. This activity, which is addressed in Section 3.0, “Analysis of Dewatering, Reactivation, and Rewatering,” of this EAF, is regulated by a NYSDEC SPDES permit, as described in Section 3.4. The potential for significant adverse impacts to natural resources from activities at shaft sites are discussed in Section 5.0, “Environmental Analyses for NCA Shafts and Other Above-Ground Facilities.”

June 2007 4-2 Environmental Assessment Form Section 4.0 – Environmental Analyses for In-Tunnel Rehabilitation

Groundwater The gravity section of the NCA is designed to operate as a non-pressurized flow tunnel with flow conducted by gravity. With the exception of the inverted pressurized-flow siphon under Gould’s Swamp, the tunnel does not run at full bore and an air space exists between the water surface and the top of the tunnel. The air gap in between the water and the top of the tunnel assures that no internal circumferential pressure is applied to the lining, which has a non-circular, horseshoe shape geometry. Thus, artificial ground water levels surrounding the tunnel are not created by the presence of the gravity flow tunnel. Along the majority of the length of the gravity flow tunnel, the ground water is naturally higher than the crown of the tunnel and this groundwater has a tendency to drain into the tunnel, as there is no internal water pressure to prevent the infiltration. Due to the form of construction used for the tunnel, namely multi-layers of bricks arranged in a horseshoe shape profile, the tunnel was designed to accept infiltration water so as to not allow high external water pressure to build up on the outside face of the lining. To ensure that this external water pressure can be relieved, 'weepholes' were arranged along the lower sidewalls of the gravity flow tunnel, spaced approximately 20 feet apart on an alternating, staggered layout. During the rehabilitation program, special attention would be given to ensuring that these weepholes remain open and do not become blocked by nearby grouting operations, as it is important that they continue to allow infiltration through the lining. The grouting work associated with rehabilitation is merely to attend to repairs and sealing of cracks, holes and leaks. No potentially significant adverse impact to the existing ground water regime would occur as a result of the proposed rehabilitation work. 4.2.6 Hazardous Materials During the rehabilitation activities within the Aqueduct, the contractor may introduce hazardous materials to the NCA work locations, such as diesel fuel, gasoline, lubricants, or glycol, to support the operation of vehicles and heavy equipment. Chemicals utilized during site and in-tunnel activities would be contained, stored, and transported in compliance with all applicable Federal, State, and local regulations. Material Safety Data Sheets (MSDS) would be provided to construction workers for the construction-related hazardous materials that may be introduced to the project site. A HASP would be implemented to protect worker safety during rehabilitation activities, and a plan would be implemented to establish procedures to be followed in the event of a spill. Therefore, it is not anticipated that significant adverse impacts would occur during the rehabilitation project. 4.2.7 Coastal Zone Management/Waterfront Revitalization Although some portions of the 110-year-old NCA are within the coastal zone as defined by Coastal Zone Management Plans accepted for New York State, the NCA is below grade, and its rehabilitation would not be in conflict with current policies to enhance the coastal zone. The proposed in-tunnel rehabilitation work would not have a potential to impact the Coastal Zone Management policies or the City's Waterfront Revitalization Program. 4.2.8 Infrastructure and Energy Generators brought into the tunnel during rehabilitation activities would supply in-tunnel energy needs. As no connection to the energy grid would be required, significant adverse impacts to energy are not anticipated. Water Supply The in-tunnel rehabilitation work would provide for the continued serviceability of a regionally significant component of New York City water supply infrastructure. The project activity would be timed to occur outside the peak summer demand period of local communities that draw water from the Aqueduct. Every year, the Aqueduct is typically shutdown during the winter months. These communities have sufficient alternative water supplies during the period the Aqueduct would be out

Environmental Assessment Form 4-3 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334 of service and the proposed action is consistent with NYCDEP practice for interrupting service of the Aqueduct. The activity would not increase the demand on local infrastructure (see Section 3.0, “Analysis of Dewatering, Reactivation, and Rewatering,” for further information on the service to users along the Aqueduct). Therefore, no potential significant adverse impacts are anticipated as a result of the proposed project. 4.2.9 Solid Waste and Sanitation Services No solid waste would be generated, and no sanitary services would be required, as a result of the proposed in-tunnel rehabilitation work. Construction debris generated at some of the shaft sites is evaluated under Section 5.0, “Environmental Analyses for NCA Shafts and Other Above-Ground Facilities.” 4.2.10 Air Quality Mobile Source The in-tunnel rehabilitation work itself would not involve mobile sources of emissions. However, workers and equipment delivery to construction access shafts would increase vehicle volumes at these locations. Trips generated during the rehabilitation work are evaluated under Section 5.0, “Environmental Analyses for NCA Shafts and Other Above-Ground Facilities.” No significant impacts were predicted to occur. Stationary Source Analysis The in-tunnel rehabilitation work would be entirely below grade and would not include major sources of emissions. Equipment used in the Aqueduct would most likely be diesel engines from in-tunnel transport vehicles and grouting and testing equipment. Small portable generators may be used to provide power during rehabilitation activities. These generators would be used only intermittently and sporadically throughout the project to provide power for lighting and small tools. The ventilation system within the Aqueduct would be designed to meet OSHA work standards based on the number of diesel engines in use in the tunnel. Tunnel exhaust may have trace amounts of pollutants from the equipment used within the tunnel for the rehabilitation work. However, since air within the tunnel would meet work standards and because the area immediately surrounding would be inaccessible to the public during this phase, no potential significant adverse impacts associated with point-source emissions would occur. (A further discussion of the ventilation system is presented in Section 5.1.3.) 4.2.11 Noise Noise sources associated with in-tunnel improvements include the ventilation equipment used to provide air to workers and vehicles delivering workers and construction material. Since the activity occurs at a shaft location, the potential for noise effects are addressed in 5.0, “Environmental Analyses for NCA Shafts and Other Above-Ground Facilities.” No significant impacts were predicted to occur. 4.2.12 Construction Impacts The Aqueduct rehabilitation work would be temporary, lasting from September 2008 to May 2009 in the gravity section of the NCA and from September 2008 to September 2009 in the pressurized section of the NCA. During this period, NYCDEP would work with community representatives so that construction sequence is known to the public and the community is notified of any particularly intrusive construction activity. 4.2.13 Public Health The process of Aqueduct rehabilitation would occur during a period when the Aqueduct is not in use and would not compromise the quality of drinking water. The Aqueduct would be thoroughly cleaned and disinfected prior to the startup of operations. No potential significant adverse impacts to public health are therefore anticipated to occur. (See Section 3.0 “Analysis of Dewatering, Reactivation, and Rewatering,” for further information on the service to users along the Aqueduct.)

June 2007 4-4 Environmental Assessment Form Section 5.0 Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities

5.1 INTRODUCTION Inspections of the NCA shafts (conducted during Contract CRO-333) identified a number of deficiencies including cracks, leaks, voids, and structural deterioration, which have occurred over the life span of the Aqueduct. Therefore, a rehabilitation program involving most of the shafts (Shaft Nos. 1, 2, 3, 4, 5, 6, 8, 9, 10, 11A, 11B & C, 13, 14, 14A, 15½, 16, 17½, 18, 18¼, 19, 19[, 20, 21, 22, 23, 24, 24A, 25, 26, 28, 29, and 33)1 and other related above-ground facilities located along the entire length of the NCA is proposed. No work is currently proposed at Shaft Nos. 3, 4, 6, and 10, under Contract CRO-334; however, the EAF evaluates potential future work that may be conducted at these shaft sites, if it is deemed necessary at a later date. Based on previous inspections of Shaft No. 12A, no work is proposed at this location. The duration of the rehabilitation activities proposed at each NCA shaft site is anticipated to be between 1 and 12 months at each location, depending on the proposed scope of work. In addition, the in-tunnel rehabilitation work described in Section 4.0 would require activities at specific shaft locations for construction access and ventilation. The proposed work required for access that would occur at each construction access location and ventilation shaft is similar to and consistent with the activities conducted during the inspection phase of the project. An impact assessment of the potential environmental effects at each of these sites is documented in an EAF dated May 14, 2004, which received a Negative Declaration on June 7, 2004. For those shafts providing in-tunnel construction access and ventilation, work would occur on-site for the entire duration of the Aqueduct rehabilitation, from September 2008 to May 2009 in the gravity section of the NCA, and from September 2008 to September 2009 in the pressurized section of the NCA. The following is a summary of the work activities proposed at each shaft site. 5.1.1 Surface Rehabilitation and/or Shaft Improvements The scope of work and nature of the shaft improvements and surface rehabilitation would vary from site to site. The following is a description of the work identified as needed based on the inspection of the NCA shafts: • Minor shaft repairs. This work would include activities such as the removal of existing cast- iron access ladders within the shaft; repairing or replacing damaged access covers; repairing existing floor grating; and/or repairing leaks and cracks in the brick and mortar lining (CLGH and Shaft Nos. 1, 2, 3, 4, 5, 6, 8, 10, 11B, 11C, 13, 14A, 15½, 16, 17½, 18¼, 19, 19[, 20, 21, 22, 24, 24A, 26, 28, 29, and 33). • Major shaft improvements and surface structure rehabilitation. This work would include activities such as removing the existing blow-off sluice gates and their operators and appurtenances; tuck pointing and other masonry repairs; repairing or replacing doors, windows, and roofs; replacing hoists and ventilation systems in blow-off gatehouses; demolition; and/or installing permanent security measures (Shaft Nos. 9, 11A, 14, 18, 23, and 25). • Site restoration and landscaping. This work would include activities such as the removal of construction debris and invasive plant species; replanting of trees and shrubs; and/or removal of temporary construction fencing, graded gravel surface, and geotextile layer (all shaft locations).

1 Most of the work activities at Shaft Nos. 8 and 14A would be conducted from within the NCA tunnel.

Environmental Assessment Form 5-1 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

During the on-site rehabilitation work, small diesel generators would be required to provide power for lighting, hoisting, and other minor miscellaneous construction equipment at the shaft sites. This equipment would be used intermittently during the rehabilitation activities, depending on the work required. 5.1.2 Tunnel Construction Access Locations Construction staging and access for the in-tunnel rehabilitation work would be provided at seven surface locations, including Croton Lake Gate House and Shaft Nos. 9, 18, 20, 21, and 33. Croton Lake Gate House and Shaft Nos. 9 and 18 would provide access for personnel, equipment, and materials into the Aqueduct to perform the rehabilitation of the gravity flow section of the Aqueduct. Shaft Nos. 20, 21, and 33 would provide access for personnel, equipment, and materials into the Aqueduct to perform rehabilitation within the Aqueduct’s pressurized flow section. The in-tunnel rehabilitation work is scheduled to occur from September 2008 to May 2009 in the gravity section of the NCA, and from September 2008 to September 2009 in the pressurized section of the NCA. 5.1.3 Ventilation Shafts The NCA in-tunnel rehabilitation activities would require that temporary ventilation systems be established so as to provide continuous air movement throughout the Aqueduct during all work times (between the hours of 7:00 a.m. to 6:00 p.m.) while work is occurring within specific locations throughout the Aqueduct. Reversible fans would run only during work hours and would be set up at the following shaft locations:

• Old Croton Lake Gate House – with air exhaust or intake at Shaft No. 9 • Shaft No. 11A – with air exhaust or intake at Shaft No. 9 or Shaft No. 11C (depending on workers’ position in the NCA) • Shaft No. 11B – with air exhaust or intake at Shaft No. 18 • JPR Gate House No. 7 – with air exhaust or intake at Shaft No. 18 or 21 (depending on workers’ position in the NCA) • Shaft No. 23 – with air exhaust or intake at Shaft No. 21 • Shaft No. 26 – with air exhaust or intake at Shaft No. 33

In addition to the ventilation shaft locations listed above, auxiliary fans could also be placed at Shaft No. 16, if required.

Temporary ventilation systems installed at the Old Croton Lake Gate House, JPR Gate House No. 7, and Shaft Nos. 11A, 11B, 23, and 26 would consist of a fan mounted on or immediately adjacent to the shaft opening that would draw or expel air from/to the exterior of the shaft building. Minimal site disturbance would be required to install the ventilation systems at these locations. The fans would be required throughout the construction period and would operate only during work hours for the in- tunnel rehabilitation. Fans located within the gravity section of the NCA (at Old Croton Lake Gate House, JPR Gate House No. 7, and Shaft Nos. 11A and 11B) would operate during the period from September 2008 to May 2009, and fans located within the pressurized section of the NCA (at Shaft Nos. 23 and 26) would operate during the period from September 2008 to September 2009. Shaft locations without fans (Shaft Nos. 9, 18, 21, and 33) would provide a passive ventilation function during the rehabilitation work. This would not involve any additional construction activities or ground disturbance at these locations than what is already planned at the work site. However, major improvements unrelated to ventilation are proposed at Shaft Nos. 9, 11A, and 18 as part of the proposed action. In addition, the CLGH and Shaft Nos. 9, 18, 21, and 33 are proposed to be construction access locations for in-tunnel rehabilitation work. The environmental effects of activities at these shaft sites are discussed in Section 5.3, “Technical Analysis.”

June 2007 5-2 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities

5.2 ENVIRONMENTAL ISSUE IDENTIFICATION The following evaluation identifies the environmental issues associated with the proposed activities at each of the shaft sites. A more detailed, site by site description of each shaft site and the analysis performed for each of these relevant technical areas follows in Section 5.3. No significant adverse impacts are anticipated as a result of the proposed improvements and rehabilitation work. 5.2.1 Land Use, Zoning and Public Policy The NCA shafts are part of the existing water supply infrastructure that provides access to the Aqueduct at various locations along the 31-mile alignment of the Aqueduct. Shaft site improvements would primarily consist of below-grade repairs within the shaft structures, above-grade rehabilitation of the shaft-related structures, and landscaping and restoration of the areas surrounding the shafts. Construction activities associated with the on-site improvements and rehabilitation work would be temporary at all of the shaft locations. Although construction activities would temporarily change the appearance of a site, no permanent alteration of land use is proposed, and no significant land use impacts are anticipated. The analysis of land use is therefore limited to the characterization of the uses surrounding the shaft sites to determine if sensitive land uses (e.g., housing, hospitals, schools, and parks) are located nearby that could be affected by the proposed activities at each site. Land use is addressed for all shaft sites that are included in the rehabilitation program. The maximum time for a construction staging area to remain in place as part of the project would be from September 2008 to September 2009 (at the construction access locations and ventilation shafts within the pressurized section, only). NYCDEP maintains property ownership or an easement where all staging areas would be placed (except for those locations within the City right-of-way). As these shafts are existing facilities, no change in zoning or public policy would be required to perform the proposed work, and, therefore, no further analysis was deemed necessary. 5.2.2 Socioeconomic Conditions During the project, a maximum of approximately 200 construction workers would be working within the tunnel and at shaft sites on a given day, including a maximum of 40 construction workers per day at the tunnel construction access locations (CLGH and Shaft Nos. 9, 18, 20, 21, and 33), approximately 12 to 14 workers per week at the ventilation shaft sites (CLGH , Gate House No. 7, and Shaft Nos. 11A, 11B, 11C, 18, 21, 23, 26, and 33), and crews of approximately 10 to 14 workers at the shaft improvement sites for limited periods of time (from 1 to 3 months, except at shaft locations where the proposed improvements and structural rehabilitation work is major and may require the construction period to be extended, such as Shaft Nos. 9, 11A, 14, and 18, 23, 24A, and 25). While the approximately 200 construction workers would likely add money to the local economy through their visits to area businesses, these potential effects are anticipated to be small, short-term, and therefore not considered significant. In addition, it is unlikely that materials for the rehabilitation work would be procured locally and would therefore not substantially add to the local economy. Detailed discussions regarding potential impacts to socioeconomic conditions at each shaft site was therefore not deemed necessary at any of the sites. The New York City Water and Sewer System is financially self-sustaining; i.e., the costs of paying for system costs and operations are supported by water and sewer charges. Costs are estimated annually for the entire system, and water and sewer rates are adjusted accordingly to provide annual operating revenues equal to the costs. Therefore, residential, commercial, and industrial users of the water supply system would pay for the capital and operating costs of the proposed project through their water charges. The costs of CRO-334 are estimated to total $91 million, which will have no discernible impact on water rates. Furthermore, short-term increases in operating costs for towns that utilize Croton water may occur during the period of the shutdowns as a result of the towns’ need to shift to back up supplies and alternate connections. The Town of New Castle, Village of Ossining, Village of Briarcliff Manor,

Environmental Assessment Form 5-3 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

Village of Sleepy Hollow, Village of Tarrytown, Village of Irvington, and United Water New Rochelle (which serves the City of New Rochelle and Villages of Pelham Manor, Pelham, Bronxville, Tuckahoe, Ardsley, Dobbs Ferry and Hastings) are served by the NCA as a source of drinking water. During the shutdowns, the towns would either need to utilize their connections to the Catskill or Delaware Aqueducts or they would utilize their connections to neighboring towns’ supplies. However, the proposed project has been planned so as to occur during regularly scheduled annual shutdowns of the NCA. Therefore, the proposed work would not cause increases to operating costs which are greater than what is typically seen during the annual shutdowns. 5.2.3 Community Facilities and Services Since the project activity is temporary, it is unlikely that workers would move into the area as a result of the project. The NYCDEP Police would be the first responder to the work sites if there were an emergency during construction. Prior to initiating work, and as part of the HASP, emergency service providers would be contacted and a plan to meet the emergency needs of the proposed project would be developed. No significant additional demand on community services would be created by the project, and, therefore, no potential significant adverse impacts to community services are anticipated. No further analysis was deemed necessary. However, temporary construction access and staging required to perform in-tunnel rehabilitation and shaft improvements would have a direct effect on the parking facility of the Village of Ardsley Public Library adjacent to Shaft No. 14. A discussion regarding the potential temporary construction impacts to this publicly-funded facility is therefore provided in Section 5.3.15. 5.2.4 Open Space Detailed discussions regarding potential impacts to open space are provided for shafts located near or within designated parklands and open space resources (Section 5.3 Technical Analysis, Shaft Nos. 4, 6, 9, 14, 18, GH1, 19, 19[, 20, 22, 25, 26, and JPR). However, where the shafts are not located near open space resources, a detailed discussion of open space was not deemed necessary due to the short term and temporary nature of the project and the unlikelihood that the proposed project would have the potential to significantly increase demand on open space resources. 5.2.5 Urban Design, Visual Resources and Shadows During the rehabilitation work, most of the construction equipment and vehicles would be screened visually by existing vegetation on-site. In order to secure the sites and provide a safe working environment, a temporary chain-link fence would surround the construction areas of most of the shaft sites during the project. While these fences may temporarily change the visual character of the sites, the construction fencing would be temporary (being present for 1 month to 1 year at shaft sites, depending on the work activities proposed). This temporary modification in the sites' appearance would not be a potential significant adverse impact on visual resources or urban design, nor would the temporary construction fencing represent a significant adverse impact to shadows. With the exception of a new exterior staircase at Shaft No. 18 and new asphalt driveways at Shaft Nos. 9 and 18, no permanent new structures would be constructed as part of this project, and, therefore, no significant adverse impacts on visual resources or urban design are anticipated. Construction of the stairway at Shaft No. 18 would replace the existing stairway that was identified during previous inspections as needing rehabilitation. The asphalt roads at Shaft Nos. 9 and 18 would replace the existing graded gravel roads that are now used to access the two sites. The effects of these improvements are discussed in Sections 5.3.9 and 5.3.20, respectively. The NCA shaft sites are existing NYCDEP facilities and, to the extent that they are below-grade, they are not significant contributors to urban design. However, the Aqueduct, shafts, and associated above-ground structures are eligible for listing on the State and National Registers of Historic Places, and, as such, some of the associated above-ground structures would be considered visual resources. The proposed action would rehabilitate above-ground structures (the head houses at Shaft Nos. 9,

June 2007 5-4 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities

11A, 14, 18, 23, and 25) consistent with their historic context (see Sections 5.3.9, 5.3.11, 5.3.15, 5.3.20, 5.3.27, and 5.3.30). Prior to beginning work, NYCDEP would coordinate all plans for surface rehabilitation and shaft improvements with the NYSOPRHP to ensure that no potential significant adverse impacts on these resources occur (see Section 5.2.6, “Historical Resources”). 5.2.6 Historical Resources Archaeological Resources Minimal ground disturbance would be required around most NCA shaft locations for purposes of construction access, ventilation, and rehabilitation work. In several locations, the shaft is located within an existing building. At other locations, it would be necessary to create temporary construction staging areas ranging from 0.1 acre to approximately 0.75 acre in size, as described by specific shaft location later in Section 5.0. In such locations, in general, the activities involved would include construction of an access road and staging area, covering both with a geotextile layer and 6 inches of graded gravel, maintenance, and the subsequent removal of the gravel surface and geotextile layer. Soil disturbance would be required for the preparation of the access roads and staging areas at Shaft Nos. 1, 2, 8, 13, 15½, 17½, 19, 19[, and 20, since the shaft covers at these locations were buried during work conducted during Contract CRO-333. Excavation of up to 3 feet around the shaft covers will be required at these locations to remove the shaft covers. Soil disturbance would also be required at Shaft Nos. 9 and 18 to build new asphalt driveways, which would replace the existing graded gravel roads that are now used to access these two sites. Significant archaeological resources are not anticipated to be located above the shaft covers as severe disturbance of the sites’ soil strata occurred when the shafts were originally built, and again during Contract CRO-333. Measures undertaken to ensure that the existing surface at the shaft sites is not disturbed, including the introduction of a geotextile layer and graded gravel surface, would ensure that potential archaeological deposits in the areas surrounding these shafts are not disturbed. Additionally, the NYCDEP prepared Phase 1A and Phase 1B cultural resources investigations under CRO-333 in order to discover the potential for archaeological resources to be present along the length of the entire Aqueduct and at shaft sites in areas that may be disturbed or excavated as part of the proposed project. The Phase 1A report indicated that the proposed work activities at certain shaft locations (Shaft Nos. 1, 2, 13, and 15½) may be conducted in areas sensitive for archaeological resources, and, therefore, NYCDEP conducted Phase 1B archaeological testing on these sites prior to construction activities under Contract CRO-333. Results of the Phase 1B report are summarized for each of these sites in Sections 5.3.2, 5.3.3, 5.3.14, and 5.3.17). Both the Phase 1A and Phase 1B reports were prepared under Contract CRO-333, during the inspection phase of the project. ,A subsequent Phase 1A is being prepared for this phase of the project since structural modifications are being made to the system, beyond which were addressed in the initial report. Architectural Resources The NCA, its shafts, and associated above-ground structures are eligible for listing on the National and State Registers of Historic Places. Proposed rehabilitation activities and improvements at the NCA shaft sites, ranging from minor repairs of leaking shaft linings to major reconstruction of the shaft chamber’s walls and floors, would represent an alteration to the character or appearance of the below-ground shaft structures and related above-ground facilities. Due to the eligible listing of the NCA and associated structures, NYCDEP would coordinate its plans for all NCA work with the NYSOPRHP. Prior to construction, the Secretary of the Interior’s Standards for the Treatment of Historic Properties would also be utilized as part of the project design in order to ensure the retention of the historic character of the structures. By following the recommendations and implementing the requirements of the NYSOPRHP, NYCDEP would ensure that no potential significant adverse impacts to the historic character of the NCA and associated structures occur. This issue is addressed for each shaft site for which work is proposed.

Environmental Assessment Form 5-5 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

5.2.7 Neighborhood Character Neighborhood character is an amalgam of the many factors that combine to give an area its distinctive personality. These components include land use, urban design, visual resources, historic resources, socioeconomic conditions, patterns and volumes of traffic and noise levels that help define a community. The proposed on-site improvements and temporary construction activities are not anticipated to cause a potential significant adverse impact to neighborhood character in any of the diverse settings in which they are located. Any permanent alteration to the NCA shafts and related above-ground structures is intended to improve the overall condition of the facility and would be coordinated and approved by NYSOPRHP prior to beginning work to ensure that no potential significant adverse impacts to the historic character of the NCA and associated structures occurs. Construction activities would be generally confined to temporary staging areas and access roads immediately surrounding the shaft. Temporary construction activities would not generate significant impacts to traffic or noise. No potential significant adverse impacts to neighborhood character are anticipated to occur as a result of the proposed activities, and, therefore, a detailed discussion of neighborhood character for each shaft site was not deemed necessary. 5.2.8 Natural Resources A number of shaft sites have natural resources that have been identified in the immediate vicinity of the shaft location. These resources were defined under Contract CRO-333, based on field inventories and a subsequent threatened and endangered species survey conducted in spring and summer of 2004. Locations where natural resources may be affected are addressed at each individual shaft site, including Shaft Nos. 1, 2, 8, 9, 14, 18, 19[, and 20 (see Sections 5.3.1, 5.3.2, 5.3.6, 5.3.8, 5.3.9, 5.3.15, 5.3.20, 5.3.23, and 5.3.24, respectively). NYCDEP would restore all disturbed areas as part of this project where possible and would restore the construction access shafts at the end of the rehabilitation activities to pre-construction condition. A Storm Water Pollution Prevention Plan (SWPPP) would be prepared and implemented throughout construction activities at each shaft site along the entire Aqueduct to ensure that no potential significant adverse impacts from erosion or sedimentation are caused by construction activities. The SWPPP for the proposed action would include Water Quality and Quantity Control Plan components in addition to an Erosion and Sediment Control Plan. 5.2.9 Hazardous Materials During the work activities, the contractor may introduce hazardous materials to the NCA work locations, such as diesel fuel, gasoline, lubricants, or glycol, to support the operation of vehicles and heavy equipment. Chemicals utilized during site activities would be contained, stored, and transported in compliance with all applicable Federal, State, and local regulations. MSDSs would be provided to construction workers for the construction-related hazardous materials that may be introduced to the project site. A HASP would be implemented to protect worker safety during the surface rehabilitation and shaft improvement activities, and a plan would be implemented to establish procedures to be followed in the event of a spill. The NYSDOH procedures for reactivation of the tunnel once the rehabilitation work is complete will purge the drinking water of any potentially hazardous materials that may have been introduced during the project (see Section 3.0 “Analysis of Dewatering, Reactivation, and Rewatering”). Minimal excavation activities would be required in some locations to perform the proposed activities. In most cases, the only soil excavation required as part of the project is the excavation of approximately 3 feet around select shaft covers, to a depth of no greater than 2 feet below grade. Clearing and grubbing may also be required for access road and staging area preparation in wooded areas. However, the potential exists that soils surrounding the shaft may have become contaminated due to off-site releases of hazardous materials from nearby properties. Typically, the presence or likely presence of a hazardous material or petroleum product under conditions that would indicate a release, or a material threat of release, is a recognized environmental condition. A Phase I Environmental Site Assessment was conducted in October 2001, and subsequently updated under

June 2007 5-6 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities

Contract CRO-333 in 2004 for the area within a 1/8-mile along the entire Aqueduct. Each property within a 1/8-mile radius of the shaft with a recognized environmental condition has been identified as a potential Site of Concern. Approximately 1,300 Sites of Concern were identified (see Appendix A for a listing of these sites). NYCDEP commits to implementing proper remediation measures during the rehabilitation activities, if hazardous materials are found. This issue is therefore not addressed on a site by site basis in Section 5.3. Four sites would require the removal of sediment (Shaft Nos. 9, 14, 18, and 25). Sediment removed from the blow-off chambers at these sites during Contract CRO-333 was tested and was not found to contain hazardous materials. Therefore, the potential for sediment removal from the blow-off chambers at these sites to result in an adverse impact due to exposure to hazardous materials is not anticipated. However, sediment taken from the chamber at the top of the pump shaft at Shaft No. 25 was found to contain hazardous levels of lead, and the potential for adverse impacts due to exposure at this location is addressed in Section 5.3.30. A HASP would be adhered to that further ensures that no potential significant adverse impacts to the workers and the environment would occur. An asbestos survey conducted during Contract CRO-333 indicated the presence of asbestos- containing material (ACM) in some suspect building materials at the head house structures at Shaft Nos. 11A, 18, and 23 (see Asbestos Inspection and Survey Report for New Croton Aqueduct Rehabilitation Shaft Head Houses, dated January 31, 2006), including the following:

• At Shaft No. 11A, it was assumed that approximately 414 SF of waterproofing membrane under the concrete roof slab of the head house contained asbestos;

• At Shaft No. 18, laboratory results confirmed the presence of asbestos fibers in approximately 1,726 SF of tarpaper and 166 SF of flashing at the shaft’s head house structure; and

• At the Shaft No. 23 head house, approximately 20 SF of asphalt mastic patches on the concrete roof seams was confirmed to contain asbestos. It was also assumed that approximately 414 SF of waterproofing membrane under the concrete roof slab contained asbestos.

The asbestos survey recommended that all ACM should be removed and disposed of in accordance with 12 NYCRR 56 “Asbestos”, and 15 RCNY Part 1. A plan consistent with these regulations would be developed and implemented by the contractor prior to the initiation of work. This plan would become a component of the specifications for the contracted work. NYCDEP commits to implementing proper safety measures during the rehabilitation activities. Since this work would be completed prior to demolition, no significant adverse impacts as a result of ACM are anticipated at these sites. 5.2.10 Coastal Zone Management/Waterfront Revitalization Although some portions of the 110-year-old NCA, including Shaft Nos. 9, 11A, 11B, 11C, 24, 24A, and 25, are located within the coastal zone as defined by Coastal Zone Management Plans accepted for New York State, significant conflicts with coastal zone policies are not expected to occur as a result of the proposed rehabilitation activities (see letter of determination from New York State Department of State regarding Coastal Zone Policy/Waterfront Revitalization consistency review, Appendix C). 5.2.11 Infrastructure and Energy The potential for the NCA shutdown to impact infrastructure is presented in Section 3.0. Rehabilitation work at Shaft Nos. 3, 4, 6, and 10 would require the temporary removal of the muncipal water taps within the shafts. Potential impacts associated with the temporary removal of the water connection at these shaft sites are discussed in Sections 5.3.4, 5.3.5, 5.3.7, and 5.3.10.

Environmental Assessment Form 5-7 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

Energy for shaft work would either be provided by existing electrical utility connections at the shaft sites or by small generators brought on site during construction activities. The only substantial energy demand at a shaft location is associated with ventilation equipment. The analysis of this issue is therefore limited to sites where ventilation fans would be installed (Old Croton Lake Gate House, JPR Gate House No. 7, and Shaft Nos. 11B, 23, and 26). No potential significant impacts to energy supply are anticipated to result as part of this project as energy demand is anticipated to be negligible compared to existing system capacity. 5.2.12 Solid Waste and Sanitation With the exception of four sites, no solid waste would be generated, and no sanitary services would be required as a result of the proposed project. At Shaft Nos. 9, 14, 18, and 25, an estimated maximum of 900 tons of saturated material, consisting mostly of sediment and construction debris is anticipated to be removed during the project, as discussed in Sections 5.3.9, 5.3.15, 5.3.20, and 5.3.30, respectively. 5.2.13 Traffic and Parking Traffic Work on the NCA would occur from September 2008 to May 2009 in the gravity-flow section and from September 2008 to September 2009 in the pressurized-flow section. During these periods, the anticipated peak construction trips were estimated based on final engineering design for the work at the shaft sites. The peak number of trips anticipated at each shaft site is discussed within the individual shaft sections. The maximum peak hour trips at any of the shaft sites would be 40 vehicles. The temporary construction traffic generated would be below the CEQR thresholds of significance that would require detailed analysis at the shafts sites. Therefore, no potential significant adverse impacts to traffic are anticipated. Where temporary street closings are necessary in New York City, proposed traffic and pedestrian maintenance measures would be coordinated with the New York City Department of Transportation. Since work at Shaft Nos. 22, 28, 29, and 33 would require street and/or sidewalk closures, a discussion of the duration and nature of the closure is provided within each shaft section (Sections 5.3.26, 5.3.32, 5.3.33, and 5.3.34). Parking The design of many of the staging areas for the shafts includes, where possible, areas for on-site parking in order to minimize the potential for adverse impacts to occur. Since relatively small construction crews are necessary (maximum of 40 workers per day at the construction access locations, an average of 12 to 14 workers per week at the ventilation shaft sites, and crews of approximately 10 to 14 workers per day at the shaft improvement sites), no potential significant adverse parking impacts are anticipated to occur in the vicinity of sites. However, where public and private parking facilities may be affected by temporary construction staging at a shaft site, a discussion of the potential impacts is provided (Shaft Nos. 5, 11A, 14, 20, 22, 28, 29, and 33). 5.2.14 Transit and Pedestrians There are limited transit facilities located within the area of most of the shaft sites. The proposed project is therefore not anticipated to result in potential significant increases in transit ridership, and no further analysis was deemed necessary. In most cases, no modifications to pedestrian movement would be necessary to facilitate the proposed shaft activities. Where temporary street or sidewalk closings are necessary, proposed traffic and pedestrian maintenance measures would be coordinated with the New York City Department of Transportation. If shaft work would require street and/or sidewalk closures, a discussion of the duration and nature of the closure is provided within the shaft section. As potential impacts would

June 2007 5-8 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities

only last during the temporary construction period, they are not anticipated to be significantly adverse. 5.2.15 Air Quality Mobile Source The reasonable worst-case estimate of traffic trip generation anticipated at each site is fewer than 40 peak hour vehicles. The temporary construction traffic generated from proposed NCA rehabilitation activities would not generate enough vehicular traffic at any one location along the 31-mile NCA to exceed CEQR thresholds of significance that would require detailed analysis at the shafts site. Potential significant adverse air quality impacts from mobile sources are therefore not anticipated, and no further analysis was deemed necessary.

Since there is no defined methodology determining the potential for significant PM2.5 impacts from vehicle sources of emissions, an interim method has been developed by NYCDEP's Bureau of Environmental Planning and Analysis (BEPA). BEPA determined a screening procedure could be used if there were less than 21 truck trips per hour. At this volume, maximum annual PM2.5 concentrations would be below the 0.1µg/m3 de minimis threshold values. Since work at each shaft would involve a total daily truck trip volume much less than 21 trips, no potential significant impacts from mobile sources of PM2.5 would be expected for this short duration of activity. Stationary Source Analysis The proposed ventilation system and construction activities at each shaft site would involve the use of equipment, diesel or gas powered generators, and supply delivery trucks. In general, diesel-powered equipment and trucks are mainly a concern because of the potential particulate matter that they can emit. However, the use of on-site equipment would be intermittent and short-term and would have little additional contribution to PM2.5 values. Use of generators would only be required as a back-up power source during power outages at the construction access locations and ventilation shafts. At the shaft improvement sites, generators and diesel powered equipment would be used intermittently for a period of up to three weeks (depending on the work required). All off-road diesel equipment would comply with NYC Local Law 77, which requires the use of Ultra Low Sulfur Diesel Fuel and Best Available Technology for reducing emission of pollutants. Infrequent usage of construction equipment and small generators during the rehabilitation work is not anticipated to represent a potential significant adverse impact from stationary sources. During the period when work would be done in the tunnel, ventilation fans would be used to control air flow and maintain air quality suitable for workers throughout the tunnel. With the exception of Shaft No. 11B, which is not enclosed within a structure, ventilation fans would be located within existing enclosed shaft structures and would be hard-wired to existing local utility connections. The ventilation fan at Shaft No. 11B would be mounted on top of the shaft opening. At the exhaust locations, air from within the tunnel would be released. Expelled air may have trace amounts of pollutants from the small equipment used within the tunnel for rehabilitation activities. This issue is addressed in Sections 5.3.11, 5.3.15, 5.3.20, 5.3.25, and 5.3.34) 5.2.16 Noise Noise abatement procedures may be implemented as required in order to conform to local ordinances or noise codes. Such measures, if required, may include the design and installation of noise attenuation fencing surrounding the staging area perimeter and the use of portable acoustic barriers to be utilized where and whenever necessary to surround and attenuate noise from equipment such as generators and compressors that will be used during construction activities at some of the sites (Shaft Nos. 9, 11A, 14, 18, 18-1/4, 20, and 33) as well as for the temporary ventilation system that would be installed at some of the sites to provide in-tunnel ventilation (Croton Lake Gate House, JPR Gate House No. 7, and Shaft Nos. 11A, 11B, 16, 23, and 26). These measures may be implemented in areas with nearby residences or other sensitive land uses; however, due to the temporary daytime nature of the proposed activities, no potential significant adverse impacts from noise are anticipated.

Environmental Assessment Form 5-9 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

Detailed discussions of the potential for significant noise impacts to result from the temporary construction activities and ventilation system are provided within each shaft section as appropriate. 5.2.17 Construction Impacts The NCA rehabilitation work, both above and below grade, would be temporary, lasting from September 2008 to May 2009 in the gravity section of the NCA and from September 2008 to September 2009 in the pressurized section of the NCA. The assessment of construction phase impacts is included in the environmental evaluation for each relevant technical area, at each individual shaft location. All impact assessment in relevant categories pertains to the construction activities during this period. 5.2.18 Public Health The on-site rehabilitation work would not constitute a public health risk. The process of Aqueduct rehabilitation would occur during a period when the Aqueduct is not in use and would not compromise the quality of drinking water. The Aqueduct would be thoroughly cleaned and disinfected prior to the startup of operations. No potential significant adverse impacts to public health would occur. Four sites (Shaft Nos. 9, 14, 18, and 25) would require the removal of sediment that may have the potential to result in an adverse impact due to exposure to hazardous materials, if the material is contaminated. A HASP would be adhered to that ensures that no potential significant adverse impacts to the workers and the environment would occur. This issue is addressed for each of the sites in Sections 5.3.9, 5.3.15, 5.3.20, and 5.3.30.

5.3 TECHNICAL ANALYSIS 5.3.1 Croton Lake Gate Houses The Old Croton Lake Gate House, constructed in 18902, is located on the south side of the New Croton Reservoir, in the Town of the Yorktown, Westchester County, New York. The New Croton Lake Gate House, constructed in 1985, is located between the Old Croton Lake Gate House and the New Croton Reservoir. Both gate houses and the surrounding area are owned by the City of New York and are under the jurisdiction of NYCDEP. In general, the City of New York has jurisdiction over approximately 35.7 miles of shoreline around the New Croton Reservoir, including the area immediately surrounding the Croton Lake Gate Houses. The Old Croton Lake Gate House is an above-grade, one-story structure. Together with the New Croton Lake Gate House, it is the starting point of the NCA and distributes water from the reservoir into the Aqueduct. The Croton Lake Gate Houses are situated within a forested, non-residential area along Arcady Road and are not intended for public access or recreation. Proposed Work No structural improvements are proposed at the Croton Lake Gate Houses. However, the Old Croton Lake Gate House would be used as a ventilation site during the in-tunnel rehabilitation work. During the in-tunnel rehabilitation, a fan would be installed and mounted directly on top of the shaft located within the Old Croton Lake Gate House, and air would be drawn from the exterior of the building through a door that would be left open, but screened to prevent foreign matter from being drawn through the system. The screen would also perform a security function to prevent personnel entry into the room through this door. Air drawn from Old Croton Lake Gate House would flow to Shaft No. 9 providing continuous air movement within the gravity portion of NCA between Old Croton

2 The original Croton Lake Gate House, which was constructed in 1840, lies submerged in the Croton Reservoir to the northeast of the New Croton Lake Gate House. The 1890 Croton Lake Gate House (AKA “the Old Croton Lake Gate House”) was built when the new dam was built in 1890.

June 2007 5-10 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities

Lake Gate House and Shaft No. 9. The fan would be required to operate during work periods throughout the duration of the in-tunnel rehabilitation work within the gravity section of the NCA (from September 2008 to May 2009). The lower level of the New Croton Lake Gate House is proposed as a main construction access location for personnel, equipment, and materials into the Aqueduct to perform in-tunnel rehabilitation to approximately Shaft No. 5 of the Aqueduct. During these work activities, a door would be installed over the New Croton Lake Gate House’s existing shaft cap, to prevent short-circuiting the fan’s established air flow. The area surrounding the New Croton Lake Gate House is currently occupied by an asphalt parking area. This area would also serve as a temporary staging area, including the location of a 20-foot storage container and trailer. Work at the New Croton Lake Gate House would occur during the period from September 2008 to May 2009. Impact Analysis The following sections describe the potential for environmental effects resulting from the proposed on-site activities for each relevant technical area below. No significant adverse impacts to the Croton Lake Gate Houses or surrounding area are anticipated as a result of the work activities proposed at this site. Land Use, Zoning, and Public Policy The site is located within a nonresidential, forested area along Arcady Road. Vehicular parking would be accommodated in the existing parking lot. Aside from short-term, on-site staging of equipment and on-road parking of vehicles, no additional changes to land use would occur in this area. Upon completion of the improvements at the Old Croton Lake Gate House and the in-tunnel rehabilitation work, construction equipment would be removed, and the site would be restored to a condition similar to its pre-construction condition. No long-term changes to the land use are proposed. Infrastructure and Energy The ventilation fan at Old Croton Lake Gate House, which would operate during work hours between from September 2008 to May 2009, would be directly connected to the local utility. The fan’s energy usage would be negligible compared to the existing electric utility capacity, and, therefore, would not represent a potential significant adverse impact to infrastructure and energy. Noise The Croton Lake Gate Houses fall within the jurisdiction of the Town of Yorktown, Westchester County, New York. The Town of Yorktown does not provide absolute construction noise limits during the daytime, however, the local noise ordinance prohibits the generation of construction noise from 11:00 p.m. to 7:00 a.m. on weekdays, and 10:00 p.m. to 8:00 a.m. on weekends. Work activities at the Old and New Croton Lake Gate Houses would be scheduled to occur between 7:00 a.m. to 6:00 p.m. Monday to Friday, meeting the requirements of the Town’s noise ordinance. All approvals, permits, and variances would be secured as necessary prior to the commencement of work activities. Mobile source noise from up to 15 construction workers driving to and from the site during the peak a.m. and p.m. hours may result in temporary increases in noise levels along the access roads. However, worker arrival and departure periods would be in accordance with daytime construction activity restrictions of the Town’s noise ordinance. The ventilation fan, which would run from the shaft access room within Old Croton Lake Gate House, is not anticipated to cause inconvenience to on-site staff since the fan would be located in a separate and secure room, away from on-site staff. However, in order to conform to NYCDEP Environmental Health & Safety Policies and Procedures and OSHA standards, the staff would be required to wear hearing protection while working within the Old Croton Lake Gate House in the vicinity of the fan, if appropriate.

Environmental Assessment Form 5-11 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

Short-term temporary noise level increases during the rehabilitation work at the Croton Lake Gate Houses are not expected to be significant, since noise-sensitive receptors are more than ½-mile from the site. The ventilation fan would be located within the Old Croton Lake Gate House, which would attenuate the exterior noise produced during fan operation. The temporary construction activities would be conducted within the Town’s noise ordinance. Therefore, the potential for significant adverse noise impacts are not anticipated. 5.3.2 Shaft No. 1 New Croton Aqueduct Shaft No. 1 is a below-grade structure in the Town of Yorktown, Westchester County, New York. The City of New York owns a 3.6-acre parcel of land surrounding the shaft. The shaft site and surrounding area is zoned for single-family residential use, but consists of mostly undeveloped, mature upland forest. Residences are located approximately 450 feet away. The site is located along Aqueduct Road; the is located approximately 600 feet to the west. Proposed Work Previous inspections of Shaft No. 1 recommended the following minor repairs and surface rehabilitation: • Removal and disposal of existing ladder within shaft; • Patching holes in the brick and mortar lining caused by removal of the ladder; and • Site restoration, including removal of construction debris and invasive plant species; replanting of trees and shrubs; and removal of temporary construction fencing, graded gravel surface, and geotextile layer. Proposed work at Shaft No. 1 would utilize the 20-foot-wide, 125 feet long corridor to the shaft location from Aqueduct Road, which was established and utilized during Contract CRO-333. A 13- foot-wide access road constructed of graded gravel with an underlying geotextile layer would be constructed within the cleared corridor. A staging area measuring approximately 2,000 square feet, enclosed by chain-link security fencing would be created around the shaft. The total area of ground disturbance proposed at this location, which is the same area that was disturbed during Contract CRO-333 activities, is approximately 0.25 acres, including areas disturbed for the access road and all staging area needs. Various heavy pieces of equipment, such as a cherry picker and back hoe, would be utilized on site. Once the temporary staging area is established, the existing new shaft cover, which was replaced in 2005 under Contract CRO-333, would be removed and the shaft opening would be secured with temporary guard railing for reasons of safety and to prevent debris from entering the shaft. Excavation of up to 3 feet depth around the shaft cover may be required to reach the shaft cover and enable its removal, since the shaft cover was buried with fill upon completion of work activities during Contract CRO-333. The existing ladder within the shaft would be detached from the shaft lining and lifted out of the shaft opening by a crane or hoist, in sections at a time. The ladder would be removed and disposed of at an appropriate waste disposal facility. Any holes in the brick and mortar lining caused by removal of the ladder would be patched with non-shrink grout. The shaft cover would be replaced over the shaft opening and buried for security purposes upon completion of the work activities. The geotextile layer and gravel, along with erosion and sediment control measures, would remain installed and maintained until after March 1st, when the seeding season begins. The sediment and erosion control measures would be inspected following every run-off producing rainfall, and in no case, less than once every week. After March 1st, and upon completion of the work activities at the site, the temporary geotextile layer, graded gravel access road, construction/security compound, and all soil/sediment control measures would be removed, and the area would be replanted with

June 2007 5-12 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities ecologically appropriate species consistent with the existing vegetation community. A total of 49 trees would be planted after the work for Contract CRO-334 is completed in order to replace the trees that were removed previously and to prevent the re-growth of invasive species. Work at Shaft No. 1 would occur for up to 3 months between the period of September 2008 and May 2009, during the in-tunnel rehabilitation work. The peak number of workers per day that would be required on-site is estimated to be ten working in one shift (7:00 a.m. to 6:00 p.m. Monday through Friday). The number of trucks used to deliver materials and remove debris is anticipated to be an average of four trucks per day for this limited time period. This site is not a proposed construction access location or ventilation shaft for in-tunnel rehabilitation work. Impact Analysis The following sections describe the potential for environmental effects resulting from the proposed activities at Shaft No. 1 for each relevant technical area below. No significant adverse impacts are anticipated as a result of the improvements proposed at this site. Land Use, Zoning, and Public Policy The proposed structural improvements to Shaft No. 1 would be below grade and would not affect land use, zoning, or public policy. Potential impacts of proposed construction activities would be temporary (lasting up to three months) and confined to the construction staging and security area around the shaft and the access corridor (approximately 0.25 acres in total). The residential area closest to the shaft site is located approximately 450 feet to the north. This area would not be adversely affected, since the activity proposed is temporary and relatively distant from the homes. Most of the construction equipment and vehicles would be screened visually by existing vegetation on-site, including a line of trees and shrubs along Aqueduct Road. All of the construction activity would be confined to the cleared 0.25-acre areas of the shaft site. The existing forested areas would be preserved to buffer adjacent land uses and maintain the character of the site. Therefore, no potentially significant impacts would be expected to occur to land use, zoning, or public policy as a result of the proposed rehabilitation work at Shaft No. 1. Historical Resources Archaeological Resources In May 2004, the NYCDEP prepared a Phase 1A cultural resources investigation in order to identify whether archaeological resources are present along the length of the entire Aqueduct and at shaft sites in areas that may be disturbed or excavated as part of the proposed project. The report findings indicted that while sensitive archaeological resources may be present at the project site, the presence of significant archaeological resources in the area directly above and immediately surrounding Shaft No. 1 is unlikely, since severe disturbance would have occurred during the construction of the shaft in the late 1800’s. However, the proposed installation of an access road and construction staging area at Shaft No. 1 would be located in an area that is known to be sensitive for precontact archaeological resources. Most notably, the Phase 1A report identified an Indian village/burial site less than ¼ quarter mile to the east of the project site. Since the topography around the shaft and in the location of the proposed access road may require grading and leveling in order to complete the proposed actions, NYCDEP conducted Phase IB archaeological field testing in locations where planned grading activities would occur. The field testing, which was conducted on July 29, 2004, included five 50 x 50 centimeter (cm) test pits established within the location of the proposed access road and staging area, excavated down to bedrock, which was encountered at differing elevations, from 20 to 54 centimeters below grade. The results of the Phase 1B testing indicated that severe disturbance and modern trash and other possible dumping activities have occurred in the area surrounding the shaft. There was no evidence of any extant precontact cultural resources in the proposed access road or staging area. Therefore, no

Environmental Assessment Form 5-13 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

archaeological resources would be affected by the proposed construction and grading of an access road and staging area at Shaft No. 1. No additional research or field investigations was recommended. Architectural Resources Proposed improvements at Shaft No. 1 involve the removal of the existing ladder, which would alter the character of the shaft. Since Shaft No. 1 is eligible for listing on the National and State Registers of Historic Places, NYCDEP would coordinate its plans for all proposed improvements with the NYSOPRHP. Prior to construction, the Secretary of the Interior’s Standards for the Treatment of Historic Properties would be utilized to ensure the retention of the historic character of the structures. By following the recommendations and implementing the requirements of the NYSOPRHP, NYCDEP would ensure that no potential significant adverse impacts to the historic character of the NCA and associated structures occur. Natural Resources Shaft No. 1 is located within a landscape of predominantly mature Oak-Hickory forest consisting of red oak (Quercus rubra), sugar maple (Acer saccharum), black birch (Betula lenta), and bitternut hickory (carya cordiformis). The shaft, which is surrounded by a forest clearing, is located adjacent to and approximately 100 feet away from Aqueduct Road. Proposed work at Shaft No. 1 would utilize the 20-foot-wide, 125-foot-long corridor to the shaft location from Aqueduct Road, which was established and utilized during Contract CRO-333. Vegetation within the access road and shaft area is primarily a successional old field community dominated by non-native, invasive species such as tree of heaven (Ailanthus altissima); tartarian honeysuckle (Lonicera tatarica), multiflora rose (Rosa multiflora), bittersweet (Celastrus orbiculatus), Japanese knotweed (Polygonum cuspidatum), mugwort (Artemisia vulgaris) and wineberry (Rubus phoenicolasius). Mature trees adjacent to the access road and shaft area are black birch, red oak, white ash (Fraxinus americana) and tulip tree (Liriodendron tulipifera). Slopes are predominantly level leading to and surrounding the shaft and soils consist of tailings or the overburden materials from the original shaft excavation. Grading activities to accommodate the shaft improvement work would be limited to the proposed access road, 13 feet wide and 125 feet long within the access corridor, and a staging area surrounding the shaft within the forest clearing. Vegetation The proposed on-site activities would require minimal disturbance to existing vegetation immediately surrounding Shaft No. 1 and along the proposed construction access corridor, since the area was cleared under Contract CRO-333. The access corridor is planted with wild flower mix and covered predominately in an herbaceous and shrub layer consisting of multiflora rose, raspberry, and bittersweet. Trees that were removed during the inspection phase of the project (Contract CRO-333) to allow proper site access will be replaced upon completion of the proposed work at Shaft No. 1, as part of a detailed planting schedule to prevent the growth of invasive species in the area. A white ash tree adjacent to the southern portion of the access road and a tulip tree on the southwest corner of the shaft area have been identified as trees that should be avoided, and would not be significantly affected by shaft improvement activities on-site. Minor trimming of branches to allow vertical clearance during construction activities may be required. All tree limb removals would be conducted by a certified arborist at the appropriate time. The shaft area is covered with tartarian honeysuckle, multiflora rose, raspberry, tree-of-heaven, and bittersweet. Trees located in close proximity to the staging area and access road would be monitored periodically during the proposed project and a minimum of six months following cessation of all work related to the project in order to identify any trees that may have been weakened by adjacent construction activities. If certain trees are identified as damaged or dying, the stressed trees would be removed and replaced for a period of 18 months following cessation of all work.

Wetlands and Water Resources

June 2007 5-14 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities

The NYSDEC Freshwater Wetland Map for Westchester County (NYSDEC, October 7, 1987, no revision date) was reviewed to determine if state-regulated wetlands exist in the vicinity of the shaft. No state-regulated wetlands are identified on the NYSDEC Freshwater Wetland map in the vicinity of Shaft No. 1. In April 2004, the project area was field inspected to determine if regulated wetlands occur in the vicinity of the shaft and access road. A determination was made in accordance with the USACOE Wetlands Delineation Manual (1987). An approximately 0.5 acre deciduous forested wetland was identified to the south of the existing access road. This forested wetland is dominated by mature red maple (Acer rubrum), green ash (Fraxinus pennsylvanica) and river birch (Betula nigra). The wetland originates as a seep at the base of tailings to the southeast of the shaft and drains to the south. Construction access would not require placement of fill or clearing of vegetation within the wetland. Clearing of existing woody vegetation adjacent to the wetland for construction of the access road would be minimized. The Town of Yorktown regulates activities surrounding the wetland located near Shaft No. 1. According to the Town of Yorktown code, since the wetland is less than 1 acre in size (approximately ½ acre), the buffer would extend beyond the wetland a distance of ½ the width of the wetland itself at that point. The buffer would be no more than 100 feet and no less than 50 feet. Since the width of the wetland at the nearest point is approximately 80 feet, the buffer zone would be the minimum of 50 feet from the wetland. Efforts were taken to minimize the degree to which construction activities would encroach upon the protective wetland buffer. The temporary access road is located approximately 70 feet from the identified wetland and would not encroach on the buffer zone indicated by the Town of Yorktown code. Despite the work activities being conducted outside the regulated zone, coordination with the Town of Yorktown would occur prior to construction to ensure strict adherence to wetland regulations. Protective fencing would be placed around the wetland to minimize any potential impacts during construction. A Storm Water Pollution Prevention Plan (SWPPP) would be prepared and implemented throughout construction activities to ensure no potential significant adverse impacts from erosion or sedimentation caused by construction activities. There are no streams located in the vicinity of the shaft. The site drains to the south for approximately 2,500 feet to an unnamed tributary of the New Croton Reservoir. No potential significant adverse impacts to wetlands or water resources are anticipated. Wildlife Resources The old-field successional habitat within the immediate project area is not a significant wildlife resource or natural community due to its limited size and prevalence of invasive species. The forested habitat beyond the site area does, however, consist of high quality wildlife habitat including mature upland and wetland forest, rock outcrops, and vernal pools. It would be expected to support a high diversity of plant and animal species. Typical wildlife species that may occur within the vicinity of Shaft No. 1 are included in Table 5-1. Although wildlife that may utilize the shaft environs and adjacent forested habitat could be temporarily displaced during construction, the construction schedule is limited to the non-breeding season from September through April and is not expected to have a potential significant adverse impact on wildlife. However, owls, raptors (hawks), some early migrating songbirds (American Robin), and other birds such as American Crows (Corvus brachyrhynchos), Fish Crows (Corvus ossifragus), and Blue Jays (Cyanocitta cristata) begin their breeding activities much earlier. Owls and raptors begin breeding as early as February while others noted above begin in April. Work would cease in the vicinity of any nest/roost found until a NYCDEP Wildlife Biologist is notified and assesses the situation.

In preparation of the EAF for the inspection phase of the project under Contract CRO-333 (dated May 14, 2004), the NYSDEC Natural Heritage Program and Breeding Bird Atlas Survey were contacted to

Environmental Assessment Form 5-15 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

determine if state or federal listed species or significant natural areas occur within the vicinity of the project. The Natural Heritage Program did not identify any known records of rare or state-listed species of natural communities in the immediate vicinity of the project site. However, the Breeding Bird Atlas Survey identified the Yellow-breasted chat (Icteria virens, S3) and Acadian flycatcher (Empidonax virescens, S3). These species have a natural heritage rank of S3 indicating a conservation concern due to regional rarity or declining populations. The yellow-breasted chat is a designated Species of Special Concern in New York State. The proposed work activities at Shaft No. 1 would not cause a potential significant adverse impact to the forested habitat adjoining the shaft that is suitable for these species and would only temporarily disturb a 0.25-acre area of an extremely large area of available habitat that covers most of northern Westchester County. In a letter dated October 3, 2006, NYSDEC confirmed that the results of the Natural Heritage Program database review and Breeding Bird Atlas survey remain valid. Active bird nests or roosts found to be on the structures or in the zone of construction disturbance are protected under the Migratory Bird Treaty Act and would not to be disturbed in any way until the appropriate permit is issued by the United States Fish and Wildlife Service and/or the NYSDEC. The Rock Dove (Columba livia), European Starling (Sturnus vulgaris) and House Sparrow (Passer domesticus) are exempt from the Migratory Bird Treaty Act. All work on structures with active bird nests or roosts would be done between August 1 and March 31 (outside the breeding season). Work would cease in the vicinity of any nest/roost found until a NYCDEP Wildlife Biologist is notified and assesses the situation. The New York State Amphibian and Reptile Atlas Project (NYSDEC, 1990-1999) was contacted to determine if any species of concern have been documented within the general vicinity of the project. Two Species of Special Concern in New York State are known to occur from the Ossining, New York Quadrangle: the Eastern box turtle (Terrapene carolina) and Eastern hognose snake (Heterodon platirhinos). Eastern Box turtle and Eastern hognose snake may use the successional old-field habitat in the vicinity of the shaft. However, given the timing and limited duration of construction, potential significant adverse impacts to these species are not anticipated. In the spring and summer of 2004, a Survey for Threatened and Endangered Species and Species of Special Concern was conducted at Shaft No. 1 to confirm the presence/absence of threatened, endangered, or special concern species (see Appendix B). The survey period consisted of six site visits from May 27 to June 24, 2004. The survey results indicated that no threatened, endangered, or special concern species were found on site during the survey period. Some suitable habitat for Acadian flycatcher, which nests in deciduous forests, was found, but suitable habitat was not found for Yellow-breasted chat, which prefers sunny thickets and brush, or Eastern hognose snake, which prefers open sandy habitats. Although there is suitable habitat for Eastern box turtle, which prefers damp forests, fields, and floodplains, no individuals were found. The following bird species were identified during the survey: Red-tailed Hawk (Buteo jamaicensis), Downy Woodpecker (Picoides pubescens), Red-bellied Woodpecker (Melanerpes carolinus), Wood Pewee (Contopus virens), Eastern Phoebe (Sayornis phoebe), Red-eyed Vireo (Vireo olivaceus), Blue Jay, Tufted Titmouse (Baeolophus (Parus) bicolor), Black-capped Chickadee (Poecile atricapillus), White-breasted Nuthatch (Sitta carolinensis), Carolina Wren (Thryothorus ludovicianus), Wood Thrush (Catharus mustelinus), Veery (Catharus fuscescens), American Robin (Turdus migratorius), Gray Catbird (Dumetella carolinensis), Starling (Sturnus vulgaris), American Redstart (Setophaga ruticilla), Ovenbird (Seiurus aurocapillus), Scarlet Tanager (Piranga olivacea), Cardinal (Cardinalis cardinalis), Rose-breasted Grosbeak (Pheucticus ludovicianus), Common Grackle (Quiscalus quiscula), Bronzed Cowbird (Molothrus aeneus), American Crow (Corvus brachyrhynchos), and Eastern Goldfinch (Spinus tristis).

June 2007 5-16 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities

TABLE 5-1 TYPICAL WILDLIFE SPECIES POTENTIALLY OCCURRING IN THE VICINITY OF SHAFT NO.1 Common Name Scientific Name Common Name Scientific Name Birds Reptiles/Amphibians Sharp-shinned Hawk Accipiter striatus Dusky Salamander Desmognathus fuscus Broad-winged Hawk Buteo platypterus Eastern Newt Notophthalmus viridescens American Woodcock Scolopax minor Four-toed Salamander Hemidactylium scutatum Yellow-billed Cuckoo Coccyzus americanus Two-lined Salamander Eurycea bislineata Eastern Screech-Owl Otus asio Red-backed Salamander Plethodon cinereus Great Horned Owl Bubo virginianus Slimy Salamander Plethodon glutinosus Downy Woodpecker Picoides pubescens Common Gray Treefrog Hyla versicolor Hairy Woodpecker Picoides villosus Pickerel Frog Rana palustris Northern Flicker Colaptes auratus Wood Frog Rana sylvatica Eastern Wood-Pewee Contopus virens Eastern Box Turtle Terrapene carolina Red-eyed Vireo Vireo olivaceus Five-lined Skink Eumeces fasciatus Blue Jay Cyanocitta cristata Brown Snake Storeria dekayi American Crow Corvus brachyrhynchos Common Garter Snake Thamnophis sirtalis Black-capped Chickadee Poecile (Parus) atricapillus Eastern Hognose Snake Heterodon platyrhinos Tufted Titmouse Baeolophus (Parus) bicolor Eastern Ribbon Snake Thamnophis sauritus White-breasted Nuthatch Sitta carolinensis Milk Snake Lampropeltis triangulum Brown Creeper Certhia americana Racer Coluber constrictor Wood Thrush Catharus mustelinus Rat Snake Elaphe obsoleta Yellow Warbler Dendroica petechia Red-bellied Snake Storeria occipitomaculata Yellow-rumped (Myrtle) Warbler Dendroica coronata Ringneck Snake Diadophis punctatus Black-throated Green Warbler Dendroica virens Worm Snake Carphophis amoenus Black-and-white Warbler Mniotilta varia Ovenbird Seiurus aurocapillus Common Yellowthroat Geothlypis trichas Yellow-breasted Chat Icteria virens Eastern (Rufous-sided) Towhee Pipilo erythrophthalmus White-throated Sparrow Zonotrichia albicollis Northern Cardinal Cardinalis cardinalis Rose-breasted Grosbeak Pheucticus ludovicianus Brown-headed Cowbird Molothrus ater Baltimore Oriole Icterus galbula Red-tailed Hawk Buteo jamaicensis Red-bellied Woodpecker Melanerpes carolinus Eastern Phoebe Sayornis phoebe Black-capped Chickadee Poecile atricapillus White-breasted Nuthatch Sitta carolinensis Carolina Wren Thryothorus ludovicianus Veery Catharus fuscescens American Robin Turdus migratorius Gray Catbird Dumetella carolinensis Starling Sturnus vulgaris American Redstart Setophaga ruticilla Scarlet Tanager Piranga olivacea Cardinal Cardinalis cardinalis Common Grackle Quiscalus quiscula Bronzed Cowbird Molothrus aeneus Eastern Goldfinch Spinus tristis Wood Pewee Contopus virens

Environmental Assessment Form 5-17 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

Mammals Coyote Canis latrans Virginia Opossum Didelphis virginiana Northern Short-tailed Shrew Blarina brevicauda Eastern Mole Scalopus aquaticus Bats Family Vespertilionidae Grey Squirrel Sciurus carolinensis White-Footed Mouse Peromyscus leucopus Flying Squirrel Glaucomys sp Red Fox Vulpes vulpes Raccoon Procyon lotor Striped Skunk Mephitis mephitis White-tailed Deer Odocoileus virginianus Sources: 1. Martin, A.C., H.S. Zim, and A.L. Nelson. 1951. American Wildlife and Plants, A Guide to Wildlife Food Habits. Dover Publications, Inc. NY. 2. Behler, J. and F. King. 1997. The Audubon Field Guide to North American Reptiles and Amphibians. Alfred A. Knopf. New York, New York. 3. Andrle, R.F. and J.R. Carrol, ed. 1988. The Atlas of Breeding Birds in New York State. Cornell University Press. Ithaca, New York. 4. Westchester County Department of Planning. 1987. The Wildlife Resources of Westchester County. Westchester County Department of Planning - May. Division of Housing and Community Development. White Plains, New York.

Best Management Practices (BMPs) To minimize the potential for natural resources impacts, the following BMPs are recommended at Shaft No. 1: • Implement a SWPPP throughout construction activities in order to ensure that potential significant adverse impacts from erosion or sedimentation would not occur. • Install and maintain orange construction fence along perimeter of work area prior to the start of construction to avoid clearing or construction damage to mature trees. • Invasive species including tree of heaven, tartarian honeysuckle, multiflora rose, bittersweet, Japanese knotweed, mugwort and wineberry would be removed from the site to the extent practical, and the site would be revegetated using ecologically-appropriate native species. • Institute a mandatory pre-construction field meeting with contractor and NYCDEP natural resource specialists prior to the start of construction to review BMPs and monitor construction activities to ensure adherence with BMPs. The proposed work on this site would be carefully planned and executed to ensure no potential significant adverse impacts to the site’s natural resources occur. Upon completion of construction activities, the site would be restored to a condition that may be slightly improved over its existing condition, as NYCDEP would have removed many invasive species through the site work and would revegetate the site with ecologically appropriate native species. Therefore, no potential significant adverse impact to natural resources would occur as a result of the proposed project. 5.3.3 Shaft No. 2 New Croton Aqueduct Shaft No. 2 is a below-grade structure in the Town of New Castle, Westchester County, New York. The City of New York owns the 0.9-acre parcel of land surrounding the shaft. Although zoned for residential use, the Shaft No. 2 site is located within a forested area along Twin Ridges Road. The area surrounding the Shaft No. 2 site is mostly undeveloped, mature upland forest. Access to the shaft is along an Aqueduct easement from Twin Ridges Road. Residences are located approximately 450 feet to the south. Proposed Work Previous inspections of Shaft No. 2 recommended the following minor repairs and surface rehabilitation:

June 2007 5-18 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities

• Removal and disposal of existing ladder within shaft; • Patching holes in the brick and mortar lining caused by removal of the ladder; and • Site restoration, including removal of construction debris and invasive plants; replanting of trees and shrubs; and removal of temporary construction fencing, graded gravel surface, and geotextile layer.

Proposed work at Shaft No. 2 would require the assembly of a temporary construction road, known as a “mat,” 150 feet long, and 13 feet wide, using either wood timbers or steel mesh and conforming to NYSDEC’s recommended BMPs for forestry activities. The temporary access road would be placed over the same footprint as the one established during Contract CRO-333. Because of its proximity to a wetland, as described below, the mat is proposed in order to minimize ground disturbance at this location. Use of approximately 15-20 feet of a private driveway, located within the NYCDEP’s Aqueduct easement, would be required to provide access from Twin Ridges Road to the shaft site. The private driveway passes over an existing culvert, located approximately 10 feet from Twin Ridges Road, that provides for the flow of an unnamed stream. During the proposed improvements at Shaft No. 2, a temporary steel plate would be placed on the road surface over the culvert to prevent damage to the culvert from passing construction equipment. A staging area of 2,000 square feet around the shaft enclosed by security fencing would be created. Additionally, for security purposes, a 20-foot-wide cleared corridor would be established around all four sides of the security fencing, creating a total cleared area surrounding the shaft including the access road of approximately 0.25 acres. A cement truck, small crane, and other heavy equipment would be utilized on site. The new existing shaft cover, which was replaced in 2005 under Contract CRO-333, would be removed and the shaft opening would be secured with a temporary guard railing for reasons of safety and to prevent debris from entering the shaft. Excavation of up to 3 feet depth around the shaft cover may be required to reach the shaft cover and enable its removal. The existing ladder within the shaft would be detached from the shaft lining and lifted out of the shaft opening by a crane or hoist, in sections at a time. The ladder would be removed and disposed of at an appropriate waste disposal facility. Any holes in the brick and mortar lining caused by removal of the ladder would be patched with non-shrink grout. The shaft cover would be replaced over the shaft opening and buried for security purposes upon completion of the work activities. The geotextile layer and gravel, along with erosion and sediment control measures would remain installed and maintained until after March 1st, when the seeding season begins. The sediment and erosion control measures would be inspected following every run-off producing rainfall, and in no case, less than once every week. After March 1st, the temporary geotextile layer, graded gravel access road, construction/security compound, and all soil/sediment control measures would be removed and the area would be replanted with ecologically appropriate species consistent with the existing vegetation community. A total of fourteen trees will be planted after the work for Contract CRO-334 is completed in order to replace the trees that were removed under Contract CRO-333 and to prevent the re-growth of invasive species. Work at Shaft No. 2 would occur for up to three months between the period of September 2008 and May 2009. The peak number of workers per day that would be required is estimated to be ten working in one shift (7:00 a.m. to 6:00 p.m. Monday through Friday). The number of trucks used to deliver materials and remove debris is anticipated to be an average of four trucks per day for this limited time period. This site is not a proposed construction access location or ventilation shaft for in-tunnel rehabilitation work.

Environmental Assessment Form 5-19 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

Impact Analysis The following sections describe the potential for environmental effects resulting from the proposed on-site activities at Shaft No. 2 for each relevant technical area below. No significant adverse impacts are anticipated as a result of the improvements proposed at this site. Land Use, Zoning, and Public Policy Proposed improvements to the below-grade Shaft No. 2 structure would not affect land use, zoning, or public policy. Potential impacts of the temporary construction activities would be confined to the site area and the necessary construction staging area and access road that would total approximately 0.25 acre in size. The residential areas closest to the shaft site are located approximately 450 feet to the south. These areas would not be adversely affected, since the activity proposed is temporary and relatively distant from the homes. Most of the construction equipment and vehicles would be screened visually by existing vegetation on-site. The existing forested areas would be preserved to buffer adjacent land uses and maintain the character of the site. Therefore, no potentially significant impacts would be expected to occur to land use, zoning, or public policy as a result of the proposed rehabilitation work at Shaft No. 2. Historical Resources Archaeological Resources In May 2004, the NYCDEP prepared a Phase 1A cultural resources investigation in order to discover the potential for archaeological resources to be present along the length of the entire Aqueduct and at shaft sites in areas that may be disturbed or excavated as part of the proposed project. The report findings indicted that while sensitive archaeological resources may be present at the project site, the presence of significant archaeological resources in the area directly above and immediately surrounding Shaft No. 2 is unlikely, since severe disturbance would have occurred during the construction of the shaft in the late 1800’s. However, the proposed installation of an access road and construction staging area would be located in an area that is known to be sensitive for precontact archaeological resources (the Phase 1A research identified several precontact sites within a one mile radius of the Shaft No. 2). Since the topography around the shaft and in the location of the proposed access road may require grading and leveling in order to complete the proposed actions, the Phase 1A report recommended that Phase 1B archaeological field testing be conducted in locations where planned grading activities would occur. On August 2, 2004, a Phase 1B archaeological investigation was conducted at the Shaft No. 2 site. Eight 50 x 50 cm test pits were established within the location of the proposed access road and staging area, excavated to depths ranging from 43 to 53 centimeters below grade. The results of the Phase 1B testing indicated that severe disturbance and dumping activities had occurred in the area surrounding the shaft. There was no evidence of any extant precontact cultural resources in the proposed access road or staging area. Therefore, no archaeological resources would be affected by the proposed construction and grading of an access road and staging area at Shaft No. 2. No additional research or field investigations was recommended. Architectural Resources Proposed improvements at Shaft No. 2 involve the removal of the existing ladder, which would alter the character of the shaft. Since Shaft No. 2 is eligible for listing on the National and State Registers of Historic Places, NYCDEP would coordinate its plans for all proposed improvements with the NYSOPRHP. Prior to construction, the Secretary of the Interior’s Standards for the Treatment of Historic Properties would be utilized to ensure the retention of the historic character of the structures. By following the recommendations and implementing the requirements of the NYSOPRHP, NYCDEP would ensure that no potential significant adverse impacts to the historic character of the NCA and associated structures occur.

June 2007 5-20 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities

Natural Resources Shaft No. 2 exists within an eastern deciduous forest dominated by red oak (Quercus rubra), white ash (Fraxinus americana), and black cherry (Prunus serotina). The shaft is located adjacent to and approximately 200 feet from a private drive originating at Twin Bridges Road. Access to the shaft, which was cleared and replanted with wild flowers under Contract CRO-333, would require the placement of construction mats, approximately 150 feet long and 13 feet wide, to the shaft. The shrub layer surrounding the shaft is primarily a successional old-field community dominated by non- native, invasive species such as tree of heaven (Ailanthus altissima); tartarian honeysuckle (Lonicera tatarica), multiflora rose (Rosa multiflora), bittersweet (Celastrus orbiculatus), Japanese knotweed (Polygonum cuspidatum), mugwort (Artemisia vulgaris) and wineberry (Rubus phoenicolasius). Mature trees adjacent to the access road and shaft area include American elm, red oak, white ash, and black cherry. Slopes are predominantly level leading to and surrounding the shaft, and soils consist of tailings or the overburden materials from the original shaft excavation. Grading activities to accommodate the proposed rehabilitation activities at the shaft would be limited to the construction area surrounding the shaft within the forest clearing. Vegetation The proposed shaft improvements would require minimal disturbance to existing vegetation immediately surrounding Shaft No. 2 along the construction access road, since the area was previously cleared under Contract CRO-333. The herbaceous and shrub layer covering the access road and shaft area consists of multiflora rose, raspberry, ragweed, and Virginia creeper. Six Class I trees (1 to 12' inches DBH) (American elm and white ash) along the access road and eight Class I trees (American elm, red maple, hickory, and white ash) were removed during the inspection phase of the project (under Contract CRO-333) to allow proper site access (for precise DBH sizes, see Table 5- 8 in EAF dated May 14, 2004). Fourteen trees would be planted at the completion of the on-site rehabilitation work in order to replace the trees that were removed under Contract CRO-333 and to prevent the re-growth of invasive species. Three mature, Class II (13'' to 24'' DBH) hardwood trees along the access road and three additional Class II trees adjacent to the shaft area would be avoided during the work on-site. However, trimming of these mature trees to allow vertical clearance may be necessary. All tree limb removals would be conducted by a certified arborist at the appropriate time.

Trees located in close proximity to the staging areas and access roads would be monitored periodically during the proposed project and a minimum of six months following cessation of all work related to the project in order to identify any trees that may have been weakened by adjacent construction activities. If certain trees are identified as damaged or dying, the stressed trees would be removed and replaced for a period of 18 months following cessation of all work. Wetlands and Water Resources There are extensive, forested wetlands adjacent to the shaft and access route. There is an intermittent stream along Twin Bridges Road that passes through an existing steel reinforced concrete culvert beneath the private drive. The NYSDEC Freshwater Wetland Map for Westchester County (NYSDEC, October 7, 1987, no revision date) was reviewed to determine if state-regulated wetlands exist in the vicinity of the shaft. No state-regulated wetlands are identified on the NYSDEC Freshwater Wetland map in the vicinity of Shaft No. 2. A NYSDEC wetland (O-23) is located approximately 600 feet to the south of the project area and would not be affected by the proposed construction activities. In April 2004, the project area was field inspected to determine if regulated wetlands occur in the vicinity of the shaft and access route. A determination was made in accordance with the USACOE Wetlands Delineation Manual (1987). An extensive deciduous forested wetland, totaling an approximate acreage of 0.90 acre, was identified adjacent to the access route and base of tailings encircling the staging area. This forested wetland is dominated by mature red maple (Acer rubrum), green ash (Fraxinus pennsylvanica) and river birch (Betula nigra). The wetland originates to the

Environmental Assessment Form 5-21 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334 southeast along an intermittent stream. The wetland would not be accessed during construction activities. Fill would not be placed in the wetland nor would clearing of vegetation within the wetland occur. Clearing of existing woody vegetation adjacent to the wetland for construction of the access road would be avoided, and protective fencing would be placed around the wetland to minimize any potential impacts during construction. No stumping or grubbing would be permitted within the access route area. The Town of New Castle regulates activities surrounding the wetland located near Shaft No. 2. According to the Town of New Castle code, the regulated wetland buffer area extends beyond the wetland a distance of 100 feet. While efforts were taken to minimize the degree to which construction activities would encroach upon the protective wetland buffer, the temporary access road would be located less than 100 feet from the identified wetlands and would encroach on the buffer zone indicated by the Town of New Castle code. NYCDEP would seek a permit from the Town of New Castle and create plans for wetland protection consistent with direction from the Town of New Castle to ensure that potential significant adverse impacts to the wetland do not occur. Furthermore, a Storm Water Pollution Prevention Plan (SWPPP) would be prepared and implemented throughout construction activities to ensure potential significant adverse impacts from erosion or sedimentation do not occur. There is an intermittent unnamed stream located within the project area. Construction access across the stream is proposed via an existing culverted private drive to avoid disturbance to the bed and bank of the stream. The stream drains to the south for approximately 600 feet to a tributary of the New Croton Reservoir. No potential significant adverse impacts to wetlands or water resources are anticipated. Wildlife Resources The old-field successional habitat within the project area is not a significant wildlife resource or natural community due to its limited size and prevalence of invasive species. The forested habitat beyond the site area does, however, consist of high quality wildlife habitat, including mature upland and wetland forest and vernal pools. It would be expected to support a high diversity of plant and animal species. Typical wildlife species that may occur within the vicinity of Shaft No. 2 are shown in Table 5-.

Although wildlife that utilize the shaft environs and adjacent forested habitat could be temporarily displaced during construction, the construction schedule is limited to the non-breeding season from September through April and is not expected to have a potential significant adverse impact on wildlife. However, owls, raptors (hawks), some early migrating songbirds (American Robin), and other birds such as American Crows, Fish Crows, and Blue Jays begin their breeding activities much earlier. Owls and raptors begin breeding as early as February while others noted above begin in April. Work would cease in the vicinity of any nest/roost found until a NYCDEP Wildlife Biologist is notified and assesses the situation.

June 2007 5-22 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities

TABLE 5-2 TYPICAL WILDLIFE SPECIES POTENTIALLY OCCURRING IN THE VICINITY OF SHAFT NO.2 Common Name Scientific Name Common Name Scientific Name Birds Reptiles/Amphibians Sharp-shinned Hawk Accipiter striatus Dusky Salamander Desmognathus fuscus Broad-winged Hawk Buteo platypterus Eastern Newt Notophthalmus viridescens American Woodcock Scolopax minor Four-toed Salamander Hemidactylium scutatum Yellow-billed Cuckoo Coccyzus americanus Two-lined Salamander Eurycea bislineata Eastern Screech-Owl Otus asio Red-backed Salamander Plethodon cinereus Great Horned Owl Bubo virginianus Slimy Salamander Plethodon glutinosus Downy Woodpecker Picoides pubescens Common Gray Treefrog Hyla versicolor Hairy Woodpecker Picoides villosus Pickerel Frog Rana palustris Northern Flicker Colaptes auratus Wood Frog Rana sylvatica Eastern Wood-Pewee Contopus virens Eastern Box Turtle Terrapene carolina Red-eyed Vireo Vireo olivaceus Five-lined Skink Eumeces fasciatus Blue Jay Cyanocitta cristata Brown Snake Storeria dekayi American Crow Corvus brachyrhynchos Common Garter Snake Thamnophis sirtalis Black-capped Chickadee Poecile (Parus) atricapillus Eastern Hognose Snake Heterodon platyrhinos Tufted Titmouse Baeolophus (Parus) bicolor Eastern Ribbon Snake Thamnophis sauritus White-breasted Nuthatch Sitta carolinensis Milk Snake Lampropeltis triangulum Brown Creeper Certhia americana Racer Coluber constrictor Wood Thrush Catharus mustelinus Rat Snake Elaphe obsoleta Yellow Warbler Dendroica petechia Red-bellied Snake Storeria occipitomaculata Yellow-rumped (Myrtle) Warbler Dendroica coronata Ringneck Snake Diadophis punctatus Black-throated Green Warbler Dendroica virens Worm Snake Carphophis amoenus Black-and-white Warbler Mniotilta varia Ovenbird Seiurus aurocapillus Common Yellowthroat Geothlypis trichas Yellow-breasted Chat Icteria virens Eastern (Rufous-sided) Towhee Pipilo erythrophthalmus White-throated Sparrow Zonotrichia albicollis Northern Cardinal Cardinalis cardinalis Rose-breasted Grosbeak Pheucticus ludovicianus Brown-headed Cowbird Molothrus ater Baltimore Oriole Icterus galbula Mourning Dove Zenaida macroura Red-bellied Woodpecker Melanerpes carolinus Acadian Flycatcher Empidonax virescens Wood Pewee Contopus virens Carolina Wren Thryothorus ludovicianus House Wren Troglodytes aedon Blue-gray Gnatcatcher Polioptila caerulea American Robin Turdus migratorius Gray Catbird Dumetella carolinensis Magnolia Warbler Dendroica magnolia American Redstart Setophaga ruticilla Kentucky Warbler Oporornis formosus Scarlet Tanager Piranga olivacea Common Grackle Quiscalus quiscula Bronzed Cowbird Molothrus aeneus House Finch Carpodacus mexicanus

Environmental Assessment Form 5-23 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

Mammals Coyote Canis latrans Virginia Opossum Didelphis virginiana Northern Short-tailed Shrew Blarina brevicauda Eastern Mole Scalopus aquaticus Bats Family Vespertilionidae Grey Squirrel Sciurus carolinensis White-Footed Mouse Peromyscus leucopus Flying Squirrel Glaucomys sp Red Fox Vulpes vulpes Raccoon Procyon lotor Striped Skunk Mephitis mephitis White-tailed Deer Odocoileus virginianus Sources: 1. Martin, A.C., H.S. Zim, and A.L. Nelson. 1951. American Wildlife and Plants, A Guide to Wildlife Food Habits. Dover Publications, Inc. NY. 2. Behler, J. and F. King. 1997. The Audubon Field Guide to North American Reptiles and Amphibians. Alfred A. Knopf. New York, New York. 3. Andrle, R.F. and J.R. Carrol, ed. 1988. The Atlas of Breeding Birds in New York State. Cornell University Press. Ithaca, New York. 4. Westchester County Department of Planning. 1987. The Wildlife Resources of Westchester County. Westchester County Department of Planning - May. Division of Housing and Community Development. White Plains, New York.

In preparation of the EAF for the inspection phase of the project (dated May 14, 2004), the NYSDEC Natural Heritage Program and Breeding Bird Atlas Survey were contacted to determine if state or federal listed species or significant natural areas occur within the vicinity of the project. The Natural Heritage Program did not identify any known records of rare or state-listed species of natural communities in the immediate vicinity of the project site. However, the Breeding Bird Atlas Survey identified the yellow-breasted chat (Icteria virens, S3) and Acadian flycatcher (Empidonax virescens, S3). These species have a natural heritage rank of S3 indicating a conservation concern due to regional rarity or declining populations. The yellow-breasted chat is a designated Species of Special Concern in New York State. The proposed improvements at Shaft No. 2 would not cause a potential significant adverse impact to the forested habitat adjoining the shaft that is suitable for these species and would only temporarily disturb a 0.25-acre area of available habitat. In a letter dated October 3, 2006, NYSDEC confirmed that the results of the Natural Heritage Program database review and Breeding Bird Atlas survey remain valid. Active bird nests or roosts found to be on the structures or in the zone of construction disturbance are protected under the Migratory Bird Treaty Act and would not to be disturbed in any way until the appropriate permit is issued by the United States Fish and Wildlife Service and/or the NYSDEC. The Rock Dove (Columba livia), European Starling (Sturnus vulgaris) and House Sparrow (Passer domesticus) are exempt from the Migratory Bird Treaty Act. All work on structures with active bird nests or roosts would be done between August 1 and March 31 (outside the breeding season). Work would cease in the vicinity of any nest/roost found until a NYCDEP Wildlife Biologist is notified and assesses the situation. The New York State Amphibian and Reptile Atlas Project (NYSDEC, 1990-1999) was contacted to determine if any species of concern have been documented within the general vicinity of the project. Three Species of Special Concern in New York State are known to occur from the Ossining, New York Quadrangle: the Eastern box turtle (Terrapene carolina) and Eastern hognose snake (Heterodon platirhinos). Eastern box turtle and Eastern hognose snake may use the successional old-field habitat in the vicinity of the shaft. However, given the timing and limited duration of construction, potential significant adverse impacts to these species is not anticipated. In the spring and summer of 2004, a Survey for Threatened and Endangered Species and Species of Special Concern was conducted at Shaft No. 2 to confirm the presence/absence of threatened, endangered, or special concern species (see Appendix B). The survey period consisted of six site

June 2007 5-24 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities visits from May 27 to June 24, 2004. The survey results indicated that a Kentucky warbler was found during one of the site visits. However, while the site has suitable habitat for this species, the individual that was observed was determined to probably be a migrant. The area also constitutes suitable habitat for Acadian flycatcher, which, like the Kentucky warbler, was observed once during the survey and was determined to likely be a migrant. No suitable habitat for the Yellow-breasted chat was found, nor were any individuals of that species found. No suitable habitat for Eastern hognose snake was present on site, and, as such, no individuals were found. Although the site constituted suitable habitat for Eastern box turtle, none were observed during the survey period. The following bird species were identified during the survey: Mourning Dove, Red-bellied Woodpecker, Northern Flicker, Downy Woodpecker, Hairy Woodpecker, Acadian Flycatcher (June 2 – migrant), Wood Pewee, Red-eyed Vireo, American Crow, Blue Jay, Tufted Titmouse, Carolina Wren, House Wren, Blue-gray Gnatcatcher, Wood Thrush, American Robin, Gray Catbird, Magnolia Warbler, Black-throated Blue Warbler, American Redstart, Ovenbird, Kentucky Warbler (May 27 – migrant), Scarlet Tanager, Northern Cardinal, Rose-breasted Grosbeak, Common Grackle, Bronzed Cowbird, and House Finch.

Best Management Practices To minimize the potential for natural resources impacts, the following BMPs are recommended at Shaft No. 2: • Implement SWPPP throughout construction activities in order to ensure that potential significant adverse impacts from erosion or sedimentation would not occur. • Install and maintain a temporary steel plate crossing at the stream culvert during construction. • Stumping, grubbing and grading activities along the construction access route are prohibited. A temporary construction mat would be installed during construction to accommodate access. • Install and maintain orange construction fence along perimeter of work area prior to the start of construction to avoid clearing or construction damage to mature trees. • Institute a mandatory pre-construction field meeting with the contractor and a NYCDEP natural resource specialist prior to the start of construction to review BMPs and monitor construction activities to ensure adherence with BMPs. The proposed work at this site would be carefully planned and executed to ensure significant adverse impacts to the site’s natural resources do not occur. Upon completion of the site work, the staging area and access road would be replanted with ecologically appropriate species consistent with the existing vegetation community. Therefore, no potential significant adverse impact to natural resources would occur as a result of the proposed project. 5.3.4 Shaft No. 3 New Croton Aqueduct Shaft No. 3 is a below-grade structure in the Town of New Castle, Westchester County, New York. The shaft is situated inside the New Castle Stanwood Water District pump house adjacent to Inningwood Road. The City owns the 3-acre parcel surrounding the shaft. The shaft is approximately 350 feet deep and contains two, 16-inch diameter header pipes and vertical pumps that supply the Town of New Castle with water from the Aqueduct. The area surrounding the pump house is grassed, level, and close to the two-lane paved Inningwood Road. There is an existing driveway and small parking area located on the pump house site. The shaft site is surrounded by a lightly populated residential area; the residence closest to the shaft site is approximately 75 feet to the north. There is an inaccessible parcel of land designated as parkland located approximately 200 feet to the south. Access to the shaft is from a driveway leading onto NYCDEP property from Inningwood Road.

Environmental Assessment Form 5-25 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

Proposed Work Previous inspections of the site indicated that Shaft No. 3 is in good condition and did not require any major improvements. No work is currently proposed at this shaft site under Contract CRO-334; however, the EAF evaluates potential future work that may be conducted at Shaft No. 3, if determined necessary at a later date. This work could include the following minor repairs and surface rehabilitation: • Removal and disposal of existing ladder within shaft, which is located within the pump house building; • Patching holes in the brick and mortar lining caused by removal of the ladder; and • Repair or replacement of muncipal water tap structure. Access to Shaft No. 3 would be achieved through a portion of the wooden pump house building’s roof that contains a removable cover. In order to work inside the shaft, the muncipal water tap would have to be removed and reinstalled later, upon completion of the work activities. The condition of the tap is unknown; however, it is anticipated that some repair or replacement would be required to return the tap to operating condition after it has been disturbed. Once the removable roof cover is opened and the steel sheeting surrounding the shaft opening is removed, a crane or hoist would be positioned above the shaft opening, and the muncipal water tap structure would be lifted out and removed. Next, the existing ladder would be detached from the shaft lining in sections at a time and lifted out of the shaft opening. The ladder would be removed and disposed of at an appropriate waste disposal facility. Any holes in the brick and mortar lining caused by removal of the ladder would be patched with non-shrink grout. After the muncipal water tap is reinstalled, the steel sheeting would be replaced over the shaft opening, and the removable roof cover would be closed. The small parking area located adjacent to the pump house, measuring approximately 60 square feet, would be used as a staging area for the proposed work activities. Various heavy pieces of equipment, such as a cement truck and small crane, would be utilized on site. Upon completion of the on-site work, all of the temporary construction equipment and debris would be removed, and the site restored to its pre-construction condition. No ground disturbance would be necessary at this location. Work at Shaft No. 3 would occur for up to 2 months during the period between September 2008 and May 2009. The peak number of workers per day that would be required is estimated to be ten working in one shift (7:00 a.m. to 6:00 p.m. Monday through Friday). The number of trucks used to deliver materials is anticipated to be an average of two trucks per day for this limited time period. This site is not a proposed construction access location or ventilation shaft for in-tunnel rehabilitation work. Impact Analysis The following sections describe the potential for environmental effects resulting from the proposed on-site activities at Shaft No. 3 for each relevant technical area below. No significant adverse impacts are anticipated as a result of the improvements proposed at this site. Land Use, Zoning, and Public Policy The area surrounding Shaft No. 3 is zoned as one-family residential. This area would not be adversely affected, since the construction activity proposed is temporary and occurs within an existing structure. All construction equipment and vehicles would be confined to the existing parking lot located alongside the pump house. No potential significant adverse impacts from the activities at this site would occur.

June 2007 5-26 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities

Historical Resources Architectural Resources Proposed improvements at Shaft No. 3 include the removal of the existing ladder and repair or replacement of the muncipal water tap. While potential enduring impacts of the proposed work would be confined to within the below-grade shaft structure and the wooden pump house, removal of the existing ladder and the repair or replacement of the muncipal water tap would alter the character of the shaft structure. Since Shaft No. 3 is eligible for listing on the National and State Registers of Historic Places, NYCDEP would implement all necessary procedures in consultation with the NYSOPRHP to ensure that no potential significant adverse impacts to historical resources occur as a result of the proposed work. Prior to construction, the Secretary of the Interior’s Standards for the Treatment of Historic Properties would be utilized to ensure the retention of the historic character of the structures. By following the recommendations and implementing the requirements of the NYSOPRHP, NYCDEP would ensure that no potential significant adverse impacts to the historic character of the NCA and associated structures occur. Infrastructure and Energy In order to work inside the shaft, the municipal water tap would have to be removed and reinstalled later, upon completion of the work activities. The rehabilitation work would be conducted during a period when the NCA has been temporarily taken out of service (mid-September through May), when demand for water supply from the NCA is below peak levels. The Town of New Castle is served by the NCA only as a source of drinking water. During this off-peak period, alternative plans for water supply, which have been coordinated by NYCDEP, will be sufficient to meet the needs of the Town of New Castle. The temporary removal of the municipal water tap would, therefore, not represent a potential significant adverse impact to infrastructure. While the condition of the muncipal water tap at Shaft No. 3 is unknown, it is anticipated that some repair or replacement would be required to return the water tap to operating condition after it has been disturbed. 5.3.5 Shaft No. 4 New Croton Aqueduct Shaft No. 4 is a below-grade structure in the Town of Ossining, Westchester County, New York. The shaft is situated adjacent to the Warren Terry Memorial Pumping Station. The City owns the 1.5 acre parcel around the shaft. The shaft is approximately 250 feet deep and contains two header pipes and pumps that supply the Town of Ossining with water from the Aqueduct. The area surrounding the pump house is manicured grass, level, and located approximately 650 feet from Morningside Drive. Access to the shaft is from an existing maintained drive; a parking lot surrounds the pump station. The shaft site is surrounded by a lightly-populated residential area, and Ryder Park is located immediately adjacent to the north and west approximately 100 feet away. Proposed Work Previous inspections of the site indicated that Shaft No. 4 is in good condition and did not require any major improvements. No work is proposed at this shaft site. No work is currently proposed at this shaft site under Contract CRO-334; however, the EAF evaluates potential future work that may be conducted at Shaft No. 4, if determined necessary at a later date. This work could include the following minor repairs and surface rehabilitation: • Removal and disposal of existing ladder within shaft, which is located within the pump house building; • Patching holes in the brick and mortar lining caused by removal of the ladder; and, • Repair or replacement of municipal water tap structure. Work activities at Shaft No. 4 would be performed from within the existing security fenced compound surrounding the shaft and would consist of opening the shaft by removing steel sheeting

Environmental Assessment Form 5-27 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334 surrounding the header pipes. In order to work inside the shaft, the muncipal water tap would have to be removed and reinstalled later, upon completion of the work activities. The condition of the tap is unknown; however, it is anticipated that some repair or replacement would be required to return the tap to operating condition after it has been disturbed. Once the steel sheeting surrounding the shaft opening is removed, a crane or hoist would be positioned above the shaft opening and the municipal water tap structure would be lifted out and removed. Next, the existing ladder would be detached from the shaft lining in sections at a time and lifted out of the shaft opening. The ladder would be removed and disposed of at an appropriate waste disposal facility. Any holes in the brick and mortar lining caused by removal of the ladder would be patched with non-shrink grout. After the municipal water tap is reinstalled, the steel sheeting would be replaced over the shaft opening. Access to the shaft site would be from an existing maintained driveway, and the existing parking lot surrounding the pump station would be used for construction staging activities. A cement truck, small crane, and other heavy equipment would be utilized on site. No ground disturbance would be required at this site. Work at Shaft No. 4 would occur for up to 6 months during the period between September 2008 and May 2009. The peak number of workers per day that would be required is estimated to be ten working in one shift (7:00 a.m. to 6:00 p.m. Monday through Friday). The number of trucks used to deliver materials is anticipated to be an average of two trucks per day for this limited time period. This site is not a proposed construction access location or ventilation shaft for in-tunnel rehabilitation work. Impact Analysis The following sections describe the potential for environmental effects resulting from the proposed on-site activities at Shaft No. 4 for each relevant technical area below. No significant adverse impacts are anticipated as a result of the improvements proposed at this site. Land Use, Zoning, and Public Policy The area surrounding Shaft No. 4 is zoned as one-family residential. The closest residential areas to the shaft site are located approximately 250 feet to the south. These areas would not be adversely affected, since the construction activity proposed is temporary and would be screened from the surrounding land use by vegetation and topography. All construction equipment and vehicles would be confined to the existing parking lot located alongside the pump house. No potential significant adverse impacts from the activities at this site would occur. Open Space Ryder Park is located directly adjacent to Shaft No. 4, approximately 100 feet away. However, no potential significant adverse impact to the open space resource is anticipated due to the limited scope and short duration (up to two months) of construction activity at this site. Construction activities would be confined to the staging area of the shaft site, and the small construction crew on site (estimated 10 workers) is not anticipated to place additional demand on the area’s open spaces. In addition, work at this site would occur during the winter, when use of the park would be limited. No potential significant adverse impacts to the area’s open spaces are therefore anticipated as part of this project. Historical Resources Architectural Resources Proposed improvements at Shaft No. 4 include the removal of the existing ladder and repair or replacement of the muncipal water tap. While potential enduring impacts of the proposed shaft improvements would be confined to within the below-grade shaft structure and the pump house, removal of the existing ladder and the potential replacement of the muncipal water tap would alter the

June 2007 5-28 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities

character of the shaft structure. Since Shaft No. 4 is eligible for listing on the National and State Registers of Historic Places, NYCDEP would implement all necessary procedures in consultation with the NYSOPRHP to ensure that no potential significant adverse impacts to historical resources occur as a result of the proposed work. Prior to construction, the Secretary of the Interior’s Standards for the Treatment of Historic Properties would be utilized to ensure the retention of the historic character of the structures. By following the recommendations and implementing the requirements of the NYSOPRHP, NYCDEP would ensure that no potential significant adverse impacts to the historic character of the NCA and associated structures occur. Infrastructure and Energy In order to work inside the shaft, the municipal water tap would have to be removed and reinstalled later, upon completion of the work activities. The rehabilitation work would be conducted during a period when the NCA has been temporarily taken out of service (mid-September through May), when demand for water supply from the NCA is below peak levels. The Town of Ossining is served by the NCA only as a source of drinking water. During this off-peak period, alternative plans for water supply, which have been coordinated by NYCDEP, would be sufficient to meet the needs of the Town of Ossining. The temporary removal of the municipal water tap would, therefore, not represent a potential significant adverse impact to infrastructure. While the condition of the municipal water tap at Shaft No. 4 is unknown, it is anticipated that some repair or replacement would be required to return the tap to operating condition after it has been disturbed. 5.3.6 Shaft No. 5 New Croton Aqueduct Shaft No. 5 is a below-grade structure in the Village of Briarcliff Manor, Westchester County, New York. The City of New York owns the 0.1-acre parcel of land surrounding the shaft. The shaft site is surrounded by non-residential, commercial land and is located between North State Road and Old Saw Mill River Road. The shaft is situated within an existing chain-link fence located on a vacant lot; several trees and vegetation surround the fence. Proposed Work Previous inspections of Shaft No. 5 recommended the following minor repairs and surface rehabilitation: • Removal and disposal of existing ladder within shaft; • Patching holes in the brick and mortar lining caused by removal of the ladder; • Repairing grout leaks; • Lowering the above-grade shaft cover to approximately 2 feet below ground; and, • Site restoration, including removal of existing chain-link fencing; removal of construction debris and invasive plants; and replanting of trees and shrubs.

Surface rehabilitation and improvements at Shaft No. 5 would require clearing of the existing vegetation on-site and replanting with an ecologically appropriate species consistent with the existing vegetation community. The new existing shaft cover, which was replaced in 1996 during a previous inspection of the project, would be removed by a small crane, which would be located adjacent to the existing security fencing surrounding the shaft. Once the cover is removed, the shaft opening would be secured with temporary guard railing for reasons of safety and to prevent debris from entering the shaft. The existing ladder would be detached from the shaft lining and lifted out of the shaft opening by the crane, in sections at a time. The ladder would be removed and disposed of at an appropriate waste disposal facility. Grout leaks and any holes in the brick and mortar lining caused by removal of the ladder would be patched with non-shrink grout.

Environmental Assessment Form 5-29 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

Approximately 3 feet of the brick lining would have to be removed from the shaft perimeter in order to lower the shaft structure below ground. The shaft cover would be replaced over the shaft opening and buried upon completion of the work activities. Upon completion of the proposed work, any temporary materials used on-site would be removed and the site would be restored, including the clearance of invasive species and the replanting of trees and shrubs (the replanting would occur after the next seeding season begins). The existing chain-link fencing that surrounds the shaft would also be removed. Work at Shaft No. 5 would occur for up to three months during the period between September 2008 and May 2009. The peak number of workers per day that would be required is estimated to be ten working in one shift (7:00 a.m. to 6:00 p.m. Monday through Friday). The number of trucks used to deliver materials and remove debris is anticipated to be an average of two trucks per day for this limited time period. This site is not a proposed construction access location or ventilation shaft for in-tunnel rehabilitation work. Impact Analysis The following sections describe the potential for environmental effects resulting from the proposed on-site activities at Shaft No. 5 for each relevant technical area below. No significant adverse impacts are anticipated as a result of the improvements proposed at this site. Land Use, Zoning, and Public Policy The site is located within a vacant lot between North State Road and Old Saw Mill River Road within a non-residential, commercially-zoned area. Work activities on site would not change the land use or zoning on the site or the surrounding area; therefore, no significant impacts to land use or zoning are anticipated. Potential impacts of the proposed construction activities would be temporary and confined to the site area and are therefore not anticipated to be significant. Historical Resources Architectural Resources Proposed improvements at Shaft No. 5 include the removal of the existing ladder and lowering the top of the shaft structure. While potential enduring impacts of the proposed shaft improvements would be confined to within the below-grade shaft structure, removal of the existing ladder and lowering the top of the shaft structure would alter the character of the shaft. Since Shaft No. 5 is eligible for listing on the National and State Registers of Historic Places, NYCDEP would implement all necessary procedures in consultation with the NYSOPRHP to ensure that no potential significant adverse impacts to historical resources occur as a result of the proposed work. Prior to construction, the Secretary of the Interior’s Standards for the Treatment of Historic Properties would be utilized to ensure the retention of the historic character of the structures. By following the recommendations and implementing the requirements of the NYSOPRHP, NYCDEP would ensure that no potential significant adverse impacts to the historic character of the NCA and associated structures occur. Natural Resources Shaft No. 5 consists of a small secondary growth woodlot, containing primarily Norway maple (Acer platanoides) and tree-of-heaven (Ailanthus altissima), and measuring approximately 40 feet by 140 feet, located within an urbanized portion of the Village of Briarcliff Manor. The shaft lies immediately adjacent to Old Saw Mill River Road. Construction access would be accommodated via an adjoining parking lot. The site has little natural resource value, and extensive vegetative debris has been dumped along the road frontage. Assessments of the site indicate that it should be cleared and replanted, due in large part to the potential for large branches from the on-site Norway maples and other trees overhanging adjoining properties to fall on the fence surrounding the shaft. A detailed replanting schedule for Shaft No. 5 is shown in Table 5-3, which includes smaller trees situated to avoid long-term hazards associated with falling branches as the trees mature and the application of

June 2007 5-30 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities

mulch to prevent frost heave. There are no wetlands or water bodies within the surrounding area of the site however, careful construction practices to avoid erosion from ground disturbance would still be implemented. Therefore, no potential significant adverse impacts to these resources would occur.

TABLE 5-3 REPLANTING SCHEDULE FOR SHAFT NO.5

Quantity Botanical Name Common Name Size 10 Acer saccharum sugar maple 2 ft. ht. 3 Cornus flordia flowering dogwood 5 ft. ht. 10 Fraxinus americana white ash 2 ft. ht. 2 Quercus palustris pin oak 2 in. cal 10 Quercus rura northern red oak 2 ft. ht. 5 Juniperus virginiana eastern red cedare 8 ft. ht. 10 Calycanthus flordius common sweet shrub 2 ft. ht. 10 Hamamelis virginiana common withhazel 2 ft. ht. 15 Viburnum acerifolium mapleleaf viburnum 18 in. ht. 250 Hemerocallis ‘stells de oro’ stella de oro daylily 1 gal. cont. 50 Hosta sieboldiana plantain lily 1 gal. cont.

The shaft improvement activities would require only minimal disturbance (0.02 acre) to existing vegetation immediately surrounding the shaft. The herbaceous and shrub layer covering the shaft area consists of red raspberry (Rubus idaeus), ragweed (Ambrosia artemisiifolia), garlic mustard (Alliaria petiolata), Virginia creeper (Vitaceae Parthenocissus quinquefolia), tartarian honeysuckle (Lonicera tatarica), multiflora rose (Rosa multiflora), bittersweet (Celastrus orbiculatus), and Winged Euonymus (Euonymus alatus). The trees surrounding the shaft site are primarily Norway maple (Acer platanoides) and tree-of-heaven (Ailanthus altissima). During the inspection phase of the project (Contract CRO-333), the NYSDEC Natural Heritage Program and Breeding Bird Atlas Survey were contacted to determine if state or federal listed species or significant natural areas occur within the vicinity of the project (Appendix B). There are records for Kentucky warbler (Oporornis formosus) and worm-eating warbler (Helmitheros vermivorus) in the general vicinity of Shaft No 5. Both species have a natural heritage rank of S-2 indicating a conservation concern due to regional rarity or declining populations. There is no suitable habitat for this species within the project area. Active bird nests or roosts found to be on the structures or in the zone of construction disturbance are protected under the Migratory Bird Treaty Act and would not be disturbed in any way until the appropriate permit is issued by the United States Fish and Wildlife Service and/or the NYSDEC. The Rock Dove (Columba livia), European Starling (Sturnus vulgaris) and House Sparrow (Passer domesticus) are exempt from the Migratory Bird Treaty Act. All work on structures with active bird nests or roosts would be done between August 1 and March 31 (outside the breeding season). Work would cease in the vicinity of any nest/roost found until a NYCDEP Wildlife Biologist is notified and assesses the situation.

Best Management Practices (BMPs) To improve the appearance of the site and the health of desirable trees, the following environmental enhancements would be implemented during the on-site work:

• Trim trees to provide overhead clearance where practical and to avoid removal of oak trees.

Environmental Assessment Form 5-31 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

• Invasive species, including tree of heaven, tartarian honeysuckle, multiflora rose, bittersweet, Japanese knotweed, Norway maple, mugwort and wineberry, would be removed from the site to the extent practical and those site areas would be revegetated using native species. • Institute a mandatory pre-construction field meeting with the contractor and a NYCDEP natural resource specialist prior to the start of construction to review BMPs and monitor construction activities to ensure adherence with BMPs. The proposed work at this site would be carefully planned and executed to ensure no potential significant adverse impacts to the site’s natural resources occur. Therefore, no potential significant adverse impact to natural resources would occur as a result of the proposed project. 5.3.7 Shaft No. 6 The New Croton Aqueduct Shaft No. 6 is a below-grade structure in the Village of Briarcliff Manor, Westchester County, New York. The City of New York owns the 0.9 acre parcel surrounding the shaft. The 180-foot deep shaft is located adjacent to the Village of Briarcliff Manor municipal pumping station and contains two header pipes and pumps that supply the Village of Briarcliff Manor with water from the Aqueduct. The shaft is situated with an existing chain-link fence surrounded by a flat, grassed area with existing and maintained access. The shaft site is surrounded by lightly populated residential land; the closest residences are located approximately 300 feet away to the east. A golf course is located approximately ¼ mile to the east of the shaft. Proposed Work Previous inspections of the site indicated that Shaft No. 6 is in good condition and did not require any major improvements. No work is currently proposed at this shaft site under Contract CRO-334; however, the EAF evaluates potential future work that may be conducted at Shaft No. 6, if determined necessary at a later date. This work could include the following minor repairs and surface rehabilitation: • Removal and disposal of existing ladder within shaft, which is located within the pump house building; • Patching holes in the brick and mortar lining caused by removal of the ladder; and • Repair or replacement of muncipal water tap structure. Work activities at Shaft No. 6 would be performed from within the existing security fenced compound surrounding the shaft and would require the removal of the steel sheeting surrounding the header pipes and possibly a portion of the concrete slab foundation. In order to work inside the shaft, the muncipal water tap would have to be removed and reinstalled later, upon completion of the work activities. The condition of the tap is unknown; however, it is anticipated that some repair or replacement would be required to return the tap to operating condition after it has been disturbed. Once the steel sheeting surrounding the shaft opening is removed, a crane or hoist would be positioned above the shaft opening, and the muncipal water tap structure would be lifted out and removed. Next, the existing ladder would be detached from the shaft lining in sections at a time and lifted out of the shaft opening. The ladder would be removed and disposed of at an appropriate waste disposal facility. Any holes in the brick and mortar lining caused by removal of the ladder would be patched with non-shrink grout. After the muncipal water tap is reinstalled, the steel sheeting would be replaced over the shaft opening, and the existing pump house and shaft compound would be reinstated to their pre- construction condition. Access to the shaft site would be from an existing maintained driveway, and the existing parking lot adjacent to shaft site would be used for construction staging activities. Therefore, no ground disturbance would be required at this site.

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Work at Shaft No. 6 would occur for up to 6 months during the period between September 2008 and May 2009. The peak number of workers per day that would be required is estimated to be ten working in one shift (7:00 a.m. to 6:00 p.m. Monday through Friday). The number of trucks used to deliver materials is anticipated to be an average of two trucks per day for this limited time period. This site is not a proposed construction access location or ventilation shaft for in-tunnel rehabilitation work. Impact Analysis The following sections describe the potential for environmental effects resulting from the proposed on-site activities at Shaft No. 6 for each relevant technical area below. No significant adverse impacts are anticipated as a result of the improvements proposed at this site. Land Use, Zoning, and Public Policy The site lies within a single-family residential zoned area. During the proposed work, land use on a small area surrounding the shaft would change temporarily in terms of the overall level of activity occurring on-site. Potential impacts of proposed construction activities would be temporary and confined to the site area. The residential home located nearest to the site, approximately 300 feet to the east, would not be significantly impacted, as the proposed activity is temporary, lasting for a maximum of up to 6 months. The activity surrounding the existing pump house would be screened visually by existing vegetation and topography. Potential significant adverse impacts as a result of the temporary construction work at this site are not anticipated. Open Space A golf course is located within ¼-mile to the east of Shaft No. 6. However, no potential significant adverse impact to the open space resource is anticipated due to the limited scope and short duration (up to 1 month) of construction activity at this site. Construction activities would be confined to the existing fenced security compound surrounding the shaft site, and the small construction crew on site (estimated 10 workers) is not anticipated to place additional demand on the area’s open spaces. In addition, work at this site would occur during the winter (in March), when use of the golf course would be limited. No potential significant adverse impacts to the area’s open spaces are therefore anticipated as part of this project. Historical Resources Architectural Resources Proposed improvements at Shaft No. 6 include the removal of the existing ladder and repair or replacement of the muncipal water tap. While potential enduring impacts of the proposed shaft improvements would be confined to within the below-grade shaft structure and adjacent pump house, removal of the existing ladder and the repair or replacement of the muncipal water tap would alter the character of these structures. Since Shaft No. 6 is eligible for listing on the National and State Registers of Historic Places, NYCDEP would implement all necessary procedures in consultation with the NYSOPRHP to ensure that no potential significant adverse impacts to historical resources occur as a result of the proposed work. Prior to construction, the Secretary of the Interior’s Standards for the Treatment of Historic Properties would be utilized to ensure the retention of the historic character of the structures. By following the recommendations and implementing the requirements of the NYSOPRHP, NYCDEP would ensure that no potential significant adverse impacts to the historic character of the NCA and associated structures occur. Infrastructure and Energy In order to work inside the shaft, the municipal water tap would have to be removed and reinstalled later, upon completion of the work activities. The rehabilitation work would be conducted during a period when the NCA has been temporarily taken out of service (mid-September through May), when demand for water supply from the NCA is below peak levels. During this off-peak period, alternative

Environmental Assessment Form 5-33 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

plans for water supply, which have been coordinated by NYCDEP, will be sufficient to meet the needs of the Village of Briarcliff Manor. The temporary removal of the municipal water tap would, therefore, not represent a potential significant adverse impact to infrastructure. While the condition of the muncipal water tap at Shaft No. 6 is unknown, it is anticipated that some repair or replacement would be required to return the tap to operating condition after it has been disturbed. 5.3.8 Shaft No. 8 New Croton Aqueduct Shaft No. 8 is a below-grade structure located on a parcel of land within the Town of Mount Pleasant, Westchester County, New York. The site is located in a forested, scrub- shrub area near Sleepy Hollow Road, west of the Pocantico River and to the southeast of Pocantico Lake. Single-family residences are nearby as is the Rockefeller State Park Preserve. Proposed Work Previous inspections of Shaft No. 8 recommended the following minor repairs and surface rehabilitation: • Removal and disposal of existing ladder within shaft; • Patching holes in the brick and mortar lining caused by removal of the ladder; • Repairing grout leaks and voids; • Placement of a new concrete cover; and, • Site restoration, including removal of construction debris.

Since the location of Shaft No. 8 is considerably remote and difficult to get to by car, access to the shaft site would be via a foot path from Sleepy Hollow Road. All equipment and material such as shovels, wood frames, concrete, and other minor equipment would be hand delivered to the shaft site; no heavy equipment or vehicles would be permitted. To gain access to the shaft opening, the area immediately surrounding the shaft cover would be cleared; no other clearing or grabbing would occur. Since the shaft is currently covered with top soil and miscellaneous debris, excavation of up to 3 feet depth around the shaft cover may be required to reach the shaft cover and enable its removal. Once the shaft is uncovered and the soil and debris are removed, the concrete shaft cover would be backfilled with a minimum of 1 foot of soil. If, upon uncovering the shaft, only sheet-iron doors are found, a permanent concrete cover would be cast-in-place over the shaft opening and buried with a minimum of 1 foot of soil for security purposes. The shaft opening would be secured with temporary guard railing to prevent debris from entering the shaft while it is uncovered. Due to the difficulty in accessing Shaft No. 8, removal of the ladder and repairs to the shaft lining would be conducted from within the tunnel. The existing ladder would be detached from the shaft lining in sections at a time and transported within the tunnel to the nearest shaft opening (Shaft No. 9), where it would be removed and disposed of in an environmentally acceptable disposal facility. Any holes in the brick and mortar lining caused by removal of the ladder would be patched with non- shrink grout. Work at Shaft No. 8 would occur for up to two months during the period between September 2008 and May 2009. The peak number of workers per day that would be required is estimated to be ten working in one shift (7:00a.m. to 6:00 p.m.Monday through Friday). Since minimal construction activity and ground disturbance would be permitted at this site; no significant adverse impacts would occur as a result of the work activities proposed at Shaft No. 8. This site is not a proposed construction access location or ventilation shaft for in-tunnel rehabilitation work.

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Impact Analysis The following sections describe the potential for environmental effects resulting from the proposed on-site activities at Shaft No. 8 for each relevant technical area below. No significant adverse impacts would occur as a result of the improvements proposed at this site. Land Use, Zoning, and Public Policy The site is located within a forested area along Sleepy Hollow Road. Single-family residences are nearby as is the Rockefeller State Park Preserve. Most of the proposed work activities at Shaft No. 8 would be conducted from within the tunnel. No heavy equipment or vehicles would be permitted on site. The residential homes located nearby would not be affected by the proposed temporary activities. Potential significant adverse impacts as a result of the temporary work proposed at this site are not anticipated. Natural Resources Shaft No. 8 is located in a forested, scrub-shrub area west of Pocantico River, near Sleepy Hollow Road. The area in the immediate vicinity of Shaft No. 8 is heavily overgrown with poison ivy (Toxicodendron radicans), multiflora rose, pasture rose (Rosa carolina), blackberry, and Asiatic bittersweet. Forested areas contain such tree species as white oak (Quercus alba), red oak, pin oak, green ash, white ash, tulip poplar, shagbark hickory (Carya ovata), black walnut (Juglans florida), American elm, ironwood (Carpinus caroliniana), sassafras (Sassafras albidum), Norway maple, and red maple. The shrub/vine layer consists of various tree saplings, spicebush, Asiatic bittersweet, multiflora rose, and Virginia creeper. Ground cover includes scouring rush (Equisetum hyemale), Christmas fern, lady fern, interrupted fern (Osmunda claytoniana), skunk cabbage, Canada bluegraa (Poa compressa), touch-me-not, sedges (Carex laxiculmis, C. pennsylvanica), shinleaf (Pyrola elliptica), cuckoo flower (Cardamine pratensis), violets, enchanter’s nightshade (Circaea quadrisulcata), and wild bean (Apios Americana). Vegetation The proposed on site activities would require only minimal disturbance to existing vegetation immediately surrounding Shaft No. 8. Access to the shaft site would be via a foot path from Sleepy Hollow Road, and no heavy construction equipment or vehicles would be permitted on site. The installation of a construction access corridor would not be necessary. Only the area immediately surrounding the shaft cover would be cleared; no other clearing or grabbing would occur. No trees or shrubs would be removed. Wetlands and Water Resources In April 2004, the shaft site was inspected for regulated wetlands in accordance with the USACOE Wetlands Delineation Manual (1987). Pocantico River is located to the east of the site and Pocantico Lake is located to the northwest. No other state-regulated wetlands are identified on the NYSDEC Freshwater Wetland map in the vicinity of the site, however, Shaft No. 8 is surrounded by small (less than 1 acre) pockets of wetlands and mature forest vegetation associated with the Pocantico River. These wetland species include scouring rush (Equisetum hyemale - FACW), skunk cabbage (Symplocarups foetidus – OBL), touch-me-not (Impatiens spp. – FACW), cuckoo flower (Cardamine pratensis - OBL), and wild bean (Apios americana - FACW). Since access to the shaft site would be via a foot path from Sleepy Hollow, which is topographically higher than the more sensitive areas closer to the river, disturbance to these small wetland areas would likely be avoided. Wildlife Resources In preparation of the EAF for the inspection phase of the project (under Contract CRO-333), the NYSDEC Natural Heritage Program and Breeding Bird Atlas Survey were contacted to determine if state or federal listed species or significant natural areas occur within the vicinity of the project. Records identified the Kentucky warbler (Oporornis formosus) in the general vicinity of Shaft No 8. This species has a natural heritage rank of S-2, indicating a conservation concern due to regional

Environmental Assessment Form 5-35 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

rarity or declining populations. The area surrounding Shaft No. 8, however, is forested and very bushy in places, which does not constitute suitable habitat for this species. Active bird nests or roosts found to be on the structures or in the zone of construction disturbance are protected under the Migratory Bird Treaty Act and would not be disturbed in any way until the appropriate permit is issued by the United States Fish and Wildlife Service and/or the New York State Department of Environmental Conservation. The Rock Dove (Columba livia), European Starling (Sturnus vulgaris) and House Sparrow (Passer domesticus) are exempt from the Migratory Bird Treaty Act. All work on structures with active bird nests or roosts would be done between August 1 and March 31 (outside the breeding season). Work would cease in the vicinity of any nest/roost found until a NYCDEP Wildlife Biologist is notified and assesses the situation. In the spring and summer of 2004, a Survey for Threatened and Endangered Species and Species of Special Concern was conducted at Shaft No. 8. The survey period consisted of six site visits from May 27 to June 24, 2004. The survey results indicated that no threatened, endangered, or special concern species were found on site during the survey period. No suitable habitat for the Kentucky warbler was found on site, nor were any individuals of that species. The following bird species were identified during the survey: Red-tailed Hawk, Downy Woodpecker, Red-bellied Woodpecker, Red- eyed Vireo, Tufted Titmouse, White-breasted Nuthatch, American Crow, Blue Jay, Veery, Wood Thrush, American Robin, Gray Catbird, Brown Thrasher, Blue-winged Warbler, Yellow Warbler, Chestnut-sided Warbler, American Redstart, Louisiana Waterthrush, Canada Warbler, Scarlet Tanager, Northern Cardinal, Song Sparrow, Baltimore Oriole, and Common Grackle. The proposed work at this site would be carefully planned and executed to ensure no potential significant adverse impacts to the site’s natural resources occur. Therefore, no potential significant adverse impact to natural resources would occur as a result of the proposed project. 5.3.9 Shaft No. 9 The New Croton Aqueduct Shaft No. 9 is an above-grade structure in the Village of Sleepy Hollow, Westchester County, New York. The shaft is located on 6 acres of NYCDEP owned property and surrounded on three sides by Rockefeller State Park Preserve. Rockefeller State Park Preserve is designated by Westchester County as a Critical Environmental Area. At the closest point, the preserve is located 60 feet away from the site entrance. The shaft building is approximately 42 by 44 feet and 20 feet tall. The building extends down approximately 20 feet below the surface, to the level of the Aqueduct where there are connections to blow-off outlets. An old, vacant carriage house is located on site. Proposed Work Previous inspections of Shaft No. 9 recommended the following improvements and surface rehabilitation: • Installation of a new permanent roof, gutters, downspouts, and ventilation and hoist system; • Removal of the existing blow-off sluice gates and their operators appurtenances; • Rehabilitation of the existing blow-off outlets to first-class operating condition; • Rehabilitating the exterior and interior of the existing structure, such as removal of vegetation and graffiti, power washing, repointing, and structural repairs; • Providing a lightening protection system; • Clearing debris in the raceway of Welker’s Brook, which runs alongside the blow-off outlet and the outlet itself, and repairing the invert and raceway walls; • Clearing invasive species, minor landscaping, and site restoration; • Reconstruction and waterproofing of interior lower level walls and floor of the shaft chamber; • Building a permanent access road to replace the gravel driveway; • Installing 200 feet of epoxy mortar lining in the Aqueduct; and,

June 2007 5-36 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities

• Demolition of the carriage house.

In addition to the proposed work, Shaft No. 9 would be used as a construction staging location and access shaft to the Aqueduct. The site would serve as a main access location for personnel, equipment, and materials into the Aqueduct to perform rehabilitation of the Aqueduct below. The area surrounding the shaft is currently occupied by manicured grass, which would serve as the approximately 0.75-acres of proposed staging area. The staging area and existing unpaved access road would be covered with a temporary compacted, graded gravel surface and geotextile layer to minimize disturbance of the existing ground surface. The staging area is proposed to remain throughout the duration of the project. Stationary equipment at the shaft would include a 20-ton mobile crane and a changing facility equipped with lockers and toilets. Upon completion of the proposed work, the graded gravel surface would be replaced with a permanent paved road, the construction staging equipment and the temporary construction fencing would be removed from the site, and the site would be restored to a condition similar to its pre- construction condition by utilizing ecologically suitable native species to restore the site. For the period of Aqueduct rehabilitation, Shaft No. 9 would be a major activity center. Work would occur for the entire duration of the Aqueduct rehabilitation from September 2008 to September 2009. The peak daily number of workers on-site and entering the Aqueduct to perform rehabilitation daily is estimated to be 40 working in one shift (7:00 a.m. to 6:00 p.m. Monday to Friday). Trucks used to deliver materials and remove debris are estimated to be an average of six trucks per day. This site would not be used as a ventilation shaft during the in-tunnel rehabilitation work. Impact Analysis The following sections describe the potential for environmental effects resulting from the proposed on-site activities at Shaft No. 9 for each relevant technical area below. No significant adverse impacts are anticipated as a result of the improvements proposed at this site. Land Use, Zoning, and Public Policy The site is located within a forested area along Sleepy Hollow Road. The area surrounding the shaft is zoned as single-family residential; however, the closest residential land use is over one-quarter mile away from the site. During the proposed rehabilitation work, land use at the shaft site would change temporarily. Most of the construction equipment and vehicles would be screened visually by existing vegetation on-site, particularly the line of trees and shrubs along Sleepy Hollow Road. All of the construction activity would be confined to the existing cleared areas of the shaft site. The carriage house, which would be demolished during the on site construction activities, is a condemned structure and has not been used in years. Furthermore, the additional City-owned property immediately to the north of the shaft site would remain undeveloped. Therefore, no potentially significant impacts would be expected to occur to land use, zoning, or public policy as a result of the proposed rehabilitation work at Shaft No. 9. Open Space The site is located within a forested area and surrounded by the Rockefeller State Park Preserve on three sides. At the closest point, the preserve is located 60 feet away from the site entrance. The 0.75 acres of land proposed for construction staging during the rehabilitation work is owned by NYCDEP and is not used for public recreation. The relatively small construction crew on site (estimated 40 workers) is not anticipated to place additional demand on the area’s open spaces. Most of the construction equipment and vehicles would be screened visually by existing vegetation on-site, particularly the line of trees and shrubs along Sleepy Hollow Road. No potential significant adverse impacts to the area’s open spaces are therefore anticipated as part of this project.

Environmental Assessment Form 5-37 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

Urban Design, Visual Resources, and Shadows Shaft No. 9 is an existing NYCDEP facility and is not a significant contributor to urban design. However, the shaft building is an imposing part of the visual landscape, and since the Aqueduct, shafts, and structures are eligible for listing on the State and National Registers of Historic Places, Shaft No. 9 and its associated structures are considered visual resources. Proposed improvements to Shaft No. 9 and its associated structures would include rehabilitation of the exterior and interior structures, such as cleaning the existing stone façade and removing graffiti, structural repairs, exterior and interior lighting, installing a new roof (that would match the historic roof), and building a permanent access road to the shaft. In addition, demolition of the on-site carriage house, which is a condemned structure that has not been used in previous years, is proposed. The removal of this defunct building would remove an “eye sore” from the site. NYCDEP would coordinate its plans for improvements with the NYSOPRHP. Most of the construction equipment and vehicles at Shaft No. 9 would be screened visually by existing vegetation on-site. During the project, a temporary chain-link fence would be installed around the construction area at Shaft No. 9 in order to secure the site and provide a safe working environment. In addition, the staging area would be covered with a temporary compacted, graded gravel surface and geotextile layer. While the construction fence would temporarily change the visual character of the site, the fence would be temporary and remain only until the project is completed in September 2009. A new paved access road would replace the existing gravel driveway. Proposed improvements at Shaft No. 9 and temporary modifications in the site’s appearance would not be a potential significant adverse impact on visual resources or urban design. Temporary construction fencing would not represent potential significant adverse impacts to shadows. Historical Resources Archaeological Resources The NYCDEP prepared a Phase 1A cultural resources investigation in order to discover the potential for archaeological resources to be present along the length of the entire Aqueduct and at shaft sites in areas that may be disturbed or excavated as part of the proposed project. The report indicted that while the area surrounding Shaft No. 9 and its associated structures may be sensitive for precontact archaeological deposits; minimal ground disturbance would be required around the shaft location during the rehabilitation work. To ensure that the existing ground surface, as well as any potential archaeological deposits at the site, would not be disturbed, a geotextile layer and graded gravel surface on the 0.75-acre construction staging area at Shaft No. 9 was installed during the initial phase of the project. In addition, significant archaeological resources would not likely be located in the area as severe disturbance of the soil strata at the site occurred during the construction of the NCA and shafts in the late 1800s. Therefore, no impacts to archaeological resources are anticipated as part of this project. Architectural Resources Proposed improvements at Shaft No. 9 involve the rehabilitation of blow-off structures, main gates, and outlet fences; the installation of a new roof; the rehabilitation/restoration of the raceway walls; and the restoration of the existing stone façade. The carriage house, a multi-bay brick building that was constructed as part of the original NCA system in approximately 1891, would be demolished. Shaft No. 9 would also be used as a construction access shaft for the duration of the project. The construction activity and proposed improvements at this site would represent a major alteration to the character or appearance of Shaft No. 9 and its associated structure.

According to a graphic of the carriage house in the 1895 Aqueduct Commissioners Report, the structure originally served as a stable for a portable hoisting plant. The report also refers to it as an “engine house for the portable hoisting plant,” when citing an 1892 payment to John Twiname for its construction. An inspection of the carriage house conducted in December of 2003 revealed that the

June 2007 5-38 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities

building was in danger of collapsing due to structural deficiencies. Although the building was used for storage over a number of years by the NYCDEP, it no longer serves this function. The structural instability of the building dictates that it cannot be left as it is, and it has no programmatic function for NYCDEP. The proposed demolition activities associated with the carriage house would not extend outside of the footprint of the existing structure, and the site would be backfilled to grade. Since Shaft No. 9 and its associated structures are eligible for listing on the National and State Registers of Historic Places, NYCDEP would coordinate its plans for all proposed rehabilitation work with the NYSOPRHP. Prior to construction, the Secretary of the Interior’s Standards for the Treatment of Historic Properties would be utilized to ensure the retention of the historic character of the structures, except for the carriage house, which would be demolished. The contained demolition of the carriage house may constitute an adverse effect as it is a potentially significant structure associated with the first construction of the NCA. Some form of mitigation, such as the photorecordation of the structure, is warranted. However, the NYSOPRHP may recommend alternative or additional mitigation measures. By following the recommendations and implementing the requirements of the NYSOPRHP, NYCDEP would ensure that no potential significant adverse impacts to the historic character of the NCA and associated structures occur. Natural Resources Shaft No. 9 is a developed site adjacent to Sleepy Hollow Road. All staging activities would be confined to the 0.75-acre staging area surrounding the shaft. Although areas of steep slopes exist outside the project area, staging activities on areas of steep slopes would be prohibited. The mature forest vegetation adjacent to the shaft would be avoided and trees within the staging area would be protected during construction. NYCDEP foresters would monitor trees located in close proximity to the staging areas and access roads periodically during the proposed project, and a minimum of six months following cessation of all work related to the rehabilitation project in order to identify any trees that may have been weakened by adjacent construction activities. If certain trees are identified as damaged or dying, NYCDEP would remove stressed trees and replace them. As a part of routine maintenance, vegetation and debris within the raceway of Welker’s Brook would be cleared to allow for proper flow.

Vegetation The mature forest surrounding the area consists of white ash (Fraxinus americana), sugar maple (Acer saccarhurm), sycamore (Acer pseudo-platanus), tulip tree (Liriodendron tulipifera), and black cherry (Prunus serotina). The proposed construction staging area to the north and west of Shaft No. 9, which includes a graded gravel surface and geotextile layer, covers what was once a maintained lawn. The mature northern white cedar (Thuja occidentalis) to the west of the staging area would be avoided during all construction activities. Adjacent to the shaft area, along the eastern perimeter of the shaft are tree-of-heaven (Ailanthus altissima). Proposed improvements to Shaft No. 9 include the removal of invasive species from the surrounding landscape. In addition, maintenance of the shaft’s raceway in Welker’s Brook would require the removal of two Class II trees (12 to 24 inch DBH) including a black willow and a sycamore. Wetlands and Water Resources An on-site perennial stream, Welker’s Brook, adjoins the southern portion of the site. The Brook flows to the west off-site beneath Sleepy Hollow Road and eventually drains into the Pocantico River approximately 300 feet to the west of Shaft No. 9. Within the project area the stream is confined to a man-made raceway or “blow-off outlet” built for emergency discharge of the Aqueduct at Shaft No. 9. A SWPPP would be implemented to ensure that no potential significant adverse impacts to the stream occur. The NYSDEC Freshwater Wetland Maps for Westchester County (NYSDEC, October 7, 1987, no revision date) were reviewed to determine if state regulated wetlands exist in the vicinity of the shaft.

Environmental Assessment Form 5-39 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

No state regulated wetlands are identified on the NYSDEC Freshwater Wetland map in the vicinity of Shaft No. 9. In April 2004, the shaft site was inspected for regulated wetlands in accordance with the USACOE Wetlands Delineation Manual (1987). Wetlands were identified immediately adjacent to both sides of the stream corridor largely confined within stonewalls lining the streambed, which were built to handle the flows from the blow-off outlet. These wetlands, which comprise a total of approximately 0.10 acre, consist of both emergent and deciduous forested vegetation community types dominated by nut sedge (Cyperus esculentus), stinging nettle (Urtica dioica), soft rush (Juncus effusus), sensitive fern (Onoclea sensibilis), smartweeds (Polygonum sp.), soft stem bulrush (Scirpus validus), skunk cabbage (Symplocarpus foetidus), jewelweed (Impatiens capensis), red maple (Acer rubrum), tearthumb (Polygonum arifolium), and yellow birch (Betula alleghaniensis). The National Wetland Inventory (NWI) map for White Plains, New York (USFWS, 1994) has classified the stream corridor and associated wetlands on-site as Riverine, Upper Perennial, Unconsolidated Bottom, and Permanently Flooded (R3UBH). The Village of Sleepy Hollow regulates activities surrounding the wetland located near Shaft No. 9. According to the Village code, the wetland buffer zone extends 50-feet beyond the wetland. While efforts were taken to minimize the degree to which construction activities would encroach upon the protective wetland buffer, the construction activities at this site would require work within the stream and wetland areas, and the staging area would be located less than 50 feet from the identified wetlands. NYCDEP would seek a permit from the Village of Sleepy Hollow and create plans for wetland protection consistent with direction from the Village of Sleepy Hollow to ensure that potential significant adverse impacts to the wetland do not occur. Furthermore, a SWPPP would be prepared and implemented throughout construction activities to ensure that no potential significant adverse impacts from erosion or sedimentation are caused by construction activities. Wildlife Resources The forested habitat surrounding the shaft consists of high quality wildlife habitat including mature upland forest. It would be expected to support a high diversity of plant and animal species. Typical wildlife species that may occur within the vicinity of Shaft No. 9 are included in Table 5-4. Although wildlife that may utilize the shaft environs and adjacent forested habitat could be temporarily displaced during construction, the construction schedule is mostly limited to the non- breeding season from September through May and is not expected to have a potential significant impact on wildlife. However, owls, raptors (hawks), some early migrating songbirds (American Robin), and other birds such as American Crows, Fish Crows, Blue Jays begin their breeding activities much earlier. Owls and raptors begin breeding as early as February while others noted above begin in April. Work would cease in the vicinity of any nest/roost found until a NYCDEP Wildlife Biologist is notified and assesses the situation. In preparation of the May 14, 2004, EAF for the inspection phase of the project, the NYSDEC Natural Heritage Program and NYSDEC Breeding Bird Atlas Survey were contacted to determine if state or federal listed species or significant natural areas occur within the vicinity of the project (Appendix B). Three state listed/regulated plant species were identified as historically occurring in the vicinity of the shaft site: Rattlebox (Crotalaria sagittalis) (State Endangered), Virginia False Gromwell (Onosmodium virginianum) (State Endangered), and Shrubby St. John’s Wort (Hypericum prolificum) (State Threatened). Since the area surrounding the shaft is typically manicured grass and developed, there is no suitable habitat for these species within the project area. In a letter dated October 3, 2006, NYSDEC confirmed that the results of the Natural Heritage Program database review and Breeding Bird Atlas survey remain valid.

June 2007 5-40 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities

TABLE 5-4 TYPICAL WILDLIFE SPECIES POTENTIALLY OCCURRING IN THE VICINITY OF SHAFT NO.9 Common Name Scientific Name Common Name Scientific Name Birds Reptiles/Amphibians Sharp-shinned Hawk Accipiter striatus Dusky Salamander Desmognathus fuscus Broad-winged Hawk Buteo platypterus Eastern Newt Notophthalmus viridescens American Woodcock Scolopax minor Four-toed Salamander Hemidactylium scutatum Yellow-billed Cuckoo Coccyzus americanus Two-lined Salamander Eurycea bislineata Eastern Screech-Owl Otus asio Red-backed Salamander Plethodon cinereus Great Horned Owl Bubo virginianus Slimy Salamander Plethodon glutinosus Downy Woodpecker Picoides pubescens Common Gray Treefrog Hyla versicolor Hairy Woodpecker Picoides villosus Pickerel Frog Rana palustris Northern Flicker Colaptes auratus Wood Frog Rana sylvatica Eastern Wood-Pewee Contopus virens Eastern Box Turtle Terrapene carolina Red-eyed Vireo Vireo olivaceus Five-lined Skink Eumeces fasciatus Blue Jay Cyanocitta cristata Brown Snake Storeria dekayi American Crow Corvus brachyrhynchos Common Garter Snake Thamnophis sirtalis Black-capped Chickadee Poecile (Parus) atricapillus Eastern Hognose Snake Heterodon platyrhinos Tufted Titmouse Baeolophus (Parus) bicolor Eastern Ribbon Snake Thamnophis sauritus White-breasted Nuthatch Sitta carolinensis Milk Snake Lampropeltis triangulum Brown Creeper Certhia americana Racer Coluber constrictor Wood Thrush Catharus mustelinus Rat Snake Elaphe obsoleta Yellow Warbler Dendroica petechia Red-bellied Snake Storeria occipitomaculata Yellow-rumped (Myrtle) Warbler Dendroica coronata Ringneck Snake Diadophis punctatus Black-throated Green Warbler Dendroica virens Worm Snake Carphophis amoenus Black-and-white Warbler Mniotilta varia Ovenbird Seiurus aurocapillus Common Yellowthroat Geothlypis trichas Yellow-breasted Chat Icteria virens Eastern (Rufous-sided) Towhee Pipilo erythrophthalmus White-throated Sparrow Zonotrichia albicollis Northern Cardinal Cardinalis cardinalis Rose-breasted Grosbeak Pheucticus ludovicianus Brown-headed Cowbird Molothrus ater Baltimore Oriole Icterus galbula Mourning Dove Zenaida macroura Wood Pewee Contopus virens Carolina Wren Thryothorus ludovicianus House Wren Troglodytes aedon American Robin Turdus migratorius Gray Catbird Dumetella carolinensis Magnolia Warbler Dendroica magnolia American Redstart Setophaga ruticilla Scarlet Tanager Piranga olivacea Common Grackle Quiscalus quiscula Bronzed Cowbird Molothrus aeneus House Finch Carpodacus mexicanus Red-tailed Hawk Buteo jamaicensis Wild Turkey Meleagris gallopavo Chimney Swift chaetura pelagica Ruby-throated Hummingbird Archilochus colubris Great Crested Flycather Myiarchus crinitus Warbling Vireo Vireo gilvus House Sparrow Passer domesticus

Environmental Assessment Form 5-41 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

Mammals Coyote Canis latrans Virginia Opossum Didelphis virginiana Northern Short-tailed Shrew Blarina brevicauda Eastern Mole Scalopus aquaticus Bats Family Vespertilionidae Grey Squirrel Sciurus carolinensis White-Footed Mouse Peromyscus leucopus Flying Squirrel Glaucomys sp Red Fox Vulpes vulpes Raccoon Procyon lotor Striped Skunk Mephitis mephitis White-tailed Deer Odocoileus virginianus Sources: 1. Martin, A.C., H.S. Zim, and A.L. Nelson. 1951. American Wildlife and Plants, A Guide to Wildlife Food Habits. Dover Publications, Inc. NY. 2. Behler, J. and F. King. 1997. The Audubon Field Guide to North American Reptiles and Amphibians. Alfred A. Knopf. New York, New York. 3. Andrle, R.F. and J.R. Carrol, ed. 1988. The Atlas of Breeding Birds in New York State. Cornell University Press. Ithaca, New York. 4. Westchester County Department of Planning. 1987. The Wildlife Resources of Westchester County. Westchester County Department of Planning - May. Division of Housing and Community Development. White Plains, New York.

Active bird nests or roosts found to be on the structures or in the zone of construction disturbance are protected under the Migratory Bird Treaty Act and would not be disturbed in any way until the appropriate permit is issued by the United States Fish and Wildlife Service and/or the NYSDEC. The Rock Dove (Columba livia), European Starling (Sturnus vulgaris) and House Sparrow (Passer domesticus) are exempt from the Migratory Bird Treaty Act. All work on structures with active bird nests or roosts would be done between August 1 and March 31 (outside the breeding season). There have been occasional observations of Bald Eagles during the wintering period at West Branch and nearby . Work would cease in the vicinity of any nest/roost found until a NYCDEP Wildlife Biologist is notified and assesses the situation. In addition, there is a significant natural community (Pocantico Hills) that occurs in the vicinity of Shaft No. 9. Pocantico Hills natural community consists of mature Oak-Tulip Forest and is located to the west of Sleepy Hollow Road. Shaft No. 9 is not located within the boundaries of this natural community. There is also a record for Kentucky warbler (Oporornis formosus) in the general vicinity of Shaft No. 9. This species has a natural heritage rank of S2 indicating a conservation concern due to regional rarity or declining populations. Since the area is typically manicured grass and developed, there is no suitable habitat for these species within the project area. According to the NYS Amphibian and Reptile Atlas Project (NYSDEC, 1990-1999), the eastern box turtle (Terrapene carrolina) is known from the White Plains, New York Quadrangle and is a Species of Special Concern in New York State. Since the area is typically manicured grass and developed, there is no suitable habitat for these species within the project area. In the spring and summer of 2004, a Survey for Threatened and Endangered Species and Species of Special Concern was conducted at Shaft No. 9 (see Appendix B). The survey results indicated that no threatened, endangered, or special concern species were found during the survey period, which consisted of eleven site visits from May 27 to September 1, 2004. While there was suitable habitat present for Eastern Box Turtle, none were found during the extensive survey. Suitable habitat for Rattlebox (Crotolaria sagittalis, State Endangered) does exist on site along the unpaved road, however this species was not found during the survey. No suitable habitat for Virginia false gromwell (Onosmodium virginianum, State Endangered) was found, nor were any individuals of that species found. Although the site constituted suitable habitat for Shrubby St. Johns wort, this species was not observed during the survey period.

June 2007 5-42 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities

The following bird species were identified during the survey: Red-tailed Hawk, Wild Turkey, Mourning Dove, Yellow-billed Cuckoo, Chimney Swift, Ruby-throated Hummingbird, Northern Flicker, Wood Pewee, Great Crested Flycatcher, Warbling Vireo, Red-eyed Vireo, American Crow, Blue Jay, Black-capped Chickadee, Tufted Titmouse, White-breasted Nuthatch, House Wren, Carolina Wren, Wood Thrush, American Robin, Pileated Woodpecker (heard in distance), Gray Catbird, Starling, Cedar Waxwing, Yellow Warbler, Magnolia Warbler, American Redstart, Ovenbird, Scarlet Tanager, Eastern Towhee, Chipping Sparrow, Song Sparrow, Indigo Bunting, Northern Cardinal, Baltimore Oriole, Common Grackle, Bronzed Cowbird, and House Finch, Eastern Goldfinch, and House Sparrow.

Best Management Practices (BMPs) To minimize the potential for natural resources impacts, the following BMPs would be implemented at Shaft No.9: • Implement a SWPPP throughout construction and rehabilitation activities in order to ensure that potential significant adverse impacts from erosion or sedimentation would not occur. • Maintain the orange construction fence that was installed along the perimeter of the work area and around existing trees to remain on site prior to the start of construction to avoid clearing or construction damage to mature trees. • Institute a mandatory pre-construction field meeting with contractor and a NYCDEP natural resource specialist prior to the start of construction to review BMPs and monitor construction activities to ensure adherence with BMPs. The proposed work on this site would be carefully planned and executed to ensure no potential significant adverse impact to the site’s natural resources occurs. Upon completion of the rehabilitation work, the site would be restored to a condition that may be slightly improved over its original condition, as NYCDEP would have removed many invasive species through the site work and would revegetate the site utilizing ecologically suitable native species. Therefore, no potential significant adverse impact to natural resources would occur as a result of the proposed project. Solid Waste and Sanitation Services An estimated maximum of 500 tons of sediment is anticipated to be removed from Shaft No. 9, along with negligible amounts of construction debris from rehabilitation work. Sediment and construction debris would be tested, removed, and disposed of in accordance with all applicable Federal, State, and local laws and regulations. Trucks with a capacity to transport 25 tons of sediment per trip would be used to transport the material from the shaft location to a licensed landfill facility. No potential significant adverse impacts to solid waste and sanitation services are anticipated. Noise The shaft site falls within the jurisdiction of the Village of Sleepy Hollow. The Village of Sleepy Hollow noise ordinance does not provide absolute construction noise limits during the daytime. However, the local noise ordinance prohibits the generation of construction noise from 7:00PM to 8:00 a.m. on weekdays and 6:00 p.m. and 9:00 a.m. on Saturdays. Construction is not permitted on Sundays. Construction activity for the proposed action would occur on weekdays between 7:00 a.m. and 6:00 p.m. All approvals, permits, and variances would be secured as necessary prior to the commencement of construction activities. The Rockefeller State Park Reserve is considered to be a noise-sensitive land use. The park is a large facility, not intensely utilized, and visually screened from project activity. In all work at the site, construction equipment powered by internal combustion engines would be equipped with a properly maintained exhaust muffler. Also, air powered equipment would be fitted

Environmental Assessment Form 5-43 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

with pneumatic exhaust silencers. All equipment used on site would meet the sound level standards mandated in applicable Federal regulations. Noise generated at the access shaft sites would primarily be associated with the movement of material into and out of the tunnel. The greatest noise sources are motorized equipment used in the process. However, the use of noisy equipment would be intermittent, occurring for short periods. Although the noisiest equipment at the shaft site are capable of generating instantaneous maximum noise levels of 74 dBA at a distance of approximately 60 feet from the shaft site, the hourly Leq noise level is expected to be much less depending on the duty cycle of equipment. This noise level would be perceptible within the Rockefeller State Park Preserve but should not be perceptible from area residences. Noise generated at this site would be intermittent (only occurring from September 2008 to May 2009) during the construction period. Although the potential increases in noise levels are likely to be intrusive, they would be intermittent and temporary so that no potential significant adverse impacts from noise are anticipated. 5.3.10 Shaft No. 10 The New Croton Aqueduct Shaft No. 10 is a below-grade structure in the Village of Tarrytown, Westchester County, New York. The City of New York owns the 2.6 acre parcel surrounding the shaft. The shaft is located within a chain-link security fence and contains two header pipes and pumps that supply the Village of Tarrytown with water from the Aqueduct. The area surrounding the shaft is grassed, level, and contains trees lining the lot perimeter. The shaft site is surrounded by municipal land and lies approximately 300 feet from the Tarrytown Reservoir. The site is accessible via an existing turnoff from County House Road. Proposed Work Previous inspections of the site indicated that Shaft No. 10 is in good condition and did not require any major improvements. No work is currently proposed at this shaft site under Contract CRO-334; however, the EAF evaluates potential future work that may be conducted at Shaft No. 6, if determined necessary at a later date. This work could include the following minor repairs and surface rehabilitation: • Removal and disposal of the existing ladder within the shaft structure; • Patching holes in the brick and mortar lining caused by removal of the ladder; • Leak repair grouting; and, • Site restoration, including reinstallation of existing chain-link fencing; removal of construction debris.

Work activities at Shaft No. 10 would require a temporary 13-foot-wide gravel construction entrance (at the turnoff from County House Road) and an approximately 0.13-acre staging area constructed of graded gravel with an underlying geotextile layer to minimize disturbance of the existing ground surface. The grassed area surrounding the shaft would be used for the construction staging area. A temporary access gate would be constructed just past the graded gravel entrance, and the staging area would be enclosed by the existing chain-link security fence for security purposes. Work activities at Shaft No. 10 would be performed from within the existing security fenced compound surrounding the shaft and would require the removal of the steel sheeting surrounding the header pipes and possibly a portion of the concrete slab foundation. In addition, in order to work inside the shaft, the muncipal water tap would have to be removed and reinstalled later, upon completion of the work activities. The condition of the tap is unknown; however, it is anticipated that some repair or replacement would be required to return the tap to operating condition after it has been disturbed. Once the steel sheeting surrounding the shaft opening is removed, a crane or hoist would be positioned above the shaft opening, and the muncipal water tap structure would be lifted out and removed. Next, the existing ladder would be detached from the shaft lining in sections at a time and lifted out of the shaft opening. The ladder would be removed and disposed of at an appropriate waste

June 2007 5-44 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities disposal facility. Any holes in the brick and mortar lining caused by removal of the ladder would be patched with non-shrink grout. The leak repair grouting would be performed from within the tunnel. After the muncipal water tap is reinstalled, the steel sheeting would be replaced over the shaft opening, and the shaft site would be reinstated to its pre-construction condition. Work at Shaft No. 10 would occur for up to three months during the period between September 2008 and May 2009. The peak number of workers per day that would be required is estimated to be ten working in one shift (7:00 a.m. to 6:00 p.m. Monday through Friday). Trucks used to deliver materials are anticipated to be an average of two trucks per day for this limited time period. This site is not a proposed construction access location or ventilation shaft for in-tunnel rehabilitation work. Impact Analysis The following sections describe the potential for environmental effects resulting from the proposed on-site activities at Shaft No. 10 for each relevant technical area below. No significant adverse impacts are anticipated as a result of the improvements proposed at this site. Land Use, Zoning, and Public Policy No significant adverse impacts to Shaft No. 10 would occur as a result of the work activities proposed at this site. During the proposed work, land use on a small area surrounding the shaft would change temporarily in terms of the overall level of activity occurring on-site. However, potential impacts of proposed on-site construction activities would be temporary and confined to the site area. The land use nearest the shaft site, municipal buildings located to the south, would not be significantly impacted, as the proposed construction activity is temporary and confined within the existing grassed area surrounding the shaft. The activity surrounding the existing fenced shaft compound would be screened visually by existing vegetation. Upon completion of the proposed work, the existing shaft site would be restored to its original condition. Potential significant adverse impacts as a result of the proposed work at this site are not anticipated. Historical Resources Architectural Resources Proposed improvements at Shaft No. 10 would include the removal of the existing ladder and repair or replacement of the muncipal water tap. While potential enduring impacts of the proposed shaft improvements would be confined to within the below-grade shaft structure, removal of the existing ladder would alter the character of the shaft. Since Shaft No. 10 is eligible for listing on the National and State Registers of Historic Places, NYCDEP would implement all necessary procedures in consultation with the NYSOPRHP to ensure that no potential significant adverse impacts to historical resources occur as a result of the proposed work. Prior to construction, the Secretary of the Interior’s Standards for the Treatment of Historic Properties would be utilized to ensure the retention of the historic character of the structures. By following the recommendations and implementing the requirements of the NYSOPRHP, NYCDEP would ensure that no potential significant adverse impacts to the historic character of the NCA and associated structures occur. Infrastructure and Energy In order to work inside the shaft, the muncipal water tap would have to be removed and reinstalled later, upon completion of the work activities. The rehabilitation work would be conducted during a period when the NCA has been temporarily taken out of service (mid-September through May), when demand for water supply from the NCA is below peak levels. During this off-peak period, alternative plans for water supply, which have been coordinated by NYCDEP, will be sufficient to meet the needs of the Village of Tarrytown. The temporary removal of the muncipal water tap would, therefore, not represent a potential significant adverse impact to infrastructure. While the condition of the muncipal water tap at Shaft No. 10 is unknown, it is anticipated that some repair or replacement would be required to return the tap to operating condition after it has been disturbed.

Environmental Assessment Form 5-45 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

5.3.11 Shaft No. 11A The New Croton Aqueduct Shaft No. 11A is a below-grade structure in the Town of Greenburgh, Westchester County, New York. The City of New York owns the 0.7 acre parcel surrounding the shaft. The shaft is situated within a headhouse located between Old White Plains Road and White Plains Road. The parcel of land surrounding the shaft is a flat, manicured grassed area immediately adjacent to Old White Plains Road. Access to the shaft is from an existing maintained gravel driveway from Old White Plains Road. The shaft site is surrounded by commercial land to the east and west, and residences are located north of Old White Plains Road. Proposed Work Previous inspections of Shaft No. 11A recommended the following improvements and surface rehabilitation: • Removal and disposal of existing ladder within shaft; • Repair/replacement of existing roof, windows, and doors with similar design and materials; • Removal of asbestos containing materials; • Rehabilitation of existing structure (exterior and interior), such as removing vegetation and graffiti, power washing, repointing, and structural repairs; • Repair of floor slab; • Reseating the manhole cover and provide security lock; • Providing exterior light (for security purposes) and a lightening protection system; and, • Minor site restoration and landscaping.

Proposed surface rehabilitation and improvements at Shaft No. 11A would require a temporary 0.15- acre staging area to be set up on the manicured grassed area surrounding the headhouse structure. The staging area would be constructed with a graded gravel surface and geotextile layer to minimize disturbance of the existing ground surface. A temporary chain-link security fence would be installed around the staging area and the existing gravel parking area located adjacent to Old White Plains Road for security purposes, and appropriate erosion control measures would be established. Once the temporary staging area is established and the shaft cover is removed, a crane or hoist would be positioned above the shaft opening, and the existing ladder would be detached from the shaft lining in sections at a time and lifted out of the shaft opening. The ladder would be removed and disposed of at an appropriate waste disposal facility. Any holes in the brick and mortar lining caused by removal of the ladder would be patched with non-shrink grout.

Work activities at Shaft No. 11A would also include rehabilitation of the existing head house structure, such as replacing the existing roof, windows, and doors with similar design and materials, repointing and removing graffiti, and repairing the floor slab. The waterproofing membrane under the concrete roof slab at the head house structure may contain asbestos and would be removed and disposed of at an appropriate waste disposal facility, in accordance with 12 NYCRR 56 “Asbestos”, and 15 RCNY Part 1. Exterior lighting and a lightening protection system would also be installed at the shaft site.

The proposed work at Shaft No. 11A would occur for up to 5 months during the period between September 2008 and May 2009. The peak number of workers per day that would be required is estimated to be ten working in one shift (7:00 a.m. to 6:00 p.m. Monday through Friday). Trucks used to deliver materials are anticipated to be an average of five trucks per day for this limited time period. During the in-tunnel rehabilitation, a fan would be installed and mounted directly on top of the shaft located within the shaft headhouse, and air would be drawn from the exterior of the building through

June 2007 5-46 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities a door that would be left open, but screened to prevent foreign matter from being drawn through the system. The screen would also perform a security function to prevent personnel entry into the room through this door. Air drawn from Shaft No. 11A would flow to Shaft No. 9 providing continuous air movement throughout the duration of the in-tunnel rehabilitation work within the gravity section of the NCA (from September 2008 to May 2009). Routine site visits, up to once per week, of crews of approximately two workers would occur to ensure the ventilation system is working properly. Once the proposed work is completed and the shaft is no longer needed for ventilation purposes, the existing cover would be put back into place over the shaft opening and the site would be reinstated to its original condition. Upon completion of the proposed on-site activities, the graded gravel surface and temporary construction fencing would be removed from the site, and the site would be restored to its original condition utilizing ecologically suitable native species to restore the site. This site is not a proposed construction access location for the in-tunnel rehabilitation work. Impact Analysis The following sections describe the potential for environmental effects resulting from the proposed on-site activities at Shaft No. 11A for each relevant technical area below. No significant adverse impacts are anticipated as a result of the rehabilitation activities proposed at this site. Land Use, Zoning, and Public Policy The shaft is situated within a headhouse located between Old White Plains Road and White Plains Road, surrounded by commercial land to the east and west. During the proposed work, land use on- site would change temporarily in terms of the overall level of activity occurring on-site. However, potential impacts of proposed on-site construction activities would be temporary and confined to the site area. Potential significant adverse impacts as a result of the temporary construction work at this site are not anticipated. Upon completion of proposed work, the existing shaft site would be restored to its pre-construction condition. Historical Resources Architectural Resources Proposed improvements at Shaft No. 11A involve rehabilitating the interior and exterior of the headhouse; installing a new roof and windows; repairing the existing door and floor slab; installing security measures, and restoring the existing stone façade. Shaft No. 11A would also be used as a ventilation shaft for the duration of the project. The construction activity and proposed improvements at this site would represent a minor alteration to the character or appearance of Shaft No. 11A and its associated structure. Since Shaft No. 11A and its associated above-ground headhouse are eligible for listing on the National and State Registers of Historic Places, NYCDEP would coordinate its plans for all proposed rehabilitation work with the NYSOPRHP. Prior to construction, the Secretary of the Interior’s Standards for the Treatment of Historic Properties would be utilized to ensure the retention of the historic character of the structures. By following the recommendations and implementing the requirements of the NYSOPRHP, NYCDEP would ensure that no potential significant adverse impacts to the historic character of the NCA and associated structures occur. Noise The operation of a ventilation fan within the Shaft No. 11A headhouse structure would not affect noise levels at the closest sensitive receptor to a significant degree. The closest residential building is located approximately 125 feet north of the headhouse. The fan would only operate during daytime work hours (7:00 a.m. to 6:00 p.m. Monday through Friday); however, for the purposes of this evaluation, night-time levels were considered to be the most conservative measure of assessing project impact given the higher sensitivity of a residence during sleeping hours. The monitored night-

Environmental Assessment Form 5-47 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334 time noise level at this site (11:00 p.m. to 12:00 a.m.) was 52.7 dBA Leq (1-hour). Manufacturer’s test data for the proposed fan indicates a sound power level of 101 dBA. These data were used to estimate the change in noise level at the receptor. Accounting for distance and the estimated shielding from the headhouse structure in its current open-windowed configuration, a noise level increase less than 2 dbA above the existing level would be anticipated at the residences. Although the predicted increase is below CEQR impact increment, further reduction would be achieved by temporarily sealing the window at the northern wall of the headhouse structure which faces the residential buildings. Increases in noise would occur at this site during the day; however, no significant adverse impacts are anticipated to result from the use of Shaft No. 11A as a ventilation fan location. Air Quality During the period when work would be done in the tunnel, fans would be used to control air flow and maintain air quality suitable for workers throughout the tunnel. At Shaft 11A, air from within the tunnel would be released. Expelled air may have trace amounts of pollutants from the small equipment used within the tunnel for rehabilitation. However, since air within the tunnel would meet Occupational Safety and Health Administration (OSHA) work standards, pollutant levels in exhaust air are not anticipated to be significant. In addition, the area immediately surrounding the shaft would be inaccessible to the public during this phase. Therefore, no potential significant adverse impacts associated with this exhaust source are anticipated. Hazardous Materials In accordance with 12 NYCRR 56 “Asbestos”, and 15 RCNY Part 1, an asbestos survey was conducted during Contract CRO-333 by Boris Feldman of TLI (NYS DOL Asbestos Inspector Certificate No. 95-04291, NYC DEP Asbestos Investigator Certificate No: 99725) to determine if ACM would be affected during the proposed work activities at Shaft No. 11A. The survey indicated a potential for ACM to be present on site (see Asbestos Inspection and Survey Report for New Croton Aqueduct Rehabilitation Shaft Head Houses, dated January 31, 2006). Materials assumed to contain asbestos at Shaft No. 11A include approximately 414 SF of waterproofing membrane under the concrete roof slab at the head house structure. The survey recommended that the waterproofing membrane be tested for asbestos content after the concrete roof slab is removed and that all ACM be disposed of in accordance with 12 NYCRR 56 “Asbestos”, and 15 RCNY Part 1. A plan consistent with these regulations will be developed and implemented by the contractor prior to the initiation of work. This plan will become a component of the specifications for the contracted work. NYCDEP commits to implementing proper safety measures during the rehabilitation activities. Since this work will be completed prior to demolition, no significant adverse impacts as a result of ACM are anticipated at these sites.

5.3.12 Shaft Nos. 11B and 11C The New Croton Aqueduct Shaft Nos. 11B and 11C are below-grade structures in the Town of Greenburgh, Westchester County, New York. The City of New York owns a single 1.1 acre parcel surrounding the shafts. The shafts are located between White Plains Road and the New York State Thruway within a commercial area. The two covered shafts are 34 feet apart and topped by clearly marked circular steel cover plates, surrounded by chain-linked security fences. The area surrounding the shaft is grassed, level, and located between two corporate office buildings. The area surrounding the fenced-in shaft site is used as landscaped recreational area for the adjacent corporate buildings. Access to the shafts is from White Plains Road to the driveway and parking area for the office buildings. Proposed Work Previous inspections of Shaft No. 11B and 11C recommended the following improvements and surface rehabilitation:

June 2007 5-48 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities

• Removal and disposal of the existing ladder within Shaft No.11B; • Leak repair grouting in Shaft No.11B; • Landscaping and minor site restoration surrounding the shafts; • Lowering the at-grade covers at Shaft Nos. 11B and 11C to approximately 2 feet below ground; • Removing existing fencing surrounding Shaft Nos. 11B and 11C; and, • Replacing existing cover at Shaft No.11B and 11C.

The proposed work at the shaft sites would require the construction of a temporary 13-foot wide, 80- foot long graded gravel construction access road and an approximately 1,000 square foot turn around area with a geotextile layer underneath that would connect the staging area for the shaft sites to the adjacent parking lot. The temporary construction access road would be placed over the same footprint as the one established during Contract CRO-333. The staging area would be created with an area of approximately 2,500 square feet around the shafts, enclosed by security fencing. The total area of disturbance at the site would therefore be approximately 0.25 acre. The access road would possibly require the trimming of a black locust tree to allow vertical clearance to the site. The proposed work would require the removal of the existing cover at Shaft No. 11B using a crane or hoist positioned above the shaft opening, which would be secured with a temporary guard railing for reasons of safety and to prevent debris from entering the shaft. The existing ladder would be detached from the shaft lining in sections at a time and lifted out of the shaft opening. The ladder would be removed and disposed of at an appropriate waste disposal facility. Leak repair grouting within Shaft No. 11B would also be conducted during this time period. Upon completion of the work activities, the existing shaft cover would be replaced with a new, removable, reinforced concrete slab, which would be placed over the shaft opening and buried. Approximately 3 feet of the brick lining would have to be removed from the shaft perimeter in order to lower the shaft structure below ground. Access to Shaft No. 11B would require the removal of three Class I (4 to 12 inch DBH) white pine trees. These trees would be replaced upon completion of the proposed work. In addition to the surface rehabilitation and improvement activities, Shaft No. 11B would also be used for ventilation throughout the duration of the project (September 2008 to September 2009). A fan would be installed and mounted directly on top of the shaft, which would be screened to prevent foreign matter from being drawn through the system. The screen would also perform a security function to prevent personnel entry into the shaft. Air drawn from Shaft No. 11B would flow to Shaft No. 18 providing continuous air movement throughout the duration of the in-tunnel rehabilitation work within the gravity section of the NCA (from September 2008 to May 2009). Routine site visits, up to once per week, by crews of approximately two workers would occur to ensure the ventilation system is working properly. Once the proposed work is completed and the shaft is no longer needed for ventilation purposes, the new concrete slab would be put placed over the shaft opening and buried, and the site would be reinstated to its original condition. Proposed improvements at Shaft No. 11C would also require the removal of the existing cover using a crane or hoist positioned above the shaft opening. The existing shaft cover would be replaced with a new, removable, reinforced concrete slab, which would be placed over the shaft opening and buried. Approximately 3 feet of the brick lining would have to be removed from the shaft perimeter in order to lower the shaft structure below ground. During in-tunnel work within Gould’s Swamp Siphon, Shaft No. 11C may also be used as a ventilation exhaust location for the temporary Aqueduct ventilation system.

The proposed work at Shaft Nos. 11B and 11C would occur for up to 5 months during the period between September 2008 and September 2009. The peak number of workers per day is estimated to be fifteen working in one shaft (7:00 a.m. to 6:00 p.m. Monday to Friday) and the average number of

Environmental Assessment Form 5-49 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334 truck visits per day is estimated to be four. During the proposed improvement activities, the workers on site would maintain the ventilation system, and no additional workers would need to visit the site. Upon completion of the shaft improvements, routine site visits, up to once per week, by crews of approximately two workers would occur to ensure the ventilation system is working properly. Once the in-tunnel rehabilitation work is completed and the Shaft No. 11B is no longer needed for ventilation purposes, the new cover would be placed over the shaft opening, and the site would be reinstated to its pre-construction condition, with the exception of the removal of eight trees that were removed during Contract CRO-333. The geotextile layer and graded gravel surface, along with erosion and sediment control measures would remain installed and maintained until after March 1st, when the seeding season begins. The sediment and erosion control measures would be inspected following every run-off producing rainfall, and in no case, less than once every week. After March 1st, the temporary graded gravel access road, construction/security compound, and all soil/sediment control measures would be removed and the area would be reseeded with ecologically appropriate species consistent with the existing vegetation community. Shaft Nos. 11B and 11C would also be used to access Gould’s Swamp Siphon to conduct a portion of the in-tunnel rehabilitation work. Impact Analysis The following sections describe the potential for environmental effects resulting from the proposed on-site activities at Shaft Nos. 11B and 11C for each relevant technical area below. No significant adverse impacts are anticipated as a result of the surface rehabilitation and improvement activities proposed at these sites. Land Use, Zoning, and Public Policy During the proposed work, land use on a small area surrounding the shaft sites would change temporarily in terms of the overall level of activity occurring on the site. The construction activity at these sites would be temporary, lasting for up to 5 months, and therefore, potential significant adverse impacts are not anticipated. After surface rehabilitation and improvements are completed, Shaft No. 11B would remain in use for Aqueduct ventilation exhaust (throughout the in-tunnel rehabilitation period from September 2008 to September 2009). Upon completion of the in-tunnel work, when the shaft is no longer needed for ventilation purposes, the covers would be replaced and buried, and the sites would be restored to their original condition. Historical Resources Architectural Resources Proposed improvements at Shaft Nos. 11B and 11C would include minor alterations to the below- grade structures, which would alter the character of the shafts. Since the shafts are eligible for listing on the National and State Registers of Historic Places, NYCDEP would implement all necessary procedures in consultation with the NYSOPRHP to ensure that no potential significant adverse impacts to historical resources occur as a result of the proposed work. Prior to construction, the Secretary of the Interior’s Standards for the Treatment of Historic Properties would be utilized to ensure the retention of the historic character of the structures. By following the recommendations and implementing the requirements of the NYSOPRHP, NYCDEP would ensure that no potential significant adverse impacts to the historic character of the NCA and associated structures occur. Noise The ventilation fan would operate only during daytime work hours (7:00 a.m. to 6:00 p.m. Monday through Friday). Changes in noise levels are unlikely to affect sensitive receptors since noise sensitive receptors are more than ½-mile from the site. Modern commercial office buildings are located approximately 100-feet from the proposed fan location; however, the buildings do not have operable windows and it is therefore unlikely that fan noise levels would affect work environment

June 2007 5-50 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities

noise levels within the buildings to a significant degree. Therefore, it is not anticipated that significant adverse noise related impacts would result from the use of Shaft No. 11B as a ventilation fan location. Air Quality During the period when work would be done in the tunnel, fans would be used to control air flow and maintain air quality suitable for workers throughout the tunnel. Depending on the contractor’s ventilation design, at Shaft No. 11B and 11C, air from within the tunnel may be released. Expelled air may have trace amounts of pollutants from the small equipment used within the tunnel for rehabilitation. However, since air within the tunnel would meet OSHA work standards, pollutant levels in exhaust air are not anticipated to be significant. In addition, the area immediately surrounding the shaft would be inaccessible to the public during this phase. Therefore, no potential significant adverse impacts associated with this exhaust source are anticipated. 5.3.13 Shaft No. 12A The New Croton Aqueduct Shaft No. 12A is a below-grade structure in the Village of Irvington, Westchester County, New York. The City of New York owns the 0.9 acre parcel surrounding the shaft. The shaft is located within a chain link security fence and contains two header pipes and pumps that supply water to the Village of Irvington from the Aqueduct. The shaft lies on a gentle slope within a forested area located approximately 75 feet from the shoulder of the northbound Saw Mill River Parkway. Access to the shaft is from an existing, maintained asphalt path that runs between the Saw Mill River Parkway and the Saw Mill River, or from any existing driveway entrance from the Saw Mill River. The asphalt path can be accessed by turning off the northbound lane of the Saw Mill River Parkway at a highway rest area located within South County Trailway Park. Residences are located approximately 600 feet away to the east. The immediate area surrounding the site is mature upland forest located on the shoulder of the Saw Mill River Parkway. Proposed Work Based on previous inspections of Shaft No. 12A, no work is proposed at this location. 5.3.14 Shaft No. 13 The New Croton Aqueduct Shaft No. 13 is a below-grade structure in the Town of Greenburgh, Westchester County, New York. The City of New York owns the 1.4-acre parcel of land surrounding the shaft. The shaft site is surrounded by forested, light residential and undeveloped land. The closest residence is located approximately 450 feet away from the site. The Ferncliff Cemetery lies adjacent to the shaft site approximately 100 feet to the east. Access to the shaft is on NYCDEP property from Secor Road. Proposed Work Previous inspections of Shaft No. 13 recommended the following improvements and surface rehabilitation: • Removal and disposal of the existing ladder within the shaft structure; • Patching holes in the brick and mortar lining caused by removal of the ladder; • Minor grouting and leak repairs; and, • Site restoration, including removal of construction debris and invasive plant species; replanting of trees and shrubs; and removal of temporary construction fencing, graded gravel surface, and geotextile layer.

Surface rehabilitation and improvements at Shaft No. 13 would require the construction of a temporary 13-foot-wide, 150-foot-long graded gravel access road with an underlying geotextile layer from Secor Road to the shaft location. The access route would require grading along the shoulder of

Environmental Assessment Form 5-51 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

Secor Road and the temporary use of the curb. A staging area enclosed by security fencing would be created, having an area of approximately 2,000 square feet around the shaft. The total area of disturbance surrounding the shaft and including the access road is approximately 0.25 acres. To obtain access to the shaft, some minor tree trimming may be required. Under Contract CRO-333, a total of 23 trees were removed from the access road and shaft staging areas, which will be replanted upon completion of work activities on site. Various heavy equipment, such as a cherry picker and backhoe, would be utilized on site. Once the temporary staging area is established, the existing new shaft cover, which was installed in 2005 under Contract CRO-333, would be removed, and the shaft opening would be secured, as necessary, to prevent debris from entering the shaft. Excavation of up to 3 feet depth around the shaft cover may be required to reach the shaft cover and enable its removal, since the shaft cover was buried with fill upon completion of work activities during Contract CRO-333. The existing ladder would be detached from the shaft lining and lifted out of the shaft opening by the cranes, in sections at a time. The ladder would be removed and disposed of at an appropriate waste disposal facility. Any holes in the brick and mortar lining caused by removal of the ladder would be patched with non- shrink grout. The shaft cover would be replaced over the shaft opening and buried for security purposes upon completion of the work activities. Upon completion of the surface rehabilitation and shaft improvement activities, the temporary graded gravel access road, construction/security compound, and all soil/sediment control measures would be removed, and the area would be replanted with ecologically appropriate species consistent with the existing vegetation community. A total of 23 trees would be planted after the work activities are completed in order to replace the trees that were removed and to prevent the re-growth of invasive species. Work at Shaft No. 13 would occur for up to 4 months during the period between September 2008 and May 2009. The peak number of workers per day that would be required is estimated to be ten working in one shift (7:00 a.m. to 6:00 p.m. Monday through Friday). Trucks used to deliver materials and remove debris are anticipated to be an average of four trucks per day for this limited time period. This site is not a proposed construction access location or ventilation shaft for in-tunnel rehabilitation work. Impact Analysis The following sections describe the potential for environmental effects resulting from the proposed on-site activities at Shaft No. 13 for each relevant technical area below. No significant adverse impacts are anticipated as a result of the surface rehabilitation and improvements proposed at this site. Land Use, Zoning, and Public Policy The site is located within a vacant lot along Secor Road and is within an area which is zoned as single-family residential. Ferncliff Cemetery is located 100 feet to the east of the shaft and lightly populated residential land is located to the north and west approximately 450 feet away. Undeveloped land exists to the south of the shaft across Secor Road. During the proposed work, land use on a small area surrounding the shaft would change temporarily in terms of the overall level of activity occurring on-site. Potential impacts of proposed construction activities would be temporary and confined to the site area. The land use nearest the shaft site, residential areas located approximately 450 feet to the north, would not be adversely affected by the construction activities as the activity is temporary and relatively distant. Most of the construction equipment and vehicles would be screened visually by existing vegetation on-site. All of the construction activity would be confined to the cleared areas of the shaft site and the 2,000 square foot staging area. The existing forested areas would be preserved to buffer adjacent land uses and maintain the character of the site.

June 2007 5-52 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities

No enduring change in site conditions (except for the modification of the vegetation cover on site) is anticipated as a result of the shaft improvements and construction activity proposed at this site. Historical Resources Archaeological Resources The NYCDEP prepared a Phase 1A cultural resources investigation in order to discover the potential for archaeological resources to be present along the length of the entire Aqueduct and at shaft sites in areas that may be disturbed or excavated as part of the proposed project. The report indicated that the location of Shaft No. 13 would not be sensitive for significant archaeological resources since potential resources would have been disturbed during the construction of the shaft in the late 1800’s. However, the area surrounding the shaft is known to be sensitive for historical resources. Historic topographic maps from the nineteenth century indicate that the terrain found in the location of the site, which is characterized by flat land with brooks, ponds, and open fields surrounded by low hills and forest land and nearby Saw Mill River, likely provided an ideal location for precontact archaeological sites. In addition, historical and archaeological literature indicated that a tribe of the Algonquin nation was directly west of the project site in the Village of Dobbs Ferry. The Phase 1A report indicated that the construction and subsequent removal of the proposed access road and staging area surrounding Shaft No. 13, which would require clearing, grading, and leveling activities, could potentially impact below ground archaeological resources if extant in the area. In light of the potential disturbance that the proposed rehabilitation activities could have on below grade cultural resources at Shaft Site No. 13, the Phase 1A recommended archaeological fieldwork to further determine the existence and possible extent of undisturbed cultural material at the site. On August 2, 2004, a Phase 1B archaeological investigation was conducted at the site. Three 50 x 50 cm test pits were established within the location of the proposed access road and staging area, excavated to a depth of 40 to 50 centimeters below grade. In addition to the surface trash spread over the area at the time of the investigation, the results of the Phase 1B testing indicated that the site has been used for dumping activities over time. While the report indicated that it was unclear whether dumping activities would have destroyed or removed any precontact cultural resources in portions of the site area, there was no evidence of any extant precontact cultural resources in the proposed access road or staging area surrounding the shaft site. Therefore, no archaeological resources would be affected by the proposed construction and grading of an access road and staging area at Shaft No. 13. No additional research or field investigations was recommended. Architectural Resources Proposed improvements at Shaft No. 13 involve removing the existing shaft ladder and patching holes in the brick and mortar lining caused by removal of the ladder. The proposed improvements at this site would alter the character of the shaft. Since Shaft No. 13 is eligible for listing on the National and State Registers of Historic Places, NYCDEP would coordinate its plans for all proposed rehabilitation work with the NYSOPRHP. Prior to construction, the Secretary of the Interior’s Standards for the Treatment of Historic Properties would be utilized to ensure the retention of the historic character of the structures. By following the recommendations and implementing the requirements of the NYSOPRHP, NYCDEP would ensure that no potential significant adverse impacts to the historic character of the NCA and associated structures occur. Natural Resources Shaft No. 13 consists of a stand of mature trees within a predominantly residential neighborhood. Minor grading and clearing activities would be required to obtain access to the shaft, since the site was recently cleared and accessed in 2005. The location of the access road and location and shape of the construction area have been designed to minimize potential significant adverse impacts to mature trees.

Environmental Assessment Form 5-53 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

Vegetation Vegetation within the access road contains an oak-cherry forest community including species such as black oak (Quercus velutina), red oak (Quercus rubra), black cherry (Prunus serotina), hawthorne (Crataegus sp.), white ash (Fraxinus americana) and Norway maple (Acer platanoides). The shrub and herbaceous communities include tartarian honeysuckle (Lonicera tatarica), multiflora rose (Rosa multiflora), bittersweet (Celastrus orbiculatus), red raspberry (Rubus idaeus), ragweed (Ambrosia artemisiifolia), garlic mustard (Alliaria petiolata), Virginia creeper (Vitaceae Parthenocissus quinquefolia), and Winged Euonymus (Euonymus alatus). During the inspection phase of the project (under Contract CRO-333), twenty Class I trees (4 to 12 inch DBH) and three Class II trees (12 to 24 inch DBH), including red oak, black oak, black cherry, white ash, Norway maple, sugar maple, and hawthorne were removed to allow proper access to the site and to set up the staging area (for precise DBH sizes, see Table 5-10 in EAF dated May 14, 2004). These trees will be replaced upon completion of the surface rehabilitation and improvements at Shaft No. 13. A large sycamore and Norway maple on the southern end of the access road would be avoided, and a number of mature black and red oak trees have been identified as those that would be protected. Trees located in close proximity to the staging areas and access roads would be monitored periodically during the proposed on-site work and at a minimum of six months following cessation of all work activities in order to identify any trees that may have been weakened by adjacent construction activities. If certain trees are identified as damaged or dying, the stressed trees would be removed and replaced for a period of 18 months following cessation of all work. Wetlands and Water Resources In April 2004, the shaft site was inspected for regulated wetlands in accordance with the USACOE Wetlands Delineation Manual (1987). No wetlands or waters were identified adjacent to the shaft and proposed access route. Wildlife Resources The shaft is located within a predominately developed landscape. No potential significant adverse impacts to wildlife resources are anticipated. Construction activities would be confined to the non- breeding season. During the initial phase of the project, the NYSDEC Natural Heritage Program and Breeding Bird Atlas Survey were contacted to determine if state or federal listed species or significant natural areas occur within the vicinity of the project (Appendix B). There is a record for Kentucky warbler (Oporornis formosus) in the general vicinity of Shaft No. 13. This species has a natural heritage rank of S-2 indicating a conservation concern due to regional rarity or declining populations. Since the shaft is located within a predominately developed landscape and is surrounded by residential, developed areas, there is no suitable habitat for this species within the project area. In a letter dated October 3, 2006, NYSDEC confirmed that the results of the Natural Heritage Program database review and Breeding Bird Atlas survey remain valid. Active bird nests or roosts found to be on the structures or in the zone of construction disturbance are protected under the Migratory Bird Treaty Act and would not to be disturbed in any way until the appropriate permit is issued by the United States Fish and Wildlife Service and/or the NYSDEC. The Rock Dove (Columba livia), European Starling (Sturnus vulgaris) and House Sparrow (Passer domesticus) are exempt from the Migratory Bird Treaty Act. All work on structures with active bird nests or roosts would be done between August 1 and March 31 (outside the breeding season). Work would cease in the vicinity of any nest/roost found until a NYCDEP Wildlife Biologist is notified and assesses the situation.

June 2007 5-54 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities

Best Management Practices (BMPs) The following best management practices are proposed to preserve large mature trees during construction: • Implement a Storm Water Pollution Prevention Plan (SWPPP) throughout construction activities in order to ensure that potential significant adverse impacts from erosion or sedimentation would not occur. • Institute a mandatory pre-construction field meeting with contractor and NYCDEP natural resource specialist prior to the start of construction to review BMPs and monitor construction activities to ensure adherence with BMPs.

The proposed work on this site would be carefully planned and executed to ensure no potential significant adverse impacts to the site’s natural resources. Upon completion of the site work, the staging area and access route would be replanted with ecologically appropriate species consistent with the existing vegetation community. Therefore, no potential significant adverse impact to natural resources would occur as a result of the proposed work. 5.3.15 Shaft No. 14 The New Croton Aqueduct Shaft No. 14 is a below-grade structure in the Village of Ardsley, Westchester County, New York. The City of New York currently owns 2.5 acres of land surrounding the shaft, which includes the shaft, the adjacent 17-space parking lot used by the Village of Ardsley Public Library, several grassed areas surrounding the shaft, and a swath of land which runs west to the Saw Mill River, following the line of the below-ground blow-off tunnel. The library is located on a separate tax parcel that appears to have once been part of the parcel owned by the City. There is a monitoring station (recovery facility system) on top of Shaft No. 14. This wooden structure is enclosed by a chain link fence and wooden rail fence surrounded by a grassed area. Proposed Work Previous inspections of Shaft No. 14 recommended the following improvements and surface rehabilitation: • Removing or replacing the existing blow-off sluice gates and their operators and appurtenances; • Rehabilitation of the blow-off outlets, which would require the removal of accumulated sediment within the outlet; • Replacing hoists and ventilation system in the blow-off gatehouse; • Repairing cracks along the masonry joints of the shaft chamber; • Removing discoloration, efflorescence, and calcification throughout masonry walls; • Modifications to the existing power distribution system; • Installing 200 feet of epoxy mortar lining in Aqueduct;and, • Installing an extension to the existing parking lot.

A staging area approximately 0.05-acre in size would be set up surrounding the shaft, primarily located within the 17-space asphalt parking lot and a grassed area to the east of the parking lot that contains landscaped shrubs and small tree saplings. The grassed portion of the staging area surrounding the shaft would be covered with 6 inches of wood chips and surrounded by sediment and erosion control measures to minimize disturbance of the existing ground surface. The staging area would remain from November 2008 through May 2009. Upon completion of the on-site rehabilitation activities, the construction staging equipment and the temporary construction fencing would be removed from the site, and the site would be restored to a condition similar to its pre- construction condition by utilizing ecologically suitable native species to restore the site.

Environmental Assessment Form 5-55 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

For the period of rehabilitation at Shaft No. 14, from November 2008 to May 2009, the peak daily number of workers on-site and entering the shaft to perform rehabilitation daily is estimated to be 10 working in one shift (7:00 a.m. to 6:00 p.m. Monday to Friday). Trucks used to deliver materials and remove debris are estimated to be an average of two trucks per day. This site is not a proposed construction access location or ventilation shaft for in-tunnel rehabilitation work. Impact Analysis The following sections describe the potential for environmental effects resulting from the proposed on-site activities for each relevant technical area below. No significant adverse impacts to Shaft No. 14 are anticipated as a result of the surface rehabilitation and improvements proposed at this site. Land Use, Zoning, and Public Policy Shaft No. 14 is located on a small parcel of land within a landscaped area of an existing municipal complex. The area surrounding the site is low-density residential area and commercial. The Village of Ardsley Public Library is located approximately 140 feet to the south of the site. A commercial strip-mall is located to the west of the site across American Legion Drive with adjacent, large parking areas. Residential single-family houses are located to the east of the site over 200 feet away, but are screened from the site by vegetation and topography. The site itself is currently occupied by a grass covered area with a small building containing a monitoring station. A small, unnamed stream, and a bridge connecting a parking lot used by the Village of Ardsley Public Library and the library property itself runs to the south from the site. The area between the unnamed stream and the library consists of a small, park-like setting with benches, planted flowers, and landscaped shrubs. During the proposed work, land use on the shaft site would change temporarily in terms of the overall level of activity occurring on-site. A portion of the existing 17-space parking lot that abuts the northern side of the monitoring station would be occupied by construction equipment. However, a permanent addition to the existing parking lot (approximately 6 spaces) would be constructed prior to work on-site, which provides the Library with the same amount of parking spaces that are required for access at this location. Proposed improvements to the shaft structure itself would not change the existing use or zoning at the site. No potentially significant impacts would be expected to occur to land use, zoning, or public policy as a result of the proposed rehabilitation work at Shaft No. 14. Community Facilities and Services Since the project is of a temporary nature, it is unlikely that workers would move into the area as a result of the project, and, therefore, no significant additional demand on community facilities would be created by the project. While a portion of the existing 17-space parking lot that abuts the northern side of the monitoring station would be used for construction staging and would not be available for use by the Village of Ardsley Public Library during the period of construction, a permanent addition to the existing parking lot (approximately 6 spaces) would be constructed prior to rehabilitation activities, which would provide the Library with the same amount of parking spaces that are required for access at this location. Open Space The areas that would be temporarily used as a staging area during the proposed action are owned by NYCDEP and are currently used as a parking lot for the Village of Ardsley Public Library and a small grassed area. A small, park-like setting exists between the staging area and the library and is located approximately 100 feet to the south of the staging area. The area, totaling approximately 2,400 square feet, has benches and is landscaped with flowers and shrubs. The area is not mapped as a village park. Work would be limited to the staging area and would not significantly impact this area. The relatively small construction crew on site (10 workers) is not anticipated to place additional demand on the area’s open spaces. Therefore, no potential significant adverse impacts to the area’s open spaces are anticipated as part of this project.

June 2007 5-56 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities

Urban Design, Visual Resources, and Shadows Shaft No. 14 is an existing NYCDEP facility and is not a significant contributor to urban design since it is constructed entirely below ground. While the Aqueduct, shafts, and structures are eligible for listing on the State and National Registers of Historic Places, Shaft No. 14 and its associated structures are located below ground, covered by an above-grade monitoring station (recovery facility system) housed within a wooden structure, and are therefore not considered visual resources. Proposed improvements to the shaft structures would not be visible from the exterior. However, NYCDEP would coordinate its plans for improvements with the NYSOPRHP to ensure that no significant adverse impacts to historical resources occur. Historical Resources Archaeological Resources In May 2004, the NYCDEP prepared a Phase 1A cultural resources investigation in order to discover the potential for archaeological resources to be present along the length of the entire Aqueduct and at shaft sites in areas that may be disturbed or excavated as part of the proposed project. The report indicated that while Shaft No. 14 is located in an area potentially sensitive for the presence of archaeological resources, it is unlikely that significant archaeological resources would be present in the location of the shaft (and the associated spillway and drain), since severe disturbance would have occurred during the construction of the NCA and shafts in the late 1800s. Minimal ground disturbance would be required around the shaft location during the rehabilitation work. To ensure that the existing ground surface, as well as any potential archaeological deposits surrounding the site would not be disturbed, wood chips would be placed on the grassed portion of the 0.05-acre construction staging area at Shaft No. 14. No impacts to archaeological resources are anticipated as part of this project. Architectural Resources Proposed improvements at Shaft No. 14 involve the rehabilitation of blow-off structures, main gates, and outlet fences; removing discoloration, efflorescence, and calcification throughout masonry walls; and the installation of security equipment to prevent illegal access to the facility. The proposed improvements at this site would represent a major alteration to the character or appearance of Shaft No. 14 and its associated structure. Since Shaft No. 14 and its associated structures are eligible for listing on the National and State Registers of Historic Places, NYCDEP would coordinate its plans for all proposed rehabilitation work with the NYSOPRHP. Prior to construction, the Secretary of the Interior’s Standards for the Treatment of Historic Properties would be utilized to ensure the retention of the historic character of the structures. By following the recommendations and implementing the requirements of the NYSOPRHP, NYCDEP would ensure that no potential significant adverse impacts to the historic character of the NCA and associated structures occur. Natural Resources Shaft No. 14 is located within a landscaped area of an existing municipal complex. Minor clearing activities would be necessary to gain access to the shaft site from an adjoining parking lot. The area surrounding Shaft No. 14 is landscaped with maintained lawn and tree plantings. All construction staging is proposed within an existing parking lot and a small area of manicured grass surrounding the shaft that has been covered with a graded gravel surface and geotextile layer to minimize disturbance of the existing ground surface. Four small blue spruces (Picea pungens) along the southern side of Shaft No. 14 will be protected during construction. Wetlands and Water Resources In April 2004, the shaft site was inspected for regulated wetlands in accordance with the USACOE Wetlands Delineation Manual (1987). No wetlands were identified adjacent to the shaft or access road. Neither the National Wetland Inventory (NWI) map for White Plains, New York (USFWS,

Environmental Assessment Form 5-57 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

1994) nor the NYSDEC Freshwater Wetland Map for Westchester County identifies any wetlands within the vicinity of the site. A small intermittent tributary stream to the Saw Mill River is located immediately adjacent to the shafts and drains to the west. The stream originates as a culvert outfall to the southeast of the shaft and flows through a man-made channel covered with cemented rip-rap stone. The stream enters the blow-off of the NCA within a storm drain located to the west of the shaft and ultimately drains to the Saw Mill River. No significant adverse impacts would occur as a result of removing sediment from the blow-off. A SWPPP would be implemented throughout construction activities in order to ensure that potential significant adverse impacts from erosion or sedimentation would not occur. Wildlife The shaft is located within a predominately developed landscape. No potential significant impacts to wildlife resources are anticipated. The NYSDEC Natural Heritage Program and Breeding Bird Atlas Survey were contacted to determine if state or federal listed species or significant natural areas occur within the vicinity of the project (Appendix B). There are records for torrey’s mountain mint (Pycnanthemum torrei) (State Endangered), reflexed sedge (Carex retroflexa) (State Endangered), Kentucky warbler (Oporornis formosus) (S2), and black-crowned night heron (Nycticorax nycticorax) (S3) in the general vicinity of Shaft No. 14. The project area consists of a paved parking lot and adjoining manicured lawn. There is no suitable habitat for these species within the project area. A preliminary field inspection to determine the presence/absence of suitable habitat for threatened endangered species or Species of Concern was conducted in April 2004. No species of concern were identified within the project limits. In the spring and summer of 2004, a Survey for Threatened and Endangered Species and Species of Special Concern was conducted at Shaft No. 14 (see Appendix B). The survey period consisted of twelve site visits from May 28 to September 1, 2004. The survey results indicated that a Common Nighthawk was observed during one of the site visits. However, since this species is known to occasionally nest on graveled, flat rooftops that may be present in the area, and since it was only observed once, the individual observed was believed to have been a migrant. The two plant species of concern, torrey’s mountain mint (Pycnanthemum torrei State Endangered) and reflexed sedge (Carex retroflexa State Endangered) were not found due to the lack of suitable habitat on site. The following bird species were identified during the survey: Red-tailed Hawk, Common Nighthawk, Red-eyed Vireo, American Crow, Blue Jay, Carolina Wren, Wood Thrush, American Robin, Gray Catbird, Starling, Chipping Sparrow, Song Sparrow, Baltimore Oriole, Turkey Vulture, Common Grackle, House Finch, Eastern Goldfinch, and House Sparrow. Best Management Practices (BMPs) The following BMPs are recommended to ensure no potential significant adverse impacts to the stream occur: • Implement a SWPPP throughout construction activities in order to ensure that potential significant adverse impacts from erosion or sedimentation would not occur. Institute a mandatory pre-construction field meeting with the contractor and a NYCDEP natural resource specialist prior to the start of construction to review BMPs and monitor construction activities to ensure adherence with BMPs.

The proposed work on this site would be carefully planned and executed to ensure no potential significant adverse impacts to the site’s natural resources occur. Upon completion of the rehabilitation work, the site would be restored to a condition similar to its pre-construction condition

June 2007 5-58 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities by utilizing ecologically suitable native species to restore the site. Therefore, no potential significant adverse impact to natural resources would occur as a result of the proposed project. Solid Waste and Sanitary Services An estimated maximum of 125 tons of sediment is anticipated to be removed from Shaft No. 14, along with negligible amounts of construction debris from rehabilitation work. Sediment and construction debris would be tested, removed, and disposed of in accordance with all applicable Federal, State, and local laws and regulations. Trucks with a capacity to transport 25 tons of sediment per trip would be used to transport the material from the shaft location to a licensed landfill facility. No potential significant adverse impacts to solid waste and sanitation services are anticipated. Parking A portion (about 6 parking spaces) of the existing 17-space parking lot that abuts the northern side of the monitoring station would be used for construction staging and would not be available for use by the Village of Ardsley Public Library during the period of construction. However, a permanent addition to the existing parking lot would be constructed prior to rehabilitation activities, which would provide the Library with the same amount of parking spaces that are required for access at this location. No potential significant adverse impacts are anticipated to occur to the public parking facility located adjacent to the shaft site. On-site parking facilities for construction vehicles and workers during project construction are not anticipated. All construction vehicles and workers would be required to park on local streets or possibly in nearby public parking lots. The parking requirements would be coordinated with commercial owners of such parking facilities, however, it is anticipated that nearby parking is available to accommodate the needs of the construction workers and construction vehicles. Since adequate parking could be provided, no potential significant adverse parking impacts are anticipated to occur to the adjacent parking facilities in the vicinity of the shaft site. Noise The shaft site falls within the jurisdiction of the Village of Ardsley. The Village of Ardsley does not provide absolute construction noise limits during the daytime. However, the local noise ordinance prohibits the generation of construction noise from 8:00 p.m. to 8:00 a.m. on weekdays and Saturdays and from 8:00 p.m. to 10:00 a.m. on Sundays and holidays. Construction activity for the proposed action would occur on weekdays between 7:00 a.m. and 6:00 p.m. All approvals, permits, and variances would be secured as necessary prior to the commencement of construction activities. Noise sensitive receptors in the vicinity of the access shaft include the Ardsley Public Library (approximately 140 feet to the south), and residential uses approximately 200 feet away. Topographic features interrupt the line-of-sight from the shaft to the residences. In all work at the site, construction equipment powered by internal combustion engines would be equipped with a properly maintained exhaust muffler. Also, air powered equipment would be fitted with pneumatic exhaust silencers. All equipment used on site would meet the sound level standards mandated in applicable federal regulations. Noise generated at the access shaft sites would primarily be associated with the movement of material into and out of the tunnel. The greatest noise sources are motorized equipment used in the process. However, the use of noisy equipment would be intermittent, occurring for short periods. Although the noisiest equipment at the shaft site are capable of generating instantaneous maximum noise levels of 74 dBA at the library, the hourly Leq noise level is expected to be much less depending on the duty cycle of equipment. Noise generated at this site would be temporary (only occurring from November 2008 to May 2009) and intermittent during the construction period. Nevertheless, noise attenuation structure or measures would be implemented by NYCDEP, if required, to ensure that no potential significant impacts from noise occur on the library, as it is a land use that is dependent on low noise levels for its operation. These measures would be coordinated with the Village of Ardsley. Therefore, although the potential

Environmental Assessment Form 5-59 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

increases in noise levels are likely to be intrusive, they would be intermittent and temporary so that no potential significant adverse impacts from noise are anticipated. 5.3.16 Shaft No. 14A The New Croton Aqueduct Shaft No. 14A is a below-grade structure in the Village of Ardsley, Westchester County, New York. NYCDEP owns a total of 0.9 acres surrounding the shaft. The shaft contains header pipes and vertical pumps that supply United Water New Rochelle (UWNR) water from the Aqueduct. Residences are located approximately 150 feet to the east. The area surrounding the shaft lies within a playground area for a nursery school which is located approximately 20 feet to the south of the shaft. Although the area above the shaft is currently used by the nursery, access to the shaft can be achieved from NYCDEP property by traveling thorough the nursery playground from American Legion Drive. Unlike many of the shafts, access to Shaft No. 14A is occasionally accomplished as part of ongoing maintenance of the UWNR equipment. Proposed Work Previous inspections of Shaft No. 14A recommended the following minor repairs: • Removal and disposal of existing ladder within shaft; • Patching holes in the brick and mortar lining caused by removal of the ladder; and • Minor grouting and leak repairs.

Access to Shaft 14A would be from within the NCA tunnel (refer to Section 4.0), and the proposed improvements would be conducted entirely below ground. No construction activity or ground disturbance would be required at this site, and, therefore, no significant adverse impacts would occur as a result of the improvements proposed at Shaft No. 14A. 5.3.17 Shaft No. 15½ The New Croton Aqueduct Shaft No. 15½ is a below-grade structure in the Town of Greenburgh, Westchester County, New York. The City of New York owns the parcel of land surrounding the shaft and an easement to Jackson Avenue, both of which are situated within the Mount Hope Cemetery. The total area of NYCDEP property at the shaft site is 1.6 acres. The area surrounding the shaft is a clear, grassed and gradually sloping field. Residences are located approximately 600 feet to the south. Access to the shaft is from a Cemetery drive from Jackson Avenue. Proposed Work Previous inspections of Shaft No. 15½ recommended the following minor repairs and surface rehabilitation: • Removal and disposal of the existing ladder within the shaft structure; • Patching holes in the brick and mortar lining caused by removal of the ladder; • Minor grouting and leak repairs; and, • Site restoration, including removal of construction debris, temporary construction fencing, graded gravel surface, and geotextile layer.

Surface rehabilitation and improvements at Shaft No. 15½ would require the construction of a temporary 13-foot wide graded gravel access road, approximately 30 feet long, from a cemetery drive to the shaft. The temporary access road would be placed over the same footprint as the one established during Contract CRO-333. A staging area enclosed by security fencing would be created having an area of 2,000 square feet around the shaft. The staging area and access road, a total area of 0.05 acres, would be located entirely within a landscaped lawn. No clearing of vegetation would be

June 2007 5-60 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities required to access the shaft. Various heavy equipment, such as a cherry picker and backhoe, would be utilized on site. Once the temporary staging area is in place, the existing new shaft cover, which was installed in 2005 during Contract CRO-333, would be removed and the shaft opening would be secured with temporary guard railing for reasons of safety and to prevent debris from entering the shaft. Excavation of up to 3 feet around the shaft cap may be required to reach the shaft cover and enable its removal. The existing ladder would be detached from the shaft lining and lifted out of the shaft opening by the cranes, in sections at a time. The ladder would be removed and disposed of at an appropriate waste disposal facility. Any holes in the brick and mortar lining caused by removal of the ladder would be patched with non-shrink grout. The shaft cover would be replaced over the shaft opening and buried for security purposes upon completion of the work activities. The geotextile and gravel, along with erosion and sediment control measures would remain installed and maintained until after March 1st, when the seeding season begins. The sediment and erosion control measures would be inspected following every run-off producing rainfall, and in no case, less than once every week. After March 1st, the temporary graded gravel access road, construction/security compound, and all soil/sediment control measures would be removed and the area would be replanted with ecologically appropriate species consistent with the existing vegetation community. Work at Shaft No. 15½ would occur for up to 5 months during the period between September 2008 and May 2009. The peak number of workers per day that would be required is estimated to be ten working in one shift (7:00 a.m. to 6:00 p.m. Monday through Friday). Trucks used to deliver materials and remove debris are anticipated to be an average of five trucks per day for this limited time period. This site is not a proposed construction access location or ventilation shaft for in-tunnel rehabilitation work. Impact Analysis The following sections describe the potential for environmental effects resulting from the proposed on-site activities at Shaft No. 15½ for each relevant technical area below. No significant adverse impacts are anticipated as a result of the improvements proposed at this site. Land Use, Zoning, and Public Policy The shaft is located on a parcel of land within the Mount Hope Cemetery. The immediate area surrounding the shaft is not used by the cemetery. Areas used by the cemetery are located over 100 feet away from the shaft and would not be altered by the proposed work. During the proposed work, land use on a small area surrounding the shaft would change temporarily in terms of the overall level of activity occurring on-site. Potential impacts of proposed construction activities would be temporary and confined to the site area. All of the construction activity would be confined to the areas of the shaft site and the 2,000 square foot staging area. Upon completion of the proposed work activities, the existing site area would be restored to its original condition. The temporary graded gravel access road, construction/security compound, and all soil/sediment control measures would be removed and the area would be replanted with ecologically appropriate species consistent with the existing vegetation community. Potential significant adverse impacts as a result of the temporary construction work at this site are not anticipated. Historical Resources Archaeological Resources The NYCDEP prepared a Phase 1A cultural resources investigation in order to discover the potential for archaeological resources to be present along the length of the entire Aqueduct and at shaft sites in

Environmental Assessment Form 5-61 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

areas that may be disturbed or excavated as part of the proposed project. The report indicated that the location of Shaft No. 15½ would not be sensitive for significant archaeological resources since potential resources would have been disturbed during the construction of the shaft in the late 1800’s. However, the area surrounding the shaft is known to be sensitive for historical archaeological resources (the present Mount Hope Cemetery was once the location of a residence that was used as the headquarters of French General Rochambeau during the American Revolution). The Phase 1A report indicated that the construction and subsequent removal of the proposed access road and staging area surrounding Shaft No. 15½, which would require clearing, grading, and leveling activities, could potentially impact below ground archaeological resources if extant in the area. In light of the potential disturbance that the proposed rehabilitation activities could have on below grade cultural resources at Shaft No. 15½, the Phase 1A recommended archaeological fieldwork to further determine the existence and possible extent of undisturbed cultural material at the site. On August 2, 2004, a Phase 1B archaeological investigation was conducted at the site. Two 50 x 50 cm test pits were established within the location of the proposed access road and staging area, excavated to a depth of 40 to 50 centimeters below grade. The results of the Phase 1B testing indicated that no historical or precontact artifacts or features were recovered from either test pit, and therefore, no archaeological resources would be affected by the proposed rehabilitation activities proposed at Shaft No. 15½. No additional research or field investigations was recommended. Architectural Resources Proposed improvements at Shaft No. 15½ involve removing the existing shaft ladder and patching holes in the brick and mortar lining caused by removal of the ladder. The proposed improvements at this site would alter the character of the shaft. Since Shaft No. 15½ is eligible for listing on the National and State Registers of Historic Places, NYCDEP would coordinate its plans for all proposed rehabilitation work with the NYSOPRHP. Prior to construction, the Secretary of the Interior’s Standards for the Treatment of Historic Properties would be utilized to ensure the retention of the historic character of the structures. By following the recommendations and implementing the requirements of the NYSOPRHP, NYCDEP would ensure that no potential significant adverse impacts to the historic character of the NCA and associated structures occur. 5.3.18 Shaft No. 16 The New Croton Aqueduct Shaft No. 16 is a below-grade structure in the City of Yonkers, Westchester County, New York. NYCDEP owns a total of 1 acre surrounding the shaft. The shaft site is surrounded by commercial land and is located within an undeveloped lot adjacent to a cul-de- sac of a Corporate Drive. The nearest land use is a commercial business, which is approximately 400 feet to the south. The shaft is situated within an existing chain-link fence surrounded by grass and shrubs. Proposed Work Previous inspections of Shaft No. 16 recommended the following minor repairs and surface rehabilitation: • Removal and disposal of existing ladder within shaft; • Patching holes in the brick and mortar lining caused by removal of the ladder; • Leak repair grouting; and, • Replacement of existing shaft covers with concrete slabs and subsequent burial.

The proposed work at Shaft No. 16 would require the construction of a temporary 13-foot wide, 100- foot long graded gravel access road and staging area with a geotextile layer underneath to minimize ground disturbance. The temporary construction access road and staging area would be placed over the same footprint as the one established during Contract CRO-333. Work activities would be performed from within the existing security fenced area surrounding the shaft. The total area of

June 2007 5-62 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities disturbance at the site would be about 0.15 acre. Some clearing and grubbing of brush may be required to access the fenced area. In addition, four trees located within the security fence would be removed in order to access the shaft. Shaft No. 16 is capped by two iron manhole covers with diameters of 3 and 4 feet. The manhole covers are relatively new construction, placed atop the shaft opening in 1996, when filling operations for a new roadway located near the shaft site caused the construction of a 38-foot concrete extension over the original shaft opening. The proposed work would require the removal of the existing covers using a hoist or frame positioned above the shaft openings, which would be secured with a temporary guard railing for reasons of safety and to prevent debris from entering the shaft. The existing ladder would be detached from the shaft lining in sections at a time and lifted out of the shaft opening. The ladder would be removed and disposed of at an appropriate waste disposal facility. Any holes in the brick and mortar lining caused by removal of the ladder would be patched with non-shrink grout, and leak repair grouting within the shaft would also be conducted during this time period. Upon completion of the work activities, the two existing iron manhole shaft covers would be replaced with a new, removable, reinforced concrete slab, which would be placed over the shaft opening and buried. Minor grading would be required since the concrete shaft extension cannot be lowered. Within 15 days of completion of the proposed work, any temporary materials used on-site would be removed, the existing security fencing would be removed, and the area would be restored. Work at Shaft No. 16 would occur for up to 1 month during the period between September 2008 and May 2009. The peak number of workers per day that would be required is estimated to be ten working in one shift (7:00 a.m. to 6:00 p.m. Monday through Friday). Trucks used to deliver materials are anticipated to be an average of two trucks per day for this limited time period. Shaft No. 16 is not a proposed construction access location; however, this site may be used as a ventilation shaft for in-tunnel rehabilitation work, if required. Impact Analysis The following sections describe the potential for environmental effects resulting from the proposed on-site activities at Shaft No. 16 for each relevant technical area below. No significant adverse impacts are anticipated as a result of the proposed activities at this site. Land Use, Zoning, and Public Policy Shaft No.16 is located within an undeveloped area and is zoned as non-residential, commercial land. The nearest land use is a commercial business which is approximately 400 feet to the south. During the proposed work, land use on a small area surrounding the shaft would change temporarily in terms of the overall level of activity occurring on-site. Potential impacts of proposed construction activities would be temporary and confined to the site area. The construction equipment would be limited to within the existing chain link fence and would not pose a potential significant impact to the commercial land. Most of the construction equipment would be screened visually by existing vegetation on-site and topography. Upon completion of work, the temporary graded gravel access road, security fencing, and all soil/sediment control measures would be removed and the area would be replanted with ecologically appropriate species consistent with the existing vegetation community. No significant adverse impacts are anticipated as a result of the construction activities proposed at this site. Historical Resources Architectural Resources Proposed improvements at Shaft No. 16 would include minor alterations to the below-grade structure, which would alter the character of the shaft. Since the shaft is eligible for listing on the National and State Registers of Historic Places, NYCDEP would implement all necessary procedures in consultation with the NYSOPRHP to ensure that no potential significant adverse impacts to historical resources occur as a result of the proposed work. Prior to construction, the Secretary of the Interior’s

Environmental Assessment Form 5-63 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

Standards for the Treatment of Historic Properties would be utilized to ensure the retention of the historic character of the structure. By following the recommendations and implementing the requirements of the NYSOPRHP, NYCDEP would ensure that no potential significant adverse impacts to the historic character of the NCA and associated structures occur. Natural Resources Shaft No. 16 is located within an undeveloped lot adjacent to cul-de-sac Corporate Drive, surrounded by commercial land. The shaft is situated within an existing chain-link fence surrounded by grass and shrubs. The proposed work at Shaft No. 16 would require the construction of a temporary 13-foot wide, 100-foot long graded gravel access road and staging area with a geotextile layer underneath to minimize ground disturbance. Some clearing and grubbing of brush may be required to access the fenced area, and the removal of four invasive tree of heaven located within the existing chain-link- fence would be required prior to construction in order to access the shaft. The temporary construction access road and staging area would be placed over the same footprint as the one established during Contract CRO-333. Noise If required, Shaft No. 16 would be used as a location for a ventilation fan during the in-tunnel rehabilitation work. Since the ventilation fan would operate only during daytime work hours (7:00 a.m. to 6:00 p.m. Monday through Friday), maintenance of acceptable noise levels at the nearest residential locations 500 feet away may not require the use of noise reduction methods. The shielding offered by the terrain features would sufficiently attenuate ventilation fan noise levels at sensitive receptors during the fan’s operational hours. The predicted noise level at the nearest residences from ventilation fans are not expected to be higher than the existing ambient levels of 40-45 dBA (considered to be appropriate ambient noise levels for quiet suburban areas) and would not result in a 3 dBA or greater noise level increase. Therefore, no additional noise attenuation would be required at this site. Although minimal increases in noise would occur, no significant adverse impacts are anticipated to result from the use of Shaft No. 16 as a fan location. 5.3.19 Shaft No. 17½ The New Croton Aqueduct Shaft No. 17½ is a below grade structure in the City of Yonkers, Westchester County, New York. The City of New York owns the 0.5 acre parcel of land surrounding the shaft which is situated within a vacant lot adjacent to Tuckahoe Road. The area surrounding the shaft is clear, grassed, and generally flat. An industrial warehouse parking lot is located adjacent to and west of the shaft site, off Tuckahoe Road. Access to the shaft site would be from Touissant Avenue, east of the site. Proposed Work Previous inspections of Shaft No. 17½ recommended the following minor repairs and surface rehabilitation: • Removal and disposal of existing ladder within shaft; • Patching holes in the brick and mortar lining caused by removal of the ladder; • Removal of corroded interior surface of cast iron lining; and, • Coat interior lining with epoxy mortar.

Proposed work at Shaft No. 17½ would require the construction of a temporary 13-foot-wide, 135- foot-long, graded gravel access road from Touissant Avenue to the shaft, including a vehicle turn around area with a geotextile layer underneath to minimize ground disturbance. Existing guard railing on the side of Touissant Avenue would be temporarily removed near the access road to allow access to the shaft site. A staging area enclosed by security fencing would be created having a minimum area of approximately 2,000 square feet around the shaft and a geotextile layer underneath to minimize ground disturbance. The total area of disturbance, including the access road and staging

June 2007 5-64 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities area, would be approximately 0.06 acre. Some clearing and grubbing of brush and tree trimming may be required to gain access to the site. The temporary construction access road and staging area would be placed over the same footprint as the one established during Contract CRO-333. Various heavy equipment, such as a cherry picker and backhoe, would be utilized on site. Once the staging area is in place, the existing shaft cover would be removed and the shaft opening would be secured with temporary guard railing for reasons of safety and to prevent debris from entering the shaft. Excavation of up to 3 feet around the shaft cap may be required to reach the shaft cover and enable its removal. The existing ladder would be detached from the shaft lining in sections at a time and lifted out of the shaft opening. The ladder would be removed and disposed of at an appropriate waste disposal facility. Any holes in the brick and mortar lining caused by removal of the ladder would be patched with non-shrink grout. The corroded interior surface of the cast iron lining would be removed by scaling, and the interior lining would be coated with epoxy mortar. The shaft cover would be replaced over the shaft opening and buried for security purposes upon completion of the work activities. Once the shaft improvements are completed, the geotextile and gravel, along with erosion and sediment control measures would remain installed and maintained until after March 1st, when the seeding season begins. The sediment and erosion control measures would be inspected following every run-off producing rainfall, and in no case, less than once every week. After March 1st, the temporary graded gravel access road, construction/security compound, and all soil/sediment control measures would be removed and the area would be replanted with ecologically appropriate species consistent with the existing vegetation community. Work at Shaft No. 17½ would occur for up to 1 month during the period between September 2008 and May 2009. The peak number of workers per day that would be required is estimated to be ten working in one shift (7:00 a.m. to 6:00 p.m. Monday through Friday). Trucks used to deliver materials are anticipated to be an average of two trucks per day for this limited time period. This site is not a proposed construction access location or ventilation shaft for in-tunnel rehabilitation work. Impact Analysis The following sections describe the potential for environmental effects resulting from the proposed on-site activities at Shaft No. 17½ for each relevant technical area below. No significant adverse impacts are anticipated as a result of the improvements proposed at this site. Land Use, Zoning, and Public Policy The shaft is located within an undeveloped lot covered with an unmaintained, grassy field. Railroad roads previously ran adjacent to the shaft but have recently been removed and the area has been left undeveloped. The area surrounding the shaft is zoned single-family residential. A row of houses are located across Toussaint Avenue from the shaft site, the closest of which is 60 feet from the shaft site. During the proposed work, land use on a small area surrounding the shaft would change temporarily in terms of the overall level of activity occurring on-site. Potential impacts of proposed construction activities would be temporary and confined to the site area and areas required for staging access. Upon completion of work, the existing site area would be reinstated to its original condition. No enduring change in site conditions is anticipated as a result of the temporary construction activity proposed at this site. Historical Resources Architectural Resources Proposed improvements at Shaft No. 17½ involve the removal of the existing ladder and patching holes in the brick and mortar lining, which would alter the character of the shaft. Since Shaft No. 17½ is eligible for listing on the National and State Registers of Historic Places, NYCDEP would

Environmental Assessment Form 5-65 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

coordinate its plans for all proposed rehabilitation work with the NYSOPRHP. Prior to construction, the Secretary of the Interior’s Standards for the Treatment of Historic Properties would be utilized to ensure the retention of the historic character of the structures. By following the recommendations and implementing the requirements of the NYSOPRHP, NYCDEP would ensure that no potential significant adverse impacts to the historic character of the NCA and associated structures occur. 5.3.20 Shaft No. 18 The New Croton Aqueduct Shaft No. 18 is an above-grade structure in the City of Yonkers, Westchester County, New York. The City of New York currently owns approximately 13 acres of land at the shaft site. Private residences, the closest of which is located approximately 30 feet from the edge of the shaft site (approximately 110 feet from the shaft itself), are located nearby and Redmond Park is located approximately 500 feet away. The shaft building is a rock-faced granite structure with a stone base set into the slope that straddles the Aqueduct at a section that is also above grade. The shaft building is approximately 40 by 43 feet and 20 feet tall stone superstructure that extends approximately 19 feet below the surface. The structure contains an unused blow-off with gates that originally permitted Aqueduct water to be released, if necessary, to Tibbett’s Brook. The blow-off is currently not in operation. Two 6-foot conduits below the superstructure convey the brook through the structure. The Aqueduct remains above grade for 300 feet to the south, where the terrain rises and the Aqueduct passes below Yonkers Avenue. Proposed Work Previous inspections of Shaft No. 18 recommended the following improvements and surface rehabilitation: • Rehabilitating the exterior and interior of existing structure, including removal of vegetation and graffiti, power washing, repointing, and structural repairs; • Removal of the existing blow-off sluice gates and its operators and appurtenances; • Rehabilitation of the blow-off outlets; • Tuck pointing and other masonry repairs; • Installing new stainless steel stop shutters and groves; • Replacing the roof of the blow-off gatehouse; • Removing the existing propeller flow meter; • Removing asbestos-containing material; • Clearing debris and unwanted vegetation in the vicinity of the superstructure of the shaft; • Providing a lightening protection system for the superstructure; • Improving the parking area and access road, such as providing new stairs to the gatehouse and diverting the drainage off the back of the raceway wall; • Repairing the two culverts that run under the Aqueduct and clearing accumulated debris; • Repairing raceway walls and stream invert; • Demolition/replacement of existing power distribution panels; and, • Installing 200 feet of epoxy mortar lining within the Aqueduct.

In addition to the above-ground improvements, Shaft No. 18 would be used as a construction staging location and access shaft to the Aqueduct. The site would serve as a main access location for personnel, equipment, and materials into the Aqueduct to perform rehabilitation of the Aqueduct below. Shaft No. 18 may also be used as a ventilation exhaust location for the temporary Aqueduct ventilation system required for the duration of the in-tunnel rehabilitation work (September 2008 to September 2009). The shaft cover would remain open during the in-tunnel work periods, but would be screened to prevent unauthorized entry following the shaft improvement work and to allow for ventilation exhaust throughout the duration of the in-tunnel rehabilitation work. Routine site visits, up to once per week, by crews of approximately two workers would occur to ensure the ventilation system is working properly.

June 2007 5-66 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities

Proposed work at Shaft No. 18 would utilize the approximately 13-foot-wide, 450-foot-long temporary access road over manicured lawn that was established during Contract CRO-333 to provide access during construction activities. The access road is covered with a temporary compacted, graded gravel surface and geotextile layer to minimize disturbance of the existing ground surface. A staging area, also established during Contract CRO-333 is setup in the existing parking area located below the shaft building to the southeast. The total ground disturbance at this shaft site is approximately 0.75 acres, including the access road and staging area that were established during Contract CRO-333. Construction equipment and parking for staff would be provided within the staging area and access road. Stationary equipment at the shaft would include an Engineer’s Office and a change facility equipped with lockers and toilets. The geotextile layer and graded gravel construction staging area and access road would remain throughout the duration of the in-tunnel work from this location (anticipated to begin in September 2008 and continue to September 2009). Once the proposed work is completed and the shaft is no longer needed for in-tunnel construction access and ventilation purposes, the existing cover would be put back into place over the shaft opening and the site would be reinstated to its pre-construction condition. The construction staging equipment and the temporary construction fencing would be removed, and the site would be restored and replanted with ecologically appropriate species consistent with the existing vegetation community. The existing gravel driveway would be replaced with a paved surface, and the access stairs leading from the parking area to the shaft building would be improved. For the period of Aqueduct rehabilitation, Shaft No. 18 would be a major activity center. Work would occur on-site for the entire duration of the Aqueduct rehabilitation from September 2008 to September 2009. The peak daily number of workers on-site and entering the Aqueduct to perform rehabilitation daily is estimated to be 40 working in one shift (7:00 a.m. to 6:00 p.m. Monday to Friday). Trucks used to deliver materials and remove debris are estimated to be an average of ten trucks per day. Impact Analysis The following sections describe the potential for environmental effects resulting from the proposed on-site activities at Shaft No. 18 for each relevant technical area below. No significant adverse impacts are anticipated as a result of the improvements proposed at this site. Land Use, Zoning, and Public Policy Shaft No. 18 is located within a residential zoned area within the City of Yonkers. The immediate area surrounding the site is residential, particularly the line of houses adjacent to the site along Cook Avenue. The nearest residence is located approximately 30 feet from the edge of the proposed staging area. During the proposed rehabilitation work, land use on the shaft site would change temporarily in terms of the overall level of activity occurring on-site. Construction activities would be confined to the cleared areas of the shaft site; therefore the existing vegetation would be preserved and would continue to serve as a buffer between the shaft site and the surrounding land uses. The temporary access road and construction staging area that was established during Contract CRO-333, which encompasses approximately 0.75 acres of land, is proposed to remain through the duration of the rehabilitation work, until approximately September 2009 when the above-ground improvements to the shaft would be completed. Construction equipment would be located southeast of the shaft building, and parking for staff would be provided in the staging area and access road created for the project. No potentially significant impacts would be expected to occur to land use, zoning, or public policy as a result of the proposed rehabilitation work at Shaft No. 18. Open Space The site, which is located approximately 500 feet from Redmond Park, is not designated park land or used for public recreation. The areas to be temporarily used as a staging area during the proposed

Environmental Assessment Form 5-67 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334 action are owned by NYCDEP. The relatively small construction crew on site (40 workers) is not anticipated to place additional demand on the area’s open spaces. Construction activities would be confined to the cleared areas of the shaft site; therefore the existing vegetation would be preserved and would continue to serve as a buffer between the shaft site and the surrounding land uses. Due to the relatively large distance between the shaft and Redmond Park, potential significant adverse impacts to the Park from noise are not anticipated. No potential significant adverse impacts to the area’s open spaces are therefore anticipated as part of this project. Urban Design, Visual Resources, and Shadows Shaft No. 18 is an existing NYCDEP facility and is not a significant contributor to urban design. However, the Aqueduct, shafts, and structures are eligible for listing on the State and National Registers of Historic Places, and, as such, Shaft No. 18 and its associated structures are considered visual resources. Proposed improvements to Shaft No. 18 would include rehabilitation of the exterior and interior structure, such as removing vegetation and graffiti from the exterior and interior structure; removing the existing blow-off sluice gates and its operators and appurtenances; tuck pointing and other masonry repairs; installing new stainless steel stop shutters and groves; repairing the gatehouse roof; replacing the existing propeller meter; and installing a lightening protection system for the superstructure. NYCDEP would coordinate its plans for improvements with the NYS OPRHP to ensure that no significant adverse impacts to historical resources occur.

Most of the construction equipment and vehicles at Shaft No. 18 would be screened visually by existing vegetation on-site. The grassed portion of the staging area would be covered with a temporary compacted, graded gravel surface and geotextile. In addition, a temporary access gate and chain-link fencing was installed around the construction staging area and access road during Contract CRO-333 in order to secure the site and provide a safe working environment. While the construction fence and access gate would temporarily change the visual character of the site, both would be temporary and remain only until the project is completed in September 2009. Proposed improvements to Shaft No. 18 and temporary modifications in the sites' appearance would not be a potential significant adverse impact on visual resources or urban design. Historical Resources Archaeological Resources In May 2004, the NYCDEP prepared a Phase 1A cultural resources investigation in order to discover the potential for archaeological resources to be present along the length of the entire Aqueduct and at shaft sites in areas that may be disturbed or excavated as part of the proposed project. The report indicted that the Shaft No. 18 site may have the potential to contain buried cultural material related to the historical development of the area, especially since this section of Yonkers experienced much activity during the Revolutionary War. However, the depth and extent of the disturbance to the project site during the original installation of the NCA, Shaft No. 18, and the above-ground structures would have likely destroyed any potential resources within their footprint. Further, minimal ground disturbance is proposed for the rehabilitation activities. To ensure that the existing ground surface, as well as any potential archaeological deposits at the site, would not be disturbed, a geotextile and graded gravel surface was installed on the access road and construction staging area surrounding Shaft No. 18 during the initial phase of the project. No impacts to archaeological resources are therefore anticipated as part of this project. Architectural Resources Proposed improvements at Shaft No. 18 involve the rehabilitation of blow-off structures, main gates, and outlet fences; the installation of a new roof on the gatehouse; and the installation of a lightening protection system for the superstructure. Shaft No. 18 would also be used as a construction access shaft for the duration of the project. The construction activity and proposed improvements at this site would represent minor alterations to the character or appearance of Shaft No. 18 and its associated structures.

June 2007 5-68 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities

Since Shaft No. 18 and its associated structures are eligible for listing on the National and State Registers of Historic Places, NYCDEP would coordinate its plans for all proposed rehabilitation work with the NYSOPRHP. Prior to construction, the Secretary of the Interior’s Standards for the Treatment of Historic Properties would be utilized to ensure the retention of the historic character of the structures. By following the recommendations and implementing the requirements of the NYSOPRHP, NYCDEP would ensure that no potential significant adverse impacts to the historic character of the NCA and associated structures occur. Natural Resources Shaft No. 18 is a predominantly developed and maintained site adjacent to Yonkers Avenue. The construction staging area and access road is located within a manicured grassy lawn. Grading on areas of steep slope would be avoided. Clearing of trees adjacent to the access road would be minimized. Vegetation The construction staging area and access road would cover a maintained grass lawn. The access road may require the removal of a red cedar and mulberry, in addition to trimming branches to allow for vertical clearance. Within the shaft area, a Class III red maple and a Class II red oak would require trimming of their low lying branches to provide proper vertical clearance. Proper site planning would be undertaken to minimize damage to the trees. A certified arborist would conduct all tree limb removals in the appropriate season. Trees located in close proximity to the staging areas and access roads would be monitored periodically during the on-site rehabilitation activities and at a minimum of six months following cessation of all work related to the project in order to identify any trees that may have been weakened by adjacent construction activities. If certain trees are identified as damaged or dying, the stressed trees would be removed and replaced for a period of 18 months following cessation of all work. Wetlands and Water Resources An on-site perennial stream, Tibbett's Brook, adjoins the western portion of the site draining to the south. The stream is confined to a stone-lined raceway as it passes beneath the Aqueduct. Tibbett's Brook is a stream protected by NYSDEC, and is classified as surface water category B, which means that the water is suitable for primary contact recreation, including boating, swimming, and fishing. NYSDEC regulates activities within the bed and bank of protected streams. Removal of sediment from Tibbett’s Brook will be required in order to rehabilitate the walls and culverts. The NYSDEC Freshwater Wetland Map for Westchester County (NYSDEC, October 7, 1987, no revision date) was reviewed to determine if state regulated wetlands exist in the vicinity of the shaft. No wetlands are identified on the NYSDEC Freshwater Wetland map in the vicinity of Shaft No. 18. In April 2004, the shaft site was inspected for regulated wetlands in accordance with the USACOE Wetlands Delineation Manual (1987). Wetlands were identified immediately adjacent to both sides of the stream corridor. These wetlands, which comprise a total of approximately 0.90 acres, primarily consist of emergent vegetation community types dominated by nut sedge (Cyperus esculentus), stinging nettle (Urtica dioica), soft rush (Juncus effusus), sensitive fern (Onoclea sensibilis), smartweeds (Polygonum sp.), and jewelweed (Impatiens capensis). No grading, clearing or filling activities are proposed within wetlands. The National Wetland Inventory (NWI) map for Mount Vernon, New York (USFWS, 1994) has classified the stream corridor and associated wetlands on-site as Riverine, Upper Perennial, Unconsolidated Bottom, and Permanently Flooded (R3UBH). The wetlands are separated from the staging area and access road by the mound created by the Aqueduct at this point. With the exception of the proposed rehabilitation work within Tibbett’s Brook, construction activities would not occur on the western portion of the Aqueduct. No potential significant adverse impacts to the wetlands are anticipated. Protective fencing would be placed around the wetland as appropriate, and a SWPPP would be prepared and implemented throughout

Environmental Assessment Form 5-69 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

construction activities in order to ensure no potential significant adverse impacts from erosion or sedimentation are caused by construction activities. Wildlife Resources The manicured lawn within the proposed staging area is not suitable for State or federally-listed threatened or endangered species, nor is it a significant wildlife resource or natural community. Although wildlife that may utilize the shaft environs and adjacent habitats could be temporarily displaced during construction, the construction schedule is not expected to have a significant adverse impact on wildlife. The non-breeding season is generally from September through May. However, typical species that may occur in the area, such as owls, raptors (hawks), some early migrating songbirds (American Robin), American Crows, Fish Crows, and Blue Jays begin their breeding activities much earlier. Owls and raptors begin breeding as early as February, while others noted above begin in April. Work would cease in the vicinity of any nest/roost found until a NYCDEP Wildlife Biologist is notified and assesses the situation. The NYSDEC Natural Heritage Program and Breeding Bird Atlas Survey were contacted to determine if state- or federal-listed species or significant natural areas occur within the vicinity of the project (Appendix B). The Natural Heritage Program does not identify any known records of rare or state-listed species of natural communities in the immediate vicinity of the project site. The Breeding Bird Atlas Survey identifies the common nighthawk (Chordeiles minor), a designated Species of Special Concern in NYS, as occurring within the general vicinity of Shaft No. 18. The manicured lawn located within the City of Yonkers is not suitable habitat for this species within the project area. However, nighthawks like to nest on flat, gravel surfaces. In order to determine if suitable nesting areas for the nighthawk are present in the area surrounding Shaft No. 18, a Survey for Threatened and Endangered Species and Species of Special Concern was conducted in the spring and summer of 2004. The survey period consisted of five site visits from May 28 to June 24, 2004. The survey results indicated that no threatened, engendered, or special concern species of plants or animals were found during the survey period. Common Nighthawk, which is known to occasionally nest on graveled, flat surfaces that may be present in the area, was not seen on site or in the vicinity of Shaft No. 18. The survey also confirmed that the site does not contain any rare or unusual habitats where threatened or endangered species are often found. The following bird species were identified during the survey: Eastern Kingbird, Warbling Vireo, Red-eyed Vireo, Carolina Wren, American Robin, Northern Mockingbird, Gray Catbird, Starling, Yellow Warbler, Common Yellowthroat, Northern Cardinal, Song Sparrow, Baltimore Oriole, Common Grackle, Red-winged Blackbird, Bronzed Cowbird, and House Sparrow. In a letter dated October 3, 2006, NYSDEC confirmed that the results of the Natural Heritage Program database review and Breeding Bird Atlas survey remain valid. Active bird nests or roosts found to be on the structures or in the zone of construction disturbance are protected under the Migratory Bird Treaty Act and would not be disturbed in any way until the appropriate permit is issued by the United States Fish and Wildlife Service and/or the NYSDEC. The Rock Dove (Columba livia), European Starling (Sturnus vulgaris) and House Sparrow (Passer domesticus) are exempt from the Migratory Bird Treaty Act. All work on structures with active bird nests or roosts would be done between August 1 and March 31 (outside the breeding season). Work would cease in the vicinity of any nest/roost found until a NYCDEP Wildlife Biologist is notified and assesses the situation. The NYS Amphibian and Reptile Atlas Project (NYSDEC, 1990-1999) was contacted to determine if any species of concern have been documented within the general vicinity of the project. No reptile or amphibian species of concern are documented from the Mount Vernon, New York quadrangle map. Best Management Practices (BMPs) To minimize the potential for natural resources impacts, the following BMPs are recommended at Shaft No.18:

June 2007 5-70 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities

• Implement a SWPPP throughout construction activities in order to ensure that potential significant adverse impacts from erosion or sedimentation would not occur. • Install and maintain orange construction fence adjacent to existing trees to remain prior to the start of construction to avoid clearing or construction damage to mature trees. • Institute a mandatory pre-construction field meeting with the contractor and a NYCDEP natural resource specialist prior to the start of construction to review BMPs and monitor construction activities to ensure adherence with BMPs. The proposed work on this site would be carefully planned and executed in order to avoid significant adverse impacts to the site’s natural resources. Upon completion of the proposed improvements, the site would be restored utilizing ecologically suitable native species to restore the site. At that time, trees originally removed for site access and staging would be replaced. Therefore, no significant adverse impact to natural resources would occur as a result of the proposed work. Hazardous Materials In accordance with 12 NYCRR 56 “Asbestos”, and 15 RCNY Part 1, an asbestos survey was conducted during Contract CRO-333 by Boris Feldman of TLI (NYS DOL Asbestos Inspector Certificate No. 95-04291, NYC DEP Asbestos Investigator Certificate No: 99725) to determine if ACM would be affected during the proposed work activities at Shaft No. 18. Laboratory results confirmed the presence of asbestos fibers more than 1% by weight in some suspect building materials of the head house structure, including approximately 1,726 SF of roofing tarpaper and 166 SF of flashing (see Asbestos Inspection and Survey Report for New Croton Aqueduct Rehabilitation Shaft Head Houses, dated January 31, 2006). The survey recommended that all ACM be disposed of in accordance with 12 NYCRR 56 “Asbestos”, and 15 RCNY Part 1. A plan consistent with these regulations will be developed and implemented by the contractor prior to the initiation of work. This plan will become a component of the specifications for the contracted work. NYCDEP commits to implementing proper safety measures during the rehabilitation activities. Since this work will be completed prior to demolition, no significant adverse impacts as a result of ACM are anticipated at these sites.

Solid Waste and Sanitary Services An estimated maximum of 175 tons of sediment is anticipated to be removed from the stream at Shaft No. 18, along with negligible amounts of construction debris from rehabilitation work. Sediment and construction debris would be tested, removed, and disposed of in accordance with all applicable Federal, State, and local laws and regulations. Trucks with a capacity to transport 25 tons of sediment per trip would be used to transport the material from the shaft location to a licensed landfill facility. No potential significant adverse impacts to solid waste and sanitation services are anticipated. Air Quality During the period when work would be done in the tunnel, Shaft No. 18 may be used to control air flow and maintain air quality suitable for workers throughout the tunnel. Depending on the workers’ position in the tunnel, air from within the tunnel would be released at Shaft No. 18. Expelled air may have trace amounts of pollutants from the small equipment used within the tunnel for rehabilitation. However, since air within the tunnel would meet OSHA work standards, pollutant levels in exhaust air are not anticipated to be significant. In addition, the area immediately surrounding the shaft would be inaccessible to the public during this phase. Therefore, no potential significant adverse impacts associated with this exhaust source are anticipated. Noise The shaft site falls within the jurisdiction of Yonkers which has construction noise limits during the daytime period when activity at the shaft site would occur. The City of Yonkers Noise Code specifies

Environmental Assessment Form 5-71 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

a 75 dBA (hourly Leq) at residential and commercial receptors. In addition, the generation of construction noise is prohibited from 6:00 p.m. to 7:00 a.m. on weekdays. Noise sensitive receptors in the vicinity of the access shaft include the residential use (approximately 30 feet away from the edge of the staging area). All approvals, permits, and variances would be secured as necessary prior to the commencement of construction activities. For all work at the site, construction equipment powered by internal combustion engines would be equipped with a properly maintained exhaust muffler. Also, air powered equipment would be fitted with pneumatic exhaust silencers. All equipment used on site would meet the sound level standards mandated in applicable Federal regulations. Noise generated at the access shaft sites would primarily be associated with the movement of material into and out of the tunnel. The greatest noise sources are motorized equipment used in the process. However, the use of noisy equipment would be intermittent, occurring for short periods. Although the noisiest equipment at the shaft site are capable of generating instantaneous maximum noise levels of 77 dBA at the residential use, which is approximately 30 feet from the edge of the shaft site, the hourly Leq noise level is expected to be much less because the duty cycle of equipment is expected to be 10 percent or less, which would put it below the 75 dBA (hourly Leq) limit. Noise generated at this site would be temporary (occurring from October 2008 to September 2009) and intermittent during the construction period. The potential for temporary construction noise impacts would have to be reviewed in coordination with the City of Yonkers for conformance with its applicable construction noise ordinance(s). Although the potential increases in noise levels are likely to be intrusive, they would be intermittent and temporary so that no potential significant adverse impacts from noise are anticipated. 5.3.21 Shaft No. 18¼ The New Croton Aqueduct Shaft No. 18¼ is a below-grade structure in the City of Yonkers, Westchester County, New York. The city owns the 1.4 acre parcel around the shaft. The shaft site is surrounded by Tibbett's Brook Park, located 50 feet across Midland Avenue to the west, and residential land, located over 150 feet to the east. The shaft is situated within an existing chain-link fence on an undeveloped, grassed lot located on Midland Avenue. Proposed Work Previous inspections of Shaft No. 18¼ recommended the following improvements and surface rehabilitation: • Removal and disposal of existing ladder within shaft; • Patching holes in the brick and mortar lining caused by removal of the ladder; • Removal and disposal of shaft beams, planking, cover, and rings • Reconstruction of reinforced concrete arch within chamber; and, • Installation of new cover

Proposed work at Shaft No. 18¼ would require the temporary construction of an approximately 0.05- acre staging area adjacent to the shaft. The staging area would be covered with a temporary compacted, graded gravel surface and geotextile layer to minimize disturbance of the existing ground surface. Access to the shaft would be from Midland Avenue. Shaft No. 18¼ is capped with an iron cover with a diameter of 3 feet surrounded by a chain-linked security fence. Proposed improvements to Shaft No. 18¼ would require removal and storage of the existing steel cover. Once the cover is removed, the shaft opening would be secured with temporary guard railing for reasons of safety and to prevent debris from entering the shaft. A hoist or frame would be positioned over the shaft opening in order to lift and remove the beams and planking. The existing ladder would be detached from the shaft lining in sections at a time and lifted out of the shaft opening. The ladder would be removed and disposed of at an appropriate waste disposal facility.

June 2007 5-72 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities

Any holes in the brick and mortar lining caused by removal of the ladder would be patched with non- shrink grout. Once the shaft improvements are completed, the existing cover would be placed over the shaft opening. Within 15 days of completion of the proposed work, any temporary materials used on-site would be removed from the site. Work at Shaft No. 18¼ would occur for up to three months during the period between September 2008 and May 2009. The peak number of workers per day that would be required is estimated to be ten working in one shift (7:00 a.m. to 6:00 p.m. Monday through Friday). Trucks used to deliver materials are anticipated to be an average of two trucks per day for this limited time period. This site is not a proposed construction access location or ventilation shaft for in-tunnel rehabilitation work. Impact Analysis The following sections describe the potential for environmental effects resulting from the proposed on-site activities at Shaft No. 18¼ for each relevant technical area below. No significant adverse impacts are anticipated as a result of the improvements proposed at this site. Land Use, Zoning, and Public Policy The site is located within an undeveloped, grassed lot along Midland Avenue within the City of Yonkers. The shaft is located within an area that is zoned as residential. The nearest land uses are residential buildings 150 feet to the east and Tibbett's Brook Park located across Midland Avenue approximately 50 feet to the west. During the proposed work, land use on a small area surrounding the shaft would change temporarily in terms of the overall level of activity occurring on-site. Potential impacts of proposed construction activities would be temporary and confined to the site area. The land use nearest the shaft site, Tibbett’s Brook Park located approximately 50 feet to the west, is not anticipated to be significantly impacted as the proposed activity is temporary. The construction activity would be limited to within the existing chain link fence and would not pose a potentially significant adverse impact to the residential land to the east. Upon completion of the work activities, the existing site area would be restored to its pre-construction condition. Historical Resources Architectural Resources Proposed improvements at Shaft No. 18¼ would involve major structural modifications, which would alter the character and appearance of the shaft. Since Shaft No. 18¼ is eligible for listing on the National and State Registers of Historic Places, NYCDEP would coordinate its plans for all proposed rehabilitation work with the NYSOPRHP. Prior to construction, the Secretary of the Interior’s Standards for the Treatment of Historic Properties would be utilized to ensure the retention of the historic character of the structures. By following the recommendations and implementing the requirements of the NYSOPRHP, NYCDEP would ensure that no potential significant adverse impacts to the historic character of the NCA and associated structures occur. Noise The shaft site falls within the jurisdiction of Yonkers which has construction noise limits during the daytime period when activity at the shaft site would occur. The City of Yonkers Noise Code specifies a 75 dBA (hourly Leq) at residential and commercial receptors. In addition, the generation of construction noise is prohibited from 6:00 p.m. to 7:00 a.m. on weekdays. Noise sensitive receptors in the vicinity of the access shaft include the residential use (approximately 150 feet away from the edge of the staging area). In all work at the site, construction equipment powered by internal combustion engines would be equipped with a properly maintained exhaust muffler. Also, air powered equipment would be fitted with pneumatic exhaust silencers. Noise generated at the shaft sites would primarily be associated with the equipment used to remove the existing shaft cover and the crane. The greatest noise sources

Environmental Assessment Form 5-73 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

are motorized equipment used in the process. However, the use of noisy equipment would be intermittent, occurring for short periods. Although the noisiest equipment at the shaft site are capable of generating instantaneous maximum noise levels of 83 dBA at a distance of 50 feet from the shaft, the hourly Leq noise level would be significantly less because the duty cycle of equipment is expected to be 10 percent or less, which would put it below the 75 dBA (hourly Leq) limit. All approvals, permits, and variances would be secured as necessary prior to the commencement of construction activities. The potential for temporary construction noise impacts would have to be reviewed in coordination with the City of Yonkers for conformance with its applicable construction noise ordinance. Although the potential increases in noise levels are likely to be intrusive, they would be intermittent and temporary so that no potential significant adverse impacts from noise are anticipated. 5.3.22 Shaft No. 19 The New Croton Aqueduct Shaft No. 19 is a below-grade structure in the City of Yonkers, Westchester County, New York. The City of New York owns the 0.2 acre parcel of land surrounding the shaft and maintains an easement to Devoe Avenue which is situated within Conor Park. The area surrounding the shaft is generally flat and used for access to the Park which includes tennis courts and additional recreational activities. Residences are located approximately 30 feet away. Access to the shaft is from an existing concrete, pedestrian path from McLean Avenue. Proposed Work Previous inspections of Shaft No. 19 recommended the following proposed improvements: • Removal and disposal of existing ladder within shaft; • Patching holes in the brick and mortar lining caused by removal of the ladder; and, • Minor grouting and leak repairs.

Proposed work at Shaft No. 19 would require the construction, maintenance, and subsequent removal of a staging area, enclosed by security fencing. The area of the staging area would be determined prior to construction and would be minimized to the maximum extent possible to minimize potential impacts to Conor Park. The maximum area required for staging would be 2,000 square feet. Once the staging area is in place, the existing new shaft cover, which was installed in 2005 under Contract CRO-333, would be removed and the shaft opening would be secured with temporary guard railing for reasons of safety and to prevent debris from entering the shaft. Excavation of up to 3 feet depth around the shaft cover may be required to reach the shaft cover and enable its removal. The existing ladder would be detached from the shaft lining in sections at a time and lifted out of the shaft opening. The ladder would be removed and disposed of at an appropriate waste disposal facility. Any holes in the brick and mortar lining caused by removal of the ladder would be patched with non- shrink grout, and minor grout leaks would be repaired. The shaft cover would be replaced over the shaft opening and buried for security purposes upon completion of the work activities. Upon completion of the proposed work, the geotextile and gravel, along with erosion and sediment control measures, would remain installed and maintained until after March 1st, when the seeding season begins. The sediment and erosion control measures would be inspected following every run- off producing rainfall, and in no case, less than once every week. After March 1st, the temporary graded gravel access road, construction/security compound, and all soil/sediment control measures would be removed and the area would be reseeded with ecologically appropriate species consistent with the existing vegetation community in coordination with the City of Yonkers Department of Parks, Recreation and Conservation and a NYCDEP forester. Work at Shaft No. 19 would occur for up to 1 month during the period between September 2008 and May 2009. The peak number of workers per day that would be required is estimated to be ten

June 2007 5-74 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities working in one shift (7:00 a.m. to 6:00 p.m. Monday through Friday). Trucks used to deliver materials are anticipated to be an average of two trucks per day for this limited time period. This site is not a proposed construction access location or ventilation shaft for in-tunnel rehabilitation work. Impact Analysis The following sections describe the potential for environmental effects resulting from the proposed on-site activities at Shaft No. 19 for each relevant technical area below. No significant adverse impacts are anticipated as a result of the improvements proposed at this site.

Environmental Assessment Form 5-75 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

Land Use, Zoning, and Public Policy The shaft is located on a parcel of land at the edge of Conor Park. The area surrounding the shaft is generally flat and used for access to Conor Park, which includes tennis courts and additional recreational activities. Residences are located approximately 30 feet away from the shaft site. During the proposed work, land use on a small area surrounding the shaft would change temporarily in terms of the overall level of activity occurring on-site. Potential impacts of proposed construction activities would be temporary and confined to the site area and areas required for staging access. Upon completion of work, the existing site area would be reinstated to its pre-construction condition. No enduring change in site conditions is anticipated as a result of the temporary construction activity proposed at this site. Open Space The shaft is located within Conor Park in the City of Yonkers. Tennis courts, which are immediately adjacent to the north of the shaft site, and other recreational resources, are available within Conor Park. During the proposed work, land use on a small area surrounding the shaft would change temporarily in terms of the overall level of activity occurring on-site. Potential effects of proposed construction activities would be temporary and confined to the site area (approximately 0.05 acres and 1.6 percent of the total area of Conor Park). The area of the staging area would be reduced to the maximum extent possible to minimize potential impacts to the recreational use of the Park. The proposed work activities would not occur in the summer when use of the Park is expected to be at its greatest. The use of a small portion of the park directly surrounding the shaft is not anticipated to create a potential significant adverse impact on the character of the park or preclude its recreational use since only a small portion would be used for construction. The construction activities would be temporary, lasting up to one month, and therefore no potential significant adverse impacts are anticipated. Historical Resources Architectural Resources Proposed improvements at Shaft No. 19 involve the removal of the existing ladder and patching holes in the brick and mortar lining, which would alter the character of the shaft. Since Shaft No. 19 is eligible for listing on the National and State Registers of Historic Places, NYCDEP would coordinate its plans for all proposed rehabilitation work with the NYSOPRHP. Prior to construction, the Secretary of the Interior’s Standards for the Treatment of Historic Properties would be utilized to ensure the retention of the historic character of the structures. By following the recommendations and implementing the requirements of the NYSOPRHP, NYCDEP would ensure that no potential significant adverse impacts to the historic character of the NCA and associated structures occur. Noise The shaft site falls within the jurisdiction of Yonkers which has construction noise limits during the daytime period when activity at the shaft site would occur. The City of Yonkers Noise Code specifies a 75 dBA (hourly Leq) at residential and commercial receptors. In addition, the generation of construction noise is prohibited from 6:00 p.m. to 7:00 a.m. on weekdays. Noise sensitive receptors in the vicinity of the access shaft include Conor Park (directly adjacent to the staging area). In all work at the site, construction equipment powered by internal combustion engines would be equipped with a properly maintained exhaust muffler. Also, air powered equipment would be fitted with pneumatic exhaust silencers. Noise generated at the shaft sites would primarily be associated with the equipment used to excavate the existing shaft cover and the crane. The greatest noise sources are motorized equipment used in the process. However, the use of noisy equipment would be intermittent, occurring for short periods. Although the noisiest equipment at the shaft site are capable of generating instantaneous maximum noise levels of 83 dBA at a distance of 50 feet, the hourly Leq noise level is expected to be significantly less because the duty cycle of equipment is expected to be 10 percent or less, which would put it below the 75 dBA (hourly Leq) limit. All approvals, permits,

June 2007 5-76 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities

and variances would be secured as necessary prior to the commencement of construction activities. The potential for temporary construction noise impacts would have to be reviewed in coordination with the City of Yonkers for conformance with its applicable construction noise ordinance. Although the potential increases in noise levels are likely to be intrusive, they would be intermittent and temporary so that no potential significant adverse impacts from noise are anticipated. 5.3.23 Shaft No. 19[ The New Croton Aqueduct Shaft No. 19[ is a below-grade structure located within Van Cortlandt Park, in the Borough of the Bronx, New York. Access to the shaft is on New York City Department of Park and Recreation (NYCDPR) property from the Major Deegan Expressway. Van Cortlandt Park is a New York City park, under the jurisdiction of the New York City Department of Parks and Recreation. The immediate area surrounding the site is mature forest. The nearest land use, other than the park immediately surrounding the shaft, is commercial – a gas station located approximately 700 feet to the south of the shaft. Proposed Work Previous inspections of Shaft No. 19[ recommended the following proposed improvements: • Removal and disposal of existing ladder within shaft; • Patching holes in the brick and mortar lining caused by removal of the ladder; • Minor grouting and leak repairs; and • Site restoration, including removal of invasive plants; replanting of trees and shrubs; and removal of temporary construction fencing, graded gravel surface, and geotextile.

Surface rehabilitation and improvements at Shaft No. 19[ would require the construction of a temporary 13-foot-wide, 115-foot-long, graded gravel access road to an existing wood that leads past Gate House No. 1 to the shaft site. The wood trail is typically 10 to 15 feet wide, and the distance between the temporary access road and the shaft site is approximately 300 feet. A staging area enclosed by security fencing would be established around the shaft, with an area of approximately 1,200 square feet, so as to minimize potential impacts to mature trees. The temporary construction access road and staging area would be placed over the same footprint as the one established during Contract CRO-333, and would be covered with a temporary compacted, graded gravel surface and geotextile layer to minimize disturbance of the existing ground surface. The total area of disturbance at the site would be approximately 0.15 acres, including the temporary access road and the staging area surrounding the shaft. The removal of one tree, an American elm (8-inch DBH) would be required for staging. Once the staging area is in place, the existing new concrete shaft cover, which was installed in 2005 during the inspection phase of the project (under Contract CRO-333), would be removed and the shaft opening would be secured with temporary guard railing for safety reasons and to prevent debris from entering the shaft. Minor excavation around the shaft cap may be required to assist in removal of the cap. The existing ladder would be detached from the shaft lining in sections at a time and lifted out of the shaft opening. The ladder would be removed and disposed of at an appropriate waste disposal facility. Any holes in the brick and mortar lining caused by removal of the ladder would be patched with non- shrink grout, and minor grouting of leaks and voids would be repaired. The shaft cover would be replaced over the shaft opening and buried for security purposes upon completion of the work activities. The geotextile and gravel, along with erosion and sediment control measures would remain installed and maintained until after March 1st, when the seeding season begins. The sediment and erosion control measures would be inspected following every run-off producing rainfall, and in no case, less than once every week. After March 1st, the temporary graded gravel access road, construction/security compound, and all soil/sediment control measures would be removed and the

Environmental Assessment Form 5-77 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

area would be reseeded with ecologically appropriate species consistent with the existing vegetation community in coordination with NYCDPR. Work at Shaft No. 19[ would occur for up to three months during the period between September 2008 and September 2009. The peak number of workers per day is estimated to be ten working in one shift (7:00 a.m. to 6:00 p.m. Monday to Friday). Trucks used to deliver materials and remove debris are estimated to be an average of two trucks per day. This site is not a proposed construction access location or ventilation shaft for in-tunnel rehabilitation work. Impact Analysis The following sections describe the potential for environmental effects resulting from the proposed on-site activities at Shaft No. 19[ for each relevant technical area below. No significant adverse impacts are anticipated as a result of the improvements proposed at this site. Land Use, Zoning, Public Policy Potential impacts of proposed construction activities would be temporary (lasting up to three months) and confined to the staging and security area around the shaft and the site access corridor (approximately 0.15 acres in total). Most of the construction equipment and vehicles would be screened visually by existing vegetation on-site. All of the construction activity would be confined to the cleared 1,200 square foot area of the shaft site, the staging area and the access road. The existing forested areas would be preserved to buffer adjacent land uses and maintain the character of the site. No enduring change in site conditions (except for the modification of the vegetation cover on site) is anticipated as a result of the activities proposed at this site. Open Space The construction activities may present a temporary and short-term affect on the aesthetic quality and park-like setting for recreational users of Van Cortlandt Park in the immediate vicinity of the construction area. The total area required for staging and access at the shaft would be approximately 0.15 acres including the 115 foot long access road and the staging area surrounding the shaft. However, Shaft No. 19[ is located approximately 1,600 feet away from Shaft No. 20 and work at this site would be conducted while Shaft No. 20 is being utilized as a construction staging location. During this limited period when both sites are utilized, the total area of disturbance within this part of the park would be about 0.4 acres.3 The wood trail, which is used as a jogging path/park road, is in the vicinity of the Shaft No. 19[. The wood trail typically follows the alignment of the NCA and progresses through Van Cortlandt Park to Shaft No. 19[. The wood trail, which would connect the temporary access road to the Shaft No. 19[ staging area, would be utilized intermittently during the approximately three month work period at the shaft site. However, this would not cause a potential significant adverse impact on the use of Van Cortlandt Park since less than 0.4 acres (much less than one percent of the 1,100 acres within Van Cortlandt Park) would be affected during the three-month period. Closing the trail would not be required due to the light nature of construction, the relatively small number of truck visits per day to the site, and the minimal use of the trail during the winter months when construction is planned. This area has an existing disturbed nature due to its proximity to a major transportation corridor, and the construction activities would be anticipated to add only some short-term disturbance. Construction activity would not occur during the summer months when use of the Park is expected to be greatest. Therefore, temporary (within a 3-month period between approximately February and April 2009) use of limited areas of open space as part of the project is not anticipated to be significant. No enduring

3 The Mosholu Golf Course was selected as the site for the Croton WTP; therefore, the total area within Van Cortlandt Park that would be affected by construction during the proposed project would be approximately 80 acres.

June 2007 5-78 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities

significant adverse impacts to area open spaces are anticipated as a result of the temporary construction activities proposed at Shaft No. 19[. Upon completion of the first construction season, the site would be restored in coordination with the NYCDPR. Historical Resources Architectural Resources Proposed improvements at Shaft No. 19[ involve the removal of the existing ladder and patching holes in the brick and mortar lining, which would alter the character of the shaft. Since Shaft No. 19[ is eligible for listing on the National and State Registers of Historic Places, NYCDEP would coordinate its plans for all proposed rehabilitation work with the NYSOPRHP. Prior to construction, the Secretary of the Interior’s Standards for the Treatment of Historic Properties would be utilized to ensure the retention of the historic character of the structures. By following the recommendations and implementing the requirements of the NYSOPRHP, NYCDEP would ensure that no potential significant adverse impacts to the historic character of the NCA and associated structures occur. Natural Resources Shaft No. 19[ is located in Van Cortlandt Park, approximately 475 feet north of the Major Deegan Expressway. Proposed improvements at Shaft No. 19[ would require the construction, maintenance, and subsequent removal of a graded gravel access road from the expressway to an existing 10- to 15- foot-wide wood trail that leads to the staging area for the shaft site. The access road would be established over an existing drainage culvert. Removal of trees would not be required for the access road. Shaft No. 19[ is located within a landscape of predominantly mature Oak-Hickory forest. There is a small, approximately 30 feet by 40 feet forest clearing surrounding the shaft. Slopes are predominantly level leading to and surrounding the shaft. The mature trees adjacent to the shaft would be avoided. However, if trimming of mature trees is necessary for vertical clearance, tree limb removals would be conducted by a certified arborist at the appropriate time. Vegetation Shaft No. 19[ lies within an Oak-hickory forest community dominated by black oak (Quercus velutina), red oak (Quercus rubra), Bitternut Hickory (Carya cordiformis), black cherry (Prunus serotina), American elm (Ulmus americana) and Sycamore (Acer pseudo-platanus). Other trees include white ash (Fraxinus americana), black walnut (Juglans nigra), Tulip tree (Liroidendron tulipifera), and Norway maple (Acer platanoides). The shrub and herbaceous communities include tartarian honeysuckle (Lonicera tatarica), multiflora rose (Rosa multiflora), Canadian goldenrod (Solidago canadensis), bittersweet (Celastrus orbiculatus), red raspberry (Rubus idaeus), ragweed (Ambrosia artemisiifolia), garlic mustard (Alliaria petiolata), and Virginia creeper (Vitaceae Parthenocissus quinquefolia). The access road within Van Cortlandt Park is lined with mature black oak, red oak, white ash, American elm and sycamore. Trimming of these mature trees to allow vertical clearance would be required. All tree limb removals would be conducted by a certified arborist at the appropriate time. A Class I American elm tree (8-inch DBH) would need to be removed for construction of the access road. A tree removal and replacement plan would be developed in consultation with NYCDPR. Given the amount of vegetation surrounding the shaft site, the loss of one tree is not anticipated to pose a potential significant adverse impact on natural resources. Trees located in close proximity to the staging areas and access road would be monitored periodically during this proposed project and at a minimum of six months following cessation of all work related to either of these two projects in order to identify any trees that may have been weakened by adjacent construction activities. If certain trees are identified as damaged or dying, the stressed trees would be removed and replaced for a period of 18 months following cessation of all work. Wetlands and Water Resources The NYSDEC Freshwater Wetland Map for Bronx County (NYSDEC, October 7, 1987, no revision date) was reviewed to determine if state regulated wetlands exist in the vicinity of the shaft. No state

Environmental Assessment Form 5-79 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

regulated wetlands are identified on the NYSDEC Freshwater Wetland map in the vicinity of Shaft No. 19[. In April 2004, the project area was field inspected to determine if regulated wetlands occur in the vicinity of the shaft and access road. A determination was made in accordance with the USACOE Wetlands Delineation Manual (1987). A small (less than 1 acre) deciduous forested wetland was identified approximately 50 feet to the north of Shaft No. 19[. This forested wetland consisted of an open canopy dominated by red maple (Acer rubrum) and green ash (Fraxinus pennsylvanica) with an understory primarily consisting of jewelweed (Impatiens capensis) and wineberrry (Rubus phoenicolasius). The wetland is located approximately 20 feet outside of the proposed staging area, which would be established within a small, 30 foot by 40 foot forest clearing surrounding the shaft. Protective fencing would be placed around the wetland to avoid any potential impacts during construction. Proposed construction activities would not require placement of fill or clearing of vegetation within the wetland. There are no streams located in the vicinity of the shaft. The site drains to the east toward Tibbett’s Brook located approximately 1,500 feet to the east. No potential significant adverse impacts to wetlands or water resources are anticipated. Wildlife Resources The forested habitat surrounding the shaft consists of high quality wildlife habitat dominated by mature upland forest. It would be expected to support a high diversity of plant and animal species. Typical wildlife species that may occur within the vicinity of Shaft No. 19[ are included in Table 5-5. Although wildlife that may utilize the forested habitat could be temporarily displaced during construction, the construction schedule is limited to the non-breeding season from September through April and is not expected to have a potential significant adverse impact on wildlife. However, owls, raptors (hawks), some early migrating songbirds (American Robin), and other birds such as American Crows, Fish Crows, Blue Jays begin their breeding activities much earlier. Owls and raptors begin breeding as early as February while others noted above begin in April. Work would cease in the vicinity of any nest/roost found until a NYCDEP Wildlife Biologist is notified and assesses the situation. The NYSDEC Natural Heritage Program and NYSDEC Breeding Bird Atlas Survey were contacted to determine if state or federal listed species or significant natural areas occur within the vicinity of the project (Appendix B). Eighteen state listed/regulated plant species were identified as historically (1893-1938 occurring in the vicinity of Shaft No. 19[, including: woodland agremony (Agrimonia rostellata) (State Threatened), glaucous sedge (Carex glaucodea) (State Endangered), marsh straw sedge (Carex hormathodes) (State Threatened), Schweinitz’ sedge (Carex schweinizii) (State Threatened), bent sedge (Carex styloflera)(State Endangered), yellow flatsedge (Cyperus flavescens)(State Endangered), hop sedge (Cyperus lupulinus var. lupulinus), little-leaf tick-trefoil (Desmodium ciliare)(State Threatened), stiff tick-trefoil (Desmodium obtusum) (State Endangered), Carolina cranesbill (Geranium carolinianum var. sphuerospermum) (State Threatened), rough avens (Geum virginianum) (State Endangered), field beadgrass (Paspalum laeve) (State Endangered), swamp lousewort (Pedicularis lanceolata)(State Threatened), opelousa smartweed (Polygonum hydropiperoides var. opelousamum) (State Threatened), hyssop-skullcap (Scutellaria integrifolia)(State Endangered), prairie wedgegrass (Sphenopholis obtusata var. obtusata)(State Endangered), swamp oats (Sphenopholis pensylvanica)(Satate Endangered) and Virginia three-seeded mercury (Acalypha virginica var. virginica)(State Endangered). The project would limit clearing and grading activities to areas previously disturbed during the original construction of the Aqueduct (i.e. former shaft construction site and existing woodland trail) to ensure potential significant adverse impacts to these species do not occur. In a letter dated October 3, 2006, NYSDEC confirmed that the results of the Natural Heritage Program database review and Breeding Bird Atlas survey remain valid.

June 2007 5-80 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities

TABLE 5-5 TYPICAL WILDLIFE SPECIES POTENTIALLY OCCURRING IN THE VICINITY OF SHAFT NO. 19[ Common Name Scientific Name Common Name Scientific Name Birds Reptiles/Amphibians Sharp-shinned Hawk Accipiter striatus Dusky Salamander Desmognathus fuscus Broad-winged Hawk Buteo platypterus Eastern Newt Notophthalmus viridescens American Woodcock Scolopax minor Four-toed Salamander Hemidactylium scutatum Yellow-billed Cuckoo Coccyzus americanus Two-lined Salamander Eurycea bislineata Eastern Screech-Owl Otus asio Red-backed Salamander Plethodon cinereus Great Horned Owl Bubo virginianus Slimy Salamander Plethodon glutinosus Downy Woodpecker Picoides pubescens Common Gray Treefrog Hyla versicolor Hairy Woodpecker Picoides villosus Pickerel Frog Rana palustris Northern Flicker Colaptes auratus Wood Frog Rana sylvatica Eastern Wood-Pewee Contopus virens Eastern Box Turtle Terrapene carolina Red-eyed Vireo Vireo olivaceus Five-lined Skink Eumeces fasciatus Blue Jay Cyanocitta cristata Brown Snake Storeria dekayi American Crow Corvus brachyrhynchos Common Garter Snake Thamnophis sirtalis Black-capped Chickadee Poecile (Parus) atricapillus Eastern Hognose Snake Heterodon platyrhinos Tufted Titmouse Baeolophus (Parus) bicolor Eastern Ribbon Snake Thamnophis sauritus White-breasted Nuthatch Sitta carolinensis Milk Snake Lampropeltis triangulum Brown Creeper Certhia americana Racer Coluber constrictor Wood Thrush Catharus mustelinus Rat Snake Elaphe obsoleta Yellow Warbler Dendroica petechia Red-bellied Snake Storeria occipitomaculata Yellow-rumped (Myrtle) Warbler Dendroica coronata Ringneck Snake Diadophis punctatus Black-throated Green Warbler Dendroica virens Worm Snake Carphophis amoenus Black-and-white Warbler Mniotilta varia Ovenbird Seiurus aurocapillus Common Yellowthroat Geothlypis trichas Yellow-breasted Chat Icteria virens Eastern (Rufous-sided) Towhee Pipilo erythrophthalmus White-throated Sparrow Zonotrichia albicollis Northern Cardinal Cardinalis cardinalis Rose-breasted Grosbeak Pheucticus ludovicianus Brown-headed Cowbird Molothrus ater Baltimore Oriole Icterus galbula Red-bellied Woodpecker Melanerpes carolinusv Warbling Vireo Vireo gilvus American Robin Turdus migratorius Gray Catbird Dumetella carolinensis Starling Sturnus vulgaris Chestnut-sided Warbler Dendroica pensylvanica Magnolia Warbler Dendroica magnolia Prairie Warbler Dendroica discolor American Redstart Setophaga ruticilla Scarlet Tanager Piranga olivacea Song Sparrow Melospiza melodia Indigo Bunting Passerina cyanea Common Grackle Quiscalus quiscula American Goldfinch Carduelis tristis House Sparrow Passer domesticus

Environmental Assessment Form 5-81 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

Mammals Coyote Canis latrans Virginia Opossum Didelphis virginiana Northern Short-tailed Shrew Blarina brevicauda Eastern Mole Scalopus aquaticus Bats Family Vespertilionidae Grey Squirrel Sciurus carolinensis White-Footed Mouse Peromyscus leucopus Flying Squirrel Glaucomys sp Red Fox Vulpes vulpes Raccoon Procyon lotor Striped Skunk Mephitis mephitis White-tailed Deer Odocoileus virginianus Sources: 1. Martin, A.C., H.S. Zim, and A.L. Nelson. 1951. American Wildlife and Plants, A Guide to Wildlife Food Habits. Dover Publications, Inc. NY. 2. Behler, J. and F. King. 1997. The Audubon Field Guide to North American Reptiles and Amphibians. Alfred A. Knopf. New York, New York. 3. Andrle, R.F. and J.R. Carrol, ed. 1988. The Atlas of Breeding Birds in New York State. Cornell University Press. Ithaca, New York. 4. Westchester County Department of Planning. 1987. The Wildlife Resources of Westchester County. Westchester County Department of Planning - May. Division of Housing and Community Development. White Plains, New York.

In addition, there is a significant Oak-Tulip Tree Forest natural community that occurs in the vicinity of Shaft No. 19[. The community is located approximately 100 feet to the north of the shaft. Shaft No. 19[ is located to the south of and beyond the limits of this natural community and therefore disturbance to this community would not occur. The Breeding Bird Atlas Survey also has records for the black-crowned night heron (Nycticorax nycticorax) (S3), glossy ibis (Plegadis falcinellus) (S2), and gadwall (Abas strepera) (S3) in the general vicinity of Shaft No. 19[. These species have a natural heritage rank of S2 indicating a conservation concern due to regional rarity or declining populations. There is no suitable habitat for these species within the project area. The Breeding Bird Atlas Survey also identifies the common nighthawk (Chordeiles minor), a designated Species of Special Concern in NYS, as occurring within the general vicinity of Shaft No. 19[. Given the limited construction activities and seasonal duration of proposed work, this species would not be adversely affected. Active bird nests or roosts found to be on the structures or in the zone of construction disturbance are protected under the Migratory Bird Treaty Act and are not to be disturbed in any way until the appropriate permit is issued by the United States Fish and Wildlife Service and/or the NYSDEC. The Rock Dove (Columba livia), European Starling (Sturnus vulgaris) and House Sparrow (Passer domesticus) are exempt from the Migratory Bird Treaty Act. All work on structures with active bird nests or roosts would be done between August 1 and March 31 (outside the breeding season). Work would cease in the vicinity of any nest/roost found until a NYCDEP Wildlife Biologist is notified and assesses the situation. The NYS Amphibian and Reptile Atlas Project (NYSDEC, 1990-1999) was contacted to determine if any species of concern have been documented within the general vicinity of the project. One Species of Special Concern in NYS is known to occur from the Yonkers, New York Quadrangle: the eastern box turtle (Terrapene carolina). The box turtle would be expected to be found in the forests of Van Cortlandt Park, however, they would likely not be significantly affected due to the timing and limited period of construction. In order to confirm the presence/absence of species of concern in the area surrounding Shaft No. 19[, a Survey for Threatened and Endangered Species and Species of Special Concern was conducted in the spring and summer of 2004, consisting of twelve site visits from May 28 to September 10, 2004 (see Appendix B). The survey results indicated that no threatened, engendered, or special concern

June 2007 5-82 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities

species of plants or animals were found during the survey period. The site reportedly has good habitat for Eastern Box Turtle, but none were encountered during the survey period. Carolina Cranesbill (Geranium carolinianum sphuerospermum, State Threatened) occurs in dry, sandy soil and waste areas, some of which is present at the site; however no individuals of this species were found. The habitat of Rough Avens (Geum virginainum, State Endangered) is in moist wooded uplands, which characterizes most of the site area; however, no plants of this species were found during the survey period. Although the site contained some habitat for Swamp Lousewort (Pedicularis lanceolata, State Endangered), which grows in swamps and wet woods, no Lousewort was seen during the survey period. The habitats of the Hyssop-leaved Skullcap (Scutellaria integrifolia, State Endangered), which include dry fields and open woods, were not found during the survey period, nor was the species. Habitat for Virgina Three-seeded Merciry (Acalypha virginica, State Endangered) was not found during the survey period, nor were individuals of the species. The habitat of Woodland Agrimpny (Agrimonia rostellata, State Endangered) is contained in the site area, however, no individuals of this species were found during the survey period. The habitats of Little-leaf Tick- Trefoil (Desmodium cileare, State Threatened) and Stiff Tick-Trefoil (Desmodium obtusum, State Endangered) are not present in the site area, and as such, no individuals were found during the survey period. Opelousa smartweed (Polygonum hydropiperoides opelousanum, State Endangered) is found in a variety of habitats, one of which (wet soil) is present in the site area; however, no individuals of this subspecies were seen during the survey period. The habitats of Glaucous Sedge, Marsh Straw Sedge, and Schweinitz’s Sedge are not present in this area of Van Cortlandt Park, and no individuals of these species were found during the survey period. Some of the preferred habitat of Bent Sedge (damp woods) and Yellow Flatsedge (damp soil) is present in the site area, however, no members of these species were found during the survey period. The preferred habitat of Hop Sedge (dry woods and fields) is not present in the site area, and therefore, no individuals were found during the survey period. Some habitat of the grass Swamp Oats (wet woods) is present in the site area, although the species was not found during the survey period. None of the preferred habitats of Prarie Wedgegrass and Field Bedgrass exist in the site area, and the species were not found. The following bird species were identified during the survey: Downey Woodpecker, Red-bellied Woodpecker, Warbling Vireo, Red-eyed Vireo, Blue Jay, Tufted Titmouse, White-breasted Nuthatch, Wood Thrush, American Robin, Gray Catbird, Brown Thrasher, Starling, Cedar Waxwing, Yellow Warbler, Chestnut-sided Warbler, Magnolia Warbler, Prarie Warbler, American Restart, Common Yellowthroat, Scarlet Tanager, Eastern Towhee, Song Sparrow, Northern Cardinal, Rose-breasted Grosbeak, Indigo Bunting, Baltimore Oriole, Common Grackle, Bronzed Cowbird, American Goldfinch, and House Sparrow. Best Management Practices To minimize the potential for natural resources impacts, the following BMPs are recommended at Shaft No. 19[: • Implement a SWPPP throughout construction activities in order to ensure that potential significant adverse impacts from erosion or sedimentation would not occur. • Install and maintain silt fence along the north and west side of construction area at the shaft to avoid clearing of existing woody vegetation adjacent to wetlands. • Institute a mandatory pre-construction field meeting with contractor and NYCDEP natural resource specialist prior to the start of construction to review BMPs and monitor construction activities to ensure adherence with BMPs. No enduring potential significant adverse impacts to area open spaces or natural resources are anticipated as a result of the temporary construction activities proposed at Shaft No. 19[. Upon

Environmental Assessment Form 5-83 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

completion of the proposed work, the restoration of this area would be conducted in consultation with NYCDPR using ecologically suitable vegetation. 5.3.24 Shaft No. 20 Shaft No. 20 is located within Van Cortlandt Park, in the Borough of the Bronx, New York. Shaft No. 20 is entirely below grade, represented on the surface by a circular, concrete pad. Shaft No. 20 is situated within the Alan Shandler Recreation Area and lies within a generally flat, grassed area. The area surrounding the Shaft includes asphalt , a parking lot and a baseball diamond. The City of New York currently has jurisdiction over the shaft site. The site is surrounded by Van Cortlandt Park and the Major Deegan Expressway. Proposed Work Previous inspections of Shaft No. 20 recommended the following proposed improvements:

• Removal of corroded interior surface of cast iron lining; and, • Repair of interior cast iron lining with epoxy mortar.

In addition to the shaft improvements, Shaft No. 20 may be used as a construction staging location and access shaft to the Aqueduct to perform the rehabilitation of the Bronx Pressurized Section of the Aqueduct. The site would serve as a main access location for personnel into the Aqueduct to perform rehabilitation of the Aqueduct below.

Access to the shaft would be from the construction of a temporary 13-foot-wide, 145-foot-long, gravel access road leading from an adjacent parking lot to the staging area surrounding the shaft. The temporary construction access road and staging area would be placed over the same footprint as the one established during Contract CRO-333, and would be covered with compacted, graded gravel and a geotextile layer to minimize disturbance of the existing ground surface. The total area utilized for the staging area and access road would be approximately 0.25 acres. The construction staging area and access road are proposed to remain throughout the duration of the in-tunnel rehabilitation of the Bronx pressurized portion of the NCA (anticipated to begin in September 2008 and continue to September 2009). Stationary equipment at the shaft site would include a 20-ton mobile crane, office trailers, and a change facility equipped with lockers and toilets.

Once the staging area is in place, the existing shaft cover would be removed and the shaft opening would be secured with temporary guard railing for reasons of safety and to prevent debris from entering the shaft. Excavation of up to 3 feet around the shaft cap may be required to reach the shaft cover and enable its removal. The corroded interior surface of the cast iron lining would be removed by scaling, and the interior lining would be coated with epoxy mortar. Upon completion of the shaft improvements, the shaft cover would be placed over the shaft opening and buried for security purposes. Upon completion of proposed work at Shaft No. 20, the construction staging equipment and the temporary construction fencing would be removed, and the site would be restored to pre-construction condition by utilizing ecologically suitable native species to restore the site. At that time, a tree removal and replacement plan that was developed during Contract CRO-333 would be implemented to replace the trees removed for site access and staging. The future restoration of the site would be coordinated with the New York City Department of Parks and Recreation. The replanting would occur after the next seeding season begins.. NYCDEP would coordinate with NYCDPR to restore the site as part of this project. If Shaft No. 20 is used as a construction staging and access location for the in-tunnel rehabilitation, it would be a major activity center, and construction activity at this site would occur for the entire duration of the Aqueduct rehabilitation from September 2008 to September 2009. The peak daily

June 2007 5-84 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities

number of workers on-site and entering the Aqueduct to perform inspection daily is estimated to be 25 working in one shift (7:00 a.m. to 6:00 p.m.). Trucks used to deliver materials and remove debris are estimated to be an average of five trucks per day. This site is not a proposed ventilation shaft for in-tunnel rehabilitation work. Impact Analysis The following sections describe the potential for environmental effects resulting from the proposed on-site activities at Shaft No. 20 for each relevant technical area below. No significant adverse impacts are anticipated as a result of the improvements proposed at this site. Land Use, Zoning, and Public Policy The site is located within the Alan Shandler Recreation Area at Van Cortlandt Park and lies within a generally flat, grassed area. The area surrounding the shaft includes asphalt hiking trails, a parking lot, and a baseball diamond. The City of New York currently has jurisdiction over the shaft site. The site is surrounded by Van Cortlandt Park and the Major Deegan Expressway. During the proposed work, land use on a small area surrounding the shaft would change temporarily in terms of the overall level of activity occurring on-site. Potential impacts of proposed construction activities would be temporary and confined to the site area. However, work at this site could interfere with athletic activities involving the baseball diamond since the staging area and access road would remain in place during baseball season. However, there are 18 baseball fields in Van Cortlandt Park, two of which are located directly across the parking lot from the shaft site that would not be affected by the proposed activities at Shaft No. 20. Therefore, no significant adverse impacts to land use are anticipated. Upon completion of the work activities, the existing site area would be restored to its pre-construction condition. Open Space The construction activities may present a temporary and short-term affect on the aesthetic quality and park-like setting for recreational users of Van Cortlandt Park in the immediate vicinity of the construction area. There is a wood trail that is used as a jogging path/park road located approximately 45 feet from the edge of the staging area that currently runs north-south between Shaft No. 20 and the Major Deegan Expressway. The proposed construction access road to Shaft No. 20 would not cross this jogging path/park road. Additionally, the staging area lies on the outer edges of a baseball diamond. A small portion, up to 20 feet, of the staging area and security fencing surrounding the shaft would likely encroach upon the baseball-playing surface, since the shaft is located in the baseball field’s right field. The NYCDPR closes all baseball diamonds on September 1st and does not open them until April 12th the following year. The scheduled work at this site could interfere with athletic activities involving the baseball diamond since the staging area and access road would remain throughout the duration of the in-tunnel rehabilitation of the Bronx pressurized portion of the NCA, which is anticipated to begin September 2008 and continue to September 2009. However, there are 18 baseball fields in Van Cortlandt Park, two of which are located directly across the parking lot from the shaft site that would not be affected by the proposed activities at Shaft No. 20. Shaft No. 19[ is located approximately 0.3 miles away from Shaft No. 20 and is also proposed as a work location as part of this project. Work at Shaft No. 19[ would require a staging area of approximately 0.15 acres and work would be conducted for up to a 3 month period at that site. During the three month period when both of the shafts are being accessed for the proposed action, the maximum area of utilized for construction in Van Cortlandt Park would equal 0.40 acres. 4

4 The Mosholu Golf Course was selected as the site for the Croton WTP, and therefore the total area affected by construction within Van Cortlandt Park during the proposed project would be approximately 80 acres.

Environmental Assessment Form 5-85 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

Construction activities would be anticipated to add some short-term disturbance to persons using this portion of the park. However, only approximately 0.25 acres (much less than one percent of the 1,100 acres within Van Cortlandt Park) would be removed from public use at this site during the project from September 2008 to September 2009. (A maximum of 0.4 acres would be removed for a 3 month period as discussed above.) This temporary modification to the small area directly surrounding the Shaft No. 20 is not anticipated to create a potential significant adverse impact on the character of the park or preclude its recreational use since only a small portion would be used for temporary construction staging and access. While the temporary staging area and access road would remain in place throughout the duration of the in-tunnel work (September 2008 to September 2009), use of the limited area of open space is not anticipated to be a potential significant adverse impact on the park. No enduring potential significant adverse impacts to area open spaces are anticipated as a result of the temporary construction activities proposed at Shaft No 20. Historical Resources Architectural Resources Proposed improvements at Shaft No. 20 would include minor alterations to the below-grade structure, which would alter the character of the shaft. Since the shaft is eligible for listing on the National and State Registers of Historic Places, NYCDEP would implement all necessary procedures in consultation with the NYSOPRHP to ensure that no potential significant adverse impacts to historical resources occur as a result of the proposed work. Prior to construction, the Secretary of the Interior’s Standards for the Treatment of Historic Properties would be utilized to ensure the retention of the historic character of the structure. By following the recommendations and implementing the requirements of the NYSOPRHP, NYCDEP would ensure that no potential significant adverse impacts to the historic character of the NCA and associated structures occur. Natural Resources Shaft No. 20 is located within a maintained lawn of Van Cortlandt Park adjacent to the Allen Shandler Recreational Area. The area surrounding the shaft is typically manicured grass. Vegetation The proposed access road and shaft area would be located in a grass covered field. Along the perimeter of the recreation field are mature black oaks and black willows. Trees located in close proximity to the staging areas and access roads would be monitored periodically during this proposed project and at a minimum of six months following cessation of all work related to the project in order to identify any trees that may have been weakened by adjacent construction activities. If certain trees are identified as damaged or dying, the stressed trees would be removed and replaced. Wetlands and Water Resources In April 2004, the shaft site was inspected for regulated wetlands in accordance with the USACOE Wetlands Delineation Manual (1987). No wetlands were identified adjacent to the shaft or within the proposed staging area or temporary access road. An emergent wetland swale (less than 1 acre) leading to a small pond is located approximately 200 feet to the southeast but would not be affected by proposed construction activities. Protective fencing would be used during construction to protect the wetlands. Additionally, a SWPPP would be implemented to ensure no potential significant adverse impacts occur from erosion during construction. Wildlife Resources The shaft is located within a manicured field adjacent to recreational fields. No potential significant adverse impacts to wildlife resources are anticipated. The NYSDEC Natural Heritage Program and Breeding Bird Atlas Survey was contacted to determine if state or federal listed species or significant natural areas occur within the vicinity of the project (Appendix B). Eighteen state listed/regulated plant species were identified as historically (1893- 1938) occurring in the vicinity of Shaft No. 20, including: woodland agremony (Agrimonia

June 2007 5-86 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities

rostellata) (State Threatened), glaucous sedge (Carex glaucodea) (State Endangered), marsh straw sedge (Carex hormathodes) (State Threatened), Schweinitz’ sedge (Carex schweinizii) (State Threatened), bent sedge (Carex styloflera) (State Endangered), yellow flatsedge (Cyperus flavescens) (State Endangered), hop sedge (Cyperus lupulinus var. lupulinus), little-leaf tick-trefoil (Desmodium ciliare) (State Threatened), stiff tick-trefoil (Desmodium obtusum) (State Endangered), Carolina cranesbill (Geranium carolinianum var. sphuerospermum) (State Threatened), rough avens (Geum virginianum) (State Endangered), field beadgrass (Paspalum laeve) (State Endangered), swamp lousewort (Pedicularis lanceolata) (State Threatened), opelousa smartweed (Polygonum hydropiperoides var. opelousamum) (State Threatened), hyssop-skullcap (Scutellaria integrifolia) (State Endangered), prairie wedgegrass (Sphenopholis obtusata var. obtusata) (State Endangered), swamp oats (Sphenopholis pensylvanica) (State Endangered), Jacob’s Ladder (Smilax pulverulenta) (State Endangered), and Virginia three-seeded mercury (Acalypha virginica var. virginica) (State Endangered). The project area is predominantly maintained turf grasses and would not be expected to support species of concern within the proposed work area. Since the shaft is located within a developed, manicured lawn, there is no suitable habitat within the project area for these species. A preliminary field inspection to determine the presence/absence of suitable habitat for threatened endangered species or Species of Concern was conducted in April 2004. No species of concern were identified within the project limits. In addition, there is a significant Oak-Tulip Tree Forest natural community that occurs in the vicinity of Shaft No. 20. This natural community is found within the forested areas between the shaft and Jerome Avenue and would not be affected by the proposed work at Shaft No. 20. In a letter dated October 3, 2006, NYSDEC confirmed that the results of the Natural Heritage Program database review and Breeding Bird Atlas survey remain valid. The Breeding Bird Atlas Survey also has records for the black-crowned night heron (Nycticorax nycticorax) (S3), glossy ibis (Plegadis falcinellus) (S2), and gadwall (Abas strepera) (S3) in the general vicinity of Shaft No. 20. These species have a natural heritage rank of S2 indicating a conservation concern due to regional rarity or declining populations. There is no suitable habitat for these species within the project area. The Breeding Bird Atlas Survey also identifies the common nighthawk (Chordeiles minor), a designated Species of Special Concern in NYS, as occurring within the general vicinity of Shaft No. 20. There is no suitable habitat for this species within the project area. Active bird nests or roosts found to be on the structures or in the zone of construction disturbance are protected under the Migratory Bird Treaty Act and would not be disturbed in any way until the appropriate permit is issued by the United States Fish and Wildlife Service and/or the NYSDEC. The Rock Dove (Columba livia), European Starling (Sturnus vulgaris) and House Sparrow (Passer domesticus) are exempt from the Migratory Bird Treaty Act. All work on structures with active bird nests or roosts would be done between August 1 and March 31 (outside the breeding season). Work would cease in the vicinity of any nest/roost found until a NYCDEP Wildlife Biologist is notified and assesses the situation. In order to confirm the presence/absence of species of concern in the area surrounding Shaft No. 20, a Survey for Threatened and Endangered Species and Species of Special Concern was conducted in the spring and summer of 2004, consisting of twelve site visits from May 28 to September 10, 2004. The survey results indicated that no threatened, engendered, or special concern species of plants or animals were found during the survey period. The nearby wooded areas could support Eastern Box Turtle, and animals could utilize the mowed fields for foraging, none were found during the survey period. There is some limited habitat for Carolina Cranesbill (Geranium carolinianum sphuerospermum, State Threatened); however no individuals of this species were found. Rough Avens (Geum virginainum, State Endangered) prefers moist wooded uplands, which is present several hundred feet away from the shaft area; however, no individuals were found within the site area. Although some habitat for Swamp Lousewort (Pedicularis lanceolata, State Endangered), which grows in swamps and wet woods, occurs several hundred feet away to the south of the shaft area, no

Environmental Assessment Form 5-87 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

plants of this species was seen during the survey period. The habitat of the Hyssop-leaved Skullcap (Scutellaria integrifolia, State Endangered), which includes dry fields and open woods, is found in the site area, however, no plants of this species were located during the survey period (regular mowing and heavy foot traffic would not be favorable conditions for the skullcap). Some of the habitat of Virginia Three-seeded Merciry (Acalypha virginica, State Endangered) is present in the shaft are and nearby, however, no individuals of this species were found. The habitat of Woodland Agrimony (Agrimonia rostellata, State Endangered) is located several hundred feet away from the shaft area, however, no individuals of this species were found during the survey period. There is a small was a small amount of dry, bare soil in the site area, which is preferred habitat of Little-leaf Tick-Trefoil (Desmodium cileare, State Threatened); however, no individuals were found during the survey period (mowing and heavy foot traffic would not be favorable conditions for this species). Habitat of Stiff Tick-Trefoil (Desmodium obtusum, State Endangered) is not present in the site area, and, as such, no individuals were found during the survey period. Opelousa smartweed (Polygonum hydropiperoides opelousanum, State Endangered) is found in a variety of habitats, several of which (wet soil, shallow water, and marshes) are present in the site area; however, no individuals of this subspecies were seen during the survey period. The habitat of Glaucous Sedge is not present in this area of Van Cortlandt Park, and no individuals of this species were found during the survey period. A limited amount of swampy habitat, in which Marsh Straw Sedge occurs, was located several hundred feet south of the shaft, however, no individuals of this species were found. Although the habitat of Schweinitz’s Sedge (cool, shady streambanks) does not occur in near the shaft, there is a small wetland system located several hundred feet to the south of the shaft; however, no individuals of the sedge were found. Some of the preferred habitat of Bent Sedge (damp woods) and Yellow Flatsedge (damp soil) is located several hundred feet away from the shaft, no members of these species were found during the survey period. Although the preferred habitat of Hop Sedge (dry woods and fields) is present in the site area, no individuals were found during the survey period. Some habitat of the grass Swamp Oats (wet woods) is located a few hundred feet away from the shaft area; however, the species was not found during the survey period. Prarie Wedgegrass prefers wetland habitats, and a limited amount of this habitat is located a few hundred feet away from the shaft area, however this species was not found. The habitat of Field Bedgrass is not present in this area of Van Cortlandt Park, and the species were not found during the survey period. The following bird species were identified during the survey: Downey Woodpecker, Red-bellied Woodpecker, Warbling Vireo, Red-eyed Vireo, Blue Jay, White-breasted Nuthatch, Wood Thrush, American Robin, Gray Catbird, Brown Thrasher, Starling, Cedar Waxwing, Yellow Warbler, Magnolia Warbler, American Restart, Eastern Towhee, Song Sparrow, Northern Cardinal, Indigo Bunting, Baltimore Oriole, Common Grackle, Bronzed Cowbird, American Goldfinch, Chipping Sparrow, American Crow, Carolina Wren, Red-winged Blackbird, Rock Dove, Black-capped Chickadee, Eastern Flicker, House Sparrow, Mourning Dove, Herring Gull, Alder Flycatcher, Blue- gray Gnatcatcher, Olive-sided Flycatcher, and Red-tailed Hawk. Best Management Practices (BMPs) The following BMPs are recommended to protect the natural resources of Van Cortlandt Park: • Implement a SWPPP throughout construction activities in order to ensure that potential significant adverse impacts from erosion or sedimentation would not occur. • Install and maintain orange construction fencing to limit grading activities associated with access road to protect mature trees to remain. Institute a mandatory pre-construction field meeting with the contractor and a NYCDEP natural resource specialist prior to the start of construction to review BMPs and monitor construction activities to ensure adherence with BMPs.

June 2007 5-88 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities

Following completion of work at the shaft, the geotextile and gravel would be removed and the access road and staging area construction would be replanted with ecologically suitable grass mix in coordination with NYCDPR. At that time, NYCDEP would coordinate with the NYCDPR to develop a tree replacement plan for the trees removed to facilitate NYCDEP’s activities. Construction at this site would be carefully planned and executed to minimize potential significant adverse impacts on the natural resources of the site. The future restoration of the site would be coordinated with the NYCDPR. No potential significant adverse impacts to the area’s natural resources would occur as part of the proposed action at Shaft No. 20. Noise The Shaft No. 20 site is located within Van Cortlandt Park in the Bronx, and is within the jurisdiction of the City of New York. The City prohibits construction activity from 6:00 p.m. to 7:00 a.m. on weekdays and from 4:00 p.m. and 10:00 a.m. on weekends unless a variance is obtained. Construction beyond normal working hours is subject to certain conditions and restrictions. Construction activity for the proposed action would occur on weekdays between 7:00 a.m. and 6:00 p.m. All approvals, permits, and variances would be secured as necessary prior to the commencement of construction activities. In all work at the site, construction equipment powered by internal combustion engines would be equipped with a properly maintained exhaust muffler. Also, air powered equipment would be fitted with pneumatic exhaust silencers. All equipment used on site would meet the sound level standards mandated in the City’s noise code and applicable federal regulations. Noise generated at the access shaft site would primarily be associated with the movement of personnel into and out of the tunnel. The greatest noise sources are motorized equipment used in the process. However, the use of noisy equipment would be intermittent, occurring for short periods. The noisiest equipment at the shaft site are capable of generating instantaneous maximum noise levels of 83 dBA within the park immediately beyond the site, these levels would be reduced to 74 dBA 150 feet away. The hourly Leq noise level is expected to be much less depending on the duty cycle of equipment. This noise level would be perceptible within the park. Noise generated at this site would be temporary (only occurring from September 2008 to March 2009) and intermittent during the construction period. Although the potential increases in noise levels are likely to be intrusive, they would be intermittent and temporary so that no potential significant adverse impacts from noise are anticipated. Traffic and Parking During the proposed rehabilitation activities at Shaft No. 20, workers would park within the Alan Shandler Recreation Area parking lot. As part of the agreement between NYCDEP and NYCDPR, the parking lot would be dedicated to NYCDEP and its contractors working on the Croton Water Treatment Plant at Mosholu Golf Course. A section of the parking lot would be dedicated for workers working on Contract CRO-334. The work at Shaft No. 20 would require a maximum of 40 constuction workers per day during the proposed construction period of September 2008 to September 2009, and the Croton Water Treatment Plant project would require a maximum of 516 construction workers during that period. The total number of workers for both projects (556) is below the peak number of construction workers (660) estimated during the peak Croton Water Treatment Plant construction in 2010. It was assumed that 45 percent of all the construction workers would arrive by public transportation or another means. The small portion of the parking lot reserved for work on Shaft No. 20 would not impact the required space for other NYCDEP work. No adverse impacts to parking are anticipated. 5.3.25 Jerome Park Reservoir Jerome Park Reservoir (JPR or Reservoir) is located in the Borough of the Bronx, New York. The 107.4-acre JPR site, including facilities on the east and west banks of the reservoir, is owned by the

Environmental Assessment Form 5-89 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

City and is under the jurisdiction of the NYCDEP. The site is currently used as an open water reservoir and is part of the City’s water supply system. The JPR water supply facilities include: • Gate House Nos. 2, 3, 7, 5/Shaft No. 21, and 6; • Mosholu Pumping Station; • Demonstration Water Treatment Plant; and, • Jerome Pumping Station (located approximately a quarter mile to the northeast, but connected to the JPR complex).

Proposed Work Previous inspections of Shaft No. 21 recommended repairing the brick and mortar lining of the shaft and fixing grout leaks. Shaft No. 21 is also proposed as a main construction access location for personnel, equipment, and materials into the Aqueduct, and the shaft may also be used as an exhaust site for the in-tunnel rehabilitation work, depending on the workers’ position in the tunnel. Access to Shaft No. 21 is along the Dividing Wall from the entrance to Gate House No. 5, from Goulden Avenue. Gate House No. 5 and Shaft No. 21 are located directly adjacent to each other and are connected by a 170-foot long, 11-foot diameter conduit. The Dividing Wall is a 40-foot wide causeway that runs from the edge of the Reservoir to Shaft No. 21; it spans the length of the reservoir from Gatehouse No. 5 to Gatehouse No. 3, separating the reservoir into north and south basins. Gate House No. 7 would provide ventilation to the gravity flow portion of the Aqueduct from Gate House No. 1 to Gould’s Swamp Siphon (Shaft No. 11B). The fan would be located within the existing enclosed headhouse structure and mounted on or immediately adjacent to the shaft opening. Access to Gatehouse No. 7 is from the northern most point of JPR, adjacent to the intersection of Goulden Avenue and Sedgwick Avenue. Other minor work includes the installation of a new, stainless steel screen at the intake tunnel for the Mosholu Pumping Station at Gatehouse No. 7. Water taken from the NCA by the Mosholu Pumping Station is distributed to portions of the Bronx. Work activities would occur for the entire duration of the in-tunnel rehabilitation work in the pressurized-flow section of the NCA, from September 2008 to September 2009. The peak daily number of workers entering Shaft No. 21 to perform rehabilitation work daily is estimated to be 25 working in one shift (7:00 a.m. to 6:00 p.m. Monday through Friday). The fan within Gate House No. 7 would run during normal work hours for the duration of the in-tunnel rehabilitation work in this section of the Aqueduct. Trucks used to deliver materials and remove debris are estimated to be an average of five trucks per day. At the completion of the proposed in-tunnel rehabilitation work, the construction access staging would be removed from Shaft No. 21, the ventilation fan would be removed from Gate House No. 7, and both sites would be restored to their pre-construction conditions. Impact Analysis The following sections describe the potential for environmental effects resulting from the proposed on-site activities at Shaft No. 21 and Gate House No. 7, for each relevant technical area below. No significant adverse impacts to these JPR sites would occur as a result of the temporary construction access and ventilation system proposed at Shaft No. 21 and Gate House No. 7, respectively. Land Use, Zoning, and Public Policy NYCDEP has jurisdiction over the JPR site, including facilities on the east and west banks of the Reservoir. The site is currently used as an open water reservoir and is part of the City’s water supply system. Sensitive resources in the vicinity of JPR include: Harris Park (under NYCDPR jurisdiction), which is located on the east side of Goulden Avenue approximately 300 feet from Shaft No. 21; Bronx High School of Science, which is located approximately 300 feet east from Shaft No. 21 across Goulden Avenue; Dewitt Clinton High School, which is located approximately 220 feet east across

June 2007 5-90 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities

Goulden Avenue; and a private residence on Sedgwick Avenue, which is located on the north side of Sedgwick Avenue approximately 250 feet north of Gatehouse No. 7. The proposed work at this site would be temporary (scheduled to occur from September 2008 to September 2009) and is not anticipated to result in a significant adverse impact. No enduring change in site conditions is anticipated as a result of the activities proposed at this site.

Open Space Shaft No. 21 is located near to Harris Park, a large 15 acre park, which is under NYCDPR jurisdiction. Harris Park is located on the east side of Goulden Avenue approximately 300 feet from Shaft No. 21. During the proposed in-tunnel work, the shaft site would experience minor and temporary changes in terms of the overall level of activity occurring on-site, when personnel, equipment, and materials would access the shaft to perform in-tunnel work. Given that the proposed work would be temporary (scheduled to occur from September 2008 to September 2009) and that the location of the shaft is at least 300 feet from Harris Park across Goulden Avenue, it is not anticipated to result in a significant adverse impact to this open space resource, nor it is expected to preclude the use of the park during the construction period.

Historical Resources Architectural Resources Proposed work at Shaft No. 21 and Gate House No. 7 would be temporary and would not permanently alter the character or appearance of the JPR facilities. No potential significant adverse impacts to the historic character of the NCA and associated structures occur are anticipated as a result of the proposed work. Infrastructure and Energy The ventilation fan at Gate House No. 7, which would operate during normal working hours from September 2008 to September 2009, would require temporary electrical service that would be hard- wired directly to a Con Edison grid. Con Edison would be responsible for supplying this temporary power independent of the existing system. The fan’s energy usage is negligible compared to the existing electric utility capacity and therefore, would not represent a potential significant adverse impact to infrastructure and energy. Air Quality During the period when work would be done in the tunnel, Shaft No. 21 may be used to control air flow and maintain air quality suitable for workers throughout the tunnel. Depending on the workers’ position in the tunnel, air from within the tunnel would be released at Shaft No. 21. Expelled air may have trace amounts of pollutants from the small equipment used within the tunnel for rehabilitation. However, since air within the tunnel would meet OSHA work standards, pollutant levels in exhaust air are not anticipated to be significant. In addition, the area immediately surrounding the shaft would be inaccessible to the public during this phase. Therefore, no potential significant adverse impacts associated with this exhaust source are anticipated. Noise JPR falls within the jurisdiction of New York City. Construction noise is regulated by the New York City Noise Control Code. The City prohibits construction activity from 6:00 p.m. to 7:00 a.m. on weekdays and from 4:00 p.m. to 10:00 a.m. on weekends unless a variance is obtained. Activities proposed for Shaft No. 21 would occur on weekdays between 7:00 a.m. and 6:00 p.m. All approvals, permits, and variances would be secured as necessary prior to the commencement of activities. In all work at the site, construction equipment powered by internal combustion engines would be equipped with a properly maintained exhaust muffler. Also, air powered equipment would

Environmental Assessment Form 5-91 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334 be fitted with pneumatic exhaust silencers. All equipment used on site would meet the sound level standards mandated in the City’s noise code and applicable federal regulations. Stationary source noise generated at the site would primarily be associated with the movement of material into and out of the tunnel. The greatest noise sources would be motorized equipment used to move supplies into and out of the tunnel from Shaft No. 21, including trucks, cranes, and other ancillary equipment used. Although the noisiest equipment at the shaft site would be capable of generating instantaneous maximum noise levels of up to 83 dBA at a distance of 50 feet from the construction equipment, the hourly Leq noise level is expected to be much less at the construction site boundary, which coincides with the existing JPR compound fence west of Goulden Avenue and approximately 150 feet from Shaft No. 21. The proposed construction zone at Shaft No. 21 is approximately 300 feet from the Bronx High School of Science, the nearest sensitive receptor. Noise levels at the Bronx High School of Science would not increase perceptibly (less than 3 dBA) from the existing level of 63 dBA to 65 dBA during the construction period. This estimate includes the effects of distance and typical equipment utilization factors. Noise generated at this site would be temporary (only occurring from October 2008 to September 2009) and intermittent during the construction period. Therefore, potential significant impacts from noise as a result of proposed activities at Shaft No. 21 are not anticipated. Construction related traffic is expected to add approximately five construction vehicles during the work day at Shaft No. 21. This minimal increase would not significantly affect traffic noise levels along Goulden Avenue. In addition, off-site parking for personnel would be provided at JPR. Therefore, worker’s vehicles would not have an impact related to mobile noise at JPR. The ventilation fan at Gate House No. 7 would operate during normal work hours for the duration of the in-tunnel rehabilitation work in the gravity section of the NCA, and would not significantly affect noise levels at the closest sensitive receptor, a private residence on Sedgwick Avenue, which is located approximately 250 feet north from the proposed fan location. For the purposes of this analysis, night-time levels were considered to be the most conservative measure of assessing project impact given the higher sensitivity of residences during sleeping hours, however it should be noted that no work is proposed to occur at night. The monitored night-time noise level (4 a.m. to 5 a.m.) at this receptor was 52.7 dBA Leq (1-hour). Manufacturer’s test data for the proposed fan indicates a sound power level of 101 dBA. This data was used to estimate the change in noise level at the receptor. Without accounting for any reduction in noise from the acoustical shielding provided by the Gate House No. 7 structure, the noise level (Leq 1-hour) at the receptor would increase by approximately 4 dBA (existing noise level 51.2 dBA plus fan projected level 53 dBA), but would be reduced to significantly less than a 3 dBA increase when approximate corrections, for instance shielding, are applied (a conservative estimate of a reduction of 10 dBA could be provided for shielding by the structure within which the fan is mounted.) Traffic Work activities at JPR (Shaft No. 21 and Gate House No. 7) would occur for the duration of the in- tunnel rehabilitation work for the pressurized section of the NCA, from October 2008 to September 2009. The peak daily number of workers on-site and entering the Aqueduct to perform rehabilitation daily at Shaft No. 21 is estimated to be 40 working in one shift (7:00 a.m. to 6:00 p.m. Monday to Friday). Off-site parking at JPR would be provided for personnel. Additionally, five trucks per day are estimated for delivery of materials and removal of debris. A maximum increase of five vehicles in the peak hour accessing the site is not anticipated to result in significant impacts to Goulden Avenue or 205th Streets, the main access roadways for JPR. 5.3.26 Shaft No. 22 The New Croton Aqueduct Shaft No. 22 is a below-grade structure in the Borough of the Bronx, New York. Shaft No. 22 is located partly beneath the north sidewalk on West Fordham Road and partly

June 2007 5-92 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities

beneath the road within the City's right-of-way. The immediate area surrounding the site is urban, consisting mainly of dense residential and commercial land and Devoe Park. Proposed Work Previous inspections of Shaft No. 22 recommended the following proposed improvements: • Cleaning the brick and mortar lining of the shaft; • Sealing leaks in shaft lining joints; and, • Installing new pressure covers.

Work activities at Shaft No. 22 will require the temporary closure of the sidewalk on the north side of West Fordham Road, between Sedgwick Avenue and Andrews Avenue. In addition, a portion of the north parking lane of West Fordham Road located in front of the shaft would be temporarily closed during the construction period. Breakaway barriers would be setup to the west and east of the shaft, establishing a work zone of approximately 80 feet along the sidewalk. Access to Shaft No. 22 would be gained by excavating the roadway and sidewalk and removing the existing top and lower pressure covers to allow for the shaft improvements. Hoists, frames, or a crane would be positioned over the shaft opening to allow for the proposed work within the shaft. The corroded interior surface of the cast iron would be removed by scaling, and the brick and mortar lining would be cleaned.. The scaling would be disposed at an appropriate waste disposal site. Upon completion of the work activities, , new pressure covers would be placed over the shaft opening and The roadway and sidewalk would be restored to its pre-construction condition. Work at Shaft No. 22 is anticipated to last for approximately 2 months during the rehabilitation project from September 2008 to September 2009 (between approximately May and June 2009). The peak number of workers per day is estimated to be 10 working in one shaft (7:00 a.m. to 6:00 p.m. Monday to Friday). Trucks used to deliver materials and remove debris are estimated to be an average of two trucks per day. This site is not proposed as a construction access location or ventilation shaft for the in-tunnel rehabilitation work. Impact Analysis The following sections describe the potential for environmental effects resulting from the proposed on-site activities at Shaft No. 22 for each relevant technical area below. No significant adverse impacts are anticipated as a result of the improvements proposed at this site. Land Use, Zoning, and Public Policy The site is located partly beneath the north sidewalk on West Fordham Road and partly beneath the road within the City's right-of-way, in the University Heights section of the Bronx. The immediate area surrounding the site is urban, consisting mainly of dense residential and commercial land and Devoe Park. During the proposed work, land use on a small area surrounding the shaft would change temporarily in terms of the overall level of activity occurring on-site. Potential impacts of proposed construction activities would be temporary and confined to the site area. The residential land uses near the shaft site are not anticipated to be significantly impacted as the proposed activity is temporary and would affect a small area. No potentially significant adverse impacts to land use are anticipated. Upon completion of the work activities, the existing site area would be restored to its pre-construction condition. Open Space Shaft No. 22 is located partly beneath the north sidewalk on West Fordham Road and partly beneath the roadway. The shaft is adjacent to Devoe Park which is approximately 6 acres in size with numerous paths throughout the park and recreational uses including basketball courts. All activity at

Environmental Assessment Form 5-93 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

Shaft No. 22 would be located outside of the park and would be limited to the area immediately surrounding the shaft. Temporary increases in pedestrian traffic through the park path are not anticipated to have a potential significant adverse impact on the park's recreational use. Historical Resources Architectural Resources Proposed improvements at Shaft No. 22 would include sealing leaks in the shaft lining joints and installing new pressure covers. While potential enduring impacts of the proposed shaft improvements would be confined to within the below-grade shaft structure, the proposed work would alter the character of the shaft. Since Shaft No. 22 is eligible for listing on the National and State Registers of Historic Places, NYCDEP would implement all necessary procedures in consultation with the NYSOPRHP to ensure that no potential significant adverse impacts to historical resources occur as a result of the proposed work. Prior to construction, the Secretary of the Interior’s Standards for the Treatment of Historic Properties would be utilized to ensure the retention of the historic character of the structures. By following the recommendations and implementing the requirements of the NYSOPRHP, NYCDEP would ensure that no potential significant adverse impacts to the historic character of the NCA and associated structures occur. Traffic and Parking The construction activities may temporarily affect traffic flow through West Fordham Road. A plan for pedestrian and traffic maintenance measures, such as signage for parking and sidewalk closures, would be approved by NYC Department of Transportation’s Office of Construction Mitigation and Coordination - Streets (OCMC) prior to beginning work. In accordance with this plan, a portion of the north parking lane of West Fordham Road located within the area of the shaft would be used for staging during construction activities. A backup vehicle with a truck mounted attenuator and flashing arrow sign unit would be parked in the closed portion of the parking lane to direct traffic around the temporary construction area. Pedestrian traffic on the north sidewalk of West Fordham Road would be diverted through Devoe Park. The proposed work at this site would be temporary, lasting less than 2 months time once the shaft is accessed. The implementation of the traffic and pedestrian maintenance measures would ensure no potential significant adverse impacts to traffic flow and pedestrian movement occur. 5.3.27 Shaft No. 23 Shaft No. 23 is a below-grade structure in the Borough of the Bronx, New York. The shaft is located within an existing headhouse structure on West Burnside Avenue. The NYCDEP currently has jurisdiction of the shaft and the 0.1 acre plot of land on which it resides. The plot of land is currently surrounded by a chain-link fence and is not accessible to the public. The shaft is surrounded by a dense, residential urban neighborhood. Proposed Work Previous inspections of Shaft No. 23 recommended the following proposed improvements: • Repairs within the shaft lining; • Rehabilitation of the existing headhouse structure (exterior and interior); • Removal of asbestos-containing material; • Installation of new pressure covers; • Installation of new power distribution panels; and, • Minor site restoration and landscaping.

Proposed work activities at Shaft No. 23 would be conducted from within the existing chain-link security fence that surrounds the headhouse structure, which will serve as a staging area for construction activities. Once the existing temporary bulkhead which was placed under CRO-333 is removed, hoists or frames would be positioned over the shaft opening to allow for the proposed work

June 2007 5-94 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities within the shaft, including the removal of the corroded interior surface of the cast iron lining of the shaft and repairing the cast iron lining with epoxy mortar. Rehabilitation of the headhouse structure would include structural repairs to the interior and exterior structure. Inside the headhouse, cracks in the joints would be repaired, the existing hoist beams would be removed, the steel railing would be stripped of loose paint and rust and repainted, and the existing doors and frame would be removed and replaced. In addition, the existing wire woven fabric, fasteners, and frame over the window opening would be removed, the stone surrounding the window would be patched, and new decorative wrought iron security bars would be installed. Repairs to the exterior of the headhouse structure would include replacement of the existing roof and repointing the existing horizontal and vertical joints. Both the interior and exterior walls of the structure would be cleaned to remove all efflorescence, rust stains, and graffiti. The existing stone frieze construction would also be removed, cleaned, and restored to original appearance. In addition to the surface rehabilitation and improvement activities, Shaft No. 23 would also act as a ventilation intake/exhaust location for the temporary Aqueduct ventilation system required for the duration of the in-tunnel rehabilitation work. A fan would be installed within the existing headhouse structure, and air would either be drawn from the exterior of the building or be expelled from the NCA through the windows and doors, which would be screened and secured to prevent foreign matter from being drawn through the system. Air from the shaft would be conducted into a small diameter (less than 2 feet) ventilation ducting extending to the “dead-end” section of the Aqueduct near Shaft No. 24. This ducting would provide fresh air to the tunnel and stale air from this section would be returned and exhausted back through the main Shaft No. 23 opening to provide continuous air flow movement within this portion of the NCA. The fan would be required to operate continuously throughout the duration of the in-tunnel rehabilitation work, which would occur during the October 2008 to September 2009 period. Proposed improvements at Shaft No. 23 would occur for up to 2 months during the period between 2008 and 2009; however the ventilation fans would operate during normal work hours through September 2009. Upon completion of the in-tunnel rehabilitation work, when ventilation at Shaft No. 23 is no longer required, new pressure-rated covers would be installed within the shaft to take the place of the removed original pressure covers which was completed in CRO-333. Once construction activities are completed, the site would be restored, including the removal and replacement of the existing chain-link security fence, and landscaped. The peak number of workers per day for the work proposed at this shaft site is estimated to be 10 working in one shift (7:00 a.m. to 6:00 p.m. Monday to Friday).. The number of trucks used to deliver materials is estimated to be an average of two trucks per day. This site is not a proposed construction access location for in-tunnel rehabilitation work. Impact Analysis The following sections describe the potential for environmental effects resulting from the proposed on-site activities at Shaft No. 23 for each relevant technical area below. No significant adverse impacts are anticipated as a result of the rehabilitation activities proposed at this site. Land Use, Zoning, and Public Policy The site is located within an existing headhouse structure on West Burnside Avenue. The NYCDEP currently has jurisdiction of the shaft and the 0.1 acre plot of land on which it resides. The plot of land is currently surrounded by a chain-link fence and is not accessible to the public. The shaft is surrounded by a dense, residential urban neighborhood. During the proposed work, land use on a small area surrounding the shaft would change temporarily in terms of the overall level of activity occurring on-site. Potential impacts of proposed construction activities would be temporary and confined within the fenced security area. The residential land uses near the shaft site are not

Environmental Assessment Form 5-95 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334 anticipated to be significantly impacted as the proposed activity is temporary. No potentially significant adverse impacts to land use are anticipated. Historical Resources Architectural Resources Proposed improvements at Shaft No. 23 involve repairs to the interior lining of the shaft and the rehabilitation of interior and exterior of the above-ground headhouse structure. These proposed construction activities would alter the character and appearance of Shaft No. 23. Since Shaft No. 23 and its associated headhouse structure are eligible for listing on the National and State Registers of Historic Places, NYCDEP would coordinate its plans for all proposed rehabilitation work with the NYSOPRHP. Prior to construction, the Secretary of the Interior’s Standards for the Treatment of Historic Properties would be utilized to ensure the retention of the historic character of the structures. By following the recommendations and implementing the requirements of the NYSOPRHP, NYCDEP would ensure that no potential significant adverse impacts to the historic character of the NCA and associated structures occur. Hazardous Materials In accordance with 12 NYCRR 56 “Asbestos”, and 15 RCNY Part 1, an asbestos survey was conducted during Contract CRO-333 by Boris Feldman of TLI (NYS DOL Asbestos Inspector Certificate No. 95-04291, NYC DEP Asbestos Investigator Certificate No: 99725) to determine if ACM would be affected during the proposed work activities at Shaft No. 23. Laboratory results confirmed the presence of asbestos fibers more than 1% by weight in some suspect building materials of the head house structure, including approximately 20 SF of asphalt mastic patches on the concrete roof seams and 414 SF of waterproofing membrane under the concrete roof slab (see Asbestos Inspection and Survey Report for New Croton Aqueduct Rehabilitation Shaft Head Houses, dated January 31, 2006). The survey recommended that all ACM should be removed and disposed of in accordance with 12 NYCRR 56 “Asbestos”, and 15 RCNY Part 1. The survey also recommended that the waterproofing membrane be tested for asbestos content after the concrete roof slab is removed.

NYCDEP commits to implementing proper safety measures during the rehabilitation activities. A HASP will be developed and implemented to protect worker safety during the rehabilitation work. No significant adverse impacts as a result of ACM are anticipated at the site.

Infrastructure and Energy The ventilation fan, which would operate during normal work hours from September 2008 to September 2009, would require temporary electrical service that would be hard-wired directly to a Con Edison grid. Con Edison would be responsible for supplying this temporary power independent of the existing system. The fan’s energy usage is negligible compared to the existing electric utility capacity and therefore, would not represent a potential significant adverse impact to infrastructure and energy. Noise Shaft No. 23 is a below-grade structure in the Borough of the Bronx, New York. The City prohibits construction activity from 6:00 p.m. to 7:00 a.m. on weekdays and from 4:00 p.m. and 10:00 a.m. on weekends unless a variance is obtained. Construction on weekends is subject to certain conditions and restrictions. The fan would run during normal work hours (7:00 a.m. to 6:00 p.m.) for the entire duration of the in-tunnel rehabilitation work, scheduled to occur from September 2008 to September 2009. All approvals, permits, and variances would be secured as necessary prior to the commencement of construction activities.

June 2007 5-96 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities

Maintenance of acceptable noise levels at this location would likely require the use of noise reduction methods, since a six-story residential building is located within 50 feet of the site, and the shaft headhouse structure would not fully attenuate fan noise. Noise abatement measures, such as the placement of shielding along the windows of the headhouse to direct noise away from residential buildings, would be implemented by NYCDEP in order to reduce the noise levels experienced at residential receptors to an acceptable level. Therefore, although the potential increases in noise levels are likely to be intrusive, they would be temporary so that no potential significant adverse impacts from noise are anticipated. 5.3.28 Shaft No. 24 The New Croton Aqueduct Shaft No. 24 is a below-grade structure within the Borough of the Bronx, New York. Shaft No. 24 is located to the east of the Harlem River Siphon and is the last shaft located in the Bronx section of the pressurized portion of the Aqueduct. The shaft is located on an undeveloped plot of land, adjacent to the Alexander Hamilton Bridge, and surrounded by ramps which convey traffic to and from the bridge. The original shaft structure is located approximately 30 feet below existing grade. During construction of the Alexander Hamilton Bridge (1960-1963), an embankment was constructed over the shaft. As a result of the embankment, a supplemental shaft was extended from the existing headhouse to the surface of the embankment to retain access to the shaft. The headhouse, which contains the shaft, is currently located under approximately 30 feet of fill. NYCDEP currently has jurisdiction of the shaft and the plot of land on which it resides to the south of the shaft. The total acreage owned by the City of New York surrounding the shaft is 1.6 acres. Proposed Work Previous inspections of Shaft No. 24 recommended the following proposed improvements: • Repairs within the shaft lining; • Installation of new pressure covers; and, • Minor site restoration.

Access to Shaft No. 24 would be achieved from an existing cobble shoulder of an off-ramp from the Alexander Hamilton Bridge, which would be used as a temporary construction staging area for the proposed work on site. Removal of a portion of the guardrail between the bridge abutment and the next joint would be required to facilitate egress from the staging area. A temporary orange construction fence with precast concrete barriers would be installed along the outer edge of the shoulder from the bridge off-ramp. To minimize ground disturbance above the buried headhouse structure, an approximately 0.01-acre area surrounding the shaft cover would be covered with a compacted, graded gravel surface and geotextile layer, covered with 8-inch wood chips. An existing 12” Norway maple tree located adjacent to the shaft cover would be maintained and protected during construction activities. Hoists or frames would be placed over the shaft opening from within the original structure below grade to allow for the proposed work. During the inspection phase of the project (under Contract CRO-333), a new temporary bulkhead was installed, replacing one of the existing pressurized covers within the shaft. This temporary bulkhead would be removed, and a new permanent pressure cover would be installed. Prior to its installation, all holes in the existing liner would be filled with epoxy. Upon completion of the proposed work, the shaft and surrounding area would be returned to its pre- construction condition. Proposed work at Shaft No. 24 would occur for approximately four months during the period between January 2008 and May 2009. The peak number of workers per day is estimated to be 10 working in one shift (7:00 a.m. to 6:00 p.m. Monday to Friday) and the average number of truck visits per day is estimated to be two.

Environmental Assessment Form 5-97 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

This site is not a proposed construction access location or ventilation shaft for in-tunnel rehabilitation work. Impact Analysis The following sections describe the potential for environmental effects resulting from the proposed on-site activities at Shaft No. 24 for each relevant technical area below. No significant adverse impacts are anticipated as a result of the rehabilitation activities proposed at this site. Land Use, Zoning, and Public Policy The site is located to the east of the Harlem River Siphon and is the last shaft located in the Bronx section of the pressurized portion of the Aqueduct. The shaft is located on an undeveloped plot of land, adjacent to the Alexander Hamilton Bridge, and surrounded by ramps which convey traffic to and from the bridge. The nearest sensitive land uses to the shaft are residential, located across the Alexander Hamilton Bridge approximately 500 feet away. During the proposed work, land use on a small area surrounding the shaft would change temporarily in terms of the overall level of activity occurring on-site. Potential impacts of proposed construction activities would be temporary and confined to the staging area. The temporary use of the land surrounding the shaft would not adversely affect land use in the area. Proposed work at this site would occur for approximately 4 months during the period between September 2008 and September 2009. Within 15 days of completion of the construction activities, the site would be restored to its pre-construction condition. No potentially significant adverse impacts to land use are anticipated. Historical Resources Architectural Resources Proposed improvements at Shaft No. 24 would involve minor modifications that would alter the character of Shaft No. 24. Since Shaft No. 24 is eligible for listing on the National and State Registers of Historic Places, NYCDEP would coordinate its plans for all proposed rehabilitation work with the NYSOPRHP. Prior to construction, the Secretary of the Interior’s Standards for the Treatment of Historic Properties would be utilized to ensure the retention of the historic character of the structure. By following the recommendations and implementing the requirements of the NYSOPRHP, NYCDEP would ensure that no potential significant adverse impacts to the historic character of the NCA and associated structures occur. Traffic and Parking Shaft No. 24 is located on an undeveloped plot of land, adjacent to the Alexander Hamilton Bridge, and surrounded by ramps which convey traffic to and from the Bridge. Work activities at the shaft site would require the use of an existing cobble shoulder on one of the off-ramps of the Alexander Hamilton Bridge, which would be used to deliver materials to the shaft and also as a small, temporary construction staging area. A portion of the guardrail would be removed between the Bridge abutment and the next joint to facilitate egress from the staging area, and a temporary orange construction fence with precast concrete barriers would be installed along the outer edge of the shoulder from the Bridge off-ramp. An approved plan for traffic maintenance measures, including signage, would be approved by OCMC prior to beginning work. Proposed work activities would be temporary, lasting up to four months, and are not anticipated to have a potential significant adverse impact to traffic flow on the ramps. 5.3.29 Shaft No. 24A The New Croton Aqueduct Shaft No. 24A is a below-grade structure in the City of New York, New York. The shaft is located on an undeveloped plot of land beneath the Alexander Hamilton Bridge and is surrounded by ramps which convey traffic to and from the Bridge. The Harlem River is approximately 200 feet to the west of the shaft, and the Major Deegan Expressway is adjacent to and northeast of the site. Metro-North rail tracks lie west of the site. A one-story brick structure built during the construction of the Alexander Hamilton Bridge lies atop the shaft. NYCDEP currently has

June 2007 5-98 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities

jurisdiction of the shaft, and the total acreage owned by the City of New York surrounding the shaft is 1.2 acres. The nearest land use to the shaft is industrial, located between the shaft and the Harlem River. Shaft No. 24A, currently inoperable, was once used as a blow-off to the Harlem River. The shaft is not along the alignment of the NCA, but is connected to Shaft No. 24, located approximately 400 feet to the east, by a 30-inch-diameter pipe. Proposed Work Previous inspections of Shaft No. 24A recommended the following improvements:

• Installation of a new sump within the shaft structure to prevent the accumulation of groundwater; and, • Demolition/replacement of existing power distribution panels.

Access to Shaft No. 24A would be achieved from an existing maintained un-paved driveway from the Major Deegan Highway, which would serve as a temporary staging area. No grading or clearing activities would be necessary to accommodate access or construction staging. All construction activities would be contained within existing developed areas. Proposed work at Shaft No. 24A would occur for up to 1 month during the period between September 2008 and September 2009. The peak number of workers per day is estimated to be ten working in one shift (7:00 a.m. to 6:00 p.m.), and the average number of truck visits per day is estimated to be two. Impact Analysis The following sections describe the potential for environmental effects resulting from the proposed on-site activities at Shaft No. 24A for each relevant technical area below. No significant adverse impacts are anticipated as a result of the proposed work at this site. Land Use, Zoning, and Public Policy The site is located on an undeveloped plot of land beneath the Alexander Hamilton Bridge and is surrounded by ramps which convey traffic to and from the bridge. The Harlem River is approximately 200 feet to the west of the shaft, and the Major Deegan Expressway is adjacent to and northeast of the site. Metro-North rail tracks lie west of the site. A one-story brick structure built during the construction of the Alexander Hamilton Bridge lies atop the shaft. The nearest land use to the shaft is industrial, located between the shaft and the Harlem River. Shaft No. 24A, currently inoperable, was once used as a blow-off to the Harlem River. The shaft is not along the alignment of the NCA, but is connected to Shaft No. 24, located approximately 400 feet to the east, by a 30-inch- diameter pipe. During the proposed work, land use on a small area surrounding the shaft would change temporarily in terms of the overall level of activity occurring on-site. Potential impacts of proposed construction activities would be temporary and confined within the staging area. No potentially significant adverse impacts to land use are anticipated. Historical Resources Architectural Resources The shaft, but not the relatively modern brick structure above it, is eligible for listing on the State and National Registers of Historic Places. Since the proposed improvements would alter the character or appearance of Shaft No. 24A, NYCDEP would coordinate its plans for all proposed rehabilitation work with the NYSOPRHP. Prior to construction, the Secretary of the Interior’s Standards for the Treatment of Historic Properties would be utilized to ensure the retention of the historic character of the structures. By following the recommendations and implementing the requirements of the NYSOPRHP, NYCDEP would ensure that no potential significant adverse impacts to the historic character of the NCA and associated structures occur.

Environmental Assessment Form 5-99 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

5.3.30 Shaft No. 25 The New Croton Aqueduct Shaft No. 25 is a below-grade structure in the City of New York, New York. The shaft is located within Highbridge Park within Manhattan. The shaft lies atop an existing structure located along Harlem River Drive between the Alexander Hamilton and Washington Bridges. The structure, a NYCDEP facility, is recessed into a cliff along the Harlem River and is used solely for the Aqueduct operation and maintenance. A blow-off exists at Shaft No. 25 which is used to empty Aqueduct water to the Harlem River when dewatering of the pressurized section of Aqueduct is required (see Section 3.0). Access to the shaft is on NYCDPR property from Harlem River Drive. The area surrounding the shaft is typically developed park land, and consists mostly of maintained grass. Proposed Work Previous inspections of Shaft No. 25 recommended the following proposed improvements: • Rehabilitation of the shaft and existing headhouse structure (interior and exterior); • Removal of sediment from blow-off chamber; • Demolition/replacement of existing power distribution panels; • Repairing leaks in the pump shaft; and, • Site restoration.

Access to Shaft No. 25 would be from an existing 12-foot-wide, graded gravel access road underlain with a geotextile layer, which was constructed under Contract CRO-333, leading from the southbound lane of Harlem River Drive to the shaft staging area. The access road would require additional grading, fill, and maintenance, as needed, and overhead clearance pruning may be required. The staging area would be enclosed by security fencing, with a minimum area of 2,000 square feet around the shaft and covered with wood chips and a geotextile layer to minimize ground disturbance. The shaft site would be surrounded by a temporary chain-link fence for security purposes, along with temporary orange construction fencing. The total area of ground disturbance, including the staging area and access road, would be approximately 0.08 acres. Work at Shaft No. 25 would include the rehabilitation of the shaft superstructure, including cleaning the existing masonry; removing existing shrubs and vegetation, repairing and filling caps with packing and sealant; installing planting boxes; repairing the existing handrail and ornamental balustrade; and demolition/replacement of existing power distribution panels. The existing paving would be removed, regraded with slope to drains, waterproofed, and then repaved. At the lower portion of the shaft structure, the existing door and hardware would be removed and replaced with a stainless steel door that would resemble the existing door, and the existing horizontal and vertical joints would be repointed. Approximately 200 tons of sediment would be removed from the blow-off chamber. In order to mitigate leaks that were discovered at the shaft during previous investigations, the blow-off pipe would be relocated from the pump shaft to the aqueduct shaft, and the pump shaft would be filled with concrete. Once the proposed work is completed, the staging area would be reinstated to its pre-construction condition. The temporary geotextile layer, gravel, construction/security compound, and all soil/sediment control measures would be removed, and the staging area would be replanted with ecologically appropriate species consistent with the existing vegetation community in coordination the NYCDPR. The access road would remain; the NYCDEP would continue to use and maintain the road for access to the shaft for inspection and maintenance purposes. The rehabilitation work at Shaft No. 25 would occur for up to 10 months during the period between September 2008 and September 2009. The peak number of workers per day is estimated to be ten working in one shift (7:00 a.m. to 6:00 p.m. Monday to Friday). Trucks used to deliver materials and remove sediment and debris are estimated to be an average of two trucks per day.

June 2007 5-100 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities

This site is not a proposed construction access location or ventilation shaft for in-tunnel rehabilitation work. Impact Analysis The following sections describe the potential for environmental effects resulting from the proposed on-site activities at Shaft No. 25 for each relevant technical area below. No significant adverse impacts are anticipated as a result of the proposed work at this site. Land Use, Zoning, and Public Policy The site is located within Highbridge Park within Manhattan. The shaft lies atop an existing structure located along Harlem River Drive between the Alexander Hamilton and Washington Bridges. The structure, a NYCDEP facility, is recessed into a cliff along the Harlem River and is used solely for the Aqueduct operation and maintenance. The area surrounding the shaft is typically developed park land, and consists mostly of maintained grass. During the proposed work, land use on a small area surrounding the shaft would change temporarily in terms of the overall level of activity occurring on- site. Potential impacts of proposed construction activities would be temporary and confined within the staging area. No potentially significant adverse impacts to land use are anticipated. Open Space and Visual Resources The construction activities may present a temporary and short-term affect on the aesthetic quality and park-like setting for recreational users of Highbridge Park in the immediate vicinity of the construction area. There is an existing jogging path/trail which runs north-south directly adjacent to the shaft. Neither the access road nor the staging area would be constructed directly over the path; however, the barriers would likely need to be placed on the perimeter of one side of the path. Shaft No. 25 is a below-ground structure, located on a cliff within Highbridge Park. While construction activity would occur during the summer months when use of the Park is typically greatest, only a small (0.08 acres) staging area enclosed by a fence would be required for the temporary activities proposed at this site. Temporary use of the limited space within the park (0.08 acres, which is much less than one percent of the 119 acres within Highbridge Park) is not anticipated to cause a potential significant adverse impact on the character of the park or preclude its recreational use during the proposed construction period. The proposed rehabilitation work at Shaft No. 25 would include several improvements to the area of Highbridge Park that surrounds the shaft. New lamp fixtures and planting boxes would be installed and the existing handrail and ornamental balustrade along the edge of the stone structure would be repaired. No potential significant adverse impacts to area open spaces are anticipated as a result of the proposed improvements at Shaft No. 25. Historical Resources Archaeological Resources The Phase 1A cultural resources report (dated May 2004) indicated that Shaft No. 25 is not sensitive for archaeological resources since severe disturbance of the site strata occurred during extensive construction episodes in and around the shaft, including the construction of the shaft in the late 1800s, the building of an extensive road system between the two adjacent bridges (Alexander Hamilton Bridge and ), and the filling of the Harlem River shoreline for the creation of Harlem River Drive. No impacts to archaeological resources are therefore anticipated as part of this project. Architectural Resources Shaft No. 25 and the stone structure that serves as an accessway to the shaft are built into the hillside and are both eligible for listing on the State and National Registers of Historic Places. Since the proposed improvements would alter the character or appearance of Shaft No. 25, NYCDEP would coordinate its plans for all proposed rehabilitation work with the NYSOPRHP. Prior to construction, the Secretary of the Interior’s Standards for the Treatment of Historic Properties would be utilized to

Environmental Assessment Form 5-101 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

ensure the retention of the historic character of the structures. By following the recommendations and implementing the requirements of the NYSOPRHP, NYCDEP would ensure that no potential significant adverse impacts to the historic character of the NCA and associated structures occur. Natural Resources Shaft No. 25 is located at the edge of a maintained lawn of Highbridge Park. Access would be provided via an existing unimproved road from the southbound lane of Harlem River Drive near Highbridge. Vegetation The access road is lined with black locust, white ash, and red oak trees. Shaft No. 25 is located within Highbridge Park at the edge of a maintained lawn area. Trimming of a black locust tree adjacent to the shaft would possibly be necessary to provide vertical clearance. All tree limb removals, if required, would be conducted by a certified arborist at the appropriate time. No removals of trees greater than 4-inch DBH would be required along the access road or in the vicinity of Shaft No. 25. Trees located in close proximity to the staging areas and access roads would be monitored periodically during the proposed on-site improvements and at a minimum of six months following cessation of all work activities in order to identify any trees that may have been weakened by adjacent construction activities. If certain trees are identified as damaged or dying, the stressed trees would be removed and replaced for a period of 18 months following cessation of all work. Wetlands and Water Resources In April 2004, the shaft site and access road was inspected for regulated wetlands in accordance with the USACOE Wetlands Delineation Manual (1987). No wetlands were identified adjacent to the shafts or access road. Wildlife Resources The shaft is located at the edge of a maintained lawn adjacent to recreational fields. Construction access would utilize an existing access road. No potential significant impacts to wildlife resources are anticipated. The NYSDEC Natural Heritage Program and Breeding Bird Atlas Survey were contacted to determine if state or federal listed species or significant natural areas occur within the vicinity of the project (Appendix B). The Natural Heritage Program does not identify any known records of rare or state-listed species of natural communities in the immediate vicinity of the project site. The Breeding Bird Atlas Survey identifies the red-shouldered hawk (Buteo lineatus) and common nighthawk (Chordeiles minor) as occurring within the general vicinity of Shaft No. 25. Both are designated Species of Special Concern in New York State. There is no habitat for the red-shouldered hawk within the project area that is suitable for this species. The proposed work would not adversely affect habitat adjoining the shaft that is suitable for the common nighthawk. In a letter dated October 3, 2006, NYSDEC confirmed that the results of the Natural Heritage Program database review and Breeding Bird Atlas survey remain valid. Active bird nests or roosts found to be on the structures or in the zone of construction disturbance are protected under the Migratory Bird Treaty Act and would not to be disturbed in any way until the appropriate permit is issued by the United States Fish and Wildlife Service and/or the NYSDEC. The Rock Dove (Columba livia), European Starling (Sturnus vulgaris) and House Sparrow (Passer domesticus) are exempt from the Migratory Bird Treaty Act. All work on structures with active bird nests or roosts would be done between August 1 and March 31 (outside the breeding season). Work would cease in the vicinity of any nest/roost found until a NYCDEP Wildlife Biologist is notified and assesses the situation. Best Management Practices (BMPs) The following BMPs would be implemented:

June 2007 5-102 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities

• Implement a SWPPP throughout construction activities in order to ensure that potential significant adverse impacts from erosion or sedimentation would not occur. • Institute a mandatory pre-construction field meeting with contractor and NYCDEP natural resource specialist prior to the start of construction to review BMPs and monitor construction activities to ensure adherence with BMPs. Upon completion of the proposed work, the materials used for the staging area would be removed from the site. Those areas covered with gravel and a geotextile layer would be reseeded with an ecologically appropriate species consistent with the existing vegetation community in coordination with the NYCDPR. No potential significant adverse impacts to natural resources are anticipated to occur. Solid Waste and Sanitary Services Approximately 200 tons of sediment would be removed from the blow-off chamber. A crane or hoist would raise the material to the surface from the blow-off chamber where it would be loaded directly into sealed containers located within a dedicated storage area for subsequent disposal to licensed landfill sites. Prior to mobilization, the material would be tested on-site, and a HASP would be developed and implemented based on the results of the testing to protect worker safety during the rehabilitation work. If hazardous materials are found, the material would be taken to an appropriate waste disposal facility that accepts contaminated material. Trucks with a capacity to transport 25 tons of sediment per trip would be used to transport sediment from the shaft site. Sediment and construction debris from the shaft site would be tested, removed, and disposed of in accordance with all applicable Federal, State, and local laws and regulations. The removal of this sediment and deposition in licensed landfill facilities is not anticipated to cause a potential significant adverse impact to solid waste and sanitation services. Hazardous Materials During Contract CRO-333, sediment taken from the chamber at the top of the pump shaft in the spring of 2005 was found to contain hazardous levels of lead. This material was removed from the Shaft and disposed of at an appropriate waste disposal site. It is believed that all of the Hazardous Material from the pump shaft has been removed, however, the Contractor for Contract CRO-334 would conduct testing on-site prior to mobilization, and a HASP would be developed and implemented based on the results of the testing to protect worker safety during the rehabilitation work. NYCDEP commits to implementing proper remediation measures during the rehabilitation activities, if hazardous materials are found. Therefore, no significant adverse impacts as a result of hazardous materials are anticipated at the site. Noise Shaft No. 25 is located in Highbridge Park, within the jurisdiction of the City. The City prohibits construction activity from 6:00 p.m. to 7:00 a.m. on weekdays and from 4:00 p.m. and 10:00 a.m. on weekends unless a variance is obtained. Construction on weekends is subject to certain conditions and restrictions. Highbridge Park is considered to be a noise-sensitive land use. The rehabilitation work at Shaft No. 25 would occur for up to 10 months during the period between September 2008 and September 2009. Although Shaft No. 25 is located in Highbridge Park, the temporary noise increases from construction activities are not anticipated to preclude the recreational use of the park. No significant adverse impacts are anticipated. 5.3.31 Shaft No. 26 Shaft No. 26 lies within the 179th Street Pump Station, in the Borough of Manhattan, New York. The shaft is a below-grade structure with its cover located on a lower floor level within the pump station structure. The pump station is located in Highbridge Park; a small NYCDPR playground within the

Environmental Assessment Form 5-103 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334 park is immediately adjacent to the pump station on the north. The pump station is owned by the City and is under the jurisdiction of NYCDEP. The area to the west of the pump station across Amsterdam Avenue is a dense, urban residential neighborhood. The nearest residential uses are located more than 100 feet away across Amsterdam Avenue. Proposed Work Previous inspections of Shaft No. 26 recommended the following proposed improvements: • Repairs to the interior lining of shaft structure; and • Minor site restoration.

Access to Shaft No. 26 would be achieved from within the NYCDEP parking lot located near the on- ramp to I-95, behind the pump station structure. The parking lot is surrounded by chain-link fence and, due to its location near the ramp leading to I-95, is not accessible or visible from the public locations of Highbridge Park. No grading or clearing activities would be necessary to accommodate access or construction staging. All construction activities would be contained within the pump station building. Once the shaft cover is removed, hoists, frames, or a crane would be positioned over the shaft opening to allow for the proposed work within the shaft, including the removal of the corroded interior surface of cast iron lining by scaling, cleaning the brick and mortar lining, and then coating both the cast iron and brick and mortar lining with epoxy mortar. The scaling would be disposed at an appropriate waste disposal site. In addition to the proposed work, this site would be used as a ventilation shaft during the in-tunnel rehabilitation. For ventilation of the pressurized southern section of the NCA during the in-tunnel rehabilitation work, a fan would be installed and mounted on or immediately adjacent to the top of the shaft, located within the 179th Street Pump Station structure, and air would be drawn from the exterior of the building through open windows, screened to prevent foreign matter from being drawn through the system. The screen would also perform a security function to prevent personnel entry into the room through this window. Air drawn from the pump station would flow to Shaft No. 33 to provide continuous air movement within this portion of the NCA. The fan would be required to operate continuously throughout the duration of the in-tunnel rehabilitation work (October 2008 to September 2009). Work activities at Shaft No. 26 are anticipated to last for up to 1 month; however, the ventilation fan would continue to operate for the entire duration of the in-tunnel rehabilitation. The peak number of workers per day is estimated to be 10 working in one shaft (7:00 a.m. to 6:00 p.m. Monday to Friday). Trucks used to deliver materials and remove debris are estimated to be an average of two trucks per day. Once all work is completed and the shaft is no longer needed for ventilation purposes, the existing cover would be reinstalled and the site would be returned to its pre-construction condition. This site is not proposed as a construction access location for the in-tunnel rehabilitation work. Impact Analysis The following sections describe the potential for environmental effects resulting from the proposed on-site activities at Shaft No. 26 for each relevant technical area below. No significant adverse impacts are anticipated as a result of the proposed work at this site. Land Use, Zoning, and Public Policy The site lies within the 179th Street Pump Station, which is located in Highbridge Park. A small NYCDPR playground within the park is immediately adjacent to the pump station on the north. The pump station is owned by the City and is under the jurisdiction of NYCDEP. The area to the west of the pump station across Amsterdam Avenue is a dense, urban residential neighborhood. The nearest residential uses are located more than 100 feet away across Amsterdam Avenue. During the proposed

June 2007 5-104 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities work, land use on a small area surrounding the shaft would change temporarily in terms of the overall level of activity occurring on-site. Potential impacts of proposed construction activities would be temporary and confined within the staging area. No potentially significant adverse impacts to land use are anticipated. Open Space Although the shaft is located in Highbridge Park, the pump station structure, which houses the shaft, is not intended for public use and recreation. During the proposed work, the shaft site would experience minor and temporary changes in terms of the overall level of activity occurring on-site. All ventilation and shaft improvement workers, equipment, and materials would either enter and leave the pump station through the large double doors facing onto Amsterdam Avenue or from the entrance to the back of the building; there would be no use of the park or playground for either the ventilation or shaft rehabilitation activities. The temporary activities and ventilation equipment would be maintained within the pump station structure. Given the action would be temporary (scheduled to occur from September 2008 to September 2009), it is not anticipated to result in a potential significant adverse impact to open space resources, nor it is expected to preclude the use of this park during the construction period. Historical Resources Architectural Resources Proposed improvements at Shaft No. 26 would involve minor modifications that would alter the character of the shaft. Since Shaft No. 26 is eligible for listing on the National and State Registers of Historic Places, NYCDEP would coordinate its plans for all proposed rehabilitation work with the NYSOPRHP. Prior to construction, the Secretary of the Interior’s Standards for the Treatment of Historic Properties would be utilized to ensure the retention of the historic character of the structure. By following the recommendations and implementing the requirements of the NYSOPRHP, NYCDEP would ensure that no potential significant adverse impacts to the historic character of the NCA and associated structures occur. Infrastructure and Energy The fan, which would be operated during working hours for the duration of the project (September 2008 to September 2009), would require temporary electrical service that would be hard-wired directly to a Con Edison grid. Con Edison would be responsible for supplying this temporary power independent of the existing system. The fan’s energy usage is negligible compared to the existing electric utility capacity and therefore, would not represent a potential significant adverse impact to infrastructure and energy. Noise Shaft No. 26 is located in Highbridge Park, within the jurisdiction of the City. The City prohibits construction activity from 6:00 p.m. to 7:00 a.m. on weekdays and from 4:00 p.m. and 10:00 a.m. on weekends unless a variance is obtained. Construction on weekends is subject to certain conditions and restrictions. The fan would operate during working hours (7:00 a.m. to 6:00 p.m. Monday through Friday) for the entire duration of the in-tunnel rehabilitation program, scheduled to occur from September 2008 to September 2009. All approvals, permits and variances would be secured as necessary prior to the commencement of construction activities. Highbridge Park and the playground are considered to be noise-sensitive land uses. The nearest residential uses are located more than 100 feet away across Amsterdam Avenue. Although the site is located in Highbridge Park, the temporary ventilation system would be enclosed within the 179th Street Pump Station structure, which would attenuate noise from its operation. Temporary noise increases from construction activities are not anticipated to preclude the recreational use of Highbridge Park or the playground. All activity at this shaft site would be limited to the period from September 2008 to September 2009. Therefore, potential significant adverse impacts from temporary ventilation fan operations are not anticipated.

Environmental Assessment Form 5-105 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

The fan, which would run from within the pump station structure, is not anticipated to interfere with the operation of the 179th Street Pump Station staff. In order to conform to NYCDEP Environmental Health & Safety Policies and Procedures and OSHA standards, the staff would be required to wear hearing protection while working within the 179th Street Pump Station in the vicinity of the fan, if appropriate. 5.3.32 Shaft No. 28 The New Croton Aqueduct Shaft No. 28 is a below-grade structure in the City of New York, New York. The shaft is located along the centerline of Amsterdam Avenue, in Manhattan. The immediate area surrounding the site is urban, consisting mainly of dense residential and commercial land, located approximately 45 feet away on both sides of the street. Proposed Work Previous inspections of Shaft No. 28 recommended the following proposed improvements:

• Repairs to the interior lining of shaft structure; • Installation of new vent; and, • Minor site restoration.

Access to Shaft No. 28 would require excavation and support of the asphalt pavement, sub base, and soil during working hours. Outside of working hours, the shaft opening would be covered with heavy duty steel plates. The existing shaft cover would be removed and stored on-site to be replaced after the completion of the work activities. Once the staging area is in place and traffic measures such as signage for lane closures have been implemented to divert traffic around the construction area, the temporary heavy duty steel plates would be removed, and the shaft opening would be secured with temporary guard railing for safety reasons and to prevent debris from entering the shaft. A crane or hoist would be positioned over the shaft opening to allow for the proposed work within the shaft, including the removal of the corroded interior surface of cast iron lining by scaling, cleaning the brick and mortar lining, and then coating both the cast iron and brick and mortar lining with epoxy mortar. The scaling would be disposed at an appropriate waste disposal site. A new vent would also be installed. Within 15 days of completion of the work activities, the materials used for the staging area would be removed from the site, the existing cover would be reinstalled, and the roadway would be restored to its pre-construction condition. Work at Shaft No. 28 would occur for up to three months during the period between September 2008 and September 2009. The peak daily number of workers on-site daily is estimated to be ten working in one shift (7:00 a.m. to 6:00 p.m. Monday to Friday). Trucks used to deliver materials and remove debris are estimated to be an average of two trucks per day. This site is not proposed as a construction access location or ventilation shaft for the in-tunnel rehabilitation work. Impact Analysis The following sections describe the potential for environmental effects resulting from the proposed on-site activities at Shaft No. 28 for each relevant technical area below. No significant adverse impacts are anticipated as a result of the proposed work at this site. Land Use, Zoning, and Public Policy The site is located along the centerline of Amsterdam Avenue, in Manhattan. The immediate area surrounding the site is urban, consisting mainly of dense residential and commercial land, located approximately 45 feet away on both sides of the street. During the proposed work, land use on a small area surrounding the shaft would change temporarily in terms of the overall level of activity

June 2007 5-106 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities

occurring at the shaft location. Potential impacts of proposed construction activities would be temporary and confined within the staging area. No potentially significant adverse impacts to land use as a result of the proposed work are anticipated. Historical Resources Architectural Resources Proposed improvements at Shaft No. 28 would involve minor modifications that would alter the character of the shaft. Since Shaft No. 28 is eligible for listing on the National and State Registers of Historic Places, NYCDEP would coordinate its plans for all proposed rehabilitation work with the NYSOPRHP. Prior to construction, the Secretary of the Interior’s Standards for the Treatment of Historic Properties would be utilized to ensure the retention of the historic character of the structure. By following the recommendations and implementing the requirements of the NYSOPRHP, NYCDEP would ensure that no potential significant adverse impacts to the historic character of the NCA and associated structures occur. Traffic and Parking The construction activities would temporarily (up to three months) affect traffic flow on Amsterdam Avenue. Pedestrian and traffic maintenance measures such as signage, traffic control, andtemporary lane closures have been approved by OCMC. Work activities at Shaft No. 28 would require the use of the two middle lanes of Amsterdam Avenue for a total length of 150 feet. Parking lanes on both sides of Amsterdam Avenue surrounding the shaft would be utilized to divert traffic lanes during work activities. Within the roadbed, the existing stripes between the two eastbound and westbound lanes would be removed, a 4-inch solid white stripe would be added on either side, and traffic cones would be set up to direct traffic around the shaft. Back-up vehicles with truck-mounted attenuators and flashing arrow sign units would be parked in both the eastbound and westbound lanes closest to the shaft, and cautionary and directional construction signs would be posted on the adjacent sidewalks to direct traffic around the detour. Proposed work activities would be temporary, lasting up to three months, and are therefore not anticipated to have a potential significant adverse impact to traffic flow and pedestrian movement in the area. 5.3.33 Shaft No. 29 The New Croton Aqueduct Shaft No. 29 is a below-grade structure in the City of New York, New York. The shaft is located along the centerline of Amsterdam Avenue in Manhattan. The immediate area surrounding the site is urban, consisting mainly of dense residential and commercial land, located approximately 45 feet away on each side of the street. Proposed Work Previous inspections of Shaft No. 29 recommended the following proposed improvements: • Repairs to the interior lining of shaft structure; and, • Minor site restoration.

Access to Shaft No. 29 would require excavation and support of asphalt, sub base and soil, together with covering up the opening with heavy duty steel plates outside of working hours. The existing shaft cover would be removed and stored on-site to be replaced after the completion of the work activities. Once the staging area is in place and traffic measures have been implemented to divert traffic around the construction area, the existing shaft cover would be removed and the shaft opening would be secured with temporary guard railing for safety reasons and to prevent debris from entering the shaft. A crane or hoist would be positioned over the shaft opening to allow for the proposed work within the shaft, which would include the removal of the corroded interior surface of cast iron lining by scaling, cleaning the brick and mortar lining, and then coating both the cast iron and brick and mortar lining

Environmental Assessment Form 5-107 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

with epoxy mortar. The scaling would be disposed at an appropriate waste disposal site. Within 15 days of completion of the proposed improvements, the materials used for the staging area would be removed from the site, the existing cover would be reinstalled, and the roadway would be placed to its pre-construction condition. Work at Shaft No. 29 would occur for up to 3 months during the period between September 2008 and September 2009. The peak daily number of workers on-site daily is estimated to be ten working in one shift (7:00 a.m. to 6:00 p.m. Monday to Friday). Trucks used to deliver materials and remove debris are estimated to be an average of two trucks per day. Impact Analysis The following sections describe the potential for environmental effects resulting from the proposed on-site activities at Shaft No. 29 for each relevant technical area below. No significant adverse impacts are anticipated as a result of the proposed work at this site. Land Use, Zoning, and Public Policy The site is located along the centerline of Amsterdam Avenue in Manhattan. The immediate area surrounding the site is urban, consisting mainly of dense residential and commercial land, located approximately 45 feet away on each side of the street. During the proposed work, land use on a small area surrounding the shaft would change temporarily in terms of the overall level of activity occurring at the shaft location. Potential impacts of proposed construction activities would be temporary and confined within the staging area. No potentially significant adverse impacts to land use as a result of the proposed work are anticipated. Historical Resources Architectural Resources Proposed improvements at Shaft No. 29 would involve minor modifications that would alter the character of the shaft. Since Shaft No. 29 is eligible for listing on the National and State Registers of Historic Places, NYCDEP would coordinate its plans for all proposed rehabilitation work with the NYSOPRHP. Prior to construction, the Secretary of the Interior’s Standards for the Treatment of Historic Properties would be utilized to ensure the retention of the historic character of the structure. By following the recommendations and implementing the requirements of the NYSOPRHP, NYCDEP would ensure that no potential significant adverse impacts to the historic character of the NCA and associated structures occur. Traffic, Parking and Pedestrians The construction activities would temporarily affect traffic flow through Amsterdam Avenue. Pedestrian and traffic maintenance measures have been approved by OCMC, including signage, traffic control, and temporary road closures. Proposed improvements within the shaft would require the use of the two middle lanes of Amsterdam Avenue for a total length of 150 feet. Parking lanes on both sides of Amsterdam Avenue surrounding the shaft would be utilized to divert traffic lanes during the proposed work activities. Within the roadbed, the existing stripes between the two eastbound and westbound lanes would be removed, a 4-inch solid white stripe would be added on either side, and traffic cones would be set up to direct traffic around the shaft. Back-up vehicles with truck-mounted attenuators and flashing arrow sign units would be parked in both the eastbound and westbound lanes closest to the shaft, and cautionary and directional construction signs would be posted on the adjacent sidewalks to direct traffic around the detour. Construction activities would be temporary, lasting up to 3 months, and are therefore not anticipated to have a potential significant adverse impact to traffic flow and pedestrian movement in the area. 5.3.34 Shaft No. 33 Shaft No. 33 is on Convent Avenue, in the Borough of the Manhattan, New York. Shaft No. 33 is entirely below grade, covered on the surface by sidewalk and street within the City's right-of-way. Shaft No. 33 is situated near the City College of New York campus and adjacent to the 135th Street

June 2007 5-108 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities

Gatehouse, which is currently not in use. The site is zoned residential and is surrounded by the City College of New York. Annunciation Park is located 200 feet away. Proposed Work Previous inspections of Shaft No. 33 during the initial phase of the project (Contract CRO-333) indicated that the shaft was in good condition and did not require any improvements. However, Shaft No. 33 is proposed as a main access location for personnel, equipment, and materials into the Aqueduct to perform the in-tunnel rehabilitation work within the Manhattan pressurized portion of the Aqueduct. Shaft No. 33 would also be used as a ventilation exhaust location for the temporary Aqueduct ventilation system required for the duration of the in-tunnel rehabilitation work. Access to the shaft would require the closure of a portion of West 135th Street, between Convent Avenue and Amsterdam Avenue, and the sidewalks adjacent to the shaft location. A portion of the sidewalk and pavement above the shaft would be excavated, and three precast concrete beams which form the roof of the chamber to the shaft would be removed. The staging area surrounding the shaft would be surrounded by a chain link fence mounted on concrete Jersey barriers. The total area required for staging around the shaft would be approximately 0.12 acre (5,000 square feet). During construction, stationary equipment at the shaft would include a 35-ton mobile crane and a changing facility equipped with lockers and toilets. Upon removal of the shaft pressure cover, at least one of the beams would be temporarily replaced in position so as to reduce the size of the opening, and a steel grating would be placed over the shaft opening to allow for exhaust ventilation from the Aqueduct. The shaft cover would remain open during the in-tunnel work periods, but would be screened to prevent unauthorized entry following the shaft improvement work and to allow for ventilation exhaust throughout the duration of the in-tunnel rehabilitation work. Once the rehabilitation work is completed and the shaft is no longer needed for in-tunnel construction access and ventilation purposes, the existing cover would be put back into place over the shaft opening, the construction staging equipment and temporary construction fencing would be removed from the site, and the sidewalk and roadway would be restored to pre-construction conditions. For the period of Aqueduct rehabilitation, Shaft No. 33 would be a major activity center. Work would occur for the entire duration of the in-tunnel rehabilitation work from September 2008 to September 2009. The peak daily number of workers entering the Aqueduct to perform rehabilitation work, daily is estimated to be 25 working in one shift (7:00 a.m. to 6:00 p.m. Monday through Friday). Trucks used to deliver materials and remove debris are estimated to be an average of five trucks per day. This site would also be used as a ventilation shaft for exhaust ducting for the in-tunnel rehabilitation work. Impact Analysis The following sections describe the potential for environmental effects resulting from the proposed on-site activities at Shaft No. 33 for each relevant technical area below. No significant adverse impacts are anticipated as a result of the temporary construction period proposed at this site. Land Use, Zoning, and Public Policy The site is located partly beneath the sidewalk and partly beneath the road of the intersection of West 135th Street and Convent Avenue, near the City College of New York campus and adjacent to the 135th Street Gatehouse, which is currently not in use. The site is zoned residential and is surrounded by the City College of New York. Annunciation Park is located 200 feet away. During the proposed work, land use on a small area surrounding the shaft would change temporarily in terms of the overall level of activity occurring at the shaft location to provide construction access for the in-tunnel rehabilitation work. Potential impacts of proposed construction activities would be temporary and

Environmental Assessment Form 5-109 June 2007 New Croton Aqueduct Rehabilitation and Inspection Program: CEQR No. 06DEP018U Contract CRO-334

confined within the staging area. No potentially significant adverse impacts to land use as a result of the proposed work are anticipated. Historical Resources Architectural Resources Proposed improvements at Shaft No. 33 would involve minor modifications that would alter the character of the shaft. Since Shaft No. 33 is eligible for listing on the National and State Registers of Historic Places, NYCDEP would coordinate its plans for all proposed rehabilitation work with the NYSOPRHP. Prior to construction, the Secretary of the Interior’s Standards for the Treatment of Historic Properties would be utilized to ensure the retention of the historic character of the structure. By following the recommendations and implementing the requirements of the NYSOPRHP, NYCDEP would ensure that no potential significant adverse impacts to the historic character of the NCA and associated structures occur. Open Space The site is located near to Annunciation Park, a small (0.25 acre) New York City Park. The park is located over 200 feet from the shaft location and the 135th Street Gatehouse interrupts the line-of- sight from the shaft to the park. The temporary (September 2008 to September 2009) construction activities proposed for this location are not anticipated to have a potential significant adverse impact on the use of the park. Traffic and Parking The construction activities would temporarily affect traffic flow through W. 135th Street. Proposed pedestrian and traffic maintenance measures, such as signage for temporary street and sidewalk closures have been approved by OCMC. A portion of West 135th Street between Amsterdam Avenue and Convent Avenue would be temporarily closed to traffic for the duration of the construction period (approximately 4.5 months). Convent Avenue between West 135th Street and West 140th Street would be closed to traffic between 8 a.m. and 6 p.m. Monday through Friday, except for buses. The bus stops along Convent Avenue would remain in service. A portion of the sidewalks adjacent to 135th Street and Convent Avenue would also be closed during the rehabilitation work, and cautionary and directional construction signs would be posted along the sidewalks to direct traffic around the detour. A pedestrian path would be provided, and traffic would be rerouted in accordance with recommendations of the NYCDOT. Vehicular access to an existing lot on the west side of Convent Avenue, south of the 135th Street Gatehouse would be maintained. No potential significant adverse impacts are anticipated to occur. Air Quality During the period when work would be done in the tunnel, Shaft No. 33 would be used to control air flow and maintain air quality suitable for workers throughout the tunnel. Air from within the tunnel would be released at Shaft No. 33. Expelled air may have trace amounts of pollutants from the small equipment used within the tunnel for rehabilitation. However, since air within the tunnel would meet OSHA work standards, pollutant levels in exhaust air are not anticipated to be significant. In addition, the area immediately surrounding the shaft would be inaccessible to the public during this phase. Therefore, no potential significant adverse impacts associated with this exhaust source are anticipated. Noise Shaft No. 33 site is located within the City of New York in a busy roadway intersection in Manhattan. Noise sensitive receptors in the vicinity of the access shaft include a high school (approximately 100 feet from the site) and an adjacent park. The City prohibits construction activity from 6:00 p.m. to 7:00 a.m. on weekdays and from 4:00 p.m. and 10:00 a.m. on weekends unless a variance is obtained. Construction beyond normal working hours is subject to certain conditions and restrictions. The proposed work however, is anticipated to occur on weekdays between 7:00 a.m. and 6:00 p.m. All

June 2007 5-110 Environmental Assessment Form Section 5.0 – Environmental Analyses for NCA Shafts and Other Related Above-Ground Facilities approvals, permits, and variances would be secured as necessary prior to the commencement of construction activities. In all work at the site, construction equipment powered by internal combustion engines would be equipped with a properly maintained exhaust muffler. Also, air powered equipment would be fitted with pneumatic exhaust silencers. All equipment used on site would meet the sound level standards mandated in the City’s noise code and applicable federal regulations. Noise generated at the access shaft sites would primarily be associated with the movement of material into and out of the tunnel. The greatest noise sources are motorized equipment used in the process. However, the use of noisy equipment would be intermittent, occurring for short periods. Although the noisiest equipment at the shaft site are capable of generating instantaneous maximum noise levels of 77 dBA at the school, the hourly Leq noise level is expected to be much less because the duty cycle of equipment is expected to be less than 10 percent. Noise generated at this site would be temporary and intermittent during the construction period. Although the potential increases in noise levels are likely to be intrusive, they would be intermittent and temporary so that no potential significant adverse impacts from noise are anticipated. After construction, the shaft would be reinstated to its pre-construction conditions.

Environmental Assessment Form 5-111 June 2007

APPENDIX A

HAZARDOUS MATERIALS PHASE IASSESSMENT

Environmental Assessment Form June 2007

APPENDIX B

NEW YORK NATURAL HERITAGE PROGRAM INITIAL RESPONSE AND THREATENED,ENDANGERED,& SPECIES OF SPECIAL CONCERN SURVEY

Environmental Assessment Form June 2007

APPENDIX C

COASTAL ZONE POLICY/ WATERFRONT REVITALIZATION ASSESSMENT

Environmental Assessment Form June 2007