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FORDHAM UNVIERSITY AND CREW TEAM PROJECT NYSDEC 2-6006-00050

Ecological and Environmental Assessment and Permitting

EcoAssessment, LLC 18 Maple Ave., Tarrytown, NY 10591 845-222-6135 [email protected]

Fordham University Sailing and Crew Team Facility Project Joint Application

TABLE OF CONTENTS

SECTION Cover Letter

Table of Contents

A Joint Application: NYSDEC, NYSDOS, NYSOGS, USACE, Permission to Inspect

B NYSDEC Supplement D 2, Perimeter Plan, NYSDOS FCAF

C Location Maps: Section NOAA Chart 12366, USGS Base Map, Survey of 3341 Country Club Rd., Bronx, NY 10465

D Narrative and Work Plan: Project Design Consideration, Environmental Enhancement and Educational Opportunities, Construction Sequence

E Engineering Drawings, Perimeter Drawing (to scale), Survey (to scale)

F Short Environmental Assessment Form

G 12$$௅10)6(VVHQWLDO)LVK+DELWDW$VVHVVPHQW:RUNVKHHW

H Natural History Summary

I Literature Cited and Reviewed

Appendices: 1 Letter from Sr. Teresa Barton, CND, Principal Villa Maria Academy 2 Dimensions for sailing dinghies: 420 and International FJ 3 Concrete Float System 4 Typical sailing dinghies in cradles, on float. 5 Helical pile cutsheets 2.875” and 3.5” 6 NYC Dept of City Planning WRP NYC CAF 7 NYS OPRHP and NYC Landmarks Commission letters 8 Property Owners with water rights within 300 feet of 3341 Country Club Rd. 9 NYC BSA Special Permit Resolution 2019-7-BZ 10 Phase I, Phase II, CHASP, NYCDEP Letter 11 Photographs of 3341 Country Club Rd., Bronx, NY SECTION

A

JOINT APPLICATION

NYSDEC 2-6006-00050 NYSDOS USACE

NYSDEC Permission to Inspect

SECTION

B

NYSDEC Supplement D-2 Facility Perimeter Plan

NYSDOS FCAF NYSDOS FCAF Supplement

  1 P-001    1  AS SHOWN 7/2/21 ##-##-X-### 0   XX-XXX        

PERIMETER FACILITY

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  BRONX, NY

PERIMETER LAYOUT

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FORDHAM UNIVERSITY  WATERFRONT CENTER DOCK

       

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     

    914.747.1120 ▪ Valhalla, NY 10595 ▪ C. MELE E. TUJAK-WEISS M. MOSLEY 500 Summit Lake Drive   

New York State Department of State Coastal Zone Management Program Section C Supplemental Information

Fordham Sailing and Crew Teams Facility Project 3341 Country Club Rd. Bronx, NY 10465

Applicant Fordham Waterfront Holdings, LLC Fordham University Bronx, NY

NYSDOS Application No. NYSDEC ID# 2-6006-00050 USACE (number unassigned)

Timothy K. Judge EcoAssessment, LLC Agent for the Applicant

Page 1 of 5 Policy 1 Restore, revitalize, and redevelop deteriorated and underutilized waterfront areas for commercial, industrial, cultural, recreational, and other compatible uses.

The property at 3341 Country Club Rd., Bronx, the former Westchester Country Club Land Association (WCCLA), was significantly damaged during hurricane Sandy in 2012. The WCCLA did not have the financial resources to return the property to its pre-Sandy condition. The purchase and donation of the property by an alumnus to Fordham University for use by the sailing and crew teams will require that the existing, dilapidated pier be removed and replaced with a pier in its original configuration. The replacement pier and the restoration and rehabilitation of the buildings on the property is designed to meet the Community Risk and Resiliency Act. This project continues the historic recreational use of the property.

Policy 2 Facilitate the siting of water dependent uses and facilities on or adjacent to coastal waters.

Fordham University is committed to returning this property to a useful condition and one that promotes sailing and rowing for the students and the community.

Policy 3 Further develop the State's major ports of Albany, Buffalo, New York, Ogdensburg, and Oswego as centers of commerce and industry, and encourage the siting, in these port areas, including those under the jurisdiction of State public authorities, of land use and development which is essential to, or in support of, the waterborne transportation of cargo and people.

The location of the Fordham Sailing and Crew Teams Facility is within the jurisdictional boundaries of the Port Authority of New York and New Jersey and will not have an impact on commercial waterborne transportation activities.

Policy 7 Significant coastal fish and wildlife habitats will be protected, preserved, and where practical, restored so as to maintain their viability as habitats.

Reviews of expected species for this location using mapper platforms based on data from the New York State Department of Environmental Conservation Natural Heritage Program, and from the National Oceanic and Atmospheric Administration - National Marine Fisheries Service (NOAA – NMFS) do not show protected or critical habitat for terrestrial or aquatic species. During the concept design process, a priority was given to keeping all in water structures away from a small patch of Cord grass (Spartina alternaflora) on the neighboring property. Fordham University will be installing an Osprey (Pandion haliaetus) nesting platform on the lands underwater deeded to the neighboring property to the north. Additionally, Fordham University

Page 2 of 5 will make its location available to the Billion Oyster Project for hanging cages for Oyster (Crassostrea virginica) as either adults or splats.

Policy 11 Buildings and other structures will be sited in the coastal area so as to minimize damage to property and the endangering of human lives caused by flooding and erosion.

The two story stucco building was damaged during Hurricane Sandy. The rehabilitation and repurposing of the building for the Fordham Sailing and Crew Teams will be compliant with all applicable regulations of the NYC Department of Buildings Neither the footprint, exterior envelope or height of the building will be changed. The external stairs to the second story will be reconfigured to have a 90º turn and be parallel to the building. This is being done to facilitate access to the pier and docks. The current first story will be altered to fully comply with current flood zone regulations, and as such, will serve as only a storage area for sailing equipment. The equipment, such as , booms and running are exposed to water in normal use and will not be damaged by exposure to high tide events, storm surges or flooding. The design will allow flooding and the ebbing of water through the first story. All mechanicals and utilities currently located on the first story will be moved to the second floor in compliance with best design for resiliency practices. The Design Flood Elevation (DFE) of 19 ft. is two feet below the second story at 21feet. The second floor will be used for team meetings and provide desk space for the coaches of the teams.

Policy 12 Activities or development in the coastal area will be undertaken so as to minimize damage to natural resources and property from flooding and erosion by protecting natural protective features including beaches, dunes, barrier islands and bluffs.

The replacement of the pier and the addition of concrete floats for storage and launching sailing dinghies, and launching rowing shells, will reduce the energy of waves approaching from the south. This will play a role in protection of the cord grass (Spartina alternaflora) area north of the pier.

Policy 17 Non-structural measures to minimize damage to natural resources and property from flooding and erosion shall be used whenever possible.

Not applicable.

Page 3 of 5 Policy 22 Development when located adjacent to the shore will provide for water-related recreation whenever such use is compatible with reasonably anticipated demand for such activities, and is compatible with the primary purpose of the development.

The replacement of the pier and the land side restoration of the existing buildings will return this property to the historic use as a center for water based recreation by providing a permanent facility for the Fordham University’s Sailing and Crew teams.

Policy 25 Protect, restore or enhance natural and man-made resources which are not identified as being of statewide significance, but which contribute to the overall scenic quality of the coastal area.

The property at 3341 Country Club Rd. is not listed as or eligible to be considered a New York State or Federal Historic Resource. The New York City Landmarks Commission also found the property not to be of historical or archaeological significance.

Policy 32 Encourage the use of alternative or innovative sanitary waste systems in small communities where the costs of conventional facilities are unreasonably high, given the size of the existing tax base of these communities.

The property was not connected to the municipal sanitary waste system, instead used a septic system. Based on the Phase 1 and 2 investigations and the approved Construction Health and Safety Plan, the septic tank will be cleaned, filled with sand or crushed stone and abandoned. The building will be connected to the City of New York sanitary waste system as part of the rehabilitation of the buildings.

Policy 37 Best management practices will be utilized to minimize the non-point discharge of excess nutrients, organics and eroded soils into coastal waters.

There are no significant sources of organic materials on site that could discharge into coastal waters. Storm water will be allowed to go to ground through the use of permeable surfaces where practical, or will be collected and discharged to the sanitary system as per New York City Department of Environmental Protection.

Page 4 of 5 Policy 41

Land use or development in the coastal area will not cause national or State air quality standards to be violated

The boiler will be similar to that used for a single family home. No significant sources of air pollution will be generated.

Policy 43 Land use or development in the coastal area must not cause the generation of significant amounts of acid rain precursors: nitrates and sulfates.

No significant NOx or SOx emission will be generated from any activities at this site.

Policy 44 Preserve and protect tidal and freshwater wetlands and preserve the benefits derived from these areas.

The pier is within the intertidal zone. The removal of the wood pilings and 515 sf of concrete spread footings will be beneficial. The substrate in the near shore and intertidal zone is primarily rocky coble and larger rock formations. There is no evidence submerged aquatic vegetation in the immediate area of the pier.

Page 5 of 5 SECTION

C

Location Maps Section of NOAA Chart 12366 USGS Base Map Survey of 3341 Country Club Rd. . Fordham University Sailing and Crew Teams Facility

Author:

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Coordinate System: NAD 1983 StatePlane New York East FIPS 3101 Feet Projection: Transverse Mercator Datum: North American 1983 False Easting: 492,125.0000 False Northing: 0.0000 Central Meridian: -74.5000 Scale Factor: 0.9999 Latitude Of Origin: 38.8333 Units: Foot US 2,0001,000 0 2,000 Feet Service Layer Credits: NOAA / NOS Special Projects / Office of Coast Survey Westchester Country Club 40°50'28.31"N x 73°48'56.00"W

EcoAssessment, LLC January 2017 Not to Scale Base Map USGS

USGS The National Map: National Boundaries Dataset, National Elevation Dataset, Geographic Names Information System, National Hydrography Dataset, National Land Cover Database, National Structures Dataset, and National Transportation Dataset; U.S. Census Bureau - TIGER/Line; HERE Road Data

SECTION

D

Narrative and Work Plan: Project Design Considerations Environmental Enhancement and Educational Opportunities Construction Sequence Narrative and Work Plan

Project Design Considerations

The operations of the sailing and crew teams are distinctly different and have some requirements in common. The designs considered had to meet the specific needs of both the sailing and crew teams, be mindful of the environmental footprint and conscious of the costs of the project.

The original design concept was to build a ramp, gangway and float for the crew team (a.k.a. crew team dock) along the property border to the north. A second separate ramp, gangway and float was to be installed between the crew team dock and the existing pier for launching the sailing dinghies. Finally, to store the dinghies, the existing pier was to be replaced and floats were added. This configuration would require disturbing three distinct areas of intertidal zone and the bottom substrate and be built close to the cord grass on the neighboring property to the north. Furthermore, the launching of the sailing dinghies would require moving them across the exposed substrate at low tide. None of these options were sustainable. Drawing S-01 shows the original alternative, and Drawings S-02 the revised alternative and S-03 the revised alternative with bathymetry.

Page 1 of 7   3 S-001   1

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 ORIGINAL ALTERNATIVE 

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 

                   SITE PLAN REVISED ALTERNATIVE

 





 



 





                    914.747.1120 Briarcliff Manor, NY 10510 MS. X MS. X MS. X 555 Pleasantville Road       3 S-00   RI

 XXXXXXX ##-##-X-### 0  XX-XXX      



 

    SITE PLAN REVISED ALTERNATIVE

 



(WITH BATHYMETRIC SURVEY)



 



 





                    914.747.1120 Briarcliff Manor, NY 10510   MS. X MS. X MS. X              555 Pleasantville Road    The design that is presented in this application returns the damaged existing pier to its previous length and adds 400 sf to the existing deck so that sailing dinghies with their masts stepped and rigged, and the crew shells can be moved to the floats on the north side of the pier for launching.

The Fordham Sailing team fleet is made up of two classes of collegiate sailing dinghies: 420’s

(13.78 ft) and International F Js, (13.22 ft) and these boats are used for both practice and racing

(see Appendix 2). These boats are transported for launching on hand dollies with their masts and rigging deployed. The additional 400 sf of deck will allow the boats to avoid the overhangs of the main building and access the gangway to the launching floats with their masts and rigging in place.

The Fordham Crew teams race in eight-rower and four-rower shells. These shells are typically sixty-two feet in length for the eight-rowers shell and forty-four feet for the four-rowers shells.

The sixteen foot wide floats are required to accommodate the storage of eighteen sailing dinghies secured in cradles. The sailing team practices in both classes of dinghies in the fall from early

September until just before the Thanksgiving break. The spring season is from mid-March through the end of the academic year in mid-May. The team needs to be able to quickly launch the boats because practice is limited by sunset and student’s academic schedules. The sailing dinghies are not approved for sailing after sunset for safety reasons. Launching the full fleet of thirty-six boats from land is simply not possible given the time constraints.

The float on which the gangway lands serves as a launching platform. The float will have a low profile along the side away from the pier. This facilitates the launching of the crew shells and allows the student athletes to safely board the shells. This float will also allow the sailing team

Page 2 of 7 to launch the sailing dinghies stored on land at the same time as the dinghies stored in their cradles on the other floats. Appendix 3 is a typical drawing of these concrete floats and

Appendix 4 is a photograph of sailing dinghies in a typical cradle on a float.

Design for Resiliency

The deck of the pier is designed to minimize the uplifting forces of storm and tidal surges. Every tenth board of the deck is a grate, and all boards will be set with a half inch gap between boards to allow water to pass through. The boards will be a marine grade “Trex” lumber, that does not swell and maintains the half inch gap between boards. In order to minimize the deflection of the board, the deck joists will be set at 12” on center, requiring more fasteners for each board, further securing the decking from uplifting forces during storm surges and extreme high tides

Additionally, the deck will sit proud of and secured to the pilings using lap joints, as per the detail cross section on drawing 7.

The two-story stucco building was damaged during Hurricane Sandy. The rehabilitation and repurposing of the building for the Fordham Sailing and Crew Teams will be compliant with all applicable codes and regulations of the NYC Department of Buildings

Neither the footprint, exterior envelope nor the height of the building will be changed. The external stairs to the second story will be reconfigured to have a 90º turn and be parallel to the building. This is being done to facilitate access to the pier and floats.

The current first story will be altered to fully comply with current flood zone regulations, and as such, will serve as only a storage area for sailing equipment. The equipment, such as rudders, booms and are exposed to water in normal use and will not be damaged by

Page 3 of 7 exposure to high tide events, storm surges or flooding. The design will allow flooding and the ebbing of water through the first story.

All mechanicals and utilities currently located on the first story will be moved to the second floor in compliance with best design for resiliency practices.

The Design Flood Elevation (DFE) of 19 ft. is two feet below the second story at 21 feet. The second floor will be used for team meetings and provide desk space for the coaches of the teams.

Page 4 of 7 Environmental Enhancement and Educational Opportunities

As an educational institution, Fordham University recognizes the added value a waterfront facility is to it mission to educate students and the greater community. The floats will be available to hold oyster cages as part of the Billion Oyster Project that has been working to restore the oyster’s role in the ecosystem of the greater New York Harbor Estuary. The Billion

Oyster Project has worked with local Pre-K through 12 schools and colleges and universities throughout the metropolitan area. Local educational institutions can integrate ecologically based programs that support value added curricula in the disciplines of Science, Technology,

Engineering and Mathematics (STEM) using both the Osprey cam and as part of the Billion

Oyster Project.

The use of wildlife cams is widespread and has proven effective at both the K through 12 and higher education levels in increasing student engagement and active participation. Edelman and

Edelman (2017) show that students who had engaged in projects using remote sensing had greater retention of ecological concepts and were invested in learning more. The use of Mobile

Application Development for Science (MAD Science) has developed student interest and comfortability with applying technology and increased interest in pursuing careers in the STEM fields (Heggen et. al 2012).

Fordham students studying education at both the undergraduate and levels can develop and present lessons in STEM using both the Osprey cam and the data collected on oyster growth and gain practical experience teaching.

Page 5 of 7 CONSTRUCTION SEQUENCING

The dilapidated pier will be removed primarily from a crane barge, and the deck area that abuts the main building (two-story stucco structure) will be removed from the shore side.

In order to accomplish the removal of the deck and the spread footings under the deck and the cantilevered portion of the main building, a temporary ramp will be installed at the north end of and parallel to the bulkhead. This will be used during the demolition, removal and installation of the deck and the pier.

Once the temporary ramp is installed, work will begin on removing the existing pier starting at the end and working shoreward. Concurrently, the deck and timbers will be removed.

Temporary supports will be installed to shore up the portions of main building that cantilever beyond the sea wall. Once the temporary shoring is in place, the old concrete spread footings will be broken up and removed to land for disposal. Additionally, there are abandoned concrete spread footings that will also be removed and disposed. All waste will be contained in roll off containers on board the work barge or on land, and will be disposed of in accordance with all

Federal, State and Local regulations.

Once the area has been cleaned up, helical pile installation will begin. The helical piles have a significantly smaller footprint than spread footings and can be installed in the constrained area under the cantilever of the main building (see Appendices 5 and 6). Once all the helical piles for the building have been installed the temporary shoring will be removed. Additional helical piles will be installed to support the new deck and once the installation is completed the temporary access ramp will be dismantled.

Page 6 of 7 The 52 piles for the pier will be 26” diameter steel pipe with a nominal wall of 1/2 inch. These piles will be vibrated into place and will be capped with a steel bracket or tenon to hold the wood decking beams of the pier. Deck joists will be placed every 12” on center and will support a marine grade “Trex” synthetic lumber. Deck boards will be gapped with ½” space between the boards. Every tenth board will be a ¼” square fiberglass grate. The combination of attachment, 12” on center joist, and synthetic marine grade boards gapped at ½” with periodic grates allows water to pass through the deck during storm events and tidal surges. This design was developed with consideration of the New York State Community Risk and Resiliency Act

(CRRA).

The sequencing of the construction is depicted in drawings 2 through 11 is as follows

1. Installation of the temporary ramp. 2. Removal of the existing decking and pier. 3. Installation of the new steel pipe pilings (proceeding from the farthest seaward point towards land). 4. Installation of temporary building shoring. 5. Removal of the existing spread footing in use and abandoned concrete spread footings. 6. Installation of helical piles to support the building 7. Removal of temporary shoring. 8. Installation of additional helical piles for the deck. 9. Completion of the deck installation. 10. Removal of temporary ramp.

Page 7 of 7 SECTION

E

Engineering Drawings

Facility Perimeter Drawing (to scale) Survey of 3341 Country Club Rd. (to scale)

Full size to scale drawings are attached to hard copy of the Joint Application package sent to: NYSDEC, NYSDOS, USACE   11 CVR   1 NONE 7/2/21 ##-##-X-### 0 XX-XXX                               COVER SHEET                  

AVE RD

OUTLOOK PL AVE

AVE BAY SHORE BAY AVE

ST PL

AVE DR

AVE DR AVE

CAMPBELL BAY VIEW BAY AVE

DEAN

DR AGAR

LIBRARY POLO CLARENCE

LUCERNE REED PL AVE

RADIO RESEARCH AVE

AVE WILCOX STADIUM PL

AVE   STADIUM PL

PL BARKLEY

CLUB LOHENGRIN VINCENT OHM DR

AVE

PARSIFAL THROGMORTON KENNELLWORTH  

RANDOLPH

ELLSWORTH 695 COUNTRY VALHALLA AVE

RE

ROBERTSON AVE

SPENCER FAIRMOUNT

SIEGFRIED PL FAIRFAX AVE

AMPE BAISLEY

RAWLINGS PL KEARNEY AVE 

LOGAN PL

MCDONOUGH DWIGHT PL CONNELL

GRISWOLD

VD

L BLVD

95 L

LAYTON BLVD AVE

AVE RD

AVE AVE REENE

AVE AVE G

AVE EDISON OTIS

 

VE AVE A AVE

AVE AVE ST

AVE AVE CROSBY ST

HOBART MEYERS

HASKIN ST

AVE 95

AVE HOLLYWOOD BAISLEY MERRY AVE

AVE AVE CALHOUN AVE REVERE

RT PAINE AVE BA AVE AVE

ST GILLESPIE CORNELLPL BRADFORD

CROSBY DANIEL PLYMOUTH AVE

AVE EDISON

AVE

AVE

AVE

EDISON

VE

A PURITAN

AVE

PILGRIM MAYFLOWER LASALLE

AVE MAYFLOWER CODDINGTON

AVE WHITTEMORE

HARRINGTON

PL

B TREMONT ELLISON

IB ISON

UDLEY

URY

EBLING

L BERTS ITLAND

LETTE LMAN LETOWN

IAM D

HUTCH L

O

A L

O U T

L D

P E RB   914.747.1120 Valhalla, NY 10595 C. MELE E. TUJAK-WEISS M. MOSLEY 500 Summit Lake Drive      11 S-001   2

 AS SHOWN 7/2/21 ##-##-X-### 0 XX-XXX        WITH BATHYMETRIC SURVEY EXISTING GENERAL PLAN (1 OF 3)            914.747.1120 Valhalla, NY 10595 C. MELE E. TUJAK-WEISS M. MOSLEY        500 Summit Lake Drive      11 S-002    3   AS SHOWN 7/2/21  ##-##-X-### 0    XX-XXX       



   

GENERAL PLAN (2 OF 3)                    

           





 

  

 

 



 

    

   

               914.747.1120 Valhalla, NY 10595 C. MELE E. TUJAK-WEISS M. MOSLEY 500 Summit Lake Drive     

 

 

   

 

 

  

         

    XX-XXX S-003 500 Summit Lake Drive Valhalla, NY 10595 914.747.1120  4 11   C. MELE 1" =10'-0"  7/2/21 E. TUJAK-WEISS  GENERAL PLAN (3 OF 3)        M. MOSLEY      ##-##-X-### 1 

     

                                       

   

  

            

 

   

 

  

   

    XX-XXX S-004

500 Summit Lake Drive Valhalla, NY 10595 914.747.1120  5 11

C. MELE   AS SHOWN  7/2/21 E.TUJAK-WEISS ELEVATION    WITH FLOOD DATA  M. MOSLEY          ##-##-X-### 1   

         

     

  

   

 

  



         1. BATTERED HELICAL PILES NOT SHOWN FOR CLARITY IN SECTION C. SEE   GENERAL PLAN SHEETS FOR LOCATIONS. 2. COMPOSITE DECKING SHALL BE TREX 1" X 6" NOMINAL OR APPROVED EQUAL.

  3. FIBERGLASS GRATING SHALL BE 1"X6" NOMINAL OR APPROVED EQUAL.      4. ALL TIMBER SHALL BE SOUTHERN PINE NO.1 GRADE.     5. ALL TIMBER PRESERVATIVE TREATMENT SHALL CONFORM TO AWPA  STANDARD REQUIREMENTS.  6. ALL TIMBER SURFACES THAT ARE EXPOSED FROM CUTTING OR DRILLING SHALL BE TREATED IN ACCORDANCE WITH AWPA M4.

7. SEE GENERAL PLAN FOR WIDTH OF PIER. WIDTH WILL VARY FROM 8'-0" MIN. TO 10'-0" MAX.

8. THE SAMPLE STEEL PIPE GUIDE CONNECTION OF      CONCRETE FLOATING SAILING DOCK TO 26 X-STRONG STEEL PIPE PILES            SHALL BE AS SHOWN OR SIMILAR PER BELLINGHAM MARINE MANUFACTURING RECOMMENDATION OR APPROVED EQUAL.

3 9. HANDRAIL CABLES SHALL BE STAINLESS STEEL GRADE 316L, 16" DIAMETER.  

    XX-XXX S-005

500 Summit Lake Drive Valhalla, NY 10595 914.747.1120  6 11   C. MELE 1" = 3'-0"  7/2/21 E. TUJAK-WEISS PIER CROSS SECTIONS     M. MOSLEY          ##-##-X-### 0 

                  

      

       

                              

                                                     

              

           

                                            

            XX-XXX S-006

500 Summit Lake Drive Valhalla, NY 10595 914.747.1120 7 11   C. MELE AS SHOWN  7/2/21 E.TUJAK-WEISS SECTIONS AND HANDRAIL DETAIL     M. MOSLEY          ##-##-X-### 0    

   

   

           

  

   

 

  



 

        

   

    XX-XXX S-007

500 Summit Lake Drive Valhalla, NY 10595 914.747.1120 8 11   C. MELE AS SHOWN  7/2/21 E.TUJAK-WEISS TIMBER LEDGE DETAIL     M. MOSLEY          ##-##-X-### 0  

        

    



          

  

 



 



    XX-XXX CON-001 500 Summit Lake Drive Valhalla, NY 10595 914.747.1120  9 11   C. MELE 1/4" =1'-0"  7/2/21 E. TUJAK-WEISS  CONSTRUCTION SEQUENCE (1 OF 3)        M. MOSLEY      ##-##-X-### 0     

 

 

 

 

  

   

  

    

    



 

 



    XX-XXX CON-002 500 Summit Lake Drive Valhalla, NY 10595 914.747.1120  10 11   C. MELE 1/4" =1'-0"  7/2/21 E. TUJAK-WEISS  CONSTRUCTION SEQUENCE (2 OF 3)        M. MOSLEY      ##-##-X-### 0   11 CON-003    11   AS SHOWN 7/2/21  ##-##-X-### 0    XX-XXX       



 

  

     CONSTRUCTION SEQUENCE (3 OF 3)                  

            



 

 

 

  

 

 

 

 

  

     

    

 

                    914.747.1120 Valhalla, NY 10595 C. MELE E. TUJAK-WEISS M. MOSLEY 500 Summit Lake Drive    SECTION

F

Short Environmental Assessment Form

SECTION

G

NOAA National Marine Fisheries Service Essential Fish Habitat Assessment Worksheet Greater Atlantic Regional Fisheries Office: Section 7 Endangered Species Act Worksheet WLWOH KWWSVZZZKDELWDWQRDDJRYDSSOLFDWLRQHIKPDSSHULQGH[KWPO

()+'DWD1RWLFHEssential Fish Habitat (EFH) is defined by textual descriptions contained in the fishery management plans developed by the regional Fishery Management Councils. In most cases mapping data can not fully represent the complexity of the habitats that make up EFH. This report should be used for general interest queries only and should not be interpreted as a definitive evaluation of EFH at this location. A location-specific evaluation of EFH for any official purposes must be performed by a regional expert. Please refer to the following links for the appropriate regional resources.

Greater Atlantic Regional Office Atlantic Highly Migratory Species Management Division

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Degrees, Minutes, Seconds: Latitude = 40º50'28" N, Longitude = 74º11'14" W Decimal Degrees: Latitude = 40.84, Longitude = -73.81

The query location intersects with spatial data representing EFH and/or HAPCs for the following species/management units.

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Please note under "Life Stage(s) Found at Location" the category "ALL" indicates that all life stages of that species share the same map and are designated at the queried location.

()+ Lifestage(s) Data Species/Management Management Show Link Found at FMP Caveats Unit Council Location Amendment Eggs 14 to the Winter Flounder Juvenile New England Northeast Larvae/Adult Multispecies FMP Amendment 2 to the Juvenile Northeast Little Skate New England Adult Skate Complex FMP Amendment Juvenile 3 to the Atlantic Herring New England Adult Atlantic Herring FMP Amendment 14 to the Adult Pollock New England Northeast Juvenile Multispecies FMP

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Lifestage(s) Data Species/Management Management Show Link Found at FMP Caveats Unit Council Location Amendment Adult 14 to the Red Hake Eggs/Larvae New England Northeast /Juvenile Multispecies FMP Amendment Adult 14 to the Larvae Windowpane Flounder New England Northeast Eggs Multispecies Juvenile FMP Amendment 2 to the Adult Northeast Winter Skate New England Juvenile Skate Complex FMP Amendment 10 to the 2006 Sand Tiger Shark Neonate/Juvenile Secretarial Consolidated HMS FMP: EFH Larvae Summer Eggs Flounder, Scup Mid-Atlantic Juvenile Scup, Black Adult Sea Bass Atlantic Mackerel, Juvenile Squid,& Longfin Inshore Squid Adult Mid-Atlantic Butterfish Eggs Amendment 11 Atlantic Eggs Mackerel, Larvae Squid,& Atlantic Mackerel Mid-Atlantic Juvenile Butterfish Adult Amendment 11 Adult Bluefish Mid-Atlantic Bluefish Juvenile Atlantic Eggs Mackerel, Larvae Squid,& Atlantic Butterfish Mid-Atlantic Adult Butterfish Juvenile Amendment 11

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()+$UHDV3URWHFWHGIURP)LVKLQJ No EFH Areas Protected from Fishing (EFHA) were identified at the report location.

Spatial data does not currently exist for all the managed species in this area. The following is a list of species or management units for which there is no spatial data. **For links to all EFH text descriptions see the complete data inventory: open data inventory --> All spatial data is currently mapped for this region

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RI 30 SECTION

H

Natural History Summary Natural History Marine Environment

The Fordham Sailing and Crew Teams Facility is along the Western shore of Eastchester Bay, across from City Island, New York. The section of the Bronx is a highly developed and is located in a residential zone and the property next door to an educational institution, Villa Maria

Academy.

The benthic substate is largely rocky with some areas of pebble and cobble along the shorelines.

Most of the properties along Country Club Rd. in the Bronx that face Eastchester Bay have sea walls or bulkhead at the land- water interface.

The National Oceanic and Atmospheric Administration – National Marine Fisheries Service

(NOAA - NMFS) Essential Fish Habitat (EFH) Mapper and the Greater Atlantic Regional

Fisheries Office (GARFO) Section 7 Endangered Species Act (ESA) Mapper were both consulted for Federally regulated marine species. Additionally, the State of New York

Department of Environmental Conservation (NYSDEC) Environmental Assessment Form

Mapper was also consulted.

While no rare, threatened, or endangered species were noted in the NYSDEC EAF Mapper, the

GARFO Section 7 ESA Mapper lists only two species that could, though unlikely, occur. Both

Atlantic sturgeon (Acipenser oxyrinchus) and Shortnose sturgeon (Acipenser brevirostrum) are known to move through Long Island Sound during migrations (Savoy 2004). While these species do migrate between the Hudson, Housatonic, and Connecticut rivers through Long Island

Sound, it is unlikely that replacement of the existing pier would have any negative impact on the movements of either Shortnose or Atlantic sturgeon. Based on research by Buckley and Kynard

Page 1 of 4 (1985), Dadswell (1979) and Savoy (2004) Shortnose sturgeon are more typically found in freshwater and along the margins of the saltwater wedge in estuaries.

Atlantic sturgeon are an anadromous species and spend significant time in salt water environments between spawning events (salinities 25 to 35 ppt). While Atlantic sturgeon were recovered from net tows in less than 10 meters depth, they are typically found in depths from 10 to 50 meters (Stein et.al. 2004).

Several species of fish were noted in the NOAA-NMFS EFH mapper that were also found in a

2019 multi-site community based fish species inventory of the East River (Park et.al. 2020).

Included in the inventory was the area where the East River connects to Western Long Island

Sound. This sampled zone generally encompassed Little Bay east to Fort Totten Park and is approximately 3.6 miles SSE of the Fordham project location. A review of the NMFS Technical

Memorandum and NMFS EFH species descriptions for the fish listed in the EFH Mapper and the

East River fish inventory was conducted. Seven species noted in the NOAA-NMFS EFH

Mapper were not found in the East River inventory. Of the forty-five species of fish found in the

East River inventory only eight were noted in the NOAA-NMFS EFH Mapper. Table 1 also includes nine species that would not be expected based upon benthic substrate preferences of those species.

The intertidal zone and marine bottom of the Fordham project site is characterized by coarse sands, cobble, and large parental rocks. A review of data collected and managed by the Unified

Water Study of Save The Sound showed no eel grass (Zostera marina) beds in the Tier 1

Page 2 of 4 Quantitative Macrophyte study of Eastchester Bay, and a visual assessment of the pier location at low tide does not show any submerged macrophytic aquatic vegetation.

Present within the intertidal zone are Stonehair (Blidingia minima), Sea lettuce (Ulva lactuca),

Sputnik weed (Codium fragile), Rockweed (Fucus spiralis) and Bladder wrack (Ascophyllum nodosum).

Large colonies of Barnacles (Semibalanus balanoides) and numerous Common periwinkle

(Littorina littorea) were noted on the existing pilings, concrete spread footings and naturally occurring rocks. Shells of both Blue mussel (Mytilus edulis) and Bank mussel (Geukensia demissa) were seen around the existing pier on the beach. Also noted were shells of Oyster

(Crassostrea virginica), and Common slipper shell (Crepidula fornicata) and of Horseshoe crab

(Limulus polyphemus). See Table 2

Avian Community

Osprey (Pandion haliaetus), a migratory raptor listed as a species of special concern in New

York, had established a nest on the existing, damaged pier. The team working on the Fordham

Sailing and Crew Teams Facility Project had discussed removing the unoccupied nest with

NYSDEC Region 2 staff in 2019, and when it became apparent that no work would be done on the pier in 2020, the decision was made to leave the nest for the 2020 breeding season. Because of the pandemic, visits to the project were limited and breeding success was not determined. The

NYSDEC was notified on February 4th, 2021 that the unoccupied Osprey nest would be removed. The Osprey returned to the nest site in early April and immediately started to rebuild.

These new sticks were also removed, no eggs were present, and a small wooden “A-Frame” was

Page 3 of 4 installed in the location of the nest to prevent the placement of any new sticks. The Osprey subsequently established a new nest to the south of the Fordham site.

The Fordham team has received permission from the Villa Maria Academy, the neighboring property to the North, to place a nesting platform atop a piling behind the school on lands underwater granted to the school. A letter, with the original signature, from Sister Teresa

Barton, the principal of Villa Maria Academy granting permission to place the Osprey platform is in Appendix 1. The Osprey platform will be equipped with T style perches, and a web cam that will feed to the Villa Maria Academy and Fordham University for use in biology and environmental education classes. The construction of platform will follow the recommendations of Richard Bierregaard (pers. comm.) and those in Poole (1989).

During visits to the project site beginning in December 2016 all birds on or approximate to the property were noted. A listing of the observed species and general status is listed in Table 3.

Conclusion

While there will be short term disturbance to the immediate marine environment at the project location during the construction, we believe there will be minimal long term impacts and these will be outweighed by the benefits of this project to Fordham University and the greater community.

Page 4 of 4 SECTION

I

Literature Cited and Reviewed Literature Cited and Reviewed

Literature Cited: Able, K.W., J.P. Manderson, and A.L. Studholme (1998) The Distribution of Shallow Water Juvenile Fishes in an Urban Estuary: The Effects of Manmade Structures in the Lower Hudson River. Estuaries 21(4B): p. 731-744 Buckley, J. and B. Kynard (1985) Yearly Movements of Shortnose Sturgeons in the Connecticut River. Transaction of the American Fisheries Society 114: p. 813-820 Dadswell, M.J. (1979) Biology and population characteristics of the Shortnose sturgeon Acipenser brevirostrum LeSuer 1818 (Osteichthyes: Acipenseridae), in the Saint John River Estuary, New Brunswick Canada. Canadian Journal of Zoology 57: p. 2186-2210 Edelman, A.J. and J.L. Edelman (2017) An Inquiry-based Approach to Engaging Undergraduate Students in On-campus Conservation Research Using Camera Traps. Southeastern Naturalist 16 (Special Issue 10: The Outdoor Classroom) p. 58-69 Heggen, S., O. Omokaro, and J. Payton (2012) MAD Science: Increasing Engagement in STEM Education through Participatory Sensing. UBICOMM 2012: The Sixth International Conference on Mobile Ubiquitous Computing, Systems, Services and Technologies. p. 87-96 Park, Peter J, C.D. Girgenti, I.G. Del Bello, C.M. Tobitsch, D.M. Gorsen, K.C. Stanner, D. Van Horn, K.C. Wilding, L.F. Gonzalez, J.R. Wu, J.J. Adams, E.J. Reeve, M.E. Bender, C. Bowser, M.K. Turrin, and T. Lake (2020) New York City East River Fish Species Inventory and Emergence of a Unique Fish Community Science Network. Urban Naturalist No.38 p: 1-27 Poole, Alan (1989) Ospreys: A Natural and Unnatural History Cambridge University Press Cambridge. 270 pages. Savoy, T.F. (2004) Population Estimate and Utilization of the Lower Connecticut River by Shortnose Sturgeon. American Fisheries Society Monograph 9 p: 345-352 Stein, A.B., K.D. Friedland and M. Sutherland (2004) Atlantic Sturgeon Marine Distribution and Habitat Use along the Northeastern Coast of the United States. Transaction of the American Fisheries Society 113: p. 527-537

Page 1 of 3 Literature Reviewed:

Abel, D.C. and R.D. Grubbs (2020) Shark, Biology and Conservation. John Hopkins University Press, Baltimore, MD., 430 pages. Briggs, P.T. and J.S. O’Connor (1971) Comparison of shore-zone fishes over naturally and vegetated and sand-filled bottoms in Great South Bay. New York Fish and Game Journal Vol. 18 p. 15-41 Comyns, B.H. and G.C Grant (1993) Identification and distribution of Urophycis and Phycis (Pisces, Gadidae) larvae and pelagic juveniles in the U.S. Middle Atlantic Bight. Fishery Bulletin U.S. 91: p 210-223 Davis, N., G.R. Van Blaricom and P.K. Dayton (1982) Man-Made Structures on Marine Sediments: Effect on Adjacent Benthic Communities. Marine Biology 70: p. 295-303 Kells, V. and K. Carpenter (2011) A Field Guide to Costal Fishes from Maine to Texas. John Hopkins University Press. Baltimore, MD., 447pages. Kerckhof, F, S. Degraer, A. Norro, and B. Rumes (2011) Offshore intertidal hard substrata: a new habitat promoting non-indigenous species in the Southern North Sea: an exploratory study. In: Degraer, S., Brabant, R., and B. Rumes (eds) Offshore Windfarms in the Belgian Part of the North Sea: Selected findings from the baseline and targeted monitoring. Brussels: Belgian Institute of Natural Sciences, Operational Directorate Natural Environment, Marine Ecology and Management Section. Chapter 4 p 27-37 Kneebone, J, J. Chisholm and G. Skomal (2014) Movement patterns of juvenile sand tiger (Carcharias taurus) along the east coast of the USA. Marine Biology 161: p. 1149-1163 Laroche, J.L., and J. Davis (1973) Age, Growth, and Reproduction of the Northern (Sphoeroides maculatus) Fishery Bulletin 71(4): p. 955-963 Lopez, M., G. Puggioni, and D.A. Bengtson (2016) First assessment of the field ecology of larval Atlantic silversides (Menidia menidia). Fishery Bulletin 114: p. 435-444 McBride, R.S. (2002) Spawning, growth, and overwintering size of searobins (Triglidae: Prionotus carolinus and P. evolans). Fishery Bulletin 100: p. 641-647 Musick, J.A. (1974) Seasonal Distribution of sibling hakes, Urophycis chuss and U. tenuis (Pisces, Gadidae) in New England. Fishery Bulletin 72(2): p.481-495 Olla, B.L., A.J. Bejda, and A.D. Martin (1975) Activity, movements, and feeding behavior of the Cunner, Tautogolabrus adspersus, and comparison of food habits with young tautog, Tautoga onitis, off Long Island, New York. Fishery Bulletin 73(4): p. 895-900

Page 2 of 3 Literature Reviewed (Cont.): Peterson, R.H., P.H. Johansen and L. Metcalfe (1980) Observations on early life stages of the Atlantic tomcod Microgadus tomcod. Fishery Bulletin 78(1): p. 147-158 Rothermel, E.R., M.T. Balazik, J.E. Best, M.W. Breece, D.A. Fox, B.I. Gahagan, D.E. Haulsee, A.L. Higgs, M.H.P. O’Brien, M.J. Oliver, I.A. Park, and D.H. Secor (2020) Comparative migration ecology of striped bass and Atlantic sturgeon in the US Southern mid-Atlantic bight flyway. PlosOne 17 June https://doi.org/10.1371/journal.pone.0234442 Valenti, J.L., T.M. Grothues, and K.W. Able (2017) Estuarine Fish Communities along a Spatial Urbanization Gradient. Journal of Costal Research, Special Issue: Comprehensive Assessment of Barnegat Bay-Little Egg Harbor, New Jersey. 78 p. 254-268

Page 3 of 3 Appendix

1

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3

Appendix

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5 A B

HELIX

SINGLE

LEAD

EXTENSION

HELIX

TRIPLE

AT 45°

TIP CUT

EXTENSION

SHEET 1 OF SHEET

ASSEMBLY

TYPICAL PILE

4 4

PROPRIETARY AND CONFIDENTIAL THIS IN CONTAINED INFORMATION THE OF PROPERTY SOLE THE IS DRAWING ANY INC. MANUFACTURING, IDEAL REPRODUCTION IN PART OR AS A WRITTEN WITHOUT WHOLE PERMISSION OF IDEAL PROHIBITED. IS INC. MANUFACTURING,

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278276

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ICC-ES AC358 - REPORT #ESR-3750

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4

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4/3/2020 4/7/2020

DETAIL

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16

2 7/8" O.D. X O.D. 7/8" 2 & EXTENSIONS LEADS HELICAL W.T. 0.276"

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8

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ALL UNITSIN INCHES U.N.O.

7

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DRAWN AP CHECKED LRS INC. MANUFACTURING, IDEAL PARKWAY 999 PICTURE 14580 WEBSTER, NY 800-789-4810 | WWW.IDL-GRP.COM

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8

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IDEAL PART # PART IDEAL ABREVIATIONS: 278 = SHAFT DIAMETER 276 = SHAFT WALL THICKNESS = EXTENSION EXT =FE FLIGHTED EXTENSION DOUBLE, SINGLE, = QH DH, TH, SH, TRIPLE, OR QUAD. HELIX [L] = LENGTHSHAFT FEET IN (EXAMPLE: 7' = 7) [D] = HELIX DIAMETER(S) INCHES IN 10" (EXAMPLE: = 10) X = (SEPARATES HELIX DIAMETER(S) [T] = HELIX THICKNESS 1/2" (EXAMPLE: = 12) GALVANIZEDG =

D¹

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D¹

QUIREMENTS OFQUIREMENTS ATSM A572, 50. GRADE

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(EX: 278276FESH[L][D¹]X[T]G) (EX:

-1

1 1

= 9 FT

t

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[L]

TAPERED TO IMPROVE INSTALLATION CAPABILITIES. TIMES (3) IS THREE EXTENSIONS FLIGHTED ON HELIX LEADING OF SPACING THE DIAMETER OF THE LAST HELIX ON THE PRECEDING SHAFT. THICKNESS IS 1/2". WITH AWS D1.1 STRUCTURAL WELDING CODE - STEEL. AVAILABLE. AND (2) 3/4" GALVANIZED HEAVY HEX NUT A194 (GRADE ASTM 2H). AC358 (IDEAL REPORT #ESR-3750) CRITERIA ACCEPTANCE FOR HELICAL FOUNDATION SYSTEMS AND DEVICES.

MAXIMUM MAXIMUM 10,000TORQUE NOT TO EXCEED FT-LBS. ULTIMATE CAPACITY IS 90 TORQUE RATIO OF k KIPS BASED ON A CAPACITY TO

NOTES: 1.2. PILE SHAFT OR TO MEET OF REQUIREMENTS ASTM A500,EXCEED 80 KSI. 3. STEEL OR TO MEET PLATE RE EXCEED ALL HELICES ARE FORMED BY PRESS DIE. LEADING EDGE OF HELICES ARE 4. HELIX SPACING THREE IS (3) TIMES THE DIAMETER OF THE LOWER HELIX. 5. STANDARD HELIX DIAMETERS ARE 8", 10", 12", & 14". STANDARD HELIX 6. ALL WELDING TO BE PERFORMED BY CERTIFIED WELDOR IN ACCORDANCE 7. HOT DIP GALVANIZING PER ASTM A153/ASTM A123. STEEL IS BARE ALSO 8. (2) 3/4" DIAMETER X 4 1/2" LONG GALVANIZED HEX HEAVY BOLT ASTM A325 9. PILE HELICAL ASSEMBLIES MANUFACTURED ACCORDANCEIN WITH ICC-ES

A B A B

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AT 45°

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⁴

PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED INTHIS OF PROPERTY SOLE THE IS DRAWING ANY INC. MANUFACTURING, IDEAL REPRODUCTION IN PARTAS OR A WRITTEN WITHOUT WHOLE PERMISSION OF IDEAL PROHIBITED. IS INC. MANUFACTURING,

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15

2

ALL UNITSIN INCHES U.N.O.

(EX: 312300DH[L][D¹D²]X[T]G)

1

P

3

0.300 W.T. 0.300

DRAWN AP CHECKED LRS INC. MANUFACTURING, IDEAL 999 PICTURE PARKWAY 14580 WEBSTER, NY WWW.IDL-GRP.COM 800-789-4810 |

D¹

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(EX: 312300SH[L][D¹]X[T]G)

(TYP)

2

1

6

[L]

2 2

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IDEAL PART # PART IDEAL ABREVIATIONS: 312 = SHAFT DIAMETER 300 = SHAFT THICKNESS WALL = EXTENSION EXT =FE FLIGHTED EXTENSION DOUBLE, SINGLE, = QH DH, TH, SH, TRIPLE, OR QUAD. HELIX [L] = LENGTHSHAFT IN FEET (EXAMPLE: 7' = 7) [D] = HELIX DIAMETER(S) INCHES IN (EXAMPLE: 10" = 10) X = (SEPARATES HELIX DIAMETER(S) [T] = HELIX THICKNESS (EXAMPLE: 1/2" = 12) GALVANIZEDG =

D¹

D²

COUPLING

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DOUBLE (DH) HELIX

FLIGHTED EXTENSION FLIGHTED

(EX: 312300FEDH[L][D¹D²]X[T]G) (EX:

D¹

QUIREMENTS OF QUIREMENTS OF A572, 50. ATSM GRADE

SINGLE HELIX (SH)

FLIGHTED EXTENSION FLIGHTED

-1

(EX: 312300FESH[L][D¹]X[T]G) (EX:

1 1

= 7 FT

t

EXTENSION

[L]

(EX: 312300EXT[L]G) (EX:

TAPERED TO IMPROVE INSTALLATION CAPABILITIES. TIMES (3) THREE IS EXTENSIONS FLIGHTED ON HELIX LEADING OF SPACING THE DIAMETER OF THE LAST HELIX ON THE PRECEDING SHAFT. THICKNESS 3/8" OR IS 1/2". WITH AWS D1.1 STRUCTURAL WELDING CODE - STEEL. AVAILABLE. AND (2) 3/4" GALVANIZED HEX HEAVY NUT ASTM A194 (GRADE 2H). AC358 (IDEAL REPORT #ESR-3750) CRITERIA FOR ACCEPTANCE HELICAL FOUNDATION SYSTEMS AND DEVICES.

MAXIMUM MAXIMUM 17,200TORQUE NOT TO EXCEED FT-LBS. ULTIMATE CAPACITY IS 120.4TO TORQUE RATIO OF k KIPS BASED ON A CAPACITY

NOTES: 1.2. PILE SHAFT OR TO MEET OF A500,REQUIREMENTS EXCEED ASTM 80 KSI. 3. RE TO OR EXCEED STEEL MEET PLATE ALL HELICES ARE FORMED BY PRESS DIE. LEADING EDGE OF HELICES ARE 4. HELIX. LOWER (3) OF THE THE THREE IS DIAMETER TIMES SPACING HELIX 5. STANDARD HELIX DIAMETERS ARE 8", 10", 12", & 14". STANDARD HELIX 6. ALL WELDING TO BE PERFORMED BY CERTIFIED WELDOR IN ACCORDANCE 7. HOT DIP GALVANIZING PER ASTM A153/ASTM A123. ALSO STEEL IS BARE 8. (2) 3/4" DIAMETER X 5 1/2" LONG GALVANIZED HEAVY HEX BOLT ASTM A325 9. PILE HELICAL ASSEMBLIES MANUFACTURED IN ACCORDANCE WITH ICC-ES

A B Appendix

6

1of 3

Waterfront Revitalization Program Consistency Assessment Form Supplemental Analysis and Information Policy 1: Support and Facilitate commercial and residential redevelopment in areas well- suited to such development. 1.2 Encourage non-industrial development with uses and design features that enliven the waterfront and attract the public. The rebuilding and enhancement of the pier, the addition of floating docks and the rehabilitation of the existing structures for the Fordham Sailing team will continue the historic use of the property. 1.3 Encourage redevelopment in the Coastal Zone where public facilities and infrastructure are adequate or will be developed. The property is the former location of the Westchester Country Club Land Association, and was damaged during hurricane Sandy. The rebuilding and enhancement of the pier addition of the floating docks and the rehabilitation of the existing structures will return the property to a useful condition.

Policy 2: Support water-dependent and industrial uses in New York City coastal areas that are well-suited to their continued operation. 2.4 Provide infrastructure improvements necessary to support working waterfront uses. The proposed rebuilding and enhancement of the pier, the addition of floating docks and the rehabilitation of the existing structures will enable the continued historic use of the property with a focus of recreational boating.

Policy 3: Promote use of New York City’s waterways for commercial and recreational boating and water dependent transportation. 3.1 Support and encourage in-water recreational activities in suitable locations. The Fordham sailing team will practice and hold regattas on Eastchester Bay. 3.2 Support and encourage recreational, educational and commercial boating in New York City’s maritime centers. The Fordham sailing team practices and competes in Eastchester Bay against collegiate teams from up and down the eastern seaboard, including local collegiate teams.

Policy 4: Protect and restore the quality and function of ecological systems within the New York City Coastal area. 4.3 Promote designated Significant Coastal Fish and Wildlife Habitats. Part of the proposal that will be made to the New York State Department of Environmental Conservation 2of 3

(NYSDEC), the United States Army Corps of Engineers (USACE) and to the National Oceanic and Atmospheric Administrations (NOAA), National Marine Fisheries Service (NMFS), is to erect a an Osprey (Pandion haliaetus) platform adjacent to the pier on a stand-alone piling. Immediately north of the Fordham site, is a small patch of cord grass (Spartina alternaflora) along the shore in the intertidal zone. The addition of the floating concrete docks will reduce the wave action on the northern side (leeward of prevailing wind) of the docks and may help to reduce the impacts of wave energy on the patch of Spartina. (See Google Earth image of adjacent cord grass area.) After reviewing design options for the dock and floats it was decided to have a single ramp to launch the sailing dinghies and rowing shells as part of the pier rather than have a separate crew dock, and a launching ramp for the sailing dinghies, in addition to the pier with floats for the sailing team. (see attached drawings Alternative Site Plans sheets 1 through 3) The revised design will limit impacts to the substrate and the benthic habitat, and provide a greater buffer between the pier and the small patch of cord grass.

Policy 5: Protect and improve water quality in the New York City coastal area. 5.3 Protect water quality when excavating or placing fill in navigable waters and in or near marshes, estuaries, tidal marshes, and wetlands. The only in water fill will be the placement of pilings. As the existing dock has many “sistered” pilings, the removal and replacement of the pilings will reduce the total number of piles.

Policy 6: Minimize loss of life, structures, infrastructure, and natural resources caused by flooding and erosion, and increase resilience to future conditions created by climate change. 6.1 Minimize losses from flooding and erosion by employing non-structural and structural management measures appropriate to the site, the use of the property to be protected, and the surrounding area. The deck is being designed to minimize the uplifting forces of storm and tidal surges. Every tenth board of the deck is a grate, and all boards will be set with a half inch gap between boards to allow water to pass through. The boards will be a marine grade “Trex” lumber, that does not swell and maintains the half inch gap between boards. In order to minimize the deflection of the board, the deck joists will be set at 12” on center, requiring more fasteners for each board, further securing the decking from uplifting forces during storm surges and extreme high tides Additionally, the deck will sit proud of and secured to the pilings using s lap joints, as per the detail cross section drawing labeled Section and Details sheet 1

6.2 Integrate consideration of the latest New York City projections of climate change and sea level rise (as published in New York City Panel on Climate Change 2015 Report, Chapter 2: 3of 3

Sea Level Rise and Costal Storms) into the planning and design of projects in the city’s Coastal Zone. The two story stucco building was damaged during Hurricane Sandy. The rehabilitation and repurposing of the building for the Fordham Sailing and Crew Teams will be compliant with all applicable regulations of the NYC Department of Buildings Neither the footprint, exterior envelope or height of the building will be changed. The external stairs to the second story will be reconfigured to have a 90º turn and be parallel to the building. This is being done to facilitate access to the pier and docks. The current first story will be altered to fully comply with current flood zone regulations, and as such, will serve as only a storage area for sailing equipment. The equipment, such as rudders, booms and running rigging are exposed to water in normal use and will not be damaged by exposure to high tide events, storm surges or flooding. The design will allow flooding and the ebbing of water through the first story. All mechanicals and utilities currently located on the first story will be moved to the second floor in compliance with best design for resiliency practices. The Design Flood Elevation (DFE) of 19 ft. is two feet below the second story at 21feet. The second floor will be used for team meetings and provide desk space for the coaches of the teams.

Policy 8: Provide public access to, from, and along New York City’s coastal waters. 8.1 Preserve, protect, maintain, and enhance physical, visual and recreational access to the waterfront. The project will continue the historic use of the property. The rehabilitation of the existing structures, the rebuilding and enhancement of the pier will preserve the historic use of the property. 8.5 Preserve the public interest in and use of lands and waters held in public trust by the State and City. Continuing the historic use of the property by the Fordham Sailing team will foster an interest in sailing and boating by the team, competitors and the general public.

Policy 9: Protect scenic resources significant to historical, archaeological, architectural, and cultural legacy of New York City costal area. 9.1 Protect and improve visual quality associated with New York City’s urban context and the historic and working waterfront. The team will practice and hold sailing regattas on Eastchester Bay. The fleet of 12 or more sailboats is a highly visible use of the waters of Eastchester Bay. 9.2 Protect and enhance the scenic values associated with natural resources. The continued historic use of the property will not alter the appearance of the property, and the addition of a nesting platform for Osprey (Pandion haliaetus) on an adjacent, stand-alone piling promotes the recovery of a once endangered species. ǣ͵͵Ͷͳ‘—–”›Ž—„†Ǥ”‘šʹͲͳͻǦ͹Ǧ͓ʹͲǦͲͳͶ 

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ĂƐĞĚŽŶƚŚĞŝŶĨŽƌŵĂƟŽŶƐƵďŵŝƩĞĚ͕ƚŚĞtĂƚĞƌĨƌŽŶƚKƉĞŶ^ƉĂĐĞŝǀŝƐŝŽŶ͕ŽŶďĞŚĂůĨŽĨƚŚĞEĞǁzŽƌŬŝƚLJŽĂƐƚĂů ŽŵŵŝƐƐŝŽŶ͕ŚĂǀŝŶŐƌĞǀŝĞǁĞĚƚŚĞǁĂƚĞƌĨƌŽŶƚĂƐƉĞĐƚŽĨƚŚŝƐĂĐƟŽŶ͕ĮŶĚƐƚŚĂƚƚŚĞĂĐƟŽŶƐǁŝůůŶŽƚƐƵďƐƚĂŶƟĂůůLJŚŝŶĚĞƌ ƚŚĞĂĐŚŝĞǀĞŵĞŶƚŽĨĂŶLJtĂƚĞƌĨƌŽŶƚZĞǀŝƚĂůŝnjĂƟŽŶWƌŽŐƌĂŵ;tZWͿƉŽůŝĐLJĂŶĚŚĞƌĞďLJĚĞƚĞƌŵŝŶĞƐƚŚĞƉƌŽũĞĐƚĐŽŶƐŝƐƚĞŶƚ ǁŝƚŚƚŚĞtZWƉŽůŝĐŝĞƐ͘

dŚŝƐĚĞƚĞƌŵŝŶĂƟŽŶŝƐŽŶůLJĂƉƉůŝĐĂďůĞƚŽƚŚĞŝŶĨŽƌŵĂƟŽŶƌĞĐĞŝǀĞĚĂŶĚƚŚĞĐƵƌƌĞŶƚƉƌŽƉŽƐĂů͘ŶLJĂĚĚŝƟŽŶĂůŝŶĨŽƌŵĂƟŽŶ ŽƌƉƌŽũĞĐƚŵŽĚŝĮĐĂƟŽŶƐǁŽƵůĚƌĞƋƵŝƌĞĂŶŝŶĚĞƉĞŶĚĞŶƚĐŽŶƐŝƐƚĞŶĐLJƌĞǀŝĞǁ͘

&ŽƌLJŽƵƌƌĞĐŽƌĚƐ͕ƚŚŝƐƉƌŽũĞĐƚŚĂƐďĞĞŶĂƐƐŝŐŶĞĚtZWηϮϬͲϬϭϰ͘/ĨƚŚĞƌĞĂƌĞĂŶLJƋƵĞƐƟŽŶƐƌĞŐĂƌĚŝŶŐƚŚŝƐƌĞǀŝĞǁ͕ƉůĞĂƐĞ ĐŽŶƚĂĐƚŵĞ͘

ĞƐƚ͕ ŽƌLJ

ŽƌLJDĂŶŶ

tĂƚĞƌĨƌŽŶƚWůĂŶŶĞƌ EzWd͘K&/dzW>EE/E' tĂƚĞƌĨƌŽŶƚĂŶĚKƉĞŶ^ƉĂĐĞWůĂŶŶŝŶŐ ϭϮϬZKtz͕ϯϭƐƚ&>KKZͻEtzKZ<͕EzϭϬϮϳϭ dĞŵƉƉŚŽŶĞ͗ϱϯϬϵϬϮϰϱϱϳͮ ĐŵĂŶŶΛƉůĂŶŶŝŶŐ͘ŶLJĐ͘ŐŽǀ

&ƌŽŵ͗dŝŵŽƚŚLJ<:ƵĚŐĞфũƵĚŐĞƚΛĂůƵŵ͘ƌƉŝ͘ĞĚƵх ^ĞŶƚ͗&ƌŝĚĂLJ͕:ƵŶĞϮϲ͕ϮϬϮϬϱ͗ϭϴWD dŽ͗ŽƌLJDĂŶŶ;WͿфDĂŶŶΛƉůĂŶŶŝŶŐ͘ŶLJĐ͘ŐŽǀх Đ͗dƌĂĐŝĞĞŚŶŬĞ;^ͿфƚďĞŚŶŬĞΛďƐĂ͘ŶLJĐ͘ŐŽǀх͖WĂƵůŚĞƐƚĞƌфƉĂƵůΛƚŽŵĂƩƉĂƵůƌĞ͘ĐŽŵх͖&ƌĂŶŬŶŐĞůŝŶŽ фĨƌĂŶŬΛĨĂŶŐĞůŝŶŽůĂǁ͘ĐŽŵх ^ƵďũĞĐƚ͗ZĞ͗ϯϯϰϭŽƵŶƚƌLJůƵďZĚ͘ƌŽŶdž^ϮϬϭϵͲϳͲtZWηϮϬͲϬϭϰ

ŽƌLJ͗

dŚĂŶŬLJŽƵǀĞƌLJŵƵĐŚĨŽƌƚŚĞƋƵŝĐŬƚƵƌŶĂƌŽƵŶĚĂŶĚƚŚĞĐŽŶĮƌŵĂƟŽŶŽĨƚŚĞƌĞǀŝƐĞĚůĂŶŐƵĂŐĞ͘

ƐƌĞƋƵĞƐƚĞĚ͕/ŚĂǀĞƵƉĚĂƚĞĚƚŚĞƐƵƉƉůĞŵĞŶƚĨŽƌƉŽůŝĐLJϲ͘ϮĂŶĚŝƚŝƐĂƩĂĐŚĞĚ͘

ͳ‘ˆ͵ ͹Ȁ͹ȀʹͲʹͲǡͳͲǣͶͺ ǣ͵͵Ͷͳ‘—–”›Ž—„†Ǥ”‘šʹͲͳͻǦ͹Ǧ͓ʹͲǦͲͳͶ 

ŶũŽLJƚŚĞǁĞĞŬĞŶĚ͘

dŚĂŶŬƐ͕

dŝŵ

KŶϲͬϮϲͬϮϬϮϬϰ͗ϱϬWD͕ŽƌLJDĂŶŶ;WͿǁƌŽƚĞ͗ ,ŝdŝŵ͕

ƋƵŝĐŬƵƉĚĂƚĞ͘KƵƌ^ĞŶŝŽƌWůĂŶŶĞƌĂůƌĞĂĚLJƚŽŽŬĂůŽŽŬ͕ĂŶĚLJŽƵƌĚƌĂŌǁŝůůďĞƐƵĸĐŝĞŶƚĨŽƌƚŚĞƉƵƌƉŽƐĞƐ ŽĨŽƵƌƌĞǀŝĞǁ͘ĂŶLJŽƵƉůĞĂƐĞŝŶĐŽƌƉŽƌĂƚĞƚŚĂƚƚĞdžƚŝŶƚŽƚŚĞWŽůŝĐLJϲ͘ϮƌĞƐƉŽŶƐĞĨŽƌLJŽƵƌtZWĐŽŶƐŝƐƚĞŶĐLJ ĂƐƐĞƐƐŵĞŶƚĨŽƌŵĂŶĚƐĞŶĚŝƚďĂĐŬƚŽŵĞ͍/ǁŝůůďĞĂďůĞƚŽƐĞŶĚLJŽƵĂtZWĐŽŶƐŝƐƚĞŶĐLJĚĞƚĞƌŵŝŶĂƟŽŶĂƐ ƐŽŽŶĂƐ/ƌĞĐĞŝǀĞƚŚĂƚ͘

dŚĂŶŬƐ͕ ŽƌLJ

&ƌŽŵ͗dŝŵŽƚŚLJ<:ƵĚŐĞфũƵĚŐĞƚΛĂůƵŵ͘ƌƉŝ͘ĞĚƵх ^ĞŶƚ͗&ƌŝĚĂLJ͕:ƵŶĞϮϲ͕ϮϬϮϬϯ͗ϰϬWD dŽ͗ŽƌLJDĂŶŶ;WͿфDĂŶŶΛƉůĂŶŶŝŶŐ͘ŶLJĐ͘ŐŽǀх Đ͗dƌĂĐŝĞĞŚŶŬĞ;^ͿфƚďĞŚŶŬĞΛďƐĂ͘ŶLJĐ͘ŐŽǀх͖WĂƵůŚĞƐƚĞƌфƉĂƵůΛƚŽŵĂƩƉĂƵůƌĞ͘ĐŽŵх͖&ƌĂŶŬ ŶŐĞůŝŶŽфĨƌĂŶŬΛĨĂŶŐĞůŝŶŽůĂǁ͘ĐŽŵх ^ƵďũĞĐƚ͗ϯϯϰϭŽƵŶƚƌLJůƵďZĚ͘ƌŽŶdž^ϮϬϭϵͲϳͲtZWηϮϬͲϬϭϰ

ŽƌLJ͗

/ƐƉŽŬĞǁŝƚŚƚŚĞƉƌŽũĞĐƚĂƌĐŚŝƚĞĐƚ͕DŝŬĞĂƌůƚŽŶĂďŽƵƚƚŚĞLJŽƵƌƋƵĞƐƟŽŶƌĞŐĂƌĚŝŶŐ ƉƉĞŶĚŝdž'͘

/ĚƌĂŌĞĚƚŚĞĨŽůůŽǁŝŶŐƉĂƌĂŐƌĂƉŚƐĂŶĚǁĂŶƚĞĚLJŽƵƌĂĚǀŝĐĞƚŽƐĞĞŝĨƚŚĞƐĞĂĚĚƌĞƐƐĞĚ ƚŚĞƋƵĞƐƟŽŶ͘

ŽƵůĚLJŽƵƉůĞĂƐĞůĞƚŵĞŬŶŽǁŝĨƚŚŝƐƌĞƐƉŽŶƐĞŝƐǁŚĂƚŶĞĞĚƐƚŽďĞĨŽƌŵĂůůLJ ƐƵďŵŝƩĞĚ͘/ŵƵĐŚĂƉƉƌĞĐŝĂƚĞƚŚĞĂĚǀŝĐĞďŽƚŚLJŽƵĂŶĚdƌĂĐŝĞŚĂǀĞƉƌŽǀŝĚĞĚĂƐƚŚŝƐŝƐ ŶĞǁĨŽƌŵĞ͘

dŚĂŶŬƐ͕

dŝŵ

-- Timothy K Judge EcoAssessment, LLC 250 Highland Ave. Sleepy Hollow, NY 10591 845-222-6135 m [email protected]

ʹ‘ˆ͵ ͹Ȁ͹ȀʹͲʹͲǡͳͲǣͶͺ ǣ͵͵Ͷͳ‘—–”›Ž—„†Ǥ”‘šʹͲͳͻǦ͹Ǧ͓ʹͲǦͲͳͶ 

This email and any files transmitted with it may contain privileged or confidential information. Use, disclosure, copying or distribution of this message by anyone other than the intended recipient is strictly prohibited. If you have received this email in error please notify the sender by reply email and destroy all copies of this message in your possession, custody or control....or a plague of locust will fall upon you, not to mention the lawyers. -- Timothy K Judge EcoAssessment, LLC 250 Highland Ave. Sleepy Hollow, NY 10591 845-222-6135 m [email protected]

This email and any files transmitted with it may contain privileged or confidential information. Use, disclosure, copying or distribution of this message by anyone other than the intended recipient is strictly prohibited. If you have received this email in error please notify the sender by reply email and destroy all copies of this message in your possession, custody or control....or a plague of locust will fall upon you, not to mention the lawyers.

͵‘ˆ͵ ͹Ȁ͹ȀʹͲʹͲǡͳͲǣͶͺ Appendix

7 ANDREW M. CUOMO ROSE HARVEY Governor Commissioner

December 05, 2018

Prof. TIMOTHY JUDGE President EcoAssessment, LLC 250 Highland Ave. Sleepy Hollow, NY 10591

Re: CEQR Fordham Team 3341 Country Club Rd., Bronx, NY 18PR07675

Dear Prof. JUDGE:

Thank you for requesting the comments of the Office of Parks, Recreation and Historic Preservation (OPRHP). We have reviewed the project in accordance with the New York State Historic Preservation Act of 1980 (Section 14.09 of the New York Parks, Recreation and Historic Preservation Law). These comments are those of the OPRHP and relate only to Historic/Cultural resources. They do not include potential environmental impacts to New York State Parkland that may be involved in or near your project. Such impacts must be considered as part of the environmental review of the project pursuant to the State Environmental Quality Review Act (New York Environmental Conservation Law Article 8) and its implementing regulations (6 NYCRR Part 617). Based upon this review, it is the New York State Office of Parks, Recreation and Historic Preservation’s opinion that your project will have no impact on archaeological and/or historic resources listed in or eligible for the New York State and National Registers of Historic Places. If further correspondence is required regarding this project, please be sure to refer to the OPRHP Project Review (PR) number noted above.

Sincerely,

Michael F. Lynch, P.E., AIA Director, Division for Historic Preservation

Division for Historic Preservation P.O. Box 189, Waterford, New York 12188-0189 • (518) 237-8643 • www.nysparks.com ENVIRONMENTAL REVIEW

Project number: BOARD OF STANDARDS AND APPEALS / 19BSA070X Project: 3341 COUNTRY CLUB ROAD Date Received: 1/23/2020

Properties with no Architectural or Archaeological significance: 1) 3341 COUNTRY CLUB ROAD, BBL: 2054090470

1/23/2020

SIGNATURE DATE Gina Santucci, Environmental Review Coordinator

File Name: 34761_FSO_GS_01232020.docx Appendix

8 Properties with Water Rights within 300 feet Of 3341 Country Club Rd, Bronx

OWNERNAME PROPADDRESS and Lot Villa Maria Academy 3833 Country Club Rd., Bronx, NY 10465 5409-475 Claudia Sanders as Co-Trustee 3355 Country Club Rd., Bronx, NY 10465 5409-464 NYC Dept. of Citywide Administrative Services Country Club Rd., Bronx, NY 10465 5409-463 Peter Ruffalo 3391-11 Country Club Rd., Bronx, NY 5409-460 10465 Peter Ruffalo 3391-10 Country Club Rd., Bronx, NY 5409-448 10465

Source: NYC Dept. of City Planning, Map PLUTO 20v6 7/6/2021 Digital Tax Map - New York City Department of Finance

TaxMap Prop 300 ft - Digital Tax Map - New York City Dept. of Finance (7/6/2021)

0 100 200 feet

Copyriyr ght 20212 Thee CiCity off New York

Borough Boundary Condo Flag/Condo Nunber

Tax Block Boundary Air Right Flag/Lot Number

Tax Block Number Subterranean Right Flag/Lot Number

Tax Lot Boundary REUC Flag

Tax Lot Number Under Water Tax Lot Boundary

Condo FKA Tax Lot Number Other Boundary

Tax Lot Dimension Possession Hook

Approximate Tax Lot Dimension Miscelaneous Text

Condo Units Range Label Small Tax Lot Dimension

Building Footprint Surface Water

maps.nyc.gov/doitt/webmap/print.htm?z=9&p=1035241,245828&a=DTM&c=dtm&f=CONDO_RANGE,LOT_FACE_SMALL&s=l:BRONX,5409,470,EV… 1/1 Appendix

9 Note.—This resolution is final but subject to formal revision before publication in the Bulletin. Please notify the General Counsel of any typographical or other formal errors so that corrections may be made before the Bulletin is published.

BOARD OF STANDARDS AND APPEALS

MEETING OF: October 5, 2020 CALENDAR NO.: 2019-7-BZ PREMISES: 3341 Country Club Road, Bronx Block 5409, Lot 470

ACTION OF BOARD — Application granted on condition.

THE VOTE — Affirmative: Chair Perlmutter, Vice-Chair Chanda, Commissioner Ottley-Brown, Commissioner Sheta, and Commissioner Scibetta 5 Negative: 0

THE RESOLUTION —

The decision of the Department of Buildings (“DOB”), dated January 8, 2019, acting on DOB Alteration Type II Application No. 220683259, reads in pertinent part:

“ZR 22-10 - Proposed Educational Training is not permitted in R2 district. Special permit from Board of Standards and Appeals is required.”

This is an application under Z.R. §§ 73-121 and 73-03 to permit, on a site located within an R2 zoning district, a university sailing and rowing club, contrary to Z.R. § 22-10. A public hearing was held on this application on August 13, 2019, after due notice by publication in The City Record, with continued hearings on October 29, 2019, February 25, 2020, April 20, 2020, August 11, 2020, and then to decision on October 5, 2020. Community Board 10, the Bronx, recommends approval of this application. Vice- Chair Chanda, Commissioner Ottley-Brown, and Commissioner Scibetta performed inspections of the Premises and surrounding neighborhood. The Board received four form letters in support of this application. The Premises are located on the east side of Country Club Road, between Campbell Drive and Polo Place, within an R2 zoning district, in the Bronx. With approximately 104 feet of frontage along Country Club Road, 320 feet of depth, and 28,339 square feet of lot area, the Premises are occupied by three one- to two-story non-residential buildings, 18 parking spaces, and a pier and dock extending into the waters of Eastchester Bay. The Board has exercised jurisdiction over the Premises since June 22, 1993, when, under BSA Cal. No. 584-91-BZ, the Board granted a variance, pursuant to Z.R. § 72-21, to permit a swimming pool within 2019-7-BZ

500 feet of a lot line, accessory to an existing not-for-profit club, on condition that landscaping be installed and maintained in accordance with BSA-approved plans; fencing and screening be installed and maintained in accordance with BSA-approved plans; the hours of operation of the proposed pool be limited to 10:00 a.m. to 8:00 p.m. to minimize the noise impact on adjacent residential uses; the conditions appear on the certificate of occupancy; the development, as approved, be subject to verification by the Department of Buildings for compliance with all applicable provisions of the Zoning Resolution, the Administrative Code, and any other relevant laws under the jurisdiction of the Department; and, substantial construction be completed in accordance with Z.R. § 72-23. The Board notes that its determination is subject to and guided by Z.R. § 73-03. The Board notes that pursuant to Z.R. § 73-04, it has prescribed certain conditions and safeguards to the subject special permit in order to minimize the adverse effects of the special permit upon other property and community at large. The Board notes further that such conditions and safeguards shall be incorporated in the building permit and certificate of occupancy of the subject building, and that failure to comply with such conditions or restrictions shall constitute a violation of the Zoning Resolution and may constitute the basis for denial or revocation of a building permit or certificate of occupancy and for all other applicable remedies. As a threshold matter, the Board notes that the site is within the boundaries of a designated area in which the subject special permit is available. The applicant represents that the use is so located as not to impair the character of the surrounding area or its future development as a neighborhood of single-family residences. Specifically, the university use has existed at the Premises for almost 100 years as a form of beach recreation club, and, under the proposed use, will be used under the supervision of Fordham University for its sailing and crew teams. Further, the use of the Premises will principally be seasonal, from September to November and again from March until May for only a few hours of the day, such that the proposed use will be less intensive than the Club’s previous use. The applicant represents that such use is so located as to draw a minimum of vehicular traffic to and through local streets. Specifically, students will travel to and from the Premises by university vans that can carry 8–12 passengers and by doing so minimize the number of cars coming to the site. The existing on-site parking spaces will be adequate to handle both the student practices and any regatta parking, and there will be no parking by the university on the neighborhood streets. Further, no parking or bulk waivers are being requested for the Premises. The applicant therefore represents that the use will not produce an adverse impact on the privacy, quiet, light, and air in the neighborhood, and will not interfere with any approved or pending public improvement project. Accordingly, the Board finds that, under the conditions and safeguards imposed, the hazards or disadvantages to the community at large of the university use are outweighed by the advantages to be derived by the community. In addition, the Board finds that the

2

2019-7-BZ operation of the university will not interfere with any public improvement project. The project is classified as an Unlisted action pursuant to 6 NYCRR, Part 617.2. The Board has conducted an environmental review of the proposed action and has documented relevant information about the project in the Final Environmental Assessment Statement (“EAS”) CEQR No. 19BSA070X, dated October 5, 2020. The EAS documents that the project as proposed would not have significant adverse impacts on Land Use, Zoning and Public Policy; Socioeconomic Conditions; Community Facilities and Services; Open Space; Shadows; Historic and Cultural Resources; Urban Design/Visual Resources; Natural Resources; Hazardous Materials; Water and Sewer Infrastructure; Solid Waste and Sanitation Services; Energy; Transportation; Air Quality; Greenhouse Gas Emissions; Noise; Public Health; Neighborhood Character; or Construction Impacts. The applicant submitted a Waterfront Revitalization Program, within the January 22, 2020, EAS, relating to the rehabilitation of the dock and on-shore structures to accommodate the university sailing and crew program, committing to a promotion of: commercial and residential redevelopment in areas well-suited to such development; water-dependent and industrial uses in New York City coastal areas that are well-suited to their continued operation; the use of New York City’s waterways for commercial and recreational boating and water-dependent transportation; the protection and restoration of the quality and function of ecological systems within the New York City coastal area; protection and improvement of water quality in the New York City coastal area; minimization of loss of life, structures, infrastructure, and natural resources caused by flooding and erosion, and the increase of resilience to future conditions created by climate change; public access to, from, and along New York City’s coastal waters; and, the protection of scenic resources that contribute to the visual quality of the New York City coastal area. By correspondence dated June 29, 2020, the Department of City Planning states that, based on the information submitted, the Waterfront Open Space Division, on behalf of the New York City Coastal Commission, having reviewed the waterfront aspect of this action, finds that the actions will not substantially hinder the achievement of any Waterfront Revitalization Program (WRP) policy and determines the project consistent with the WRP policies. By letter dated December 5, 2018, the New York State Office of Parks, Recreation, and Historic Resources states that the project will have no impact on archaeological and/or historic resources listed in or eligible for the New York State and National Registers of Historic Places. By correspondence dated January 23, 2020, the Landmarks Preservation Commission represents that the proposed project would not result in any potential for significant adverse impacts on historic or cultural resources. By correspondence dated February 25, 2020, the Department of Environmental Protection states, regarding natural resources, that it the proposed work will be outside of the Spartina area; as long as the disturbance during construction is kept outside of the wetland area, it should be okay and DEP has no further comments. Note about

3

2019-7-BZ turbidity curtain use: this site proposes using turbidity curtains during construction, and since this location experiences quite a large tidal range, the curtains may or may not work in containing sediments. If the applicant proceeds with using turbidity curtains, they need to be well anchored or else they will float loose and scour the shore with each tide cycle. To proceed with using or not using turbidity curtains will have to be a judgment call the engineer will have to make after assessing the site condition during construction. By letter dated February 25, 2020, the Department of Environmental Protection states that the September 2018 Phase I report revealed that historical on-site and surrounding area land uses consisted of a variety of residential and commercial uses including a club house, residential dwellings, school, boat house, etc. Regulatory databases identified five spills within 1/8-mile; one underground storage tank site and one aboveground storage tank site within ¼-mile; and, 11 leaking storage tank sites within 1/2-mile of the project site. It should be noted that there is one closed spill at the subject property when an unknown petroleum product was spilled. Based on our review of the submitted documentation, we have the following comments and recommendations to BSA: BSA should inform the applicant that based on the historical on-site and/or surrounding area land uses, a Phase II Environmental Site Assessment (Phase II) is necessary to adequately identify/characterize the surface and subsurface soils of the subject property, and to inform and disclose the measures necessary to avoid impacts from hazardous materials. A Phase II Investigation Protocol/Work Plan summarizing the proposed drilling, soil, groundwater, and soil vapor sampling activities should be developed in accordance with the City Environmental Quality Review Technical Manual and submitted for DEP review and approval. The Work Plan should include blueprints and/or site plans displaying the current surface grade and sub-grade elevations and a site map depicting the proposed soil, groundwater, and soil vapor sampling locations. Soil and groundwater samples should be collected and analyzed by a New York State Department of Health (NYSDOH) Environmental Laboratory Approval Program (ELAP) certified laboratory for the presence of volatile organic compounds (VOCs) by United States Environmental Protection Agency (EPA) Method 8260, semi-volatile organic compounds by EPA Method 8270, pesticides by EPA Method 8081, polychlorinated biphenyls by EPA Method 8082, and Target Analyte List metals (filtered and unfiltered for groundwater samples). The soil vapor sampling should be conducted in accordance with NYSDOH's October 2006 Guidance for Evaluating Soil Vapor Intrusion in the State of New York. The soil vapor samples should be collected and analyzed by a NYSDOH ELAP certified laboratory for the presence of VOCs by EPA Method TO-15. An Investigation Health and .Safety Plan (HASP) should also be submitted for DEP for review and approval. BSA should also instruct the applicant that the Phase II Work Plan and HASP should be submitted for DEP review and approval prior to the start of any fieldwork. By letter dated April 6, 2020, the Department of Environmental Protection states that has reviewed the March 2020 Phase II Work Plan (Work Plan) and the March 2020 Health and Safety Plan (HASP) prepared by Laurel Environmental Associates, Ltd. on behalf of

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2019-7-BZ

Fordham Waterfront Holdings, LLC Based upon our review of the submitted documentation, we have the following comments and recommendations to BSA: Work Plan- BSA should instruct the applicant that the proposed soil, groundwater and soil vapor sampling locations should be individually labeled (e.g., SB-1, GW-1, SV-1, etc.) on Figure 2.0. HASP- BSA should instruct the applicant to include information fact sheets and/or Safety Data Sheets for potential contaminants of concern (VOCs, SVOCs, pesticides, PCBs and heavy metals). BSA should instruct the applicant to include an accident and injury report form. DEP finds the March 2020 Work Plan and HASP for the proposed project acceptable as long as the aforementioned information is incorporated into the Work Plan and HASP. BSA should inform the applicant that upon completion of the investigation activities, the applicant should submit a detailed Phase II report for DEP review and approval. The report should include, at a minimum, an executive summary, narrative of the field activities, laboratory data and conclusions, comparison of soil, groundwater and soil vapor analytical results (i.e., New York State Department of Environmental Conservation (NYSDEC) 6 NYCRR Part 375, NYSDEC Water Quality Regulations and the New York State Department of Health’s October 2006 Guidance for Evaluating Soil Vapor Intrusion in the State of New York), updated site plans depicting sample locations, sampling logs, and remedial recommendations, if warranted. By letter dated June 19, 2020, the Department of Environmental Protection states that has reviewed the May 2020 Phase II Environmental Site Assessment (Phase II) prepared by Laurel Environmental Geoscience, DPC (Laurel) on behalf of Fordham Waterfront Holdings, LLC. DEP concurs with Laurel’s recommendation to clean out the on-site cesspool. BSA should instruct the applicant to submit a site-specific Construction Health and Safety Plan (CHASP) on the basis of possible exposure of both on-site personnel and the surrounding community to contaminants for the proposed construction/renovation project. The CHASP should be submitted for DEP review and approval. Construction/renovation activities should not occur without DEP’s written approval of the CHASP. By letter dated July 24, 2020, the Department of Environmental Protection added that the Montefiore Hutchinson Campus located at 1250 Waters Place is an ambulatory care center and not a hospital; therefore, BSA should instruct the applicant to include a highlighted route to the nearest hospital; and BSA should instruct the applicant to include safety data sheets for potential contaminants of concern. They find the June 2020 CHASP acceptable as long as the aforementioned information is incorporated, and DEP has concluded that with the implementation of the CHASP, the proposed rehabilitation work will be protective of both on-site personnel and the surrounding community. Therefore, DEP has no objection to the issuance of any remaining permits (i.e., Certificate of Occupancy) by the New York City Department of Buildings that is related to this project. On August 4, 2020, the applicant submitted a revised CHASP addressing DEP’s comments. No other significant effects upon the environment that would require an Environmental Impact Statement are foreseeable.

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2019-7-BZ

Accordingly, the Board has determined that the proposed action will not have a significant adverse impact on the environment. Based on the foregoing, the Board has determined that the evidence in the record supports the requisite findings for the special permit pursuant to Z.R. §§ 73-121 and 73-03 and that the applicant has substantiated a basis to warrant exercise of discretion.

Therefore, it is Resolved, that the Board of Standards and Appeals does issue a Negative Declaration prepared in accordance with Article 8 of the New York State Environmental Conservation Law and 6 NYCRR Part 617, the Rules of Procedure for City Environmental Quality Review and Executive Order No. 91 of 1997, as amended, and makes each and every one of the required findings under Z.R. §§ 73- 121 and 73-03 to permit, on a site located within an R2 zoning district, the operation of a university sailing and rowing club, contrary to Z.R. § 22-10, on condition that all work, site conditions and operations shall conform to drawings filed with this application marked “Received September 29, 2020”—six (6) sheets; and on further condition: THAT City, State, and Federal approvals shall be obtained before construction proceeds; THAT the above condition shall appear on the certificate of occupancy; THAT a certificate of occupancy, also indicating this approval and calendar number (“BSA Cal. No. 2019-7-BZ”), shall be obtained within four years and an additional six months, in light of the current state of emergency declared to exist within the City of New York resulting from an outbreak of novel coronavirus disease, by May 4, 2025; THAT this approval is limited to the relief granted by the Board in response to objections cited and filed by the Department of Buildings; THAT the approved plans shall be considered approved only for the portions related to the specific relief granted; THAT the Department of Buildings must ensure compliance with all other applicable provisions of the Zoning Resolution, the Administrative Code and any other relevant laws under its jurisdiction irrespective of plans or configurations not related to the relief granted.

Adopted by the Board of Standards and Appeals, October 5, 2020.

CERTIFICATION

This copy of the Resolution dated October 5, 2020 is hereby filed by the Board of Standards and Appeals dated November 4, 2020

Carlo Costanza Executive Director

6

Appendix

10



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11 East

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