Loading...
HomeMy WebLinkAboutBP20-080SECTIONPERMIT #,,#vI Cqo�oe)o DATE: 40//o/a?V0EXP:ta/jQ42Q2 v • • TYPE OF •' OWNER Allyid Arnn4 O.Akip lnAvuce • • r EST. COST cy), Cno FEE Al Ir • ■l • # FEE DATE INSPECTION RECORD DATE FOOTING FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING RGH PLUMBING GAS SPRINKLER ELECTP.IC LOWVOLT 0 ALARM AS BUILT FINAL f NSP ENVIRONMENTAL FEE PAID: DUE• �1�5��"`��� OTHER APPROVALS OTHER AS-BUtITIFlNAL SURVEY REQUIRED PRIOR TO FINAL INSPECTION 4y � 4CY L�• Lc H4 uu� VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Paul S. Rosenberg (914) 939-0668 Christopher J. Bradbury www.ryebrook.or� TRUSTEES BUILDING& FIRE Susan R. Epstein INSPECTOR Stephanie J.Fischer i%fichael J. Izzo David M. Heiser Jason A. Klein CERTIFICATE OF COMPLIANCE February 14,2022 Blind Brook Club Inc PO BOX 229 Purchase,New York 10577 Re: 980 Anderson Hill Road, Rye Brook,New York 10573 Parcel ID#: 129.58-1-1 Building Permit#20-080 issued on 6/10/2020 for Site Work This certifies that the site work, performed under the above captioned permit has been satisfactorily completed. Sincerely, Michael J. Izzo Building& Fire Inspector /tg 4�E BR � Village of Rye Brook ° - Public Works and Engineering Department �> OY 938 KING STREET•RYE BROOK,NY 10573 f� 19€32 (914)939-0753 Fax(914)939-0242' •-� INSPECTION REPORT Address:2LO AIAM-1 lV4/ Date: ;! Name: 13z1�ri j �Uae Location: Permit#dc/- Phone: Email: Work being Inspected: u/iCTL 1,91W� Work Inspected is: cepte Rejected Re-Inspection Required Violation Noted Code Section Code Section: Action Taken Code Section: Action Taken 118 Erosion Sediment XO Fail Violation 210 Storm Water Pass Fail Violation 135 Refuse Pass Fail Violation 215 Street Sidewalk Pass Fail Violation 213 Steep Slopes Pass Fail Violation 235 Trees Pass Fail Violation 216 Illicit Discharge Pass Fail Violation 245 Wetlands /J0 qs Fail Violation Other: Pass Fail Violation Notes: Tr c� e�; Ale- Diagram: Signatu BR � Village of Rye Brook Public Works and Engineering Department 938 KING STREET+RYE BROOK,NY 10573 (914)939-0753 FAx(914)939-0242 INSPECTION REPORT Address: ZLI / � ��1 � /� /G L Date: l U ' 6, �-�''ZG Name: hz1'1y+P ©ram �� l/�l Location: /0 111/' Y lyd" Permit#: Phone: Email: Work being Inspected: V / y 94�z L si Work Inspected is: Ac e - Rejected Re-Inspection Required Violation Noted Code Section Code Section: Action Taken Code Section: Action Taken 118 Erosion Sediment Pass Fail Violation 210 Storm Water amass' Fail Violation 135 Refuse Pass Fail Violation 215 Street Sidewalk �as s Fail Violation 213 Steep Slopes Pass Fail Violation 235 Trees Pass Fail Violation 216 Illicit Discharge Pass Fail Violation 245 Wetlands Pass Fail Violation Other: Pass Fail Violation Notes: c T t'Al /7 3 UAL T" G(/L7Ze 5 Diagram: 9HO ro Signaturg�/��� BRA,°� Village of Rye Brook Public Works and Engineering Department 938 KING STREET•RYE BROOK,IVY 10573 /�' •T (914)939-0753 FAx(914)939-0242 1982 INSPECTION REPORT Address: �'J' J6 Date: Name: /mil/ //l/(/� Location: Permit#: Phone: Email: Work being Inspected: ?��� i /� �'� �" Ci�/y��/��/._. .✓` rJ/�/ Work Inspected is: -ccep� to 1 Rejected Re-Inspection Required Violation Noted Code Section Code Section: Action Taken Code Section: Action Taken 118 Erosion Sediment Pass Fail Violation 210 Storm Water Pass Fail Violation 135 Refuse Pass Fail Violation 215 Street Sidewalk Pass Fail Violation 213 Steep Slopes Pass Fail Violation 235 Trees Pass Fail Violation 216 Illicit Discharge Pass Fail Violation 245 Wetlands Pass Fail Violation Other: Pass Fail Violation Notes: _ Diagram: Signature On a motion made by Trustee Epstein and seconded by Trustee Fischer,the following resolution was adopted. RESOLUTION CONSIDERING AN APPLICATION FOR A SITE PLAN AMENDMENT AT 980 ANDERSON HILL ROAD FOR THE BLIND BROOK CLUB WHEREAS, the Board of Trustees is in receipt of an application by The Blind Brook Club, Inc., property owner, for approval of an amended site plan, wetlands permit and steep slopes permit for the reworking of the fairways and greens,upgrades to the irrigation and drainage systems,the development of groundwater sources for irrigation to reduce reliance on public water, and additions to the clubhouse's patio and terrace for property located at 980 Anderson Hill Road, designated as Parcel ID 129.58-1-1 on the Town of Rye Tax Map and located in the R-35 Zoning District and Scenic Roads Overlay District;and WHEREAS,the Board of Trustees is the Approval Authority for the application in accordance with Section 209- 1(A)(1)of the Village Code;and WHEREAS, the Village Board of Trustees has received and reviewed the information submitted by the Applicant in connection with the application,as follows: 1. Full Environmental Assessment Form dated 11/26/19 and EAF Mapper Summary Report dated 1/31/20; 2. Cover letter to the Board of Trustees prepared by Cuddy and Feder,LLP,dated 3/5/20; 3. Zoning Analysis prepared by Michael J.Izzo,Building&Fire Inspector,dated 12/4/19; 4. Aerial photos of the golf course layout from 2000 and 2018; 5. Exterior Building Permit Application; 6. Application for Site Plan Approval; 7. Site Plan Submittal Review Checklist; 8. Stormwater Management Control Permit Application; 9. Wetlands Permit Application; 10. Tree Removal Permit Application; 11. Preliminary Assessment of Wetlands and Watercourses,prepared by Evans Associates,dated 10/23/19; 12. Functional Assessment of Wetlands and Watercourses,prepared by Evans Associates,dated 2/28,2020; 13. Stormwater Pollution Prevention Plan prepared by WSP USA,dated March 2020; 14. A Drainage Summary Report prepared by Ahneman Kirby dated 1/15/20; 15. A Tree Inventory dated October 2019 prepared by Patrick Laidman,Arborist; 16. A Tree Planting List dated 2020 17. Topographic Survey(9 sheets),prepared by Ahneman Kirby LLC dated 11/21/19; 18. Engineer's Plans,generally entitled,"Blind Brook Club Drainage Improvements,"prepared by WSP USA,Inc.: Sheet Number Sheet Title Dated Sheet 1 of 18 Title Sheet rev.2/21/20 Sheet 2 of 18 Abbreviations,Legend and General rev.2/21/20 Sheet 3 of 18 General Notes rev.2/21/20 Sheet 4 of 18 Existing Site Plan and Key Map rev.2/21/20 Sheet 5 of 18 Proposed Site Plan rev.2/21/20 Sheet 6 of 18 Proposed Plan Sheet 1 of 9 rev.2/21/20 Sheet 7 of 18 Proposed Plan Sheet 2 of 9 rev.2/21/20 Sheet 8 of 18 Proposed Plan Sheet 3 of 9 rev.2/21/20 Sheet 9 of 18 Proposed Plan Sheet 4 of 9 rev.2/21/20 Sheet 10 of 18 Proposed Plan Sheet 5 of 9 rev.2/21/20 Sheet 11 of 18 Proposed Plan Sheet 6 of 9 rev.2/21/20 Sheet 12 of 18 Proposed Plan Sheet 7 of 9 rev.2/21/20 Sheet 13 of 18 Proposed Plan Sheet 8 of 9 rev.2/21/20 Sheet 14 of 18 Proposed Plan Sheet 9 of 9 rev.2/21/20 Sheet 15 of 18 Typical Drainage Details rev.2/21/20 Sheet 16 of 18 Erosion&Sediment Notes&Details rev.2/21/20 Sheet 17 of 18 Erosion&Sediment Notes&Details rev.2/21/20 Sheet 18 of 18 Proposed Site Plan rev.2/21/20 19. A set of Engineer's and Architect's Plans,generally entitled,"New Pumphouse and Clubhouse Addition,"prepared by Rogers McCagg and Ahneman Kirby: Sheet Number Sheet Title Dated G1.0 Coversheet 11/21/19 SP-3 Proposed Site Plan rev. 1/15/20 A1.00PH Proposed Construction Plans rev. 1/31/20 A2.00PH Proposed Construction Plans 11/21/19 A3.00PH Proposed Building Sections, Wall Section, and Details rev. 1/31/20 A9.00PH Photos&3D Views rev. 1/31/20 ALOOCH Proposed Basement Plan 11/21/19 ALO1CH Proposed Ground Floor Plan 11/21/19 A1.02CH Proposed Second Floor Plan 11/21/19 A 1.03CH Proposed Roof Plan 11/21/19 A2.00CH Proposed Exterior Elevations rev. 1/31/20 A2.01CH Proposed Exterior Elevations 11/21/19 A9.00CH Existing Photos 11/21/19 A9.01CH 3D Views 11/21/19;and WHEREAS,the Board of Trustees referred the application for a proposed site plan amendment to the Planning Board for report and recommendation and the Board of Trustees is in receipt of a report and recommendation from the Planning Board dated February 13,2020;and WHEREAS,the Board of Trustees circulated Notice of Intent to Declare itself Lead Agency pursuant to the State Environmental Quality Review Act(SEQRA)on February 24,2020 and has received no objections;and WHEREAS, the subject application was referred to the Westchester County Department of Planning and a response was received dated March 10,2020;and WHEREAS,notice of the public hearing was transmitted to the Clerk of the Town/Village of Harrison;and WHEREAS, on March 10, 2020 the Board of Trustees opened a public hearing on the subject application, at which time all persons interested were given an opportunity to speak on behalf of or in opposition to said application and the public hearing was closed on March 24,2020;and WHEREAS,the Board of Trustees reviewed the Report and Recommendations of the Village Planning Board, and comments the Village Planning Consultant,Village Engineering Consultant and Village Staff;and WHEREAS, the Board of Trustees has considered the Scenic Roads Overlay District standards set forth in Village Code§250-7.F(6),particularly in relation to the proposed installation of piping within the 35-ft vegetative buffer area for which the Applicant has represented that generally the installation trenches will be opened and closed the same day,the sod will be put back in place,and post development contours will be consistent with predevelopment contours in this area of the Anderson Hill Road Scenic Roads Overlay District;and WHEREAS,the Board of Trustees has considered the site development plan standards set forth in Chapter 209 of the Village Code;and WHEREAS,the Board of Trustees is familiar with the site and all aspects of the project. NOW, THEREFORE, BE IT RESOLVED, that the Village of Rye Brook Board of Trustees hereby declares itself Lead Agency and determines that the Project will not result in any significant adverse environmental impacts based upon the information stated in the EAF and supplemental information,and hereby adopts the annexed Negative Declaration for the reasons set forth therein. BE IT FURTHER RESOLVED, the subject application for approval of an amended site plan for the reworking of the fairways and greens,upgrades to the irrigation and drainage systems,the development of groundwater sources for irrigation to reduce reliance on public water,and additions to the clubhouse's patio and terrace for property located at 980 Anderson Hill Road,is hereby approved,subject to the following conditions: 1. Prior to the issuance of a Building Permit,the Applicant shall obtain approval of a Wetland Permit and Steep Slopes Permit from the Village Planning Board. 2. Prior to the issuance of a Building Permit,the Applicant shall obtain all necessary outside agency approvals including permits from NYSDEC and Westchester County Department of Public Works and Transportation. 3. Prior to the issuance of a Building Permit,the Tree Planting List shall be revised to a variety of sizes to the satisfaction of the Village Arborist. 4. The Village Board finds that the full restoration of all trees proposed to be removed pursuant to Chapter 235 of the Village Code is not practical due to the use of the Property as a golf course,even though the Property could physically accommodate the required replacement trees. Accordingly,in lieu of planting all required replacement trees,prior to the issuance of a Building Permit the Applicant shall submit payment to the Village to be deposited in the Village Street Tree Fund in an amount determined by the Village Engineer/Superintendent of Public Works pursuant to Chapter 235 of the Village Code based on the License and Fee Schedule of the Village of Rye Brook for the 41 required replacement trees that will not be planted on the Property. 5. Prior to the issuance of a Building Permit,a Planting Plan for the revegetation of the unnamed tributary of the Blind Brook shall be submitted to the satisfaction of the Village Planner and Village Engineer/Superintendent of Public Works. 6. Prior to the issuance of a Building Permit,calculations shall be provided for the sizing of the infiltration system that is proposed for the new pump house. 7. Prior to the issuance of a Building Permit,the following conditions shall be fulfilled to the satisfaction of the Village Engineer/Superintendent of Public Works in consultation with the Village Consulting Engineer: a. Percolation tests shall be performed by the Applicant to support the proposed use of a drywell.The tests must be done in conformance with the"Stormwater Management, Westchester County,NY,Best Management Practices Manual Series,"or other accepted method. Notification must be made to the Village Building Department or the office of the Village Consulting Engineer(Dolph Rotfeld Engineering,an AI Engineers Company—(914) 631-8600)for inspection. Test logs must be submitted for review demonstrating conformance with methodology used(24-hour soak,uniform percolation rates,proper depth). The locations of the percolation tests must be shown on the plan.Per Westchester County BMP,percolation tests must be performed at a depth of 6"below the bottom of each proposed infiltration practice.Percolation tests must be performed even if no percolation volume is considered. b. Wherever infiltration practices are proposed test pits must be performed to confirm soil type and to determine the elevation of ledge rock and groundwater conditions(minimum 2 feet below infiltration practices).Test pit locations must be down on the plan. If the minimum 2- foot separation is not possible,alternative methods to infiltration must be considered. Notification must be made to the Village Building Department or the office of the Village Consulting Engineer(Dolph Rotfeld Engineering,an Al Engineers Company—(914)631- 8600)for inspection. 8. Prior to the commencement of any work within the Little Blind Brook,an erosion and sediment control plan shall be submitted and a preconstruction meeting shall be held in which the scope of work is discussed,including: a. Exact locations of work areas in the Brook b. Erosion control practices to be deployed for each work area c. Contractor's means and methods(including but not limited to equipment and site access) d. Scheduling and sequencing of disturbance adhering to the design engineer's plan of"working upstream to downstream,"and"[restoring each reach]before initiating work in subsequent downstream reaches" e. Destination for material that is removed from each disturbed reach of the Brook. The preconstruction meeting shall include a representative of the Blind Brook Club,the contractor,the design engineer,and a representative from the Village Building and/or Engineering Departments. 9. During the course of work in the Little Blind Brook,the quantity of material recovered from the Little Blind Brook shall be periodically reported to the Village at intervals to be specified by the Village Engineer/Superintendent of Public Works to confirm compliance with the design engineer's plan and estimate of less than 60 cubic yards. 10.As agreed by the Applicant,one year following the completion of the improvements,the Applicant shall provide reasonable notice of and hold a meeting for the owners of properties on both sides of Country Ridge Road within 250 feet of the south side of the Blind Brook Club property and those properties on the west side of Country Ridge Road along the Blind Brook extending southward to and including Parcel ID 129.82-1-23,and shall make good faith and best efforts to address concerns of the neighbors,if any,resulting from the improvements at the Blind Brook Club approved pursuant to this resolution. BE IT FURTHER RESOLVED,that if said conditions are not fully complied with this resolution approving an amended site development plan,described above,shall become null and void. BE IT FURTHER RESOLVED,that no permits shall be issued until the Applicant has paid to the Village all applicable fees and professional review fees incurred in connection with review of this Application. TRUSTEE EPSTEIN AYE TRUSTEE FISCHER AYE TRUSTEE HEISER AYE TRUSTEE KLEIN AYE MAYOR ROSENBERG AYE State of New York County of Westchester ss: Village of Rye Brook I hereby certify that this is the Resolution adopted by the Board of Trustees of the Village of Rye Brook which was duly passed by said Board on March 24,2020 IN WITNESS WHEREOF,I have hereunto set my hand and affixed the Seal of the Village of Rye Brook, this I Oth day of April,2020 Villige Clerk April 9, 2020—APPROVED 6-0 RESOLUTION GRANTING WETLAND PERMIT AND STEEP SLOPES PERMIT APPROVALS FOR PROPERTY LOCATED AT 980 ANDERSON HILL ROAD FOR THE BLIND BROOK CLUB VILLAGE OF RYE BROOK PLANNING BOARD WHEREAS, The Blind Brook Club, Inc. ("Applicant") submitted an application for approval of a Wetland Permit and a Steep Slopes Permit for the reworking of the fairways and greens, upgrades to the irrigation and drainage systems, the development of groundwater sources for irrigation to reduce reliance on public water, and construction of a new pump house building (the "Project"), as the owner of certain property located in the Village of Rye Brook ("Village") commonly known as 980 Anderson Hill Road ("Subject Property") and shown on the tax assessment map as Parcel ID 129.58-1-1 on the Town of Rye Tax Map and located in the R-35 Zoning District and Scenic Roads Overlay District; and WHEREAS, the Property consists of 163.2 acres and is developed with a golf course, club house, maintenance building, parking areas, and minor accessory structures; and WHEREAS, the Village Board of Trustees is the Approval Authority for the associated Amended Site Plan application in accordance with Section 209-1.A(1) of the Village Code and the Planning Board is the Approval Authority for the Wetland Permit and Steep Slopes Permit applications pursuant to Chapters 213 and 245 of the Village Code; and WHEREAS, the Planning Board has received and reviewed the following plans and application materials: 1. Full Environmental Assessment Form dated 11/26/19 and EAF Mapper Summary Report dated 1/31/20; 2. Cover letter to the Board of Trustees prepared by Cuddy and Feder,LLP, dated 3/5/20; 3. Zoning Analysis prepared by Michael J. Izzo, Building&Fire Inspector, dated 12/4/19; 4. Aerial photos of the golf course layout from 2000 and 2018; 5. Exterior Building Permit Application; 6. Application for Site Plan Approval; 7. Site Plan Submittal Review Checklist; 8. Stormwater Management Control Permit Application; 9. Wetlands Permit Application; 10. Tree Removal Permit Application; 1313/08/707090v1 4114120 11. Preliminary Assessment of Wetlands and Watercourses,prepared by Evans Associates, dated 10/23/19; 12. Functional Assessment of Wetlands and Watercourses, prepared by Evans Associates, dated 2/28/20; 13. Stream Maintenance and Restoration Plan Narrative,prepared by Evans Associates, dated 4/3/20; 14. Stormwater Pollution Prevention Plan prepared by WSP USA, dated March 2020; 15. A Drainage Summary Report prepared by Ahneman Kirby dated 1/15/20; 16. A Tree Inventory dated October 2019 prepared by Patrick Laidman,Arborist; 17. A Tree Planting List dated 2020 18. Topographic Survey (9 sheets), prepared by Ahneman Kirby LLC dated 11/21/19; 19. Engineer's Plans,generally entitled, "Blind Brook Club Drainage Improvements," prepared by WSP USA, Inc.: Sheet Number Sheet Title Dated Sheet 1 of 18 Title Sheet rev. 2/21/20 Sheet 2 of 18 Abbreviations, Legend and General rev. 2/21/20 Sheet 3 of 18 General Notes rev. 2/21/20 Sheet 4 of 18 Existing Site Plan and Key Map rev. 2/21/20 Sheet 5 of 18 Proposed Site Plan rev. 2/21/20 Sheet 6 of 18 Proposed Plan Sheet 1 of 9 rev. 2/21/20 Sheet 7 of 18 Proposed Plan Sheet of 9 rev. 2/21/20 Sheet 8 of 18 Proposed Plan Sheet 3 of 9 rev. 2/21/20 Sheet 9 of 18 Proposed Plan Sheet 4 of 9 rev. 2/21/20 Sheet 10 of 18 Proposed Plan Sheet 5 of 9 rev. 2/21/20 Sheet 11 of 18 Proposed Plan Sheet 6 of 9 rev. 2/21/20 Sheet 12 of 18 Proposed Plan Sheet 7 of 9 rev. 2/21/20 Sheet 13 of 18 Proposed Plan Sheet 8 of 9 rev. 2/21/20 Sheet 14 of 18 Proposed Plan Sheet 9 of 9 rev. 2/21/20 Sheet 15 of 18 Typical Drainage Details rev. 2/21/20 Sheet 16 of 18 Erosion &Sediment Notes &Details rev. 2/21/20 Sheet 17 of 18 Erosion &Sediment Notes &Details rev. 2/21/20 Sheet 18 of 18 Proposed Site Plan rev. 2/21/20 Sheet 1 or 1 Stream Maintenance Plan 4/2/20 20. A set of Engineer's and Architect's Plans,generally entitled, "New Pumphouse and Clubhouse Addition,"prepared by Rogers McCagg and Ahneman Kirby: Sheet Number Sheet Title Dated GLO Coversheet 11/21/19 SP-3 Proposed Site Plan rev. 1/15/20 ALOOPH Proposed Construction Plans rev. 1/31/20 A2.00PH Proposed Construction Plans 11/21/19 A3.00PH Proposed Building Sections, ball Section, and Details rev. 1/31/20 1313/08/707090v1 4114120 A9.00PH Photos &3D Views rev. 1/31/20 A L OOCH Proposed Basement Plan 11/21/19 A 1.01 CH Proposed Ground Floor Plan 11/21/19 A 1.02CH Proposed Second Floor Plan 11/21/19 A1.03CH Proposed Roof Plan 11/21/19 A2.00CH Proposed Exterior Elevations rev. 1/31/20 A2.01 CH Proposed Exterior Elevations 11/21/19 A9.00CH Existing Photos 11/21/19 A9.01CH 3D Views 11/21/19 21. A plan entitled, "A Golf Course of Blind Brook Club," dated September 2018, prepared by Jim Urbina Golf Design; and WHEREAS, the Village Planning Consultant, Village Engineering Consultant, Village Staff and the Planning Board reviewed the information, submitted comments regarding the Wetland Permit and Steep Slopes Permit and made recommendations regarding wetland buffer disturbance and wetland and steep slope mitigation; and WHEREAS, on February 13, 2020, the Planning Board opened a public hearing on the subject application and all persons interested were given an opportunity to speak on behalf of or in opposition to said application, and the Planning Board closed the public hearing on April 9, 2020; and WHEREAS, on March 24, 2020 the Board of Trustees, as Lead Agency pursuant to State Environmental Quality Review Act ("SEQRA") adopted a Negative Declaration finding that the Project will not result in any significant adverse environmental impacts based upon the information stated in the EAF and supplemental information; and WHEREAS, on March 24, 2020 the Board of Trustees granted Amended Site Plan approval for the reworking of the fairways and greens, upgrades to the irrigation and drainage systems, the development of groundwater sources for irrigation to reduce reliance on public water, and additions to the clubhouse's patio and terrace;and WHEREAS, the total area of disturbance proposed within the wetland buffer is 18,800 square feet necessitating a total mitigation area of 37,600 square feet pursuant to Village Code §245-9.A(3) which requires mitigation of buffer disturbance at a ratio of at least two to one, and the Applicant is proposing to restore 39,250 square feet of eroded streambank as mitigation; WHEREAS, the Wetland Mitigation Plan submitted by the Applicant provides a planting list of native, wetland species to the planted as part of the streambank restoration and the plan shows the areas where the streambank restoration is proposed but does not provide specific locations for each of the proposed plantings because the exact locations will be determined in the field to ensure the proper species are being used in each area; and WHEREAS, the Planning Board has considered the Wetland Permit standards set forth in Village Code §245-8.A and finds that the Applicant proposes sufficient wetland 13131081707090v1 4114120 mitigation in compliance with Village Code standards subject to compliance with the conditions set forth herein; and WHEREAS, the Planning Board has considered the Steep Slopes Work Permit standards set forth at_Village Code §213-6 concerning the disturbance of steep slopes associated with the proposed reworking of the fairways and greens,upgrades to the irrigation and drainage systems, the development of groundwater sources for irrigation to reduce reliance on public water, and construction of a new pump house building. NOW, THEREFORE, BE IT RESOLVED, that for the reasons stated herein, the Village of Rye Brook Planning Board hereby approves the Wetland Permit and Steep Slopes Permit applications for the reworking of the fairways and greens, upgrades to the irrigation and drainage systems, the development of groundwater sources for irrigation to reduce reliance on public water, and construction of a new pump house building at property located at 980 Anderson Hill Road, upon the following conditions: 1. The Applicant shall comply with all requirements and conditions set forth in the Resolution adopted by the Board of Trustees on March 24, 2020 approving the Amended Site Plan for reworking of the fairways and greens, upgrades to the irrigation and drainage systems, the development of groundwater sources for irrigation to reduce reliance on public water, and additions to the clubhouse's patio and terrace. 2. The Applicant shall submit an "As-Built" Wetland Mitigation Plan to the Village which identifies the locations, quantities and species of mitigation plantings after the restoration of the streambank is completed to the satisfaction of the Village Planner. 3. The Wetland Permit shall be valid for a period of one year from the date of this resolution, however, an extension of an original permit may be granted upon written request to the Planning Board by the original permit holder or his/her legal agent at least 90 days prior to the expiration date of the original permit. 4. The written Wetland Permit issued pursuant to this approval shall contain the following conditions pursuant to Section 245-11.B of the Village of Rye Brook Code: a. Work conducted under a permit shall be open to inspection at any time, including weekends and holidays, by the approval authority, the Advisory Council on Environmental Conservation, the Superintendent of Public Works/Village Engineer or their designated representatives. b. All permits issued under this chapter shall be void and of no effect after one year from the date of issue thereof, unless the work for which the permit was issued has been actually commenced and not been abandoned during that period. In such cases, the applicant may reapply for a permit from the approval authority in accordance with the provisions of this chapter. If the work for which the permits were issued have commenced 13131081707090v1 4114120 within one year from the date of issuance of the permits, such permits may be renewed by the approval authority in accordance with the renewal provisions set forth at % 213-12.D and 245-5.B(7) of the Village Code. c. The permit holder shall provide written notification to the Superintendent of Public Works/Village Engineer of the date on which the regulated activity is to begin at least five business days in advance of such date. d. The approval authority's permit shall be prominently displayed at the project site during the undertaking of any of the activities authorized by the permit. e. The boundaries of the regulated activity and all wetlands and watercourses shall be stated and appropriately marked in the field so as to make the boundaries visible. f. The permits, including all conditions, shall be binding on all successors and assignees of the permit holder. BE IT FURTHER RESOLVED, that if said conditions are not fully complied with this resolution approving the Wetland Permit and Steep Slopes Permit,described above, shall become null and void. BE IT FURTHER RESOLVED, that no permits shall be issued by the Building Department until the applicant has paid to the Village all applicable fees and professional review fees incurred in connection with review of this Application. On motion by Mr. Morlino, seconded by Ms. Drechsler, Mr. Michal Nowak, Superintendent of Public Works/Village Engineer, called the roll: MS. DRECHSLER Voting AYE MR GRZAN Voting AYE MR. MORLINO Voting AYE MS. SCHOEN Voting EXCUSED MR. TARTAGLIA Voting AYE MR ZAHL Voting AYE CHAIRMAN GOODMAN Voting AYE Resolution Approved: 6-0 13131081707090vl 4114120 REPORT AND RECOMMENDATION FROM THE RYE BROOK PLANNING BOARD TO THE RYE BROOK BOARD OF TRUSTEES ON AN AMENDED SITE PLAN APPLICATION FOR PROPERTY LOCATED AT 980 ANDERSON HILL ROAD I. OVERVIEW The Village Board of Trustees is considering an application for Amended Site Plan approval in connection with the reworking and restoration of the fairways and greens, upgrades to the irrigation and drainage systems, development of groundwater sources for irrigation to reduce reliance on public water, and additions to the clubhouse patio and terrace on property located at 980 Anderson Hill Road, designated as Section 129.58, Block 1, Lot 1 on the Town of Rye Tax Map and located in the R-35 Zoning District and the Anderson Hill Road Scenic Roads Overlay District (SROD). The Board of Trustees is the approval authority for the Amended Site Plan application pursuant to Village Code §209-1.A(1)(a). The Planning Board is the approval authority for the Wetland Permit and any necessary Steep Slopes Permit pursuant to Chapter 245 and Chapter 213 of the Village Code, respectively. On December 10, 2019, the Board of Trustees referred the Amended Site Plan application to the Planning Board for consideration and a report and recommendation thereon pursuant to Sections 179- 2.B(2) of the Village Code. II. DISCUSSION The Planning Board discussed the application at its January 9, 2020 and February 13, 2020 meetings, during which time Village consultants and staff also provided input. The Planning Board provided the following comments: 1. Scenic Road Overlay District Piping will be installed in the 35-foot vegetative buffer along Anderson Hill Road, but no tree removal is proposed in the buffer. Based on the limited amount of disturbance to the buffer and the proposed consistency between predevelopment contours and post-development contours the proposed improvements will not adversely impact the Anderson Hill Road Scenic Road Overlay District. 2. Landscape Plan/Tree Removal The Applicant is proposing to remove 126 trees ranging in DBH from 10 inches to 49 inches as part of its restoration of the golf course. The Applicant discussed with the Planning Board that meeting the tree restoration requirements of Chapter 235 of the Village Code is not practical due to the use of the property as a golf course, even though 1313/741699748v1 2120120 the property could physically accommodate all the required replacement trees. The Planning Board recommends that the Village Board determine that full replacement is impractical and require the Applicant to pay a fee into the Village's Street Tree Fund in lieu of planting all required replacement trees in accordance with Chapter 235. In order to determine the required fee, the Applicant should provide a calculation of the total number of replacement trees required as per Chapter 235 and provide the number of trees that will be planted, including the size and species. The Applicant has provided an aerial photograph of the site with the area of replanting noted on the photograph. The Applicant should provide a list of the size and/or species of all the plantings proposed on the site. 3. Wetlands and Wetland Buffer Disturbance Wetlands were visually delineated in October 2019 as Village-regulated wetlands but no on-site evaluation for hydric soils was conducted because the wet areas are part of the existing fairways. The activities involved in the golf course restoration will disturb areas of the wetland buffer. The Applicant is proposing to restore and revegetate the banks of the Blind Brook and remove accumulated sediment as mitigation for the disturbance. The Applicant should quantify the areas of disturbance and mitigation to confirm compliance with Chapter 245 of the Village Code. 4. Stormwater Management & Groundwater Stormwater management and groundwater impacts are important components to the Project. The Applicant proposes to install a drainage system and as part of this system water will be discharged to the Blind Brook. The Village Board should review the impacts, if any, of these intended discharges. Also, the Village's Consulting Engineer has recommended that the SWPPP explore how installation of the proposed underdrain system may affect existing drainage patterns regarding watershed subareas, times of concentration, and quantity of Stormwater that currently infiltrates or ponds on-site but will instead discharge directly to surface water bodies. The Applicant is also proposing to capture groundwater for irrigation of the golf course. The Village Board as Lead Agency should review how this groundwater withdrawal will effect groundwater resources. 5. Construction Management The Applicant should address how construction sequencing and duration will impact the immediate residential neighbors along Country Ridge Drive. 13131741699748v] 2120120 M. CONCLUSION AND RECOMMENDATION Based on the foregoing, the Planning Board recommends approval of the Site Plan subject to the comments set forth herein. Dated: Rye Brook, New York February 13, 2020 On motion by John Grzan, seconded by Sal Morlino, Mr. Michal Nowak, Village Engineer, called the roll: APPROVED AT THE FEBRUARY 13, 2020 MEETING OF THE RYE BROOK PLANNING BOARD BY A VOTE OF 5-0 ACCEPTING THE REPORT AND RECOMMENDATION: Ayes: 5 Goodman, Grzan, Morlino, Schoen, Zahl Nays: Abstain: Excused: 2 Drechsler, Tartaglia Recused: 1313/74/699748v1 2120120 February 13, 2020 Approved 5-0 RESOLUTION AUTHORIZING SUBMISSION OF A REPORT AND RECOMMENDATION TO THE RYE BROOK BOARD OF TRUSTEES ON AN AMENDED SITE PLAN APPLICATION FOR PROPERTY LOCATED AT 980 ANDERSON HILL ROAD BE IT RESOLVED, that the Rye Brook Planning Board hereby submits the attached Report and Recommendation to the Rye Brook Board of Trustees on the Site Plan Application for property located at 980 Anderson Hill Road. BE IT FURTHER RESOLVED, that the Planning Board Chairman is hereby authorized to finalize the attached Report and Recommendation in consultation with Village Counsel to accurately reflect the Planning Board's discussions at its February 13, 2020 meeting, prior to such Report and Recommendation being forwarded to the Board of Trustees and Village Administrator. On motion by Sal Morlino, seconded by John Grzan, Mr. Michal Nowak, Village Engineer, called the roll: APPROVING THE REFERRAL RESOLUTION: Ayes: 5 Goodman, Grzan, Morlino, Schoen, Zahl Nays: Abstain: Excused: 2 Drechsler, Tartaglia Recused: 1313/74/699748v1 2120120 REPORT AND RECOMMENDATION FROM THE RYE BROOK PLANNING BOARD TO THE RYE BROOK BOARD OF TRUSTEES ON AN AMENDED SITE PLAN APPLICATION FOR PROPERTY LOCATED AT 980 ANDERSON HILL ROAD I. OVERVIEW The Village Board of Trustees is considering an application for Amended Site Plan approval in connection with the reworking and restoration of the fairways and greens, upgrades to the irrigation and drainage systems, development of groundwater sources for irrigation to reduce reliance on public water, and additions to the clubhouse patio and terrace on property located at 980 Anderson Hill Road, designated as Section 129.58, Block 1, Lot 1 on the Town of Rye Tax Map and located in the R-35 Zoning District and the Anderson Hill Road Scenic Roads Overlay District (SROD). The Board of Trustees is the approval authority for the Amended Site Plan application pursuant to Village Code §209-1.A(1)(a). The Planning Board is the approval authority for the Wetland Permit and any necessary Steep Slopes Permit pursuant to Chapter 245 and Chapter 213 of the Village Code, respectively. On December 10, 2019, the Board of Trustees referred the Amended Site Plan application to the Planning Board for consideration and a report and recommendation thereon pursuant to Sections 179- 2.B(2) of the Village Code. II. DISCUSSION The Planning Board discussed the application at its January 9, 2020 and February 13, 2020 meetings, during which time Villageconsultants and staff also provided input. The Planning Board provided the following comments: 1. Scenic Road Overlay District Piping will be installed in the 35-foot vegetative buffer along Anderson Hill Road, but no tree removal is proposed in the buffer. Based on the limited amount of disturbance to the buffer and the proposed consistency between predevelopment contours and post-development contours the proposed improvements will not adversely impact the Anderson Hill Road Scenic Road Overlay District. 2. Landscape Plan/Tree Removal The Applicant is proposing to remove 126 trees ranging in DBH from 10 inches to 49 inches as part of its restoration of the golf course. The Applicant discussed with the Planning Board that meeting the tree restoration requirements of Chapter 235 of the Village Code is not practical due to the use of the property as a golf course, even though 1313/74/699748v1 2111120 the property could physically accommodate all the required replacement trees. The Planning Board recommends that the Village Board determine that full replacement is impractical and require the Applicant to pay a fee into the Village's Street Tree Fund in lieu of planting all required replacement trees in accordance with Chapter 235. In order to determine the required fee, the Applicant should provide a calculation of the total number of replacement trees required as per Chapter 235 and provide the number of trees that will be planted, including the size and species. 3. Wetlands and Wetland Buffer cb Disturbancetl 4�3J 3Yff�3. Wetlands were visually delineated in October 2019 as Village-regulated wetlands but no on-site evaluation for hydric soils was conducted because the wet areas are part of the existing fairways. The activities involved in the golf course restoration will disturb areas of the wetland buffer. The Applicant is proposing to restore and revegetate the banks of the Blind Brook and remove accumulated sediment as mitigation for the disturbance. The Applicant should quantify the areas of disturbance and mitigation to confirm compliance with Chapter 245 of the Village Code. 4. Stormwater Management & Groundwater Stormwater management and groundwater impacts are important components to the Project. The Applicant proposes to install a drainage system and as part of this system water will be discharged to the Blind Brook. The Village Board should review the impacts, if any, of these intended discharges. Also, the Village's Consulting Engineer has recommended that the SWPPP explore how installation of the proposed underdrain system may affect existing drainage patterns regarding watershed subareas, times of concentration, and quantity of stormwater that currently infiltrates or ponds on-site but will instead discharge directly to surface water bodies. The Applicant is also proposing to capture groundwater for irrigation of the golf course. The Village Board as Lead Agency should review how this groundwater withdrawal will effect groundwater resources. 5. Construction Management The Applicant should address how construction sequencing and duration will impact the immediate residential neighbors along Country Ridge Drive. III. CONCLUSION AND RECOMMENDATION Based on the foregoing, the Planning Board recommends approval of the Site Plan subject to the comments set forth herein. 13131741699748v1 2111120 Dated: Rye Brook, New York February 13, 2020 On motion by , seconded by , Mr. Michal Nowak, Village Engineer, called the roll: APPROVED AT THE FEBRUARY 13, 2020 MEETING OF THE RYE BROOK PLANNING BOARD BY A VOTE OF 'P N. ACCEPTING THE REPORT AND RECOMMENDATION: Ayes: y Na s•• Abstain: aft, Excused: # Recused: "YY` JA �� f ti ? 117l1},.J Drechsler, Goodman, Grzan, Morlino, Schoen, Tartaglia, #!)Nov, i 4id+ �ii�E,fr�,, WRr a :" , � zrF` a. l i• 7` 1 MM 1313/741699748v1 2111120 February 13, 2020 RESOLUTION AUTHORIZING SUBMISSION OF A REPORT AND RECOMMENDATION TO THE RYE BROOK BOARD OF TRUSTEES ON AN AMENDED SITE PLAN APPLICATION FOR PROPERTY LOCATED AT 980 ANDERSON HILL ROAD BE IT RESOLVED, that the Rye Brook Plannin ,, d hereby submits the attached Report and Recommendation to the Rye Brook bard of Trustees on the Site Plan Application for property located at 980 Anderson Hill I ,ad. 41 BE IT FURTHER RESOLVED, that the Planning Board Chairman is hereby authorized to finalize the attached Report and Recommendation in consultation with Village Counsel to accurately reflect the Planning Board's discussions at its February 13, 2020 meeting, prior to such Report and Recommendation being forwarded to the Board of Trustees and Village Administrator. On motion b # 'y seconded , Mr. Michal Nowak, Village Engineer, called the roll: f#_ ryf �7,m APPROVING THE REFERRAL RESOLUTION: Ayes: Nays: Abstain: Excused: Recused: Drechsler, Goodman, Grzan, Morlino, Schoen, Tartaglia, Zahl 1313174/699748v1 2111120 REPORT AND RECOMMENDATION FROM THE RYE BROOK PLANNING BOARD TO THE RYE BROOK BOARD OF TRUSTEES ON AN AMENDED SITE PLAN APPLICATION FOR PROPERTY LOCATED AT 980 ANDERSON HILL ROAD I. OVERVIEW The Rye Brook Board of Trustees is considering an application for Amended Site Plan approval in connection with the reworking and restoration of the fairways and greens, upgrades to the irrigation and drainage systems, development of groundwater sources for irrigation to reduce reliance on public water, and additions to the clubhouse patio and terrace on property located at 980 Anderson Hill Road, designated as Section 129.58, Block 1, Lot 1 on the Town of Rye Tax Map and located in the R-35 Zoning District and the Anderson Hill Road Scenic Roads Overlay District (SROD). The Board of Trustees is the approval authority for the Amended Site Plan application pursuant to Village Code and Village Code . The Planning Board is the approval authority fbr the Wetland Permit. On December 10, 2019, the Board of Trustees referred the Amended Site Plan application to the Planning Board for consideration and a report and recommendation thereon pursuant to Sections of the Village Code. II. DISCUSSION ' `•��`` The Planning Board discussed the application at its January 9, 2020 meeting, during which time Village consultants and staff also provided input. The Planning Board provided the following comments: 1. SEQRAFk [COMMENTS TO BE INSERTED] � 2. Scenic Road Overlay District [COMMENTS TO BE INSERTED] 3. Landscape Plan/Tree Removal [COMMENTS TO BE INSERTED] 1313/74/699748v1 119120 4. Wetlands and Wetland Buffer Disturbance [COMMENTS TO BE INSERTED] 5. Stormwater Management [COMMENTS TO BE INSERTED] a� 6. Construction Management ,! [COMMENTS TO BE INSERTED] € " '14, . III. CONCLUSION AND RECOMMENDATION _ Based on the foregoing, the Planning Board recommends Dated: Rye Brook, New York , 2020 On motion by seconded by , Mr. Michal Nowak, Village Engineer, called the roll: APPROVED AT THE , 2020 MEETING OF THE RYE BROOK PLANNING BOARD BY A VOTE OF ACCEPTING THE REPORT AND RECOMMENDATION: Ayes: `11, x� Nays: Abstain: Excused: Recused: Drechsler, Goodman, Grzan, Morlino. Schoen, Tartaglia, Zahl 1313/741699748v1 119120 RESOLUTION AUTHORIZING SUBMISSION OF A REPORT AND RECOMMENDATION TO THE RYE BROOK BOARD OF TRUSTEES ON AN AMENDED SITE PLAN APPLICATION FOR PROPERTY LOCATED AT 980 ANDERSON HILL ROAD BE IT RESOLVED, that the Rye Brook Planning Board hereby submits the attached Report and Recommendation to the Rye Brook Board of Trustees on the Site Plan Application for property located at 980 Anderson Hill Road. BE IT FURTHER RESOLVED, that the Planning Board Chairman is hereby authorized to finalize the attached Report and Recommendation in consultation with Village Counsel to accurately reflect the Planning Board's discussions at its , 2020 meeting, prior to such Report and Recommendation being forwarded to the Board of Trustees and Village Administrator. t� On motion by , seconded by , Mr. Michal Nowak, Village Engineer, called the roll: APPROVING THE REFERRAL RESOLUTION: Ayes: Nays: Abstain: Excused: Recused: Drechsler, Goodman, Grzan, Morlino, Schoen, Tartaglia, Zahl 1313/74/699748v1 119120 570 Taxter Road,Suite 300 Dolph Rodeld Engineering Elmsford, NY 10523 (914) 631-8600 phone An Engineers Company (914) 631-5769 fox www.drepc.com www.aiengineers.com TO: Mr. Michal Nowak Village of Rye Brook FROM: James Natarelli, P.E. DATE: January 8, 2020 SUBJECT: Blind Brook Country Club Site Plan Application In reference to the above-mentioned project,this office has received and reviewed the following: 1. Letter and attachments prepared by Cuddy+ Feder, LLP dated November 26, 2019 including: a. Stormwater Pollution Prevention Plan prepared by WSP dated November 22, 2019; 2. Conceptual Design Plans prepared by WSP dated July 1, 2019 revised November 22, 2019; 3. Plans prepared by Rogers McCagg dated November 21, 2019; 4. Plans prepared by Ahneman Kirby dated November 21, 2019. With respect to the stormwater management plan shown on the submitted plans our comments are as follows but are not limited to: 1. Rim and invert elevations must be provided for all piping including"trunk lines" and "perforated lateral lines". 2. It should be noted that although it is the applicant's intent to convey drainage from the golf course's new underdrain system to a point upstream of the Blind Brook Dam ("allowing stormwater to be used for irrigation"), almost all of the stormwater collected in the new drainage system, including runoff from the Club House's asphalt parking lot, is shown on the plans to discharge into the Blink Brook downstream of the dam. 3. The location of the new pump house must be shown on the plans. 4. It must be demonstrated how runoff from the new pump house roof will be mitigated. 5. The Stormwater Pollution Prevention Plan (SWPPP) must explore how the installation of the underdrain system might affect existing drainage patterns with respect to watershed subareas, times of concentration,and quantity of stormwater that currently infiltrates or ponds on-site but will instead discharge directly to surface waterbodies in the proposed scenario. 6. The SWPPP suggests that there will be a reduction in runoff rates based on "a reduction in the area of'D'soils and a corresponding increase in the area of'C'soils". Additional information must be provided to support this modeling approach as the proposal is not to increase infiltration but to collect stormwater in underdrains and pipe the discharge to a surface waterbody. Improving Life.By Design. Mr.Michal Nowak T� Blind Brook Country Club-Site Plan Application Engineers January 8,2020 Page 2 7. It is not clear where the sediment and erosion control practices depicted in the details (Sheet 17 of 17)are proposed. A sediment and erosion control plan must be provided with plans for construction sequencing as discussed in Section 3 of the SWPPP. 8. Filter fabric must be installed around the crushed stone of the underdrain system of the Club House's proposed patio. 9. Calculations must be provided for the sizing of the infiltration system (Cultec units)that is proposed for the Club House's patio. 10. The model for the existing drainage system (including the control structure)that takes runoff from the Halfway House and the Caddie Building must be updated for the new drainage that will be routed to it from the Club House's proposed patio. Upon receipt of amended plans addressing these comments,this office is prepared to continue its review. Improving Life.By Design. y v, t44.+Jv V L�V4 VV'� JA VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Paul S. Rosenberg (914)939-0753 Fax(914)939-5801 Christopher J. Bradbury www.ryebrook.org TRUSTEES Susan R. Epstein SUPT.OF PUBLIC WORKS Stephanie J. Fischer Michal Nowak David M. Heiser Jason A. Klein May 21, 2020 Blind Brook Club Inc. PO Box 229 Purchase,New York 10577 Re: Escrow Account for 980 Anderson Hill Road Dear Property Owner: Your Project currently has a Negative balance. Please deposit with the Village, the sum of $7,413.50 (seven thousand four hundred thirteen dollars and fifty cents) as soon as possible. The spread sheet outlining invoices is attached for your review. Thank you for your attention to this matter. Sincerely, Michal J. Nowak Superintendent of Public Works /tg enclosures PROJECT ADDRESS M LVID BROOK CLUB PROJECT NAME GOLF COURSE ACCOUNTS ACCOUNT START DATE: ACCOUNT CLOSE DATE: Acct dow date hsm INVOICE DATE INVOICE R CHECK DATE CNVOK M DISTRIBUTED TO DEBIT DEPOSIT Balance UnpoW Involon i Cash on Hind 101IM019 28518 VRB $ 500.00 11/21/2019 26737 VRS $ 5,000.00 1/3/2020 F4133A"l 2/20/2020 1226 FPC 3 186.00 1/9/2020 S3755 2rAM20 1229 K&B S 862.50 2/6/2020 F4133.16-02 2/20/2020 1228 FPC S 1,132.00 2/11/2020 19-47R 2l20/2020 1227 DOLPH S 580 00 2/261= 20-4 3/26/2020 1251 DOLPH S 1,341.25 1P 2119020 F4133.16-03 3/MM20 1252 FPC �S 310.00 3/6/2020 55666 K&B S 1.196.00 3/17/4020 F4133.1644 FPC S 1.762.00 3/2412020 20.12 DOLPH S 1,480.00 4AW2020 SU14 K&B S 2,070.00 5/412020 1 20.15 DOLPH S 1.993.75 $12.913 50 f 5,500 00 .S7 413M S 6 501.75 $1 086.25 N 555 Theodore Fremd Ave.,Suite C-301 P. CLARK ASSOCIATES Rye, NY 10580 *,FREDERICK LANNING,TRANSPORTATION,ENVIRONMENT AND DEVELOPMENT T:914.967.6540 u Hardesh &Hanover compoi?�' www.hardestyhanover.com MEMORANDUM To: Robert I. Goodman, Chairman, and the Planning Board of the Village of Rye Brook Date: December 20, 2019 Subject: Blind Brook Club—Application for Approval of an Amended Site Plan and Wetlands Permit As requested, we have reviewed applications, correspondence and plans submitted by The Blind Brook Club, Inc., property owner, for approval of an amended site plan and wetlands permit for the reworking of the fairways and greens, upgrades to the irrigation and drainage systems, the development of groundwater sources for irrigation to reduce reliance on public water, and additions to the clubhouse's patio and terrace on the property located at 980 Anderson Hill Road, in the R-20 zoning district, and the Anderson Hill Road Scenic Road Overlay District (SROD), Section 129.58, Block 1, Lot 1 as shown on the Town of Rye Tax Assessor's Map. Property Description The 162.3-acre property is developed with a golf course, club house, maintenance building, parking areas, and minor accessory structures. Review We have reviewed application materials and plans that include the following items- 1. Full Environmental Assessment Form dated 11/26/19 and EAF Mapper Summary Report dated 10/29/19, 2. Cover letter to the Board of Trustees prepared by Cuddy and Feder, LLP, dated 11/26/19; 3. Zoning Analysis prepared by Michael J. Izzo, Building & Fire Inspector, dated 12/4/19; 4. Aerial photos of the golf course layout from 2000 and 2018; 5. Exterior Building Permit Application; 6. Application for Site Plan Approval; 7. Site Plan Submittal Review Checklist: 8. Stormwater Management Control Permit Application; 9. Wetlands Permit Application; 10. Tree Removal Permit Application, 11. Preliminary Assessment of Wetlands and Watercourses, prepared by Evans Associates, dated 10/23/19; 12. Stormwater Pollution Prevention Plan prepared by WSP USA, dated 11/22/19; 13. Topographic Survey(9 sheets), prepared by Ahneman Kirby LLC dated 11/21/19; 14. Engineer's Plans, generally entitled, "Blind Brook Club Drainage Improvements," prepared by WSP USA, Inc.: Sheet Number Sheet Title Dated DWG-1 Title Sheet rev. 11/22/19 DWG-2 Abbreviations & Legend rev. 11/22/19 DWG-3 General Notes rev. 11/22/19 DWG-4 Existing Site Plan and Key Map rev. 11/22/19 DWG-5 Proposed Site Plan and Key Map rev. 11/22/19 DWG-6 Proposed Plan Sheet 1 of 9 rev. 11/22/19 DWG-7 Proposed Plan Sheet 2 of 9 rev. 11/22/19 DWG-8 Proposed Plan Sheet 3 of 9 rev. 11/22/19 DWG-9 Proposed Plan Sheet 4 of 9 rev. 11/22/19 DWG-10 Proposed Plan Sheet 5 of 9 rev. 11/22/19 DWG-11 Proposed Plan Sheet 6 of 9 rev. 11/22/19 DWG-12 Proposed Plan Sheet 7 of 9 rev. 11/22/19 DWG-13 Proposed Plan Sheet 8 of 9 rev. 11/22/19 DWG-14 Proposed Plan Sheet 9 of 9 rev. 11/22/19 DWG-15 Drainage Details rev. 11/22/19 DWG-16 Erosion & Sediment Notes & Details rev. 11/22/19 DWG-17 Erosion & Sediment Notes & Details rev. 11/22/19 15. A set of Engineer's and Architect's Plans, generally entitled, "New Pumphouse and Clubhouse Addition," prepared by Rogers McCagg and Ahneman Kirby: Sheet Number Sheet Title Dated G1.0 Coversheet 11/21/19 SP-3 Proposed Site Plan 11/21/19 A1.00PH Proposed Construction Plans 11/21/19 A2.00PH Proposed Construction Plans 11/21/19 A3.00PH Proposed Building Sections, Wall Section, and Details 11/21/19 A9.00PH Photos & 3D Views 11/21/19 A1.00CH Proposed Basement Plan 11/21/19 A1.01 CH Proposed Ground Floor Plan 11/21/19 A1.02CH Proposed Second Floor Plan 11/21/19 A1.03CH Proposed Roof Plan 11/21/19 A2.00OH Proposed Exterior Elevations 11/21/19 A2.01CH Proposed Exterior Elevations 11/21/19 A9.000H Existing Photos 11/21/19 A9.01CH 3D Views 11/21/19 Please note that our review is limited to planning and environmental issues. We offer the following comments regarding the application: 1. SEQRA and Full Environmental Assessment Form (EAF). a. The Board of Trustees has authorized the circulation of their intent to serve as Lead Agency. b. The description of the Proposed Action on the EAF should be revised to include the proposed additions to the clubhouse's patio and terrace. C. The EAF Summary Report notes that the site may contain the Sedge Wren, which is a threatened species. Section E.2.o on page 12 of the EAF should be revised to list the Sedge Wren. 2. Scenic Road Overlay District (SROD). The property is located within the Anderson Hill Road SROD, which includes special regulations to help protect the scenic qualities of Anderson Hill Road including a 35-foot vegetative buffer along the street frontage. It appears that no tree removal is proposed with the buffer. However, there will be the installation of piping within the required setback. In accordance with Section 250.F(6)(h) of the Zoning Law, all areas will need to be restored and any grading or earth moving should be conducted so that the final, post development contours appear consistent with the predevelopment terrain. 3. Tree Preservation and Removal. The Applicant has not quantified the number of trees to be removed. The plan sheets identify the trees to be removed. However, with the exception of White Ash and Norway Maple, the other tree species have not been identified. In addition, the diameter at breast height(DBH)of the trees to be removed has not been provided. The DBH is needed to determine the amount of replacement plantings that are required. 4. Landscape Plan. The site plan does not include a landscape plan for the location of restoration plantings after construction and grading is completed. A landscape plan that includes the required replacement trees for existing trees removed and any potential enhancement plantings in the wetland buffer for disturbance of the buffer should be provided. 5. Wetlands and Wetland Buffers. a. The federally regulated wetland delineation should be verified, confirm the Federal jurisdiction and verify any permits required for stream bank stabilization by the US Army Corps of Engineers. We also recommend that the Village-regulated wetland delineation be verified, as well. b. According to Chapter 245, Wetlands and Watercourses, of the Village Code, the impact of the proposed activity upon "public health, safety and welfare, flora and fauna, rare and endangered species, water quality and additional wetland functions" should be considered. As such, the Applicant should provide a wetland functional assessment of Village-regulated and Federally regulated wetlands. To assess the impact of the proposed action on rare and endangered species, the Applicant should provide an assessment of the flora and fauna, including the rare and endangered species listed in the EAF including the Sedge Wren and the Yellow Flatsedge. C. According to Chapter 245 Wetlands and Watercourses, of the Village Code, the Village's definition of a wetland is "All areas that comprise hydric soils and/or are inundated or saturated by surface water or groundwater at a frequency and duration sufficient to support, and under normal circumstances do support, a prevalence of hydrophytic vegetation." The areas of hydric soils should be delineated on the site, shown on the site plan and included in the wetland functional assessment. d. The project proposal suggests that work would start in February 2020. However, wetland delineations & species habitat assessments are best completed once the ground thaws and the growing season has begun. We recommend that the applicant perform the full wetland delineations & species habitat assessment at that time. e. The hydrology of site aims to be altered by the proposal. The wetland assessment should include the impact of these hydrologic alterations to the Village-regulated wetlands and watercourses including increases or decreases of discharge. f. The unnamed tributary to the Blind Brook appears to have severe erosion. The Board may consider revegetation that will stabilize the stream bank as mitigation for wetland buffer impacts that will occur as part of the proposal. g. By installing the drainage system, the Applicant is proposing to discharge this water to the Blind Brook. In addition, the Applicant proposes to capture groundwater for irrigation. The Applicant should determine how this discharge will impact the flow of the Blind Brook. 6. Construction Staging. The proposal includes the installation of several hundreds of feet of piping for the irrigation system and other improvements. The site plans should be revised to show the areas of storage of the piping and other construction materials. 7. Site Plan. The location of the proposed pump house should be shown on the site plans. We look forward to discussion with the Planning Board. Sarah L. Brown, AICP Senior Planner Debora Ryba Wetland Specialist cc: Honorable Mayor and the Village Board of Trustees Christopher Bradbury, Village Administrator Michal Nowak, Superintendent of Public Works/Village Engineer Jennifer L. Gray, Esq., Village Attorney Anthony B. Gioffre III, Esq., for the Applicant N 555 Theodore Fremd Ave.,Suite C-301 FREDERICK R CLARK ASSOCIATES Rye, NY 10580 PLANNING,TRANSPORTATION,ENVIRONMENT AND DEVELOPMENT T:914.967.6540 a Hardesty&Hanover comp(m v www.hardestyhanover.com MEMORANDUM To: Robert I. Goodman, Chairman, and the Planning Board of the Village of Rye Brook Date: February 7, 2020 Subject: Blind Brook Club —Application for Approval of an Amended Site Plan and Wetlands Permit As requested, we have reviewed applications, correspondence and plans submitted by The Blind Brook Club, Inc., property owner, for approval of an amended site plan and wetlands permit for the reworking of the fairways and greens, upgrades to the irrigation and drainage systems, the development of groundwater sources for irrigation to reduce reliance on public water, and additions to the clubhouse's patio and terrace on the property located at 980 Anderson Hill Road, in the R-35 zoning district, and the Anderson Hill Road Scenic Road Overlay District (SROD), Section 129.58, Block 1, Lot 1 as shown on the Town of Rye Tax Assessor's Map. Property Description The 162.3-acre property is developed with a golf course, club house, maintenance building, parking areas, and minor accessory structures. Review We have reviewed application materials and plans that include the following items: 1. Full Environmental Assessment Form dated 11/26/19 and EAF Mapper Summary Report dated 1/31/20; 2. Cover letter to the Planning Board prepared by Cuddy and Feder, LLP, dated 1/31/20; 3. Zoning Analysis prepared by Michael J. Izzo, Building & Fire Inspector, dated 12/4/19; 4. Aerial photos of the golf course layout from 2000 and 2018; 5. Exterior Building Permit Application; 6. Application for Site Plan Approval; 7. Site Plan Submittal Review Checklist; 8. Stormwater Management Control Permit Application; 9. Wetlands Permit Application; 10. Tree Removal Permit Application; 11. Preliminary Assessment of Wetlands and Watercourses, prepared by Evans Associates, dated 10/23/19; 12. Stormwater Pollution Prevention Plan prepared by WSP USA, dated 1/27/20; 13. A Drainage Summary Report prepared by Ahneman Kirby dated 1/15/20; 14. A Tree Inventory dated October 2019 prepared by Patrick Laidman, Arborist; 15. Topographic Survey (9 sheets), prepared by Ahneman Kirby LLC dated 11/21/19; 16. Engineer's Plans, generally entitled, "Blind Brook Club Drainage Improvements," prepared by WSP USA, Inc.: Sheet Number Sheet Title Dated DWG-1 Title Sheet rev. 1/16/20 DWG-2 Abbreviations, Legend and General rev. 1/16/20 DWG-3 General Notes rev. 1/16/20 DWG-4 Existing Site Plan and Key Map rev. 1/16/20 DWG-5 Proposed Site Plan rev. 1/16/20 DWG-6 Proposed Plan Sheet 1 of 9 rev. 1/16/20 DWG-7 Proposed Plan Sheet 2 of 9 rev. 1/16/20 DWG-8 Proposed Plan Sheet 3 of 9 rev. 1/16/20 DWG-9 Proposed Plan Sheet 4 of 9 rev. 1/16/20 DWG-10 Proposed Plan Sheet 5 of 9 rev. 1/16/20 DWG-11 Proposed Plan Sheet 6 of 9 rev. 1/16/20 DWG-12 Proposed Plan Sheet 7 of 9 rev. 1/16/20 DWG-13 Proposed Plan Sheet 8 of 9 rev. 1/16/20 DWG-14 Proposed Plan Sheet 9 of 9 rev. 1/16/20 DWG-15 Typical Drainage Details rev. 1/16/20 DWG-16 Erosion & Sediment Notes & Details rev. 1/16/20 DWG-17 Erosion & Sediment Notes & Details rev. 1/16/20 17. A set of Engineer's and Architect's Plans, generally entitled, "New Pumphouse and Clubhouse Addition," prepared by Rogers McCagg and Ahneman Kirby: Sheet Number Sheet Title Dated G1.0 Coversheet 11/21/19 SP-3 Proposed Site Plan rev. 1/15/20 A1.00PH Proposed Construction Plans rev. 1/31/20 A2.00PH Proposed Construction Plans 11/21/19 A3.00PH Proposed Building Sections, Wall Section, and Details rev. 1/31/20 A9.00PH Photos & 3D Views rev. 1/31/20 A1.00CH Proposed Basement Plan 11/21/19 A1.01CH Proposed Ground Floor Plan 11/21/19 A1.02CH Proposed Second Floor Plan 11/21/19 A1.03CH Proposed Roof Plan 11/21/19 A2.000H Proposed Exterior Elevations rev. 1/31/20 A2.01 CH Proposed Exterior Elevations 11/21/19 A9.000H Existing Photos 11/21/19 A9.01CH 3D Views 11/21/19 Please note that our review is limited to planning and environmental issues. We offer the following comments regarding the application: 1. SEQRA and Full Environmental Assessment Form (EAF). The Board of Trustees has authorized the circulation of their intent to serve as Lead Agency. 2. Scenic Road Overlay District(SROD). The property is located within the Anderson Hill Road SROD, which includes special regulations to help protect the scenic qualities of Anderson Hill Road including a 35-foot vegetative buffer along the street frontage. The Applicant has confirmed that there will be no tree removal within the buffer.The installation of piping will occur within the buffer.The Applicant has noted that generally the installation trenches will be opened and closed within the same day, the sod will be put back in place, and post development contours will be consistent with predevelopment contours. 3. Tree Preservation and Removal. The Applicant has provided a tree inventory of the proposed trees to be removed on the property regulated by Chapter 235, Trees, of the Village Code. The inventory notes that 68 trees ranging in DBH from 10 inches to 24 inches would be removed, 44 trees ranging in DBH from 25 inches to 36 inches would be removed, 7 trees 37 inches to 48 inches would be removed, and 3 trees 49 inches or greater would be removed. As discussed at the January 9, 2020 Planning Board meeting, the Applicant will not be replacing all of the trees in accordance with the replanting requirements of Chapter 235. In accordance with Section 235. When restoration is determined by the Planning Board to be impractical due to lack of proper planting space, a restoration fee may be imposed with funds deposited into the Village's Street Tree Fund.The Applicant should provide a calculation of the total number of replacement trees required and provide the number of replacement trees that will be planted. 4. Landscape Plan. As discussed at the January 9, 2020 Planning Board meeting, the Planning Board would accept an aerial photograph of the site with the areas of replanting note. The replanting plan has been provided by the Applicant. However, the plan does not note the size or species of the plantings proposed. The plans should be revised to provide this information. 5. Wetlands and Wetland Buffers. a. The Applicant notes that the wetlands that were visually delineated in October 2019 are Village-regulated wetlands and acknowledges that no on-site evaluation for hydric soils has been conducted since these wet areas are part of the existing fairways. A functional analysis of the areas identified as Village-regulated wetlands should be provided to assess potential mitigation that may be needed. The wetland assessment should also include the impact of the proposed hydrologic alterations to the Village-regulated wetlands and watercourses including increases or decreases of discharge. b. The unnamed tributary to the Blind Brook appears to have severe erosion.The Board may consider revegetation that will stabilize the stream bank as mitigation for wetland buffer impacts that will occur as part of the proposal. C. By installing the drainage system, the Applicant is proposing to discharge this water to the Blind Brook. We defer to the Village Engineer concerning the impact of the altered drainage to the Blind Brook and Little Blind Brook. d. The Applicant proposes to capture groundwater for irrigation which will require a permit from the NYSDEC. The Applicant should provide any correspondence with the NYSDEC regarding the groundwater withdrawal for the Planning Board's review. We look forward to discussion with the Planning Board. Sarah L. Brown, AICP Senior Planner Debora Ryba Wetland Specialist cc: Honorable Mayor and the Village Board of Trustees Christopher Bradbury, Village Administrator Michal Nowak, Superintendent of Public Works/Village Engineer Jennifer L. Gray, Esq., Village Attorney Anthony B. Gioffre III, Esq., for the Applicant G:IData\Documents\DOCS215001RyeBrook\Blind Brook Club Site Plan and Wetlands Permit Review pme2.docx N 555 Theodore Fremd Ave.,Suite C-301 FREDERICK R CLARK ASSOCIATES Rye, NY 10580 PLANNING,TRANSPORTATION,ENVIRONMENT AND DEVELOPMENT T: 914.967.6540 a Hardesty&Hanover companN www.hardestyhanover.com MEMORANDUM To: Robert I. Goodman, Chairman, and the Planning Board of the Village of Rye Brook Date: April 7, 2020 Subject: Blind Brook Club—Application for Approval of an Amended Site Plan, Steep Slopes and Wetlands Permit As requested, we have reviewed applications, correspondence and plans submitted by The Blind Brook Club, Inc., property owner, for approval of an amended site plan and steep slopes, andwetlands permit for the reworking of the fairways and greens, upgrades to the irrigation and drainage systems, the development of groundwater sources for irrigation to reduce reliance on public water, and additions to the clubhouse's patio and terrace on the property located at 980 Anderson Hill Road, in the R-35 zoning district, and the Anderson Hill Road Scenic Road Overlay District (SROD), Section 129.58, Block 1, Lot 1 as shown on the Town of Rye Tax Assessor's Map. Property Description The 162.3-acre property is developed with a golf course, club house, maintenance building, parking areas, and minor accessory structures. Review We have reviewed application materials and plans that include the following items: 1. Full Environmental Assessment Form dated 11/26/19 and EAF Mapper Summary Report dated 1/31/20; 2. Cover letter to the Board of Trustees prepared by Cuddy and Feder, LLP, dated 3/5/20; 3. Zoning Analysis prepared by Michael J. Izzo, Building & Fire Inspector, dated 12/4/19; 4. Aerial photos of the golf course layout from 2000 and 2018; 5. Exterior Building Permit Application; 6. Application for Site Plan Approval; 7. Site Plan Submittal Review Checklist; 8. Stormwater Management Control Permit Application; 9. Wetlands Permit Application; 10, Tree Removal Permit Application; 11. Preliminary Assessment of Wetlands and Watercourses, prepared by Evans Associates, dated 10/23/19; 12. Functional Assessment of Wetlands and Watercourses, prepared by Evans Associates, dated 2/28/20; 13. Stream Maintenance and Restoration Plan Narrative, prepared by Evans Associates, dated 4/3/20; 14. Stormwater Pollution Prevention Plan prepared by WSP USA, dated March 2020; 15. A Drainage Summary Report prepared by Ahneman Kirby dated 1/15/20; 16. A Tree Inventory dated October 2019 prepared by Patrick Laidman, Arborist; 17. A Tree Planting List dated 2020 18. Topographic Survey (9 sheets), prepared by Ahneman Kirby LLC dated 11/21/19; 19. Engineer's Plans, generally entitled, "Blind Brook Club Drainage Improvements," prepared by WSP USA, Inc.: Sheet Number Sheet Title Dated Sheet 1 of 18 Title Sheet rev. 2/21/20 Sheet 2 of 18 Abbreviations, Legend and General rev. 2/21/20 Sheet 3 of 18 General Notes rev. 2/21/20 Sheet 4 of 18 Existing Site Plan and Key Map rev. 2/21/20 Sheet 5 of 18 Proposed Site Plan rev. 2/21/20 Sheet 6 of 18 Proposed Plan Sheet 1 of 9 rev. 2/21/20 Sheet 7 of 18 Proposed Plan Sheet 2 of 9 rev. 2/21/20 Sheet 8 of 18 Proposed Plan Sheet 3 of 9 rev. 2/21/20 Sheet 9 of 18 Proposed Plan Sheet 4 of 9 rev. 2/21/20 Sheet 10 of 18 Proposed Plan Sheet 5 of 9 rev. 2/21/20 Sheet 11 of 18 Proposed Plan Sheet 6 of 9 rev. 2/21/20 Sheet 12 of 18 Proposed Plan Sheet 7 of 9 rev. 2/21/20 Sheet 13 of 18 Proposed Plan Sheet 8 of 9 rev. 2/21/20 Sheet 14 of 18 Proposed Plan Sheet 9 of 9 rev. 2/21/20 Sheet 15 of 18 Typical Drainage Details rev. 2/21/20 Sheet 16 of 18 Erosion & Sediment Notes & Details rev. 2/21/20 Sheet 17 of 18 Erosion & Sediment Notes & Details rev. 2/21/20 Sheet 18 of 18 Proposed Site Plan rev. 2/21/20 Sheet 1 or 1 Stream Maintenance Plan 4/2/20 20. A set of Engineer's and Architect's Plans, generally entitled, "New Pumphouse and Clubhouse Addition," prepared by Rogers McCagg and Ahneman Kirby: Sheet Number Sheet Title Dated G 1.0 Coversheet 11/21/19 SP-3 Proposed Site Plan rev. 1/15/20 A1.00PH Proposed Construction Plans rev. 1/31/20 A2.00PH Proposed Construction Plans 11/21/19 A3.00PH Proposed Building Sections, Wall Section, and Details rev. 1/31/20 A9.00PH Photos & 3D Views rev. 1/31/20 A1.00CH Proposed Basement Plan 11/21/19 A1.01 CH Proposed Ground Floor Plan 11/21/19 A1.02CH Proposed Second Floor Plan 11/21/19 A1.03CH Proposed Roof Plan 11/21/19 A2.00OH Proposed Exterior Elevations rev. 1/31/20 A2.01 CH Proposed Exterior Elevations 11/21/19 A9.00OH Existing Photos 11/21/19 A9.01 CH 3D Views 11/21/19 21. A plan entitled, "A Golf Course of Blind Brook Club," dated September 2018, prepared by Jim Urbina Golf Design; Please note that our review is limited to planning and environmental issues. We offer the following comments regarding the application: 1. SEQRA and Full Environmental Assessment Form (EAF). The Board of Trustees, acting as Lead Agency, adopted a Negative Declaration on March 24, 2020. 2. Wetlands and Wetland Buffers. a. The Applicant is proposing 18,800 square feet of disturbance to the wetland and watercourse buffer area. The Applicant is proposing to restore 39,250 square feet of eroded streambank. This will result in a mitigation ratio of slightly greater than 2:1. The Applicant has provided a planting list of native, wetland species to be planted as part of the stream bank restoration. The Applicant has also provided a plan showing the areas of where the stream bank restoration is proposed. The Applicant has expressed that the restoration plan does not have specific locations for each proposed planting because the exact locations will be determined in the field to ensure that the proper plantings are being used to restore that area. This proposal seems appropriate. We would recommend that any approval be conditioned upon an "as-built" plan being provided to the Village to identify locations and the quantities of mitigation plantings after the restoration has been completed. The "as-built" plan should be reviewed and accepted by the Village Planner. b. The Applicant proposes to capture groundwater for irrigation which will require a permit from the NYSDEC. We look forward to discussion with the Board. Sarah L. Brown,AICP Senior Planner Debora Ryba Wetland Specialist cc: Honorable Mayor and the Village Board of Trustees Christopher Bradbury, Village Administrator Michal Nowak, Superintendent of Public Works/Village Engineer Jennifer L. Gray, Esq., Village Attorney Leonard A. Cohen, Esq.,for the Applicant Anthony B. Gioffre III, Esq., for the Applicant G:IDatalDocumentslDOCS215OOIRyeBrooklBlind Brook Club Site Plan and Wetlands Permit Review pme4.docx A Building Permit Check List&Zoning Analysis Address: cl 1 ��si -So�• i c�� SBL: Zcl -S-°0 Zone: *S' 3-!�_ 1Use: A -Z Const.Type: (Other. Submittal Date: l 2�0 1�l Revisions Submittal Dates: Applicant Nature of Work: INTO-rL, 9— ^ r dti 0 C-<- Aa f,.o ,j� C�- ttA.l r-N A- 5 FF S �T Reviews:ZBA: DEC - 4 H19 pB: BOT: Other. NEED OK ( ( ) FEES:Filing. zSo•-��- BP: C/O: Legalization: ( ) (� APP: Dated ✓ Notarized: ✓ SBL: ✓ Truss I.D. dross Connection: L,-,' H.O.A.: ( ) (Jf Scenic Roads:--7-Steep Slopes: Wetlands: ✓Storm Water Review: Street Opening. ENVIRO:Long. ✓ Short Fees: S�S_ �- 5 0 (,] _ - -� N/A: SITE PLAN:Topo: ✓ Sr'te Protection: ✓S/W Mgmt.: -� Tree Plan: Other. ( ) (� SURVEY:Dated Z� \« Current: ✓ Archival: Sealed: ✓ Unacceptable: PLANS:Date Stamped Sealed. -'*' Copies: Electronic: ✓ Other. (� ( ) License: Workers Comp: Liability Comp.Waiver. Other. 4, ( ) CODE 7S3#: Dated N/A: (� ( ) HIGH-VOLTAGE ELECTRICAL.Plans: Permit N/A: Other. (� ( ) LOW-VOLTAGE ELECTRICAL:Plans: Permit N/A: Other. (•� ( ) FIRE ALARM/SMOKE DETECTORS:Plans: Permit H.W.I.C.:_Battery_Other. (•� ( ) PLUMBING:Plans: Permit Nat Gas: LP Gas: N/A/: Other. FIRE SUPPRESSION:Plans: Permit N/A: Other. (,�( ) FLV.A.C.: Plans: Permit N/A: Other ( ) ( ) FUEL TANK:Plans: Permit Fuel Type: Other. ( ) ( ) 20I7 NY State ECCC: N/A: Other. (�( ) Final Survey Final Topo: RA/PE Sign-off Letter As-Built Plans: Other. ( ) ( ) BP DENIAL LETTER: C/O DENIAL LETTER: Other. ( ) ( ) Other. ( 13,B mtg.date: approval• notes: (,�'86Tiritg.date: approvaL• notes: (✓�PB mtg.date: approval: notes: REQUIRED EXISTING PROPOSED NOTES Area: 35 k � �.-35 Circle: Frontage Front Front: Sides: Rear. Main Cov: c9 L Accs.Cov: o-, Ft.H Sb: Sd.H Sb: I Z-- A 63,tO�:) 23,l2s' 2�{ Tot I �557,811 It':?p�?�Z Ft.Imt): !S'j 0h- Paz Height/Stories: notes: Residential Building Permit Fee Work Sheet Permit#: Date Issued: SBL: Zone: Address: Property Owner&Contact Info: Job Description: For all new dwellings and for additions measuring 800 sq. ft. or more made to existing dwellings, the following fee schedule shall apply: (plus any alteration fees) Total Sq. Ft. (excluding basements) x $225.00 x $I5.00/$I,000.00 Basement Sq. Ft. x $65.00 x $I5.00/$I,000.00 -------------------------------------------------------------------------------------------------------------------- New Construction Sq.Ft. • New Construction Cost • Building Permit Fee Basement= sq.ft. x $65.00 = $ x$I5.001$I'000.00 = $ # I L Fl. = sq.ft. x $225.00= $ x$I5.00/$I,000.00= $ 2°d Fl. = sq.ft. x $225.00 = $ x$I5.00/$I,000.00= $ Attic= sq.ft. x $225.00 = $ x$I5.00/$I,000.00= $+ Total Sq.Ft. = sq. ft. Total Cost= $ Total B.P.Fee= $ °Includes Attached Garage if Applicable. Total Amount Paid = $ Total Amount Due= $ Date: Signed: 445 Hamilton Avenue,14th Floor C U D DY White Plains,New York 10601 T 914 7611300 +FEDER F 914 761 5372 LLP cuddyfeder.com Anthony B.Gioffre III agioffre@cudd,vfeder.com November 27, 2019 BY HAND DELIVERY D � W LE Mayor Paul S. Rosenberg ��// and Members of the Board of Trustees Village of Rye Brook NOV 2 7 2019 938 King Street Rye Brook, NY 10573 VILLAGE OF RYE BROOK Attn: Michael Izzo, Building and Fire Inspector BUILDING DEPARTMENT Michal J. Nowak,Village Engineer Re: The Blind Brook Club Premises: 98o Anderson Hill Road,Village of Rye Brook, NY Dear Mayor Rosenberg and Members of the Board of Trustees: This letter and enclosed materials are respectfully submitted on behalf of Blind Brook Club, Inc. in further support of its proposed repairs, renovations and restoration improvements to portions of the property located in the Village of Rye Brook, New York(the"Premises"). As a supplement to the application materials submitted to the Village of Rye Brook on November 26, 2019, please find enclosed the following items: 1. Completed amended Site Plan Approval application checklist, signed by WSP USA Inc.; 2. Pages 6, 7 and 8 of the Exterior Building Permit Application; and 3. USB Flash Drive containing the entire November 26, 2019 submission as well as the supplemental documents submitted herein. Should the Board or Village Staff have any questions or comments in the interim, please do not hesitate to contact me. Thank you for your time and consideration in this matter. Respectfully submitted, 9,� At, Yony B. Gioffre III Enclosures WESTCHESTER I NEW YORK CITY I HUDSON VALLEY I CONNECTICUT 4311225.v 1 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BRooK,NY 10573 (914)939-0668 Phone (914)939-5801 Fax mizzo@rryebrook.org Memorandum To: Board of Trustees From: Michael J. Izzo,Building & Fire Inspector CC: Planning Board Qb Anthony B. Gioffre III, Esq., Cuddy+Feder, LLP Date: December 4, 2019 Re: Zoning Analysis; 980 Anderson Hill Road, Blind Brook Club The following zoning analysis is based on applications,materials, and plans, submitted on November 26, 2019 and supplemented on November 27, 2019 by Cuddy+Feder, LLP on behalf of their client, The Blind Brook Club, for drainage and infrastructure improvements&restorations to the golf course, interior alterations to the clubhouse, expansion of the clubhouse outdoor patio, and construction of a new detached pump house. The submitted materials include; • Cover Letter by Cuddy+Feder dated November 26, 2019, signed by Anthony B. Gioffre III. • Exterior Building Permit Application revised Nov. 27, 2019 signed by Bruce L. Campbell, G.M. Blind Brook Club. • Application for Site Plan Approval revised Nov. 27,2019 signed by Mr. Campbell and by Dennis M Mostowy Jr., P.E. • Stormwater Management Control Permit Application dated,Nov. 26, 2019 signed by Mr. Campbell. • Wetlands Permit Application dated Nov. 26, 2019 signed by Mr. Campbell. • Tree Removal Permit Application dated Nov. 26, 2019 signed by Mr. Campbell. • Erosion/Sediment Control Bond Application signed by Mr. Campbell.No bond deposit was submitted. • Preliminary Wetlands Assessment prepared by Evans Associates dated October 23,2019, signed by Beth Evans, PWS. -I- R f • Stormwater Pollution Prevention Plan dated November 22, 2019 prepared by WPS USA signed by Paul Guillet, P.E., CFM. • Existing Topographic Survey dated November 21, 2019 including Cover Sheet, Topographic Survey (INDEX), and Sheets 1 through 9 of the enlarged survey, prepared by Ahneman Kirby, LLC and sealed by Gerald T. O'Buckley, LLS. • Blind Brook Club Drainage Improvements plan set revised 11/22/19 pages; 1 through 17 of 17, prepared by WSP USA and sealed by Dennis M. Mostowy Jr.,P.E. • New Pump House and Clubhouse Addition plan set including pages; GLO, ALOOPH,A2.00PH,A3.00PH, A9.00PH, ALOOCH,ALO1CH, A1.02CH, A1.03CH,A2.00CH, A2.01CH, A9.00CH, A9.01CH, all dated 11/21/19 prepared by Rogers McCagg and sealed by Christopher M. McCagg, R.A., page SP-3 dated November 21, 2019 prepared by Ahneman Kirby and sealed by Thomas G. Ahneman. P.E. • A thumb drive of all the submitted materials was submitted on 11/27/19. The project shows no zoning inconsistencies. -2- 445 Hamilton Avenue,14th Floor C U D DY White Plains,New York 10601 T 914 7611300 +FEDER F 914 7615372 LLP cuddyfeder.com Anthony B.Gioffre III agioffre@cuddyfeder.com November 26, 2019 BY HAND DELIVERY am Mayor Paul S. Rosenbergand Members of the Board of Trustees Village of Rye Brook Rye King Street KRye Brook, NY io573 T Re: The Blind Brook Club Premises: 98o Anderson Hill Road,Village of ft Brook,NY Dear Mayor Rosenberg and Members of the Board of Trustees: This letter and enclosed materials are respectfully submitted on behalf of Blind Brook Club, Inc. (the"Club"or the"Applicant")in furtherance of its proposed repairs,renovations and restoration improvements to portions of the property located in the Village of Rye Brook, New York (the "Premises"). The Premises is classified in the R-35 Zoning District, as well as the Anderson Hill Road Scenic Road Overlay District and is designated as tax parcel 129.58-1-1 on the Town of Rye Tax Map. By way of background, the Club has operated recreational facilities, including an 18- hole golf course and clubhouse at the 16o-acre Premises for more than ioo years. As part of its routine maintenance,the Club performs minor repairs to golf fairways and greens,irrigation and drainage systems, stream channels and its clubhouse facilities on an as-needed basis. However, overall improvements,other than routine maintenance,have not been performed in decades. As detailed in the enclosed materials prepared by the Club's design professionals, landscape architects and environmental engineering consultants, the Club is proposing long overdue restoration and renovation to the Club property. Restoration of Golf Course Layout Years of turf maintenance along the perimeter of the golf fairways and greens have resulted in changes to the original golf course layout (i.e. a "shrinkage" or reduction of space between the fairway turf and greens and sand traps and bunkers throughout the course). The Club proposes to restore the limits and extents of fairways and greens to closely resemble that of the original design conditions. To better illustrate this phenomenon, aerial photos of the golf course from 20oo and 2o18 have been provided as Exhibit 1 hereto. Stormwater-Drainage System The stormwater-drainage systems of catch basins and sub-grade piping in many areas of the course are either not functioning properly or do not have sufficient capacity to manage the current WESTCHESTER I NEW YORK CITY I HUDSON VALLEY I CONNECTICUT 4273369.v1 FICUDDY ii/26/2oi9 +FEDER Paget LLP stormwater conditions. During seasonal wet periods, retained stormwater in these areas of the course inhibit access for maintenance and golf activities and promote damaging conditions for golf turf. The Club proposes to upgrade the existing stormwater-drainage systems throughout the Premises including the installation of new drainage pipes and a new network of drainage mains. To the extent possible, based on site topography, this upgraded drainage system will discharge into Blind Brook upstream of the Blind Brook Dam, allowing the collected stormwater to be used for irrigation. Stream Channel Maintenance The stream channel known as Little Blind Brook flows east to west through the southern portion of the golf course and discharges to Blind Brook downstream of the Blind Brook Dam. Over the years, the banks along certain reaches of the stream channel have been eroded and become unstable, and portions of the stream have been clogged with accumulated sediment. These conditions have resulted in increased turbidity,local flooding and migration of the stream channel in some areas. The improvements include limited removal of accumulated sediments and repairs to the stream banks to prevent erosion, flooding and further migration of the stream channel. Accumulated sediments within certain reaches of the stream channel that are determined to be contributing to bank erosion,flooding and channel migration will be removed. Bank repairs will be made by reshaping and covering with vegetative erosion controls, rock riprap, gabion walls or other types of constructed walls. Irrigation System and Irrigation Water Source The irrigation pumps and distribution system are antiquated compared to current industry standards. The improvements include the installation of a state-of-the art, automated irrigation pump and distribution system that will provide precise coverage and controllability to maximize the efficient use of irrigation-water sources. The existing irrigation distribution system will be replaced with a new network of irrigation piping including irrigation mains and laterals. The new system will incorporate modern sprinkler heads that will improve the efficiency of the system and result in reduced water consumption. Additionally,the improvements consist of the development of an on-site groundwater source to reduce the reliance on public water during seasonal dry periods and the construction of a new pump house to be connected to the upgraded irrigation system. Clubhouse Renovations The Club also proposes to renovate the clubhouse on the Premises to provide for an expanded women's locker room as the existing women's locker room is inadequate in size and amenities to serve the Club's members. The clubhouse renovations also include additions to the clubhouse's patio and terrace whereby such additions have been strategically designed to be consistent with current architectural features of the building. In support of this application,please find enclosed four(4)sets of the instant letter,together with the following documents: WESTCHESTER I NEW YORK CITY I HUDSON VALLEY I CONNECTICUT 4273369.0 PCUDDY /2019 +FEDER 11/26Page3 LLP 1. Aerial photos comparing golf course layout from 20oo and 2018; 2. Exterior Building Permit Application, together with a check in the amount of $250.00 representing the applicable filing fee; 3. Application for amended Site Plan Approval, together with a check in the amount of $575•0o representing the applicable filing fee; 4. Stormwater Management Control Permit Application,together with a check in the amount of$1,000.00 representing the applicable filing fee; 5. Wetlands Permit Application, together with a check in the amount of $1,15o.00 representing the applicable filing fee; 6. Tree Removal Permit Application, together with a check in the amount of $50.00 representing the applicable filing fee; 7. Erosion and Sediment Control Application; - 8. Survey of the Premises, prepared by Ahneman Kirby, LLC dated November 21, 2019; 9. Preliminary Assessment of Wetlands and Watercourses, prepared by Evans Associates Environmental Consulting, Inc., dated October 23, 2019; io. Stormwater Pollution Prevention Plan, prepared by WSP USA Inc., dated November 22, 2019; ii. Completed Full Environmental Assessment Form; 12. Copy of the deeds of ownership for the Premises; and 13. List of all property owners within a 250-foot radius of the perimeter of the Premises and their mailing addresses. Also included with the instant letter are engineering drawings prepared by WSP USA Inc., last dated November 22, 2019 and architectural drawings prepared by Rogers McCagg Architects and Interior Designers, PC, last dated November 21, 2019 detailing the proposed restoration and renovation,together with a check in the amount of$5,Ooo.00 representing the requested escrow fee for the Village's consultants to review the application. The Club looks forward to appearing before the Board of Trustees on December loth. Should the Board or Village Staff have any questions or comments in the interim, please do not hesitate to contact me. Thank you for your time and consideration in this matter. WESTCHESTER I NEW YORK CITY I HUDSON VALLEY I CONNECTICUT 4273369.v 1 FICUDDY /2019 +FEDER 11/26 Page 4 LLP Respectfully submitted, J4�1 �'944 lk(- Anthony B. Gioffre III Enclosures Cc: Michael Izzo, Building and Fire Inspector Michal J.Nowak,Village Engineer Village Administrator Village of Rye Brook Planning Board Blind Brook Club, Inc. WSP USA Inc. Rogers McCagg Architects and Interior Designers, PC Ahneman Kirby, LLC WESTCHESTER I NEW YORK CITY I HUDSON VALLEY I CONNECTICUT 4273369.v 1 y a= 1� Aqj U O CD 0 n.. � n *46 s a• ` 16" 3 - l i o t, 00 Ap *p' ! •? Y µ. ED NOV 2 7 2019 BULL R ENT EBUILDING V E REVISCAnoN VI •;,Y OK APpL "� � 19 938 KING NY 10573 DATED: , • .� . . (914)93 39-5801 BROOK e RTMENT FOR OFFICE USE ONLY: Approval Date: Permit# Application# Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: Date: BOT Approval Date: Case# Chairman: PB Approval Date: Case# Secretary: ZBA Approval Date: Case# Other: Application Fee: Z� T_ Permit Fees: EXTERIOR BUILDING PERMIT APPLICATION Application dated: fl—Z!—Zd(13 is hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance of a Permit for the construction of buildings,structures,additions,altorations or for a change in use,as per detailed statement described below. 1. JobAddress: 980 Anderson Hill Road 2. Parcel ID#: 129.58-1-1 Zone: R-35 3. Proposed Improvement(Describe in detail): Improvements to existing clubhouse to provide for expanded women's lockeroom and expanded patio/terrace. Construction of a pumphouse for the golf course irrigation. 4. Property owner: Blind Brook Club, Inc. Address: 980 Anderson Hill Road Phone# 914-939-1450 Cell# e-mail List All Other Properties Owned in Rye Brook: Applicant: t3 F—U C C Cam}W1 FJ A E L.C_ Address: 990 A-NP59—JE ► I-It u— CLeo+h Phone# �2(q— q 3g /T So Cell# e-mail P CAM�oBe�[,L�I3Lt v/��31 i�- Architect. Rogers McCagg Architects CLvg.vim, Address: 44 North Main St. South Norwalk, CT 06854 Phone# 203-354-5215 Cell# 917-318-1445 e-mail tpanza@rm-arch.com Engineer: Tietjen Venegas Engineers Address: 68 Purchase Street Rye, NY 10580 Phone# 914-967-9505 Cell# e-mail edison@tietjenpe.com General Contractor: Clark Construction Inc. Address: 30 Bridge Street New Milford, CT 06776 Phone# 806-799-7344 Cell# e-mail tim@clarkci.com 3nvt9 5. Occupancy;(1-Fam.,2-Fam.,Commercial.,etc...)Pre-construction: COMM. Post-construction: Comm. 6. Area of lot: Square feet:7,069,788 Acres: 162.3 Cubhouse>3C0' Clubhouse>1000' 7. Dimensions from proposed building or structure to lot lines: front yard: Pumnho me>,nnn rear yard: Fumphouse_-5.3_ Clubhouse>800' Clubhouse>1000' right side yard: Pumphouse>l000' left side yard: Pumbhouse-95.5' other: 8. If building is located on a corner lot,which street does it front on: n/a 9. Area of proposed building in square feet: Basement: n/a I,fl:Pump-360sf 2 d fl: n/a _3-d fl: n/a 10. Total Square Footage of the proposed new construction: Pumphouse-360sf 11. For additions,total square footage added:Basement: n/a I fl:Patio-269sf 2ed fl: 1,584sf Yd fl: n/a 12. Total Square Footage of the proposed renovation to the existing structure: 6,250sf _ 13. N.Y.State Construction Classification: Clubhouse-116,Pump-11B N.Y.State Use Classification: Clubhouse-A2,Pump-u Clubhouse-2 Clubhouse-32' Clubhouse-38'-6" 14. Number of stories: Pumphouse-1 Overall Height: Pumphouse 15 Median Height: Pum,,house-11-6°- 15. Basement to be full,or partial: n/a , finished or unfinished: n/a 16. What material is the exterior finish: Clubhouse - stucco, Pumphouse - painted vertical board and batten Clubhouse-h0 Clubhouse-clay the 17. Roof style;peaked,hip,mansard,shed,etc: Pumrhouse-nabe Roofing material: Pumphouse-asuhalt shim 18. What system of heating: Clubhouse-hydronic forced hot air, Pumphouse-electric 19. If private sewage disposal is necessary,approval by the Westchester County Health Department must be submitted with this application. Clubhouse system is existing, Pumphouse has not plumbing. 20. Will the proposed project require the installation of a new,or an extension/modification to an existing automatic fire suppression system?(Fire Sprinkler,ANSL System,FM-200 System,Type I Hood,etc...) Yes:-Qubhousr�,O. x-pumphouse (if yes,applicant must submit a separate Automatic Fire Suppression System Permit application&2s�el is of detailed engineered plans) 21. Will the proposed project disturb 400 sq.ft.or more of land,or create 400 sq.ft.or more of impervious coverage requiring a Stormwater Management Control Permit as per§217 of Village Code? Yes: X No: Area: 22. Will the proposed project require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes: X No: (ifyes,applicant must submit a Site Plan Application,&provide detailed drawings) 23. Will the proposed project require a Steep Slopes Permit as per§213 of Village Code Yes: No: X (if yes•you must submit a Site Plan Application.&provide a detailed topographical survey) 24. Is the lot located within 100 ft.of a Wetland as per§245 of Village Code? Yes: X No: (:f yes,the area of wetland and the wetland buffer zone must be properly depicted on the survey&site plan) 25. Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9/28/07? Yes: X No: (if yes,the area and elevations of the flood plane must be properly depicted on the survey&sire plan 26. Will the proposed project require a Tree Removal Permit as per§235 of Village Code? Yes: X No: (i yes,applicant must submit a Tree Removal Permit Application) 27. Does the proposed project involve a Home-Occupation as per§250-38 of Village Code? Yes: No: X Indicate: TIER I: TIER 1I: TIER III: (if yes,a Home Occupation Permit Application is required) 28. List all zoning variances granted or denied for the subject property: n/a 29. What is the total estimated cost of construction: $ O nO o O Note.The estimated cost shall include all site improvements,labor,material,scaffolding,jt equipment,professional fees,including any material and labor which may be donated gratis.If the final cost exceeds the estimated cost,an additional fee will be required prior to issuance of the CIO. 30. Estimated date of completion: rn f} (2) 3/21/19 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 93 8 KING STREET RYE BROOK,NY 10573 I (914)939-0668 FAx(914)939-5801 RESIDENTIAL LOT AREA COVERAGE 980 Anderson Hill Road 129.58 1 Address: Section: Block: Lot: 1 PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS (Local Law 3-88) YOUR ZONE AREA IN MAIN ACCESS. DECK ZONE DISTRICT SQ. FEET BLDG. BLDG. MAX. CHECK MAX. x R-35 35,000 14% 4% 5% R-25 25,000 14% 3.5% 4% R-20 20,000 1 14% 3.5% 4% R-15 15,000 16% 3.5% 4% R-15A 15,000 12% 3.5% 4% R-12 12,500 17% 4% 4% R-10 10,000 20% 4.5% 3.5% R-7 7,500 23% 4.5% 3.5% R-5 5,000 30% 5% 3.5% R-2F 5,000 30% 5% 3.5% Existing: Proposed: 1. AREA OF LOT 7, 069, 788 Sq. Ft. 7, 069, 7 8 8 Sq. Ft. 2.AREA OF HOUSE a. Coverage of Main Building (Including Attached Garage or Accessory Building) 14, 824 Sq. Ft. 14 , 8 2 4 Sq. Ft. b. Area of 19t Floor Divided By Area of Lot x 100 0 .2 % 0 .2 % 3.AREA OF ACCESSORY BUILDING (Includes Detached Garages,Tool Shed, Playhouses) 3 , 870 Sq. Ft. 4, 103 Sq. Ft. a. Coverage of Accessory Building Area of Accessory Building Divided By Area of Lot x 100 0 . 05 % 0 . 058 % 4. AREA OF DECK 4, 650 Sq. Ft. 5, 580 Sq. Ft. a. Coverage of Deck Area of Deck Divided By Area of Lot x 100 0 . 06 % 0 . 078 % D ARCy attest to the best of my know i e information is correct. Ar 's gnature (3) �38883'N .,1 3/21/19 FOF NEB BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914) 939-0668 Fax(914)939-5801 I' IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address:980 Anderson Hill Road Section: 129.58 Block. 1 Lot: 1 Zone: R-35 IMPERVIOUS SURFACES (Definition): All buildings, as defined herein, and all areas on the ground or elevated above the ground which are comprised of materials through which water cannot readily flow, including, but,not limited to asphalt, concrete, masonry, wood, gravel and clay, and which consist of elements including, but not limited to, court yards, sports courts,swimming pools,patios,sidewalks,ramps,terraces and driveways. TOTAL MAXIMUM PERMITTED MAX. PERMITTED COVERAGE Zoning IMPERVIOUS LOT AREA BY IMPERVIOUS SURFACES District COVERAGE IN FRONT (sq.ft.) For Base Lot For Lot Area YARD(%) Area(sq.ft.)* Over Base R-35 15 Lot Area(%) R-25 20 0 to 4,000 0 55 R-20 30 4,001 to 6,000 2,200 35 6,001 to 12,000 2,900 27 R-15 35 12,001 to 16,000 4,520 26 R-15A 35 16,001 to 20,000 5,560 25 R-12 40 20,001 to 30,000 6,560 24 30,001 to 40,000 8,960 23 R-10 45 40,001 &larger 11,260 22 R-7 40 R-5 30 R2-F 30 *"Base Lot Area"is the minimum end of the lot size range in the"Lot Area" column Area of lot: 7, 0 6 9, 788 s .fL Existing Allowed Proposed Total impervious coverage = 118, 772 S .ft. 1, 555, 3535 .ft. 119, 935 S .ft. tS Front impervious coverage= 1 . 68 % % 1. 69 % 1 ED ARC,yi ttest to the best of my know e ie T information is correct. * '1 ect's Signature 4 �,9jFG0 F NE�yO c4> 3/ll/19' � i BUII,DING DEYARrWNT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 FAX(914)939-5801 i BULK REGULATIONS IN RESIDENTIAL DISTRICTS Address: 980 Anderson Hill Road Section: 129.58 Block: 1 Lot: 1 MAXIMUM GROSS FLOOR AREA I USE FORMULA: Maximum Gross Floor Area=4,000+ [(Lot Area—21,780) x 0.11478421 ]: a.Allowed = 813 , 000 Sq. Feet b. Existing = 23 , 125 Sq. Feet c. Proposed = 24, 955 Sq. Feet HEIGHT/SETBACK RATIOS FOR RESIDENTIAL DISTRICTS DEFINITION: A standard designed to regulate the height of a building in relation to the average grade of the corresponding portion of the lot fine from which it is set back. The ratio modifies the maximum permitted Height of Building by forming an inclined plane beginning at the average grade along the portion of the lot line from which the setback is measured and rising toward the building at the specified ratio above which no part of any building, other than minor architectural features such as chimneys, skylights and dormer windows not covering more than 10%of the entire roof area,shall be permitted to extend. Height and Setback shall be calculated using the formula; Height/Setback=X, where X is the required side or front yard ratio for the zoning district in which a property is located as specified in Article VIII of Chapter 250. A complete elevation view for the proposed improvement must be included on the drawings. FILL IN YOUR RATIOS: PUMPHOUSE ZONE E.C/STING MOPOSED REQU/RED FRONT: FRONT: FRONT: .44 (new construction} 0--35 SIDE: SIDE: SIDE: 1.20 FRONT: FRONT: FRONT: .48 proposed rear = 0 . 015 /7-25 SIDE: SIDE: SIDE: 1.30 proposed side = 0 . 157 FRONT: FRONT: FRONT: .60 0-20 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .60 CLUBHOUSE SECOND FLOOR ?15 SIDE: SIDE: SIDE: 1.60 (addition) FRONT: FRONT: FRONT: .80 ?15A SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: ,gg existing front = 0 . 037 R-12 SIDE: SIDE: SIDE: 1.60 proposed front = 0 . 079 FRONT: FRONT: FRONT: .80 existing side = 0 . 020 ?f0 SIDE: SIDE: SIDE: 2.40 proposed side = 0 . 0'32 FRONT: FRONT: FRONT: .96 -7 SIDE: SIDE: SIDE: 3.00 FRONT: FRONT: FRONT: 1.20 ?5 SIDE: SIDE: 4.00 FRONT: � T� FRONT: 1.20 rthe SIDE' �5 pQ� S� Cj SIDE: 4.00 1 att of my t� e information is correct. 3/21/19 TF OF t1�� BUILD �� �, 1 �MENT D W VTL 11 . ....: OK 938 KING ?' ,NY 10573 NOV 2 7 2019 (914)9 39-5801 t VILLAGE OF RYE BROOK BUILDING DEPARTMENT AFFIDAVIT OF COMPLIANCE VILLAGE CODE §216• STORM SEWF,RS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT. STATE OF NEW YORK, COUNTY OF WESTCHESTER ) as: 6F.�r'_r0,— M43 A6ER 31,Bruce Campbell on behalf of Blind Brook —, residing, residing at,13 �flyrR{{jLl- R� TR�n� �I, OW1 (Print name) U b, Inc. (Address where you live) being duly sworn, deposes and states that (s)he is the applicant above named, and further states that (s)he is the legal owner of the property to which this Affidavit of Compliance pertains at; 980 Anderson Hill Road , Rye Brook, NY. (Job Address) Further that all statements contained herein are true, and that to the best of his/her knowledge and belief, that there are no known illegal cross-connections concerning either the storm sewer or sanitary sewer, and further that there are no roof drains, sump pumps, or other prohibited stormwater or groundwater connections or sources of inflow or infiltration of any kind into the sanitary sewer from the subject property in accordance with all State, County and Village Codes. (Signature ofPropem,O—er(s)) Camp;,v_ Co. WI. (Print Name of Property Owzter(s)) Sworn to before me this S� day of 20 I� �Ilubfie ALEXANDRA H.FRANK l'/Yj a OWk I'J Notary Public,State of NOW York No.01FR63*3711 ty (6) Quallflad in Westchesset r 8 20 .. ;u,rrnlsslon Expires Aug 3/21/19 This application must be properly completed in its entirety by a N.Y. State Registered Architect or N.Y. State Licensed Professional Engineer & signed by those professionals where indicated. It must also include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void, and will be returned to the applicant. Please note that application fees are non-refundable. STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: P>c- e- L• C.aw'pb-t--( , being duly sworn, deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the G ev\t.-al M A.n1ACC r- for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief, and that any work performed, or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications, as well as in accordance with the New York State Uniform Fire Prevention&Building Code, the Code of the Village of Rye Brook and all other applicable laws, ordinances and regulations. By signing this application, the property owner further declares that he/she has inspected the subject property, and that to the best of his/her knowledge there are no roof drains, sump pumps or other prohibited stormwater or groundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property. Sworn to before me this Sworn to before me this a 0l^ day of , 20 day of MD , 20 1cl Signature of Property Owner Signature of Applicant Print Name of Property Owner Print Name of Applicant Notary Public 1. of Pubic ALEXANDRA H.FRANK(/Ylo ) Notary Public,State of New York No.01FR6363M Qualified In Westchester County Commission Expires August 28,20�2.11 (8) 3/21/19 it R-JISF A0V 2 7 1019 � IE C UCATIo BUR, ANT E VI ox NOV 2 6 2019 938 KING r ,NY 10573 VILLAGE OF RYE E914 939- ~~'`''t'- 39-5841 BROOK ) BUILDING DEPARTMENT - ol�c` ra FOR OFFICE USE ONLY: BOT Approval Date: PB Approval Date: BOT Disapproval Date: PB Disapproval Date: Attach Resolution Hereto: BOT[ ] PB[J ZBA[ ] Chairman: c+ SITE PLAN FEE: 45 7 C, ^I D DATE PAID: ENVIRONMENTAL FEE: F���- �h ? DATE PAID: b OTHER: APPLICATION FOR SITE PLAN APPROVAL Submission of this applica9on does not assure placement on any Plannirg Board Agenda.The Applicant will be notified of such placement. This application references but is not limited to the following sections of the Code of the Village of Rye Brook;§250 ZONING,§209 SITE PLAN REVIEW,§235 TREES,§107 DEMOLITION OF BUILDINGS,§224 SWL'vLMING POOLS,§121 EXCAVATION&TOPSOIL REMOVAL,§118 EROSION&SEDIMENT CONTROL,§213 STEEP SLOPES PROTECTION,§219 SUBDIVISION OF LAND, §250-40 NOTIFICATION REQUIREMENTS.Applicants and their Design Professionals are strongly advised to review the above mentioned code sections online at,www.ryebrook.org prior to completing and/or submitting this application. APPLICATION FEE SCHEDULE: Residential Dwellings- $325,plus S200 per additional dwelling unit. Non-Residential Buildings - $475 plus $30 per parking space. Planned Unit Development-$575 per acre PUD Amendment- $300 Site Plan Amendment- $575 Wetlands&Watercourse- $1,150 Consultant Review(Escrow)Fee: Minimum fee$250-maximum fee$2,500,to be determined by the Village Engineer. Application fees are non-refundable.The applicant's Escrow Account must have a positive balance at all tunes prior to any Consukant,Atrorne,or Village review. Escrow Fees and Site Plan Fees must be paid on separate checks made payable to the Village of Rye Brook. 1. Site Address: 980 Anderson Hill Road ParcelID#: 129.58-1-1 Zone: R-35 2. Property Owner: Blind Brook Club, Inc. Address: 980 Anderson Hill Road E-Mail: bcampbeil@blindbrookciub.org Tel.#: 914-939-1450 Other: 3. Applicant: Same as above Address: E-Mail: Tel.#: Other: 4. Design Professional: WSP USA, Inc. Address: 4 Research Drive, Sheldon, CT 06484 E-Mail: rob.good@wsp.com Tel.#: 475-882-1732 Other: 5. Designate to whom correspondence is to be sent: Anthony B. Gioffre III agioffre@cuddyfeder.com aotc:If applicant is a"Contract Vendee".please attach a copy of the contract summary with financial and confidential terms deleted. t 3/21/19 } 1 l i t r J" n i i i { I k` S I k TI 6. Street which property abuts: Anderson Hill Road 7. Does property connect directly into State or County highway? ( )NO QQ YES: Former CR 18A 8. Is site within 500 feet of Village Boundary?( )NO 00 YES If yes note all bordering municipalities: Town of Harrison 9. Total area of site: 162.3 Area of site activity: 10. Site coverage: 1.0% %; Building coverage: .33% 11. Existing building size: 23,125 sf New/additional building size: 502 Sf 12. Existing parking spaces: 92 New parking spaces: 0 13. Nature of proposed activity: Improvements to golf fairway and greens; irrigation and stormwater maintenance system; renovations to existing clubhouse, construction of new pump house building Please note that this application must include the notarized signature(s)of the legal owner(s) of the above-mentioned property, in the space provided below. Any application not bearing the legal property owner's notarized signature(s)shall be deemed null and void, and will be returned to the applicant. STATE OF NFW YORK,COUNTY OF WESTCHESTER ) as: Bruc-4 L• G4mp);&i l ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the Gee►t i-ext tMoAo a(' for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agEnt,attorney,etc) That all statements contained herein are trite to the best of his/her knowledge and belief, and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention &Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Sworn to before me this a�5 - day of , 20 day of l biJet`Il'l j , 20L�_ Notary Public Notary lic Signature of Property Owner Si ature of Applicant Print Name of Property Owner Print Name of Applicant ALOWNDRA H.FRANK *notary Public,State of New York No.01FR6363711 o,:,i1Med In Westchester County isslon Expires August 28,20_:2�� z 3(21r19 aR��� D IE C E ME VILL OOK 938 King S yr10 .Y. 10573 NOV 2 7 2019 (914)9339-5801 7y VILLAGE OF RYE BROOK BUILDING DEPARTMENT SITE PLAN SUBMITTAL REVIEW CHECKLIST This form shall serve as a checklist for site plan submittal and review by the Village of Rye Brook. The use of this plan review checklist by the applicant is to ensure compliance with the technical provisions of§209 of the Code of the Village of Rye Brook entitled, Site Plan Review, pertaining to preliminary and final plan preparation. The Village Code is available on the Village Website at: www.ryebrook.or& Prior to the appearance before ANY meeting or hearing of the Planning Board,the applicant must comply with all Notification Requirements of Code Section 250-40. SITE PLAN SUBMITTAL SHALL INCLUDE: 1. APPLICATIONS. Completed and signed including correspondences. 2. CHECKLIST. Completed and signed. 3. PLANS. Signed, Sealed & Dated. Three paper (3) copies and one (1) electronic version. One (1) record set with original signatures, dates and seals shall be provided and submitted with two (2) copies that clearly indicate the signatures, dates,and seals shown on the record set. 4. FEES: All application fees and Environmental fee. A separate check for filing fee and Environmental fee. S. Environmental Assessment Form. Form available on the NYS DEC website and mapper. 6. Electronic Copy. Complete copy of all plans and shall be submitted electronically at time of submission. 7. Notarized ffidavit of Sign Posting& Mail Notification. I, (Applicant's signature)have read the Notification Requirements of Code Section 2504 and wil provide notification as required. IDENTIFICATION OF APPLICANT(S): Identification of Applicant: Blind Brook Club., Inc. Applicant: GV-,g c-C— Gr}1vt 9 C-' k-L Address: 980 Anderson Hill Road Tel. #: 914-939-1450 Fax: E-Mail: bcampbell@blindbrookciub.org Project Name: Blind Brook Club Project Address: 980 Anderson Hill Road Current Property Owner: Blind Brook Club Address: 980 Anderson Hill Road Tel. #: 914-939-1450 Fax: E-Mail: bcampbell@blindbrookclub.org IDENTIFICATION OF PROPERTY: Identifying Title: Blind Brook Club Tax Designation: Section: 129.58 Block: 1 Lot: 1 Zoning District: R-35 Street which property abuts: Anderson Hill Rd Plan Submission Date: it -Z(- Za( q Site Plan Checklist Pagel of 7 3/21/19 Project Address 9 a 0 j4p yG p 5 ON 14((L Y N NA PLANREOUIREMENTS 000 3 copies of plans prepared and signed by a registered Land Surveyor,Engineer or Architect. 0 O O One(1)electronic copy of all submitted plans and surveys. 0 O O Topographic Survey stamped by New York State Land Surveyor with license number and seal. 40 O O Topographic survey scale of one(1)inch per twenty(20)feet or larger. 0 O O Section, block and lot numbers of the property taken from the latest tax records along with a copy of the most recent property card on file with the Town of Rye Tax Assessor's office. O O (0 Name of the proposed subdivision plan. Q O O Name and address of the owner of record. 0 O O Name and address of the applicant. Of O O Deed reference(s). 0 O O Names, addresses and signature of every Engineer, Architect, Land Surveyor or Soil Scientist whose professional seal appears on any site plan submitted to the Board. 0 O O North arrow and scale. 0 O O Location map at the minimum scale of 1"equals 1,000 feet. 0 O O Area of all lots,in square feet. 0 O O Engineering notes on plans as stated in application packages. 0 O O Copies of all existing and proposed deed restrictions or covenants applying to the property, including, but not limited to, covenants and agreements restricting the use and establishing future ownership and maintenance responsibilities for all private roads,recreation,and open space areas. 000 Any prior land use approvals with respect to the subject property. 000 Date the plans were first drafted. Any revision(s)made to any of the sheets first submitted are to be so noted in the revision block. The revision block is to be placed on the originals of the revised sheets. Additional paper copies are to be made& submitted for the Planning Board&Building Dept.to replace those sheets previously submitted. 000 Other existing site improvements,including,but not limited to,fences,landscape or retaining walls,landscaping & screening. 000 Location of all buildings and structures on the premises and approximate location of all neighboring buildings or structures within 100 feet of the lot line. 19 O O Fees paid to The Village of Rye Brook Building Department. 0 O O Any revisions to plans shall be identified with a revision cloud and numbered revision triangle Y N NA ABUTTING PROPERTYINFORMATION 0 O O The names and addresses of all abutting property owners within 250 ft as indicated in the Municipal records. 0 O O Zoning and use of abutting properties noted on plans. 01 O O Shape,size,height and location of existing buildings and driveways within one hundred(100)feet of the site. 0 O O Location and description of existing easements within one hundred(100)feet of the site. 0 O O Location of existing private or public trails within one hundred(100)feet of the site. 0 O O Location of existing roads,scenic roads and/or driveways within two hundred(200)feet of the site. 0 O O Location of proposed parkland.If none state nearest recreation facility 0 O O Location of existing septic system leach fields within two hundred(200)feet of the site. 0 O O Locations,dimensions,grades and flow direction of existing sewers,culverts,waterlines as well as other underground utilities within and adjacent to the property. Site Plan Checklist Page 2 of 7 3/21/19 Project Address 0 O O The location of all existing watercourses,intermittent streams,wetland areas and springs,consistent with the definitions set forth in Chapter 245,Wetlands and Watercourses,of the Code of the Village of Rye Brook. Y N NA PROPOSED SITE PLANINFORMATION 0 O O Sufficient, acceptable information to readily determine the location, bearing,and length of every street line, lot line, and property boundary line. 0 O O Location of all building setback lines. Of O O Topographic data at a minimum contour interval of 2'-0"increments,showing existing and proposed contours on the property and extending a minimum of 25 feet into all adjacent properties. 60 O O The location and characteristics of the different areas of vegetation,including the identification of all individual trees 12 or more inches in diameter at breast height("DBH"),protected trees of any size,as well as stands of trees and wooded areas, within areas of proposed disturbance, consistent with the provisions of Chapter 235,Trees, of the Code of the Village of Rye Brook. 0001 Location and proposed development of all buffer areas,including existing vegetative cover. O O 0 Location and description of any zoning district and municipal boundaries including a zoning compliance chart for the existing and proposed lots. 00 O Shape,size,height and location of all existing and proposed buildings. ® O O Location and description of any existing and proposed easements. O O Location and dimensions of all existing and proposed streets,driveways,sidewalks,parking spaces,bicycle parking, loading areas and other facilities associated with the proposed use. O O A Identification of the location and amount of building area proposed for retail sales or similar commercial activity. 0 O O Location of existing and proposed utilities(water,sewer,gas,electrical,telephone,oil tank etc.). 0 O O Design and location of all existing and proposed wells,septic tanks and leach field systems,or methods of waste water disposal. 0 O O Location,type and size of all existing and proposed landscaping and screening including fences and walls. O O 0 Location,size and proposed screening of outdoor storage areas,if any. 0 O O Location, design and construction material of all existing or proposed site improvements, including drains, culverts, retaining walls,landscape walls and fences. O O 0 Exterior lighting plan and proposed signs to be located on site,including sign orientation,size,height,and elevation view. 04 O O Storm drainage plan and plans for snow removal and storage. O O 0 Pedestrian and automobile circulation plan. 01 O O Construction drawings for pavements,walks,steps,curbing,drainage&other structures associated with the proposed use. 0 O O Erosion and sedimentation control plan,including installation details of proposed control measures,directive construction notations and a schedule for the installation and maintenance of proposed control measure. O O Description of measures planned to assure proper erosion and sedimentation control in accordance with the requirements of Chapter 118 entitled"Erosion and Sediment Control,"of the Code of the Village of Rye Brook. 0 O O Drawing and computation for storm water detention design for a 25-year storm in accordance with the Westchester County Best Management Practices 14 O O Rock outcroppings and areas of steep slope consistent with the definitions set forth in Chapter 213,Steep Slope Protection, of the Code of the Village of Rye Brook. 0 O O Location of any common lands and/or public lands. 00 O O Phasing or an estimated project construction schedule. O O 0 Supporting documents,including deeds,maintenance,condominium agreements,etc. Site Plan Checklist Page 3 of 7 3/21/19 Project Address ut� C7N K(C L 000 Location of proposed construction or area of disturbance and its relationship to any property line, easement, building, structure, road, wall, fence, sewage disposal system, well, wetland feature or tree exceeding six inches in diameter measured at a height of four feet from the ground ID O O Estimate of earthwork showing the quantity of any material to be imported to and/or removed from the site including a chart with the number/species and size of any trees to be removed. 000 Location and size of areas of soils by soil types in the area of proposed disturbance and to a distance of 100 feet surrounding the area of disturbance. 600 Cross sections of steep slope areas. 00 O Retaining walls or like constructions,with details of construction. 00 O Approximate boundaries of any areas subject to flooding or stormwater overflows, including areas of special flood hazard and coastal high-hazard areas, consistent with the definitions set forth in Chapter 130, Flood Damage Prevention, of the Code of the Village of Rye Brook.Approximate Wetlands and wetland buffer boundaries shall be clearly delineated. 00 0 Location of fire and other emergency zones,including the location of fire hydrants. 00 O Studies to include,but not necessarily limited to: environmental impact analysis,wildlife,traffic,stormwater management,recreation,public service,fiscal impact,visual impact and historic significance documentation,or a written request to waive the submission requirements for these studies. 00 0 Amount of any bonds required. 010 O Amount of excavated material to be removed from site,if any. Y N NA OTHER(as applicable) 00 O Record of application for and approval status of all necessary permits from state and county officials and local utility companies. 00 O Identification of any federal,state or county permits required for the project's execution,including project referrals, if any,&environmental review procedures mandated by Article 8,Environmental Quality Review,of the Environmental Conservation Law(SEQRA). 000 Any other information felt necessary by the Planning Board to allow the Board to proceed with consideration&to make an informed decision. DEVELOPMENT REVIEW CHECKLIST WESTCHESTER COUNTY PLANNING BOARD Notice to Applicants/Developers: At some point during the development review process your project may be referred to the Westchester County Planning Board for review and comment in accordance with state and county laws that require local planning boards, zoning boards of appeals and governing bodies to refer certain development applications to the County Planning.Board. Referral to the County Planning Board may not occur until your project has progressed well along through the design process. Since the Planning Board's comments may impact project design,this checklist is provided to encourage early consideration of these areas of concern by applicants to avoid project changes later. For information on the County Planning Board review process and to access an electronic copy of this checklist, go online to www.westchestergov.com/planningreferrals or contact Lukas Herbert at lah5@westchestergov.com. I. COUNTY PLANNING BOARD POLICIES: Written policies underlie all recommendations of the County Planning Board. Westchester 2025-Context for County and Municipal Planning and Policies to Guide County Planning,adopted by the County Planning Board on 5/6/08,amended 115110,can be found at ww.westchestergov.com/2025. ❑Westchester 2025:Policies should be reviewed to determine how they relate to the development proposal. II.IMPACTS TO COUNTY FACILITIES AND SERVICES: The County Planning Board coordinates the review of development projects with Westchester County departments to identify and address potential impacts on County services and infrastructure.In some situations,permits and approvals may be required that could change project design. Site Plan Checklist Page 4 of 7 3/21/19 Project Address Q9d 4MQ&F-5dnJ �4((,L ® Map of County Facilities: Review the State& County Roads and Parks map (which also includes county channel lines)to identify proximity to County facilities at: www.westchestergov.com/planningdoes/pdfrnaps/countystateroadsparks.pdf Other useful map links for information about environmental features, septic/sewer map, county sewer districts map, etc can be found at: www.westchestergov.com/maps ❑ COUNTY ROAD: Applications for development on sites that abut a County road must be submitted for review by the County Department of Public Works. Information and forms can be found at: www.westchestergov.com/dpw/bldgperm.htm.Former County Roads do not need review by the Department of Public Works,but will still likely trigger a review by the County Planning Board. ❑ COUNTY CHANNEL LINES: Applications for development on sites within 100 feet of a designated County Channel Line require a stream control permit from the County Department of Public Works. Information and forms can be found at: www.westchestergov.com/dpw/bldgperm.htm ❑ COUNTY PARK: New construction &land alteration projects adjacent to County parks are expected to address screening& buffer of new uses from the park, as appropriate. Stormwater should not drain from a developed site onto a County park without acceptable quantity and quality controls.County parks are designated as Critical Environmental Areas. ❑ SEWAGE TREATMENT AT COUNTY TREATMENT PLANT: Local municipalities are required to reduce and eliminate inflow and infiltration(I&I)into the sanitary sewage systems tributary to County treatment plants.New development will be expected to reduce I&I in relation to generation of new flow at a ratio of three to one. This requirement must be discussed with local officials. ❑BEE-LINE BUS SERVICE: Bee-Line bus stops serving a development site should be identified on plans or noted if located off-site. If a bus stop is located along the site's frontage, the applicant should contact the County Department of Transportation to discuss impacts and the need for improvements. Safe and separate pedestrian access should be provided to link a bus stop and sidewalk with building entrances. Information on County bus service and design guidelines can be found at: westchestergov.com/transportation/images/Bus%20Service%2OGuidelines.pdf ❑FAIR AND AFFORDABLE HOUSING: Many municipalities require inclusion of fair & affordable units in new developments. Financial assistance to achieve fair & affordable housing development is available through Westchester County & other sources.Applications that include new residential units to be affirmatively marketed & sold or rented subject to fair& affordable housing provisions should be tied to Westchester County guidelines on affordability including income guidelines of eligible households that can be found at: http://homes.westchestergov.com/. If County funding is sought to develop fair & affordable housing,the County Board of Legislators must be included as an involved agency under SEQR ®RECYCLING: New buildings must contain a designated area of sufficient size for separation and storage of recyclables and trash.Building expansions should also include sufficient space for separation and storage of recyclables. For more information about County recycling requirements go to:www.westchestergov.com/environment—recycling.htrn ®STORM SEWER SYSTEM: Any connections to a County storm sewer line will require a permit from the Department of Public Works in accordance with the County Illicit Discharge Detection and Elimination (IDDE) law. Information & forms can be found at:www.westchestergov.com/dpw/bldgperm.htm Non-stormwater discharges to the County storm sewer system are prohibited. III.DEVELOPMENT STANDARDS The County Planning Board's land use policies focus attention on several aspects of development that may have intermunicipal and quality of life impacts.The list below includes areas most frequently commented on by the County Planning Board. ®WATER: All development plans should include sufficient provisions for stormwater management, water quality measures and mitigation of flooding. ®Plans should identify the major drainage basin or watershed the site is located in (Croton River, Upper Hudson River, Lower Hudson,Upper Long Island Sound,Bronx River and Lower Long Island Sound). An interactive map with watershed boundaries can be found at www.westchestergov.corn/planning/maps&lists/drainbasinsl lxl7.html ®Watershed plans have been developed for several of the County's watersheds - the Croton, Indian Brook-Croton Gorge, Bronx River & Long Island Sound watersheds - that include specific recommendations that apply to development projects. See recommendations in watershed plans at:planning.westchestergov.com/index.php?option=com_content&task=view&id=1231& Itemid=2204 Site Plan Checklist Page 5 of 7 3/21/19 Project Address�& (WD(.ce$0/V Utcc ❑Development that involves filling, creation of impervious surfaces or buildings and substantive loss of natural vegetation in a floodplain or flood prone area should be avoided. ❑Above ground,vegetated retention/detention basins or devices are preferred because they perform better,are easier to inspect and maintain and provide additional environmental benefits over subsurface structural devices. Any such treatments should not be constructed within wetlands or buffer areas around wetlands. ®The development should treat and retain as much stormwater on-site as possible,particularly when the site is located in a drainage basin with known flooding problems. A Construction Stormwater Toolbox with tools and sources of technical information related to the construction activities and stormwater management best practices is available from the New York State Department of Environmental Conservation at:www.dee.ny.gov/chemical/8694.html X]New development should include protection of aquatic resources. For more information about protection of aquatic resourc-es& buffer areas,go to:planning.westchestergov.com/index.php?option=com—content&tas kkiew&id=1491&Itemid=2458 ®Impervious cover should be minimized. Permeable paving surfaces should be used where feasible. Vegetative rain gardens should be used, particularly in areas of overland or channelized stormwater flow,to improve stormwater quality and reduce runoff volume. For more information,go to: www.westchestergov.com/stormwater ❑Buildings along coastlines and low lying area should consider the impacts of sea level rise. Specific consideration is required of potential impacts to surface and subsurface drinking water supplies. ® SITE LAYOUT.Aesthetic design,building orientation and community character should be considered in the site layout and building appearance. El In most locations,buildings should face the street and have pedestrian access from the street. ❑Commercial buildings should be located near the front street line with the majority of parking located in the rear of the building. Even gas stations and convenience stores should be upfront in a landscaped setting with parking,pumps and canopy toward the rear. ®Buildings should be of pedestrian-scale when seen from the sidewalk. ®Building facades should contribute to and enhance the character of the community. ❑Driveway and pathway connections should be provided to adjacent sites when possible and crosseasements provided. ❑ STREETS.Street design should reduce unwarranted paving and promote connectivity. ❑New streets should connect with adjacent streets wherever feasible to prevent the proliferation of dead-end streets and promote neighborhood integration. El Connections could be vehicular or pedestrian/bicycle only,where appropriate. ❑Street widths should be minimized for streets with low traffic volume to reduce speeds and impervious surfaces.Lane widths of 12 feet are only appropriate for major roadways. ❑Driveway widths should be no more than 9 feet to reduce impervious surfaces. ❑Permeable paving surfaces should be used where feasible. ® GREEN TECHNOLOGY.New development should include as many green building elements as possible,such as:renewable building materials,energy efficient heating/cooling systems and fixtures,water saving devices,green roofs and permeable paving surfaces.Information can be obtained from the U.S. Green Building Council at.www.usgbc.org. ® LANDSCAPING AND LIGHTING.The site improvements should enhance community character. Site Plan Checklist Page 6 of 7 3/21/19 Project Address1 f�"Oc"ON 14a, ® Landscaping should consist of native plant species appropriate for the location. Invasive plant species should be prohibited. Invasive plant information available at: tvww.westcltestergov.con/planninglenvironntental/Reports/lnvasivePlantsBrochOS.pdf ❑ Pollutant tolerant plantings should effectively shield parking,loading areas and refuse collection sites. ❑ Site lighting should be provided at the lowest safe levels and lowest heights,avoiding all spillage off site. ❑ PEDE,STRIANS. Safe,convenient and ADA accessible pedestrian access is provided. ❑ A sidewalk should be provided along the site frontage along each street. ❑ Direct pedestrian connections should be made li-om the front of the building to the sidewalk. Pedestrian crossings of drive-ways& parking lots should be minimized or avoided. If they must be provided,painted crosswalks should be provided through parking lots. ® ADA accessibility must be provided. ❑ BICYCLISTS.Provisions for bicyclists should be incorporated into project design. ❑ Bicycle parking should be provided in commercial and residential developments.Guidelines can be found at: www.apbp.oi-g/resource/resmgr/publications/bicycle_parking guidelines.pdf ❑ if near a[railway or bicycle route,extra consideration should be given to bicycle accessibility such as bike lanes on internal roadways, bicycle parking and other amenities. ❑ Drive-thru lanes at uses such as banks and fast-food restaurants should also be accessible for bicycles. Wailer:upon finding by the Building Inspector, Village Engineer, Planning Board or Board of Trustees that, due to the particular character or limited nature of developmert or change in use or to special conditions peculiar to a site, the submission of a final site plan, or certain portions of information normally required as part of the site development plan, is inappropriate or unnecessary or that strict compliance with said submission requirements will cause extraordinary and unnecessary hardship, such official or Board may waive such submission requirements wherever, in the opinion of such official or Board, such waiver will be consistent with the goal of promoting the public health, safety and general welfare of the community. The findings for granting such waiver shall become a part of the public record. Any waiver request must be made in writing,and include sufficient detailed information for the appropriate authority to make an informed decision. Design Professional's Certification of Contnletion of Checklist I have fully,reviewed the Village of Rye Brook's requirements and certify this application to be a complete submission. 1 understand that an incomplete plat or incomplete checklist shall be deemed an incomplete Submission and shall be returned to the applicant upon determination of such by the appropriate authority. Natne(Print) 11F IS AA I !q \c,4. Sr Signature �( W z Dat k7oll 101728eC �p� Pr a Seal Site Plan Checklist Page 7 of 7 3/21/19 Full Environmental Assessment Form Part I -Project and Setting Instructions for Completing Part 1 Part 1 is to be completed by the applicant or project sponsor. Responses become part of the application for approval or funding, are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information;indicate whether missing information does not exist, or is not reasonably available to the sponsor;and,when possible,generally describe work or studies which would be necessary to update or fully develop that information. Applicants/sponsors must complete all items in Sections A&B. In Sections C,D&E,most items contain an initial question that must be answered either"Yes"or"No". If the answer to the initial question is"Yes",complete the sub-questions that follow. If the answer to the initial question is"No",proceed to the next question. Section F allows the project sponsor to identify and attach any additional information. Section G requires the name and signature of the applicant or project sponsor to verify that the information contained in Part 1 is accurate and complete. A.Project and Applicant/Sponsor Information. Name of Action or Project: Blind Brook Club Project Location(describe,and attach a general location map): Blind Brook Club,980 Anderson Hill Road,Rye Brook,New York Brief Description of Proposed Action(include purpose or need): The Blind Brook Club is planning to undertake a project to restore the golf course to the original layout. The restoration project will include reworking of fairways and greens,and by necessity changes and upgrades to the irrigation and drainage systems,which are integral to the golf course design. At the same time,the Club will take advantage of this opportunity to develop groundwater sources for irrigation to reduce reliance on public water. Name of Applicant/Sponsor: Telephone:914-939-1450 Bruce L.Campbell E-Mail: bcampbell@blindbrookclub.org Address:The Blind Brook Club,Inc. City/PO:purchase/P.O Box 229 State:New York Zip Code:10577 Project Contact(if not same as sponsor;give name and title/role): Telephone:203-929-8555 WSP USA E-Mail:rob.good@wsp.com Address: 4 Research Drive City/PO: State: Zip Code: Shelton Connecticut 106484 Property Owner (if not same as sponsor): Telephone: E-Mail: Address: City/PO: State: Zip Code: Page 1 of 13 FEAF 2019 B.Government Approvals B.Government Approvals,Funding,or Sponsorship. ("Funding"includes grants,loans,tax relief,and any other forms of financial assistance.) Government Entity If Yes: Identify Agency and Approval(s) Application Date Required (Actual or projected) a.City Counsel,Town Board, ®YesflNo November 2019 or Village Board of Trustees b.City,Town or Village ®Yes❑No November 2019 Planning Board or Commission c.City,Town or ❑Yes❑No Village Zoning Board of Appeals d.Other local agencies ®Yes❑No Village of Rye Brook Building Department November 2019 e.County agencies mYes❑No Westchester County Department of Health;Well December 2019 Site Approval f.Regional agencies DYes❑No g.State agencies mYes❑No New York State Department of Conservation; January 2020 and October 2020 Water Quality Certificate;Withdrawal Permit h.Federal agencies mYes❑No Army Corps of Engineers;Jurisdictional December 2019 Determination i. Coastal Resources. i. Is the project site within a Coastal Area,or the waterfront area of a Designated Inland Waterway? ❑YesONo U. Is the project site located in a community with an approved Local Waterfront Revitalization Program? ❑Yes®No iff. Is the project site within a Coastal Erosion Hazard Area? ❑YesONo C.Planning and Zoning C.I.Planning and zoning actions. Will administrative or legislative adoption,or amendment of a plan,local law,ordinance,rule or regulation be the ❑Yes®No only approval(s)which must be granted to enable the proposed action to proceed? • If Yes,complete sections C,F and G. • If No,proceed to question C.2 and complete all remaining sections and questions in Part 1 C.2.Adopted land use plans. a.Do any municipally-adopted (city,town,village or county)comprehensive land use plan(s)include the site ❑Yes®No where the proposed action would be located? If Yes,does the comprehensive plan include specific recommendations for the site where the proposed action ❑Yes❑No would be located? b.Is the site of the proposed action within any local or regional special planning district(for example:Greenway; ❑Yes®No Brownfield Opportunity Area(BOA);designated State or Federal heritage area;watershed management plan; or other?) If Yes,identify the plan(s): c. Is the proposed action located wholly or partially within an area listed in an adopted municipal open space plan, ❑Yes®No or an adopted municipal farmland protection plan? If Yes,identify the plan(s): Page 2 of 13 C.3. Zoning a. Is the site of the proposed action located in a municipality with an adopted zoning law or ordinance. ®Yes❑No If Yes,what is the zoning classification(s)including any applicable overlay district? R-20-One Family Residential b. Is the use permitted or allowed by a special or conditional use permit? ❑Yes®No c.Is a zoning change requested as part of the proposed action? ❑Yes®No If Yes, i. What is the proposed new zoning for the site? CA.Existing community services. a.In what school district is the project site located? Blind Brook School District b.What police or other public protection forces serve the project site? Rye Brook Police Department c.Which fire protection and emergency medical services serve the project site? Port Chester Fire Department d.What parks serve the project site? Rye Brook Parks&Recreation D.Project Details D.I. Proposed and Potential Development a.What is the general nature of the proposed action(e.g.,residential,industrial,commercial,recreational;if mixed,include all components)? Recreational-private golf club b.a.Total acreage of the site of the proposed action? 162.3 acres b.Total acreage to be physically disturbed? approx.45 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 162.3 acres c.Is the proposed action an expansion of an existing project or use? ❑YesO No i. If Yes,what is the approximate percentage of the proposed expansion and identify the units(e.g.,acres,miles,housing units, square feet)? % Units: d.Is the proposed action a subdivision,or does it include a subdivision? ❑YesOgo If Yes, i.Purpose or type of subdivision?(e.g.,residential,industrial,commercial;if mixed,specify types) ii.Is a cluster/conservation layout proposed? ❑Yes®No iii.Number of lots proposed? iv. Minimum and maximum proposed lot sizes? Minimum Maximum e.Will the proposed action be constructed in multiple phases? ®Yes❑No i. If No,anticipated period of construction: months H. If Yes: • Total number of phases anticipated 2 • Anticipated commencement date of phase 1 (including demolition) Feb month 2020 year • Anticipated completion date of final phase May month 2021 year • Generally describe connections or relationships among phases, including any contingencies where progress of one phase may determine timing or duration of future phases: Phase 1-Restoration of Golf Course:includes new irrigation and drainage systems and restoration of greens fairways and watercourse Phase 2-Clubhouse Renovation Project;includes addition of women's locker room and general interior renovation. Page 3 of 13 f.Does the project include new residential uses? ❑Yes®No If Yes,show numbers of units proposed. One Family Two Family Three Family Multiple Family four or more Initial Phase At completion of all phases g.Does the proposed action include new non-residential construction(including expansions)? ®Yes❑No If Yes, i.Total number of structures 2 ii.Dimensions(in feet)of largest proposed structure: 16 height; 24 width; and 38 length iii.Approximate extent of building space to be heated or cooled: 1.928 square feet h.Does the proposed action include construction or other activities that will result in the impoundment of any ❑Yes®No liquids,such as creation of a water supply,reservoir,pond,lake,waste lagoon or other storage? If Yes, i.Purpose of the impoundment: ii. If a water impoundment,the principal source of the water: ❑Ground water❑Surface water streams❑Other specify: iii. If other than water,identify the type of impounded/contained liquids and their source. iv.Approximate size of the proposed impoundment. Volume: million gallons;surface area: acres v.Dimensions of the proposed dam or impounding structure: height; length W. Construction method/materials for the proposed dam or impounding structure(e.g.,earth fill,rock,wood,concrete): D.2. Project Operations a.Does the proposed action include any excavation,mining,or dredging,during construction,operations,or both? ❑Yes®No (Not including general site preparation,grading or installation of utilities or foundations where all excavated materials will remain onsite) If Yes: i.What is the purpose of the excavation or dredging? ii. How much material(including rock,earth,sediments,etc.)is proposed to be removed from the site? • Volume(specify tons or cubic yards): • Over what duration of time? iii. Describe nature and characteristics of materials to be excavated or dredged,and plans to use,manage or dispose of them. iv.Will there be onsite dewatering or processing of excavated materials? l ❑No If yes,describe. v.What is the total area to be dredged or excavated? acres vi.What is the maximum area to be worked at any one time? acres vii. What would be the maximum depth of excavation or dredging? s feet viii.Will the excavation require blasting? ❑Yes❑N,, ix. Summarize site reclamation goals and plan: b.Would the proposed action cause or result in alteration of,increase or decrease in size of,or encroachment into any existing wetland,waterbody,shoreline,beach or adjacent area? If Yes: i. Identify the wetland or waterbody which would be affected(by name,water index number,wetland map number or geographic description): Unnamed tributary to Blind Brook. Page 4 of 13 ii.Describe how the proposed action would affect that waterbody or wetland,e.g.excavation,fill,placement of structures,or alteration of channels,banks and shorelines. Indicate extent of activities,alterations and additions in square feet or acres: Restoration of approx.500 ft of eroded banks to mitigate channel migration and limited removal of accumulated sediment to restore natural flow. Normal_maintenance not designed to change routing,size or function of stream channel. Bank repairs to be made by reshaping and covering with vegetative erosion controls,rock rip-rap,gabion walls or other types of constructed walls. iii.Will the proposed action cause or result in disturbance to bottom sediments? ®Yes❑No If Yes,describe: Limited removal of accumulated sediments from unnamed watercourse. iv.Will the proposed action cause or result in the destruction or removal of aquatic vegetation? ❑Yes®No If Yes: • acres of aquatic vegetation proposed to be removed: _ • expected acreage of aquatic vegetation remaining after project completion: • purpose of proposed removal(e.g.beach clearing,invasive species control,boat access): • proposed method of plant removal: • if chemicaUherbicide treatment will be used,specify product(s): v.Describe any proposed reclamation/mitigation following disturbance: Banks only,as described above. c.Will the proposed action use,or create a new demand for water? ❑Yes ONo If Yes: i.Total anticipated water usage/demand per day: gallons/day ii.Will the proposed action obtain water from an existing public water supply? ❑Yes ONo If Yes: • Name of district or service area: • Does the existing public water supply have capacity to serve the proposal? ❑Yes❑No • Is the project site in the existing district? ❑Yes❑No • Is expansion of the district needed? ❑Yes[]No • Do existing lines serve the project site? ❑Yes❑No iii. Will line extension within an existing district be necessary to supply the project? ❑Yes[3No If Yes: • Describe extensions or capacity expansions proposed to serve this project: • Source(s)of supply for the district: iv.Is a new water supply district or service area proposed to be formed to serve the project site? ❑Yes❑No If,Yes: • Applicant/sponsor for new district: • Date application submitted or anticipated: • Proposed source(s)of supply for new district: v. If a public water supply will not be used,describe plans to provide water supply for the project: vi.If water supply will be from wells(public or private),what is the maximum pumping capacity: gallons/minute. d.Will the proposed action generate liquid wastes? ❑YesgZlNo If Yes: L Total anticipated liquid waste generation per day: gallons/day ii.Nature of liquid wastes to be generated(e.g.,sanitary wastewater,industrial;if combination,describe all components and approximate volumes or proportions of each): iii. Will the proposed action use any existing public wastewater treatment facilities? ❑Yes❑No If Yes: • Name of wastewater treatment plant to be used: • Name of district: • Does the existing wastewater treatment plant have capacity to serve the project? ❑Yes❑No • Is the project site in the existing district? ❑Yes❑No • Is expansion of the district needed? ❑Yes❑No Page 5 of 13 • Do existing sewer lines serve the project site? ❑Yes❑No • Will a line extension within an existing district be necessary to serve the project? ❑Yes❑No If Yes: • Describe extensions or capacity expansions proposed to serve this project: iv. Will a new wastewater(sewage)treatment district be formed to serve the project site? ❑Yes❑No If Yes: • Applicant/sponsor for new district: • Date application submitted or anticipated: • What is the receiving water for the wastewater discharge? v. If public facilities will not be used,describe plans to provide wastewater treatment for the project,including specifying proposed receiving water(name and classification if surface discharge or describe subsurface disposal plans): vi. Describe any plans or designs to capture,recycle or reuse liquid waste: e.Will the proposed action disturb more than one acre and create stormwater runoff,either from new point ®Yes❑No sources(i.e.ditches,pipes,swales,curbs,gutters or other concentrated flows of stormwater)or non-point source(i.e.sheet flow)during construction or post construction? If Yes: i. How much impervious surface will the project create in relation to total size of project parcel? 360 Square feet or acres(impervious surface) Square feet or acres(parcel size) ii. Describe types of new point sources. The gutters on the proposed pump house. iii. Where will the stormwater runoff be directed(i.e.on-site stormwater management facility/structures,adjacent properties, groundwater,on-site surface water or off-site surface waters)? On-site surface water and off-site surface water. • If to surface waters,identify receiving water bodies or wetlands: Unnamed tributary to Blind Brook and Blind Brook. • Will stormwater runoff flow to adjacent properties? ❑YesO No iv. Does the proposed plan minimize impervious surfaces,use pervious materials or collect and re-use stormwater? O Yes❑No f. Does the proposed action include,or will it use on-site,one or more sources of air emissions,including fuel ®Yes❑No combustion,waste incineration,or other processes or operations? If Yes,identify: i.Mobile sources during project operations(e.g.,heavy equipment,fleet or delivery vehicles) Construction equipment. U. Stationary sources during construction(e.g.,power generation,structural heating,batch plant,crushers) Power generators. iii. Stationary sources during operations(e.g.,process emissions,large boilers,electric generation) No air emission sources during operations. g.Will any air emission sources named in D.2.f(above),require a NY State Air Registration,Air Facility Permit, ❑YesoNo or Federal Clean Air Act Title IV or Title V Permit? If Yes: i. Is the project site located in an Air quality non-attainment area? (Area routinely or periodically fails to meet ❑Yes❑No ambient air quality standards for all or some parts of the year) ii. In addition to emissions as calculated in the application,the project will generate: • Tons/year(short tons)of Carbon Dioxide(CO,) • Tons/year(short tons)of Nitrous Oxide(N,O) • Tons/year(short tons)of Perfluorocarbons(PFCs) • Tons/year(short tons)of Sulfur Hexafluoride(SF6) • Tons/year(short tons)of Carbon Dioxide equivalent of Hydroflourocarbons(HFCs) • -Tons/year(short tons)of Hazardous Air Pollutants(HAPs) Page 6 of 13 h.Will the proposed action generate or emit methane(including,but not limited to,sewage treatment plants, ❑Yes®No landfills,composting facilities)? If Yes: i.Estimate methane generation in tons/year(metric): ii.Describe any methane capture,control or elimination measures included in project design(e.g.,combustion to generate heat or electricity,flaring): i.Will the proposed action result in the release of air pollutants from open-air operations or processes,such as ❑Yes®No quarry or landfill operations? If Yes:Describe operations and nature of emissions(e.g.,diesel exhaust,rock particulates/dust): j.Will the proposed action result in a substantial increase in traffic above present levels or generate substantial ❑Yes®No new demand for transportation facilities or services? If Yes: i. When is the peak traffic expected(Check all that apply): ❑Morning ❑Evening [_-]Weekend ❑Randomly between hours of to ii.For commercial activities only,projected number of truck trips/day and type(e.g.,semi trailers and dump trucks): iii. Parking spaces: Existing Proposed Net increase/decrease iv.Does the proposed action include any shared use parking? ❑Yes❑No v If the proposed action includes any modification of existing roads,creation of new roads or change in existing access,describe: vi. Are public/private transportation service(s)or facilities available within''/z mile of the proposed site? ❑Yes❑No vii Will the proposed action include access to public transportation or accommodations for use of hybrid,electric ❑Yes❑No or other alternative fueled vehicles? viii.Will the proposed action include plans for pedestrian or bicycle accommodations for connections to existing ❑Yes❑No pedestrian or bicycle routes? k.Will the proposed action(for commercial or industrial projects only)generate new or additional demand ❑Yes®No for energy? If Yes: i. Estimate annual electricity demand during operation of the proposed action: ii. Anticipated sources/suppliers of electricity for the project(e.g.,on-site combustion,on-site renewable,via grid/local utility,or other): iii. Will the proposed action require a new,or an upgrade,to an existing substation? ❑Yes❑No 1.Hours of operation. Answer all items which apply. i.During Construction: ii. During Operations: • Monday-Friday: 8:00 am to 7:00 Pm • Monday-Friday: Normal Business Hours • Saturday: 8:00 am to 3:00 om • Saturday: Normal Business Hours • Sunday: • Sunday: Normal Business Hours • Holidays: • Holidays: Normal Business Hours Page 7 of 13 m.Will the proposed action produce noise that will exceed existing ambient noise levels during construction, OYes❑No operation,or both? If yes: i. Provide details including sources,time of day and duration: Construction during weekday business hours. 1 H. Will the proposed action remove existing natural barriers that could act as a noise barrier or screen? ❑YesONo Describe: n.Will the proposed action have outdoor lighting? ❑YesoNo If yes: i.Describe source(s),location(s),height of fixture(s),direction/aim,and proximity to nearest occupied structures: H. Will proposed action remove existing natural barriers that could act as a light barrier or screen? ❑Yes O No Describe: o. Does the proposed action have the potential to produce odors for more than one hour per day? ❑YesONo If Yes,describe possible sources,potential frequency and duration of odor emissions,and proximity to nearest occupied structures: p.Will the proposed action include any bulk storage of petroleum(combined capacity of over 1,100 gallons) ❑Yes®No or chemical products 185 gallons in above ground storage or any amount in underground storage? If Yes: i. Product(s)to be stored U. Volume(s) per unit time (e.g.,month,year) iii. Generally,describe the proposed storage facilities: q.Will the proposed action(commercial,industrial and recreational projects only)use pesticides(i.e.,herbicides, 0 Yes []No insecticides)during construction or operation? If Yes: i.Describe proposed treatment(s): Pesticide and herbicide application consistent with current use and licensed applicators. ii. Will the proposed action use Integrated Pest Management Practices? 0 Yes []No r.Will the proposed action(commercial or industrial projects only)involve or require the management or disposal m Yes ❑No of solid waste(excluding hazardous materials)? If Yes: i.Describe any solid waste(s)to be generated during construction or operation of the facility: • Construction: 1500 tons per 9 months (unit of time) • Operation: tons per (unit of time) ii. Describe any proposals for on-site minimization,recycling or reuse of materials to avoid disposal as solid waste: • Construction:Soil used to backfill irrigation and drainage trenches. Turfgrass stockpiled and composted onsite for onsite reuse. • Operation: iii. Proposed disposal methods/facilities for solid waste generated on-site: • Construction:Reuse and onsite composting • Operation: Page 8 of 13 s.Does the proposed action include construction or modification of a solid waste management facility? ❑Yes® No If Yes: i. Type of management or handling of waste proposed for the site(e.g.,recycling or transfer station,composting,landfill,or other disposal activities): ii. Anticipated rate of disposal/processing: • Tons/month,if transfer or other non-combustion/thermal treatment,or • Tons/hour,if combustion or thermal treatment iii.If landfill,anticipated site life: years t.Will the proposed action at the site involve the commercial generation,treatment,storage,or disposal of hazardous❑Yes®No waste? If Yes: i.Name(s)of all hazardous wastes or constituents to be generated,handled or managed at facility: ii. Generally describe processes or activities involving hazardous wastes or constituents: iii. Specify amount to be handled or generated tons/month iv.Describe any proposals for on-site minimization,recycling or reuse of hazardous constituents: v. Will any hazardous wastes be disposed at an existing offsite hazardous waste facility? ❑Yes❑No If Yes:provide name and location of facility: If No:describe proposed management of any hazardous wastes which will not be sent to a hazardous waste facility: E.Site and Setting of Proposed Action E.1.Land uses on and surrounding the project site a.Existing land uses. i.Check all uses that occur on,adjoining and near the project site. ❑ Urban ❑ Industrial ® Commercial ® Residential(suburban) ❑ Rural(non-farm) ❑ Forest ❑ Agriculture ® Aquatic ® Other(specify):Recreational ii. If mix of uses,generally describe: Private county club with an 18 hole golf course.Blind Brook flows along the Western boundary from North to South.Residential properties surround the south and eastern portions of the site. b.Land uses and covertypes on the project site. Land use or Current Acreage After Change Covertype Acreage Project Completion (Acres+/-) • Roads,buildings,and other paved or impervious 4.0 4.0 0.0 surfaces • Forested 10.0 10.0 • Meadows,grasslands or brushlands(non- 140 140 0.0 agricultural,including abandoned agricultural) • Agricultural (includes active orchards,field,greenhouse etc.) • Surface water features (lakes,ponds,streams,rivers,etc.) 4.0 4.0 0.0 • Wetlands(freshwater or tidal) 2.0 2.0 0 0 • Non-vegetated(bare rock,earth or fill) 1.0 1.0 • Other Describe: Page 9 of 13 c.Is the project site presently used by members of the community for public recreation? ❑Yes[Z]No i. If Yes:explain: d.Are there any facilities serving children,the elderly,people with disabilities(e.g.,schools,hospitals,licensed ®Yes❑No day care centers,or group homes)within 1500 feet of the project site? If Yes, i. Identify Facilities: Bruno M.Ponterio Ridge Street School e.Does the project site contain an existing dam? ®Yes❑No If Yes: i.Dimensions of the dam and impoundment: • Dam height: 26 feet • Dam length: 128 feet • Surface area: 1.94 acres • Volume impounded: 5.88 million gallons OR acre-feet ii. Dam's existing hazard classification: C,High Hazard _ W. Provide date and summarize results of last inspection: Date:August 10 2017 The Blind Brook dam has inadequate spillway capacity and is given an"Unsound More Analysis Needed"condition rating ' f.Has the project site ever been used as a municipal,commercial or industrial solid waste management facility, ❑YeZNo or does the project site adjoin property which is now,or was at one time,used as a solid waste management facility? If Yes: i.Has the facility been formally closed? ❑Yes[] No • If yes,cite sources/documentation: U.Describe the location of the project site relative to the boundaries of the solid waste management facility: iii. Describe any development constraints due to the prior solid waste activities: g.Have hazardous wastes been generated,treated and/or disposed of at the site,or does the project site adjoin ❑Yes®No property which is now or was at one time used to commercially treat,store and/or dispose of hazardous waste? If Yes: i. Describe waste(s)handled and waste management activities,including approximate time when activities occurred: h. Potential contamination history. Has there been a reported spill at the proposed project site,or have any ❑Yes® No remedial actions been conducted at or adjacent to the proposed site? If Yes: i.Is any portion of the site listed on the NYSDEC Spills Incidents database or Environmental Site ❑Yes❑No Remediation database? Check all that apply: ❑ Yes—Spills Incidents database Provide DEC ID number(s): ❑ Yes—Environmental Site Remediation database Provide DEC ID number(s): ❑ Neither database ii. If site has been subject of RCRA corrective activities,describe control measures: W. Is the project within 2000 feet of any site in the NYSDEC Environmental Site Remediation database? ❑Yes❑No If yes,provide DEC ID number(s): iv. If yes to(i),(ii)or(iii)above,describe current status of site(s): Page 10 of 13 v.Is the project site subject to an institutional control limiting property uses? ❑Yes®No • If yes,DEC site ID number: • Describe the type of institutional control(e.g.,deed restriction or easement): • Describe any use limitations: • Describe any engineering controls: • Will the project affect the institutional or engineering controls in place? ❑Yes❑No • Explain: E.2. Natural Resources On or Near Project Site a.What is the average depth to bedrock on the project site? <10 feet b.Are there bedrock outcroppings on the project site? ®Yes❑No If Yes,what proportion of the site is comprised of bedrock outcroppings? <1 % c.Predominant soil type(s)present on project site: PnB:Paxton fine,sandy loam 40 % CrC:Charlton-Chatfield complex 35% WdA:Woodbridge loam 25% d.What is the average depth to the water table on the project site? Average: est.4 feet e.Drainage status of project site soils:® Well Drained: 40%of site ® Moderately Well Drained: 25%of site ® Poorly Drained 35%of site f.Approximate proportion of proposed action site with slopes: ® 0-10%: _e%of site ® 10-15%: 1 %of site ® 15%or greater: <1 %of site g.Are there any unique geologic features on the project site? ❑Yes®No If Yes,describe: h.Surface water features. i. Does any portion of the project site contain wetlands or other waterbodies(including streams,rivers, ®Yes❑No ponds or lakes)? H. Do any wetlands or other waterbodies adjoin the project site? ®Yes❑No If Yes to either i or ii,continue. If No,skip to E.2.i. iii. Are any of the wetlands or waterbodies within or adjoining the project site regulated by any federal, ®Yes❑No state or local agency? iv.For each identified regulated wetland and waterbody on the project site,provide the following information: • Streams: Name 935-100,935-95 Classification C • Lakes or Ponds: Name Classification • Wetlands: Name Federal waters Approximate Size 4.0 acres • Wetland No.(if regulated by DEC) v. Are any of the above water bodies listed in the most recent compilation of NYS water quality-impaired ®Yes❑No waterbodies? If yes,name of impaired water body/bodies and basis for listing as impaired: Blind Brook,Upper Blind Brook,and unnamed tributary contain aquatic life and are impaired by silt/sediment. i.Is the project site in a designated Floodway? ®Yes❑No j.Is the project site in the 100-year Floodplain? ®Yes❑No k.Is the project site in the 500-year Floodplain? ®Yes❑No 1.Is the project site located over,or immediately adjoining,a primary,principal or sole source aquifer? ❑Yes®No If Yes: i.Name of aquifer: Page 11 of 13 m. Identify the predominant wildlife species that occupy or use the project site: n.Does the project site contain a designated significant natural community? ❑Yes®No If Yes: i. Describe the habitat/community(composition,function,and basis for designation): U. Source(s)of description or evaluation: W.Extent of community/habitat: • Currently: acres • Following completion of project as proposed: acres • Gain or loss(indicate+or-): acres o.Does project site contain any species of plant or animal that is listed by the federal government or NYS as ®Yes❑No endangered or threatened,or does it contain any areas identified as habitat for an endangered or threatened species? If Yes: i. Species and listing(endangered or threatened): Threatened:Yellow Flatsedge p. Does the project site contain any species of plant or animal that is listed by NYS as rare,or as a species of Yes®No special concern? If Yes: i. Species and listing: q.Is the project site or adjoining area currently used for hunting,trapping,fishing or shell fishing? ❑YesONo If yes,give a brief description of how the proposed action may affect that use: E.3. Designated Public Resources On or Near Project Site a.Is the project site,or any portion of it,located in a designated agricultural district certified pursuant to ❑Yes®No Agriculture and Markets Law,Article 25-AA,Section 303 and 304? If Yes, provide county plus district name/number: b.Are agricultural lands consisting of highly productive soils present? ❑Yes®No i. If Yes:acreage(s)on project site? it. Source(s)of soil rating(s): c. Does the project site contain all or part of,or is it substantially contiguous to,a registered National ❑Yes®No Natural Landmark? If Yes: i. Nature of the natural landmark: ❑Biological Community ❑ Geological Feature U.Provide brief description of landmark,including values behind designation and approximate size/extent: d.Is the project site located in or does it adjoin a state listed Critical Environmental Area? ®Yes❑No If Yes: i.CEA name: Airport 60 Ldn Noise Contour ii.Basis for designation: Exceptional or unique character iii. Designating agency and date: Agency:County of Westchester:Date:1-31-90 Page 12 of 13 e. Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district ❑Yes®No which is listed on the National or State Register of Historic Places,or that has been determined by the Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? If Yes: i. Nature of historic/archaeological resource: ❑Archaeological Site El Historic Building or District ii. Name: iii. Brief description of attributes on which listing is based: f. Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for ❑Yes®No archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? g.Have additional archaeological or historic site(s)or resources been identified on the project site? ❑Yes®No If Yes: i.Describe possible resource(s): h. Basis for identification: h.Is the project site within fives miles of any officially designated and publicly accessible federal,state,or local ❑YesONo scenic or aesthetic resource? If Yes: i. Identify resource: h. Nature of,or basis for,designation(e.g.,established highway overlook,state or local park,state historic trail or scenic byway, etc.): in. Distance between project and resource: miles. i. Is the project site located within a designated river corridor under the Wild,Scenic and Recreational Rivers ❑Yes®No Program 6 NYCRR 666`? If Yes: i. Identify the name of the river and its designation: ii. Is the activity consistent with development restrictions contained in 6NYCRR Part 666? ❑Yes❑No F.Additional Information Attach any additional information which may be needed to clarify your project. If you have identified any adverse impacts which could be associated with your proposal,please describe those impacts plus any measures which you propose to avoid or minimize them. G. Verification I certify that the information provided is true to the best of myknowledge. Applicant/Sponsor Name p-A-t, F. Jr- Date r— Signature Title —iPn qv- MLI�tG!'CO�l4 EAF Mapper Summary Report Tuesday, October 29, 2019 2:56 PM Disclaimer: The EAF Mapper is a screening tool intended to assist r� project sponsors and reviewing agencies in preparing an environmental assessment form(EAF).Not all questions asked in the EAF are t� •D OC answered by the EAF Mapper.Additional information on any EAF 1 Q y question can be obtained by consulting the EAF Workbooks. Although I 0' `t the EAF Mapper provides the most up-to-date digital data available to U F{.t' t DEC,you may also need to contact local or other data sources in order sae at �� d to obtain data not provided by the Mapper.Digital data is not a substitute for agency determinations. Purchaise L r Ottawa �Iloat.d d6ts HM&Ason a. Toratto Rye .F »� BtJ ,i,i c Rodr3stm rab tktrat �a.tan fi sour -ri,HERE, armin,L'SGS, Cleveland 1Prwldanpe In INCREMENT NRCan,Esri yy� n.METI,Esri Chida 11'tong Kong),Esri r '' 'l' ' Sources; r,,NERE,Garmin, Korea,Es-ri(Thailand),NG&,Iq*4 Is 'Cclumbus npttlsbtrph USGlFn0n#r#hip,INCREMENT OpenStreetMap c ontributMsN*d the GIs F.t�Can,Es ri Japan,METI, User Community �' 'err clnnafi JNaLEilt��r3'a{Hong"ll,Es ri B.i.i [Coastal or Waterfront Area] No B.i.ii [Local Waterfront Revitalization Area] No C.2.b. [Special Planning District] Digital mapping data are not available or are incomplete. Refer to EAF Workbook. E.1.h [DEC Spills or Remediation Site - Digital mapping data are not available or are incomplete. Refer to EAF Potential Contamination History] Workbook. E.1.h.i [DEC Spills or Remediation Site - Digital mapping data are not available or are incomplete. Refer to EAF Listed] Workbook. E.1.h.i [DEC Spills or Remediation Site - Digital mapping data are not available or are incomplete. Refer to EAF Environmental Site Remediation Database] Workbook. E.1.h.iii [Within 2,000'of DEC Remediation No Site] E.2.g [Unique Geologic Features] No E.2.h.i [Surface Water Features] Yes E.2.h.ii [Surface Water Features] Yes E.2.h.iii [Surface Water Features] Yes- Digital mapping information on local and federal wetlands and waterbodies is known to be incomplete. Refer to EAF Workbook. E.2.h.iv[Surface Water Features - Stream 935-100, 935-95 Name] E.2.h.iv[Surface Water Features -Stream C Classification] E.2.h.iv[Surface Water Features -Wetlands Federal Waters Name] E.2.h.v [Impaired Water Bodies] Yes E.2.h.v[Impaired Water Bodies- Name and Name - Pollutants- Uses:Blind Brook, Upper, and tribs—Silt/Sediment— Basis for Listing] Aquatic Life E.2.i. [Floodway] Yes Full Environmental Assessment Form - EAF Mapper Summary Report E.2.j. [100 Year Floodplain] Yes E.2.k. [500 Year Floodplain] Yes E.2.1. [Aquifers] No E.2.n. [Natural Communities] No E.2.o. [Endangered or Threatened Species] Yes E.2.o. [Endangered or Threatened Species- Sedge Wren Name] E.2.p. [Rare Plants or Animals] No E.3.a. [Agricultural District] No E.3.c. [National Natural Landmark] No E.3.d [Critical Environmental Area] Yes E.3.d [Critical Environmental Area - Name] Airport 60 Ldn Noise Contour E.3.d.ii [Critical Environmental Area - Exceptional or unique character Reason] E.3.d.iii [Critical Environmental Area— Date Agency:Westchester County, Date:1-31-90 and Agency] E.3.e. [National or State Register of Historic Digital mapping data are not available or are incomplete. Refer to EAF Places or State Eligible Sites] Workbook. E.3.f. [Archeological Sites] No E.3.i. [Designated River Corridor] No Full Environmental Assessment Form - EAF Mapper Summary Report 2 BUILDING DEPARTMENT ECEUVE VILLAGE OF RYE BROOK NOV 2 6 2019 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 FAx(914)939-5801 VILLAGE OF RYE BROOK BUILDING DEPARTMENT FOR OFFICE USE ONLY: Approval Date Approval Signature Permit Fee L Disapproved: Other: Attached Resolutions: ( ) B.O.T.; ( ) P.B.; ( ) Other: STORMWATER MANAGEMENT CONTROL PERMIT APPLICATION Application dated:_ I/-V - ZO I? is hereby made to the Building Inspector of the Village of Rye Brook,NY, for the issuance of a Stormwater Management Control Permit for work,as per detailed statement described below. I. Job Address: 980 Anderson Hill Road - Blind Brook Club 2. Parcel l.D.#; 129.58-1-1 zone: R-35 3. Proposed work(Describe in detail): Improvements to golf fairways and greens; irrigation and stormwater maintenance system; renovations to existing clubhouse; and construction of a new pump house building. 4. Property owner: Blind Brook Club, Inc. Address: 980 Anderson Hill Road Phone#914-939-1450 Cell# email: beampbell@blindbrookclub.org Applicant: _II&V_y G.Ol GAtP(f 43 &6 C.L Address: 980 Anderson Hill Road Phone# 914-939-1450 Cell# email: bcampbell@blindbrookclub.org Architect/Engineer: Rogers MCCagg Architects Address: 44 North Main Street South Norwalk, CT 06854 Phone# 203-354-5230 Cell# �j t?-2,19 —I L(L(S email: -r?N0 z 0 (ZNl -tk?GL"-CO M General Contractor: L AgARpG bI� ReNo�(ATioN Address: 110 N1},kirH 1`A• SUi+C KI � Wori 4(, RiQGF NX Phone# 3-'(oOb-g aaq Cell tt email: j—j C� 5. Estimated cost of site work $ +oA ^ S-VA;I . (NOTE:The estimated cost shall include all labor,material.scaffolding,fixed equipment.professional fees.backlill.grading,site restoration. carting/tipping fees and material&labor which may be donated gratis.) I 8/28/19 tttttttttttttttttttttt,ttttttttttttttttttstttttt,�tttnxtttxxt,�ttt*tttt;xt*ttttxtt*t,tt*,txtt*txxttttttxt,txt,�tt STATE OF NEW YORK.COUNTY OF WESTCHESTER ) as: Bmce— G.M. , being duly sworn, deposes and states that he/she is the applicant above named, (print name of individual s gning as the applicant) and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the 6e 0<r 6A MtANA ZGk for the legal owner and is duly authorized to make and file this application. (indicate architect.contractor.agent.attorney.etc.) That all statements contained herein are true to the best of his/her knowledge and belief, and that any work performed, or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention & Building Code, the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Sworn to before me this day of , 20 day of >VC <— 20 tj _ Signature of Property Owner Signature orApplicant 7�,w« I. &AM,P4,t,r( C.►V\ Print Name of Property Owner Print Name of Applicant Notary Public N r1 Pub�lic ALEXANDRA H.FRANK(MOOha.11� Notary Public,State of New York No.0IM6363711 Qualified in Weatchest lif 20 1. CotY Commission ExPI�August 2 8/28/19 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 FAX(914)939-5801 1 AFFIDAVIT OF COMPLIANCE VILLAGE CODE �216 • STORM SEWERS AND SANITARY SEWERS i i THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM.. WILL BE RETURNED TO THE APPLICANT. STATE OF NEW YORK, COUNTY OF WESTCHESTER ) as: Ge n4 r-a.t N1 RN t-l<R. 31, Bruce Campbell for Blind Brook Club, Inc., residing at, 'j 3 Nt 0. iiLL P, TRam6xlk 0661 l being duly sworn, deposes and states that (s)he is the applicant above named, and further states that (s)he is the legal owner of the property to which this Affidavit of Compliance pertains at; C�%o P13DERSONI 1 iu— , Rye Brook, NY. Further that all statements contained herein are true, and that to the best of his/her knowledge and belief, that there are no known illegal cross-connections concerning either the storm sewer or sanitary sewer, and further that there are no roof drains, sump pumps, or other prohibited stormwater or groundwater connections or sources of inflow or infiltration of any kind into the sanitary sewer from the subject property in accordance with all State, County and Village Codes. l�lzucc L • L'amm Sworn to before me this day of Nrn h , 20� ALE(ANDRA H.FRANK 11Y1OON,II f Notary Public,State of New York No.01FR6363= Qualified in Westchester County ummission Expires August 28,20.. 3/21/19 VILLAGE OF RYE BROOK PERMIT# WETLANDS PERMIT APPLICATION EXPIRATION DATE Public Works Dept.939-0753 fax 939-0242 Building Dept. 939-0668 fax 939-5801 Michal Nowak,Village Engineer/Superintendent of Public Works e-mail: nine Ur ook,ory REQUIREMENT SUBMITTALS: �S 1. Application Fee: $1,150 paid V/ Permit fee: $250 paid 2. Bond Deposit: $ Date Paid NOV 2 6 2019 3. Insurance: attached on file 4. Map: attached on file VILLAGE OF RYE B BUILDINGOK s. urPo No. DEPARTMENT Owner Blind Brook Club, Inc. Address 980 Anderson Hill Road Phone 914-939-1450 E-mail beampbell(ftlin``d__brookclub org Contractor 1,.Gtt3p,R GOW ker%04AAtON5 Contact Person P i GYl LABN3 p �slcia�1!ciACo& N7 WC Home Improvement License: Address I'1d �"�+•���' R�• ► C ` Z�p�G,aO Phone -Gea Z;L 4 E-mail 1_ic_ Application is made for a Wetlands Permit at die following address: 980 Anderson Hill Road Describe in fill location ofjob site (please print):_ Improvements to golf fairways and greens' irrigation and stormwater maintenance system; renovations to existing clubhouse; and construction of a new pump house building. For tl:e purpose of.• R-G S'To(L �, �, �+c�L,r= Cca u CZ-s A N h le•►ST/�r�l.t..i tom, A N r w �`=F 1 c.. t v N"t t IZ�t�P,—T t o r 1 S"i �T�a. 1,/t If permit is granted, I agree to comply with all rules and regulations set forth by the Federal,State, County, Local Laws, Special Ordi ces,Genera rdinances. Owner's Signature �c ff I Office Use OnlvUse Onlv BOT APPROVAL PLANNING APPROVAL VILLAGE APPROVAL, DATE CONDITIONS FOR PERMIT: RETURN DEPOSIT APPROVAL: DATE RETURN AMOUNT: - 6 20 NOV PERMIT No. �� ■ 0; {{ j EE PERMIT FILING FEE: 50 aid GE O RYE BROOK ` ' v OVAL ILDING EPART RESTORATION FEE Engineering&Public Works PERMIT PERMIT EXPIRES Department REPLANT& 9 King Rye Brook 10573 APPLICATION (914)4)939-0753 53 (fax)(914)939-0242 INSPECT BY ryebrook.org REPLANT TREE(S) INSTRUCTIONS&INFORMATION FOR A PERMIT FOR TREE REMOVAL 1. For further information refer to Village Code Section 235 available at 2. All trees requested for removal shall be marked with ribbon or string, in a non-harming fashion. 3. All persons granted a Tree Removal Permit shall be required to replant a native noninvasive 2"to 2%"caliper tree on said property per code section 235-18. Species such as but not limited to Ash,Beech,Birch,Cedar,Cherry, Elm, Lilac, Maple, Oak, Poplar,White Oak,Zelkovas,etc. No Invasive trees such as Norway Maple and Black Locust. Ornamental trees may not be substituted. 4. All stumps shall be removed as per code section 235-18. Location shall be top soiled and seeded with grass. 5. Allow for 10 business days for processing of application. 6. An appeal to a denial may be made in writing as per code section 235-14 within 30 days of decision. PROPERTY OWNER INFORMATION CONTRACTOR INFORMATION OWNER'S NAME Blind Brook Club, Inc. *COMPANY NAME-FNECR e or TREF_S INC ADDRESS 980 Anderson Hill Road Rye Brook NY SUPERVISOR/SIGNATUR PHONE NUMBER 914-939-1450 WESTCHESTER COUNTY CONTRACTOR'S LICENSE# `►`'f8')� CELL PHONE NUMBER ADDRESS 5'7VAklGy NOP_,ELMSFotZ�flY IoSa3 E-MAIL bcam ell bli db o kclub.or PHONE NUMBER914-345-p114 CELL flq-qqb -a5'b�7 *SIGNATURE �,� E-MAIL P\6C'&C Q fkfCLre_&4rea ,Com FAX NUMBER Q I4=Sli g-334b ,g A. `I AGREE TO ASSUME FULL RESPONSIBILITY FOR COMPLIANCE WITH RYE BROOOK ARBORIST CERTIFICATION # fv r —6151 TREE CODE CHAPTER 23S,AND WILL REPLACE TREES AS REQUIRED BY THE VILLAGE OF •1 AGREE TO ASSUME FULL RESPONSIBILITY FOR THE REMOVAL OF SAID TREE(S)AND FOR THE RYE BROOK TREE ORDINANCE COMPLIANCE WITH ALL APPLICABLE COUNTY,STATE,AND LOCAL REGULATIONS REGARDING PROPER REMOVAL AND DISPOSAL OFTREE(S) LISTTREE(S)TO BE REMOVED(DBH=DIAMETER AT BREAST HEIGHT): SPECIES: HEIGHT: DBH: LOCATION: SPECIES: HEIGHT: DBH: LOCATION: SPECIES: HEIGHT: DBH: LOCATION: SPECIES: HEIGHT: DBH: LOCATION: SPECIES: HEIGHT: DBH: LOCATION: SPECIES: HEIGHT: DBH: LOCATION: PURPOSE OF REMOVAL CIRCLE ONE: Routine Emergency Notes: OFFICE USE ONLY INSPECTION MADE BY: DATE: REMOVAL AUTHORIZED BY: DATE: REMOVAL DENIED BY: DATE: PERMIT CONDITION: DATE: TREE.REMOVAL.APP.6.27.16 it I FIELD EVALUATION WORKSHEET (THIS SIDE FOR OFFICE USE ONLY) CROWN LEADERS AND LIMBS GENERAL APPEARANCE 0-25% DIEBACK 26-50%DIEBACK 51-75%DIEBACK NO GROWTH BROKEN LIMBS/LEADERS NONE LITTLE MODERATE SIGNIFICANT EXTENSIVE CRACKED LIMBS/LEADERS NONE LITTLE MODERATE SIGNIFICANT EXTENSIVE DEAD LIMBS/LEADERS NONE LITTLE MODERATE SIGNIFICANT EXTENSIVE INSECT DAMAGE NONE LITTLE MODERATE SIGNIFICANT EXTENSIVE TARGETS HOME ROAD WIRES SIDEWALK OTHER TARGETS HOME ROAD WIRES SIDEWALK OTHER TARGETS HOME ROAD WIRES SIDEWALK OTHER SOIL CONDITIONS NEAR PAVEMENT SOIL COMPACTED NATURAL GRADE OTHER SOIL CONDITIONS NEAR PAVEMENT SOIL COMPACTED NATURAL GRADE OTHER SOIL CONDITIONS NEAR PAVEMENT SOIL COMPACTED NATURAL GRADE OTHER ROOT FLARE BURIED DECAYED/ROTTED MUSHROOMS BARKSEPERATION GIRDLING ROOT FLARE BURIED DECAYED/ROTTED MUSHROOMS BARKSEPERATION GIRDLING ROOT FLARE BURIED DECAYED/ROTTED MUSHROOMS BARKSEPERATION GIRDLING TRUNK SPLIT CRACKED MUSHROOMS CAVITY INSECTS OOZING TRUNK SPLIT CRACKED MUSHROOMS CAVITY INSECTS OOZING TRUNK SPLIT CRACKED MUSHROOMS CAVITY INSECTS OOZING NOTES: THIS FORM IS FOR RECORD PURPOSES ONLY, NOT TO BE CONSTRUED AS ATREE HAZARD EVALUATION. ALL INSPECTIONS ARE PREFORMED VISUALLY BY THE INSPECTOR. TREE.R EMOVAL.AP P.6.27.16 VILLAGE OF RYE BROOK PERMIT# EROSION/SEDIMENT CONTROL I (CODE 118) Public Works Dept.939-0753 fax 939-0242 Building Dept. 939-0668 fax 939-5801 Michal Nowak,Village Engineer/Superintendent of Public Works e-mail: mnowak@ryeorook.org REQUIREMENT SUBMITTALS: D E C E O VIE l. Storm Water Pollution Protection Plan(SWPPP) 2. Bond Deposit: $ Date Paid NOV 2 6 2019 I Insurance: attached on file 4. Map: attached on file VILLAGE OF Rl'E 5. UFPO No. B BUILDING DE BROOK Owner Blind Brook Club, Inc. Address 980 Anderson Hill Road Phone 914-939-1450 E-mail_ _bcampbell@blindbrookclub.org DesignProfessional WSP USA Address 4 Research Drive, Suite 240 Shelton CT 06484 Phone 203-929-8555 E-mail rob.good Awsp.com ContractorWAK GI� R@No✓ott-ions Contact Person R,tc 1 L'A�>{lk _ E NZ (± SK% C. j WC Home Improvement License: Address no Mt. iRU RA JJqill e AI 01q a.0 Phone q73—t,,00-g441 E-mail 1^ICh tQ6dtf gCA F, CORM Application is made for Erosion/Sediment Control at the following address: 980 Anderson Hill Road - Blind Brook Club For the purpose of. Improvements to golf fairways andgreens; irrigation and stormwater maintenance system; renovatoins to existing clubhouse; and construction of a new pump house building. I certify that airy land clearing,construction, or development involving the movement of earth shall be in accordance with the plans approved upon issuance of this Per (�A Owner's Signature ********************************************************************************** Office Use Only BOT APPROVAL PLANNING APPROVAL FINAL APPROVAL ENGINEER DATE CONDITIONS FOR PERMIT: RETURN DEPOSIT APPROVAL: DATE RETURN AMOUNT: October 23, 2019 1� Bruce L. Campbell, General Manager The Blind Brook Club, Inc. FUM P.O. Box229 Associates Purchase,NY 10577 Environmental Consulting, Incorporated RE: Preliminary Assessment of Wetlands and Watercourses The Blind Brook Club Proposed Course Renovation Project Dear Mr. Campbell: At the request of Rob Good Jr. at WSP,we have reviewed the preliminary concept plans for the course renovation and improvements, and we have made a preliminary site assessment of the existing conditions on the course. We have also reviewed resource information on the Westchester County GIS data base,the NRCS Web Soil Survey, and the New York State Department of Environmental Conservation (NYS DEC) Environmental Mapper site. Soils and Wetlands Based on our review of the soil map and County GIS information,most of the site is developed on mineral soils derived from glacial till. The soils in the northern portion of the site, south of Anderson Hill Road,have a dense subsoil layer which tends to perch ���� shallow ground water within several feet of the surface. These areas have been drained to allow development of the golf course,but in some areas the drainage is ineffective and allows surface water ponding. These areas do not support wetland vegetation, and therefore would not be considered wetlands. r u Ponded water on the driving range. 162 Falls Road Bethany, CT 06524 Tel: 203.393,0690 Blind Brook Club October 23,2019 Page 2 There is a wetland which has developed in the west-central portion of the site, apparently also due to ineffective drainage. This area does support wetland vegetation, and would therefore be regulated as a wetland(see discussion of jurisdictional status). Looking northeast at the wetland vegetation near the cart path. Soils in the southern portion of the site are generally better drained, and there are areas of bedrock outcrop near Blind Brook. Looking southwest at the irrigation pond and Blind Brook. Blind Brook Club October 23,2019 Page 3 Watercourses Blind Brook runs through the western portion of the property, and forms the municipal boundary with the TownNillage of Harrison. There are two dams on the brook, one in the north, near the maintenance building, and one in the south, near the southerly property line. Generally, the stream channel is rocky and unvegetated. Blind Brook stream channel, looking north. There is also an unnamed tributary to Blind Brook which flows from east to west through the course. This stream is generally surrounded by turf areas on the course, and has developed some areas of severe bank erosion and undercutting. 1 M-7 - -,W P WV Unnamed tributary with severe bank erosion. 1 I Blind Brook Club October 23,2019 Page 4 Jurisdictional Status of Wetlands and Watercourses. The wetlands and watercourses on the site are potentially regulated at three levels: The U.S. Army Corps of Engineers (ACOE) regulates wetlands as Waters of the United States undcr the Clean Water Act. At the State level,NYS DEC regulates Freshwater Wetlands under Article 24 of the Environmcntal Conservation Law(ECL).NYS DEC also regulates some perennial watercourses under Article 15 of the ECL,Protection of Waters. Finally, at the local level,the Village of Rye Brook regulates freshwater wetlands and watercourses under Chapter 245 of the Village Code. Based on our preliminary assessment,the wetlands and watercourses on this site would be regulated by both the ACOE and the Village of Rye Brook. There are no NYS DEC Freshwater Wetlands mapped on or near the site, and Blind Brook and it's unnamed tributary are listed as Class C waterbodies by the State, and are therefore not considered to be Protected Waters. In addition to the wetland and watercourse regulations, the Village of Rye Brook also regulates an adjacent area of 100',which is measured horizontally from the wetland or watercourse boundary. In order to accurately determine the extent of the regulated areas, a full wetland/ watercourse delineation should be undertaken so that the boundary can be survey located. If you have any questions regarding this preliminary assessment,please do not hesitate to call me. Sincerely, Evans Associates Environmental Consulting,Inc. Beth Evans, PWS Principal Cc: Rob Good Jr., WSP USA D NOV 262019 BUILDGN OF RYE BROOK G DEpgRTIVMENT STORMWATER POLLUTION PREVENTION PLAN BLIND BROOK CLUB IRRIGATION AND DRAINAGE IMPROVEMENTS Prepared for: Blind Brook Club 980 Anderson Hill Road Purchase, NY 10577 WSP Project No. : 31402026.002 Date: November 22, 2019 WSP USA 1 Columbia Circle, Suite 100 Albany, NY 12203 Tel: +1-518-452-3545 wsp.com SIGNATURES PREPARED BY: fke4&- Paul Guillet, PE, CFM Water & Environment Group Lead 2 I CONTENTS 1 Introduction ..............................................................................................5 2 Project Background Information...................................................................6 2.1 Site Description ...................................................................................6 2.2 Proposed Construction Activities ............................................................8 3 Erosion and Sediment Control....................................................................11 4 Post-Construction Stormwater Management ................................................ 12 4.1 Operations and Maintenance Plan......................................................... 12 4.2 Stormwater Modeling and Analysis....................................................... 13 3 TABLES Table 1: Stormwater Peak Discharge Rates .......................................................14 FIGURES Figure 1: Site Location Map...............................................................................6 Figure 2: NYS CRIS View...................................................................................8 APPENDICES Appendix A: NRCC Precipitation Table Appendix B: NRCS Soil Survey Appendix C: Hydrologic and Hydraulic Calculations 4 1 Introduction This Stormwater Pollution Prevention Plan (SWPPP) was prepared in support of obtaining coverage under the NYSDEC SPDES General Permit for Stormwater Discharges from Construction Activity, permit number GP-0-15-002, herein after referred to as the General Permit. A copy of this SWPPP must be maintained at the construction site at all times, along with the other documents listed in General Permit Part II.C.2. This project includes both erosion and sediment control and post-construction stormwater management components. Both are described in detail in this report and in the associated site plans. i 1. 5 2 Project Background Information 2. 1 Site Description The project site is located at Blind Brook Club in Village of Rye Brook, Westchester County, New York, as shown in the figure below. The project site occupies an area of approximately 162.3 and consists of, predominantly, pervious golf course play areas (i.e. fairways, greens, rough, etc.). Other site features include a clubhouse, maintenance facility and irrigation pump house. Figure 1: Site Location Map Round Hill W Club Q as o C coffege O CORege ONdMuLanby Club. _ . .PURCHASE BNnd Brook s cli _ Country Club T Mannanannile College �F Greenwich � C Rye B,00Y ' T 8 s` Runoff from the site discharges into Blind Brook and the Lower Pond (along the western site boundary), directly, or into various existing unnamed watercourses throughout the site that ultimately lead to Blind Brook or its tributaries. There are also several poorly drained areas throughout the site where runoff accumulates resulting in saturated soil and standing water. Refer to the plans for the locations of all watercourses and poorly drained areas at the site. 6 Extreme Precipitation tables for this location have been obtained from the Northeast Regional Climate Center (NRCC) website. A copy of these tables is included in Appendix A. Soils The Natural Resources Conservation Service (NRCS) Web Soil Survey was consulted to obtain preliminary soil data for the site. The Web Soil Survey shows that the site consists of"Paxton Sandy Loam", "Charlton-Chatfield Complex", "Woodbridge Loam" and "Ridgebury Complex"soils. These soils tend to exhibit drainage properties similar to Hydrologic Soil Groups C, B, D and A, respectively. A printout from the Web Soil Survey website is included in Appendix B. Historic Places Screening The NYS Cultural Resource Information System (CRIS) has been consulted regarding historic places and cultural resources. The CRIS indicates that the project area does not include archeological and/or historic resources listed in or eligible for the New York State and National registers of historic places. 7 Figure 2: NYS CRIS View LIA JXAI %VIC.A"Aq-J E v O t, s p to n N s.o ac c O a oy c$ .4, r r. Goa^ Sy olnYruv QN Falrf,y` C� of< PkWy ti QQi di�o ok� � Frrr fit. a O O� yik� e 'r, Jc� sre ep Dr o s�Ry yedlai r gar Ln c a c r,i Q Y S f1 D 0 s� �' Cr l: �' ,` Q a denCn Alrr .Z� Ord° E 1snb0 O 1 •N��B` a I tri 00d Ln o a 0 0.1 0.2m 1,O,duodftdp r II` t: cur• County of Westchester,Westchester County GIS.U... 2. 2 Proposed Construction Activities 2.2.1 Site Drainage Improvements As stated in Section 2.1, there are several locations throughout the site where groundwater and surface runoff accumulate resulting in saturated surficial soils and, in some cases, standing water on grade. The purpose is of this project task is to 8 improve the drainage at these locations by installing below grade, perforated, high density polyethylene (HDPE) piping to convey groundwater and surface infiltration away from the area. All proposed drain piping will discharge into Blind Brook or its tributaries. To minimize soil erosion, all trenching associated with the drainage system installation will be backfilled and the surface vegetation will be replaced daily. No exposed soil or trenches will be permitted outside of construction hours. 2.2.2 Irrigation System Improvements The project includes installation of a new irrigation pump and distribution system providing coverage across all golf course play areas. The new system will also incorporate a new 20-foot by 18-foot pump house, to be located adjacent to the Blind Brook Dam. The existing pump house, with an area of 127 square feet, will be demolished as a part of this project. Soil erosion associated with this activity will be minimized using the same procedures as the drainage system installation specified in Section 2.2.1. 2.2.3 Irrigation Water Source Evaluation The project includes development of onsite groundwater sources (bedrock wells) to augment irrigation and reduce reliance of public water. Eight (8) potential drilling locations for bedrock wells have been identified by lineament analysis. Three (3) to five (5) test wells will be drilled to evaluate and determine the feasibility of groundwater as a source for irrigation. Pending the results of the evaluation, the ground water test wells will be incorporated into the new irrigation system described in Section 2.2.3. Refer to the plans for the possible well locations and details. 2.2.4 Stream Channel Maintenance The stream channel known as Little Blind Brook flows east to west through the southern portion of the golf course and discharges to Blind Brook downstream of the Blind Brook Dam. Over the years the banks along certain reaches of the stream channel have been eroded and become unstable, and portions of the stream have been clogged with accumulated sediment. The project includes limited removal of accumulated sediments and making repairs to the stream banks to prevent erosion, flooding and further migration of the stream channel. These activities are considered as maintenance of an existing watercourse and are not designed to change the routing, size or function of the stream channel. Accumulated sediments within certain reaches of the stream channel that are determined to be contributing to bank erosion, flooding and channel migration will be removed. Bank repairs will be made by reshaping and covering with vegetative erosion controls, rock riprap, gabion walls -- or other types of constructed walls. Repairs will also be made to the stream crossing at 1 Fairway; maintaining the existing dimensions and footprint. Stream channel maintenance activities will be conducted during seasonal dry periods when stream flow is minimal. If necessary, temporary stone check-dams will be used to block the incoming flow to work areas in Little Blind Brook and a dewatering pump will route the inflow to a temporary splash pad downstream of the maintenance/repair area. Repair activities will be conducted in limited reaches of the stream channel, from upstream to downstream locations, and restoration will be completed in these 9 reaches before initiating work in subsequent downstream reaches. All excavated materials will remain onsite. 2.2.5 Restoration of Golf Course Layout Years of turf maintenance along the perimeter of the golf fairways and greens has resulted in changes to the original layout; in most cases reducing the area of fairway turf and greens. The project includes restoring the limits and extents of fairways and greens to closely resemble the original design conditions. The work will be phased to minimize soil disturbance at any given time, and sod will be recycled and promptly replaced to the extent possible. 2.2.6 Clubhouse Additions The project will include additions to the existing, two-story course clubhouse, located on the north side of the property, along Anderson Hill Road. These additions include a second-floor women's locker room and associated facilities, as well as an expanded ground level outdoor terrace that will extend off the southwest corner of the clubhouse. The second-floor additions will be constructed upon the existing building footprint having no effect on site-wide impervious area. The expanded terrace will result in a small increase to the building footprint and total site-wide impervious area. 10 3 Erosion and Sediment Control Erosion and Sediment Control Measures to be implemented for this project include, but are not limited to silt fences, hay bales, stabilized construction entrances and pipe outlet protection. Refer to the plans for construction sequencing and details. All elements of the erosion and sediment control plan are in conformance with the requirements of the currently effective version of the technical standard, New York State Standards and Specifications for Erosion and Sediment Control. 11 4 Post-Construction Stormwater Management This project is part of an institutional facility and will involve land disturbance of approximately 1.96 acres. As such, this project General Permit Appendix B, Table 2, and requires the preparation of a SWPPP that includes post-construction stormwater management practices. Detailed designs of these stormwater management practices are included in the construction documents associated with this project. These practices have been designed to meet the sizing requirements presented in Chapters 4, 5, and 6 of the Design Manual. All elements of the post-construction stormwater management plan are in conformance with the requirements of the currently effective version of the technical standard, New York State Stormwater Management Design Manual. 4. 1 Operations and Maintenance Plan Upon substantial project completion, the Owner shall take responsibility for the operation, inspection, and maintenance of the post-construction stormwater management practices. This work shall be performed in accordance with the following sections. 4.1.1 Site Drainage System The drainage system shall be inspected at least once per year. Locations to be inspected include: • Manholes and catch basins. • Drain discharge locations. Deficiencies to check for include: • Erosion of watercourse banks in vicinity of discharge locations; • Missing or displaced outlet protection stones; • Water accumulation within catch basins and manholes. • Debris accumulation above catch basin grates. Any deficiencies shall be repaired immediately upon identification. 12 4.2 Stormwater Modeling and Analysis The six-step stormwater management planning process described in Chapter 3 of the Stormwater Management Design Manual has been followed. The following sections describe each of the steps. 4.2.1 Step 1: Site Planning Preservation of Natural Features and Conservation 1. Preservation of Undisturbed Areas - All disturbance area will be restored to existing conditions upon completion of work daily. 2. Preservation of Buffers - No wetland buffer areas will be impacted by the project. All work within stream buffers will be restored to existing conditions upon completion of work daily 3. Reduction of Clearing and Grading - Clearing has been kept to the minimum required to construct the proposed project. No re-grading of existing topography will be required for this project. 4. Locating Development in Less Sensitive Areas - No development will be required for this project. 5. Open Space Design - This practice is not applicable to this type of project. 6. Soil Restoration - All disturbance area will be restored to existing conditions upon completion of work daily. Reduction of Impervious Cover 1. Roadway Reduction - The project does not include any new roadways. 2. Sidewalk Reduction - The project does not include any new sidewalks. 3. Driveway Reduction - The project does not include any new driveways. 4. Cul-de-sac Reduction - The project does not include any new cul-de-sacs. 5. Building Footprint Reduction - The new pump house was designed to have the minimum footprint required for the intended pumping system. 6. Parking Reduction - The project does not include any new parking areas. 4.2.2 Steps 2, 3, and 4: Calculation of WQv and RRv The clubhouse terrace expansion and new pump house will result in a net increase in impervious cover of less than 1,000 square feet. When considered as part of the overall property, this increase can be considered negligible, resulting in a Water Quality Volume (WQv) and Runoff Reduction Volume (RRv) of 0.0 acre-feet. 4.2.3 Step 5: Use of Standard Stormwater Management Practices No new Stormwater Management Practices are included in this project. 13 4.2.4 Step 6: Design of Volume and Peak Rate Control Practices The project has been designed to meet the stormwater detention requirements outlined in Chapter 4 of the Design Manual, as described below. Stream Channel Protection The Design Manual requires that stormwater management basins provide a 24-hour extended detention time for the 1-yr storm. However, as this project does not include a stormwater management basin, this requirement is not applicable. The project therefore meets the design requirement for Stream Channel Protection. Overbank and Extreme Flood Control The Design Manual requires that the project maintain peak runoff discharge rates at or below those experienced under existing conditions during the 10-year and 100- year design storms. In order to compare peak runoff rates from the golf course, Curve Number method calculations were performed for both the existing and proposed conditions. Even though the land use will be identical under both scenarios, the proposed improvements to the drainage system should result in existing wet areas of the course being drained such that they will be able to absorb more rainfall under the proposed conditions. This has been represented in these calculations as a reduction in the area of"D" soils and a corresponding increase in the area of"C" soils. Though this is a conservative approximation, the net result is a small reduction in the composite curve number for the golf course. Stormwater quantity calculations were performed to estimate peak runoff rates under both existing and proposed conditions. The calculations were performed using the Curve Number method. Complete hydrologic and hydraulic calculations are included in Appendix C. The following table summarizes the results of the stormwater quantity calculations. Table 1: Stormwater Peak Discharge Rates Peak Discharge Rate (cfs) Design Design Location Storm Existing Proposed Conditions Conditions 10-yr 48 45 Project Area 100-yr 144 140 14 APPENDIX A -' NRCC EXTREME PRECIPITATION TABLE -Fxtrerne Precipitation Tables:41.038°N,73.686°W http://precip.eas.comell.edu/data.php?1574203529430 Extreme Precipitation Tables Northeast Regional Climate Center Data represents point estimates calculated from partial duration series.All precipitation amounts are displayed in inches. Smoothing Yes State New York Location Longitude 73.686 degrees West Latitude 41.038 degrees North Elevation 0 feet Date/Time Tue, 19 Nov 2019 17:45:29-0500 Extreme Precipitation Estimates 5min IOmin 15min 30min 60min 120min lhr 2hr 3hr 6hr 12hr 24hr 48hr lday 2day 4day 7day 10day lyr 0.34 0.51 0.64 0.84 1.04 1.30 lyr 0.90 1.23 1.50 1.86 2.30 2.85 3.19 lyr 2.52 3.07 3.56 4.29 4.93 lyr 2yr 0.40 0.62 0.77 1.02 1.28 1.60 2yr 1.11 1.49 1.84 2.28 2.80 3.45 3.87 2yr 3.05 3.72 4.27 5.08 5.75 2yr 5yr 0.47 0.74 0.93 1.24 1.59 2.00 5yr 1.37 1.84 2.31 2.86 3.52 4.31 4.89 5yr 3.82 4.70 5.45 6.38 7.13 Syr 10yr 0.53 0.84 1.06 1 1.44 1.87 2.37 10yr 1.61 2.16 2.75 3.41 4.19 5.11 5.84 10yr 4.52 5.61 6.56 7.59 8.40 10yr 25yr 0.62 1 0.99 1.26 1.74 2.32 2.98 1 25yr 2.00 2.67 3.47 4.31 5.28 6.40 7.38 25yr 15.67 7.10 8.39 9.55 10.42 25yr 50yr 0.71 1.14 1.46 2.04 2.74 3.55 50yr 2.36 3.13 4.13 5.13 6.27 7.60 8.82 50yr 6.72 8.48 10.10 11.37 12.27 50yr 100yr 0.80 1.30 1.68 2.37 3.24 4.22 100yr 2.79 3.69 4.92 6.11 7.47 9.02 10.54 100yr 7.98 10.13 12.18 13.53 14.46 100yr 200yr 0.92 1.49 1.93 2.77 3.83 5.02 200yr 3.30 4.33 5.86 7.29 8.90 10.71 12.60 200yr 9.48 12.11 14.68 16.11 17.03 200yr 500yr 1.10 1.81 2.36 3.42 4.78 6.31 500yr 4.13 5.38 7.39 9.19 11.21 13.45 15.96 500yr 11.90 15.35 18.81 20.30 21.17 500yr Lower Confidence Limits 5min 10min 15min 30min 60min 120min lhr 2hr 3hr 6hr 12hr 24hr 48hr lday 2day 4day 7day 10day lyr 0.26 0.41 0.50 0.67 0.82 0.90 lyr 0.71 0.88 1.34 1.61 1.96 2.57 2.62 lyr 2.27 2.52 3.13 3.69 4.32 lyr 2yr 0.39 0.61 0.74 1.01 1.24 1.50 2yr 1.07 1.46 1.70 2.20 2.76 3.34 3.75 2yr 2.96 3.61 4.12 4.92 5.59 2yr 5yr 0.43 0.67 0.83 1.14 1.45 1.75 5yr 1.25 1.71 1.98 2.60 3.26 3.99 4.52 5yr 3.53 4.35 5.01 5.86 6.63 5yr 10yr 0.47 0.73 0.90 1.26 1.62 1.97 10yr 1.40 1.93 2.23 2.96 3.72 4.56 5.22 10yr 4.04 5.02 5.81 6.57 7.54 10yr 25yr 0.52 0.78 0.97 1.39 1.83 2.30 25yr 1.58 2.25 2.60r4.5 4.44 5.43 6.32 25yr 4.81 6.07 7.07 7.55 8.94 25yr 50yr 0.54 0.82 1.02 1.47 1.98 2.58 50yr 1.71 2.52 2.94 5.08 6.22 7.30 50yr 5.50 7.02 8.21 8.27 10.18 50yr 100yr 0.58 0.87 1.09 1.58 2.17 2.87 100yr 1.87 2.81 3.31 5.82 7.12 8.45 100yr 6.30 8.13 9.53 9.09 11.57 100yr 200yr 0.62 0.93 1.18 1.70 2.37 3.22 200yr 2.05 3.15 3.73 6.70 8.15 9.78 200yr 7.21 9.41 11.09 9.87 13.19 200yr S00yr 0.67 0.99 1.27 1.85 2.63 3.74 500yr 2.27 3.66 4.38 8.09 9.76 11.88 500yr 8.64 11.42 13.55 10.93 15.69 500yr Upper Confidence Limits 5min 10min 15min 30min 60min 120minj lhr 2hr 3hr 6hr 12hr 24hr 48hr lday 2day 4day 7day 10day lyr 0.37 0.57 0.69 0.93 1.15 1.38 lyr 0.99 1.35 1.59 2.09 2.64 3.12 3.54 lyr 2.76 3.40 3.84 4.67 5.30 lyr 2yr 0.43 0.66 0.81 1.10 1.36 1.59 2yr 1.171.55 1.81 2.33 2.90 3.57 4.02 2yr 3.16 3.87 4.42 5.41 5.97 2yr 5yr 0.52 0.80 0.99 1.36 1.74 2.03 5yr 1.50 1.98 2.34 2.97 3.73 4.66 5.32 5yr 4.12 5.12 5.89 6.89 7.72 5yr 10yr 0.62 0.95 1.18 1.65 2.13 2.44 10yr 1.84 2.38 2.86 3.60 4.52 5.69 6.56 10yr 5.04 6.31 7.31 8.48 9.37 1 10yr 25yr 0.79 1.21 1.50 2.15 2.82 3.15 25yr 2.44 3.08 3.74 4.62 5.80 7.43 8.67 25yr 6.58 8.34 9.76 11.21 12.13 25yr 50yr 0.95 1.45 1.80 2.59 3.49 3.82 50yr 3.01 3.74 4.59 5.58 7.02 9.09 10.72 50yr 8.05 10.30 12.13 13.85 14.73 50yr 100yr 1.15 1.74 2.18 3.16 4.33 4.65 100yr 3.74 4.55 5.61 6.77 8.50 11.13 13.23 100yr 9.85 12.72 15.10 17.09 17.88 100yr 200yr 1.39 2.10 2.66 3.85 5.37 5.66 200yr 4.63 5.54 6.89 8.18 10.28 13.63 16.33 200yr 1206. 15.70 18.77 21.12 21.71 200yr 500yr 1.82 2.70 3.48 5.05 7.19 7.34 500yr 6.20 7.18 9.01 10.53 13.22 17.82 21.59 500yr 15.77 20.76 25.05 28.07 28.07 500yr va WW„s C/S Northeast Regional Climate Center of 1 11/19/2019,5:45 PM APPENDIX B N RCS SOIL SURVEY 3 Hydrologic Soil Group—State of Connecticut,and Westchester County,New York a ^ 60M 610000 610200 610400 610500 610900 611000 611200 41°2'50"N 41°2'50'N g Q 'E F r L _ x It LI - F e 41°1'45"N 41°145 N €SJO 610000 610200 6104co 610900 61060D 611000 611200 3 3 $ Map Sole:1:9,750 if printed on A portrait(8.5"x 11")sheet N Meters 0 100 200 400 B00 A re� o � � ,�0 2700 Map projection:Web Mentor Corner coordinates:WG584 Edge tics:11TM Zone 18N WGS84 usDA Natural Resources Web Soil Survey 11/1/2019 Conservation Service National Cooperative Soil Survey Page 1 of 5 00 N N N O (3) c0 O y T jN O) a) a) r 2 a) I c o is o_ ° $ 0 o N rn m 'n o c m 2 _N - O U d E N y N m N >` O_ N C Y a) n 7 f0 'O a) Y '_' d m _ - U m O Lo N L a) 7 U O C N d j N E N ccn m o O N •@ c Y O m m N } O Q I O_d o = y O N r 2 M C �Nm 3 cmmE c of (D 0N2 -0 Z n�i u 20E Ec°i N cEm � Q 3 a c U m � N- Q mcmca o 0 0 � '> m o a � c ° 7m � � �� a) o c cu m ° QO L N w L C d y mCQ a 7 a E m E -o m m o Q a O p U m c`o '� Lm co ° Lrm 3 c in U to a�i c > m m o m'a Cc E >' C 7 2 TN C 2 U COO) N� 7L al m - @ N O E Tcccc E L a) O N O U C E a) N U > N E N N L N Z N a) N 2 N co O L U C a) C .0 m 7 N C C m a y m E °) 7N � 'oN w � oo Lo � E -Lo7 m mo m n. o y Nzoa� � � °' � yV o (nc� co � a � L� O N O - m N a) a) N - N m N 3 N n 7 Q U .7-I J (n co °"CO N f6 � > a m C m d N L N L d c mo ` m L m L N Q U C N N T N O O N N 0 « O .-. } m � ZT� � Laa)) Q) M ids° ids CD 2! o � aa) � a`) m .2)a) > m m _U a m d m a m rn E ° > O C - D_ T a) m cp 7 ,N C N N 'O 2 _ -'au a aa)) 2 ° C m �� � � o am am ma) mH f° m Cc Z 7 TO �U) a) C 7 U 7 '` T2 Tm ° NL > - 7 O C LO-N N N 0 N O - m O O a) a) O O m 2 a 2 a N L m N N Q O m L 'O O c o ° N 7 m o c U > 7 T 7 T H c r N m o N r 2 rn C N C' N N `U) N U C N..CL a) O_ a) a) (n a) N a) N E O 'a a) C Ur N a) a) p a) p m 0 in L U L ` 0 7 'O 7 7 A p O` .� @ N a) E cc F a E (n > U 2 a-0 Q m F O fn(n (n(n } m N a m U) N H U £ N a) Wa) L T U N a) U) C >,O m Z U) CD U - m d U) n C N .0 O O N a) O U > o m ca 3 L m n m N c _rn N y o O m O C = N C D N ? ° o o L Z dd E �o 'o a _ o 0 m O O N N C co N (/1 Of p a) U U Z (n O m c Q c U N O � H m a T a 01 l0 N O O a) C C a O O O C C O V p Q O T N y O G N N N N d Ct O O J O 0 O a Ct 0 Q O) Q a m m U U o Z O) Q a m m U U 0 Z p) Q a m m O C Q N y O d d' � m 3 N C t0 O ZU Hydrologic Soil Group—State of Connecticut,and Westchester County, New York Hydrologic Soil Group Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 2 Ridgebury fine sandy D 0.2 0.0% loam,0 to 3 percent slopes l _ 245E Woodbridge-Urban land C/D 24.1 5.1% complex,0 to 8 percent slopes 245C Woodbridge-Urban land C/D 0.6 0.1% complex,8 to 15 percent slopes _ 284B Paxton-Urban land C 0.5 0.1% complex,3 to 8 percent slopes Subtotals for Soil Survey Area 25.3 5.4% Totals for Area of Interest 471.4 100.0% Map unit symbol Map unit name Rating Acres in AOI Percent of AOI ChB Charlton fine sandy B 5.2 1.1% loam,3 to 8 percent slopes ChC Charlton fine sandy B 1.9 0.4% loam,8 to 15 percent slopes CrC Charlton-Chatfield B 56.2 11.9% complex,0 to 15 percent slopes,very rocky CsD Chatfield-Charlton B 2 2 0 5% complex,15 to 35 percent slopes,very rocky Ff Fluvaquents-Udifluvents AID 19.8 4.2% complex,frequently _flooded LcA Leicester loam.0 to 3 A/D 11.31 2.4% percent slopes,stony PnB Paxton fine sandy loam, C 74.2 15.7% 3 to 8 percent slopes PnC Paxton fine sandy loam, C 26.1 5.5% 8 to 15 percent slopes RdA Ridgebury complex,0 to D 23.4 5.0% 3 percent slopes RdB Ridgebury complex,3 to D 0.5 0.1% 8 percent slopes LSD,x Natural Resources Web Soil Survey 11/1/2019 Conservation Service National Cooperative Soil Survey Page 3 of 5 a Hydrologic Soil Group—State of Connecticut,and Westchester County, New York Map unit symbol Map unit name Rating Acres In AOI Percent of AOI Sm Sun loam,extremely C/D 3.6 0.8% stony SuB Sutton loam,3 to 8 B/D 3.3 0.7% percent slopes Ub Udorthents,smoothed B 13.7 2.9% Uf Urban land 2.4 0.5% UhB Urban land-Charlton D 0.2 0.0% complex,3 to 8 percent slopes UhC Urban land-Charlton B 6.8 1.4% complex,8 to 15 percent slopes UIC Urban land-Charlton- 3.8 0.8% Chatfield complex, rolling,very rocky UpB Urban land-Paxton D 43.5 9.2% complex,3 to 8 percent slopes UPC Urban land-Paxton D 6.7 1.4% complex,8 to 15 percent slopes UwB Urban land-Woodbridge D 67.5 14.3% complex,3 to 8 percent slopes W Water — — 7.1 1.5% WdA Woodbridge loam,0 to 3 C/D 39.0 8.3% percent slopes WdB Woodbridge loam,3 to 8 C/D 27.9 5.9% percent slopes Subtotals for Soil Survey Area 446.1 94.6% Totals for Area of Interest 471.4 100.0%' usDA Natural Resources Web Soil Survey 11/1/2019 Conservation Service National Cooperative Soil Survey Page 4 of 5 i Hydrologic Soil Group—State of Connecticut,and Westchester County, New York Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes(A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential)when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential)when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method. Dominant Condition Component Percent Cutoff. None Specified Tie-break Rule: Higher usDA Natural Resources Web Soil Survey 11/1/2019 Conservation Service National Cooperative Soil Survey Page 5 of 5 APPENDIX C HYDROLOGIC AND HYDRAULIC CALCULATIONS 2Si (4S Existing Course Proposed Course OSubca Reach on LLjnk Routing Diagram for Bind Brook Club E Prepared by WSP, Printed 11/22/2019 droCADCR)10.00-25 s/n 05285 ©2019 HydroCAD Software Solutions LLC Bind Brook Club Type 111 24-hr 1-yr Rainfall=2.85" Prepared by WSP Printed 11/22/2019 HydroCADO 10.00-25 s/n 05285 ©2019 HydroCAD Software Solutions LLC Page 2 Summary for Subcatchment 2S: Existing Course Runoff = 8 cfs @ 12.52 hrs, Volume= 1.420 af, Depth= 0.37" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type III 24-hr 1-yr Rainfall=2.85" Area (ac) CN Description 11.450 39 >75% Grass cover, Good, HSG A 11.460 61 >75% Grass cover, Good, HSG B 18.330 74 >75% Grass cover, Good, HSG C 4.580 80 >75% Grass cover, Good, HSG D 45.820 63 Weighted Average 45.820 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 9.4 100 0.0200 0.18 Sheet Flow, Grass: Short n= 0.150 P2= 3.45" 16.8 1,000 0.0200 0.99 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 26.2 1,100 Total Summary for Subcatchment 4S: Proposed Course Runoff = 7 cfs @ 12.54 hrs, Volume= 1.299 af, Depth= 0.34" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type III 24-hr 1-yr Rainfall=2.85" Area (ac) CN Description 11.450 39 >75% Grass cover, Good, HSG A 11.460 61 >75% Grass cover, Good, HSG B 19.330 74 >75% Grass cover, Good, HSG C 3.580 80 >75% Grass cover, Good, HSG D 45.820 62 Weighted Average 45.820 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 9.4 100 0.0200 0.18 Sheet Flow, Grass: Short n= 0.150 P2= 3.45" 16.8 1,000 0.0200 0.99 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 26.2 1,100 Total Bind Brook Club Type /// 24-hr 10-yr Rainfall=5.11" Prepared by WSP Printed 11/22/2019 HydroCADO 10.00-25 s/n 05285 ©2019 HydroCAD Software Solutions LLC Page 3 Summary for Subcatchment 2S: Existing Course Runoff = 48 cfs @ 12.40 hrs, Volume= 6.029 af, Depth= 1.58" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type III 24-hr 10-yr Rainfall=5.11" Area (ac) CN Description 11.450 39 >75% Grass cover, Good, HSG A 11.460 61 >75% Grass cover, Good, HSG B 18.330 74 >75% Grass cover, Good, HSG C 4.580 80 >75% Grass cover, Good, HSG D 45.820 63 Weighted Average 45.820 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 9.4 100 0.0200 0.18 Sheet Flow, Grass: Short n= 0.150 P2= 3.45" 16.8 1,000 0.0200 0.99 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 26.2 1,100 Total Summary for Subcatchment 4S: Proposed Course Runoff = 45 cfs @ 12.40 hrs, Volume= 5.753 af, Depth= 1.51" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type III 24-hr 10-yr Rainfall=5.11" Area (ac) CN Description 11.450 39 >75% Grass cover, Good, HSG A 11.460 61 >75% Grass cover, Good, HSG B 19.330 74 >75% Grass cover, Good, HSG C 3.580 80 >75% Grass cover, Good, HSG D 45.820 62 Weighted Average 45.820 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 9.4 100 0.0200 0.18 Sheet Flow, Grass: Short n= 0.150 P2= 3.45" 16.8 1,000 0.0200 0.99 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 26.2 1,100 Total Bind Brook Club Type 111 24-hr 100-yr Rainfall=9.02" Prepared by WSP Printed 11/22/2019 HydroCADO 10.00-25 s/n 05285 ©2019 HydroCAD Software Solutions LLC Page 4 Summary for Subcatchment 2S: Existing Course Runoff = 144 cfs @ 12.37 hrs, Volume= 17.132 af, Depth= 4.49" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type III 24-hr 100-yr Rainfall=9.02" Area (ac) CN Description 11.450 39 >75% Grass cover, Good, HSG A 11.460 61 >75% Grass cover, Good, HSG B 18.330 74 >75% Grass cover, Good, HSG C 4.580 80 >75% Grass cover, Good, HSG D 45.820 63 Weighted Average 45.820 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 9.4 100 0.0200 0.18 Sheet Flow, Grass: Short n= 0.150 P2= 3.45" 16.8 1,000 0.0200 0.99 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 26.2 1,100 Total Summary for Subcatchment 4S: Proposed Course Runoff = 140 cfs @ 12.37 hrs, Volume= 16.660 af, Depth= 4.36" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type III 24-hr 100-yr Rainfall=9.02" Area (ac) CN Description 11.450 39 >75% Grass cover, Good, HSG A 11.460 61 >75% Grass cover, Good, HSG B 19.330 74 >75% Grass cover, Good, HSG C 3.580 80 >75% Grass cover, Good, HSG D 45.820 62 Weighted Average 45.820 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 9.4 100 0.0200 0.18 Sheet Flow, Grass: Short n= 0.150 P2= 3.45" 16.8 1,000 0.0200 0.99 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 26.2 1,100 Total 1 i f Lw M5 P=241 THIS INDEMPE, mad¢ the 3.r day of J&4f44ej1, 197U between POININGOE LAND CO., INC., a New York corporation with I 0 its principal gffices at (no number) Anderson Hill Road, tea, Port Chester, New York, party of the first part, and THE BLIND BROOK CLUB, INC., a New York corporation with its o principal offices at (no number) Anderson Hill Road, Port Cheater, New York, party of the second part, } W I T 14 E S S E T H qi n i �a 1 THAT the party of the first part, in consideration F of One Dollar ($1.00), lawful money of the United States, and Other good and valuable consideration paid by the party of the second part, does hereby grant and•relcaso unto the IParty �-: LIM uecond Part, its heirs or successors and assign t forever, 1FATirrL A PLL those three certain plots, nieces or parcels or land, situate partly in the Town of Rye, County of Westchester and State of New York, and partly in the Town of Greenwich, County of Fairfield, State of Connecticut, and kno%m and eesignat•ed &a lots Nos. 4, 7 and 8 on a certai s map entitled "b:ap of Roxtrnl Farm, belonging to the Blind o°rG Brook Realty Company in the Towns of Rye, N.Y. and Groerwich o Conn." made by J. A. Kirby & Son, Civil Engineers and ro Surveyors, knit Chester, N.Y. dated June 1910, and filed in E the office of the Register of the County of Westchester on T= June 25, 19111, as nap No. 2o65,vrhich said lots to Yell together as one parcel are bounded and described'as follows i ; o BEGINNING a: a point on the Westerly side or King v Street, dietant 441.67 feet southerly mensur¢d along the o westerly side of Kin; Street rrola the southerly end of a o curve with a radius or 34.17 feet connecting the westerly side of Kinr Street with the southerly aide of Anderson Hill i I ... .... ....... i REAL ESTATE STATE Of TRANSFER X NEW YORK Dot of k$ TROUOA OEC * V )q Q 0. 0 *� I 1 III I III I II I I II IIIII IIII IIIII IIIII IIIII II(I IIII - - -- - *005970355* u�69b6 242 j� Road, which point of beginning is also the southeasterly corner of plot No. 5 shown on said map; running thence westerly along the southerly side of plot No. 5 as shown on said map, south 550 04''40" west 711.2 feet to A cement (E{ monument set in the easterly boundary line of plot No. 8 (I as shown on said map and marking the northwesterly corner !+ of plot No. 4 as shown on said map; running thence norther) along the easterly side of plot No. 8 as shown on said map, north 370 35' 20" west 425.55 feet to a cedar stake set in the southerly line of Anderson Hill Road and marking the northeasterly corner of plot No. 8 as shown on said map, running thence westerly along the southerly side of Anderson Hill Road the following courses and distances: south 521 24' 30" west 236.72 feet; south 52° 55' west 316.6 feet; south 510 29' west 149.3 feet; south 49' 51' west 40 feet; south 530 07' west 226 feet; south 510 41' west 103.68 feet to a cement monument set in the southerly aido'of Anderson Hill Road and marking the northwesterly corner of plot No. 8 and the northeasterly corner of plot No. 11 as shown on said mal;, running thence southerly along the westerly side of plot No. 8 as shown on said map and partly along the westerly ai e of plot No. 7 as shown on said map, south 34° 55' 20" east and passing through a cement monument marking the south- westerly corner of plot No. 8 as shown on said map, 875.26 feet to a cement monument marking the southeasterly corner j of plot No. 11 as ohc."n on raid map; thence running waster�y along the northerly side of plot No. 7 as shown on said maps; south 550 04' 40" west 150 feet to the northeasterly corner ) ; of plot No. 10 as shown on said map, running thence southerly i along the easterly side of plot 110. 10 as shown on said map south 34° 55' 20" east 725 feet and passing through a cement monument set in the northerly side of Roxton Road at the so th- westerly Corner of plot 110. 7 and the southeasterly corner plot No. 10 as shown on said map to the canter line of Roxton Road as shown on said map, running thence easterly along th as shown on said map, north 55. center lino of Roxton Road 04, 40" east 1100 feet to the point or intersection of the i center line of Roxton Road with the prolongation southerly of the easterly line of plot he. 7 as shown on said map; running thence northerly along said prolongation of the easterly line of plot No. 7 as shown on said map and alons the easterly line of plot No. 7 as shown on said map; p {_.g through a cement monument set at the southeasterly corner c plot No. 7 and the southwesterly corner of plot 110. 2 as shown on said map, north 280 21' 10" west 830.116 feet to th 1 northeasterly corner of plot No, 7 as shown on said man and i j to the southoa,,terly corner of plot No. 8 as shown on -)aid II map; running thence northerly part of the way along the i easterly side of said plot No. 8 as shown on said map, nort 280 said211 10"easterlyest line5of9saidt to plotallo..m8nandonument markingeet in the the southwest corner of said plot No. 4 and the northwesterly I corner of plot No. 3 as shown on said map running thence shown easterly along the souther said map, north 610 38 5011 ascement on t � , j 1 ' 2 I • I • L Lou M5 PAGE 243 i 1 monument set in the westerly side of King Street and marking the southeasterly corner of plot No. 4 and the northeasterly corner of plot No. 3 as shown on said map, running thence northerly along the westerly side of King Street the follow- ing courses and distances: north 120 05' west 6.3 feet; nort 90 48' west 380.6 feet; north 140 46, west 52.83 feet to the point or place of beginning, containing 46.64 acres of land, TOGETHER with all the right, title and Interest of the party of the first part of, in and to Kin • Street and Anderson Hill Road, in front of and sJoining said premises, together with a right of ingress to and egress from plots No 4, 7 & 8 above .described over the entire .� length and breadth of Roxton Road as shown on said map, j being the same premises conveyed by deed dated February 23, 1' 1970 from Harrison Avenue Realty Company, Inc. to Poningoe Land Co.; Inc. recorded in the office of the Clerk of the • County of Westchester in Liber 2106 of Deeds page 487. PARCEL H Tract 1.- ALL that certain tract, piece or parcel of land with the buildings and improvements thereon erected, situate,lying and being In the Town of -Rye, County of Westchester and State of New York, comprising two private roads and lots numbers 1, 2, 6, 9, 10, 11, 12, 13, 14, 15, ' 16, 17, 18 and lg and a part of lot number 3 as shown and designated on a certain map entitled, "Nap of Roxton Farm belonging to the Blind Brook Realty Company, in the Towns of Rye, N.Y. and Greenwich, Conn." made by J.A. Kirby and Song C. E's., June 1910 and filed in the office of the Register of Westchester County, June 25, 1914 as map number 2065, which said lots and a portion of a lot and said private roads whe taken together are more particularly bounded and described as follows: BEGINNING at a monument on the westerly side of King Street, at the southeasterly corner of the premises about to be described, adjoining land now or formerly of Richard Croker, Jr., thence running along said land now or formerly of Crokor and part of the distance along a stone wall the following courses and distances: south 40 14' west 290.6 feet; south 46 0 24 ' west 300 feet; south 460 44, west 400 feet; south 460 07* west 126.8 feet; south 470 32' west 423.3 feet; south 480 16, west 160.1 feet; south 47 01' west 120 feet; south 500 14, west 48.1 feet; south 470 12', wost• 207 feet; south 490 051 west 465.3 feet; south 48 19' west 150 feet; south 470 47' west 184.7 feet; south 490 04, west 251.1 feet to a monument; thence running south 470 46' 10" west 269.91 feet along land now or formerly of Country Ridge Land, Inc. to land now or formerly of Irving Lehman; thence running along said lane: now or formerly of Irving Lehman and part of the distance along a stone wall I rf WM =244 i west 192 7 the following courses and distances: south 670 59' feet; south 680 24' west 209.2 feet; south 67° l8' west 258 feet; south 710 51' west 40 Meet; south 88° 01' west 118.7 feet to the center line of Bind Brook; thence running along the center line of sai Blind Brook, the following courses and distances: north 80 50' east 166.2 feet; north 19° 29' west 98.6 feet; north 1° 32' east 182.6 feet; north 9° 34' east 192.9 feet; north 50 04' east 93 feet; north 38 47' east 60.5 feet; north 360 23' west 257.3 feet; north 23� 06' west 59.1 feet; north 00 51' west 114.5 feet; north 740 i S8' east 55.5 feet; north 89° 35' east 57.3 feet;.north 330 14' east 142.7 feet; north 190 30' west 106.8 feet; south 890 12' west 73 feet to a point beyond the west bank of Blind Brook; thence running north 50 16' west 66 feet; nort 13° 08, east 164.34 Peet; north 560 34' east 56.1 feet to a point in the westerly side of said Blind°Broo k east hence44 felt crossing said brook on a course south 39 5 11 to a point in the easterly side of said brook; thence running north 380 31' east 25.6 feet; thence continuing along the easterly side of said Blind Brook the following courses aqd distances: north 90 31' west 116.6 feet; north 29° 07' west. 74.3 feet;'north 41 degrees 23' east 93.5 feet; north 13° 21.1 east 85.4 feet; north 220 29, east 52 feet; north 13° C6' east 62.1 Poet; north 50 57' west 89.2 feet; north 13° 24' west 246.6 feet to a point in Blind Brook; thence through 29 said brook the following courses and distances: north 1° ea west 55.1 feet; north 7° 06' east 39 feet; north 360 h2' ea t 36.5 feet; north 12° 46' east 115.1 feet; north 26° ad wcct 57.05 feet to the southerly aide of Anderson Hill Road; I ' thence running along the southerly side of Anderson°H421 east Road. the following courses and distances: north 39° ea�L' 186.E feet; north 52° 04' east 134.2 feet; north 50 57 84.1 feet; north 520 14' east 136.5 feet; north 510 45' east 263.8 feet; north 530 17' east 163 feet; north 52° 48' ea.-t 200 feet; north 510 41' east 40.32 feet to a monument and the land of Poningoe Land Co., Inc. formerly of Harrison Avenue Realty Company; thence running along said land of the Poningoe Land Co., Inc., south 34° 55' 20" east 87sou6 feet to a monument; thence continuing along said land south 550 04' 40" west 150 feet to oind;wirencencontinuine south 34° along said land and along a post 55, 20" east 700 feet to a monument; thence running north 550 04' 40" east 1102.87 Test to a monument; thence running north 28° 21' 10" west a part of the distance along a post and wire fence, 871.08 feet to a monument; thence running north 61° 38, 50" east along a post and wire fence 542.75 feet to a point in the dividing line between thhe the soast j 1Jow York and Connecticut; thence running along sald dividing line 115.47 feet to its intersection with the westerly side of Xing Street; thence running along 3 and the westerly side of Kingeast os Str843.3et 1ifeet; south 1p°r36' east distances: south 10° 37' 0 0G' Las 136.2 feat; south 170 05, east 77.3 feet; south 25 east4452.7;feetth 240 to thel81 pointsor275.45 place of beginning. 46' • ' -4- LZER 6965 PACE 245 Tract 2.-. ALL that certain tract, piece or paroa — of land with the buildings and improvements thereon erected, situate, lying and being in the Town of Rye and being known and designated as a part of lot number 5 on a certain map entitled, "Map of Roxton Farm belonging to the Blind Brook Realty Company in the Towns of Ryo, N.Y. and Greenwich, Conn." made by J.A. Kirby and Son, C.E.�a, June 1910 and filed in the office of the Retister of Westchester County June 25, 1914 as map number 2065. being bounded and described as follows: BEGINNING at the northeasterly corner of the premises about to be described at a point in the southerly side of Anderson Hill Road at the point of intersection of the dividing line between the States of New York and Connecticut; thence running south 240 41' east along said { dividing line between the States of- New York and Connecticut 461.85 feet; thence running south 55° 041 40" west 57.2.38 ' feet to a monument; thence running north 37° 35' ?V west 425.55 feet to the southerly side of Anderson Hill Road; thence running along the southerly side of Anderson Hill Road the-following courses and distances: north 520 24' 30" east 150.28 feet; north 52° 35' 30" east 416.05 feet; ! north 520 45' 30" 'east 108.57 feet to the point or place. 1 of beginning. Tracts 1 and 2 being the same premises conveyed by deed ' dated February 23, 1916 from Blind Brook Realty Company to Poningoe Land Co., Inc. recorded in the office of the Clerk of the County of Westchester in Liber 2106 of Deeds page 49(, i and as a further part of PARCEL B Tract 1 is hereby granted R_ I and released, I TOGETHER with all the right, title and interest of the party of the first part in and to that certain clot, piece or parcel of land, with a dam and improvements thereon erected, formerly of 14. Gache, situate, lying and being in -the Town of Harrison, Westchester County, State of New York, more particularly bounded and described as follows: The point of beginning is determined by the i following courses and distances: Commencing at a point on the southerly side of Anderson Hill Road distant easterly along, the same 241.00 feet from the corner formed by the intersection of the easterly side of Lincoln Avenue w th' M � —5— , I 1 LKt 6965 nun246 said southerly aide of Anderson Hill Road, said point of ommenoement also being at the intersection between said southerly aide of Anderson Hill Road and the easterly line of land now or formerly of Purchase Wholesale Greenhouses Inc., and running thence south 20 34' 10" east 629.20 feet o the southeasterly corner of said land now or formerly of Purchase Wholesale Greenhouses Inc., running thence along I the southerly line of said land north 890 42' 00" west 197.00 feet to the easterly side-of Lincoln Avenue, thence south ' 60 33' 50" east along said easterly side of Lincoln Avenue 1539.01 feet, thence southerly on a curve to the right aving a radius of 2566.00 feet and a central angle of 13° 15' 06" an arc' distance of 623.33 feet to the northerly line of land now or formerly of Ruth Uris, formerly of Mary L. Parker, thence along said last mentioned land north 890 51' 18" east 1931.26 feet to the east bank of Blind Brook, thence along said east bank north 10 44' 30" east j 198.60 feet, thence through said Blind Brook north 880 37' 130" west 20.08 feet to a point, thence north 50 30' 00 east 106.31 feet to the dam in said Blind Brook, BEGINNING and running thence north 5° 30' 00" east through said dam 25.84 feet to the northerly side of said dam; running thence westerly along the northerly side of "aid dam the following three courses and distances: north 8?° 18' 20" west 12.57 feet; south 70 41' 40" west 7.00 feet; and north 82° 18' 20" west 52.65 feet; running thence south 70 41' 40" west 5.03 feet to a point; running thence south 610 41' 50" east 38.66 feet to a point; and running thence south 820 00' 00" east 30.02 feet to the point of beginning, TOGETHER with all right and interest of the party of the first part in and to the area that may be flooded along the bed of Blind Brook from time to time by the dam (such area and the water lying thereon being hereinafter referred to as the "reservoir"). TOGETHER with all rights of the party of the first part to pump out or otherwise use the water in the reservoir for any purpose incident to the maintenance, operation and development of a golf course maintained on the land now of the party of the first part, TOGETHER with all right and interest of the party of the first part to enter upon the land now of Pepsico, Inc. and formerly of M. Gache adjacent to the dam and reservoir as may be reasonably necessary for the party of the second tIJ part to maintain the dam and the reservoir, SUBJECT to all the right and interest in the dam, the land lying thereunder and adjacent thereto, the reservoir and the land lying adjacent thereto of M. Gache ' and his successors in title to the land lying contiguous to i 1` the westerly line of the land hereby conveyed, ' � 1 -6- M 69.65 PAct Z4 IIT BEING AGREED that so long as the portion of the land hereby conveyed that is contiguous to the easterl line of the land now of Pepsico, Inc. and formerly of M, Gache shall be used and operated as a golf course, any i obligation for the maintenance and repair-of the dam and for the maintenance of normal water levels in the reservoi at all times other than at periods necessary for desilting or in emergencies such as floods, shall be discharged, at Its sole expense by the party of the second part, EXCEPTING and reserving from PARCEL S the . following described lands.and premises. All that plot or parcel of land with the buildin s and improvements thereon conveyed by Poningoe Land Co., In to Charles C. Smith by deed recorded in the office of the Clerk of the County of Westchester in Liber 2404 of Deeds page 151, i t .. 4 � All that plot or parcel of land with the building and improvements thereon conveyed by Poningoe Land Co., Inc. to Acre Plot Company, Inc. by deed dated December 26, 1922 recorded in the office of the Clerk of the County of Westchester in Liber 24 ... Q7 of Deeds page 154, and All that certain plot, piece or parcel of 'land conveyed by Poningoe Land Co., Inc, to Sophie C. Capel by deed dated June 8, 1925 recorded in the office of the Clark I Of the County of Westohester in Liber 2581 of Deeds page 42 TOGETHER with the appurtenances and all the estat S and rights of the party of the first part in and to said premises, TO HAVE AND TO HOLD the premises herein granted ' unto the party of the second part. its heirs or successors and assigns forever. i AND the party of the first part, in compliance with Section 13 of the Lien Law, covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consider - S lion as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same uw6965 w248 ► � first to the payment of the coat of the improvement before i( using any part of the total of the same for any other purpose. IN WITNESS WHEREOF, the party of the first part has duly executed this deed the day and year first above �{ written. - � ` PONINOOE LAND CO., INC. ,,.,,... By L ,.•` ff O on c Muml'orct4 `�, Ate ''Q I•' Vice-President _ 1 u;off` I ` a 191 yegi3orate Seal] } '��y'•kfYt A T: Wm. and F hay,Secret y WITNESS: y �t e tea-MrarT I uw69.65 ra249 j ' STATE OF NEW YORK ) (COUNTY OF NEW YORK ) i On the 3.Zday of December, 19TO, before me i ersonally came MILTON -C. MUMFORD, to me known, who, being I y roe duly sworn, did depose and say that he resides at I INo. Sl4 Hollow Tree Ridge Road, Darien, Connecticut; that he is Vice-President of Poningoe Land Co., Inc., the fcorporation described in and which executed the foregoing Instrument; that he knows the seal of said corporation; that the seal affixed to said instrument is such corporate i seal; that it was so affixed by order of the Board of Directors of said corporation, and that he signed his name thereto by like order.. otary rublia ny •• �1 •� ' 7L SANITI T iLAT:)xn,JIL . G '' NOW PUDUC,SIA)of"ON VWA �D}otarial Seal r+o.ai•e�zyzao �• R U 0.1ille01n NOW YMk CON '+,�•• •"' CoaAnu.W�upirb March 30,YM 1 I Lm.6955 =250 z • q Q So U r �'<w o penav a0 JN Ix p 11 '0 it n z ;4,r0 B `"'CPa o z Il a 12 21=l0 In "� 7to T t�� N ! �'.In • Vr O ` •_ j The fore9oing lastroareat teen swdpaad tar nwd n foll«rs >fhe prop"elf cw by this inaauwont Is situate in tha TOWN OF Rn County of Westchoaterr K Y. A true copy of the original DMM record" DEC. 21, 1970 at 2803 PM EDWARD K VETRANO,County Clark. l 1 • I i i i 110� i . t t THIS INDENTURE,• made the day of JT ecak,,er, 1970 �. between PONINGOE LAND CO.j INC., a New York corporation with its principal offices at (no number) Anderson Hill Road, Port Chaster, New York, party of the first part, and THE + O BLIND BROOK CLUB, INC., a New York corporation with its Uprincipal offices at (no number) Anderson Hill Road, Port tj ca Chester, Now York, party of the second part, W ITI� FSSETH w c> i [ I THAT the party of the first part, in consideration j of One Dollar ($1.00), lawful money of the United States, and other good and valuable consideration paid by the party m of the second Bart, does hereby. grant and-release unto the �1 a party of t:ie second parr, its heirs Or 5M.0CQs8or3 and asslgr, + forever, ON Eff,. �A c T ALL those three certain plots, pieces or parcels o $ of land, Rituate partly in the Town of Rye, County of Westchester and :Mate of Now York, and partly in the Town 0 of Greenwich, County of Fairfield, State of Connecticut, and known and dar,ignated ar• lots Nos. 4, 7 and 8 on a certain m map entitled "Map o; RoXton Farm, belonging to the Blind ` brook Realty Company in tho Tovn3 of Rye, N.X. and Greenwich, it Conn." made by J. A. Kirby 3 Son, 'Civil Engineers and surveyors, Pert Chester, N.Y. dated June 1910, and filed in -t I Q the office of the Rezksber of the County of Westchester on ' f1 U June 25, 1914, us map No. 2065,whieh said lots taken together an one parcel are bounded and described as follows W B-60INNING at a point en the westerly side of Tang —Z Street, distant 441.67 feet southerly measured along the tit wesL�•rl side of Ling Street from the southerly end of a 1 curve with a radius Of '14.17 feet connecting the westerly `I aide of King street with' the southerly side of Anderson liii t ' •..............•.... ..... . ....................... REAL ESTATE STATE OF * y Y a TRANSFER AX NEW YORK * ' y' Dept of � * •' P• tJ •:,,.. Taxotloa o 2 t 0. •................................. ......•.r... ..........r .... 1 i I�IIII IIIII�IIII IIII IIIII�IIII IIII�IIIII IIIII III IIII _ . - . . *005870355* - uo 6.65 =232 Road, which point of beginning to also the southeasterly corner of plot No. 5 shown on said map; running thence xesterly along the aoutherly side of plot No. 5 as shown on said map, south 55° 04' 40" west 711.2 feet to a cement monument set in the easterly boundary line of plot No. 8 as shown on said map and marking the northwesterly corner of plot No. 4 as shown on said map; running thence northerly along the easterly side of plot No. 6 as shown on said map, north 370 35' 20" west 425.55 feet to a cedar stake set in the southerly line of Anderson H111 Road and marking the northeasterly corner of plot No. 8 as shown on said map, the southerly side of Anderson running thence westerly along Hill Road the following courses 55a westa316.8 feet; south 30" west 236.72 feet; •. 51° 29' west 149.3 feet; south 49° 51' west 40 feet; scuth i 530 07' west 226 feet; south 51° 41' west 103.68 foot to a cement monument set in the southerly side of Anderson Hill Road and marking the northwesterly corner of plot No. 3 and the northeasterly corner of plot No. 11 as shown on said map' running thence southerly along the westerly side of plot No. 8 as shown on said map and partly along the westerly aid of plot No. 7 as shown on said map, south 34° 55' 20" east and passing through a cement monument marking the south - weaterly corner of plot No. 8 as shown on said map, 875.26 feet to a cement monument marking the southeasterly corner of plot lio. 11 as.chown on sz.id map; thence running v.-cater ly along the northerly side of plot, No. 7 as shown on said map; south 550 04' 40" west 150 feet to the northeasterly corner 6 of plot No. 10 as shown on said map, running thence southora along the easterly side of plot Ilo. 10 as ahoorn on said mnn, south 34° 55' 20" cast 725 Geer and pass%not)Loadgat the amenq south- , monument set in the northerly lido tf !lo tn xeaterly corner of plot No. 7 and the southeasterly corner plot tic. 10 as shown on said map to the center line of Roxt0 Road as shown on Said map, running thence easterly along th center line of Ro-ton Road as shown on said map, north 55° i 04' 40" east 1100 feet to the point or intersection of the center line of Ruston Road with the prolongation southerly {I of the easterly line of plot No- 7 as shown on said map; running thence northerly along said prolongation of the easterly line of plot No. 7 as shown on said map and along the easterly line of plot No. 7 as shown on said map; Pansi► through a cement- monument set at the southeasterly corner o.. lot lio. 7 and the southwesterly corner of plot No. 2 as I shown on said map, 'north 2B° 21' l0" west 830.46 i'eet to th northeasterly corner of plot No. 7 as shown an ma and to the southeastcrly corner of plot P.u. 8 a_4 shown id map; running thence northerly part of the way along the easterly s16e of said plot No. 8 as shown on said map, port) ' 280 21' loll west 65.79 feet to a cement monument set In th'a said easterly line of said plot No. 8 and marking the southwest corner of said plot No. 4 and the nortlivester'ly corner of plot No. 3 as shown on said map runnlnT thence saidemap,along n�rtthtile 6l°s38l 5011 easte of Plot No. 4 571.23 feet to as on coment ' LwM5 w:33 ! monument set 'in the westerly side of King Street and marking the southeasterly corner of plot No. 4 and the northeasterly corner of plot No. 3 as shown on said map, running thence northerly along the westerly side of King Street the follow- ing bourses and distances; north 126 05' west 6.3 feet; nort 90 48' west 380.6 feet; north 140 46' west 52.83 feet to the point or place of beginning, containing 46.64 acres of land, 1 TOGETHER with all the right, title and interest t of the party of the first part of, in and to King ' Street and Anderson Hill Road, in front of and adjoining said premises, together with a right of ingress to and egrea from plots Nos. 4, 7 & 8 above described over the entire length and breadth of Roxton Road as shown on said map, I being the same premises conveyed by deed dated February 23, j 1970 from Harrison Avenue Realty Company, Inc. to Poningoe iLand Co., Inc. recorded in the office of the Clerk of the e County of Westchester in Liber 2106 of Deeds page 487. j PARCEL B 1 Tract 1.- ALL'that certain tract, piece or parcel ! of land with the buildin;s and improvements thereon erected, situate,lying and being in the Town of Rye, County of Westchester and State of New York, comprising two private roads and lots numbers 1, 2, 6, 9, 10, 11, 12, 13,' 1u, 15, 16, 17, 18 and 19 and a part of lot number 3 as shorn and designated on a certain map entitled, "Map of Roxton Farm \ belonging to the Blind Brook Realty Company, in the Towns ` of Rye, N.Y. and Greenwich, Conn." made by J.A. Kirby and Son, C. E's., June 1910 and filed in the office of the Register of Westchester County, June 25, 1914 as map number 2065, WbLeh said lots and a portion of a lot and said private roads whe . taken together are more particularly bounded and described f as follows: fl BEGINNING at a monument on the westerly side of King Street, at the southeasterly corner of the premises about to be described, adjoining land now or formerly of Richard Croker, Jr., thence running along said land now or formerly of Croker and part of the distance along a stone wall the following courses and :liurances: Routh 480 14' west M 290.6 feet; south 46 G 24 ' west 300 feet; south 460 44' wc3t' I!00 feet; south '460 07' west 126.8 feet; south 470 32' went 423.3 feet; south 480 16' west 160.1 feet; south 47 Ol' west 120 feet; south 500 14, west 48.1 feet; south 47° 126 west 207 feet; south 490 05, west 465.3 feet; south 480 19' west 350 feet; south 1170 47' west 184.7 feet; south 490 04' west 251.1 feet to a monument; thence running south 470 46, loll west 269.91 feet along land now or formerly of .Country Rldge Land, Inc. to land now or formerly of Irving Lehman; thence running along said land now or formerly of Irving Lehman and part of the distance along a stone wall 1 _3_ e I the followingg courses and distances: south 670 59' west 192 7 feet; south 680 241 weat 209.2 feet; south 67' 18' west 258 feet; south 71° 51' west 40 feet; south 88° O1' west 118.7 feet to the center line of Blind Brook; thence running along the center line of said -Blind Brook, the following I courses and distances: north 8° 501 east 166.2 feet; north 190 29' west 98.6 feet; north 10 32' east 182.6 feet; north 9° 341•east 192.9 feet; north 50 04' east 93 feet; north 38 47' east 60.5 feet; north 360 23' west 257,3 feet; north 239 06' west 59.1 feet; north 00 51' west 114.5 feet; north 74° 38' east 55.5 feet; north 890 35' east 57.3 feet; north 33° 141 east 142.7 feet; north 190 30' west 106.8 feet; south 890 121 west 73 feet to a point beyond the west bank of Blind Brook; thence running north 50 16' west 66 feet; port 130 08, east 164.34 feet; north 56° 341 east 56.1 feet to aI point in the westerly side of said Blind Brook; thence 1 crossing said brook on a course south 390 51' east 22.44 fegt to a point in the easterly side of said brook; thence runni g, north 38° 311 east 25.6 feet; thence continuing along the , easterly side of said Blind Brook the following courses and distances: north 9° 31' west 116.6 feet; north 290 07' west 14.3 feet; north 41 degrees 23' east 93.5 feet; north 130 2 ' R east 85.4 feet; north 22° 29' east 52 feet; north 13° 06, 9 east 62.1 feet; north 50 57' west 89.2 feet; north 130 240 ' west 246.6 feet to a point in Blind Brook; thence through said brook the following courses and distances: north 10 29 west 55.1 feet; north 71' OG' east 39 feet; north ?ec b2' east 36.5 feet; north 12° 46' east 115.1 feet; north 26° 51' weal 57.05 feet to the southerly side of Anderson Hill Road; thence running along the southerly side of Anderson Hill I• Roads the following courses and distances: north 39° 42' ealt 186.b feet; north 521 04' east 134.2 feet; north 500 57' east 84.1 feet; north 520 14' east 136.5 feet; north 51° 45' eas 263.8 feet; north 530 17' east 163 feet; north 520 481 east 200 feet; north 510 41' east 40.32 feet to a monument and the land of Poningoe Land Co., Inc. formerly of Harrison Avenue Realty Company; thence running along said land of the Poningoe Land Co., Inc., south 34° 55' 20" east 875.26 feet to a monument; thence continuing along said land south 550 04' 40" west 150 feet to a point; thence continuing along said land and along a post and wire fence south 3110 I 55' 20" east 700 feet to a monument; thence running north 55° 04' 40" east 1102.87 feet to a monument; thence running north 28° 21' 10" west a part of the distance along a post and wire fence, 871.08 feet to a monument; thence running ! north 610 38' 50" east along a post and wire fence ;+12.75 f feet to a point in the diviaing line between the States of How York and C4nnoJticut; thence runnirlr, south 240 41' east 1 along said dividing line 115.47 feet to its intersection with the westerly side of King Street; thence running along ' the westerly side of Xing Street the following courses and distances: south 10° 37' east 43.3 feet; south 15° 361 cast 136.2 feet; south 170 05' oast 77.3 feet; south 250 06' eas i , 198.4 feet; south 240 18' east Z75.45 foot; south 240 461 east 452.7 feet to the point or place of beginning. I f -4- i Tract 2.- ALL that certain tract, piece or parcel of land with the buildings and improvements thereon erected, situate, lying and being in the Town of Rye and being known and designated as a part of lot number 5 on a certain map entitled, ";lap of Roxton Farm belonging to the Blind Brook Realty Company in the Towns of Rye, N.Y. and Greenwich, Conn." made by J.A. Kirby and Son, C.E.'s, June 1910 and filed in the office of the Register of Westchester County 4 June 25, 1914 as map number 2065, being bounded and described as follows: i BEGINNING at the northeasterly corner of the premises about to be described at a point in the southerly side of Anderson Hill Road at the point of intersection of the dividing line between the States of ,New York and Connecticut; thence running south 2111 41' east along said dividing line between the States of New York and Connecticut 461,85 feet; thence running south 55° 04' 40" west 572.38 feet to a monument; thence running north 370 35' 20" west 425.55 feet to the southerly side of Anderson Hill Road; i thence running along the southerly side of Anderson Hill Road the following courses and distances: north 520 24' 30" east 150.28 feet; north 520 35' 30" east 416.05 feet; north 52° 45' 30"•east 101,11 feet to the point or place of beginning. Tracts 1 and 2 being the same premises conveyed by deed a dated February 23, 1916 from Blind Brook Realty Company to 1 Poningoe Land Co., Inc. recorded in the office of the Clerk tyt of the County of Westchester in Liber 2106 of Deeds page 490, , i and as a further part of PARCEL B Tract 1 is hereby granted and released, TOGETHER with all the right, title and interest of the party of the first part in and to that certain plot, Piece or parcel of land, with a dam and improvements thereon erected, formerly of M. Cache, situate, lying and being in ithe Town of Harrison, Westchester County, State of New York, more particularly bounded and described as follows; } The point of beginning is determined by the following courses and distances: Commencing at a point on the southerly side of Anderson Hill Road distant easterly along the same 241.00 feet from the corner formed by the intersection of the easterly aide of Lincoln Avenue w th i LKIMb5 ME2 36 � I � said southerly side of Anderson Hill Road, said point of fcommencement also being at the intersection between said 1 eoutherly side of Anderson Hill Road and the easterly line of land now or formerly of Purchase Wholesale Greenhouses Inc_ and running thence south 20 34' 10" east 629.20 feet o the southeasterly corner of said land now or formerly of Purchase Wholesale Greenhouses Inc., running thence along he southerly line of said land north 890 42' 00" west 197.00 feet to the easterly side of Lincoln Avenue, thence south 6" 33' 50". east along said easterly side of Lincoln Avenue 1539•01 feet thence southerly on a curve to the right aving a radius of 2566.00 feet and a central angle of 130 15' 06" an are di3tanc0 of 623.33 feet to the northerly line of land now or formerly of Ruth Uris, formerly of ary L. Parker, thence along said last mentioned land north 890 51, 18" east 1931.26 feet to the east bank of Blind (Brook, thence along said east ban'c north 10 44' 30" east 11198.60 feet, thence through said Blind Brook north 860 37' 30" west 20.08 feet to a point, thence north 5° 30' OV east 106.31 feet to the dam in said Blind Brook, BEGINNING and running thence north 50 30' 00" east ! hrough said dam 25.84 feet to the northerly side of said } am; running thence westerly along the northerly side of said dam the following three courses and distances: north 820 18' 20" west 12.57 feet; south 70 41, 40" west 7.00 feet; and north 820 18' 20" west 52.65 feet; running thence south 7* 41' 40" west 5.03 feet to a point; running thence south 610 41' 50" east 38.66 feet to a point; and running thence south 821 00' 00" east 30.02 feet to the point of beginning, TOGETHER with all right and interest of the party of the first part in and to the area that may be flooded along the bed of Blind Brook from time to time by the dam (such area and the water lying thereon being hereinafter i referred to as the "reservoir"), TOGETHER with all rights of the party of the first ) part to pump out or otherwise use the water ir_ the reservoir I for any purpose incident to the maintenance, operation and development of a golf course maintained on the land now of the party of the first part, TOGETHER with all right and interest or the party of the first part to enter upon the land now of Pepsico, Inc. and formerly of !d. Gache adjacent to the dam and reservoir as may be reasonably necessary for the party of the second part to maintain the dam and the reservoir, I SUBJECT to all the right and interest in the dam, the land lying thereunder and adjacent thereto, the reservoir and the land lying adjacent thereto of M. Cache and his successors in title to the land lying contiguous to the westerly line of the land hereby conveyed, LKR 6965 171Gf nT IT BEING AGREED that so long as the portion of the land hereby conveyed that 15 contiguous to the aslerlyi line of the land now of Pepsico, Inc. and formerly of 14.. Bache shall be used and operated as a golf course, any obligation for the maintenance and repair of the dam and. for the maintenance of normal water levels in the reservoi at all times other than at periods necessary for desalting or in emergencies such as floods, shall be discharged, at Its sole expense by the party of the second part, EXCEPTING and reserving from PARCEL B the following described lands and premises: All that plot or parcel of land with the buildin s and improvements thereon conveyed by Poningoe Land Co., In . + to Charles C. Smith by deed recorded in the office of the j Clerk of the County of Westchester in Liber 2404 of Deeds. page 151, t All that plot or parcel of land with the buildings t and improvements thereon conveyed by Poningoe Land Co., Inc. to Acre Plot Company, Inc. by deed dated December 28, 1922 recorded in the office of the Clerk of the County of Westchester in Liber 2407 of Deeds page 154, and All that certain plot, piece or parcel of land i conveyed by Poningoe Land Co., Inc. to Sophie C. Capel by deed dammed June 8, 1925 recordcd in the office of the Clerk of the County of Westchester in Liber 2581 of Deeds page 423, TOGETHER with the appurtenances and all the estat and rights of the party of the first part in and to said premises, - , To HAVE AND TO HOLD the premises herein granted unto the party of the second part, its heirs or successors i. and assigns forever. AND the party of the first part, in compliance with Section 13 of the Lien Law, covenants that the party of the first part will receive the consideration for this i conveyance and will hold the right to receive such consider tion as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same 4 ' • u�6955 rx��3$ � first to the payment of the cost of the improvement before using any part of the total of the same for any other 1 purpose. IN WITNESS WHEREOF, the. party of the first part has duly executed this deed the day and year first above written. PONINOOE LAND CO., INC. i e v.�, By on" ,um or r`*.e Vice-President i :AO;L�.; .Q (Corporate Seal] .� •'r a'•'�7YESI-l0: ATTEST: Wm. Ward Foshay, Secretary WITNESS: Pamela Clark I i i • II STATE OF NEW YORK ) I (COUNTY OF NEW YORK f { On the 3dday of December, 1970, before me t personally came MILTON 0. MUmFORD, to me known, who, being } by me duly sworn, did depose and say that he resides at ! No. 514 Hollow Tree Ridge Road, Darien, Connecticut; 4 that he is Vice-President of Poningoe Land Co., Inc., the corporation described in and Which executed the foregoing instrument; that he knows the seal of said corporation; that the seal affixed to said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said corporation, and that he signed his name thereto by like. order. i hI Q� � ,,{fLt DF�s4 }L0"36'rj'4?-'DSA3.7S. ;•� +y•s _ IIOiAAY IM}7U:•,.+a of 7ew Yak ` RY'•� Mo.d�•i�2''•3J { =v o. l Net$rlal 5ea17 ,hhllltlNl �"..••, . • " i r um69b5 =240 p00 • m3 � °' t✓ ,Ji, w a p n i QC,J RZa; t 2 'i Jl J N •i' W 0 Z i fi(olll ,i' < tD r Oo L o . ��iO4 B —CPa 0.0 z to v 12 Zl 70 ri si:tr'y cnR.... o R-W'P.Chg 1 Ll•,n J i7 Towua ce 63054 r' 3 0 Returned k _ Tb forevoing Instrument was endorsed far mcotd os follows; The pteperty of ictod ky this las*we"t is sitreio to TOWN OF RYE Coemy of Westchester,N.Y. A true copy of 16 original DEED « DEC. 21f 1970 at 2103 PM EDWARD N. VETRANO, County Clerk. Atilt51* 41%51 M2. 6T.r.u.p«mtoos.r.roaM-a"ea..,tsu.ow"tr _. wtim.Otwr'sAx,.twTniiW aCerpasdw. CONSULT YOUR LAWYSR RSRpgR SN7MN0 THIS NSTRUMMr-THiS 1H%T1tUMtM SHOULD US YStD RY LAWtr n OSLLY. THIS INDENTURE,made the 31st &y of play nineteen humired andeighty three BETWEEN THE BLIlfO BROOK CLUE, IKC., a Now York Corporation, having offices nt Anderson Hill Road, purchase, New York I� 4 y'arty of the first part,and OW11TEL, INC., a Delaware Corporation having offices at 90 Georgetown Road, Weston, Connecticut. 1%irty of the second hart, ! S?• ' WITNESSET .r 19,that the F.tny Of the first-part.in eonsidrration of TEN M''D 00/100--- -dollars, •iq lan'ful nttalt'y of the United Stwes,and other good and valuable consideration raid the!arty of the second fort,dues hereby grtit aryl release unto the party or the secumf part,tin heirs or sLvca.ors atui assigns of the party of the uvund part forever, jt:p ALL fiat certain plot,pipe or panel of land,wltlt the buildings atnl itopruventents thereon erected,situate, .e ICIIIg:nxl!.ring in the Village of Rye Brook, Town of Rye, County of E Westchester and State of New York, being more particularly bounded jp and described as follows: f BEGINNING at a point on the westerly side of King Street where the same is intersected by the northerly line of lands now or formerly of sakatar running thence along the northerly line of said lands south . 58 degrees 03' 20" west 325 feet to a point; running thence through lands now or formerly of The Blind Brook Club, Inc, and part of the way along the easterly line of a 15 foot wide Water Line Easement recorded in the Westchester County Clerk's Office, Division of Land Records in Liber 7796 cp 390, north 38 degrees 03' 30" west 1,108.82 feet to a point on the southerly side of Anderson Hill Roadr running thence along the same the following three (3) courses and distances: 1) north 52 degrees 24' 30" east 104.35 Eeetr 2) north 52 degrees 35' 30" east 416.05 feet; and 3) north 52 degrees 45' 30" east 108.57 feet to a point on the state line dividing the states of New York and Connecticut; running thence along said state line south 24 degrees 41' 00" east 980.48 feet to a point on the westerly side of King Street;•running thence along the same the following three (3) courses and distances: 1)"south 10 degrees 37' 00" east 43.30 feet; 2) south 15 degrees 36 00 east 136.20 feet; and 3) south 17 degrees 05' oil east 19.42 feet to the point or place of beginning. Together with a perpetual and permanent non-exclusive easement and right of way by the grantor to the grantee under, across and over certain property adjacent to that herein described and owned by the igrantor which is more particularly described. Said easement and ; right of way as conveyed and shall be used by the grantee for the sole purpose of installing, operating, maintaining, inspecting, repairing, replacing and relaying a sewer line to be used by the grantee and the grantor and their successors in title for the transmission and distribution of sewage. The grantor reserving the right to tie-in and to utilize the said sewage line without further notice to the grantee, The gr�anrp_? ag� that_yt,w1ll install a e-&X4pe>~tX-aE_tbe.grantor..as.-herein described- f'ti••vrdrt t"f4"I I hrn 7: .rq 116CF fJ5 iliC,I Q The design thereof, including but not limited to the sire, location and type of material to be used to be the sole discretion of the, grantee. The grantee agreeing to return and restore the ground and all landscaping including tree, shrubs, etc.to its original condition prior the fortheorepairnthere f.o'} Thishe said easementPwer shalline runand any with therlandions and shall be binding upon the parties hereto their grantees, successors and assigns in perpetuity. BEGINNING at a point on the southwesterly line of th premises described above, which point is distant the following two e a courses and distances from the westerly side of King Street: 1) South 58 degrees 03' 20" west 325 feet along the division line between the Premises described above and lands now or formerly of Sakata; and 2) North 38 degrees 03' 30" west 59 feet along the division line between the premises described above and other lands now or formerly of The Blind Brook Club, Inc. to the point of beginning of the easement about to be described; running thence through other lands of The Blind Brook Club, Inc., the following seven (7) courses and distances: 1) south 51 degrees 56' 30" west 148.08 feet) 2) south 17 degrees 43' 30" east 74,09 feet; 3) south 70 degrees 39' 10" east 57.95 feeti 4) south 05 degrees 06' 40" east 21.97 feet; 5) north 70 degrees 39' 10" west 77.00 feet; 6) north 17 degrees 43' 30" west 97.96 feet; and 71 north 51 degrees 56' 30" east 162.00 feet to the division line between the premises above and other lands now or formerly of The Blind Brook Club, Inc., running thence along said division line south 38 degrees 03' 30" east 20.00 feet to the point or place of beginning. Said premises are also known and designated on the tax assessment map of thn Town of Rye, Village of Rye Brook as part of Section I, Block 4, Lots 5, 6, 7A. r-NC ,f.t..�.r+'tR c4.:..r f•ar .�:..-r e.r�cr p7 r•w r..C•r..7i.✓ ` G•,' OTNC'K u.'is. d.vy Ears--r�rwf A*ey'47'r .'N .o w•(J Te Thwar rav o /'ia a ,C,w.T t o T• C,A e-e P d;;v Q ry 7 4, . S7"47 I-*I w T.. J r' r�tC /� 11Yub c�N rt a•.�NaI /Y..• • i i f 1 jWmEJT OA •( ETHGEQRU I with all right,title and interest,if ally,of tote party of the first part in and to any slrrets and roads ahutfing the alxwve described premises to the center fines thereof, E TOGETHER with the appurtr sauce;and all the estate and r(glits of the party of the first part litand to said premixs, TO HAVE AND TO HOLD the premises herein granted wuu the(arty of the sacund part, the heirs ur snccc,vtrs and Designs of the party of the second fart forever, b t AND the party of the first Part,in compliance vith Section 1 NNN tht•fast art rill receive 3 0(the Llgt Law,corenants that the party of P the considerafiott for this coneel•ancc and wM hold the right to rteeise such cuasid- eraq fix-Wax lic t to the payutent off the•n a>a trust fund to f applied first(or Utc purfinne of pteirtg the cvet of tile m e improvement and wi!l alq•ly tlx u t cost of the improvement before uehtg any part of the total ed the Dane fur h auv other ppurpose.1'In•unrd"party"shalt in ton,trtxd as if it read"pa"jea'nheuever the uux of Ihte indenture so rt+tuires. IN WITNESS WHEREOF,the pang of the first part has duly exrctttcsl 31-me this Dent the d;y and war first wri:;cot. NI:: rar:;t wr ur; C THE BLI'M BROOK CLUB BY, , `,f RECEIVED REAL ESTATE MAY 3 1 033 TRAN5F:11 TAX WESKfIESTER COUNTY r STATI OR MW VOW.COUMy O► STAT!Or tteNr v0 r, r +�R On the eronally c I M cotn�trY O►LIS 6.35 WE_I pune�y of IS sw!,afore me On the day of I9 } personally came .before me to me known to be the irnlls•idual described in and'Who to me known to be the individutal described in and who S executed the i07cgomg instrument,and acknowledged that executed tie for oln executed the sane e6 g instrument and acknowledged that executed the same. N ' t i i• 1 , } .t C STA7Y Of NFW YORK,COUNTY OF {iha[c hen tCC ay S7ATE OF NeW YOAK,COUNTY Off } r4 1(t On the 71s[day of May 1983 ,lxfore nit, On the day of 19 to me k tv e:ne LEWIS A. IAI'fL1N ,before file I to me kr.�;wn,w•hr.,ht•i;,g br me dui.•sworn,did depart•and the m L,c clme rib ng witness to the foregoing instrument, with 1 say that he resides at No,170 John Street, Crecn%-jch, Connecticut w•h,m f am herscn»!ly anluainted,who,being by me duly t that he is the Prealdunt sworn,did depox and say that he resides at I`o. Of Tha 511rid Brook Club, Inc. that he knows ; tilt-cor;xlra0nn described inn mid which executed the foregoing in,trument;[hat he 1 knows the;cal of said eorpsrpriun; tint the sml affixed described in and it executed the fore indi,ddual hr mid Instrument is such corpnrxtc Brat; tltirt it was so that Eu, said suh.scribimg tvitnas, was prigtir and saw aEiixcd by order of the NWd of directors of said corpora I g rig ingtrurfc•,t; lion,aril that he signed h iauaae thereto by like order. at the same tine St.,bArit de Ifandname as w,trciss wituess theretw S 1lat WAMINtI TAVLr)R One4ced m 1',.9�j�C�rlt p � term fz;,uez March �Y • i Part Of Wargaftt anb 64te 31teb srcrton 1 WITH.K-T Co1'.NANT AvA,\ST CR,ANTOR'$,{Cr'S 1 T.,iE No. W.K4.Lot 4 s, 6, 7A.(PI.) THE BLIND BROOK CLUB, INC. CIANTY OR Tow;vof Rye V111480 of Rye Brook TO FIRtiT AMERICAH TITLE INSURANCE W0,11TELf INC. COMPAI:Y•JP NEW YOFK ONE Non rH OROADWAY•COX,632 ,►,.* V1HITE PLAINS,tt•I 10601 I John B. Kirkpatrick, Esq. 1 • ( 402 !lain Street ' I,�; F!iiST 4t.4Eftf<: TITLE INb!fRANCF_ I Armonk, Yen York 10504 t' 14—Arty Or NEW ONE lNOp?tI E:ROAD:7AY•BOX 632 I WHITE PLAw%Nl• zip Na o „�, Qr"-, •It�11� t J'tt \� The k etaiv mThcm!nt xa:esderstd to!►tad it o Fri 1 1 �I f. iha prsy rrtY allecl d iH(bi.k Src nett h Si;gate fn 00 'U OF .:Y3 Corny of W, -Wt enter'4.Y.r VO C:ry ct!Sa er!fldgl - t y • ree:rded 11 lo:V.-I •.<lsrd %;:i•;t .! tW CP9efY etRrArf 0ttwe of 31, 1983 2:01prCi cf 4.41 7835 ?126 ?04 td Ccedfi z ! 3 49.ro S,[Tf Lt J y!3:ES!£I?i }Yltness ay haw am Oflx ac Sect A40U /r s Ms" 1,4W • ca+rdY GiFI� Blind Brook Club 250' Radius List Parcel Number Property Owner Name Co-Owner Name Owner Address Owner City Zip Address State 129.26-1-46 975 Arrowwood Anderson Hill Rd Rye Brook NY 10573 Anderson Hill Rd 129.34-1-33 1 Doral Constance Lewin 1 Doral Greens Dr W Rye Brook NY 10573 Greens Dr W 129.34-1-37 1 Alfred Ct Joan Paley Hecker Qualified Personal 1 Alfred Ct Rye Brook NY 10573 Residence 129.34-1-38 4 Pine Tree Theodore Berger Ellen Berger 2778 S Ocean Blvd Palm Beach FL 33480 Dr Apt 104 S 129.34-1-39 3 Pine Tree Richard Celiberti Marion Celiberti 10073 Orchid Ridge Bonita FL 34135 Dr Ln Spring 129.34-1-40 2 Pine Tree Robert Baldoni 2 Pine Tree Dr Rye Brook NY 10573 Dr 129.34-1-41 1 Pine Tree Gerald Kligman Jeannie Kligman 130 Sunrise Ave Apt Palm Beach FL 33480 Dr 610 129.34-1-42 975 KSB-Arrowwood Seagate Realty LLC 975 Anderson Hill Rd Rye Brook NY 10573 Anderson Hill Rd 129.34-1-43 975 Doral Conference Seagate Realty LLC 975 Anderson Hill Rd Rye Brook NY 10573 Anderson Center Assoc Hill Rd 129.35-1-13.1 700 United Water SUEZ c/o Altus PO Box 71970 Phoenix AZ 85050 Anderson Westchester Group US Inc Hill Rd 129.35-1-14.1 1 David Ln Jacqueline Valouch 1 David Ln Rye Brook NY 10573 129.35-1-14.10 10 David Ln Yavin Muller Yuejuan Weng 10 David Ln Rye Brook NY 10573 129.35-1-14.11 11 David Ln Michael Pigassou Joanne Pigassou 11 David Ln Rye Brook NY 10573 129.35-1-14.12 12 David Ln Andre Branch Roisin Branch 12 David Ln Rye Brook NY 10573 129.35-1-14.13 13 Carol Ct William M. Rees 13 Carol Ct Rye Brook NY 10573 129.35-1-14.14 14 Carol Ct Barry L. Schaen Laurie A. Schaen 14 Carol Ct Rye Brook NY 10573 129.35-1-14.15 15 Carol Ct Robert E. DeMatteo Therese M. DeMatteo 15 Carol Ct Rye Brook NY 10573 129.35-1-14.16 16 Carol Ct Lawrence M. Sara P. Handelsman 16 Carol Ct Rye Brook NY 10573 Handelsman 129.35-1-14.17 17 Carol Ct Francis McKenna Erin McKenna 17 Carol Ct Rye Brook NY 10573 129.35-1-14.18 18 Carol Ct Antonio Angelo 18 Carol Ct Rye Brook NY 10573 129.35-1-14.19 19 Carol Ct George J. Walsh III Evelyn M. Walsh 19 Carol Ct Rye Brook NY 10573 129.35-1-14.20 20 Carol Ct Stephen P. Bailey Kathleen A Bailey 20 Careol Ct Rye Brook NY 10573 129.35-1-14.21 21 Carol Ct Joseph Armentano 21 Carol Ct Rye Brook NY 10573 129.35-1-14.22 22 Carol Ct Samuel B. Lewis Sheila L. Lewis 22 Carol Ct Rye Brook NY 10573 129.35-1-14.23 23 Carol Ct Robert Napack Rosalind Napack 23 Carol Ct Rye Brook NY 10573 129.35-1-14.24 24 Carol Ct Isiah L. Thomas Lynn Thomas 24 Carol Ct Rye Brook NY 10573 129.35-1-14.25 25 Carol Ct Nancy Paton Leland Paton 25 Carol Ct Rye Brook NY 10573 129.35-1-14.26 26 Carol Ct Thomas Ciminello 26 Carol Ct Rye Brook NY 10573 129.35-1-14.27 27 Carol Ct Stuart L. Sindell Marcia C. Sindell 27 Carol Ct Rye Brook NY 10573 129.35-1-14.28 28 Carol Ct DB Realty Holdings, Dorothy J. Bahna PO Box 158 Kelly WY 83011 LLC 129.35-1-14.29 29 Carol Ct Trust Indenture of 29 Carol Ct Rye Brook NY 10573 Joseph Abbe Enclave HOA 129.35-1-14.30 30 Carol Ct John F. Mugno Karen A. Coombs 30 Carol Ct Rye Brook NY 10573 129.41-1-2 Anderson State of New York 4 Burnett Blvd Poughkeeps NY 12603 Hill Rd ie 129.43-1-1 1000 King Steven Steinberg Rhoda Steinberg 1000 King St Rye Brook NY 10573 St 129;4.3-1-2 1002 King John D. Schueller Nikki Schueller 1002 King St Rye Brook NY 10573 St 129.43-1-3 1004 King Hirotsugu Sakata Teruko Sakata 1004 King St Rye Brook NY 10573 St 129.43-1-9 996 King St Michael Segal Debra Segal 996 King St Rye Brook NY 10573 129.51-1-1 51 Country Sara Wolf Andrew Wolf 51 Country Ridge Dr Rye Brook NY 10573 Ridge Dr 129.51-1-10 22 Country Robert Infantino Rosemary Infantino 22 Country Ridge Dr Rye Brook NY 10573 Ridge Dr 129.51-1-11 24 Country Arnold Handwerger 24 Country Ridge Dr Rye Brook NY 10573 Ridge Dr 129.51-1-12 28 Country Ayelet Golan Yuval Golan 28 Country Ridge Dr Rye Brook NY 10573 Ridge Dr 129.51-1-2 49 Country Anthony II Tiso Janice Tiso 49 Country Ridge Dr Rye Brook NY 10573 Ridge Dr 129.51-1-3 47 Country Paul Sergio Wendy Sergio 47 Country Ridge Dr Rye Brook NY 10573 Ridge Dr 129.51-1-4 45 Country Steven Greg Bedell Jennifer A. Bedell 45 Country Ridge Dr Rye Brook NY 10573 Ridge Dr 129.51-1-5 43 Country Paul S. Rosenberg Deborah F. Crystal- 43 Country Ridge Dr Rye Brook NY 10573 Ridge Dr Rosenberg 129.51-1-6 41 Country Jeffrey H. Wallace 41 Country Ridge Dr Rye Brook NY 10573 Ridge Dr 129.51-1-7 39 Country Jonathan Austrian Shari Austrian 39 Country Ridge Dr Rye Brook NY 10573 Ridge Dr 129.51-1-8 37 Country Jordana A. Skurnick Evans S. Langhaus 37 Country Ridge Dr Rye Brook NY 10573 Ridge Dr 129.51-1-9.1 998 King St Jason A. Cohen Dina J. Cohen 998 King St Rye Brook NY 10573 129.52-1-25 992 King St Robert Leshman Kim Leshman 992 King St Rye Brook NY 10573 129.52-1-26 994 King St Wilma Marilyn Bartlett Johnathan Barlett 994 King St Rye Brook NY 10573 129.52-1-4 18 Country Auerbach L. J. 18 Country Ridge Dr Rye Brook NY 10573 Ridge Dr Gusmano 129.52-1-5 20 Country Joseph Phillip Reiss Rebecca Lee Reiss 20 Country Ridge Dr Rye Brook NY 10573 Ridge Dr 129.52-1-6 35 Country Lawrence Kaufman Stace Kaufman 35 Country Ridge Dr Rye Brook NY 10573 Ridge Dr 129.52-1-7 33 Country John M. Umbro Noelle A. Umbro 33 Country Ridge Dr Rye Brook NY 10573 Ridge Dr 129.52-1-8 31 Country Barbara Lopes 31 Country Ridge Dr N Rye Brook NY 10573 Ridge Dr 129.59-1-1 89 Country Thomas Mariam Alyce Appleman 89 Country Ridge Dr Rye Brook NY 10573 Ridge Dr Mariam 129.59-1-10 55 Country Jonathan Luke Grant Strasser Grant 55 Country Ridge Dr Rye Brook NY 10573 Ridge Dr Revocable Trust Revocable Trust 129.59-1-11 53 Country Claudia Fern Brian Fern 53 Country Ridge Dr Rye Brook NY 10573 Ridge Dr 129.59-1-12 32 Country Kenneth Bailie Frances Bailie 32 Country Ridge Dr Rye Brook NY 10573 Ridge Dr 129.59-1-13 36 Country Wendy Heimann 36 Country Ridge Dr Rye Brook NY 10573 Ridge Dr 129.59-1-14 40 Country Louise S. Geist Louise Geist 40 Country Ridge Dr Rye Brook NY 10573 Ridge Dr Irrevocable Trust 129.59-1-15 44 Country Stuart Wechsler Stacey Wechsler 44 Country Ridge Dr Rye Brook NY 10573 Ridge Dr 129.59-1-16 48 Country Daniel F. Triglia 48 Country Ridge Dr Rye Brook NY 10573 Ridge Dr 129.59-1-17 52 Country Michael A. Heller Alyssa B. Heller 52 Country Ridge Dr Rye Brook NY 10573 Ridge Dr 129.59-1-18' 56 Country Michael Hecht Lisa Hecht 56 Country Ridge Dr Rye Brook NY 10573 Ridge Dr 129.59-1-19 64 Country Margaret L. Pinsker 64 Country Ridge Dr Rye Brook NY 10573 Ridge Dr 129.59-1-2 85 Country Jeffrey A. Gold Hayley F. Gold 85 Country Ridge Dr Rye Brook NY 10573 Ridge Dr 129.59-1-20 68 Country Luciana Toller Rodrigo Areas Toller 68 Country Ridge Dr Rye Brook NY 10573 Ridge Dr 129.59-1-21 72 Country Frank P. Paterno Mary Elizabeth 72 Country Ridge Dr Rye Brook NY 10573 Ridge Dr _ Paterno 129.59-1-22 76 Country Mark Levine Alysa Levine 76 Country Ridge Dr Rye Brook NY 10573 Ridge Dr 129.59-1-23 80 Country Joel L. Hecker Lorain T. Hecker 80 Country Ridge Dr Rye Brook NY 10573 Ridge Dr 129.59-1-3 81 Country William Kratenstein Judith Kratenstein 81 Country Ridge Dr Rye Brook NY 10573 Ridge Dr 129.59-1-4 77 Country Jeffrey Gabel 77 Country Ridge Dr Rye Brook NY 10573 Ridge Dr 129.59-1-5 73 Country Manfred Schoen Amy Schoen 73 Country Ridge Dr Rye Brook NY 10573 Ridge Dr 129.59-1-6 69 Country Josph Askinasi Joyce Askinasi 69 Country Ridge Dr Rye Brook NY 10573 Ridge Dr 129.59-1-7 61 Country Maurice R. Poplausky Hanna Paplausky 61 Country Ridge Dr Rye Brook NY 10573 Ridge Dr 129.59-1-8 59 Country David Low Amy Low 59 Country Ridge Dr Rye Brook NY 10573 Ridge Dr 129.59-1-9 57 Country Mary Simons Harry Simons 57 Country Ridge Dr Rye Brook NY 10573 Ridge Dr 129.66-1-1 133 Gary A. Saunders Adele Saunders 133 Country Ridge Dr Rye Brook NY 10573 Country Ridge Dr 129.66-1-10 112 Joseph Sandarciero Stephanie 112 Country Ridge Dr Rye Brook NY 10573 Country III Sandarciero Ridge Dr 129.66-1-11 116 Gary Jacobs Cynthia Jacobs 116 Country Ridge Dr Rye Brook NY 10573 Country Ridge Dr 129.66-1-12 120 Rhoda Shapiro 120 Country Ridge Dr Rye Brook NY 10573 Country Ridge Dr 129.66-1-13 124 Jill Brookman Peter Brookman 124 Country Ridge Dr Rye Brook NY 10573 Country Ridge Dr 129.66-1-14 128 Bruce De Paola Felicia De Paola 128 Country Ridge Dr Rye Brook NY 10573 Country Ridge Dr 129.66-1-2 129 Jason Greenberg Melissa Greenberg 129 Country Ridge Dr Rye Brook NY 10573 Country Ridge Dr 129.66-1-3 125 George Poulos 125 Country Ridge Dr Rye Brook NY 10573 Country Ridge Dr 129.66-1-4 121 Stephen Novick Stephan Novick 121 Country Ridge Dr Rye Brook NY 10573 Country Ridge Dr 129.66-1-5 117 Mark Waldman Resa Waldman 117 Country Ridge Dr Rye Brook NY 10573 Country Ridge Dr 129.66-1-6 111 Wendi A. Cassuto David Cassuto 111 Country Ridge Dr Rye Brook NY 10573 Country Ridge Dr 29,66-1-7 T 109 Marcello Marcoccia Janet Marcoccia 109 Country Ridge Dr Rye Brook NY 10573 Country Ridge Dr 29.66-1-8 105 Dana Bitton 105 Country Ridge Dr Rye Brook NY 10573 Country Ridge Dr 29.66-1-9 101 Peter Alter Lauren Alter 101 Country Ridge Dr Rye Brook NY 10573 Country Ridge Dr '29.67-1-10 97 Country David Wohl Jennifer Wohl 97 Country Ridge Dr Rye Brook NY 10573 Ridge Dr 129.67-1-11 93 Country Ronald Freundlich Char Freundlich 93 Country Ridge Dr Rye Brook NY 10573 Ridge Dr 29.67-1-12 84 Country Philip Schiller Nancy Schiller 84 Country Ridge Dr Rye Brook NY 10573 Ridge Dr 129.67-1-13 88 Country Leonard Blum Goldsmith Blum 88 Country Ridge Dr Rye Brook NY 10573 Ridge Dr 29.67-1-14 92 Country Michael Bachmann Sarin Bachmann 92 Country Ridge Dr Rye Brook NY 10573 Ridge Dr 29.67-1-7 100 Lisa J. Vanefsky 100 Country Ridge Dr Rye Brook NY 10573 Country Ridge Dr 29.67-1-8 104 Daniel C. Savitt Shari Markowitz-Savitt 104 Country Ridge Dr Rye Brook NY 10573 Country Ridge Dr 129.67-1-9 108 Robyn Dogus Sitki M. Dogus 108 Country Ridge Dr Rye Brook NY 10573 Country Ridge Dr 129.74-1-50 54 Rocking Ayesha Nagra Kevin R. Bhuva 54 Rocking Horse Trl Rye Brook NY 10573 Horse Trl 129.74-1-6 153 Michael Barnett Denise Barnett 153 Country Ridge Dr Rye Brook NY 10573 Country Ridge Dr 129.74-1-7 149 Jeffrey Goldstein 149 Country Ridge Dr Rye Brook NY 10573 Country Ridge Dr 129.74-1-8 145 Henry Hyatt Karen Hyatt 145 Country Ridge Dr Rye Brook NY 10573 Country Ridge Dr 29.74-1-9 141 Richard Fries Robin Fries 141 Country Ridge Dr Rye Brook NY 10573 Country Ridge Dr 445 Hamilton Avenue,14th Floor C U D DY White Plains,New York 10601 T 914 7611300 +FEDER F 914 7615372 LLP cuddyfeder.com Anthony B. Gioffre III agioffre@cuddyfeder.com March 5, 2020 VIA HAND DELIVERY Mayor Paul S. Rosenberg G �. and Members of the Board of Trustees Village of Rye Brook L;_ , 938 King Street MAR - 5 2020 � Rye Brook, NY 10573 VILLAGE OF RYE B-R--OOK Bl.11l_D!;ti;G DEPARTMENT - Premises:The Blind Brook Club Premises: 98o Anderson Hill Road,Village of Rye Brook, NY Dear Mayor Rosenberg and Members of the Board of Trustees: This letter and enclosed materials are respectfully submitted on behalf of Blind Brook Club, Inc. (the"Club"or the"Applicant")in furtherance of its proposed repairs, renovations and restoration improvements to portions of the property located in the Village of Rye Brook, New York (the "Premises") and in response to the February 7, 2020 memorandum prepared by the Village's planning consultant, Frederick P. Clark Associates (the "FPC Memo") and the February 12, 2020 memorandum prepared by the Village's engineering consultant, Dolph Rotfeld Engineering (the "Dolph Rotfeld Memo"). In response to the FPC Memo, kindly note the following: Comment 1.SEQRA and Full Environmental Assessment Form(EAF). The Board of Trustees has authorized the circulation of their intent to serve as Lead Agency. Response 1. Comment noted. Scenic Road Overlay District(SROD). The property is located within the Anderson Hill Road SROD, which includes special regulations to help protect the scenic qualities of Anderson Hill Road including a 35 foot vegetative buffer along the street frontage. The Applicant has confirmed that there will be no tree removal within the buffer. The installation of piping will occur within the buffer. The Applicant has noted that generally the installation trenches will be opened and closed within the same day, the sod will be put back in place, and post development contours will be consistent with predevelopment contours. Response 2. Comment noted. Comment 3. Tree Preservation and Removal. The Applicant has provided a tree inventory of the proposed trees to be removed on the property regulated by WESTCHESTER I NEW YORK CITY I HUDSON VALLEY I CONNECTICUT 4390649.v 1 OCUDDY +FEDER 3i5/2020 LLP Paagege 2 2 Chapter 235, Trees, of the Village Code. The inventory notes that 68 trees ranging in DBH from so inches to 24 inches would be removed, 44 trees ranging in DBH from 25 inches to 36 inches would be removed, 7 trees 37 inches to 48 inches would be removed, and 3 trees 49 inches or greater would be removed. As discussed at the January 9, 2020 Planning Board meeting, the Applicant will not be replacing all of the trees in accordance with the replanting requirements of Chapter 235. In accordance with Section 235. When restoration is determined by the Planning Board to be impractical due to lack of proper planting space, a restoration fee may be imposed with funds deposited into the Village's Street Tree Fund. The Applicant should provide a calculation of the total number of replacement trees required and provide the number of replacement trees that will be planted. Response 3. Pursuant to the planting plan ("Planting Plan") prepared by golf course superintendent Michael J. Ford attached hereto as Exhibit A, the Club is proposing to replant approximately 148 trees on the Premises. In accordance with Section 235-18A(i) of the Village Code regarding tree restoration, a total of 189 new trees would be required to be replanted based upon the diameter and number of trees the Club is proposing to remove. As such, a difference of 41 trees exists (189 required - 148 proposed). It is therefore respectfully requested that a restoration fee be determined for the 41 trees whereby such funds will be deposited into the Village's Street Tree Fund. Landscape Plan.As discussed at the January 9,2020 Planning Board meeting, the Planning Board would accept an aerial photograph of the site with the areas of replanting note. The replanting plan has been provided by the Applicant. However, the plan does not note the size or species of the plantings proposed. The plans should be revised to provide this information. Response 4. Please see the Planting Plan, prepared by golf course superintendent Michael J. Ford attached hereto as Exhibit A, which lists the species and quantity of each tree to be replanted as well as the approximate location on the Premises that the replanting will occur. Kindly note that after consultation with the Village Engineer, the Club will be purchasing trees for replanting at a variety of different sizes in order to stagger their growth patterns thereby resulting in more favorable aesthetic and ecological conditions at the Premises. Comment 5. Wetlands and Wetland Buffers. a. The Applicant notes that the wetlands that were visually delineated in October 2019 are Village-regulated wetlands and acknowledges that no on- site evaluation for hydric soils has been conducted since these wet areas are part of the existing fairways.A functional analysis of the areas identified as Village-regulated wetlands should be provided to assess potential mitigation that may be needed. The wetland assessment should also include the impact of the proposed hydrologic alterations to the Village-regulated wetlands and watercourses including increases or decreases of discharge. WESTCHESTER I NEW YORK CITY I HUDSON VALLEY I CONNECTICUT 4390649.v I OCUDDY +FEDER 3/5/2020 Page age3 3 LLP b. The unnamed tributary to the Blind Brook appears to have severe erosion. The Board may consider revegetation that will stabilize the stream bank as mitigationfor wetland buffer impacts that will occur as part of the proposal. c. By installing the drainage system, the Applicant is proposing to discharge this water to the Blind Brook. We defer to the Village Engineer concerning the impact of the altered drainage to the Blind Brook and Little Blind Brook. d. The Applicant proposes to capture groundwater for irrigation which will require a permit from the NYSDEC. The Applicant should provide any correspondence with the NYSDEC regarding the groundwater withdrawal for the Planning Board's review. Response 5. A functional assessment of wetlands and watercourses has been provided by Evans Associates Environmental Consulting, Inc. and is attached hereto as Exhibit B. oA iIn response to the Dolph Rotfeld Memo, kindly note the following: Comment 1. The new pump house is shown in a slightly different location on the WSP plan as compared to the Rogers McCagg plan. The site plans must be consistent. Response 1. The location of the proposed new pump house is shown in the revised Site Plan (Drawings No. 5 and 12)included as Exhibit C. This location is consistent with the Rogers McCagg plan. Comment 2. Calculations must be provided for the sizing of the infiltration system that is proposed for the new pump house. In addition, the following must be satisfied: a. Percolation tests must be performed to support the proposed use of a drywell. The tests must be done in conformance with "Stormwater Management, Westchester County,NY,Best Management Practices Manual Series", or other accepted method. Notification must be made to the Village Building Department or this office for inspection. Test logs must be submitted for review demonstrating conformance with methodology used (24-hour soak, uniform percolation rates, proper depth). The locations of the percolation tests must be shown on the plan. Per Westchester County BMP,percolation tests must be performed at a depth of 6"below the bottom of each proposed infiltration practice. Percolation tests must be performed even if no percolation volume is considered. WESTCHESTER I NEW YORK CITY I HUDSON VALLEY I CONNECTICUT 4390649.v l OCUDDY +FEDER 3/5/2020 Page age4 4 LLP b. Wherever infiltration practices are proposed test pits must be performed to confirm soil type and to determine the elevation of ledge rock and groundwater conditions (minimum 2 feet below infiltration practices). Test pit locations must be shown on the plan. If the minimum 2-foot separation is not possible, alternative methods to infiltration must be considered. Notification must be made to the Village Building Department or this office for inspection. Response 2. Stormwater runoff from the roof of the proposed new pump house will be conveyed through roof gutters and downspouts to a drywell infiltration system. The infiltration system design and construction will be in conformance with the"Stormwater Management, Westchester County, NY, Best Management Practices Manual Series," including all required test pits, percolation tests and notification to the Village Building Department. It is respectfully requested that the required testing, inspection and design be made a condition of the permit approval. Comment 3.It is still not clear on the revised plans where the sediment and erosion control practices depicted in the details (Sheets 16 and 17 of 17) are proposed such as silt fence, rock dam, sump pit, compost filter sock and drainage structure inlet protection.A separate sediment and erosion control plan should be provided. Response 3. The locations for sediment and erosion control practices are shown in the revised Site Plan (Drawings No. 5 through 14) included as Exhibit C. The sediment and erosion control plan is also shown in the revised Site Plan (Drawing No. 18) included as Exhibit C. Drainage structure outlet protection will be installed at all drainage trunk line outlets as indicated on the revised Site Plan (Drawing No. 5) and accompanying Detail No. 8 (Drawing No. 17) included as Exhibit C. The exact locations for proposed rock dams, sump pits and filter bags associated with potential water diversion to facilitate repairs and maintenance in Little Blind Brook are not known, so are not shown on the revised Site Plan included as Exhibit C. Work within Little Blind Brook will be completed, to the extent possible, during seasonal dry conditions such that water diversion practices may not be required. Therefore, it is not possible at this time to predict the location where these control practices will be utilized, if necessary. Composite filter socks will be utilized on an as-needed basis to mitigate impacts of sediment turbidity in stormwater flow at drainage structure inlets and disturbed areas, as shown in the revised Site Plan (Drawing No. 16 — Detail No. 5) included as Exhibit C. It is not possible at this time to anticipate the exact location where composite filter socks will be utilized, if necessary. Comment 4. The Stormwater Pollution Prevention Plan (SWPPP) indicates that accumulated sediments will be removed from the stream and repairs will be made to the stream banks to prevent erosion. Details must be provided for this work WESTCHESTER I NEW YORK CITY I HUDSON VALLEY I CONNECTICUT 4390649.v 1 FICUDDY +FEDER 3/5Page5 LLP including a more specific description of the repairs that are proposed to the stream banks. Response 4. The revised SWPPP(Section 2.2.4)included as Exhibit D,provides additional details for maintenance and repair activities in Little Blind Brook and a more specific description of the repairs that are proposed to the stream banks.Accumulated sediments within certain reaches of the stream channel that are determined to be contributing to bank erosion,flooding and channel migration will be removed; total removal estimated to be less than 6o cubic yards. Sediment removal will be conducted by manual and/or mechanical means, using hand shovels and/or backhoe equipment positioned outside the watercourse. Excavation will be limited to accumulated sediments only and will not extend below the natural stream bottom.Undercut areas of the banks will be pulled back to provide at least a 3:1 stable slope that will be planted with appropriate vegetation to provide anchoring of the soil. Reshaping of stream channel banks will be conducted by manual and/or mechanical means, using hand shovels and/or backhoe equipment positioned outside the watercourse. Where eroded soils have accumulated in the channel,that soil will be utilized to restore the banks,used elsewhere on site or transported to the Existing On-Site Material Disposal Area. Large boulders may be placed downstream of culverts and along the banks to deflect flows to the center of the channel. Stream channel maintenance activities will be conducted during seasonal dry periods when stream flow is minimal. Comment 5. The S"PP indicates that flow will be diverted in the Little Blind Brook in order to facilitate the work that is proposed within the stream. The method of flow diversion must be provided in more detail including, but not limited to, details for the temporary splash pad, sizing of practices and how the stream will be protected from turbidity. Response 5. The revised SWPPP (Section 2.2.4) included as Exhibit D, includes details for the method and sizing of flow diversion, if necessary, to facilitate maintenance and repairs in Little Blind Brook. Utilization of a filter bag as depicted in the revised Site Plan(Drawing No. 17—Detail 1o) included in Exhibit C will protect the stream from turbidity and negate the need for a temporary splash pad. However, if a temporary splash pad is needed it will be installed in a similar manner as the rock outlet protection depicted in the revised Site Plan (Drawing No. 17— Detail 8) included as Exhibit C. If water diversion is necessary, the following erosion and sediment control measures will be implemented: 1. Installation of temporary stone check dams(see revised Site Plan Drawing No. 17—Detain No. 11)to isolate and prevent stream flow from entering the work area during maintenance activities. 2. Installation of a temporary dewatering sump(see revised Site Plan Drawing No. 17—Detail No. 12) upstream of the check dams to divert stream flow around the work area. Appropriately sized submersible or sump pump(s) with an individual or combined capacity of approximately 25-percent higher than the stream flow rate will be installed in WESTCHESTER I NEW YORK CITY I HUDSON VALLEY I CONNECTICUT 4390649.v 1 OCUDDY /2020 +F E D E R 3/5Page 7 Page� LLP Comment S. Section 4.2.1. of the SWPPP indicates that "no re-grading of existing topography will be requiredfor this project". This statement must be clarified with respect to the placement of material that is excavated from the Little Blind Brook. Response 8. The revised SWPPP(Section 4.2.1) included as Exhibit D, clarifies that re-grading of existing topography will not be required for the proposed project, except as may be necessary within the Existing On-Site Material Disposal Area, for disposal of excavated material. The Existing On-Site Material Disposal Area is shown in the revised Site Plan (Drawing No. 5 and 7) included as Exhibit C. Comment 9. This office has been made aware of an existing culvert through which the Little Blind Brook flows. The culvert is located approximately 600 feet upstream of where the Little Blind Brook meets the Blind Brook. Though the Little Blind Brook is shown upstream and downstream of the culvert, the culvert is located off the subject property and does not appear on the plans. This office has also been made aware by the Village that the culvert overtops during certain storm events. It is unclear how piping stormwater that currently flows overland to the Little Blind Brook or that is currently retained on the golf course in poorly drained ponding areas will affect the performance of this culvert. There is still concern that the time of concentration might change with the installation of underdrains in the place of what the SWPPP refers to as "saturated soil and standing water". Response 9. The SWPPP (Section 2.1 and Section 2.2.1) included as Exhibit D has been revised to clarify the conditions requiring the proposed drainage improvements. Several areas of the golf course are poorly drained, resulting in seasonally soggy soils which render golf course operations (mowing, etc.) difficult. The purpose is of this project task is to improve the drainage at these locations by installing below grade, perforated, high density polyethylene (HDPE) piping to convey groundwater and surface infiltration away from these areas. The SWPPP (new Section 4.2.5) included as Exhibit D has been revised to clarify the anticipated impact of the proposed underdrains on stream flow. A detailed analysis of the effect of the proposed underdrain system on the time of concentration for surface runoff from the site is not practical with conventional stormwater modeling techniques. That said, it should be noted that rainfall on the existing saturated areas of the site has no chance to infiltrate, and therefore is immediately converted to runoff which reaches the Blind Brook and Little Blind Brook within minutes. Installation of the underdrains is designed to reduce the saturation of the soils in these areas,therefore allowing the soils to absorb some of the rainfall. During runoff generating rainfall events, more of the rainfall will have a chance to infiltrate resulting in lower surface runoff flow rates. The infiltrated water will eventually make its way to the underdrain system and out to the streams, but this process will take hours or days instead of minutes. Though the total volume of WESTCHESTER I NEW YORK CITY I HUDSON VALLEY I CONNECTICUT 4390649.v 1 FCUDDY /2020 +FEDER 3/5Page 8 LLP Page 8 a-. water reaching the streams should be the same, the underdrain system,by allowing a portion of the rainfall to infiltrate and percolate through the soil prior to release into the brooks, should result in a net decrease in the peak flow rate in the brooks associated with rainfall events. As detailed in the SWPPP (Section 4.2.4 and Appendix C) included as Exhibit D, the i6o-acre property is divided into two principal sub-catchment areas;the western 56.4-acre area that drains to Blind Brook and the eastern 104.8-acre area that drains to Little Blind Brook.The site drainage and sub-catchment areas for the proposed project are unchanged from the existing conditions and the proposed project will not result in a change in land use or a significant increase in impervious area. The stormwater quantity calculations included in the SWPPP (Section 4.2.4) included as Exhibit D confirm that the proposed project will have no impact on stormwater runoff rates (i.e., the peak discharge rates for existing and proposed conditions are the same). A total of 21 separate poorly drained areas on the property have been identified for installation of the proposed underdrain system, with a combined total area of approximately 20 acres, or about 12.5% of the 16o-acre property. This includes about 5.5 acres or 9.8% of the western 56.4-acres sub-catchment area and 14.5 acres or 13.8% of the eastern 104.8-acrea sub-catchment area. Regarding the referenced culvert on Little Blind Brook downstream of the property, approximately 50% of the contributing watershed to that culvert is located outside of the subject property. The runoff conditions in those areas may be contributing to the overtopping condition. The proposed drainage systems occupy approximately 7% of the contributing watershed to the culvert but the anticipated function of the underdrain systems in these areas should improve conditions at the culvert. With respect to construction management, the Club and its contractors have developed a construction plan strategically designed to reduce adverse impacts to neighbors, particularly those residing along Country Ridge Drive. A detailed construction summary is attached hereto as Exhibit E. The Club looks forward to appearing before the Board of Trustees on March loth. Should the Board or Village Staff have any questions or comments in the interim, please do not hesitate to contact me. Thank you for your time and consideration in this matter. Respectfully submitted, Anthony B. ioffre II Enclosures WESTCHESTER I NEW YORK CITY I HUDSON VALLEY I CONNECTICUT 4390649.v 1 7E _ �) �91 + The Blind Brook Club Tree plantings 2020 The following notes are proposed tree plantings for the Blind Brook Club. All trees being replanted will be ranging from approximately a 1'%"-3" DBH depending on availability from the nursery (tree supplier). Left of driving range: Tupelo spp. 15 Red Maples 15 , Swamp White Oaks 15 Amerlanchier spp. 15 #11 Right hillside/Screening for maintenance bldg: White spruce 8 Sugar Maples 4 Front Lawn/Main entrance: Dogwoods spp. 5 Amerlanchier spp. 5 White pines 5 #10 right side: Swamp Oaks 5 Tupelo spp. 5 #10 left side: American Beech 2 Red Maples 1 #2/#3/#4 property line/South side: American Dogwoods 6 Amerlanchier spp. 6 Carolina Silverbells 6 Red Bud spp. 6 Misc. Internal plantings: Red Maples 8 Sugar Maples 8 Red Oaks 8 �hibik S February 28, 2020 ( -6k Bruce L. Campbell,General Manager The Blind Brook Club,Inc. P.O.Box 229 [VanS Associates Purchase,NY 10577 Environmental Consulting, Incorporated RE: Functional Assessment of Wetlands and Watercourses The Blind Brook Club Proposed Course Renovation Project Dear Mr. Campbell: 13 In response to comments received from the Village consultants and members of the Village Planning Board and Village Board of Trustees,this letter report is intended to provide greater detail regarding the functions served by the regulated wetlands and watercourses on the Club property. The Village regulates wetlands and watercourses under Chapter 245 of the Village Code, and section 245-1.A(1)(a)through(1)identifies the multiple functions which these resources may provide. Since the Blind Brook Club property has been maintained as a golf course for many years,not all the potential functions are realized on this site. However,the areas of wetland and the watercourses on this site do provide important hydrologic functions,which include protection of surface and ground water resources, control of flooding and stormwater runoff, filtering of surface water pollutants,and protection of downstream reservoirs and watersheds. The proposed course renovation project will result in temporary impacts to the regulated areas for installation of new drainage and irrigation piping to replace the existing `�► systems.As seen in the photograph below(taken 9-13-2019),the existing drainage system discharges directly into the watercourses on the site.Under the proposed - J 162 Falls Road Bethany, CT 06524 Tel: 203.393.0690 Blind Brook Club February 28,2020 Page 3 avoided to the maximum extent possible. Further,the restoration of the deteriorated stream channel running through the site will enhance the functional capacity of the watercourse to control flooding and protect downstream reservoirs and watersheds. Please do not hesitate to contact me if you have any questions. Sincerely, Evans Associates Environmental Consulting,Inc. Beth Evans,PWS Principal Cc: Rob Good Jr., WSP USA EXHIBIT C See attached Site Plans t� hibik 1� STORMWATER POLLUTION PREVENTION PLAN IRRIGATION AND DRAINAGE IMPROVEMENTS BLIND BROOK CLUB CONFIDENTIAL, PROJECT NO.:31402026.002 DATE:MONTH YEAR _ 'WSP 4 RESEARCH DRIVE,SUITE 204 SHELTON,CT 06484 PHONE:+1 203-929-8555 FAX:+1 203-926-9140 WSP.COM SIGNATURES PREPARED BY Paul Guillet,PE,CFM Water&Environment Group Leader Project Name WSP Project No. November 2019 Client Page ii IINTRODUCTION.......................................................................... 1 2 PROJECT BACKGROUND INFORMATION...............................2 TABLEOF 2.1 Site Description..............................................................................2 CONTENTS22 Proposed Construction Activities....................................................4 2.2.1 Site Drainage Improvements......................................................................4 2.2.2 Irrigation System Improvements................................................................4 2.2.3 Irrigation Water Source Evaluation............................................................4 2.2.4 Stream Channel Maintenance.....................................................................4 2.2.5 Restoration of Golf Course Layout.............................................................5 2.2.6 Clubhouse Additions.................................................................................5 2.2.7 Soil Disposal.............................................................................................6 3 EROSION AND SEDIMENT CONTROL...................................... 7 4 POST-CONSTRUCTION STORMWATER MANAGEMENT....... 8 4.1 Operations and Maintenance Plan................................................... 8 4.1.1 Site Drainage System.................................................................................8 4.2 Stormwater Modeling and Analysis................................................. 8 4.2.1 Step 1: Site Planning..................................................................................9 4.2.2 Steps 2, 3,and 4: Calculation of WQv and RRv..........................................9 4.2.3 Step 5: Use of Standard Stormwater Management Practices........................9 4.2.4 Step 6: Design of Volume and Peak Rate Control Practices.........................9 4.2.5 Impact of Underdrains on Stream Flow.................................................... 10 Stormwater Pollution Protection Plan WSP Project No. 31402026.002 March 2020 Blind Brook Club Page iii TABLES" Table 1: Stonnwater Peak Discharge Rates.......................................... 10 FIGURES Figure 1: Site Location Map..................................................................2 Figure 2:NYS CRIS View.................................................................... 3 APPENDICES A. NRCC Precipitation Table B. NRCS Soil Survey C. Existing and Proposed Drainage Area Maps D. Hydrologic and Hydraulic Calculations Stormwater Pollution Protection Plan WSP Project No. 31402026.002 March 2020 Blind Brook Club Page iv I INTRODUCTION This Stormwater Pollution Prevention Plan(SWPPP)was prepared in support of obtaining coverage under the NYSDEC SPDES General Permit for Stormwater Discharges from Construction Activity,permit number GP- 0-15-002,herein after referred to as the General Permit. A copy of this SWPPP must be maintained at the construction site at all times, along with the other documents listed in General Permit Part II.C.2. This project includes both erosion and sediment control and post-construction stormwater management components. Both are described in detail in this report and in the associated site plans. Stormwater Pollution Protection Plan WSP Project No. 31402026.002 March 2020 Blind Brook Club Page 1 2 PROJECT BACKGROUND INFORMATION 2.1 SITE DESCRIPTION The project site is located at Blind Brook Club in Village of Rye Brook, Westchester County,New York, as shown in the figure below. The project site occupies an area of approximately 162.3 and consists of, predominantly, pervious golf course play areas(i.e. fairways, greens, rough,etc.). Other site features include a clubhouse,maintenance facility and irrigation pump house. Figure 1: Site Location Map wwF4- .,d�YL R Round Hill Golf C S POT,h'S'e -� 1 r ollege 1 Old Oaks Country Club 0 i PuACNAIf BlmdBrookeh (J Country Club V ° e ii G � G CO MannattanvIM Cole �F F� 0 ® s Greenwich Rye 9rnak - G ir Wl� - 8, _ '\' ta Runoff from the site discharges into Blind Brook and the Lower Pond (along the western site boundary), directly, or into various existing unnamed watercourses throughout the site that ultimately lead to Blind Brook or its tributaries.Refer to the plans for the locations of all watercourses and poorly drained areas at the site. Extreme Precipitation tables for this location have been obtained from the Northeast Regional Climate Center(NRCC)website. A copy of these tables is included in Appendix A. Stormwater Pollution Protection Plan WSP Project No. 31402026.002 March 2020 Blind Brook Club Page 2 SOILS The Natural Resources Conservation Service(NRCS)Web Soil Survey was consulted to obtain preliminary soil data for the site. The Web Soil Survey shows that the site consists of"Paxton Sandy Loam","Charlton-Chatfield Complex", "Woodbridge Loam" and "Ridgebury Complex" soils. These soils tend to exhibit drainage properties similar to Hydrologic Soil Groups C, B, D and A, respectively. A printout from the Web Soil Survey website is included in Appendix B. HISTORIC PLACES SCREENING The NYS Cultural Resource Information System (CRIS)has been consulted regarding historic places and cultural resources. The CRIS indicates that the project area does not include archeological and/or historic resources listed in or eligible for the New York State and National registers of historic places. Figure 2: NYS CRIS View 11 a o tow St 5,°n o n m h $ ts� Blind 8— �-U'Cub 4 4 U 9 vc V� 1` G,en RidU �. :o1n W°od Q�F�irlyy U o < 0� 0 ga "ich Q= o ^s Coor,,A y � y a d011 C�t n denlq Fy9 ood Ln C� ® a 0 0.1 0.2 +' oQW°od Rd Ar mi an<,r. County of Westchester,Westchester County GIs,u... Storrnwater Pollution Protection Plan WSP Project No. 31402026.002 March 2020 Blind Brook Club Page 3 2.2 PROPOSED CONSTRUCTION ACTIVITIES 2.2.1 SITE DRAINAGE IMPROVEMENTS Several areas of the golf course are poorly drained, resulting in seasonally soggy soils which render golf course operations (mowing, etc.) difficult. The purpose is of this project task is to improve the drainage at these locations by installing below grade,perforated, high density polyethylene(HDPE) piping to convey groundwater away from these areas. All proposed underdrain piping will discharge into Blind Brook or its tributaries. To minimize soil erosion, all trenching associated with the underdrain system installation will be backfilled and the surface vegetation will be replaced daily. No exposed soil or trenches will be permitted outside of construction hours. 2.2.2 IRRIGATION SYSTEM IMPROVEMENTS The project includes installation of a new irrigation pump and distribution system providing coverage across all golf course play areas.The new system will also incorporate a new 20-foot by 18-foot pump house,to be located adjacent to the Blind Brook Dam. The existing pump house,with an area of 127 square feet,will be demolished as a part of this project. Soil erosion associated with this activity will be minimized using the same procedures as the drainage system installation specified in Section 2.2.1. 2.2.3 IRRIGATION WATER SOURCE EVALUATION The project includes development of onsite groundwater sources(bedrock wells)to augment irrigation and reduce reliance of public water. Eight (8) potential drilling locations for bedrock wells have been identified by lineament analysis. Three (3) to five (5) test wells will be drilled to evaluate and determine the feasibility of groundwater as a source for irrigation. Pending the results of the evaluation, the ground water test wells will be incorporated into the new irrigation system described in Section 2.2.3. Refer to the plans for the possible well locations and details. 2.2.4 STREAM CHANNEL MAINTENANCE The stream channel known as Little Blind Brook flows east to west through the southern portion of the golf course and discharges to Blind Brook downstream of the Blind Brook Dam.Over the years the banks along certain reaches of the stream channel have been eroded and become unstable,and portions of the stream have been clogged with accumulated sediment.The project includes limited removal of accumulated sediments and making repairs to the stream banks to prevent erosion, flooding and further migration of the stream channel. These activities are considered as maintenance of an existing watercourse and are not designed to change the routing,size or function of the stream channel. Accumulated sediments within certain reaches of the stream channel that are determined to be contributing to bank erosion,flooding and channel migration will be removed;total removal estimated to be less than 60 cubic yards. Sediment removal will be conducted by manual and/or mechanical means,using hand shovels and/or backhoe equipment positioned outside the watercourse. Excavation will be limited to accumulated sediments only and will not extend below the natural stream bottom.Undercut areas of the banks will be pulled back to provide at least a 3:1 stable slope that will be planted with appropriate vegetation to provide anchoring of the soil.Reshaping of stream channel banks will be conducted by manual and/or mechanical means,using hand shovels and/or backhoe equipment positioned outside the watercourse. Where eroded soils have accumulated in the channel,that soil will be utilized to restore the banks, used elsewhere on site or transported to the Existing On-Site Material Disposal Area. Large boulders may be placed downstream of culverts and along the banks to deflect flows to the center of Stormwater Pollution Protection Plan WSP Project No. 31402026.002 March 2020 Blind Brook Club Page 4 the channel.Repairs will also be made to the stream crossing at 1 Fairway;maintaining the existing dimensions and footprint. Stream channel maintenance activities will be conducted during seasonal dry periods when stream flow is minimal. If water diversion is necessary the following erosion and sediment control measures will be implemented: 1. Installation of temporary stone check dams(see Erosion and Sediment Control Detail 11)to isolate and prevent stream flow from entering the work area during maintenance activities. 2. Installation of a temporary dewatering sump(see Erosion and Sediment Control Detail 12)upstream of the check dams to divert stream flow around the work area. Appropriately sized submersible or sump pump(s)with an individual or combined capacity of approximately 25-percent higher than the stream flow will be installed in the sump well. The sump discharge will be piped to a location immediately downstream of the work area to a dewatering filter bag(see Erosion and Sediment Control Detail 10)to mitigate potential turbidity associated with the dewatering process. 3. Upon completion of maintenance,the stone check dams,dewatering sumps and filter bags will be _ removed. If maintenance activities result in exposed soil,then a temporary silt fence(see Erosion and Sediment Control Detail 6)will be installed along the watercourse bank to limit erosion into the watercourse until the area is permanently stabilized; stabilization to be determined by a New York State Licensed Professional Engineer or other qualified individual. Maintenance and repair activities within Little Blind Brook will be conducted during seasonal dry conditions, if possible,to mitigate or minimize the need for water diversion. The sizing of practices will be selected to manage the actual and anticipated stream flow for the duration of the reach-specific maintenance and repair activities,to promote sufficiently dry conditions for earthwork and mitigation potential for downstream - turbidity impacts. These activities will be conducted in limited reaches of the stream channel(refer to the plans for locations),working upstream to downstream,and restoration will be completed in these reaches before initiating work in subsequent downstream reaches. The maintenance and repair activities will be completed on a daily basis and no soil and erosion control measures associated with the diversion of water will be permitted outside of normal work hours.All excavated materials will be transported to the Existing On-site Material Disposal Area(refer to the plans for location). 2.2.5 RESTORATION OF GOLF COURSE LAYOUT Years of turf maintenance along the perimeter of the golf fairways and greens has resulted in changes to the original layout;in most cases reducing the area of fairway turf and greens. The project includes restoring the limits and extents of fairways and greens to closely resemble the original design conditions. The work will be phased to minimize soil disturbance at any given time,and sod will be recycled and promptly replaced to the extent possible. 2.2.6 CLUBHOUSE ADDITIONS The project will include additions to the existing,two-story course clubhouse,located on the north side of the property,along Anderson Hill Road. These additions include a second-floor women's locker room and associated facilities,as well as an expanded ground level outdoor terrace that will extend off the southwest corner of the clubhouse.The second-floor additions will be constructed upon the existing building footprint having no effect on site-wide impervious area.The expanded terrace will result in a small increase to the building footprint and total site-wide impervious area. Stormwater Pollution Protection Plan WSP Project No 31402026 002 March 2020 Blind Brook Club Page 5 3 EROSION AND SEDIMENT CONTROL Erosion and Sediment Control Measures to be implemented for this project include, but are not limited to silt fences,hay bales,stabilized construction entrances and pipe outlet protection.Refer to the plans for construction sequencing and details. All elements of the erosion and sediment control plan are in confonnance with the requirements of the currently effective version of the technical standard,New York State Standards and Specifications for Erosion and Sediment Control. I Stormwater Pollution Protection Plan WSP Project No. 31402026.002 March 2020 Blind Brook Club Page 7 4 POST-CONSTRUCTION STORMWATER MANAGEMENT This project is part of an institutional facility and will involve land disturbance of approximately 1.96 acres. As such, this project General Permit Appendix B, Table 2, and requires the preparation of a SWPPP that includes post-construction stormwater management practices. Detailed designs of these stormwater management practices are included in the construction documents associated with this project. These practices have been designed to meet the sizing requirements presented in Chapters 4, 5,and 6 of the Design Manual. All elements of the post-construction stormwater management plan are in conformance with the requirements of the currently effective version of the technical standard,New York State Stormwater Management Design Manual. 4.1 OPERATIONS AND MAINTENANCE PLAN Upon substantial project completion, the Owner shall take responsibility for the operation, inspection, and maintenance of the post-construction stormwater management practices. This work shall be performed in accordance with the following sections. 4.1.1 SITE DRAINAGE SYSTEM The drainage system shall be inspected at least once per year. Locations to be inspected include: • Manholes and catch basins. • Drain discharge locations. Deficiencies to check for include: • Erosion of watercourse banks in vicinity of discharge locations; • Missing or displaced outlet protection stones; • Water accumulation within catch basins and manholes. I • Debris accumulation above catch basin grates. Any deficiencies shall be repaired immediately upon identification. 4.2 STORMWATER MODELING AND ANALYSIS The six-step stormwater management planning process described in Chapter 3 of the Stormwater Management Design Manual has been followed. The following sections describe each of the steps. Stormwater Pollution Protection Plan WSP Project No. 31402026.002 March 2020 Blind Brook Club Page 8 4.2.1 STEP 1: SITE PLANNING PRESERVATION OF NATURAL FEATURES AND CONSERVATION 1. Preservation of Undisturbed Areas — All disturbance area will be restored to existing conditions upon completion of work on a daily basis . 2. Preservation of Buffers — Drainage trunk lines, drainage laterals and irrigation piping will be installed within limited areas of selected wetland buffers that are currently developed with golf course turf using minimally invasive,same-day trenching methods. All disturbed areas will be restored to existing conditions upon completion of work on a daily basis. 3. Reduction of Clearing and Grading — Clearing has been kept to the minimum required to construct the proposed project.No re-grading of existing topography will be required for this project,except as may be necessary within the existing on-site material disposal area,for disposal of excavated material. 4. Locating Development in Less Sensitive Areas—No development will be required for this project. 5. Open Space Design-This practice is not applicable to this type of project. 6. Soil Restoration-All disturbed areas will be restored to existing conditions upon completion of work on a daily basis. REDUCTION OF IMPERVIOUS COVER 1. Roadway Reduction-The project does not include any new roadways. 2. Sidewalk Reduction-The project does not include any new sidewalks. 3. Driveway Reduction-The project does not include any new driveways. 4. Cul-de-sac Reduction-The project does not include any new cul-de-sacs. 5. Building Footprint Reduction—The new pump house was designed to have the minimum footprint required for the intended pumping system. 6. Parking Reduction-The project does not include any new parking areas. 4.2.2 STEPS 2. 3, AND 4: CALCULATION OF WQV AND RR The clubhouse terrace expansion and new pump house will result in a net increase in impervious cover of less than 1,000 square feet. When considered as part of the overall property, this increase can be considered negligible,resulting in a Water Quality Volume(WQv)and Runoff Reduction Volume(RRv)of 0.0 acre-feet. 4.2.3 STEP 5: USE OF STANDARD STORMWA TER MANAGEMENT PRACTICES No new Stormwater Management Practices are included in this project. 4.2.4 STEP 6: DESIGN OF VOLUME AND PEAK RATE CONTROL PRACTICES The project has been designed to meet the stormwater detention requirements outlined in Chapter 4 of the Design Manual,as described below. Stormwater Pollution Protection Plan WSP Project No. 31402026.002 March 2020 Blind Brook Club Page 9 i Stream Channel Protection The Design Manual requires that stormwater management basins provide a 24-hour extended detention time for the 1-yr storm. However, as this project does not include a stormwater management basin, this requirement is not applicable. The project therefore meets the design requirement for Stream Channel Protection. Overbank and Extreme Flood Control The Design Manual requires that the project maintain peak runoff discharge rates at or below those experienced under existing conditions during the 10-year and 100-year design storms. In order to compare peak runoff rates from the golf course, Curve Number method calculations were performed for both the existing and proposed conditions. Drainage area maps for both conditions are included in Appendix C. Stormwater quantity calculations were performed to estimate peak runoff rates under both existing and proposed conditions. The calculations were performed using the Curve Number method. Complete hydrologic and hydraulic calculations are included in Appendix D. The following table summarizes the results of the stormwater quantity calculations. Table 1: Storm-,,ater Peak Discharge Rates Peak Discharge Rate(cfs) Design Location Design Storm Existing Proposed Conditions Conditions Confluence of Blind Brook and Unnamed 10-yr 211 ?1 1 Tributary Immediately Downstream of Dam 100-yr 525 525 The calculations show that the project will have no impact on surface water runoff rates. This is not surprising given that the project will not result in a change in land use or a significant increase in impervious area. 4.2.5 IMPACT OF UNDERDRAINS ON STREAM FLOW A detailed analysis of the effect of the proposed underdrain system on the time of concentration for surface runoff from the site is not practical with conventional stormwater modeling techniques. That said,it should be noted that rainfall on the existing saturated areas of the site has no chance to infiltrate, and therefore is immediately converted to runoff which reaches the Blind Brook and Little Blind Brook within minutes. Installation of the underdrains should reduce the saturation of the soils in these areas, therefore allowing the soils to absorb some of the rainfall. During runoff generating rainfall events, more of the rainfall will have a chance to infiltrate resulting in lower surface runoff flow rates. The infiltrated water will eventually make its way to the underdrain system and out to the streams,but this process will take hours or days instead of minutes. WSP Stormwater Pollution Protection Plan March 2020 Project No. 31402026.002 Page 10 Blind Brook Club Hydrologic Soil Group—State of Connecticut,and Westchester County,New York Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms. The soils in the United States are assigned to four groups (A, B, C, and D)and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential)when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential)when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff:None Specified Tie-break Rule: Higher usDA Natural Resources Web Soil Survey 11/1/2019 21111111111 Conservation Service National Cooperative Soil Survey Page 5 of 5 APPENDIX C . EXISTING AND PROPOSED DRAINAGE AREA MAPS APPENDIX D . HYDROLOGIC AND HYDRAULIC CALCU LATIONS Bind Brook Club Type III 24-hr 1-yr Rainfall=2.85" Prepared by WSP Printed 1/27/2020 HydroCAD® 10.00-25 s/n 05285 ©2019 HydroCAD Software Solutions LLC Page 2 Summary for Subcatchment sE-01: E-01 IRunoff = 21 cfs @ 12.54 hrs, Volume= 3.176 af, Depth= 0.68" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type III 24-hr 1-yr Rainfall=2.85" Area (ac) CN Adj Description 3.180 98 Unconnected pavement, HSG C 16.600 61 >75% Grass cover, Good, HSG B 36.620 74 >75% Grass cover, Good, HSG C 56.400 72 71 Weighted Average, UI Adjusted 53.220 94.36% Pervious Area 3.180 5.64% Impervious Area r 3.180 100.00% Unconnected 1 Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.1 100 0.0290 0.20 Sheet Flow, Grass: Short n= 0.150 P2= 3.45" 24.5 1,750 0.0290 1.19 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 1.1 750 0.0370 11.11 59.28 Parabolic Channel, W=4.00' D=2.00' Area=5.3 sf Perim=5.9'n= 0.024 33.7 2,600 Total Summary for Subcatchment sE-02: E-02 Runoff = 39 cfs @ 12.64 hrs, Volume= 6.291 af, Depth= 0.72" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type III 24-hr 1-yr Rainfall=2.85" Area (ac) CN Adj Description 1.740 98 Unconnected pavement, HSG C 20.700 61 >75% Grass cover, Good, HSG B 70.460 74 >75% Grass cover, Good, HSG C 11.900 80 >75% Grass cover, Good, HSG D I 104.800 73 72 Weighted Average, UI Adjusted 103.060 98.34% Pervious Area 1.740 1.66% Impervious Area 1.740 100.00% Unconnected 1 Bind Brook Club Type III 24-hr 1-yrRainfall=2.85" Prepared by WSP Printed 1/27/2020 HydroCADO 10.00-25 s/n 05285 ©2019 HydroCAD Software Solutions LLC Page 3 Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.3 100 0.0380 0.23 Sheet Flow, Grass: Short n= 0.150 P2= 3.45" ' 27.5 1,550 0.0180 0.94 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 5.7 4,280 0.0230 12.52 200.26 Parabolic Channel, W=8.00' D=3.00' Area=16.0 sf Perim=10.4'n= 0.024 40.5 5,930 Total Summary for Subcatchment sP-01: P-01 Runoff = 21 cfs @ 12.54 hrs, Volume= 3.176 af, Depth= 0.68" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type III 24-hr 1-yr Rainfall=2.85" Area (ac) CN Adj Description 3.200 98 Unconnected pavement, HSG C 16.600 61 >75% Grass cover, Good, HSG B 36.600 74 >75% Grass cover, Good, HSG C 56.400 72 71 Weighted Average, UI Adjusted 53.200 94.33% Pervious Area 3.200 5.67% Impervious Area 3.200 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.1 100 0.0290 0.20 Sheet Flow, Grass: Short n= 0.150 P2= 3.45" 24.5 1,750 0.0290 1.19 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 1.1 750 0.0370 11.11 59.28 Parabolic Channel, W=4.00' D=2.00' Area=5.3 sf Perim=5.9'n= 0.024 33.7 2,600 Total Summary for Subcatchment sP-02: P-02 ' Runoff = 39 cfs @ 12.64 hrs, Volume= 6.291 af, Depth= 0.72" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type III 24-hr 1-yr Rainfall=2.85" i Bind Brook Club Type 11124-hr 1-yr Rainfall=2.85" Prepared by WSP Printed 1/27/2020 HydroCADO 10.00-25 s/n 05285 ©2019 HydroCAD Software Solutions LLC Page 4 Area (ac) CN Adj Description ' 1.740 98 Unconnected pavement, HSG C 20.700 61 >75% Grass cover, Good, HSG B 70.460 74 >75% Grass cover, Good, HSG C ' 11.900 80 >75% Grass cover, Good, HSG D 104.800 73 72 Weighted Average, UI Adjusted 103.060 98.34% Pervious Area 1.740 1.66% Impervious Area 1.740 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.3 100 0.0380 0.23 Sheet Flow, Grass: Short n= 0.150 P2= 3.45" 27.5 1,550 0.0180 0.94 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 5.7 4,280 0.0230 12.52 200.26 Parabolic Channel, W=8.00' D=3.00' Area=16.0 sf Perim=10.4'n= 0.024 40.5 5,930 Total Summary for Reach dpE: Design Point Inflow Area = 161.200 ac; 3.05% Impervious, Inflow Depth = 0.70" for 1-yr event Inflow - 59 cfs @ 12.60 hrs, Volume= 9.467 of Outflow = 59 cfs @ 12.60 hrs, Volume= 9.467 af, Atten= 0%/ Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Summary for Reach dpP: Design Point Inflow Area = 161.200 ac, 3.06% Impervious, Inflow Depth = 0.70" for 1-yr event Inflow 59 cfs @ 12.60 hrs, Volume= 9.467 of Outflow 59 cfs @ 12.60 hrs, Volume= 9.467 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs 1 I 1 I I Bind Brook Club Type 111 24-hr 10-yrRainfall=5.11" Prepared by WSP Printed 1/27/2020 HydroCADO 10.00-25 s/n 05285 ©2019 HydroCAD Software Solutions LLC Page 5 Summary for Subcatchment sE-01: E-01 Runoff = 77 cfs @ 12.47 hrs, Volume= 10.340 af, Depth= 2.20" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type III 24-hr 10-yr Rainfall=5.11" Area (ac) CN Adj Description 3.180 98 Unconnected pavement, HSG C 16.600 61 >75% Grass cover, Good, HSG B 36.620 74 >75% Grass cover, Good, HSG C 56.400 72 71 Weighted Average, UI Adjusted 53.220 94.36% Pervious Area 3.180 5.64% Impervious Area 3.180 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.1 100 0.0290 0.20 Sheet Flow, Grass: Short n= 0.150 P2= 3.45" 24.5 1,750 0.0290 1.19 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 1.1 750 0.0370 11.11 59.28 Parabolic Channel, W 4.00' D 2.00' Area=5.3 sf Perim=5.9'n= 0.024 33.7 2,600 Total ISummary for Subcatchment sE-02: E-02 Runoff = 136 cfs @ 12.56 hrs, Volume= 19.938 af, Depth= 2.28" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type III 24-hr 10-yr Rainfall=5.11" Area (ac) CN Adj Description 1.740 98 Unconnected pavement, HSG C 20.700 61 >75% Grass cover, Good, HSG B 70.460 74 >75% Grass cover, Good, HSG C 11.900 80 >75% Grass cover, Good, HSG D I 104.800 73 72 Weighted Average, UI Adjusted 103.060 98.34% Pervious Area 1.740 1.66% Impervious Area 1.740 100.00% Unconnected 1 I Bind Brook Club Type /// 24-hr 10-yrRainfall=5.11" Prepared by WSP Printed 1/27/2020 HydroCADO 10.00-25 s/n 05285 ©2019 HydroCAD Software Solutions LLC Page 6 Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.3 100 0.0380 0.23 Sheet Flow, Grass: Short n= 0.150 P2= 3.45" 27.5 1,550 0.0180 0.94 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 5.7 4,280 0.0230 12.52 200.26 Parabolic Channel, W=8.00' D=3.00' Area=16.0 sf Perim=10.4'n= 0.024 40.5 5,930 Total Summary for Subcatchment sP-01: P-01 Runoff = 77 cfs @ 12.47 hrs, Volume= 10.340 af, Depth= 2.20" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type III 24-hr 10-yr Rainfall=5.11" Area (ac) CN Adj Description 3.200 98 Unconnected pavement, HSG C 16.600 61 >75% Grass cover, Good, HSG B 36.600 74 >75% Grass cover, Good, HSG C 56.400 72 71 Weighted Average, UI Adjusted 53.200 94.33% Pervious Area 3.200 5.67% Impervious Area 3.200 100.00% Unconnected ' Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.1 100 0.0290 0.20 Sheet Flow, Grass: Short n= 0.150 P2= 3.45" 24.5 1,750 0.0290 1.19 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 1.1 750 0.0370 11.11 59.28 Parabolic Channel, W=4.00' D=2.00' Area=5.3 sf Perim=5.9'n= 0.024 33.7 2,600 Total Summary for Subcatchment sP-02: P-02 ' Runoff = 136 cfs @ 12.56 hrs, Volume= 19.938 af, Depth= 2.28" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type III 24-hr 10-yr Rainfall=5.11" Bind Brook Club Type 11124-hr 10-Y rRainfall=5.11" Prepared by WSP Printed 1/27/2020 HydroCAD® 10.00-25 s/n 05285 ©2019 HydroCAD Software Solutions LLC Page 7 Area (ac) CN Adj Description ' 1.740 98 Unconnected pavement, HSG C 20.700 61 >75% Grass cover, Good, HSG B 70.460 74 >75% Grass cover, Good, HSG C 11.900 80 >75% Grass cover, Good, HSG D 104.800 73 72 Weighted Average, UI Adjusted 103.060 98.34% Pervious Area 1.740 1.66% Impervious Area 1.740 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.3 100 0.0380 0.23 Sheet Flow, Grass: Short n= 0.150 P2= 3.45" 27.5 1,550 0.0180 0.94 Shallow Concentrated Flow, ' Short Grass Pasture Kv= 7.0 fps 5.7 4,280 0.0230 12.52 200.26 Parabolic Channel, W=8.00' D=3.00' Area=16.0 sf Perim=10.4'n= 0.024 40.5 5,930 Total Summary for Reach dpE: Design Point Inflow Area = 161.200 aG 3.05%Impervious, Inflow Depth = 2.25" for 10-yr event Inflow = 211 cfs @ 12.55 hrs, Volume= 30.277 of Outflow = 211 cfs @ 12.55 hrs, Volume= 30.277 af, Atten= 01/4 Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Summary for Reach dpP: Design Point Inflow Area = 161.200 aG 3.06%Impervious, Inflow Depth = 2.25" for 10-yr event Inflow 211 cfs @ 12.55 hrs, Volume= 30.277 of Outflow 211 cfs @ 12.55 hrs, Volume= 30.277 af, Atten= 01/a Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs i 1 1 1 Bind Brook Club Type100-H/ 24-hr r Rainfall=9.02" Y Prepared by WSP Printed 1/27/2020 HydroCAD®10.00-25 s/n 05285 ©2019 HydroCAD Software Solutions LLC Page 8 Summary for Subcatchment sE-01: E-01 ' Runoff = 194 cfs @ 12.47 hrs, Volume= 25.739 af, Depth= 5.48" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type III 24-hr 100-yr Rainfall=9.02" Area (ac) CN Adi Description 3.180 98 Unconnected pavement, HSG C 16.600 61 >75% Grass cover, Good, HSG B 36.620 74 >75% Grass cover, Good, HSG C ' 56.400 72 71 Weighted Average, Ul Adjusted 53.220 94.36% Pervious Area 3.180 5.64% Impervious Area 3.180 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.1 100 0.0290 0.20 Sheet Flow, Grass: Short n= 0.150 P2= 3.45" 24.5 1,750 0.0290 1.19 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 1.1 750 0.0370 11.11 59.28 Parabolic Channel, W=4.00' D=2.00' Area=5.3 sf Perim=5.9'n= 0.024 33.7 2,600 Total Summary for Subcatchment sE-02: E-02 Runoff = 337 cfs @ 12.55 hrs, Volume= 48.907 af, Depth= 5.60" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type III 24-hr 100-yr Rainfall=9.02" Area (ac) CN Adl Description 1.740 98 Unconnected pavement, HSG C 20.700 61 >75% Grass cover, Good, HSG B 70.460 74 >75% Grass cover, Good, HSG C 11.900 80 >75% Grass cover, Good, HSG D 104.800 73 72 Weighted Average, UI Adjusted 103.060 98.34% Pervious Area 1.740 1.66% Impervious Area 1.740 100.00% Unconnected i 1 1 1 Bind Brook Club Type III 24-hr 100-Y r Rainfall=9.02" Prepared by WSP Printed 1/27/2020 HydroCADO 10.00-25 s/n 05285 ©2019 HydroCAD Software Solutions LLC Page 9 Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.3 100 0.0380 0.23 Sheet Flow, Grass: Short n= 0.150 P2= 3.45" 27.5 1,550 0.0180 0.94 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 5.7 4,280 0.0230 12.52 200.26 Parabolic Channel, W=8.00' D=3.00' Area=16.0 sf Perim=1 0.4'n= 0.024 40.5 5,930 Total Summary for Subcatchment sP-01: P-01 Runoff = 194 cfs @ 12.47 hrs, Volume= 25.739 af, Depth= 5.48" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type III 24-hr 100-yr Rainfall=9.02" Area (ac) CN Adj Description 1 3.200 98 Unconnected pavement, HSG C 16.600 61 >75% Grass cover, Good, HSG B 36.600 74 >75% Grass cover, Good, HSG C 56.400 72 71 Weighted Average, UI Adjusted 53.200 94.33% Pervious Area 3.200 5.67% Impervious Area 3.200 100.00% Unconnected ' Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.1 100 0.0290 0.20 Sheet Flow, Grass: Short n= 0.150 P2= 3.45" 24.5 1,750 0.0290 1.19 Shallow Concentrated Flow, ' Short Grass Pasture Kv= 7.0 fps _ 1.1 750 0.0370 11.11 59.28 Parabolic Channel, W 4.00' D 2.00' Area 5.3 sf Perim 5.9'n= 0.024 33.7 2,600 Total Summary for Subcatchment sP-02: P-02 ' Runoff = 337 cfs @ 12.55 hrs, Volume= 48.907 af, Depth= 5.60" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type III 24-hr 100-yr Rainfall=9.02" Bind Brook Club Type 11124-hr 100-yr Rainfall=9.02" Prepared by WSP Printed 1/27/2020 HydroCADO 10.00-25 s/n 05285 ©2019 HydroCAD Software Solutions LLC Page 10 Area (ac) CN Adj Description 1.740 98 Unconnected pavement, HSG C 20.700 61 >75% Grass cover, Good, HSG B 70.460 74 >75% Grass cover, Good, HSG C 11.900 80 >75% Grass cover, Good, HSG D ' 104.800 73 72 Weighted Average, UI Adjusted 103.060 98.34% Pervious Area 1.740 1.66% Impervious Area ' 1.740 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.3 100 0.0380 0.23 Sheet Flow, Grass: Short n= 0.150 P2= 3.45" 27.5 1,550 0.0180 0.94 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 5.7 4,280 0.0230 12.52 200.26 Parabolic Channel, W=8.00' D=3.00' Area=16.0 sf Perim=10.4'n= 0.024 40.5 5,930 Total Summary for Reach dpE: Design Point Inflow Area = 161.200 ac, 3.05%Impervious, Inflow Depth = 5.56" for 100-yr event Inflow — 525 cfs @ 12.51 hrs, Volume= 74.645 of Outflow = 525 cfs @ 12.51 hrs, Volume= 74.645 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs ' Summary for Reach dpP: Design Point Inflow Area = 161.200 aG 3.06%Impervious, Inflow Depth = 5.56" for 100-yr event 1 Inflow _ 525 cfs @ 12.51 hrs, Volume= 74.645 of Outflow 525 cfs @ 12.51 hrs, Volume= 74.645 af, Atten= 01/g Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs i 1 1 1 F:-� �q I )�) 1--� E The Blind Brook Club's proposed master plan and restoration project will begin construction mid-April 2020, pending receipt of all necessary approvals, with substantial completion in late Spring 2021. The Project work will take place in two distinct areas: Golf Course: The 100 years old golf course will be restored to highlight the lost features and the original architectural design and intent. The decades old, outdated and ineffective irrigation and drainage systems will be replaced with new effective and more efficient systems. Trees randomly planted by members in areas impacting either the original design intent and negatively impacting the ability to maintain quality turf will be removed. Also, hazardous and invasive species of trees are proposed to be removed from the golf course. The club will replant new trees in other areas on the property. The greens and fairways will be expanded to original dimensions. Sod will be replaced with minimal grading to maintain grade and will not involve any earthmoving. Work on the irrigation system is most critical to the success of the project and will begin immediately after the plan is approved in late April (early spring). Some construction components will begin this spring. Work will be conducted on out-of-play areas on the golf course adjacent to holes allowing construction to begin and members to have access to the golf course. Supplies and material will be delivered in April and stored adjacent to the maintenance building located at 880 Anderson Hill Road. The majority of the supplies/material and all work on the irrigation systems will originate from this site.Installation of the new main irrigation lines will begin at the south area of the property, at the dam of the Blind Brook. Work is performed in a localized area and will progress throughout the golf course.The restoration work conducted at the Blind Brook Club will be working in a South-to-North pattern across the property,when and where appropriate. Essentially, work performed will be moving away from our pump station (Hole #4) and towards the clubhouse(Holes#9 and 18). Blind Brook has chosen this approach for multiple reasons: 1) Construction adjacent to Country Ridge Drive coincides with hole numbers 1,2,3 and 4 at the Blind Brook Club golf course. This also happens to be the South side of the property and the area on the golf course where sunlight conditions are less than ideal in the spring and fall months. To optimize daylight for productivity during the restoration/construction,these holes will be worked on during the months of June, July and August. 2) The lower (topographically) portions of the golf course are in this area as well and maximizing daylight and warm weather will be beneficial to the success of the project. Beginning in late June the golf course will be closed to members and work will begin to replace turf for green and fairway expansions.Sod and other material will be delivered to 980 Anderson Hill Road and will be stored in the existing club parking lot. Staging for this activity will originate from the club's parking lot. Tree removal will be conducted throughout this time in sequence with irrigation/construction needs and new tree plantings will occur in the early spring and fall when conditions are optimum for the plant establishment. During construction, Blind Brook and the contractors will comply with and obey all noise ordinances set by the Village of Rye Brook. We are aware of specific start and stop times for noise generating construction work(Weekdays 8am-6pm / Saturday 9am-4pm). The Club will concentrate our restoration/construction work along the South Side of the property(Country Ridge Drive)to just weekdays,to the extent practicable, in order to limit disruption to the residents during peak times when home owners are typically present. Clubhouse: Work at the clubhouse will begin in late September with substantial completion in late spring in 2021. Work will be staged,material delivered and stored in the existing parking lot at the clubhouse. It is expected that the golf course contractor will be winding down his work at this time.Work will take place during normal work hours with most of the work taking place at the inside of the clubhouse. On a motion made by Trustee Epstein and seconded by Trustee Heiser,the following resolution was adopted. RESOLUTION CONSIDERING REFERRING AN APPLICATION FOR SITE PLAN AMENDMENT AT THE BLIND BROOK CLUB TO THE VILLAGE OF RYE BROOK PLANNING BOARD FOR REPORT AND RECOMMENDATION WHEREAS, the Board of Trustees is in receipt of an application by The Blind Brook Club, Inc., property owner, for approval of an amended site plan for property located at 980 Anderson Hill Road, designated as Parcel ID 129.58-1-1 on the Town of Rye Tax Map and located in the R-35 Zoning District;and WHEREAS, the Board of Trustees is the Approval Authority for the application in accordance with Section 209-1(A)(1)of the Village Code;and WHEREAS,the Board of Trustees,pursuant to the State Environmental Quality Review Act(SEQRA) determines the proposed action to be an Unlisted Action pursuant to SEQRA. NOW, THEREFORE, BE IT RESOLVED, that the Board of Trustees hereby refers the application for a proposed site plan amendment to the Planning Board for report and recommendation. BE IT FURTHER RESOLVED,that the Board of Trustees hereby authorizes circulation of its Notice of Intent to Declare Lead Agency pursuant to SEQRA, subject to the Applicant's submission of a revised Environmental Assessment Form with the following edits and any further edits deemed necessary by the Village Planning Consultant: i. Page 2, Section B — Add Site Plan (Board of Trustees), Wetland Permit (Planning Board) and Architectural Review Board to rows(a),(b)and(d),respectively 2. Page 3, Section C.3.a—Change response to R-35 —one family residential, Scenic Roads Overlay District,Z-1 Airport Zone 3. Page 3,Section C.3.b—Change answer to"Yes" 4. Page 5,Section D.2.c Change answer to"Yes"and complete questions in that subsection TRUSTEE EPSTEIN AYE TRUSTEE FISCHER AYE TRUSTEE HEISER AYE TRUSTEE KLEIN AYE MAYOR ROSENBERG RECUSED State of New York County of Westchester ss: Village of Rye Brook I hereby certify that this is the Resolution adopted by the Board of Trustees of the Village of Rye Brook which was duly passed by said Board on December 10,2019 IN WITNESS WHEREOF,I have hereunto set my hand and affixed the Seal of the Village of Rye Brook, this 1 Ith day of December,2019 n Village Cle r' Laura Petersen From: Michal Nowak Sent: Thursday, December 16, 2021 11:43 AM To: Tara Gerardi; Laura Petersen Subject: FW: Blind Brook Stream Restoration Please file this with the email I just sent From: Beth Evans<beth@exec-inc.com> Sent: Wednesday, December 15, 20219:43 AM To: Michal Nowak<MNowak@ryebrook.org> Cc: Bruce Campbell<bcampbell@blindbrookclub.org>; Gioffre III,Anthony B. <AGioffre@CUDDYFEDER.COM>; Fausner, Allison<afausner@cuddyfeder.com> Subject: FW: Blind Brook Stream Restoration This was the email exchange with Sarah. She and I met on the course on June 10,2021. Beth Evans, PWS Evans Associates Environmental Consulting, Inc. 162 Falls Road Bethany, CT 06524 203-393-0690 x 112 (Office) 203-710-9219(Cell) beth@eaec-inc.com From: Sarah Brown <sbrown(c'>7hardestyhanover.com> Sent:Tuesday,June 8, 20212:12 PM To: Beth Evans<beth@eaec-inc.com> Subject: RE: Blind Brook Stream Restoration Dear Beth, Mike forwarded your email to me regarding the letter documenting the restoration. Our office agrees that since the plantings ended up occurring along the entire stream, it is probably not necessary to provide an "As-built" plan.To verify that the mitigation plantings were planted correctly and located appropriately, would you be available to meet me at the site to go over the planting areas. I could then write a memo to the Village stating that the plantings are appropriate and the mitigation requirement has been satisfied. Sarah Sarah Brown, AICP Senior Planner 555 Theodore Fremd Ave.,Suite C301, Rye, NY 10580 office:914.967.6540 direct:914,701,1614 www,hardesiyhanover.com 1 r♦ From: Beth Evans<beth@eaec-inc.com> Sent: Monday,June 7, 20214:29 PM To: Michal Nowak<MNowak@ryebrook.ore> Cc: Bruce Campbell<bcampbell@blindbrookclub.ore>; Michael J. Ford <mford@blind brookclub.ore>; Gioffre III, Anthony B.<AGioffre@CUDDYFEDER.COM> Subject: Blind Brook Stream Restoration Dear Mike: Attached please find the letter documenting the restoration efforts which the Club undertook on "Little Blind Brook" last year.As explained in my letter,the entire length of the brook was restored,so there is not really a need for a plan.The letter contains comparative pictures(before and after) and a list of the plant material that was used along the stream. I trust that this document is sufficient to satisfy the condition in the Planning Board Resolution, but if there is anything else needed, please do not hesitate to contact me. Thank you. Beth Evans, PWS Evans Associates Environmental Consulting, Inc. 162 Falls Road Bethany, CT 06524 203-393-0690 x 112 (Office) 203-710-9219 (Cell) beth@eaec-inc.com z Laura Petersen From: Michal Nowak Sent: Thursday, December 16, 2021 11:42 AM To: Tara Gerardi; Laura Petersen Subject: FW: Blind Brook CC Wetland Permit Attachments: Stream Restoration Summary for Village.pdf For filing with the Blind Brook stream bank restoration,the attachment and the email following From: Beth Evans<beth@eaec-inc.com> Sent:Wednesday, December 15, 20219:43 AM To: Michal Nowak<MNowak@ryebrook.org> Cc: Bruce Campbell<bcampbell@blindbrookclub.org>; Gioffre III,Anthony B. <AGioffre@CUDDYFEDER.COM>, Fausner, Allison<afausner@cuddyfeder.com> Subject: Blind Brook CC Wetland Permit Hi Mike. Hope that you are doing well and looking forward to the holidays. Bruce Campbell contacted me and said that you needed a letter from me confirming that the work for the stream restoration had been completed.As I think you know,Sarah Brown and I met at the site to review the work and confirm that an "as built" survey was not needed. The attached letter was submitted in early June, and Sarah and I met to review the work soon after. Let me know if you need something more. Bruce also mentioned the learning center. I have not been out to the course since September, and at that time they were still working on the area, but I would be glad to make a follow-up visit if you would like me too.Just let me know. Thanks,and have a wonderful holiday. Beth Evans, PWS Evans Associates Environmental Consulting, Inc. 162 Falls Road Bethany, CT'06524 203-393-0690 x 112 (Office) 203-710-9219(Cell) beth@eaec-inc.com D V/ [E DEC 16 2021 VILLAGE OF RYE BROOK BUILDING DEPARTMENT � May 28,2021 EUM Associates Environmental Consulting, Incorporated Michal J.Nowak Superintendent of Public Works/Village Engineer Village of Rye Brook 938 King Street ED Rye Brook,New York 10573 RE: "As-Built" Stream Restoration and Planting The Blind Brook Club,Village of Rye Brook Dear Mr.Nowak: As you know,I have been monitoring the work done to restore"Little Blind Brook", and recently made a final inspection of the restoration efforts and plantings. Condition#2 of the Wetland Permit Resolution dated April 9, 2020, states that: 2. The Applicant shall submit an"As-Built"Wetland Mitigation Plan to the Village which identifies the locations, quantities, and species of mitigation plantings after the restoration of the streambank is completed to the satisfaction of the Village Planner. This letter is intended to take the place of a formal plan,as the restoration work was undertaken on the entire length of the stream on the property. As outlined in the narrative submitted with the application, the restoration objectives included removal of accumulated sediments in the channel and repair of the stream banks to prevent ongoing erosion and further migration of the stream channel. The accumulated sediment was removed and used to restore the banks of the stream and small boulders were placed to armor the banks where needed to supplement the vegetation. Finally,plants were installed to enhance the streamside areas on the course. As seen in the before(2019)and after(2021)photographs below, it is my professional opinion that the objectives of the mitigation plan have been fully met on this site. Areas where the stream channels had been scoured and were nearly vertical,as seen in the top photograph on the next page, were graded to achieve a stable side slope of 3:1, allowing flood water to leave the channel and return following the storm event without causing bank erosion and undercutting. 162 Falls Road Bethany. CT 06524 Tel: 203.393.0690 ram' -� 'or." r 4 Severely eroded banks (above) as seen before the restoration(photo taken 9-13-2019)and below, following the restoration(photo taken 5-4-2021) w I Areas where the stream channel had become braided, as seen in the photograph below, were treated by removal of accumulated sediments to restore a main channel and planting of the banks and placement of boulders to anchor the soil. Braided stream channel below the culvert and cart path near the southerly property line (photo taken 9-13-2019), and the same area following restoration of the main channel (photo taken(5-4-2021) r. Where the banks of the stream are not in play (photo below taken 5-4-2021) a variety of native ferns and fortis were used to revegetate the banks and supplement the grasses. The area below allows periodic flooding above the culvert during severe storm events and provides enhanced streamside habitat. ti i sR w. In addition to the plants installed as part of the restoration effort,the stream banks quickly became vegetated with grasses and native plants such as trout lily (Dythronium americanum),horsetail (Equisetum) and various fems (photo below taken 5-4-2021). P 3 Native Vegetation Used for Stream Bank Restoration at Blind Brook Club Common Name Botanical Name Cinnamon Fern Osmunda cinnamomea Lady Fern Athyrium filix femina Sensitive Fern Onoclea sensibilis Joe Pye Weed Eupatorium spp New York Ironweed Vernonia noveboracensis Blue Vervain Verbena hastata Butterfly Weed Asclepias tuberosa Cardinal Flower Lobelia cardinalis We would be happy to answer any questions you have. Please let me know if anything further is needed to satisfy this condition of the Wetland Permit. Sincerely, Evans Associates Environmental Consulting, Inc Beth Evans, PWS Principal Cc: Bruce Campbell Michael J. Ford Rob Good, Jr. ............ py STO WATEIMOLLUTION PREVENTION PLAN IRRIGATION AND DRAINAGE IMPROVEMENTS BLIND BROOK CLUB CONFIDENTIAL PROJECT NO.:31402026.002 DATE:MONTH YEAR WSP 4 RESEARCH DRIVE,SUITE 204 SHELTON,CT 06484 PHONE:+l 203-929-8555 FAX:+l 203-926-9140 ullifialmeSP.COM SIGNATURES PRFPARFD BY fl-7-e- -4 Paul Guillet,PE,CFM Water&Environment Group Leader Project Name WSP Project No. November 2019 Client Page ii rr � I INTRODUCTION........................................................I__........... l 2 PROJECT BACKGROUND INFORMATION ...............................2 TABLEOF 2.1 Site Description.............................................................................. 2 CONTENTS2.2 Proposed Construction Activities....................................................4 2.2.1 Site Drainage Improvements......................................................................4 2.2.2 Irrigation System Improvements,...............................................................4 2.2.3 Irrigation Water Source Evaluation............................................................4 2.2.4 Stream Channel Maintenance.....................................................................4 2.2.5 Restoration of Golf Course Layout.............................................................5 2.2.6 Clubhouse Additions.................................................................................5 2.2.7 Soil Disposal.............................................................................................6 3 EROSION AND SEDIMENT CONTROL......................................7 4 POST-CONSTRUCTION STORMWATER MANAGEMENT.......8 4.1 Operations and Maintenance Plan................................................... 8 4.1.1 Site Drainage System.................................................................................8 4.2 Stormwater Modeling and Analysis................................................. 8 4.2.1 Step 1: Site Planning..................................................................................9 4.2.2 Steps 2,3,and 4: Calculation of WQv and RRv..........................................9 4.2.3 Step 5:Use of Standard Stormwater Management Practices........................9 4.2.4 Step 6:Design of Volume and Peak Rate Control Practices.........................9 4.2.5 Impact of Underdrains on Stream Flow....................................................10 Stormwater Pollution Protection Plan WSP Project No. 31402028.002 March 2020 Blind Brook Club Page iii TABLES Table 1: Stormwater Peak Discharge Rates.......................................... 10 FIGURES Figure 1: Site Location Map.................................................................. 2 Figure 2: NYS CRIS View.................................................................... 3 APPENDICES A. NRCC Precipitation Table B. NRCS Soil Survey C. Existing and Proposed Drainage Area Maps D. Hydrologic and Hydraulic Calculations Stormwater Pollution Protection Plan WSP Project No. 31402026.002 March 2020 Blind Brook Club Page iv I INTRODUCTION This Stormwater Pollution Prevention Plan(SWPPP)was prepared in support of obtaining coverage under the NYSDEC SPDES General Permit for Stormwater Discharges from Construction Activity,permit number GP- 0-15-002,herein after referred to as the General Permit. A copy of this SWPPP must be maintained at the construction site at all times, along with the other documents listed in General Permit Part II.C.2. This project includes both erosion and sediment control and post-construction stormwater management components. Both are described in detail in this report and in the associated site plans. Stormwater Pollution Protection Plan WSP Project No. 31402026.002 March 2020 Blind Brook Club Page t 2 PROJECT BACKGROUND INFORMATION 2.1 SITE DESCRIPTION The project site is located at Blind Brook Club in Village of Rye Brook, Westchester County,New York, as shown in the figure below. The project site occupies an area of approximately 1623 and consists of, predominantly, pervious golf course play areas (i.e. fairways, greens, rough,etc.). Other site features include a clubhouse,maintenance facility and irrigation pump house. Figure 1: Site Location Map Round H1II Goff Cluh n 4 14� 0 umh.ne n Q r . ota oaks Country CtUb'0 S PUP(-.H A Blind Wook Country club r Md.t'431tdrliflp ,¢ Greenwich -. RYp B.t pk 3 Runoff from the site discharges into Blind Brook and the Lower Pond(along the western site boundary), directly, or into various existing unnamed watercourses throughout the site that ultimately lead to Blind Brook or its tributaries.Refer to the plans for the locations of all watercourses and poorly drained areas at the site. Extreme Precipitation tables for this location have been obtained from the Northeast Regional Climate Center(NRCC)website. A copy of these tables is included in Appendix A. Storrnwater Pollution Protection Plan WSP Project No, 31402026.002 March 2020 Blind Brook Club Page 2 SOILS The Natural Resources Conservation Service(NRCS)Web Soil Survey was consulted to obtain preliminary sail data for the site. The Web Soil Survey shows that the site consists of"Paxton Sandy Loam","Charlton-Chatfield Complex", "Woodbridge Loam" and "Ridgebury Complex" soils. These soils tend to exhibit drainage properties similar to Hydrologic Soil Groups C, B, D and A, respectively. A printout from the Web Soil Survey website is included in Appendix B. HISTORIC PLACES SCREENING The NYS Cultural Resource Information System (CRIS)has been consulted regarding historic places and cultural resources. The CRIS indicates that the project area does not include archeological and/or historic resources listed in or eligible for the New York State and National registers of historic places. Figure 2: NYS CRIS View io N A 1 N t nn Y �lll ty to #F4 f ao a � Z o B :ounhp Taut 6 � fi' a yl 74 R yy f R1b0C��Y :o1n W ooA Sh��`p a �c hQ�FarrJy4 P xw 10 cr v°ter`A 4y 1 din or y°��O 4 R,JP Rq er tih.� W ¢f. 5trert }.Ie010 A n den1� n 1�J�a0 � rshaQ\\n Rd 1 i 4a 0ynn County of Westchester,Westchester County GIS.U... :� Stormwater Pollution Protection Plan WSP Project No. 31402026.002 March 2020 Blind Brook Club Page 3 2.2 PROPOSED CONSTRUCTION ACTIVITIES 2.2.1 SITE DRAINAGE IMPROVEMENTS Several areas of the golf course are poorly drained, resulting in seasonally soggy soils which render golf course operations (mowing, etc.) difficult. The purpose is of this project task is to improve the drainage at these locations by installing below grade, perforated, high density polyethylene (HDPE)piping to convey groundwater away from these areas. All proposed underdrain piping will discharge into Blind Brook or its tributaries. To minimize soil erosion, all trenching associated with the underdrain system installation will be backfilled and the surface vegetation will be replaced daily. No exposed soil or trenches will be permitted outside of construction hours. 2.2.2 IRRIGATION SYSTEM IMPROVEMENTS The project includes installation of a new irrigation pump and distribution system providing coverage across all golf course play areas.The new system will also incorporate a new 20-foot by 18-foot pump house,to be located adjacent to the Blind Brook Dam. The existing pump house, with an area of 127 square feet,will be demolished as a part of this project. Soil erosion associated with this activity will be minimized using the same procedures as the drainage system installation specified in Section 2.2.1. 2.2.3 IRRIGATION WATER SOURCE EVALUATION The project includes development of onsite groundwater sources(bedrock wells)to augment irrigation and reduce reliance of public water. Eight (8) potential drilling locations for bedrock wells have been identified by lineament analysis. Three (3) to five (5) test wells will be drilled to evaluate and determine the feasibility of groundwater as a source for irrigation. Pending the results of the evaluation, the ground water test wells will be incorporated into the new irrigation system described in Section 2.2.3. Refer to the plans for the possible well locations and details. 2.2.4 STREAM CHANNEL MAINTENANCE The stream channel known as Little Blind Brook flows east to west through the southern portion of the golf course and discharges to Blind Brook downstream of the Blind Brook Dam.Over the years the banks along certain reaches of the stream channel have been eroded and become unstable,and portions of the stream have been clogged with accumulated sediment.The project includes limited removal of accumulated sediments and making repairs to the stream banks to prevent erosion, flooding and further migration of the stream channel. These activities are considered as maintenance of an existing watercourse and are not designed to change the routing, size or function of the stream channel. Accumulated sediments within certain reaches of the stream channel that are determined to be contributing to bank erosion,flooding and channel migration will be removed;total removal estimated to be less than 60 cubic yards. Sediment removal will be conducted by manual and/or mechanical means,using hand shovels and/or backhoe equipment positioned outside the watercourse. Excavation will be limited to accumulated sediments only and will not extend below the natural stream bottom.Undercut areas of the banks will be pulled back to provide at least a 3:1 stable slope that will be planted with appropriate vegetation to provide anchoring of the soil.Reshaping of stream channel banks will be conducted by manual and/or mechanical means,using hand shovels and/or backhoe equipment positioned outside the watercourse. Where eroded soils have accumulated in the channel,that soil will be utilized to restore the banks, used elsewhere on site or transported to the Existing On-Site Material Disposal Area. Large boulders may be placed downstream of culverts and along the banks to deflect flows to the center of Sto"water Pollution Protection Plan WSP Project No. 31402026.002 March 2020 Blind Brook Club Page 4 the channel. Repairs will also be made to the stream crossing at 1 Fairway;maintaining the existing dimensions and footprint. Stream channel maintenance activities will be conducted during seasonal dry periods when stream flow is minimal. If water diversion is necessary the following erosion and sediment control measures will be implemented: 1. Installation of temporary stone check dams (see Erosion and Sediment Control Detail 11) to isolate and prevent stream flow from entering the work area during maintenance activities. 2. Installation of a temporary dewatering sump(see Erosion and Sediment Control Detail 12)upstream of the check dams to divert stream flow around the work area. Appropriately sized submersible or sump pump(s)with an individual or combined capacity of approximately 25-percent higher than the stream flow will be installed in the sump well. The sump discharge will be piped to a location immediately downstream of the work area to a dewatering filter bag(see Erosion and Sediment Control Detail 10)to mitigate potential turbidity associated with the dewatering process. 3. Upon completion of maintenance,the stone check dams, dewatering sumps and filter bags will be removed. If maintenance activities result in exposed soil,then a temporary silt fence(see Erosion and Sediment Control Detail 6) will be installed along the watercourse bank to limit erosion into the watercourse until the area is permanently stabilized; stabilization to be determined by a New York State Licensed Professional Engineer or other qualified individual. Maintenance and repair activities within Little Blind Brook will be conducted during seasonal dry conditions,if possible,to mitigate or minimize the need for water diversion. The sizing of practices will be selected to manage the actual and anticipated stream flow for the duration of the reach-specific maintenance and repair activities,to promote sufficiently dry conditions for earthwork and mitigation potential for downstream turbidity impacts. These activities will be conducted in limited reaches of the stream channel(refer to the plans for locations),working upstream to downstream,and restoration will be completed in these reaches before initiating work in subsequent downstream reaches. The maintenance and repair activities will be completed on a daily basis and no soil and erosion control measures associated with the diversion of water will be permitted outside of normal work hours. All excavated materials will be transported to the Existing On-site Material Disposal Area(refer to the plans for location). 2.2.5 RESTORATION OF GOLF COURSE LAYOUT Years of turf maintenance along the perimeter of the golf fairways and greens has resulted in changes to the original layout;in most cases reducing the area of fairway turf and greens. The project includes restoring the limits and extents of fairways and greens to closely resemble the original design conditions. The work will be phased to minimize soil disturbance at any given time,and sod will be recycled and promptly replaced to the extent possible. 2.2.6 CLUBHOUSE ADDITIONS The project will include additions to the existing,two-story course clubhouse,located on the north side of the property, along Anderson Hill Road. These additions include a second-floor women's locker room and associated facilities,as well as an expanded ground level outdoor terrace that will extend off the southwest corner of the clubhouse. The second-floor additions will be constructed upon the existing building footprint having no effect on site-wide impervious area.The expanded terrace will result in a small increase to the building footprint and total site-wide impervious area. Stormwater Pollution Protection Plan WSP Project No. 31402026.002 March 2020 Blind Brook Club Page 5 2.2.7 SOIL DISPOSAL Any waste soils generated as a part of this project, including but not limited to the activities described herein, will be transported to the Existing On-site Material Disposal Area (refer to the plans for location). No excavated materials will be transported off-site and the off-site disposal of soils will not be permitted. Slormwater Pollution Protection Plan WSP Project No. 31402026.002 March 2020 Blind Brook Club Page 6 3 EROSION AND SEDIMENT CONTROL Erosion and Sediment Control Measures to be implemented for this project include, but are not limited to silt fences,hay bales,stabilized construction entrances and pipe outlet protection.Refer to the plans for construction sequencing and details. All elements of the erosion and sediment control plan are in conformance with the requirements of the currently effective version of the technical standard,New York State Standards and Specifications for Erosion and Sediment Control. Sto"water Pollution Protection Plan WSP Project No. 31402026,002 March 2020 Blind Brook Club Page 7 4 POST-CONSTRUCTION STORMWATER MANAGEMENT This project is part of an institutional facility and will involve land disturbance of approximately 1.96 acres. As such,this project General Permit Appendix B,Table 2, and requires the preparation of a SWPPP that includes post-construction stormwater management practices. Detailed designs of these stormwater management practices are included in the construction documents associated with this project. These practices have been designed to meet the sizing requirements presented in Chapters 4,5,and 6 of the Design Manual. All elements of the post-construction stormwater management plan are in conformance with the requirements of the currently effective version of the technical standard,New York State Stormwater Management Design Manual. 4.1 OPERATIONS AND MAINTENANCE PLAN Upon substantial project completion, the Owner shall take responsibility for the operation, inspection, and maintenance of the post-construction stormwater management practices. This work shall be performed in accordance with the following sections. 4.1.1 SITE DRAINAGE SYSTEM The drainage system shall be inspected at least once per year. Locations to be inspected include: • Manholes and catch basins. + Drain discharge locations. Deficiencies to check for include: • Erosion of watercourse banks in vicinity of discharge locations; • Missing or displaced outlet protection stones; • Water accumulation within catch basins and manholes. • Debris accumulation above catch basin grates. Any deficiencies shall be repaired immediately upon identification. 4.2 STORMWATER MODELING AND ANALYSIS The six-step stormwater management planning process described in Chapter 3 of the Stormwater Management Design Manual has been followed. The following sections describe each of the steps. Stormwater Pollution Protection Plan WSP Project No. 31402026.002 March 2020 Blind Brook Club Page 8 4.2.1 STEP 1: SITE PLANNING PRESERVATION OF NATURAL FEATURES AND CONSERVATION 1. Preservation of Undisturbed Areas — All disturbance area will be restored to existing conditions upon completion of work on a daily basis . 2. Preservation of Buffers — Drainage trunk lines, drainage laterals and irrigation piping will be installed within limited areas of selected wetland buffers that are currently developed with golf course turf using minimally invasive,same-day trenching methods. All disturbed areas will be restored to existing conditions upon completion of work on a daily basis. 3. Reduction of Clearing and Grading — Clearing has been kept to the minimum required to construct the proposed project.No re-grading of existing topography will be required for this project, except as may be necessary within the existing on-site material disposal area,for disposal of excavated material. 4. Locating Development in Less Sensitive Areas—No development will be required for this project. 5. Open Space Design-This practice is not applicable to this type of project. 6. Soil Restoration-All disturbed areas will be restored to existing conditions upon completion of work on a daily basis. REDUCTION OF IMPERVIOUS COVER 1. Roadway Reduction-The project does not include any new roadways. 2. Sidewalk Reduction-The project does not include any new sidewalks. 3. Driveway Reduction-The project does not include any new driveways. 4. Cul-de-sac Reduction-The project does not include any new cul-de-sacs. 5. Building Footprint Reduction—The new pump house was designed to have the minimum footprint required for the intended pumping system. 6. Parking Reduction-The project does not include any new parking areas. 4.2.2 STEPS 2, 3, AND 4: CALCULATION OF WQV AND RRV The clubhouse terrace expansion and new pump house will result in a net increase in impervious cover of less than 1,000 square feet. When considered as part of the overall property, this increase can be considered negligible,resulting in a Water Quality Volume(WQv)and Runoff Reduction Volume(RRv)of 0.0 acre-feet. 4.2.3 STEP 5: USE OF STANDARD STORMWA TER MANAGEMENT PRACTICES No new Stormwater Management Practices are included in this project. 4.2.4 STEP 6: DESIGN OF VOLUME AND PEAK RATE CONTROL PRACTICES The project has been designed to meet the stormwater detention requirements outlined in Chapter 4 of the Design Manual,as described below. Stormwater Pollution Protection Plan VVSP Project No. 31402026.002 March 2020 Blind Brook Club Page 9 Stream Channel Protection The Design Manual requires that stormwater management basins provide a 24-hour extended detention time for the I-yr storm. However, as this project does not include a stormwater management basin, this requirement is not applicable. The project therefore meets the design requirement for Stream Channel Protection. Overbank and Extreme Flood Control The Design Manual requires that the project maintain peak runoff discharge rates at or below those experienced under existing conditions during the 10-year and 100-year design storms. In order to compare peak runoff rates from the golf course, Curve Number method calculations were performed for both the existing and proposed conditions. Drainage area maps for both conditions are included in Appendix C. Stormwater quantity calculations were performed to estimate peak runoff rates under both existing and proposed conditions. The calculations were performed using the Curve Number method. Complete hydrologic and hydraulic calculations are included in Appendix D. The following table summarizes the results of the stormwater quantity calculations. Table 1: Stormwater Peak Discharge Rates Peak Discharge Rate(cfs) Design Location Design Storm Existing Proposed Conditions Conditions Confluence of Blind Brook and Unnamed 10-yr 211 211 Tributary Immediately Downstream of Dam 100-yr 525 525 The calculations show that the project will have no impact on surface water runoff rates. This is not surprising given that the project will not result in a change in land use or a significant increase in impervious area. 4.2.5 IMPACT OF UNDERDRAINS ON STREAM FLOW A detailed analysis of the effect of the proposed underdrain system on the time of concentration for surface runoff from the site is not practical with conventional stormwater modeling techniques. That said,it should be noted that rainfall on the existing saturated areas of the site has no chance to infiltrate, and therefore is immediately converted to runoff which reaches the Blind Brook and Little Blind Brook within minutes. Installation of the underdrains should reduce the saturation of the soils in these areas, therefore allowing the soils to absorb some of the rainfall. During runoff generating rainfall events, more of the rainfall will have a chance to infiltrate resulting in lower surface runoff flow rates. The infiltrated water will eventually make its way to the underdrain system and out to the streams,but this process will take hours or days instead of minutes. Storrnwater Pollution Protection Plan WSP Project No, 31402026.002 March 2020 Blind Brook Club Page 10 Though the total volume of water reaching the streams should be the same, the underdrain system, by allowing a portion of the rainfall to infiltrate and percolate through the soil prior to release into the brooks, should result in a net decrease in the peak flow rate in the brooks associated with rainfall events. nv March 2,2020 HABlind Brook CIub12020\SWPPP\SWPPP-Blind Brook Club-Revised March 2020.docx Stormwater Pollution Protection Plan WSP Project No. 31402026.002 March 2020 Blind Brook Club Page 11 i 1 .......... A , NRCC PRECIPITATION TABLE Extreme Precipitation Tables:41.038°N,73.686°W http://precip.eas.comell.edu/data.php?l574203528430 Extreme Precipitation Tables Northeast Regional Climate Center Data represents point estimates calculated from partial duration series.All precipitation amounts are displayed in inches Smoothing Yes State New York Location Longitude 73.686 degrees West Latitude 41.038 degrees North Elevation 0 feet Dateffime Tue, 19 Nov 2019 17:45:29-0500 Extreme Precipitation Estimates 5min 10min 15min 30min 60min 120min lhr 2hr 3hr 6hr 12hr 24hr 48hr lday 2day 4day May 10day lyr 0.34 0.51 0.64 0.84 1.04 1.30 lyr 0.90 1.23 1.50 1.86 2.30 2.85 3.19 lyr 2.52 3.07 3.56 4.29 4.93 lyr 2yr 0.40 0.62 0.77 1.02 1.28 1.60 2yr 1.11 1.49 1.84 2.28 2.80 3.45 3.87 2yr 3.05 3.72 4.27 5.08 5.75 2yr Syr 0.47 0.74 0.93 1.24 1.59 2.00 Syr 1.37 1.84 2.31 2.86 3.52 4.31 4.89 Syr 3.82 4.70 5.45 6.38 7.13 Syr loyr 1 0.53 0.84 1.06 1 1.44 1 1.87 2.37 10yr 1.61 2.16 2.75 3.41 4.19 5.11 5.84 10yr 4.52 5.61 6.56 7.59 8.40 10yr 25yr 0.62 0.99 1.26 1.74 2.32 2.98 25yr 2.00 2.67 3.47 4.31 5.28 6.40 7.38 25yr 5.67 7.10 8.39 9.55 10.42 25yr 50yr 0.71 1.14 1.46 2.04 2.74 3.55 50yr 2.36 3.13 4.13 5.13 6.27 7.60 8.82 50yr 6.72 8.48 10.10 11.37 12.27 50yr 100yr 0.80 L30 1.68 2.37 3.24 4.22 100yr 2.79 3.69 4.92 6.11 7.47 9.02 10.54 100yr 7.98 10.13 12.18 13.53 14.46 100yr 200yr 0.92 1.49 1.93 2.77 3.83 5.02 200yr 3.30 4.33 5.86 7.29 8.90 10.71 12.60 200yr 9.48 12.11 14.68 16.11 17.03 200yr 500yr 1.10 1.81 1 2.36 1 3.42 4.78 6.31 500vr 4.13 5.38 7.39 9.19 11.21 13.45 15.96 500yr I L90 15.35 18.81 20.30 21.17 500yr Lower Confidence Limits Smin 10min 15min 30min 60min 120min lhr 2hr 3hr 6hr 12hr 24hr 48hr Iday 2day 4day 7day 10day lyr 0.26 0.41 0.50 0.67 0.82 0.90 lyr 0.71 0.88 1.34 1.61 1.96 2.57 2.62 lyr 2.27 2.52 3.13 3.69 4.32 lyr 2yr 0.39 0.61 0.74 1.01 1.24 1.50 2yr 1.07 1.46 1.70 2.20 2.76 3.34 3.75 2yr 2.96 3.61 4.12 4.92 5.59 2yr Syr 0.43 0.67 0.83 1.14 1.45 1.75 Syr 1.25 1.71 1.98 2.60 3.26 3.99 4.52 Syr 3.53 4.35 5.01 5.86 6.63 Syr 10yr 0.47 0.73 0.90 1.26 1.62 1.97 10yr 1.40 1.93 2.23 2.96 3.72 4.56 5.22 10yr 4.04 5.02 5.81 6.57 7.54 10yr 25yr 0.52 0.78 0.97 1.39 1.83 2.30 25yr 1.58 2.25 2.60 3.50 4.44 5.43 6.32 25yr 4.81 6.07 7.07 7.55 8.94 25yr 50yr 0.54 0.82 1.02 1.47 1.98 2.58 50yr 1.71 2.52 2.94 3.99 5.08 6.22 7.30 50yr 5.50 7.02 8.21 8.27 10.18 50yr, 100yr 0.58 0.87 1.09 1.58 2.17 2.97 100yr 1.87 2.81 3.31 4.55 5.82 7.12 8.45 100yr,6.30 8.13 9.53 9.09 11.57 100yr 200yr 0.62 0.93 1.18 1.70 2.37 3.22 200yr 2.05 3.15 3.73 5.21 6.70 8.15 9.78 200yr 7.21 9.41 11.04 9.87 13.19 200yr 500yr 0.67 0.99 1.27 1.85 2.63 3.74 500yr 2.27 3.66 4.38 6.28 8.09 9.76 11.88 500yrI 8.64 111.42113.55 10.93115.69 500yr Upper Confidence Limits .5min 10min 15min 30min 60min 120min lhr 2hr 3hr 6hr 12hr 24hr 48hr lday 2day 4day 7day 10day lyr 037 0.57 0.69 0.93 1.15 1.38 lyr 0.99 1.35 1.59 2.09 2.64 3.12 3.54 1 lyr 1 2.76 3.40 3.84 4.67 5.30 lyr 2yr 0.43 0.66 0.81 1.10 1.36 1.59 2yr 1.171.55 1.81 2.33 2.90 3.57 4.02 2yr 3.16 3.87 4.42 5.41 5.97 2yr Syr 0.52 0.80 0.99 1.36 1.74 2.03 Syr 1.50 198 2.34 2.97 3.73 4.66 5.32 Syr 4.12 5.12 5.89 6.89 7.72 Syr 10yr 0.62 0.95 1.18 1.65 2.13 2.44 10yr 1.84 2.38 2.86 3.60 4.52 5.69 6.56 10yr 5.04 6.31 7.31 8.48 9.37 10yr 25yr 0.79 1.21 1.50 2.15 2.8t3. 25yr 2.443.083.74 4.62 5.80 7.43 8.67 25yr 6.58 8.34 9.76 11.21 12.13 25yr 50yr 0.95 1.45 1.80 2.59 3.450yr 3.01 3.74 4.59 5.58 7.02 9.09 10.72 50yr 8.05 10.30 12.13 13.85 14.73 50yr 100yr 1.15 1.74 2.18 3.16 4.3100yr 3.74 4.55 5.61 6.77 8.50 11.13 13.23 100yr 9.85 12.72 15.10 17.09 17.88 100yr 200yr 1.39 2.10 2.66 3.85 5.3200yr 4.63 5.54 6.89 8.18 10.28 13.63 16.33 200yr 12.06 15.70 18.7721.12 21.71 200yr 500yr 1.82 2.70 3.48 5.05 7.1500yr 6.20 7.18 9.01 10.53 13.22 17.82 21.59 SOOyr 15.77 20.76 25.05 28.07 28.07 SOOyr Noriheeat Regional Ciuneto Canter 1 of 1 11/19/2019,5:45 PM APPENDIX B . NRCS SOIL SURVEY 3 Hydrologic Soil Group—State of Connecticut,and Westchester County,New York g M v 608600 610000 610200 610400 6106C0 610600 611000 611200 41°2 SO"N 41°2'50"N vi 64y 1, r lP'LLIJ r lia it 1LPllT�\J - l Y r,4 ,t'+ L Ty 41"1'45"N f' 41"1'4S N 6098M 610000 610200 610400 61MI 610600 611000 6112M 3 3 Map Scale:1:4,750 if printed on A pprOaR(B.5"x 11")sheet � Meters N 0 100 200 400 60o A -Feet 0 450 900 1800 2700 Map projection:Web Mercabor Comer coordinates:WGS84 Edge tics:UTM Zone 18N WGS84 LjsDA Natural Resources Web Soil Survey 11/1/2019 Conservation Service National Cooperative Soil Survey Page 1 of 5 m� 0w 00 _ N co N N Oto i N Q7 N N O of IL m v Z a p N 3 o — 'a U a E E N o c E w 04 to w O t` fU L Q7 U O C N N = Ul E N VOi n O O N o Q 75 N N .L.. N Q C/7 0 m aoi ri c �� y � rn � � mE cr N N U L7 N L to Z N Z N Y E E C O U E N a n C Cn O N Q C to N U E ro m p op m d u co p y�5 C �3 m y Q L a o p N to o m N 9 c N a m C O N o u a p n o f ° o p d y O o m Q m tv.U = o a w C� Uc/� � m C � m � a c g o y to �^ E - C p T N C O o 0� « 7 L N �' RS N O E �`O N EL E C E N N N 'cc,Z N -D ° om o � Uc arc yoNcc v (D E � a cnwa) w '0 oo � ,o --EoLa © m rooN � E o �' _ � 'o as v w y N c � � z' a y� a p a+ (n N (1 C N 0. cnN65 ) g ¢ N N C O L Z 4 N Q U C C .N.� n, �, d`�j t6 N O N p. Y d � E }oatem0 a i6 :° omd T m m �'c N w T.� > L N d cC a)m m W to d ` O 0 N O 0)0 7 y cA mZNa aU `mta5 me ` p wp cNcc �� E oDtam N 6 T � 'o c o o a� 8-2 o o � Q Z Q dry o m cL0 v c yn Nv', 'co � � � � `° oa�i tnm ind m~ N0C' 4)io Ed Nd o •Q�a, O y N to m p L o n.f:� N N .L.., — Z — j to 41 07 !Z O O .0.N 67 E � U L of y p N p to o w U L w O O O O O U''� O` v O tC? t0 n L o L F- d E fl) U a'O Q f6 F- O Cn U) Go } m N 'O Q m (n ❑N F- U .- N O N N L y, .0 tv N N C O to 03 7 a)U � to U U a C n O C o L o .� w w U U m > _ O m 3 L Q. N p w w O acc 9 w �N_, .�. O O t Z w E m o m a w [L O C w _ o U �U 0 Z 7 o Z ■ ■ ■ O uz d c Y W rn m ` 0 3 m W J d N = 9 d a c a o o a+ w o o d an d d t7 o J 0 44 U O a tr a a m `m U Q o Z m a a m m U c o z en Q a m m \/ � e01i Q fn O C y O V � 7 c l�o O Z U Hydrologic Soil Group-State of Connecticut.and Westchester County. New York Hydrologic Soil Group Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 2 Ridgebury fine sandy D 0.2 0.0% loam,0 to 3 percent slopes 245B Woodbridge-Urban land CID 24.1 5.1% complex,0 to 8 percent slopes 245C Woodbridge-Urban land CID 0.6 0.1% complex,8 to 15 percent slopes 284E Paxton-Urban land C 0.5 0.1% complex,3 to 8 percent slopes Subtotals for Soil Survey Area 25.3 5.4% Totals for Area of Interest 471.4 100.011/0 Map unit symbol Map unit name Rating Acres in AOI Percent of AOI ChB Charlton fine sandy B 5.2 1.1 loam,3 to 8 percent slopes ChC Charlton fine sandy B 1.9 0.4% loam,8 to 15 percent slopes CrC Charlton-Chatfield B 56.2 11.9% complex,0 to 15 percent slopes,very rocky CsD Chatfield-Charlton B 2.2 0.5% complex,15 to 35 percent slopes,very rocky Ff Fluvaquents-Udifluvents AID 19.8 4.2% complex,frequently flooded LcA Leicester loam,0 to 3 AID 11.3 2.4% percent slopes,stony PnB Paxton fine sandy loam, C 74.2 15.7% 3 to 8 percent slopes PnC Paxton fine sandy loam, C 26.1 5.5% 8 to 15 percent slopes RdA Ridgebury complex,0 to D 23.4 5.0% 3 percent slopes RdB Ridgebury complex,3 to D 0.5 0.1% 8 percent slopes uso,+ Natural Resources Web Soil Survey 11/1l2019 r Conservation Service National Cooperative Soil Survey Page 3 of 5 Hydrologic Soil Group--State of Connecticut,and Westchester County,New York Map unit symbol Map unit name Rating Acres in AOI TPercent of AOI Sm Sun loam,extremely C/D 3.6 0.8% stony SuB Sutton loam,3 to 8 BID 3.3 0.7% percent slopes Ub Udorthents,smoothed B 13.7 2.9% Uf Urban land 2.4 0.5% UhB Urban land-Charlton D 0.2 0.0% complex,3 to 8 percent slopes UhC Urban land-Charlton B 6.8 1.4% complex,8 to 15 percent slopes UIC Urban land-Charlton- 3.8 0.8% Chatfield complex, rolling,very rocky UPB Urban land-Paxton D 43.5 9.2% complex,3 to 8 percent slopes UPC Urban land-Paxton D 6.7 1.4% complex,8 to 15 percent slopes UwB Urban land-Woodbridge D 67.5 14.3% complex,3 to 8 percent slopes W Water 7.1 1.5% WdA Woodbridge loam,0 to 3 C/D 39.0 8.3% percent slopes WdB Woodbridge loam,3 to 8 CID 27.9 5.9% percent slopes Subtotals for Soil Survey Area 446.1 94.6% Totals for Area of Interest 471.4 100.0°fa uso,� Natural Resources Web Soil Survey 11/1/2019 i`i Conservation Service National Cooperative Soil Survey Page 4 of 5 • Hydrologic Soil Group—State of Connecticut,and Westchester County, New York r Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (AID, B/D, and CID). The groups are defined as follows, Group A. Soils having a high infiltration rate (low runoff potential)when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate(high runoff potential)when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D),the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method., Dominant Condition Component Percent Cutoff: None Specified Tie-break Rule: Higher usuA Natural Resources Web Soil Survey 1111/2019 Conservation Service National Cooperative Soil Survey Page 5 of 5 �C . EXISTING AND PROPOSED DRAINAGE AREA MAPS , •am s • • • LU lz t�l -WI 'yl�f��ti ��" � v %•� ��,l11����P`l�tl��+-•�'�, �Ci. e, � ,'`"1`i. Ai LN ' -• r `lt.1w���! w �� f�lw fit.. �\\,� SO •1 \ wvIL r«��y ,! • . • . RM . . S ! 4 .r DIX D . HYDROLOGIC AND HYDRAULIC CALCULATIONS EXISTING PROPOSED CONDITIONS CONDITIONS SE-o1 sP-o� E-01 sE-02 P-01 E-02 sP-02 P-02 dpE dpP Design Point Design Point S�bca Reach on Link Routing Diagram for Bind Brook Club Prepared by WSP, Printed 1/27/2020 HydroCAD®10.00-25 s/n 05285 C 2019 HydroCAD Software Solutions LLC Bind Brook Club Type !ff 24-hr 1-yrRainfafl=2.85" Prepared by WSP Printed 1/27/2020 H droCAD®10.00-25 s/n 05285 OO 2019 H droCAD Software Solutions LLC Page 2 Summary for Subcatchment sE-01: E-01 Runoff = 21 cfs @ 12.54 hrs, Volume= 3.176 af, Depth 0.68" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type III 24-hr 1-yr Rainfall=2.85" Area (ac) CN Adj Description 3.180 98 Unconnected pavement, HSG C 16.600 61 >75% Grass cover, Good, HSG B 36.620 74 >75% Grass cover, Good, HSG C 56.400 72 71 Weighted Average, UI Adjusted 53.220 94.36% Pervious Area 3.180 5.64% Impervious Area 3.180 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.1 100 0.0290 0.20 Sheet Flow, Grass: Short n= 0.150 P2= 3.45" 24.5 1,750 0.0290 1.19 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 1.1 750 0.0370 11.11 59.28 Parabolic Channel, W=4.00' D=2.00' Area=5.3 sf Perim=5.9'n= 0.024 33.7 2,600 Total Summary for Subcatchment sE-02: E-02 Runoff - 39 cfs @ 12.64 hrs, Volume= 6.291 af, Depth= 0.72" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type III 24-hr 1-yr Rainfall=2.85" Area (ac) CN Adj Description 1.740 98 Unconnected pavement, HSG C 20.700 61 >75% Grass cover, Good, HSG B 70.460 74 >75% Grass cover, Good, HSG C 11.900 80 >75% Grass cover, Good HSG D 104.800 73 72 Weighted Average, UI Adjusted 103.060 98.34% Pervious Area 1.740 1.66% Impervious Area 1.740 100.00% Unconnected Bind Brook Club Type 11124-hr 1-yr Rainfall=2.85" Prepared by WSP Printed 1/27/2020 HydroCADO 10.00-25 s/n 05285 O 2019 HydroCAD Software Solutions LLC Page 3 Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.3 100 0.0380 0.23 Sheet Flow, Grass: Short n= 0.150 P2= 3.45" 27.5 1,550 0.0180 0.94 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 5.7 4,280 0.0230 12.52 200.26 Parabolic Channel, W=8.00' D=3.00' Area=16.0 sf Perim=10.4'n= 0.024 40.5 5,930 Total Summary for Subcatchment sP-01: P-01 Runoff = 21 cfs @ 12.54 hrs, Volume= 3.176 af, Depth= 0.68" Runoff by SCS TR-20 method, UH=SCS,Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type III 24-hr 1-yr Rainfall=2.85" Area (ac) CN Adj Description 3.200 98 Unconnected pavement, HSG C 16.600 61 >75% Grass cover, Good, HSG B 36.600 74 >75% Grass cover, Good, HSG C 56.400 72 71 Weighted Average, Ul Adjusted 53.200 94.33% Pervious Area 3.200 5.67% Impervious Area 3.200 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.1 100 0.0290 0.20 Sheet Flow, Grass: Short n= 0.150 P2= 3.45" 24.5 1,750 0.0290 1.19 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 1.1 750 0.0370 11.11 59.28 Parabolic Channel, W=4.00' D=2.00' Area=5.3 sf Perim=5.9'n= 0.024 33.7 2,600 Total Summary for Subcatchment sP-02: P-02 Runoff = 39 cfs @ 12.64 hrs, Volume= 6.291 af, Depth= 0.72" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type III 24-hr 1-yr Rainfall=2.85" Bind Brook Club Type III 24-hr 9-yr Rainfall=2.85" Prepared by WSP Printed 1/27/2020 HydroCAD® 10.00-25 s/n 05285 O 2019 HydroCAD Software Solutions LLC Page 4 Area (ac) CN Adj Description 1.740 98 Unconnected pavement, HSG C 20.700 61 >75% Grass cover, Good, HSG B 70.460 74 >75% Grass cover, Good, HSG C 11.900 80 >75% Grass cover, Good, HSG D 104.800 73 72 Weighted Average, UI Adjusted 103.060 98.34% Pervious Area 1.740 1.66% Impervious Area 1,740 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) _ 7.3 100 0.0380 0.23 Sheet Flow, Grass: Short n= 0.150 P2= 3.45" 27.5 1,550 0.0180 0.94 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 5.7 4,280 0.0230 12.52 200.26 Parabolic Channel, W=8.00' D=3.00' Area=16.0 sf Perim=10.4'n= 0.024 40.5 5,930 Total Summary for Reach dpE: Design Point Inflow Area = 161.200 ac, 3.05%Impervious, Inflow Depth = 0.70" for 1-yr event Inflow = 59 cfs @ 12.60 hrs, Volume= 9.467 of Outflow = 59 cfs @ 12.60 hrs, Volume= 9.467 af, Atten= 01/q Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Summary for Reach dpP: Design Point Inflow Area = 161.200 ac, 3.06%Impervious, Inflow Depth = 0.70" for 1-yr event Inflow = 59 cfs @ 12.60 hrs, Volume= 9.467 of Outflow = 59 cfs @ 12.60 hrs, Volume= 9.467 af, Atten= 00/4 Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Bind Brook Club Type 11124-hr 10-yrRainfall=5.11" Prepared by WSP Printed 1/27/2020 HydroCAD® 10.00-25 s/n 05285 ©2019 HydroCAD Software Solutions LLC Page 5 Summary for Subcatchment sE-01; E-01 Runoff = 77 cfs @ 12.47 hrs, Volume= 10.340 af, Depth= 2.20" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type III 24-hr 10-yr Rainfall=5.1 1" Area (ac) CN Adj Description _ 3.180 98 Unconnected pavement, HSG C 16.600 61 >75% Grass cover, Good, HSG B 36.620 74 >75% Grass cover, Good, HSG C 56.400 72 71 Weighted Average, UI Adjusted 53.220 94.36% Pervious Area 3.180 5.64% Impervious Area 3.180 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.1 100 0.0290 0.20 Sheet Flow, Grass: Short n= 0.150 P2= 3.45" 24.5 1,750 0.0290 1.19 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 1.1 750 0.0370 11.11 59.28 Parabolic Channel, W=4.00' D=2.00' Area=5.3 sf Perim=5.9'n= 0.024 33.7 2,600 Total Summary for Subcatchment sE-02: E-02 Runoff = 136 cfs @ 12.56 hrs, Volume= 19.938 af, Depth= 2.28" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type III 24-hr 10-yr Rainfall=5.1 1" Area (ac) CN Adj Description 1.740 98 Unconnected pavement, HSG C 20.700 61 >75% Grass cover, Good, HSG B 70.460 74 >75% Grass cover, Good, HSG C 11.900 80 >75% Grass cover, Good, HSG D 104.800 73 72 Weighted Average, UI Adjusted 103.060 98.34% Pervious Area 1.740 1.66% Impervious Area 1.740 100.00% Unconnected Bind Brook Club Type Ill 24-hr 10-yrRainfall=5.11" Prepared by WSP Printed 1/27/2020 HydroCADO 10,00-25 s/n 05285 Q 2019 HydroCAD Software Solutions LLC Page 6 Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.3 100 0.0380 0.23 Sheet Flow, Grass: Short n= 0.150 P2= 3.45" 27.5 1,550 0.0180 0.94 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 5.7 4,280 0.0230 12.52 200.26 Parabolic Channel, W=8.00' D=3.00' Area=16.0 sf Perim=10.4'n= 0.024 40.5 5,930 Total Summary for Subcatchment sP-01: P-01 Runoff = 77 cfs @ 12.47 hrs, Volume= 10.340 af, Depth= 2.20" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type III 24-hr 10-yr Rainfall=5.11" Area (ac) CN Adj Description 3.200 98 Unconnected pavement, HSG C 16,600 61 >75% Grass cover, Good, HSG B 36.600 74 >75% Grass cover, Good, HSG C 56.400 72 71 Weighted Average, UI Adjusted 53.200 94.33% Pervious Area 3.200 5.67% Impervious Area 3.200 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) ft/ft) (ft/sec) (cfs) 8.1 100 0.0290 0.20 Sheet Flow, Grass: Short n= 0.150 P2= 3.45" 24.5 1,750 0.0290 1.19 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 1.1 750 0.0370 11.11 59.28 Parabolic Channel, W=4.00' D=2.00' Area=5.3 sf Perim=5.9'n= 0.024 33.7 2,600 Total Summary for Subcatchment sP-02: P-02 Runoff = 136 cfs @ 12.56 hrs, Volume= 19.938 af, Depth= 2.28" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type III 24-hr 10-yr Rainfall=5.11" Bind Brook Club Type 111 24-hr 10-yrRainfall=5.11" Prepared by WSP Printed 1/27/2020 HydroCADO 10.00-25 s/n 05285 O 2019 HydroCAD Software Solutions LLC Page 7 Area (ac) CN Adj Description 1.740 98 Unconnected pavement, HSG C 20.700 61 >75% Grass cover, Good, HSG B 70.460 74 >75% Grass cover, Good, HSG C 11,900 80 >75% Grass cover, Good, HSG D 104.800 73 72 Weighted Average, UI Adjusted 103.060 98,34% Pervious Area 1.740 1.66% Impervious Area 1.740 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.3 100 0.0380 0.23 Sheet Flow, Grass: Short n= 0.150 P2= 3.45" 27.5 1,550 0,0180 0.94 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 5.7 4,280 0.0230 12.52 200.26 Parabolic Channel, W=8.00' D=3.00' Area=16.0 sf Perim=10.4'n= 0.024 40.5 5,930 Total Summary for Reach dpE: Design Point Inflow Area= 161.200 ac, 3.05% Impervious, Inflow Depth = 2.25" for 10-yr event Inflow = 211 cfs @ 12.55 hrs, Volume= 30.277 of Outflow = 211 cfs @ 12.55 hrs, Volume= 30.277 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Summary for Reach dpP: Design Point Inflow Area = 161.200 ac, 3.06%Impervious, Inflow Depth = 2.25" for 10-yr event Inflow = 211 cfs @ 12.55 hrs, Volume= 30.277 of Outflow - 211 cfs @ 12.55 hrs, Volume= 30.277 af, Atten= 0% Lag= 0.0 min Routing by Star-Ind+Trans method, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Bind Brook Club Type Ill 24-hr 100-yr Rainfall=9.02" Prepared by WSP Printed 1/27/2020 HydroCAD®10.00-25 s/n 05285 ©2019 HydroCAD Software Solutions LLC Page 8 Summary for Subcatchment sE-01: E-01 Runoff = 194 cfs @ 12.47 hrs, Volume= 25.739 af, Depth= 5.48" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type III 24-hr 100-yr Rainfall=9.02" Area (ac) CN Adj Description 3.180 98 Unconnected pavement, HSG C 16.600 61 >75% Grass cover, Good, HSG B 36.620 74 >75% Grass cover, Good, HSG C 56A00 72 71 Weighted Average, UI Adjusted 53.220 94.36% Pervious Area 3.180 5.64% Impervious Area 3.180 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8A 100 0.0290 0.20 Sheet Flow, Grass: Short n= 0.150 P2= 3.45" 24.5 1,750 0.0290 1.19 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 1.1 750 0.0370 11.11 59.28 Parabolic Channel, W=4.00' D=2.00' Area=5.3 sf Perim=5.9'n= 0.024 33.7 2,600 Total Summary for Subcatchment sE-02: E-02 Runoff = 337 cfs @ 12.55 hrs, Volume= 48.907 of, Depth= 5.60" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type III 24-hr 100-yr Rainfall=9.02" Area (ac) CN Adj Description 1.740 98 Unconnected pavement, HSG C 20.700 61 >75% Grass cover, Good, HSG B 70.460 74 >75% Grass cover, Good, HSG C 11.900 80 >75% Grass cover, Good, HSG D 104.800 73 72 Weighted Average, UI Adjusted 103.060 98.34% Pervious Area 1.740 1.66% Impervious Area 1.740 100.00% Unconnected Bind Brook Club Type 111 24-hr 100-yr Rainfall=9.02" Prepared by WSP Printed 1/27/2020 HydroCADO 10.00-25 s/n 05285 C 2019 HydroCAD Software Solutions LLC Page 9 Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.3 100 0.0380 0.23 Sheet Flow, Grass: Short n= 0.150 P2= 3.45" 27.5 1,550 0.0180 0.94 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 5.7 4,280 0.0230 12.52 200.26 Parabolic Channel, W=8.00' D=3.00' Area=16.0 sf Perim=10.4'n= 0.024 40.5 5,930 Total Summary for Subcatchment sP-01: P-01 Runoff = 194 cfs @ 12.47 hrs, Volume= 25.739 af, Depth= 5.48" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type III 24-hr 100-yr Rainfall=9.02" Area(ac) CN Adj Description 3.200 98 Unconnected pavement, HSG C 16.600 61 >75% Grass cover, Good, HSG B 36.600 74 >75% Grass cover, Good, HSG C 56.400 72 71 Weighted Average, UI Adjusted 53.200 94.33% Pervious Area 3.200 5.67% Impervious Area 3.200 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.1 100 0.0290 0.20 Sheet Flow, Grass: Short n= 0.150 P2= 3.45" 24.5 1,750 0.0290 1.19 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 1.1 750 0.0370 11.11 59.28 Parabolic Channel, W=4.00' D=2.00' Area=5.3 sf Perim=5.9'n= 0.024 33.7 2,600 Total Summary for Subcatchment sP-02: P-02 Runoff = 337 cfs @ 12.55 hrs, Volume= 48.907 af, Depth= 5.60" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type III 24-hr 100-yr Rainfall=9.02" Bind Brook Club Type /// 24-hr 100-yr Rainfall=9.02" Prepared by WSP Printed 1/27/2020 HydroCADO 10.00-25 s/n 05285 ©2019 HydroCAD Software Solutions LLC Page 10 Area (ac) CN Adj Description 1.740 98 Unconnected pavement, HSG C 20.700 61 >75% Grass cover, Good, HSG 8 70.460 74 >75% Grass cover, Good, HSG C 11.900 80 >75% Grass cover, Good, HSG D 104.800 73 72 Weighted Average, UI Adjusted 103.060 98.34% Pervious Area 1.740 1.66% Impervious Area 1.740 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.3 100 0.0380 0.23 Sheet Flow, Grass: Short n= 0.150 P2= 3.45" 27.5 1,550 0.0180 0.94 Shallow Concentrated Flow, Short Grass Pasture Kv= 7,0 fps 5.7 4,280 0.0230 12.52 200.26 Parabolic Channel, W=8.00' D=3.00' Area=16.0 sf Perim=10.4'n= 0.024 40.5 5,930 Total Summary for Reach dpE: Design Point. Inflow Area = 161.200 ac, 3.05%Impervious, Inflow Depth = 5.56" for 100-yr event Inflow = 525 cfs @ 12.51 hrs, Volume= 74.645 of Outflow = 525 cfs @ 12.51 hrs, Volume= 74.645 af, Atten= 01/a Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Summary for Reach dpP: Design Point Inflow Area = 161.200 ac, 3.06% Impervious, Inflow Depth = 5.56" for 100-yr event Inflow = 525 cfs @ 12.51 hrs, Volume= 74.645 of Outflow — 525 cfs @ 12.51 hrs, Volume= 74.645 af, Atten= 0% Lag= 0.0 min Routing by Stor-Ind*Trans method, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs April 3,2020. Bruce L. Campbell, General Manager EVanS Associates The Blind Brook Club, Inc. P.O. Box 229 Environmental Consulting, Incorporated Purchase,NY 10577 RE: Stream Maintenance and Restoration Plan Narrative The Blind Brook Club Proposed Course Renovation Project Dear Mr. Campbell: In response to comments received from the Village consultants and members of the Village Planning Board during review of the Wetland Permit application, our office has prepared the attached narrative,which outlines the measures to be taken to maintain and restore"Little Blind Brook". As stated in the narrative, these measures are intended to serve as mitigation for the temporary disturbances proposed within the wetland buffer areas on the course, and will result in a mitigation ratio of slightly over 2:1. Please do not hesitate to contact me if you have any questions. I look forward toy+'" presenting this plan to the Planning Board at the upcoming meeting. Sincerely, Evans Associates Environmental Consulting,Inc Beth Evans, PWS Principal 162 Falls Road Bethany, CT 06524 Tel: 203.393.0690 Stream Maintenance/Restoration Plan Blind Brook Club Village of Rye Brook,Westchester County,New York As part of the proposed repairs and restoration of the Blind Brook Club, certain activities will occur in the wetland and watercourse buffer areas.These activities include the installation of drainage and irrigation piping totaling 18,800 square feet of temporary disturbance.As mitigation for the proposed disturbance sections of the unnamed tributary to Blind Brook(locally known as "Little Blind Brook") in the southern portion of the golf course will undergo stream bank stabilization and restoration in order to improve the functional capacity of the watercourse to control flooding and protect downstream reservoirs and watersheds.The proposed areas for maintenance/restoration activities in Little Blind Brook,where stream bank erosion and sediment accumulation are occurring, are shown on the attached figure, as well as on Drawing 1 prepared by WSP. The total proposed restoration area is approximately 39,250 square feet,which yields a mitigation ratio of slightly over 2:1. This watercourse is designated as a Class C waterbody as defined in Article 15, Protection of Waters, of the New York State Environmental Conservation Law (ECL),and is also regulated by the U.S.Army Corps of Engineers (ACCE) and the Village of Rye Brook.The proposed streambank restoration measures do not require authorization or approval from New York State Department of Environmental Conservation (NYS DEC), and are covered under Nationwide Permit#13 by the Army Corps.A wetland permit is required from the Village for the entire golf course restoration project. Restoration objectives include removal of accumulated sediments in the channel and repair of the stream banks to prevent ongoing erosion,flooding and further migration of the stream channel. These activities are considered as maintenance of an existing watercourse, and are not designed to change the routing,size or function of the stream channel. The proposed maintenance/restoration areas in the upstream segment of Little Blind Brook, highlighted in red on the attached figure,are generally within golf play areas. Restoration activities within these areas will be limited to maintain existing play conditions. Banks will be restored as necessary with mowed grass and as low-cut turf grass where the stream bisects fairways. The banks will be supported with rock where necessary. The proposed maintenance/restoration areas in the down stream segment of Little Blind Brook, highlighted in green on the attached figure, are generally outside of golf play areas. Restoration activities within these areas will be designed to remove accumulated sediments/debris that is diverting stream flow and restore bank stability by recontouring as needed, and vegetating with native plantings. Rocks will be installed as needed;especially to buttress high-flow impact banks. The following measures will be taken to restore the stream channel: • Areas of unvegetated sediment deposited in the main stream channel will be removed by hand during periods of low flow (typically July,August,and early September)and taken to soil stockpiles in the maintenance area. 1 • Areas where the stream channels have been scoured and are nearly vertical, as seen in the photograph below,will be graded to achieve a stable side slope of 3:1. Where these areas are in play(upstream segment shown in red on attached figure),the side slopes will be planted with turf grasses and maintained as part of the course. .r- to • Undercut areas of the bank where the soil and vegetation have slumped into the channel will be pulled back to provide at least a 3:1 stable side slope, and boulders will be placed to direct flow into the center of the channel. As seen in the photograph below,this treatment is necessary on the left bank, but not on the right side of the channel,where high flows can leave the channel during floods. After regrading the side slopes will be planted with appropriate native vegetation to provide anchoring of the soil. I iY 2 • Finally, areas where the stream channel has become braided, as seen in the photographs below, will be treated by removal of accumulated sediments to restore a main channel and planting of the banks to anchor the soil. If the side lopes are steeper than 3:1, minor regrading will be done to lower the slope to 3:1 or less,which will allow over-bank flooding during intense storm events. Side channels will be left in place and planted with native vegetation tolerant of periodic flooding. Two sections of the stream channel where braiding and channel widening have occurred. These processes will continue unless restoration is done. fy r • Where the banks of the stream are not in play(the downstream segment shown in green on the attached drawing),a variety of native vegetation will be used to revegetate the banks and supplement the grasses.A list of species proposed is provided below. Native vegetation plays several important roles in stream restoration. First,the roots of the vegetation hold the soils in place along the banks of the stream. In addition,water flowing through the vegetation is slowed, and sediment is often deposited outside of the channel. Finally,the vegetation provides habitat for wildlife, including pollinators, and can provide visual interest and color to the course throughout the year. Use of a combination of seed mixes and plugs for herbaceous material and live stakes or smaller containerized materials for woody shrubs is recommended to encourage rapid establishment of vegetation. All species listed are tolerant of flooding and are native to the northeast. Proposed Native Vegetation for Stream Bank Restoration at Blind Brook Club Common Name Botanical Name Sun/ Wetland Status Bloom Time Shade Cinnamon Fern Osmundo cinnamomeo All FACW N/A Chain Fern Woodwordia areolote P-S OBL N/A Sensitive Fern Onoclea sensibilis All FACW N/A Fringed Sedge Corex crinito P-S OBL N/A Spike Rush Eleocharis quadrangulate F-P OBL N/A Soft Rush Juncus effusus All FACW N/A Swamp Milkweed Asclepius incarnate F-P OBL June—October Blue Flag Iris Iris virginica F-P OBL May Cardinal Flower Lobelia cardinolis F-P FACW May-October Buttonbush Cephalanthus occidentalis F-P OBL June-August Silky Dogwood Cornus amomum F-S FACW May-June Red Twig Cornus stolonifera F-P FACW May-June Dogwood Common Physocarpus opulifolius F-S FACW Spring Ninebark Elderberry Sambucus canodensis F-P FACW July Winterberry flex verticillate All FACW June-August Serviceberry Amelanchier conandensis F-P FAC March -May Witch Hazel Homomelis virginiano F-P FACU Fall 4 n GOLF COURSE STUDY OF Stream bank repairs BLIND BROOK and mitigation CLUB Red line indicates RYE EWYORK USA =E"E"aE"'°'a MoMrA where we want to maintain "as is" with some mitigation to the stream walls and Noma support with rock where needed. Maintain as low cut turf where fairways bisect the "Little Blind Brook" green line indicates where mitigation will occur and stabilize banks with plantings and some rock for PLANS PREPARED BY stream turns and JIM URBINA steep slopes. o so ioo zoo 300 GOLF DESIGN This day NORTH SCALE i =ioo i'aaa° �\ �j�� y I!j/ ,l ) ! �-• / , ` I�I c� m\ ll I)� I i/j // ( I / l/l//(fl✓Y/i/i^ --�.� \ � I UPPER POND \ Y`l� ( /// ( WATER EL.234.8'/ /l 1!c l l f r I f I l // :e /, OJT 91 p .l / /J ,X (CLASS C) / ) I( I 1 l I L L s J y / / 3 F�A // / / (0) / J J/ 1 // •• -- ---� "7 TA E �-�'�. l ,J/ l//r..r 7�i' \�\t!,WKF N //Ili \\\\11I \ \ \ \ 1 ` \ �� r ^/ �/ /ter ll(( \ \ l l\1 = /\ BLIND BROOK /� / J \ l\\ \ \ �� ��---�----/,L) (CLASS C) /. / // \ \\ \\\\ ��1 UNNAMED TRIBUTARY / TO BLIND BROOK / Jj/ \ I11 \1 \\\ -'"` \ (CLASS C) ' ��/ /� e 1 f\ \ \\\\ \ 1 \ �� \ L I l t t \ gyp_ \ \ \ )1 // / / / r/ / \� — 1J \ '�1 \1I 1\ \)\ \<1 \ �� — /,��/ \\ II 1 \ fll \\\ \ \\ ` �``� ► �, /y///j/ / JI l /,.// \II \\\_\\ �_�---_ \ \ 11 ICI \I 1 \ II �/ II Ili \ � �� II •lll�\ \ —� . /J00 \ )I 1I \ — / / IV f _�/ ( z�Jfll / �0.�/Ji/ I �fi/� � ��• I ` I 11l —)\�-�i// f ( /l►I i \ VEGETATED // / , I!( / /. —f ( 1( \ )1 (r \ ` - \ \ f I I ,/iJ , II h/r / � r►� r , � " 1� �� I I / � � � \ I WETLANDS // 111 I/// // /,� // f/ I \�\\"1�,/(/�\ ) / /I (l/� I J (r( �\ �\ �\ \l 11 llll \1 I, \`_ _ �/ /•- ~� r / /jl /a ;�/•� \\d ®� �) \\ ��� / ►r dlI \1/1 \ �_ \ I 1 \\ / //'/ /// �.I 1/,,\\\ / 1 \c /��'� -�4"_ \ \ \1 )I I11\ \\ \� — / ///i/j® r•\` �J l\\ �\ 6�/—�� {� �/I / � / � r f ( �� �1 I /i I l II (lf (�(��// �_\\\ t/ I I tom.. \\_1I \ </ �o �� I I �• /1/) 1 JII \ 11\\\\` \` �� /� //�// \ f��� _ � ^\\y,� �/ \ � \ .01 \III (/� t\ \ / / .� � /�� / f�///•1•)1 I / �-�.��r/�/ J !v ) I(/ /r/��\\ I J r \ )\ // r f 1 11111 11 I /i i � �..-., � �\\ \� `�``=_ �—_ — „— i// r//v �_ I / / I� \ �/ / .`�;', ;� / J/ r / � � � ' III �I I I► 1�-////���\ / ,�//// 11 I I 1 / �., � 11 11�/r-.J ( Ills ®- r N, �► — \ EGETATED <1 \ / ® i l r WETLAND \ ,\zz�l It\\\ \1 \l\ \\ \ \\ l l / l / / \\ \ \\ \ r J I \ I I \� � ! I` \ \\ \ �' \ Ex \off �--•— `r �� .� � �--'� � .� \�-��` ''�.�J Y L �//I \ UNNAMED TRIBUTARY // I /� \\\` I ♦( �( (�/J \�� _ l/--� � ( � \I \\) � 7 \ r< _ �1-\- I \ �� \ � � � / �. / \ I\� TO BLIND BROOK ?J / \\ \ 1 (O i\ / (CLASS C) I ` I \\ )/\/\llll I\\1 �% �jl \ ) / / �, — \ �—` — •�\ \�_//1/ \�—�rlfnn \ ( I )Ir/ / /\L LOWER POND l/ lll) 11\1 �1 ., /1/ Ill i \\--— \ - \ f/ �%�i/ \ /v 1 WATER EL.210.0' \\� \� I l�/ / (CLASS C) I(l/%i /// ( � ` `��J�If` l /r1 1/t) \ ) ����' •)I tj (I/�j/ o� //� / J 1/Sl � 1 1•1 11 /�, / � �� �= / l I / / / 1 / \�/ 0� / I I / / _ � 11/ ) l I1 lid J//r `\ �/I ) -r /// %/ / c /// —/ — -;/\\ ,1 \ \ 1 / ON \`\ / �=`� / POND / /II �- )r\NI J ( I ��f/ '.��/ � \) (�� �� -! �-�/ )�i A" / Ax 15 /1 �-� AI// /�%� �i�/./_/.'-- •-�•11r��/''— \��'/ J f^'\\��1 l\\—f J/^'%—'�i�i'/'f''� \\ � `"r 1'`'-, _�� •1 \ 1 fr-•�� I flll IT"I 1 � \ 1`� 1 -JJ ° / WOOD GAME UNNAMED TRIBUTARY �d/ / // // 1 // / / r / I�0/ I / I)// /Jr r //I\\ 1 f 1 /� \ �< ,� \-� � �.� /rf I I I1 � ,, r �-� T /i// l/I / 1 I / ro � \ TO BLIND BROOK /// i y/ / ) ) ..�� J (� /\ \\\\�\ \ _ l 1 r r I\ I. )I (CLASS C) lol I °fl9 \ UNNAMED TRIBUTAR \ / TO BLIND BROOK - ' UNNAMED TRIBUTARY PLAN (CLASS C) TO BLIND BROOK (CLASS C) SCALE 1"=150'-0' SCALE 150 0 150 300 FEET LEGEND REFERENCE PROPOSED IRRIGATION SYSTEM PROVIDED BY GOLF WATER PLAN s-- - - SILT FENCE IN-PLAY STREAM SEGMENT.REMOVE "AUTOMATED IRRIGATION SYSTEM"DATED JUNE 18 2019 AND REVISED NOVEMBER 8 2019 ACCUMULATED DEBRIS/SEDIMENT WHERE ------------- LAYDOWN/STAGING AREA DIVERTING STREAM FLOW.MAINTAIN"AS NO. DATE REVISIONS APPROVED IS",WITH LIMITED MAINTENANCE AS STREAM MAINTENANCE PLAN 1 EXISTING FAIRWAYS NECESSARY TO REPAIR STREAM BANKS. LITTLE BLIND BROOK MAINTAIN STREAM BANKS AS MOWED EXISTING GREENS GRASS AND AS LOW-CUT TURF WHERE PREPARED FOR BISECT FAIRWAYS.SUPPORT WITH ROCK BLIND BROOK CLUB - - - - - - - - - - - - WATERCOURSE/STREAM/SHORELINE WHERE NEEDED LOCATED IN THE GREENS=8G VEGETATED WETLAND OUT-OF-PLAY STREAM SEGMENT.REMOVE VILLAGE OF RYE BROOK,WESTCHESTER COUNTY,NEW YORK FAIRWAYS=8F ACCUMULATED DEBRIS/SEDIMENT WHERE ----------------- 100'VEGETATED WETLAND BUFFER DIVERTING STREAM FLOW.STABILIZE TEES=8T ERODED STREAM BANKS BY MINIMAL WARNING PRACTICE GREENS=G VEGETATED WETLANDS RECONTOURING WHERE NEEDED AND IT IS A VIOLATION OF SECTION 7209(2)OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON,UNLESS ACTING WSP USA INC. PRACTICE TEES=T UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER OR ADD TO THIS DRAWING.ANY _1 " 555 PLEASANTVILLE ROAD NATURAL.LOW MAINTENANCE PLANTINGS. ALTERATIONS SHALL BE SEALED BY THE ALTERING ENGINEER AND HAVE THE NOTATION"ALTERED BY"FOLLOWED BY HIS L SOUTH BUILDING DRAWING-1 AREAS OF STREAM BANK EROSION AND USE ROCK AS NEEDED,ESPECIALLY TO SIGNATURE AND THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. P.O BOX 2650 SHEET 1 O F 1 SEDIMENT ACCUMULATION BUTTRESS HIGH-FLOW IMPACT BANKS DRAWN RAC CHECKED BY RG 04 02/20 DENNIS M.MOSTOWY JR.,P.E. BRIARCLIFF MANOR NY 10510 CAD FILE 31402026-1 NEW YORK STATE LICENSED (914)747-1120 DATE 04102/20 APPROVED BY DMM 04/02/20 NUMBER PROFESSIONAL ENGINEER n wp ayau o pc February 28,2020 Bruce L. Campbell, General Manager 1 The Blind Brook Club,Inc. P.O. Box229 Associates Purchase NY 10577 FUnS ' Environmental Consulting, Incorporated RE: Functional Assessment of Wetlands and Watercourses The Blind Brook Club Proposed Course Renovation Project Dear Mr. Campbell: In response to comments received from the Village consultants and members of the Village Planning Board and Village Board of Trustees,this letter report is intended to provide greater detail regarding the functions served by the regulated wetlands and watercourses on the Club property.The Village regulates wetlands and watercourses under Chapter 245 of the Village Code,and section 245-1.A(1)(a)through(1)identifies the multiple functions which these resources may provide. Since the Blind Brook Club property has been maintained as a golf course for many years,not all the potential functions are realized on this site. However,the areas of wetland and the watercourses on this site do provide important hydrologic functions,which include protection of surface and ground water resources,control of flooding and stormwater runoff, filtering of surface water pollutants,and protection of downstream reservoirs and watersheds. The proposed course renovation project will result in temporary impacts to the regulated areas for installation of new drainage and irrigation piping to replace the existing NEW systems. As seen in the photograph below(taken 9-13-2019),the existing drainage system discharges directly into the watercourses on the site.Under the proposed a.ill".�•. �6 I:ix .tw. n/•�' 162 Falls Road Bethany, CT 06524 Tel: 203.393.0690 Blind Brook Club February 28,2020 Page 2 condition,all discharge points for the drainage pipes will have outlet protection to avoid impact(scour or erosion)to the stream banks,and the overall drainage patterns on the course will be restored. Of more concern from a water quality perspective is the ongoing bank erosion and undercutting within the watercourse channel which is likely caused by the increasingly frequent intense rainfall events that have impacted the region. This ongoing deterioration of the channel results in sediment transport and channel migration downstream,as seen in the photograph below,taken 9-13-2019 near the southern property border. r The proposed course renovation includes restoration of the stream through removal of accumulated sediments and making repairs to the stream banks to prevent erosion, flooding and further migration of the stream channel. These activities are considered as maintenance of an existing watercourse,and are not designed to change the routing, size or function of the stream channel. Undercut areas of the bank will be pulled back to provide at least a 3:1 stable side slope that will be planted with appropriate vegetation to provide anchoring of the soil. Where eroded soils have accumulated in the channel,that soil will utilized to restore the banks or used elsewhere on site. Large boulders may be placed downstream of culverts along the banks to deflect flows to the center of the channel. The temporary nature of the proposed disturbance within the regulated wetland and watercourses on the site will ensure that potential impacts have been minimized and Blind Brook Club February 28, 2020 Page 3 avoided to the maximum extent possible, Further,the restoration of the deteriorated stream channel running through the site will enhance the functional capacity of the watercourse to control flooding and protect downstream reservoirs and watersheds. Please do not hesitate to contact me if you have any questions. Sincerely, Evans Associates Environmental Consulting,Inc. ��t- T' Beth Evans,PWS Principal Cc: Rob Good Jr., WSP USA NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 3 21 South Putt Corners Road,New Paltz,NY 12561-1620 NEW YORK Department of P:(845)256-3054 1 F:(845)255-4659 STATE OF www.dec.ny.gov OPPORTUNITY Environmental Conservation August 10, 2021 Bruce Campbell, VIA EMAIL ONLY Blind Brook Club Re: Blind Brook Club —Water Withdrawal Non-Public � Lr� EWE D DEC Application ID: 3-5599-00077/00002 WWA Number: 11,979 AUG 10 2021 V. Rye Brook, Westchester County PERMIT ISSUANCE VILLAGE OF RYE BROOK BUILDING DEPARTMENT Dear Mr. Campbell, The New York State Department of Environmental Conservation (DEC or Department) has reviewed the application submitted on your behalf by WSP for renewal of Blind Brook Club's permit pursuant to Article 15, Title 15, Water Withdrawal — Public (WWP). A renewed permit has been issued. Blind Brook Club was issued a permit 03/28/2016 in accordance with the initial permit process in 6 NYCRR Part 601.7. This initial permit was for the facility capacity of 1,000 gallons per minute of water from Blind Brook. In addition to the renewal, WSP submitted an application on behalf of the Club for modification of the existing permit to a maximum rate of 1,500 gallons per minute (GPM) and a 400,000 gallon per day (GPD) withdrawal from the Irrigation Pond. This application is incomplete as of January 4, 2021, although it is the Department's understanding that the 1,500 GPM pumps have already been installed without permit in violation of Part 601. The incompleteness is due to outstanding issues regarding the State Environmental Quality Review and other permit jurisdictions pursuant to Uniform Procedures. The Department has issued the Blind Brook Country Club water withdrawal non-public permit renewal. The permitted withdrawal from Blind Brook (Class C) has been reduced from 1,000 GPM (1,440,000 GPD) to 350,000 GPD based on past reporting history and in accordance with 6 NYCRR Part 601.11(c)(5). A one year permit term has been given to allow the applicant to address the unpermitted capacity through the modification application process. During the permit modification process, the individual source capacity will be raised from 1,000 GPM to 1,500 GPM to reflect the current water withdrawal system. Please note that if Blind Brook Country Club still wishes to increase permitted withdrawals from 350,000 GPD (existing conditions) to 400,000 GPD, the Department will need to Z7JNEW YORK Department of oPvoawnnr Environmental Conservation Page 1 of 2 Re: Blind Brook Club—Water Withdrawal Non-Public DEC Application ID: 3-5599-00077/00002 WWA Number: 11,979 V. Rye Brook, Westchester County PERMIT ISSUANCE analyze the proposed withdrawal for the necessity of passby flows or mandatory releases from the dam in accordance with TOGS 1.3.12. Technical comments on the modification application will be provided in the near future. If you have any questions regarding the reduced daily taking, please contact John Hock, NYS DEC Division of Water, Albany. Full technical comments on the modification will be forthcoming from Vijay Gandhi, NYS DEC Division of Water, Region 3. If you have questions on the UPA or SEQR process please feel free to contact me by the email at rebecca.crist(o-)dec.ny.gov. Sincerely, sae '�; Cam_ Rebecca Crist Deputy Regional Permit Administrator ecc: Michael V. Kapareiko, PG, LEP, WSP Village of Rye Brook John Hock, NYSDEC Division of Water, Albany Vijay Gandhi, NYSDEC Division of Water, Region 3 Page 2 of 2 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL.CONSERVATION Facility DEC ID 3-5599-00077 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: THE BLIND BROOK CLUB INC BLIND BROOK CLUB INC PO BOX 229 980 ANDERSON HILL RD PURCHASE,NY 10577 RYE BROOK,NY 10573 Facility Location: In MULTIPLE TOWNS in WESTCHESTER COUNTY Facility Principal Reference Point: NYTM-E: 610.494 NYTM-N: 4543.995 Latitude: 41°02'22.9" Longitude: 73°41'07.5" Authorized Activity: This permit authorizes the withdrawal of up to 350,000 gallons per day(gpd)of water for golf course irrigation at the Blind Brook Country Club in accordance with the terms and conditions of this permit. Permit Authorizations Water Withdrawal Non-public-Under Article 15, Title 15 Permit ID 3-5599-00077/00002 (WWA No. 11,979) Renewal Effective Date: 8/10/2021 Expiration Date: 8/9/2022 NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator:REBECCA S CRIST, Deputy Regional Permit Administrator Address: NYSDEC Region 3 Headquarters 21 S Putt Corners Rd New Paltz,NY 12561 Authorized Signature: A,4ec c-a, ! ' CAz Date 08/ 10 /2021 Distribution List Bruce Campbell,Blind Brook Club Michael V. Kapareiko, PG, LEP, WSP Village of Rye Brook John Hock,NYSDEC Division of Water,Albany Vijay Gandhi,NYSDEC Division of Water, Region 3 Page 1 of 5 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 3-5599-00077 Permit Components WATER WITHDRAWAL NON-PUBLIC PERMIT CONDITIONS GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS WATER WITHDRAWAL NON-PUBLIC PERMIT CONDITIONS 1. Source Approval Table This table summarizes all system source approvals: Individual Well Field or Source Past Source Maximum Permitted of Water Supply Status WWA Capacities Well Field or Supply Number of Water(gpd) (gpm) Blind Brook/Irrigation Active - 1,000 350,000 GPD Pond Total Approved 350,000 GPD Note: Supplemental water purchased from SUEZ not included in permitted total. 2. Permit Expiration and Renewal Any permittee who intends to continue to operate a water withdrawal system beyond the period of time covered in the applicable water withdrawal permit must apply for a renewal of the permit at least 30 days prior to its expiration. 3. Transfer of Ownership of Water Withdrawal Systems Unless otherwise specified in this permit, a new water withdrawal permit application is required for the acquisition or condemnation of the approved water withdrawal system. 4. Approval of Completed Works from NYS P.E. Any new works constructed or modified pursuant to this water withdrawal permit shall be constructed under the general supervision of a person licensed to practice engineering in this state(professional engineer). Upon completion of construction and pre- operational testing, such works may not commence final operation until the professional engineer first certifies in writing to the Department that the works have been constructed in accordance with the issued permit. 5. Meter All Sources The permittee must install and maintain meters or other appropriate measuring devices on all sources of supply used in the system. Source master meters or measuring devices are to be read, and records kept of those readings, on at least a weekly basis. The permittee must maintain records of water withdrawn and consumptive use for each calendar year. Page 2 of 5 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION eb Facility DEC ID 3-5599-00077 6. Source Meter Calibration All source meters or measuring devices shall be calibrated for accuracy at least once each year. 7. Permittee Must Maintain Records The permittee must retain records of production and consumption, reports of audit results, and summaries of leaks detected and repaired for at least ten years. The permittee must provide copies of such of these records,reports, and summaries as might be requested in writing by the Department within one month of receiving such a request. 8. Conduct Water Audits At least once annually,the permittee must conduct a system-wide water audit that utilizes metered water production and consumption data to determine unaccounted-for water. 9. Leak Detection and Repair The permittee must develop and implement a leak detection and repair program using visual inspection of above ground piping and fittings and sonic detection equipment, meter-to-meter readings reconciliation or other methods acceptable to the Department for the inspection of the facility's underground piping in a systematic fashion. Leaking pipes and fittings shall be repaired in a timely manner. 10. Annual Water Withdrawal Reports The permittee must submit a Water Withdrawal Reporting Form to the Department's Division of Water,Albany,NY by March 31st of each year. The form is available on the Department's website and includes information regarding approved sources of water supply, source capacities, average and maximum day water use data and water conservation and efficiencies employed during the past calendar year. GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions,must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the pen-nit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of Page 3 of 5 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION In Facility DEC ID 3-5599-00077 applications for permit renewal,modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 3 headquarters 21 S Putt Corners Rd New Paltz,NY12561 4. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 5. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions,or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities,and such persons shall be subject to the same Page 4 of 5 . NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Ab Facility DEC ID 3-5599-00077 sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Item E: SEQR Type II Action, Renewal Under the State Environmental Quality Review Act (SEQR),the Department of Environmental Conservation has determined that this permit is a renewal where there will be no material change in permit conditions or the scope of permitted activities and is therefore a Type II Action and not subject to further procedures under this law. Page 5 of 5 On a motion made by Trustee Epstein and seconded by Trustee Fischer,the following resolution was adopted. RESOLUTION CONSIDERING AN APPLICATION FOR A SITE PLAN AMENDMENT AT 980 ANDERSON HILL ROAD FOR THE BLIND BROOK CLUB WHEREAS, the Board of Trustees is in receipt of an application by The Blind Brook Club, Inc., property owner, for approval of an amended site plan, wetlands permit and steep slopes permit for the reworking of the fairways and greens,upgrades to the irrigation and drainage systems,the development of groundwater sources for irrigation to reduce reliance on public water, and additions to the clubhouse's patio and terrace for property located at 980 Anderson Hill Road, designated as Parcel ID 129.58-1-1 on the Town of Rye Tax Map and located in the R-35 Zoning District and Scenic Roads Overlay District;and WHEREAS,the Board of Trustees is the Approval Authority for the application in accordance with Section 209- I(A)(1)of the Village Code;and WHEREAS, the Village Board of Trustees has received and reviewed the information submitted by the Applicant in connection with the application,as follows: I. Full Environmental Assessment Form dated 11/26/19 and EAF Mapper Summary Report dated 1/31/20; 2. Cover letter to the Board of Trustees prepared by Cuddy and Feder,LLP,dated 3/5/20; 3. Zoning Analysis prepared by Michael J.Izzo,Building&Fire Inspector,dated 1214/19; 4. Aerial photos of the golf course layout from 2000 and 2018; 5. Exterior Building Permit Application; 6. Application for Site Plan Approval; 7. Site Plan Submittal Review Checklist; 8. Stormwater Management Control Permit Application; 9. Wetlands Permit Application; 10. Tree Removal Permit Application; 11. Preliminary Assessment of Wetlands and Watercourses,prepared by Evans Associates,dated 10/23/19; 12. Functional Assessment of Wetlands and Watercourses,prepared by Evans Associates,dated 2/28,2020; 13. Stormwater Pollution Prevention Plan prepared by WSP USA,dated March 2020; 14. A Drainage Summary Report prepared by Ahneman Kirby dated 1/15/20; 15, A Tree Inventory dated October 2019 prepared by Patrick Laidman,Arborist; 16. A Tree Planting List dated 2020 17. Topographic Survey(9 sheets),prepared by Ahneman Kirby LLC dated 11/21/19; 18. Engineer's Plans,generally entitled,"Blind Brook Club Drainage Improvements,"prepared by WSP USA,Inc.: Sheet Number Sheet Title Dated Sheet 1 of 18 Title Sheet rev.2/21/20 Sheet 2 of 18 Abbreviations,Legend and General rev.2/21/20 Sheet 3 of 18 General Notes rev.2/21/20 Sheet 4 of 18 Existing Site Plan and Key Map rev.2/21120 Sheet 5 of 18 Proposed Site Plan rev.2/21/20 Sheet 6 of 18 Proposed Plan Sheet I of 9 rev.2/21/20 Sheet 7 of 18 Proposed Plan Sheet 2 of 9 rev.2/21/20 Sheet 8 of 18 Proposed Plan Sheet 3 of 9 rev.2/21/20 Sheet 9 of 18 Proposed Plan Sheet 4 of 9 rev.2121/20 Sheet 10 of 18 Proposed Plan Sheet 5 of 9 rev.2/21/20 Sheet 11 of 18 Proposed Plan Sheet 6 of 9 rev.2/21/20 Sheet 12 of 18 Proposed Plan Sheet 7 of 9 rev.2/21/20 Sheet 13 of 18 Proposed Plan Sheet 8 of 9 rev.2121120 Sheet 14 of 18 Proposed Plan Sheet 9 of 9 rev.2/21/20 Sheet 15 of 18 Typical Drainage Details rev.2/21/20 Sheet 16 of 18 Erosion&Sediment Notes&Details rev.2121/20 Sheet 17 of 18 Erosion&Sediment Notes&Details rev.2/21/20 Sheet 18 of 18 Proposed Site Plan rev.2/21/20 19. A set of Engineer's and Architect's Plans,generally entitled,"New Pumphouse and Clubhouse Addition,"prepared by Rogers McCagg and Almeman Kirby: Sheet Number Sheet Title Dated � I GL0 Coversheet 11/21/19 SP-3 Proposed Site Plan rev. 1/15/20 ALOOPH Proposed Construction Plans rev. 1/31/20 A2.00PH Proposed Construction Plans 11/21/19 A3.00PH Proposed Building Sections, Wall Section, and Details rev. 1/31/20 A9.00PH Photos&3D Views rev. 1/31120 ALOOCH Proposed Basement Plan 11/21/19 ALO1CH Proposed Ground Floor Plan 11/21/19 A1.02CH Proposed Second Floor Plan 11/21/19 A1.03CH Proposed Roof Plan 11/21/19 A2.000H Proposed Exterior Elevations rev. 1/31/20 A2.01CH Proposed Exterior Elevations 11/21/19 A9.00CH Existing Photos 11/21/19 A9.01CH 3D Views 11/21/19;and WHEREAS,the Board of Trustees referred the application for a proposed site plan amendment to the Planning Board for report and recommendation and the Board of Trustees is in receipt of a report and recommendation from the Planning Board dated February 13,2020;and WHEREAS,the Board of Trustees circulated Notice of Intent to Declare itself Lead Agency pursuant to the State Environmental Quality Review Act(SEQRA)on February 24,2020 and has received no objections;and WHEREAS, the subject application was referred to the Westchester County Department of Planning and a response was received dated March 10,2020;and WHEREAS,notice of the public hearing was transmitted to the Clerk of the Town/Village of Harrison;and WHEREAS, on March 10, 2020 the Board of Trustees opened a public hearing on the subject application, at which time all persons interested were given an opportunity to speak on behalf of or in opposition to said application and the public hearing was closed on March 24,2020;and WHEREAS,the Board of Trustees reviewed the Report and Recommendations of the Village Planning Board, and comments the Village Planning Consultant,Village Engineering Consultant and Village Staff,and WHEREAS, the Board of Trustees has considered the Scenic Roads Overlay District standards set forth in Village Code§250-7.F(6),particularly in relation to the proposed installation of piping within the 35-ft vegetative buffer area for which the Applicant has represented that generally the installation trenches will be opened and closed the same day,the sod will be put back in place,and post development contours will be consistent with predevelopment contours in this area of the Anderson Hill Road Scenic Roads Overlay District;and WHEREAS,the Board of Trustees has considered the site development plan standards set forth in Chapter 209 of the Village Code;and WHEREAS,the Board of Trustees is familiar with the site and all aspects of the project. NOW, THEREFORE, BE IT RESOLVED,that the Village of Rye Brook Board of Trustees hereby declares itself Lead Agency and determines that the Project will not result in any significant adverse environmental impacts based upon the information stated in the EAF and supplemental information,and hereby adopts the annexed Negative Declaration for the reasons set forth therein. BE IT FURTHER RESOLVED, the subject application for approval of an amended site plan for the reworking of the fairways and greens,upgrades to the irrigation and drainage systems,the development of groundwater sources for irrigation to reduce reliance on public water,and additions to the clubhouse's patio and terrace for property located at 980 Anderson Hill Road,is hereby approved,subject to the following conditions: I. Prior to the issuance of a Building Permit,the Applicant shall obtain approval of a Wetland Permit and Steep Slopes Permit from the Village Planning Board. 2. Prior to the issuance of a Building Permit,the Applicant shall obtain all necessary outside agency approvals including permits from NYSDEC and Westchester County Department of Public Works and"Transportation. 3. Prior to the issuance of a Building Permit,the Tree Planting List shall be revised to a variety of sizes to the satisfaction of the Village Arborist. 4. The Village Board finds that the full restoration of all trees proposed to be removed pursuant to Chapter 235 of the Village Code is not practical due to the use of the Property as a golf course,even though the Property could physically accommodate the required replacement trees. Accordingly,in lieu of planting all required replacement trees,prior to the issuance of a Building Permit the Applicant shall submit payment to the Village to be deposited in the Village Street Tree Fund in an amount determined by the Village Engineer/Superintendent of Public Works pursuant to Chapter 235 of the Village Code based on the License and Fee Schedule of the Village of Rye Brook for the 41 required replacement trees that will not be planted on the Property. 5. Prior to the issuance of a Building Permit,a Planting Plan for the revegetation of the unnamed tributary of the Blind Brook shall be submitted to the satisfaction of the Village Planner and Village Engineer/Superintendent of Public Works. 6. Prior to the issuance of a Building Permit,calculations shall be provided for the sizing of the infiltration system that is proposed for the new pump house. 7. Prior to the issuance of a Building Permit,the following conditions shall be fulfilled to the satisfaction of the Village Engineer/Superintendent of Public Works in consultation with the Village Consulting Engineer: a. Percolation tests shall be performed by the Applicant to support the proposed use of a drywell.The tests must be done in conformance with the"Stormwater Management, Westchester County,NY,Best Management Practices Manual Series,"or other accepted method. Notification must be made to the Village Building Department or the office of the Village Consulting Engineer(Dolph Rotfeld Engineering,an Al Engineers Company—(914) 631-8600)for inspection. Test logs must be submitted for review demonstrating conformance with methodology used(24-hour soak,uniform percolation rates,proper depth). The locations of the percolation tests must be shown on the plan.Per Westchester County BMP,percolation tests must be perfonned at a depth of 6"below the bottom of each proposed infiltration practice.Percolation tests must be performed even if no percolation volume is considered. b. Wherever infiltration practices are proposed test pits must be performed to confirm soil type and to determine the elevation of ledge rock and groundwater conditions(minimum 2 feet below infiltration;practices).Test pit locations must be down on the plan. If the minimum 2- foot separation is not possible,alternative methods to infiltration must be considered. Notification must be made to the Village Building Department or the office of the Village Consulting Engineer(Dolph Rotfeld Engineering,an Al Engineers Company—(914)631- 8600)for inspection. 8. Prior to the commencement of any work within the Little Blind Brook,an erosion and sediment control plan shall be submitted and a preconstruction meeting shall be held in which the scope of work is discussed,including: a. Exact locations of work areas in the Brook b. Erosion control practices to be deployed for each work area c. Contractor's means and methods(including but not limited to equipment and site access) d. Scheduling and sequencing of disturbance adhering to the design engineer's plan of"working upstream to downstream,"and"[restoring each reach]before initiating work in subsequent downstream reaches" e. Destination for material that is removed from each disturbed reach of the Brook. The preconstruction meeting shall include a representative of the Blind Brook Club,the contractor,the design engineer,and a representative from the Village Building and/or Engineering Departments. 9. During the course of work in the Little Blind Brook,the quantity of material recovered from the Little Blind Brook shall be periodically reported to the Village at intervals to be specified by the Village Engineer/Superintendent of Public Works to confirm compliance with the design engineer's plan and estimate of less than 60 cubic yards. 10.As agreed by the Applicant,one year following the completion of the improvements,the Applicant shall provide reasonable notice of and hold a meeting for the owners of properties on both sides of Country Ridge Road within 250 feet of the south side of the Blind Brook Club property and those properties on the west side of Country Ridge Road along the Blind Brook extending southward to and including Parcel ID 129.82-1-23,and shall make good faith and best efforts to address concerns of the neighbors,if any,resulting from the improvements at the Blind Brook Club approved pursuant to this resolution. BE IT FURTHER RESOLVED,that if said conditions are not fully complied with this resolution approving an amended site development plan,described above,shall become null and void. BE IT FURTHER RESOLVED, that no permits shall be issued until the Applicant has paid to the Village all applicable fees and professional review fees incurred in connection with review of this Application. TRUSTEE EPSTEIN AYE TRUSTEE FISCHER AYE TRUSTEE HEISER AYE TRUSTEE KLEIN AYE MAYOR ROSENBERG AYE State of New York County of Westchester ss: Village of Rye Brook I hereby certify that this is the Resolution adopted by the Board of Trustees of the Village of Rye Brook which was duly passed by said Board on March 24,2020 IN WITNESS WHEREOF,I have hereunto set my hand and affixed the Seal of the Village of Rye Brook, this 1 Oth day of April,2020 villoge Clerk April 9, 2020—APPROVED 6-0 RESOLUTION GRANTING WETLAND PERMIT AND STEEP SLOPES PERMIT APPROVALS FOR PROPERTY LOCATED AT 980 ANDERSON HILL ROAD FOR THE BLIND BROOK CLUB VILLAGE OF RYE BROOK PLANNINGAQARD WHEREAS, The Blind Brook Club, Inc. ("Applicant") submitted an application for approval of a Wetland Permit and a Steep Slopes Permit for the reworking of the fairways and greens, upgrades to the irrigation and drainage systems, the development of groundwater sources for irrigation to reduce reliance on public water, and construction of a new pump house building (the "Project"), as the owner of certain property located in the Village of Rye Brook ("Village") commonly known as 980 Anderson Hill Road ("Subject Property") and shown on the tax assessment map as Parcel ID 129.58-1-1 on the Town of Rye Tax Map and located in the R-35 Zoning District and Scenic Roads Overlay District; and WHEREAS, the Property consists of 163.2 acres and is developed with a golf course, club house, maintenance building,parking areas,and minor accessory structures; and WHEREAS, the Village Board of Trustees is the Approval Authority for the associated Amended Site Plan application in accordance with Section 209-1.A(1) of the Village Code and the Planning Board is the Approval Authority for the Wetland Permit and Steep Slopes Permit applications pursuant to Chapters 213 and 245 of the Village Code; and WHEREAS, the Planning Board has received and reviewed the following plans and application materials: 1. Full Environmental Assessment Form dated 11/26/19 and EAF Mapper Summary Report dated 1/31/20; 2. Cover letter to the Board of Trustees prepared by Cuddy and Feder,LLP, dated 3/5/20; 3. Zoning Analysis prepared by Michael J. Izzo,Building& Fire Inspector, dated 12/4/19; 4. Aerial photos of the golf course layout from 2000 and 2018; 5. Exterior Building Permit Application; 6. Application for Site Plan Approval; 7. Site Plan Submittal Review Checklist, 8. Stormwater Management Control Permit Application; 9. Wetlands Permit Application; 10. Tree Removal Permit Application; 131310817070900 4114120 11. Preliminary Assessment of Wetlands and Watercourses,prepared by Evans Associates, dated 10/23/19; 12. Functional Assessment of Wetlands and Watercourses,prepared by Evans Associates, dated 2/28/20; 13. Stream Maintenance and Restoration Plan Narrative,prepared by Evans Associates, dated 4/3/20; 14. Stormwater Pollution Prevention Plan prepared by WSP USA, dated March 2020; 15. A Drainage Summary Report prepared by Ahneman Kirby dated 1/15/20; 16. A Tree Inventory dated October 2019 prepared by Patrick Laidman,Arborist; 17. A Tree Planting List dated 2020 18. Topographic Survey (9 sheets), prepared by Ahneman Kirby LLC dated 11/21/19; 19. Engineer's Plans,generally entitled, "Blind Brook Club Drainage Improvements," prepared by WSP USA, Inc.: Sheet Number Sheet Tie Dated Sheet 1 of 18 Title Sheet rev. 2/21/20 Sheet 2 of 18 Abbreviations, Legend and General rev. 2/21/20 Sheet 3 of 18 General Notes rev. 2/21/20 Sheet 4 of 18 Existing Site Plan and Key Map rev. 2/21/20 Sheet 5 of 18 Proposed Site Plan rev. 2/21/20 Sheet 6 of 18 Proposed Plan Sheet 1 of 9 rev. 2/21/20 Sheet 7 of 18 Proposed Plan Sheet 2 of 9 rev. 2/21/20 Sheet 8 of 18 Proposed Plan Sheet 3 of 9 rev. 2/21/20 Sheet 9 of 18 Proposed Plan Sheet 4 of 9 rev. 2/21/20 Sheet 10 of 18 Proposed Plan Sheet S of 9 rev. 2/21/20 Sheet 11 of 18 Pmposed Plan Sheet 6 of 9 rev. 2/21/20 Sheet 12 of 18 Proposed Plan Sheet 7 of 9 rev. 2/21/20 Sheet 13 of 18 Proposed Plan Sheet 8 of 9 rev. 2/21/20 Sheet 14 of 18 Proposed Plan Sheet 9 of 9 rev. 2/21/20 Sheet 15 of 18 Typical Drainage Details rev. 2/21/20 Sheet 16 of 18 Erosion &Sediment Notes &Details rev. 2/21/20 Sheet 17 of 18 Erosion &Sediment Notes &Details rev. 2/21/20 Sheet 18 of 18 Proposed Site Plan rev. 2/21/20 Sheet 1 or 1 Stream Maintenance Plan 4/2/20 20. A set of Engineer's and Architect's Plans,generally entitled, "New Pumphouse and Clubhouse Addition," prepared by Rogers McCagg and Ahneman Kirby: Sheet Number Sheet Title Dated GLO Coversheet 11/21/19 SP-3 Proposed Site Plan rev. 1/15/20 A1.00PH Proposed Construction Plans rev. 1/31/20 A2.00PH Proposed Construction Plans 11/21/19 A3.00PH Proposed Building Sections, Wall Section, and Details rev. 1/31/20 1313/08/707040v1 4114120 A9.00PH Photos &3D Views rev. 1/31/20 ALOOCH Proposed Basement Plan 11/21/19 A 1.01 CH Proposed Gmund Floor Plan 11/21/19 A 1.02CH Proposed Second Floor Plan 11/21/19 A1.03CH Proposed Roof Plan 11/21/19 A2.000H Proposed Exterior Elevations rev. 1/31/20 A2.01 CH Pmposed Exterior Elevations 11/21/19 A9.000H Existing Photos 11/21/19 A9.01CH 3D Views 11/21/19 21. A plan entitled, "A Golf Course of Blind Brook Club," dated September 2018, prepared by Jim Urbina Golf Design; and WHEREAS, the Village Planning Consultant, Village Engineering Consultant, Village Staff and the Planning Board reviewed the information, submitted comments regarding the Wetland Permit and Steep Slopes Permit and made recommendations regarding wetland buffer disturbance and wetland and steep slope mitigation;and WHEREAS, on February 13, 2020, the Planning Board opened a public hearing on the subject application and all persons interested were given an opportunity to speak on behalf of or in opposition to said application, and the Planning Board closed the public hearing on April 9, 2020;and WHEREAS, on March 24, 2020 the Board of Trustees, as Lead Agency pursuant to State Environmental Quality Review Act ("SEQRA") adopted a Negative Declaration finding that the Project will not result in any significant adverse environmental impacts based upon the information stated in the EAF and supplemental information;and WHEREAS, on March 24, 2020 the Board of Trustees granted Amended Site Plan approval for the reworking of the fairways and greens, upgrades to the irrigation and drainage systems, the development of groundwater sources for irrigation to reduce reliance on public water, and additions to the clubhouse's patio and terrace; and WHEREAS, the total area of disturbance proposed within the wetland buffer is 18,800 square feet necessitating a total mitigation area of 37,600 square feet pursuant to Village Code 5245-9.A(3) which requires mitigation of buffer disturbance at a ratio of at least two to one, and the Applicant is proposing to restore 39,250 square feet of eroded streambank as mitigation; WHEREAS, the Wetland Mitigation Plan submitted by the Applicant provides a planting list of native, wetland species to the planted as part of the streambank restoration and the plan shows the areas where the streambank restoration is proposed but does not provide specific locations for each of the proposed plantings because the exact locations will be determined in the field to ensure the proper species are being used in each area; and WHEREAS, the Planning Board has considered the Wetland Permit standards set forth in Village Code 5245-8.A and finds that the Applicant proposes sufficient wetland 131310817070900 4114120 mitigation in compliance with Village Code standards subject to compliance with the conditions set forth herein; and WHEREAS, the Planning Board has considered the Steep Slopes Work Permit standards set forth at Village Code §213-6 concerning the disturbance of steep slopes associated with the proposed reworking of the fairways and greens, upgrades to the irrigation and drainage systems, the development of groundwater sources for irrigation to reduce reliance on public water, and construction of a new pump house building. NOW, THEREFORE, BE IT RESOLVED, that for the reasons stated herein, the Village of Rye Brook Planning Board hereby approves the Wetland Permit and Steep Slopes Permit applications for the reworking of the fairways and greens, upgrades to the irrigation and drainage systems, the development of groundwater sources for irrigation to reduce reliance on public water, and construction of a new pump house building at property located at 980 Anderson Hill Road, upon the following conditions: 1. The Applicant shall comply with all requirements and conditions set forth in the Resolution adopted by the Board of Trustees on March 24, 2020 approving the Amended Site Plan for reworking of the fairways and greens, upgrades to the irrigation and drainage systems, the development of groundwater sources for irrigation to reduce reliance on public water, and additions to the clubhouse's patio and terrace. 2. The Applicant shall submit an "As-Built" Wetland Mitigation Plan to the Village which identifies the locations, quantities and species of mitigation plantings after the restoration of the streambank is completed to the satisfaction of the Village Planner. 3. The Wetland Permit shall be valid for a period of one year from the date of this resolution, however, an extension of an original permit may be granted upon written request to the Planning Board by the original permit holder or his/her legal agent at least 90 days prior to the expiration date of the original permit. 4. The written Wetland Permit issued pursuant to this approval shall contain the following conditions pursuant to Section 245-1 LB of the Village of Rye Brook Code: a. Work conducted under a permit shall be open to inspection at any time, including weekends and holidays, by the approval authority, the Advisory Council on Environmental Conservation, the Superintendent of Public Works/Village Engineer or their designated representatives. b. All permits issued under this chapter shall be void and of no effect after one year from the date of issue thereof, unless the work for which the permit was issued has been actually commenced and not been abandoned during that period. In such cases, the applicant may reapply for a permit from the approval authority in accordance with the provisions of this chapter. If the work for which the permits were issued have commenced 1313108/707090v1 4114120 within one year from the date of issuance of the permits, such permits may be renewed by the approval authority in accordance with the renewal provisions set forth at §§ 213-12.D and 245-5.B(7) of the Village Code. c. The permit holder shall provide written notification to the Superintendent of Public Works/Village Engineer of the date on which the regulated activity is to begin at least five business days in advance of such date. d. The approval authority's permit shall be prominently displayed at the project site during the undertaking of any of the activities authorized by the permit. e. The boundaries of the regulated activity and all wetlands and watercourses shall be stated and appropriately marked in the field so as to make the boundaries visible. f. The permits, including all conditions, shall be binding on all successors and assignees of the permit holder. BE IT FURTHER RESOLVED, that if said conditions are not fully complied with this resolution approving the Wetland Permit and Steep Slopes Permit, described above, shall become null and void. BE IT FURTHER RESOLVED, that no permits shall be issued by the Building Department until the Applicant has paid to the Village all applicable fees and professional review fees incurred in connection with review of this Application. On motion by Mr. Morlino, seconded by Ms. Drechsler, Mr. Michal Nowak, Superintendent of Public Works/Village Engineer, called the roll: MS. DRECHSLER Voting AYE MR. GRZAN Voting AYE MR. MORLINO Voting AYE MS. SCHOEN Voting EXCUSED MR. TARTAGLIA Voting AYE MR. ZAHL Voting AYE CHAIRMAN GOODMAN Voting AYE Resolution Approved: 6-0 1313/081707090v1 4114120 VILLAGE OF RYE BROOK MAYOR 938 King Street,Rye Brook,N.Y. 10573 ADMINISTRATOR Paul S.Rosenberg (914)939-0753 Christopher J.Bradbury www.ryebrook.org TRUSTEES SUPERINTENDENT Susan R Epstein OF PUBLIC WORKS Stephanie J.Fischer Michal Nowak David M.Heiser Jason A. Klein November 22,2021 Blind Brook Club Inc PO Box 229 Purchase,New York 10577 Re: Planning Board Escrow Account for 980 Anderson Hill Road Dear Blind Brook Club: Your project escrow account currently has a negative balance which must be brought up to date. Please deposit with the Village, the sum of$125.00 (one hundred twenty five dollars) as soon as possible.The spread sheet outlining invoices is attached for your review. Thank you for your attention to this matter. The applicable section of Village Code requiring payment of professional fees by the applicant is included on the next page for your review and convenience. Sincerely, L;OL-j - Tara A. Gerardi Secretary,Planning Board, Zoning Board of Appeals & Architectural Review Board Cc:Michal Nowak,Superintendent of Public Works Enclosures 1 §47-2.Escrow accounts. [Adopted by the Board of Trustees of the Village of Rye Brook 8-9-1994 by L.L. No. 9-1994;amended in its entirety 10-27-2020 by L.L.No,9-2020.Subsequent amendments noted where applicable.] A. An escrow account to pay such consultant's fees may be required where the Village deems it necessary to retain a consultant regarding the application for the following applications: (1)Applications requesting an interpretation of any provision of the Village Code; (2)Site plan applications in accordance with Chapter 209; (3)Special use permit applications in accordance with§250-6H; (4)Variance applications in accordance with§250-13; (5) Subdivision applications in accordance with Chapter 219; (6)Architectural review in accordance with Chapter 8; (7) Erosion and sediment control permit in accordance with Chapter 118; (8)Floodplain development permit in accordance with Chapter 130; (9)Steep slopes work permit in accordance with Chapter 213; (10) Permits to perform any regulated activity in a wetland in accordance with Chapter 245; (11)Tree removal appeal in accordance with Chapter 235;and (12)Any other application where the Village deems it necessary to retain a consultant regarding the application. B.The applicant shall submit a separate check in an amount to be determined by the Village Administrator or Superintendent of Public Works/Village Engineer,but not less than$250 nor more than$2,500,to be used to establish an escrow account,from which withdrawals shall be made to reimburse the Village for the costs of professional review services. C.The applicant shall be provided with copies of any Village invoice for such services as they are submitted to the Village.All costs charged to the applicant shall be those reasonable and necessary to the decision making function of the reviewing board as set/defined in§47-1B. D.The applicant shall be required,from time to time,to deliver additional funds to the Village for deposit in the escrow account if such additional funds are required to pay for professional consultation services rendered to the Village or anticipated to be rendered.This amount shall be determined by the reviewing board or the Superintendent of public Works/Village Engineer based on an evaluation of the nature and complexity of the application. E.If such account is not replenished within 30 days after the applicant is notified,in writing,of the requirement for such additional deposit,the reviewing Board may suspend its review of the application. An application shall be deemed incomplete if any amount shall be outstanding. 2 F.In the event that any application before any Board or department is withdrawn prior to any actions being taken,the applicant is nevertheless responsible for any expenses incurred by the Village with regard to said application prior to such withdrawal. G.A deposit in escrow may be required at any stage in the application process,including but not limited to preapplication discussions with the applicant. H.The applicant shall be provided with copies of any invoice for consultant fees as they are submitted to the Village and with Village staff time records for services for which reimbursement is sought. I.Escrow funds shall be refunded to the applicant when the applicant formally withdraws the application from consideration by the permitting authority or when the applicant receives a final determination from the permitting authority;in either case,all reimbursable charges incurred by the Village shall be first deducted from the escrow account,leaving an unencumbered balance that is not required by the permitting authority to pay consulting costs attributable to the application.Fees collected in accordance with the Village Code shall not be refunded.After all pertinent costs have been paid,the Village shall refund to the applicant any funds remaining in the escrow account within 30 days from the date of the final determination issued by permitting authority or from the date the applicant notifies the Village,in writing, of the withdrawal of the application.If the applicant is indebted to the Village for any fees,the amount of money still owed shall be added to the real property Village tax of the property and shall become alien against the property if not paid within 30 days of written demand. J.A building permit nor certificate of occupancy or use shall not be issued unless all professional review fees charged in connection with the applicant's project have been paid by the applicant.In no case shall a building permit or certificate of occupancy be issued to the applicant if the applicant is indebted to the Village for any professional review fees in excess of the escrow. K The imposition of escrow account fees are in addition to,and not in place of,other fee schedules currently in force. 3 PRO CTADDRESS BLIND BROOK CLUB PROJECTNAAM GOLF COURSE ACCOUNT# ACCOUNT START DATE: CCOUNT(2ME DATE: Aaadws dak hem INVOICE DATE INVOICE# CHECK DATE CHECK# DISTRIBUTED TO DEBIT DEPOSIT Balance Unpaid Invoices 10/l/2019 28518 VRB ; 500.00 11/21/2019 28737 VRB j 5,000.00 1/3/2020 F4133.16-01 2/20/2020 1228 FPC ; 186.00 1/9/2020 53755 2/20/2020 1229 K&B ; 962.50 2/6/2020 P4133.16-02 2/20/2020 1228 FPC 5 1,132.00 2/11/2020 19-47R 2/20/2020 1227 DOLPH $ 580.00 2/11/2020 54627 10/29/2020 1297 K&B ; 966.00 2/26/2020 20-4 3/26/2020 1251 DOLPH ; 1,34125 2/19/2020 P4133.16-03 3/26/2020 1252 FPC j 310.00 3/8/2020 55668 7/22/2020 1277 K&B ; 1,196.00 3/17/2020 F4133.16-04 7/22/2020 1276 FPC ; 1,767-00 3/24/2020 20-12 7/22/2020 1275 DOLPH ; 1,480.00 4/9/2020 56614 7/22/2020 1277 K&B ; $070.00 5/4/2020 20-I5 7/22/2020 1275 DOLPH ; 11993,75 4/27/2020 F4133.16-05 10/22/2020 1295 FPC $ 2,558,00 5/11/2020 57282 10/22/2020 1296 K&B ; 1,909.00 6/l/2020 29254 VRB ; 7,413.50 6/8/2020 57898 10/22/2020 1296 K&B j 253.00 7/7/2020 59684 10/22/2020 1296 K&B ; 299.00 8/28/2020 29616 VRB 3 5,019.00 9/28/2020 29728 VRB f 5,000.00 6/12/2020 F4133.16-06 12/16/2020 1300 FPC ; 708.00 10/8/2020 61793 10/29/2020 1297 K&B ; 552.00 11/5/2020 F4133.16-07 12/16/2020 1300 FPC j 1,050.00 11/16/2020 63061 t2/16/2020 1302 K&B ; 667.00 12/9/2020 63816 12/16/2020 1302 K&B j 368.00 12/11/2020 F4133.16-08 3/23/2021 1320 FPC ; 1,240.00 1/14/2021 64793 4/8/2021 1326 K&B ; 850.00 1/25/2021 F4133.16-09 4/8/2021 1325 FPC ; 925.00 2/8/2021 30182 VRB ; 551.00 2/12/2021 65642 5/5/2021 1331 K&B ; 125.00 3/8/2021 30571 VRB ; 1,775.00 3/11/2021 67258 5/5/2021 1331 K&B ; 50.00 3/18/2021 F4133.16-10 5/5/2021 1329 FPC j 70.00 4/19/2021 30689 VRB j 245.00 5/17/2021 68961 7/23/2021 1350 K&B ; 425.00 6/14/2021 69832 8/12/2021 1353 K&B ; 550.00 6/21/2021 30982 VRB j 425.00 7/14/2021 70608 8/12/2021 1353 K&B j 75.00 7/22/2021 F4133.16-It 10/8/2021 1363 FPC $ 435.00 8/2/2021 31202 VRB $ 625.00 9/13/2021 31375 VRB $ 435.00 11/15/2021 74298 K&B j 125.00 27113.50 $ 26 988.50 -;125.00 ; 125.00 QyE D VILLAGE OF RYE BROOK MAYOR 938 King Street,Rye Brook,N.Y. 10573 ADMINISTRATOR Paul S.Rosenberg (914)939-0753 Christopher J. Bradbury www.ryebroQk.org TRUSTEES SUPERINTENDENT Susan R. Epstein OF PUBLIC WORKS Stephanie J. Fischer Michal Nowak David M.Heiser Jason A. Klein September 2,2021 Blind Brook Club Inc PO Box 229 Purchase,New York 10577 Re: Planning Board EscrpW Account for 980 Anderson Hill Road Dear Blind Brook Club: Your project escrow account currently has a negative balance which must be brought up to date. Please deposit with the Village, the sum of $435.00 (four hundred thirty five dollars) as soon as possible.The spread sheet outlining invoices is attached for your review. Thank you for your attention to this matter. The applicable section of Village Code requiring payment of professional fees by the applicant is included on the next page for your review and convenience. Sincerely, Tara A. Gerardi Secretary,Planning Board, Zoning Board of Appeals & Architectural Review Board Cc:Michal Nowak, Superintendent of Public Works Enclosures i §47-2. Escrow accounts. [Adopted by the Board of Trustees of the Village of Rye Brook 8-9-1994 by L.L. No. 9-1994;amended in its entirety 10-27-2020 by L.L.No. 9-2020.Subsequent amendments noted where applicable.] A. An escrow account to pay such consultant's fees may be required where the Village deems it necessary to retain a consultant regarding the application for the following applications: (1)Applications requesting an interpretation of any provision of the Village Code; (2) Site plan applications in accordance with Chapter 209; (3) Special use permit applications in accordance with§250-6H; (4)Variance applications in accordance with§250-13; (5)Subdivision applications in accordance with Chapter 219; (6)Architectural review in accordance with Chapter 8; (7)Erosion and sediment control permit in accordance with Chapter 118; (8)Floodplain development permit in accordance with Chapter 130; (9)Steep slopes work permit in accordance with Chapter 213; (10)Permits to perform any regulated activity in a wetland in accordance with Chapter 245; (11)Tree removal appeal in accordance with Chapter 235;and (12)Any other application where the Village deems it necessary to retain a consultant regarding the application. B.The applicant shall submit a separate check in an amount to be determined by the Village Administrator or Superintendent of Public Works/Village Engineer,but not less than$250 nor more than$2,500,to be used to establish an escrow account,from which withdrawals shall be made to reimburse the Village for the costs of professional review services. C.The applicant shall be provided with copies of any Village invoice for such services as they are submitted to the Village.All costs charged to the applicant shall be those reasonable and necessary to the decision making function of the reviewing board as set/defined in§47-1B. D.The applicant shall be required, from time to time,to deliver additional funds to the Village for deposit in the escrow account if such additional funds are required to pay for professional consultation services rendered to the Village or anticipated to be rendered.This amount shall be determined by the reviewing board or the Superintendent of public Works/Village Engineer based on an evaluation of the nature and complexity of the application. E. If such account is not replenished within 30 days after the applicant is notified,in writing,of the requirement for such additional deposit,the reviewing Board may suspend its review of the application. An application shall be deemed incomplete if any amount shall be outstanding. 2 y . F.In the event that any application before any Board or department is withdrawn prior to any actions being taken,the applicant is nevertheless responsible for any expenses incurred by the Village with regard to said application prior to such withdrawal. G. A deposit in escrow may be required at any stage in the application process,including but not limited to preapplication discussions with the applicant. H.The applicant shall be provided with copies of any invoice for consultant fees as they are submitted to the Village and with Village staff time records for services for which reimbursement is sought. I. Escrow funds shall be refunded to the applicant when the applicant formally withdraws the application from consideration by the permitting authority or when the applicant receives a final determination from the permitting authority;in either case,all reimbursable charges incurred by the Village shall be first deducted from the escrow account,leaving an unencumbered balance that is not required by the permitting authority to pay consulting costs attributable to the application. Fees collected in accordance with the Village Code shall not be refunded.After all pertinent costs have been paid,the Village shall refund to the applicant any funds remaining in the escrow account within 30 days from the date of the final determination issued by permitting authority or from the date the applicant notifies the Village,in writing, of the withdrawal of the application. If the applicant is indebted to the Village for any fees,the amount of money still owed shall be added to the real property Village tax of the property and shall become a lien against the property if not paid within 30 days of written demand. J. A building permit nor certificate of occupancy or use shall not be issued unless all professional review fees charged in connection with the applicant's project have been paid by the applicant.In no case shall a building permit or certificate of occupancy be issued to the applicant if the applicant is indebted to the Village for any professional review fees in excess of the escrow. K.The imposition of escrow account fees are in addition to,and not in place of,other fee schedules currently in force. 3 PRO CTADDRESS BLIND BROOK CLUB PRO CTNAME GOLF COURSE ACCOUNT# CCOUNTSTARTDATE. ACCOUNT aME DATE.• Aat clam A*bore INVOICE DATE INVOICE# CHECK DATE CHECK# DISTRIBUTED TO DEBIT DEPOSIT Balance Unpaid Invoices 10/l/2019 28518 VRB ; 500.00 11/21/2019 28737 VRB f 5,000.00 1/3/2020 F4133.16-01 2/20/2020 1 1228 FPC ; 186.00 1/9/2020 53755 2/20/2020 1229 K&B ; 862.50 2/6/2020 F4133.1642 2/20/2020 1228 FPC ; 1,13200 2/11/2020 1947R _ 2/20/2020 1227 DOLPH ; SN.00 2/11/2020 54627 10/29/2020 1297 K&B f 966.00 2/26/2020 20-4 3/26/2020 1251 DOLPH ; 1,3412S 2/19/2020 F4133.16-03 3/26/2020 1252 FPC ; 310.00 3/8/2020 5566E 7/22/2020 1277 K&B ; 1,196.00 3/17/2020 F4133.16-04 7/22/2020 1276 FPC ; 1,762.00 3/24/2020 20-12 7/22/2020 1275 DOLPH f 1,480.00 4/9/2020 56614 7/22/2020 1277 K&B ; 2,070.00 5/4/2020 20-15 7/22/2020 1275 DOLPH ; 1,993.75 4/27/2020 F4133.16.05 10/22/2020 1295 FPC ; 2,558.00 5/11/2020 57282 10/22/2020 1296 K&B ; 1,909.00 6/1/2020 29254 VRB ; 7,413.50 6/8/2020 57888 10/22/2020 1296 K&B f 253.00 7/7/2020 58684 10/22/2020 1296 K&B ; 299.00 8/28/2020 29616 VRB ; 5,019.00 9/28/2020 29728 VRB ; 5,000.00 6/12/2020 F4133.16-06 12/16/2020 1300 FPC ; 708.00 10/8/2020 61783 10/29/2020 1297 K&B ; 552.00 11/5/2020 F4133.16-07 12/16/2020 1300 FPC ; 1,050.00 11/16/2020 63061 12/16/2020 1302 K&B ; 667.00 12/9/2020 63816 12/16/2020 1302 K&B ; 368.00 12/11/2020 F4133.16-08 3/23/2021 1320 FPC f 1,240.00 1/14/2021 64793 4/8/2021 1326 K&B f 850.00 1/25/2021 F4133.16-09 4/8/2021 1325 FFC ; 925.00 2/8/2021 30182 VRB ; 551.00 2/12/2021 65642 5/5/2021 1331 K&B ; 125.00 3/8/2021 30571 VRB ; 1,775.00 3/11/2021 67258 5/5/2021 1331 K&B = 50.00 3/18/2021 F4133.16-10 5/5/2021 1329 FPC f 70.00 4/19/2021 30689 VRB ; 245.00 5/17/2021 68961 7/23/2021 1350 K&B ; 425.00 6/14/2021 69832 8/12/2021 1353 K&B ; 550.00 6/21/2021 30982 VRB ; 425.00 7/14/2021 70608 8/12/2021 1353 K&B ; 75.00 7/22/2021 F4133.16-11 FPC ; 435.00 8/2/2021 31202 VRB ; 625.00 ; 26 988.50 ; 26,553,50 -$435.00 ; 435.00 D 6 t' L4� ' 1 VILLAGE OF RYE BROOK MAYOR 938 King Street,Rye Brook,N.Y. 10573 ADMINISTRATOR Paul S.Rosenberg (914) 939-0753 Fax(914)939-5801 Christopher J.Bradbury www.ryebrook.org TRUSTEES SUPERINTENDENT Susan R.Epstein OF PUBLIC WORKS Stephanie J.Fischer Michal Nowak David M.Keiser Jason A.Klein July 22,2021 Blind Brook Club Inc. PO Box 229 Purchase,New York 10577 Re: Planning Board Escrow Account for 980 Anderson Hill Road Dear Blind Brook Club Inc, Your project currently has a negative balance.Please submit payment to the Village of Rye Brook,the sum of$625.00 (six hundred twenty five dollars) as soon as possible. The spread sheet outlining invoices is attached for your review. Thank you for your attention to this matter. Sincerely, Michal J. Nowak Superintendent of Public Works /tg enclosures a , FRO CTADDRESS BLIND BROOK CLUB PRO CT NAME GOLF COURSE ACCOUNT# CCOUNT START DATE: ACCOUNT CLOSE DATE: Art dosr da*Lon INVOICE DATE INVOICE# CHECK DATE CHECK# DISTRIBUTED TO DEBIT DEPOSIT Balance Unpaid Invoices 10/1/2019 28518 VRB ; 500.00 11/21/2019 28737 VRB i 5,000.00 1/3/2020 F4133.16-01 2/20/2020 1228 FPC ; 186.00 1/9/2020 53755 2/20/2020 1229 K&B ; 862.50 2/6/2020 F4133.16-02 2/20/2020 1228 FPC ; 1,132.00 2/11/2020 19-47R 2/20/2020 1227 DOLPH f 580.00 2/11/2020 54627 10/29/2020 1297 K.&B ; 966.00 2/26/2020 20-4 3/26/2020 1251 DOLPH f 1,341.25 2/19/2020 F4133.16-03 3/26/2020 1252 FPC f 310.00 3/8/2020 55668 7/22/2020 1277 K&B i 1,1%.00 3/17/2020 F4133.16.04 7/22/2020 1276 FPC 1 1.762.00 3/24/2020 20-12 7/22/2020 1275 DOLPH ; 1,480.00 4/9/2020 56614 7/22/2020 1277 K&B ; 2,070.00 5/4/2020 20-15 7/22/2020 1275 DOLPH f 1,993.75 4/27/2020 P4133.16-05 10/22/2020 1295 FPC ; 2,558,00 5/11/2020 57282 10/22/202D 1296 K&B ; 1,909.00 6/1/2020 29254 VRB ; 7,413.50 6/8/2020 57888 10/22/2020 1296 K&B ; 253.00 7/7/2020 58684 10/22/2020 1296 K&B ; 299.00 8/28/2020 29616 VRB f 5,019.00 9/28/2020 29728 VRB f 5,000.00 6/12/2020 F4133.16-06 12/16/2020 1300 FPC f 708.00 10/8/2020 61783 10/29/2020 1297 K&B ; 552.00 11/5/2020 F4133.16-07 12/16/2020 1300 FPC ; 1,050.00 11/16/2020 63061 12/16/2020 1302 K&B ; 667.00 12/9/2020 63816 12/16/2020 1302 K&B i 368.00 12/11/2020 F4133.16-08 3/23/2021 1320 FPC ; 12A0.00 1/14/2021 64793 4/8/2021 1326 K&B f 850.00 1/25/2021 F4133.16-09 4/8/2021 1325 FPC ; 925.00 2/8/2021 30182 VRB i 551.00 2/12/2021 65642 5/5/2021 1331 K&B ; 125.00 3/8/2021 30571 VRB ; 1,775.00 3/11/2D21 67258 5/5/2021 1331 K&B ; 50.00 3/18/2021 F4133.16-10 5/5/2021 1329 FPC i 70.00 4/19/2021 30689 VRB ; 245.00 5/17/2021 68%1 K&B ; 425.00 6/14/2021 69832 K&B ; 550.00 6/21/2021 30982 VRB ; 425.00 7/14/2021 70608 K&B f 75.00 $ 26,553.50 $ 25,928.50 4625.00 ; 1,050.00 Building Permit Check List&Zonin Anal s L!��t Address• 9 Uo -(l�S�r.� t C. , SBL: 2 57 Zone: '"�Use: Const.Type: 1T� Other. Submittal Date 14 -Z-0 Revisions Submittal Dates: Applicant ZL "> i -cam (�fI- Nature of Work ITj;_ W OCR--6C_ Reviews:ZBA: J u N - PB: BOT: Other. NEED OK FEES:Filing:-7� BP: �k.57 00,0 •� C/o. Legalization: APP: Dated ✓ Notarized: SBU `�Truss I.D. Cross Connection: ✓ H.O.A.: ( ) ( ) Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening. ( ) ( ) ENVIRO:Long. Short: Fees: N/A: ( ) ( ) SITE PLAN:Topo: Site Protection: S/W Mgmt.: Tree Plan Other. ( ) ( ) SURVEY:Dated: Current: Archival:- Sealed: Unacceptable: ( ) ( PLANS:Date Stamped: ✓ Sealed: L/ Copies: Z Electronic: Other. .( (� License: Workers Comp: ✓ Liability mp.Waiver Other (� CODE 753#. OJ` '76' !7 A-C)aq Dated N/A: ( ) ( ) HIGH-VOLTAGE ELECTRICAL:Plans: Permit: N/A Other: ( ) ( ) LOW-VOLTAGE ELECTRICAL:Plans: Permit: N/A Other: ( ) ( ) FIRE ALARM/SMOKE DETECTORS:Plans: Permit: H.W.I.C.:_Battery_Other. ( ) ( ) PLUMBING Plans: Permit: Nat.Gas: LP Gas: N/A/: Other. ( ) ( ) FIRE SUPPRESSION:Plans: Permit: N/A: Other: ( ) ( ) H.V.A C.: Plans: Permit N/A: Other. ( ) ( ) FUEL TANK.Plans: Permit: Fuel Type: Other. ( ) ( ) 20I7 NY State ECCC: N/A: Other. ( ) ( ) Final Survey. Final Topo: RA/PE Sign-off Letter: As-Built Plans: Other. ( ) ( ) BP DENIAL LETTER: C/O DENIAL LETTER Other: ( ) ( ) Other. ( )ARB mtg.date: approvaL notes: ( )ZBA mtg. date: approvaL notes: ( )PB mtg.date: approval notes: A 1 00)(CD REQUIRED EX15rNG PROPOSED NOTES JUN _ 8 2020 Area: fiats: Cirde: From e: Froru: Front: Sides: Rear. Main Cov Aces.Cov: Ft.H Sb: Sd.H Sb: GFA: Tot : Ft I P Height/Stories- notes: �� ^h��+-t C©.� 115 F N Rs� S F �-j o A-r—. 445 Hamilton Avenue,14th Floor FCUDDY White Plains,New York 10601 T 914 7611300 +FEDER F 914 7615372 LLP cuddyfeder.com Anthony B.Gioffre III agioff-re@cuddyfeder.com June 4, 2020 BY HAND DELIVERY D (� Michael Izzo, Building and Fire Inspector E [J Building Department Village of Rye Brook J U N - 4 2020 938 King Street Rye Brook, NY 10573 VILLAGE OF RYE BROOK BUILDING DEPARTMENT Re: The Blind Brook Club Premises: 980 Anderson Hill Road Village of Rye Brook NY Dear Mr. Izzo: On behalf of Blind Brook Club, Inc. (the "Club"),we are pleased to submit this site development permit application for proposed renovations and restoration improvements to portions of the property located at 98o Anderson Hill Road in the Village of Rye Brook, New York (the "Premises"). As you are aware, the Club received amended site plan approval from the Board of Trustees and a Wetlands Permit from the Planning Board dated March 24,202o and April 9,2020 respectively. A copy of the Board of Trustees and Planning Board Approval Resolutions are attached hereto. In furtherance of the Club's application for a site development permit, enclosed please find three (3) copies of the following materials: 1. Completed Site Development Permit Application Form; 2. Site Development Plan Drawings prepared by WSP USA,Inc.; 3. Stormwater Pollution Prevention Plan, prepared by WSP USA Inc.,dated March 3, 2020; 4. Stream Maintenance and Restoration Plan Narrative prepared by Evans Associates Environmental Consulting,Incorporated, dated April 3, 2020; and 5. Functional Assessment of Wetlands and Watercourses, prepared by Evans Associates, dated February 28, 2020. Also included with this submission are two checks: one in the amount of$8,40o representing the payment in lieu of tree replanting and a second in the amount of$115,000.000 representing the Site Development Permit fee based on cost of construction for the work. WESTCHESTER I NEW YORK CITY I HUDSON VALLEY I CONNECTICUT 4477269.0 PCUDDY 6/4/2020 +FEDER Paget LLP Res ectfully submitted, �r Anthony B. Gioffre III Enclosures cc: Michal J. Nowak,Village Engineer Village Attorney Blind Brook Club, Inc. WSP USA Inc. Rogers McCagg Architects and Interior Designers, PC Ahneman Kirby, LLC WESTCHESTER I NEW YORK CITY I HUDSON VALLEY I CONNECTICUT 4477269M LGRLLCO-01 JFOUNDOS ACORN CERTIFICATE OF LIABILITY INSURANCE DATE 68/2 °"Y'Y' �—� rsrzoso THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements). PRODUCER N cT Kelly Matthews Borden Perlman iNco,N PH o,Ext:(609)803-2641 177 FAX 250 Phillips Blvd. ,No): Suite 280 Mss.kmafthews@bordenporiman.com Ewing, NJ 08618 INSURER(S)AFFORDING COVERAGE NAIL M INSURER A:Charter Oak Fire Insurance Co 25615 INSURED INSURER B:Travelem Indemnity Company 25658 LGR,LLC INSURERC:Travelers Property Casualty of America 25674 170 Mt.Airy Road,Ste Al INSURER D:Travelers Property Casualty Company of America 25674 Basking Ridge, NJ 07920 INSURER E:Ohio Casualt y Insurance Company 24074 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADOL SUBR POLICY NUMBER POLICY EFF POLICY EXPLTR LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE OCCUR DTC01 G536713 8M 512019 8/1512020 DAMAGE TO RENTED S 300,000 MED EXP(Any oneperson) $ 10,000 PERSONAL BADVINJURY 1 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE 2,000,000 X POLICY[XI JRO- �LOC PRODUCTS-COMPIOPAGG $ 2,000,000 OTHER. ECT B AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT = 1,000,000 (Ea acgident)X ANY AUTO 810314160353 8116/2019 8/1512020 BODILY INJURY Per arson S OWNED SCHEDULED AUTOS ONLY AUTOS BODILY BODILY INJURY Per accident S AUTOSONLY AUTO ONLY PRor OPa TYt AMAGE $ C X UMBRELLA LIAR X OCCUR EACH OCCURRENCE 10,000,000 EXCESS LIAB CLAIMS-MADE CUP'5J440039 811512019 8/1612020 AGGREGATE $ DIED I X I RETENTION$ 10,000 10,000,000 D WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY UB6J89806A 811512019 8/15/2020 STATUTE ER 1,000,000 ANY PROPRIETORMARTNER/EXECUTIVE YIN N E.L.EACH ACCIDENT FILER MEMBER EXCLUDED? NIA andatory i,NH) E.L.DISEASE_-EA EMPLOYE S 1,000,000 It yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT E Equipment Floater OM059021667 8/1512019 811512020 Max per item 626,000 DESCRIPTION OF OPERATIONS 1 LOCATIONS!VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached 1f more space Is required) The Village of Rye Brook is included as an additional insured on the above referenced General Liability policy if required by written contract.Additional Insured coverage applies on a primary and non-contributory basis on the above General Liability policy if required by Written contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Village of Rye Brook THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN g Y ACCORDANCE WITH THE POLICY PROVISIONS. 938 King Street Rye Brook,NY 10573 AUTHORIZED REPRESENTATIVE ACORD 25(2016103) O 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE Ia.Legal Name&Address of Insured(Use street address only) 1 b.Business Telephone Number of Insured LGR, LLC 908-502-5253 LaBar Golf Renovations lc.NYS Unemployment Insurance Employer 170 Mt. Airy Road, Ste Al Registration Number of Insured Basking Ridge, NJ 07920 Work Location of insured(Only required ifcoverageisspecifcally Id. Federal Employer identification Number of insured limited to certain locations in New York Sate, i.e., a Wrap-Up or Social Security Number Policy) 45-5571038 2.Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) phoenix Insurance Company Village of Rye Brook Building Department 3b.Policy Number of entity listed in box"la" 938 King St UB6J89806A Rye Brook, NY 10573 3c. Policy effective period 08/15/2019 to 06/15/2020 3d. The Proprietor,Partners or Executive Officers are E] included. (Only check box If all portuentofficers included) all excluded or certain partners/officers excluded. This cenifics that the insurance carrier indicated above in box "i" insures the business referenced above in box "Ia" for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under I tern 3A on the INFORMATION PACE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The Insurance Carrier will also not fi,the ahoiw certificate holder within 10 days 1F a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpatmlent ul premiums that cancel the policy or eliminate the insured froth the coverage indicated on this Certificate. (7liese polices nrav he sent by regular mail.) Other%ise,this Cerlifcate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box "3c",whichever is earlier. Please Note: Upon the cancellation of the workers' compensation policy indicated on this form, if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that 1 am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Antonio Almeida (Print name of authorized representative or licensed agent of insurance carrier) Approved by: 06/09/2020 (Signature) (Date) Title: Licensed Insurance Agent Telephone Number of authorized representative or licensed agent of insurance carrier: 732-3 93-7969 Please Note: Oniv insurance carriers and their licensed agents are authorized to issue Farm C-105.2. Insurance brokers are NOT authorized to issue it. C-1052(9-07) www.wcb.state.ny.us ACC CERTIFICATE OF LIABILITY INSURANCE DAre'MN.°°"YYY' k �- 5/28/2020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THI5 CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER, IMPORTANT: If She certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certaln policies may require an endorsement. A statement on this certificate does not confer rights to the certftste holder In Kett of such endersement(s). PRODUCER GIAITE. Laurie Hlllalann Brown ! Brown of New York Inc. dba Spain Agency PNONE (845)628-4500 C Nor le4s:4=e-le04 625 Route 6 n 9s.lhillmarmftbhvins.com UISURE_NSI AFFORDWO COVERAGE NAIC B Mahopac NY 10541 USURERA Ohio SeCUCitY Insurance Company 24002 INSURED alsuRute:The Ohio Casualty Insurance Company 24074 Tanto Irrigation LLC INSURER C;American Fire and Casualty Company 24066 5 North Payne Street INSURER INSURER E Elmsford NY 10523 INSURER COVERAGES CERTIFICATE NUMBER:19-20 Master REVISION NUMBER: THIS IS TO CERTIFY THAI THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN SSUEO TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REOUIREMENT,TERM OR CONDIT ON OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TOALL THE TERMS, EXCLUSIONSAND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. pi9R AIML SUISRPE POLICY NUMBER POLICY EFf POLICY EXP LIMITS LTR TY OF INSURANCE X COMMERCIAL GENERAL UABILITY EACH OCCURRENCE >< 1,000,000 DAMAGE TO A CLAIMS-NIAOF ❑X OCCUR MEMSES a ocurrence S 300,000 X B149 5 61 4 61s6 9:18.2 19 9,18/2020 MEO EXP 15,000 (Arty one person) S PERSONAL BADV INJURY 1 1.,000,000 GEN'LAGGREGATE LIMT APPLIES PER 2,000,000 GENERAL AGGREGATE S POLICY FilJJEECT LOC PRODUCTS-COMPIOPAGG 1 2,000,000 OTHER S AUTOMOBILE LIABILITY COMBINED GL SIRE M 1 f 11000,000 A ANY AUTO BODILY INJURY(Per person) 1 ALL OWNED X SCHEDULED R"56446156 9/18/2019 91B/2020 r BODILY INJURY AUTOS AUTOS �er acCldOn11 S X H[REOAUTOS X NO OS-OVAIED PROPERTY OAMAGE $ „�� .. „ 1 1,000,000 X UMBRELLA LIAO X OCCUR EACH OCCURRENCE 5 5,000,000 B EXCESS LAB CLAUAS-MADE AGGREGATE 1 5,000,000 DED I X I RETENTION S 10,000 uso5644645e 9YIS12019 9/10/2020 1 WORKERS COMPfNBAT10N X I STATUTE H- ANDEMPLOYERS'LIABILITY YIN ANY PROPRIETORIPARTNER/EXECUrrVE EL EACH ACCIDENT S 1,000,000 OFFICERIMEMBER EXCLUDED? Y NIA C (Man"*gInNH) KWM7002639 9/19/2019 9/10/2020 E-L.(XSEASE-EACMIPLOYEE 1 1,000,000 If yes,descAbs wKW DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LWT 6 1,000,000 DEscwnON of OPERATIONS I LOCATWNB I%U*CLES(ACORD 101,AditonM Remarks ScMaWe.may be eeechad R In"spew Is M"In d) Village of Rye Brook is included as Additional Insured as required by written contract or written agreement. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Village of Rye Brook THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 938 King Streeet ACCORDANCE WITH THE POLICY PROVISIONS. Rye Brook, MY 10573 AUTHORIZED REPRESENTATIVE i Brian Miles/02i!Si, II 01988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are regletersd marks of ACORD INS025 go14a1) STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1 a.Legal Name&Address of Insured(Use street address only) I b.Business Telephone Number of Insured Tanto Irrigation LLC (914)347-5151 5 North Payne Street Elmsford,NY 10523 1 c.NYS Unemployment Insurance Employer Registration Number of Insured Work Location of Insured(Only required if coverage is specifically limited to certain locations in New York State, i.e., a Wrap-Up Id.Federal Employer Identification Number of Insured Policy) or Social Security Number 043668962 2.Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) American Fire and Casualty Company Village of Rye Brook 3b.Policy Number of entity listed in box"I a" Building Department XWA57082639 938 King Street Rye Brook, NY 10573 3c. Policy effective period 09/18/2019-09/18/2020 3d. The Proprietor,Partners or Executive Officers are included. (Only check box if all partners/officers included) all excluded or certain partners/officers excluded. ®Included❑Excluded This certifies that the insurance carrier indicated above in box "Y insures the business referenced above in box "la" for workers' compensation under the New York State Workers' Compensation Law. (To use this form, New York (NY) must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity Iisted above as the certificate holder in box"T'. The Insurance Carrier will also notify the above certificate holder within 10 days IF a policy is canceled due to nonpayment ofpremiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise, this Cerh'ficate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. Please Note: Upon the cancellation of the workers' compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Brian Miles (Print name of authorized representative or Iicensed agent of insurance carrier) Approved by: I r L June 8 2020 P (Signature) (Date) Title: Executive Vice President of Brown&Brown of New York,Inc.dba Spain Agency Telephone Number of authorized representative or licensed agent of insurance carver:(845)6284500 Please Note:Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105.2(9-07) www.web.state.ny.us Tara Gerardi From: Mike Izzo Sent: Wednesday,June 3, 2020 9:31 AM To: Tara Gerardi Subject: FW: Message from Dig Safely New York, Inc. (DSNY) Importance: High From: sadasupport@ufpo.org Sent: Wednesday, June 3, 2020 9:31:12 AM (UTC-05:00) Eastern Time (US & Canada) To:Mike Izzo Subject: Message from Dig Safely New York, Inc. (DENY) ****PRIORITY**** DIG REQUEST from DENY for: VIL RYE BROOK Taken: 06/03/2020 09:27 To: VIL RYE BROOK PRIMARY Transmitted: 06/03/2020 09:31 00002 Ticket: 05270-174-024-02 Type: Priority Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK /V Addr: From: 980 To: Name: ANDERSON HILL RD Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: LOCATE ENTIRE PROPERTY, FRONT, SIDES, AND REAR INCLUDING MAINTENANCE & CLUB HOUSE PUMP STATION IS AT OPPOSITE END WITH ELECTRIC POWER NearSt: LINCOLN AVE AND CAROL CT Means of Excavation: EXCAVATOR Blasting: N Site marked with white'.Y Boring/Directional Drilling: N Within 25ft of Edge of Road: U Work Type: IRRIGATION Duration: Depth of excavation: 4 FEET Site dimensions: Start Date and Time: 05/29/2020 07:00 Must Start By: 06/12/2020 ------------------------------------------------------------------------------ Contact Name: CAROLINE OTERO Company: TANTO IRRIGATION LLC Addrl: 5 N PAYNE ST Addr2: City: ELMSFORD State: NY Zip: 10523 Phone: 914-347-5151 x4 Fax: 914-347-6323 Email: COTERO@TANTOIRRIGATION.COM Field Contact: PAUL 1 Cell Phone: 914-262-7324 Working for: BLIND BROOK CLUB ------------------------------------------------------------------------------ Comments: CALLER NOTIFIED OF NYS 2 DAY REQUIREMENT AND RECITED DISCLAIMER URGING CALLER TO COMPLY WITH CODE RULE 753 LENGTH AND WIDTH OF THE DIG SITE ARE UNKNOWN **PER CAROLINE CONTACT IS NOW MIKE FORD 914-939-4500** REPEAT MESSAGE: 2020/05/28 12:28:39 STACEY SLATE ATTN VIL RYE BROOK SWR IS NOT MARKED THERE IS A SWR IN THE MIDDLE OF THE PROPERTY ATTN VERIZON- TEL/FIBER IS NOT MARKED EITHER NEED LINES MARKED ASAP REPEAT MESSAGE: 2020/06/03 09:27:34 NICOLE CHAPMAN DIG SITE ALSO AFFECTS: HARRISON/V Lookup Type MANUAL ------------------------------------------------------------------------------ Members:ALTICE USA AT&T CONED MCI SUEZ WTR WESTCHESTER TWN-VIL HARRISON BELL-VALHALLA/WSCHSTR VIL RYE BROOK WESTCHESTER CTY SWR WESTCHESTER JOINT WTR z