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HomeMy WebLinkAboutBP23-142PERMIT# ��_ c DATE: BIG oly SECTION BLOCK LOT It c I. TYPE OF WORK izorll�P604, � / J JOB LOCATION /� �% /new) 17E OWNER M 7' 1 / 22,C — /� CONTRACTOR C����e� y 'o��fC'��s�-Uc �:T c. /y y T- EST. COST I FEE �CID # FEEJV 004b DATE V/TCO # r7D? 15 `05 FEE4 3 75 /ob DATE lcv 5 00rn rI TCu FOOTING _ FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBINGRGH GAS PLUMBING GAS SPRINKLER / ELECTRIC [� LOW -VOLT ALARM LYJ AS BUILT [] FINAL iminviIF��" s V ISSUAKV Of 'A C FR /WV w 9 4 r� cc, -PP 22/ ol as_ o3 l �� a.d sow PA�,6, �aa • . • �•- I i7 2be SIP • ��la i5P5 /� -M,Aas-o /</�ia/,S-el?0 ,Quie717 /-74*eiki,11ZI AS-BUILTIFINAL SURVEY REQUIRED PRIOR TO FINAL INSPECTION FINISHED BASEMENT NOT APPROVED FOR USE AS A SEPARATE APARTMENT OR DWELLINQ UNIT VILLAGE OF RYE BROOK WESTCHESTER COUNTY, NEW YORK NO: 25-150 Certtftcate of ®rcupaucp This is to certify thatOdaw *16(sral' lh . c /*e 1/"/am' of, �� /�--� A� Y having duly filed an application on 20 25 requesting a Certificate of Occupancy for the premises known as, � ' DK I Ve , Rye Brook,NY, located in a j2—),:? Zoning District and shown on the most current Tax Map as Section: J } Block: Lot: �C , and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No. -14'4�2 , issued E" 04 2003, such authority and permission is hereby granted to the property owner to lawfully occupy or use said premises or building or part thereof listed under the following New York State Classifications, Use: R' - / Construction: , for the following purposes: /1 1 .r-I W -A r))'-3)wV ho S E-4 X I et Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the following: t l FINISHED BASEM NT NOT APPROVED FOR USE AS A SEPARATE APARTMENT OR DWELLING UNIT This certificate does not in any way relieve the owners or any person or persons in possession or control of the premises, building,or any part thereof from obtaining such other permits or licenses as may be prescribed by law for the uses or purposes for which the building or premises is designed or intended. Furthermore, it does not relieve such owners or persons from complying with any lawful order issued with the object of maintaining the premises or building in a safe and lawful condition. No changes or rearrangement in the structural parts of the building or in the exit facilities shall be made,and no enlargement, whether by extending on any side or by increasing in height shall be made,nor all building be moved from one location to another until a permit to accomplish such change s b`' n obta the uild' Spector. DEC 1 5 2025 Building Inspector,Village of Rye Brook: Date: RECEIVED z. OCT 14 2022 October 13, 2022 APPROVED 4-0 VILLAGE CLERK'S OFFICE RESOLUTION CONSIDERING SITE PLAN AND STEEP SLOPES PERMIT APPROVAL FOR PROPERTY IDENTIFIED AS LOT 2 ON THE PRELIMINARY SUBDIVISION PLAT PREPARED BY WARD CARPENTER ENGINEERS, INC. DATED MAY 26, 2022 VILLAGE OF RYE BROOK PLANNING BOARD WHEREAS,JMC, PLLC, on behalf of the Applicant Alex Zoldan (the "Applicant"), submitted an application for approval of a Site Plan application and Steep Slopes Work Permit for the construction of a single-family residence on property identified as Lot 2 on the Preliminary Subdivision Plat prepared by Ward Carpenter Engineers, Inc. dated May 26, 2022 for 2 Elm Hill Road, located in the R-12 Zoning District (the "Property"); and WHEREAS, the Planning Board is the Approval Authority for this application pursuant to Village Code §§ 209-1.A(2)(a), 209-1.13(4), 209-1.13(5)(a)[3] and 213-7.A; and WHEREAS, the Planning Board reviewed the following plans and application materials: 1. Full Environmental Assessment Form and EAF Mapper Summary Report dated 5/27/22; 2. Application for Site Plan Approval for Lots 1, 2 and 3; 3. Site Plan Submittal Review Checklist for Lots 1, 2 and 3; 4. Exterior Building Permit Application for Lots 1, 2 and 3; 5. Building Permit Checklist & Zoning Analysis for Lots 1, 2 and 3; 6. The following engineering plans generally entitled, "Proposed 3 Lot Subdivision—Lot 2" prepared JMC, PLLC, last revised 9/29/22: a. Sheet C-002, "Cover Sheet," b. Sheet C-100, "Overall Existing Conditions Map & Demolition Plan," C. Sheet C-101, "Overall Site Plan," d. Sheet C-102, "Site Distance Plan," e. Sheet C-103, "Phase 1 Construction Management Plan," f. Sheet C-104, "Phase 2 Construction Management Plan," g. Sheet C-202, "Erosion and Sediment Control Plan —Lot 2," h. Sheet C-302, "Layout Plan—Lot 2," i. Sheet C-400, "Overall Grading and Utilities Plan," j. Sheet C-402, "Grading and Utilities Plan—Lot 2," k. Sheet L-100, "Overall Landscaping Plan," 1. Sheet L-102, "Landscaping Plan—Lot 2," M. Sheet C-900, "Site Details," n. Sheet C-901, "Site Details," FILE COPY 1 October 13, 2022 APPROVED 4-0 o. Sheet C-902, "Site Details," p. Sheet C-903, "Site Details." 7. A Site Survey prepared by Ward Carpenter Engineers, Inc. dated 2/22/22. 8. A Preliminary Subdivision Plat prepared by Ward Carpenter Engineers, Inc. dated 5/26/22; and WHEREAS, the site plan application is a Type II Action pursuant to 6 NYCRR 617.5(c)(12) of the State Environmental Quality Review Act (SEQRA) thereby requiring no further environmental review; and WHEREAS, on October 13, 2022, the Planning Board granted Preliminary and Final Subdivision Plat approval to the Applicant for a three-lot subdivision on the property located at 2 Elm Hill Drive, designated as Section 135.51, Block 1, Lot 1 on the Town of Rye Tax Map for the construction of three, new single-family residences; and WHEREAS, a duly advertised public hearing was opened on the Site Plan and Steep Slopes Work Permit application for Lot 2 on September 8, 2022 and continued to October 13, 2022 at which time all those wishing to be heard on the Application were given such opportunity, and the public hearing was closed on October 13, 2022; 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 for the construction of the single-family home; and WHEREAS, the Planning Board, Village Planning Consultant, and Village staff have reviewed all application materials and made recommendations regarding site distance and construction staging; and WHEREAS,the Planning Board is fully familiar with the application and the property. NOW, THEREFORE, BE IT RESOLVED, that the Village of Rye Brook Planning Board hereby approves the Site Plan and Steep Slopes Work Permit to construct a single-family residence on property identified as Lot 2 on the Preliminary Subdivision Plat prepared by Ward Carpenter Engineers, Inc. dated May 26, 2022 for 2 Elm Hill Road,located in the R-12 Zoning District, subject to the following conditions: 1. The Applicant shall submit a Construction Management Plan to the satisfaction of the Village Building Inspector and Superintendent of Public Works/Village Engineer. At a minimum the Construction Management Plan shall show where the equipment will be stored,worker parking and how deliveries will be handled. 2. Model inputs such as infiltration rates, infiltration system volumes, and system overflow elevations must be submitted to confirm consistency with the proposed plans. 2 October 13, 2022 APPROVED 4-0 3. Percolation tests shall be repeated and witnessed by the Village prior to issuance of a Building Permit. 4. Notes such as "to isolator row" and "to infiltration system" be added next to the appropriate invert elevations in the lawn inlet identifications on the Grading and Utility. 5. The identification of the drainage structure receiving the pool water shall be confirmed. 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. On motion by Ms. Schoen,seconded by Mr. Rettner, Superintendent of Public Works/Village Engineer, called the roll: MR. GRZAN Voting Excused MR. KROM Voting Excused MR. MENDELSOHN Voting Aye MR. RETTNER Voting Aye MS. SCHOEN Voting Aye MR. TARTAGLIA Voting Excused CHAIRMAN GOODMAN Voting Aye 3 VILLAGE OF RYE BROOK WESTCHESTER COUNTY, NEW YORK NO: 25-055 Temporarp * Certtftrate of ®rrupa.ucp This is to certify that c,2 EJI" / z - &c— of, 9.1'-00 ker having duly filed an application on 20 0�5 requesting a Temporary Certificate of Occupancy for the premises known as, y L..,,I m J / !/YJ ' , Rye Brook,NY, located in a Zoning District and shown on the most current Tax Map as Section: •5 / Block: i Lot: /.'�?' , and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No. al c>, issued U 1,:2 ' 20 c;�3, such authority and permission is hereby granted to the property owner to lawfully occupy or use said premises or building or part thereof listed under the following New York State Classifications, Use: 4z22/Lconstruction: 1-2�3 for the following purposes: -N-eu) , ,base Men '1L Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the following: -M ,s, -rcfo ruill -exniy(f oh a)aLd . This certificate does not in any way relieve the owners or any person or persons in possession or control of the premises, building, or any part thereof from obtaining such other permits or licenses as may be prescribed by law for the uses or purposes for which the building or premises is designed or intended. Furthermore, it does not relieve such owners or persons from complying with any lawful order issued with the object of maintaining the premises or building in a safe and lawful condition. No changes or rearrangement in the structural parts of the building or in the exit facilities shall be made, and no enlargement, whether by extending on any side or byABtTasing in height shall be made, nor shall the building be moved from one location to another until a permit to accomp sh sqth ch as een o tained from the Building Inspector. Building Inspector,Village of Rye Brook: Date: APR 2 5 2025 �yE DR tab 4.°J j�v . 19 VILLAGE OF RYE BROOK MAYOR 938 King Street,Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0668 Christopher J.Bradbury www.ryebrookny.gov TRUSTEES BUILDING& FIRE INSPECTOR Susan R. Epstein Steven E. Fews David M. Heiser Donald T. Krom,Jr. Salvatore W. Morlino CERTIFICATE OF COMPLIANCE December 15,2025 Adam Goldsmith&Jamie Goldsmith 4 Elm Hill Drive Rye Brook,New York 10573 Re: 4 Elm Hill Drive, Rye Brook,New York 10573 Parcel ID#: 135.51-1-1.2 Mechanical Permit#25-021 issued on 2/18/2025 for Fire Sprinkler System This certifies that the residential fire sprinkler system,installed under the above captioned permit,has been satisfactorily completed. Sincerely, Steven E. Fews Building&Fire Inspector /to yE DR C�Cti J y J V t Gig � G 7. 19 VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0668 Christopher J. Bradbury www.ryebrookny.gov TRUSTEES BUILDING&FIRE INSPECTOR Susan R. Epstein Steven E. Fews David M. Heiser Donald T. Krom,Jr. Salvatore W. Morlino CERTIFICATE OF COMPLIANCE December 15,2025 Adam Goldsmith&Jamie Goldsmith 4 Elm Hill Drive Rye Brook,New York 10573 Re: 4 Elm Hill Drive, Rye Brook,New York 10573 Parcel ID#: 135.51-1-1.2 This document certifies that the work done under Mechanical Permit #25-032 issued on 3/7/2025 for the installation of an above-ground propane tank has been satisfactorily completed. Sincerely, Steven E. Fews Building&Fire Inspector /to yE aR C .^ t V �,b4 . 190 J•�� VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A.Klein (914) 939-0668 Christopher J.Bradbury www.ryebtookn,.gov TRUSTEES BUILDING& FIRE INSPECTOR Susan R.Epstein Steven E. Fews David M. Heiser Donald T.Krom,Jr. Salvatore W.Morlino CERTIFICATE OF COMPLIANCE December 15,2025 Adam Goldsmith&Jamie Goldsmith 4 Elm Hill Drive Rye Brook,New York 10573 Re: 4 Elm Hill Drive, Rye Brook,New York 10573 Parcel ID#: 135.51-1-1.2 This document certifies that the work done under Mechanical Permit #25-031 issued on 3/7/2025 for the installation of three condensers and three air handlers have been satisfactorily completed. Sincerely, 1 /t Steven E. Fews Building&Fire Inspector /to ED E C E 0 " BUILDING Ell RRTMENT For office use only: VILIrA� OF RYE�ROOK ISSUED' IT# ` DEC -3 2025 38 KING STREET}2cYE BROOK,NEW YORK 10573 DATE: 914 939-0668 FEE: —7 J PAID VILLAGE OF RYE BROOK l ),_ _ BUILDING DEPARTMENT "*.'ryebrookny.zoy APPLICATION FOR CERTIFICATE OF OCCUPANCY, CERTIFICATE OF COMPLIANCE, AND CERTIFICATION OF FINAL COSTS TO BE SUBMITTED ONLY UPON COMPLETION OF ALL WORK, AND PRIOR TO THE FINAL INSPECTION #;4#4##itittiii#}###;titii#i###}#;i#ti#ttt#i##t#}#;it# }ii4;#i#}tt#ik}}ii#}i4##iiti#ii;i#4t##tt#i#t}44ii##tt#444}##;##ii#ii4i Address: u Elm j:Ljh T)y ' U- - , QUA? Byb6j Ny SOS 13 nn Occupancy/Use: Parcel ID#: ' 6-5 Zone: �— Owner: � am It.{ ACIM 6510 tW 1'1'1 H'h Address: ,S ckfte— P.E./R.A. or Contractor:W X Zol tay) Address: Person in responsible charge: j aMV, b CA&n V&I Address: Application is hereby made and submitted to the Building Inspector of the Village of Rye Brook for the issuance of a Certificate of Occupancy/Certificate of Compliance for the structure/construction/alteration herein mentioned in accordance with law: STATE OF NEW YORK,COUNTY OF WESTCHESTER as:J aMlt Ll Nc th being duly swom,deposes and says that he/she resides at U Elm l m Ofi l bV t(j-Q_ (Print Name of Applicant) (No.and Street) in 16 V6 0 K ,in the County of_ M S tEh e j l y in the State of NJ ,that (Cityrrown/Village) he/she has supervised the work at the location indicated above,and that the actual total cost of the work,including all site improvements, labor,materials,scaffolding,fixed equipment,professional fees,and including the monetary value of any materials and labor which may have been donated gratis was:$ , 3vo, 0 a V for the construction or alteration of: mg tk -�o m 1l q d Lu el!l i ml Deponent further states that he/she has examined the approved plans of the structure/work herein referred to for which a Certificate of Occupancy/Compliance is sought,and that to the best of his/her knowledge and belief,the structure/work has been erected/completed in accordance with the approved plans and any amendments thereto except in so far as variations therefore have been legally authorized,and as erected/completed complies with the laws governing building construction.Deponent further understands that it shall be unlawful for an owner to use or permit the use of any building or premises or part thereof hereafter created,erected,changed,converted or enlarged,wholly or partly,in its use or structure until a Certificate of Occupancy or Certificate of Compliance shall have been duly issued by the Building Inspector as per§250-10.A.of the Code of the Village of Rye Brook. Sworn to before me this 30 Sworn to before me this day of DQ(,Qrn Y , 20 2s day of , 20 Sijdature of Property Owner Signature of Applicant 3amrn 616c lrn lth t Name of Property Owner Print Name of Applicant \ 3�VJ Notary Public Notary Public SHARI MELILLO Notaty Public,State of New York No.01ME6160063 1'2",4 Qualitied In Westchester County Commission Expires January 29,20�� D �, BUILDING DEPARTMENT For office use onl PERMIT# VILLAGE OF RYE�IrQOK ISSUED: = 'tiq DEC - 3 2025 SKING STREET?RYE BROOK,"P�EW YORK 10573 DATE: '(914)939-0668 FEE: GOO PAID dko VILLAGE OF RYE BROOK www:ryebroolcny_�ov BUILDING DEPARTMENT APPLICATION FOR TEMPORARY CERTIFICATE OF OCCUPANCY It shall be unlawful for an owner to use or permit the use of any building or premises or part thereof hereafter created, erected, changed, converted or enlarged,wholly or partly, in its use or structure until a certificate of occupancy shall have been issued by the Building Inspector.§250-10.A.Code ofthe Village of Rye Brook Address: Occupancy/Use: ]— & i /M Parcel ID#: Zone: Owner: �am tt 11V)6 lud M (91016s m 411 Address: 5 CAX Contractor: A6 20 46[n Address: Person in responsible charge: A14 2641y) Address: Reason for temporary use: Estimated date of completion: Application is hereby made and submitted to the Building Inspector of the Village of Rye Brook for the issuance of a Temporary Certificate of Occupancy for the structure herein mentioned in accordance with law: STATE OF NEW YORK, COUNTY OF WESTCHESTER as: A W It being duly sworn,deposes and says that he/she resides at LI 0 m th Q h W (Print Name of Applicant) (No.and Street) in 2::. Q j/>b t;'IC , in the County of \IVQStywSy2Y in the State of ,that (City/town/Village) he/she has supervised the work performed to date at the location indicated above, for the construction, alteration or repair of: SlYl lk - YYI I IV d�P�IIV1lJ,l Deponent further states that he/she understands that a Certificate of Occupancy must be applied for and obtained upon completion of the above captioned project in accordance with law, and that a Temporary Certificate of Occupancy shall only be valid for a period not to exceed thirty(30)days. Sworn too before me this -SM Sworn to before me this day of 'x(e1� , 20 day of , 20 d V k Sig lure of Property'Owner Signature of Applicant Damp, f�o�d�ml Pfrarvarne of Property yOOwner r'c Print Name of Applicant Notary Public Notary Public SHARI MEULLO wota;y Public,State of New York No.01ME6160063 Qualified In Westchester County ^nmrn'ssion Expires January 29,20 2? 6/1/2024 D E QE M� _ BUILD TMENT For office use on \ PERMIT# MAR 2 5 2025 vII. OF RYE OK ISSUED: VILLAGE OF RYE BROOK 381[{><Nc SIRE hh; YE BROOK, YORK 10573 DATE: BUILDING DEPARTMENT f 4)939-0 FEE:, �•7 PAIDJK -- wwt�.ry oo ny.gov APPLICATION FOR TEMPORARY CERTIFICATE OF OCCUPANCY It shall be unlawful for an owner to use or permit the use of any building or premises or part thereof hereafter created, erected, changed, converted or enlarged, wholly or partly, in its use or structure until a certificate of occupancy shall have beenissued by the Building Inspector.§250-10.A.Code of the Village of Rye Brook Address: `� / /1/� 9/18 Dirl'OlL i �t�Q L Occupancy/Use: Parcel ID#: Zone: c)i,- Owner: Address: Contractor: rddress: / Person in responsible charge: �� 2 v �'e NAddress: Reason for temporary use: G fi ��� d Estimated date of completion: P/q-y Application is hereby made and submitted to the Building Inspector of the Village of Rye Brook for the issuance of a Temporary Certificate of Occupancy for the structure herein mentioned in accordance with law: STATE OF NEW YORK,COUNTY OF WESTCHESTER as: A `; z0 /d4*-, being duly sworn,deposes and says that he/she resides at (Pri Name of Ap ant) ) (No.and Street) in L 0 7o V 1( , in the County of ���� in the State of that (Cityrrown/Village) he/she has supervised the wor performed to at at the location indicated above, for c stru , alteration or repair of: i r, Deponent further states that he/she understands that a Certificate of Occupancy must be applied for and obtained upon completion of the above captioned project in accordance with law, and that a Temporary Certificate of Occupancy shall only be valid for a period not to exceed thirty(30)days. Sworn to before me this ,? Sworn to before me this day of Mac('�\ , 20L�� day of , 20 S' af&e of Prope caner Signature of Applicant m Ime of Property Owner Print Name of Applicant L=L Notary Public SHMI MEULLO Notary Public Notary Public,State of New York No.0J.ME6160063 Qualified In Westchester County Commission Expires January 29,20 7-7 6/1/2024 BRot 90 BUILDING DEPARTMENT ]BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑ VILLAGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 ❑ CODE ENFORCEMENT OFFICER (914) 939-0668 FAX(914) 939-5801 — — — — — — — — — — — — - - — - - - — — — INSPECTION REPORT — — — — — — — — — — — - - — — — — — — — — M c ADDRESS: DATE: Z Z� PERMIT# ✓✓ ISSUED: SECT: /7 BLOCK: LOT: l i LOCATION: 1v ( \ S� � �1 W s W� , r„ SOCCUPANCY: ❑ VIOLATION NOTED TIE WORK IS... ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED 0 FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING 0 ROUGH FRAMING 0 INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK 11 FIRE SPRINKLER ❑ FINAL PLUMBLING ❑ 'FINAL 0 OTHER �yE BRC�u� 1982 BUILDING DEPARTMENT BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : 1 l ` " ` DATE• ' PERMIT# \`.0 ISSUED: SECT: BLOCK: LOT: LOCATION: ��"� �J`� `.� l ���� OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION t ❑ FINAL ❑ OTHER QyE BR(uk, O� Zm cu � BUILDING DEPARTMENT Ef BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 King Street • Rye Brook,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : DATE: PERMIT# ISSUED: SECT: �> BLOCK: LOT: ! LOCATION: 1 -` ��� G�Y� ` OCCUPANCY: �"r ❑ Violation Noted THE WORK IS... ❑ PASSED [] FAILED REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ Natural Gas ❑ L.P.Gas 1�X 14Z - ❑ FUEL TANK Jv ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION FINAL ❑ OTHER r QyE BRC�k. cu � 198,2. �7 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : DATE: 7 - L `' � '-qG-s- PERMIT# ISSUED: SECT: BLOCK: LOT: 2- LOCATION: t OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION Q FINAL ❑ OTHER QyE BRCuk, cu � BUILDING DEPARTMENT BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET . RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : \ C c� 1-�, `.` ( ) (- DATE: PERMIT# ( � ISSUED:y(� �' 7- `/ Z.3 SECT: BLOCK: LOT: -?' J LOCATION: F Vj I kIC OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ✓ �' 1 , ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL 1. ❑ OTHER _, CPC' 1 11 V �- cal �.',��✓A c t 4RC�uk� 1982 BUILDING DEPARTMENT BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS :- DATE: PERMIT# ISSUED: SECT: BLOCK: LOT: LOCATION: OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING (� ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ���•\J` U C 1 CS O \e�L �-�� �(�'`-1 '' CST ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER C \o�y( e Vr,t" 0�_� ❑ FINAL PLUMBING ❑ CROSS CONNECTIONi ❑ FINAL Cl ❑ OTHER � f t)ESL 1 i 1r EBRC� c Qy � 0 o� �m /� BUILDING DEPARTMENT ❑BUILDING INSPECTOR [/ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET . RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : Lq H� i- to 14 1 c L DATE: PERMIT# PP Z-Z> - I 0 ISSUED: SECT: 8S• BLOCK: LOT: ' �- LOCATION: /" !� J-1O LA OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED EJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS o/ f ❑ FUEL TANK ❑ FIRE SPRINKLER ✓ ✓ Q FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL /J� ❑ OTHER /. L� U, '✓ -A l ry 0(Aj Le , 1 .4 2u��I, c� Y,t; . %�-eA 0 N P j4 ,k,, c� tot IN A 'I>A//^-�I} / �E BRC�� 982 BUILDING DEPARTMENT ❑B!UILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ,, ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : — IF L k l 14 1 L L J'� 1 J C: DATE: `) PERMIT# ISSUED: 'Zy- 2-3 SECT: 13S— S BLOCK: LOT: LOCATION: jV 4�) �,u U OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS —T ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION Q FINAL YVlOL. i c (-`. f >.. ,,_1 Lcy" ❑ OTHERl LPc x S co k V. 4}' 'c NO Ng2d� Paz 3 /<e o s aj -� /-c 7- A-, L - ✓Q A 7 r/c_ L I �E DRCq'. �7 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : DATE: PERMIT# ISSUED: SECT: BLOCK: LOT: LOCATION: OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �'yE BRO., o`` tim 1982 BUILDING DEPARTMENT ❑,/BUILDING INSPECTOR E]ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - / ' ?5-e- ADDRESS : `-i F_ x_ (yt i A i L ,, DATE: :-. PERMIT# �P Z O ISSUED: SECT:�-3-5 , S�� BLOCK: LOT: l LOCATION: R J r�� �t ) Q',t OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK n 1� ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �yE BRC�� cu � 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET . RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - / i I ADDRESS : DATE: i - 6 y L U L PERMIT# ISSUED: J" /-4$ECT: BLOCK: LOT: L LOCATION: OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER , v inage or xye nroox Public Works and Engineering Department �j 0� 938 KING STREET•RYE BROOK,MY 10573 (914)939-0753 FAX (914)939-0242 INSPECTION REPORT Address: �� r' Date: Name: C Location: Permit#: Phone: � - Email: Work being Inspected: �/zl-r- !-'��� /��/ ��i`✓ �//' � _ Work Inspected is: Accepted Rejected Re-Inspection Required Violation Noted �� Code Section sZ17- z Z_ =/ / e 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 245 Wetlands Pass Fail Violation Other: Pass Fail Io ation Notes: Diagram �,O �yE BRC�k uJ � 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - -- - ADDRESS : + L r.,l k 1 �e 1 AL DATE: 1-2-.-3 Z oz -/ PERMIT# ISSUED: SECT: BLOCK: LOT: Z 2- LOCATION: � '"� � C/�. ,�' ` `�''-�' ��� ''- OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE BRC�� 1932 BUILDING DEPARTMENT ❑BUILDING INSPECTOR {].ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET . RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : IG L/Y7 All DAlf 1 ✓( DATE: 1 PERMIT# M/ (;?, 3 - / Z !j -ISSUED:-,?Y- 1 J SECT: /.3, ,) / BLOCK: LOT: LOCATION: OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL OTHER QyE(3RC�k, BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - - - -- - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : 1 `M �\ l I y--t- DATE: z (-)Z 'T PERMIT# 1',\ ��- IL/ ISSUED: $ECT: BLOCK: LOT: ! L LOCATION: 'y C'w t�o�j a OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE BRC�k, O`` tim 932 BUILDING DEPARTMENT []BUILDING INSPECTOR U'ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - -- - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS :— 7 E L 1 ` �2 (y e DATE: 1 Z PERMIT# ISSUED: Q SECT: BLOCK: LOT: /' 2- n' \ LOCATION: 'A / OCCUPANCY: J fl VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ROUGH PLUMBING ROUGH FRAMING ❑ INSULATION❑ NATURAL GAS N L l < ❑ L.P. GAS ❑ FUEL TANK Y �` ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE BRC�� 1932 BUILDING DEPARTMENT ❑RUILDING INSPECTOR VSSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK „• ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : 4 'N� , 1 V`e DATE: 1 2-J Z � PERMIT# ISSUED: Z�" SECT: bI BLOCK:_LOT: �' Z LOCATION: " ``�, �\A � OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION r, ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL 0 OTHER r(at �yE BR ". cu � • �9�2 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 King Street• Rye Brook,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : <l L W 1 I'� , 1, Q JP DATE: s' f Q PERMIT# ` ` 2 U ISSUED: 17- Z SECT: I 5J r BLOCK:_ LOT: Z- LOCATION: P l' � Y�y� S OCCUPANCY: ❑ Violation Noted THE WORK IS... V000'EABSM ❑ FAILED REINSPECTION ❑ SITE INSPECTION '700-\ �L Oti REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE vv ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: O'ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION � ❑ Natural Gas V e g"L.P. Gas [I FUEL TANK C� U� C ❑ FIRE SPRINKLER ❑ FINAL PLUMBING �� o ❑ CROSS CONNECTION r} ] ❑ FINAL 1 R L Coo(J�f p 4 b ri �S U L p i e ❑ OTHER Z K. � ►-x--,j N l-\\\�- � I s s Q l.� Sam �0 O� j TOO r S I O z (ZA s51 7 Qj i3C" �E BR(�k. O�` tim • 1932• BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 King Street• Rye Brook,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS :- �= L y ( L L ���G' �/ DATE: PERMIT# P G u Z ISSUED: 3-Z- _ Z SECT: / +i BLOCK: LOT: LOCATION: o L') y S-F� OCCUPANCY: ❑ Violation Noted THE WORK IS... ❑ PASSED K"FAILED REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ROUGH FRAMING ❑ INSULATION J ❑ Natural Gas ❑ as FUEL GTANK ❑ FIRE SPRINKLER 0Q A i 'j 4 LL Y�l' 1�i�c ) 4- L U ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ` J ❑ OTHER I l.. t?�u h 2 1 plc ,� �yE BR(�k. Q • �9�z BUILDING DEPARTMENT ❑BUILDING INSPECTOR w(SSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 King Street • Rye Brook,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - -- - --- - - - ADDRESS : 1-1 r L_ mM H \ L LL -Z)2 I v'p- DATE: Y G s-Z O L'y PERMIT# M? 2 17 ISSUED: 8-Z y'13 SECT: 3 5 •S BLOCK: / LOT: 11 L LOCATION: OCCUPANCY: ❑ Violation Noted THE WORK IS... ❑ PASSED FAILED /REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION I I ❑ Natural Gas �J n Se ' r ti NFP c S 4D r ❑ L.P. Gas 1 ❑ FUEL TANK FIRE SPRINKLER L S P(A ❑ FINAL PLUMBING ` 1 ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER Qyre_BRC��• • �9�2 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 King Street • Rye Brook,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : DATE: PERMIT# ISSUED: SECT: BLOCK: LOT: LOCATION: OCCUPANCY: ❑ Violation Noted THE WORK IS... ❑ PASSED ❑ FAILED REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING [I ROUGH FRAMING 4 � ❑ INSULATION j ❑ Natural Gas ❑ L.P. Gas ❑ FUEL TANK ❑ FIRE SPRINKLER �' ��J\Q ` CA� n P(-� j ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL OTHER / �v{ ❑ 1 U\ U Cn C��el 0 LX � , �1 �cP( ✓�C �\ �� k<A \fir . AjQ C-- QyE DR(��, O� 2� a � BUILDING DEPARTMENT ❑BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 King Street. Rye Brook,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS :- DATE: PERMIT# ISSUED: t JECT: BLOCK: LOT: LOCATION: OCCUPANCY: 1J ❑ Violation Noted THE WORK IS... ❑ PASSED ,B FAILED /REINSPECTION ❑ SITE INSPECTION ��J REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION _ _ ❑ Natural Gas r�'1 Y�I�.C' O t 01` ❑ L.P. Gas ❑ FUEL TANK • ❑ FIRE SPRINKLER \ ❑ FINAL PLUMBING G ❑ CROSS CONNECTION T-- V ❑ FINAL Q�V 777 OTHER QyE BR��• o`` tim • 1982 BUILDING DEPARTMENT ! BUILDING INSPECTOR y❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 King Street• Rye Brook,NY 10573 j (914) 939-0668 FAx (914) 939-5801 www ryebrook.org i - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - -- 0 ` 1 ADDRESS DATE: G� PERMIT# / �� ISSUED: SECT: BLOCK: LOT: LOCATION: «-� OCCUPANCY: \ `� I ❑ Violation Noted THE WORK IS... PASSED ❑ FAILED REINSPECTION ❑ SITE INSPECTION [�j' REQUIRED ❑ FOOTING Ll ' ❑ FOOTING DRAINAGE ❑ FOUNDATION Lt UNDERGROUND PLUMBING NOTES ON INSPECTION: t ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ Natural Gas ❑ L.P. Gas ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER t- �E BR(��, ��• �9a2 `� BUILDING DEPARTMENT Q'BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 King Street • Rye Brook,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS:— DATE: PERMIT# 1 �~ , ISSUED: SECT: BLOCK: LOT: LOCATION: -J 1 U' nd 'O J� OCCUPANCY: ❑ Violation Noted THE WORK IS... ❑ PASSED FAILED / REINSPECTION aa.SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE Z FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION aa ❑ Natural Gas ❑ L.P. Gas ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL I ��� V e - I 6" eoC C]C� ❑ OTHER R OBR 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK / ❑CODE ENFORCEMENT OFFICER 938 King Street • Rye Brook,NY 10573 (914) 939-0668 FAx (914) 939-5801 www Uebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : i 1 , ` ` ✓'` \' V DATE: Y PERMIT# ISSUED: SECT: BLOCK: LOT: LOCATION: �.� �- ' ( �` "�\ OCCUPANCY: ❑ Violation Noted THE WORK IS... ❑ PASSED ❑ FAILED REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ Natural Gas ❑ L.P. Gas ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL { ❑ OTHER QyE BRC��. cu � 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 King Street. Rye Brook,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - L -ADDRESS :- DATE: 2� � j S` rERMIT# ISSUED: 2�l SECT: BLOCK: LOT: LOCATION: ;� C--'` C' OCCUPANCY: aka ❑ Violation Noted THE WORK IS... ❑ /PASSED -. ❑ FAILED REINSPECTION ❑ SITE INSPECTION P\�A'QA REQUIRED ❑ FOOTING V ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ Natural Gas ❑ L.P.Gas ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER N ` W iA � W ao O0 0.4r`-,� V � LnLn Db CD 61 O Z 0 0 00 ° o © � V w V o � za .d � WIt z O oa � i' 3 00 Q W PLO ' cM ZW N o ° w 14 pQ � C O ; A o 4 � 0 � 0 � � � � W b 00 N e, a N c1r) CD Cn Ln M--I a Fi a o : U z o ° p Q WO U LU v QJ W Z IL IL noLLI � U z u. Z 12 La ° - C > z R'" w w d •" a -a 7: 1L 11 Q �4 W a D C� VIE BUILDI�T0�i� MENT Z' V IL!9T OF RYE OK !UN 7 2022 938 KING RYt Bit NY 10573 VILLAGE OF RYE BROOK ; o BUILDING DEPARTMENT rg FOR OFFICE USE ONLY: / : AUGa4 ' �� � 7 6 Approval Date: -�+it# Application# Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: : Date: BOT Approval Date: Case# n' Chairman: PB Approval Date: Case# !"T : Secretary: ZBA Approval Date: Case# Other: Application Fee. 7 r Permit Fees:,A-")O l3 � EXTERIOR BUILDING PERMIT APPLICATION ff�� � Application dated: V � 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,alterations or for a change in use,as per detailed statement described below. 1. JobAddress: Z Rd— '�71l'— LY WC_, 1Y?1X " 4;k Z) 2. Parcel ID#: 13Ss) _1- ) , L----)- Zone: ~ 2- 3. Proposed Improvement(Describe in detail): W r UJl NV ISIDA! At6 _W Co�"r�^�LTi� 4. Property Owner:_ Q? I 1 rn � 1 I ,�^�^ZU Address:� J_ Or,w, [&I.0, V/t. Phone# Cell# e-mail List All Other Properties Owned in Rye Brook: QyWe 1_41S MrF_97ry Applicant: 11V_X' 'fit fAl lv Address: .S*eya c*Wl: . 1�A wMytA,4_ I AA i©--L Phone#_ q1k _7113- Cell# "— e-mail Architect: SP64FLMA& Aj1 c tkr*al1 %_ M_t>II .V ?( a- MFIJOti SPA/I,.AAN Address: MIt k_ 2w9j (RohD.uN+r tub, lA wN\ LP A/ ,M( kg�31 Phone# a` g ' (- 1 Z. Cell# "" e-mail 6(j-LKitct t.,J&s V,k14s }' Engineer: !:5,-AL,pL-kl(r — R_uk &NAPI�61 Pf- X- nUct t41n^ Address: - N`i kGSG Phone# sz:m; Cell# e-mail 1-64AkOAdif e_ tML %W('.lvA^ General Contractor:_67 A CiN� Stre e i Address: 16a,r q Phone#9/7_ Cell# e-mail (1) sn2no21 5. Occupancy;(1-Fam.,2-Fam.,Commercial.,etc...)Pre-construction: ��t`11�`f' Post-construction:] �'FA^-n 6. Area of lot: Square feet:�'�,�"LL- / Acres: o, b 7. Dimensions from proposed building or structure to lot lines: front yard:i:r rear yard: -} right side yard:_ N ZS left side yard: L' � other: 8. If building is located on a comer lot,which street does it front on: C-LAIN V`lf` IQ tJ` 9. Area of proposed building in square feet: Basement: 1It fl: Z L" -2°dfl: 3'd fl: 10. Total Square Footage of the proposed new construction: 4 AID 11. For additions,total square footage added: Basement: 11 fl: 21 fl: 3'd fl: 12. Total Square Footage of the proposed renovation to the existing structure: w JA 13. N.Y. State Construction Classification: PC- V N.Y. State Use Classification: ! —3 14. Number of stories: Overall Height: Median Height: T 15. Basement to be full,or partial: A finished or unfinished: ,�V 1A 16. What material is the exterior finish: 17. Roof style;peaked,hip,mansard,shed,etc: Roofing material: 18. What system of heating: 19. If private sewage disposal is necessary,approval by the Westchester County Health Department must be submitted with this application. 20. Will the proposed project require the installation of a new,or an extension/modification to an existing automatic)ire re suppression system?(Fire Sprinkler,ANSL System,FM-200 System,Type I Hood,etc...) Yes: No: V (if yes,applicant must submit a separate Automatic Fire Suppression System Permit application&2 sets of detailed engineered plans) 21. Will the proposed project disturb 400 sq.ft.or more of land,or create 400 sq.ft.or of impervious coverage requiring a m re Stormwater Management Control Permit as per§217 of Village Code? Yes:�No: Area: Z1toLl SF �J-KA.1�UV 22, Will the gfoposed project require a Site Plan Review by the Village Planning Board as per§209 of Village Code?tr_'4 Yes: V No: (if yes,applicant must submit a Site Plan Application,&provide detailed drawings) `Nd 23. Will the proposed project require a Steep Slopes Permit as per§213 of Village Code Yes: _L1_No: (if yes,you must submit a Site Plan Application, &provide a detailed topographical survey) V/ 24. Is the lot located within 100 ft.of a Wetland as per§245 of Village Code? Yes: 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: No: (if yes,the area and elevations of the flood plane must be properly depicted on the survey&site plan)/ 26. Will the proposed project require a Tree Removal Permit as per§235 of Village Code? Yes: V No: (if 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: Indicate: TIER I: TIER 11: TIER IQ: (if yes,a Home Occupation Permit Application is required) 28. List all zoning variances granted or denied for the subject property: 29. What is the total estimated cost of construction: S Note; a estimated cost shall include all site improvements, labor,material,scaffolding,fixed equipme t,professional fees,including a aterial and labor which may be donated gratis.If the final cost exceeds the estimated f cost,an addition will be required issuance of the CIO. 30. Estimated date of completion: �f -w� 1 �yM+ � 70 (2) 8/1 212 02 1 E C EN E BUILDING DEPARTMENT VILLAGE OF RYE BROOK DEC 3 0 2021 938 KfNG STREET RYE BROOK,NY 1057; (914)939-0668 VILLAGE OF RYE BROOK BUILDING DEPARTMENT ??'0ta&f_-0 RESIDENTIAL LOT AREA COVERAGE �.,,o-C hk2. Address: W)U X• Section: V�G 'S 1 Block: 1 Lot: PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS (Local Law 3-88 YOUR ZONE AREA IN MAIN ACCESS. DECK ZONE DISTRICT S©. FEET BLDG. BLDG. MAX. CHECK MAX. R-35 35,000 14% 4% 5% R-25 25,000 14% 3.5% 4% R-20 20,000 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% t3. % R-5 5,000 30% % % R-2F 5,000 30% 5% �a Existing: Proposed: 1.AREA OF LOT SO Sq. Ft. Sq. Ft. 2.AREA OF HOUSE a. Coverage of Main Building (Including Attached Garage or Accessory Building) Sq- Ft. Sq. Ft. b. Area of 111 Floor Divided By Area of Lot x 100 % _ �% 3. AREA OF ACCESSORY BUILDING (Includes Detached Garages,Tool Shed, Playhouses) Sq. Ft Sq. Ft_ a. Coverage of Accessory Building Area of Accessory Building Divided By Area of Lot x 100 % 4. AREA OF DECK Sq. Ft. � Sq. Ft. a. Coverage of Deck Area of Deck Divided By Area of Lot x 100 % I attest tc4he best of my knowledge and belief,the above information is correct. '+ A chitect's Signature (3) 8/122021 IVIL C�E��EBUILDING DEPARTMENT DEC 3 0 2021 VILLAGEOF RYE BROOK938 KING STREET RYE BROOK,NY 10573 E OF RYE BROOK (914)939-0668DING DEPARTMENT IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address: 2, hH WL P�Section:R;- VBlock: Lot: I 'Lone: Z 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 4 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 *"Base Lot Area"is the minimum end of the lot size �-F 30 range in the"Lot Area"column Area of lot: s .ft. Existina Allowed Proposed Total impervious covers = S .ft. " S . ft. 236 S .ft. Front impendous coverage= % 4o % 96 •7> 1 attest to the best of my knowledge and belief,the above information is co rest. �1 chitect's Signature (4) S/1=021 D EE.(CC BUILDING DEPARTMENT VILLAGE OF RYE BROOK Pgo��� DEC 3 021 938 KrNG STREET RYE BROOK,NY 10573 Ak 2- VILLAGE OF RYE BROOK (914)939-0668 BUILDING DEPARTMENT BULK REGULATIONS IN RESIDENTIAL DISTRICTS Address: Section: ( Block: , Lot MAXIMUM GROSS FLOOR AREA USE FORMULA: Maximum Gross Floor Area= 4,000+ [ (Lot Area-21,780) x 0.11478421 J; a. Allowed = iilzaSq. Feet b. Existing = /A� Sq. Feet c. Proposed = 4 14(o 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 line 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 I 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.- ZONE EUS77AFG PIIQIDPIOIWD AEOMAED FRONT: FRONT: FRONT: .44 R63S SIDE: SIDE: SIDE: 1.20 FRONT: FRONT: FRONT: .48 "S SIDE: SIDE: SIDE: 1.30 FRONT: FRONT: FRONT: .60 AW SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .60 At-IS SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 RL15A SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .69 AL12 SIDE: SIDE: J.0S SIDE: 1.60 FRONT: FRONT: FRONT: .80 RLIO SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .96 ALL SIDE; SIDE: SIDE: 3.00 FRONT: FRONT: FRONT: 1.20 ALS SIDE: SIDE: SIDE: 4.00 FRONT: FRONT: FRONT: 1.20 ALJF SIDE: SIDE: SIDE: 4.00 1 attest to the be knowledge and belief, a above information is correct. 1— Architect's Signature (5) 8J12/2021 BUILDING.. TMENT VrLLa'i OF RA600K 938 KING ET Ryt BP-0f _1� NY 10573 .014 W*W.r_X7 901k!k P_ wwxxxxxxxxxxxw**+►+r*xx*******w****wwxwx***�r*+ewwwwxxwwwwwwxxw*x,�,r**wxxxxw�t**wxrxxwxx***wx*www**w*wxxxx*x* AFFIDAVIT OF COMPLIANCE VILLAGE CODE §216 • STORM SEWERS 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: (� 31, 1khto, aij , residing at, �i � ll bWk, '� Print name) (Address where ou li e) 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; l ve ,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.11operty Ot er(s)) gldnb�4 p6ffma'a (Print Narne of Pro erty Owner(s)) Sworn to before me this day of , 20 Z2 (Notary Publi KIMBERLY ROMANINO NOTARY PUBLIC-STATE OF NEW YORK No. O1 RO6134291 Quo hilecJ I,. Putnam County �1��C (6) My Cbmnilssion Expires September 26, 8/12/2021 This form must be properly completed &notarized by the Design Professional of record and the Property Owner. Failure to provide this completed form with your permit application will delay the permitting process. Notice of Utilization of Truss Type, Pre-Engineered Wood, or Timber Frame Construction. (Title 19 Part 1264& 1265 NYCRR) To:The Building Inspector of the Village of Rye Brook. �r� From: � '"�6 A I A Subject Property: 01) I' !) SBL: r `1 a �` r Zone: Please take notice that the subject; ❑ One or Two Family; ❑Commercial, New Structure ❑Addition to an Existing Structure ❑Rehabilitation to an Existing Structure to be constructed or performed at the subject property will utilize; l)fruss Type Construction(TT) 1O BUIL0WO MUST BE POSTED V M A PERMANENT CONSTRUCTION ❑Pre-Engineered Wood Construction(PW) 1YpE IbEMI'IflCI1TI0N SIGN. ❑Timber Construction(TC) in the following location(s); FR PRIOR TO THE ISSUANCE OF A C/O, ❑ Floor Framing,including Girders&Beams(F) AS REQUIRED BY W STATE LAw. ❑Roof Framing(R) )(Floor Framing and Roof Framing(FR) Please note that prior to the issuance of the Certificate of Occupancy, the subject dwelling or building utilizing truss type, pre-engineered wood, or timber construction must be posted with a Truss Identification Sign, installed in conformance with NYCRR§1264 for Commercial Buildings, and NYCRR§1265 for One&Two Family Dwellings. Sworn to bef a me this Sworn to before me this day 20 do ,20 �.a. Si a e of Pr perry O r gn f esi Profeswe5kf'- ameofal i 4I o rty er t N e o Des Professiona Notary Public Notary Public KIMBERLY ROMANINO NOTARY PUBLIC-STATE OF NEWYORK KIMBERL4 ROP:IANINO NOTARY PUBLIC-STATE OF NEW YORK No. Ol ROb134291 9uahrled i , Putnam County No. OIR06134291 My Commission Expires September 26,'a0QL5 7 9uafifled I.*, Putnam County ( ) My Commission Expires September 26. �� 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. STATF_0F W vinPV. rnrrnrry r)F WESTCHESTER ) as: _ _,being duly sworn,deposes and states that he/she is the applicant above named, (I*m!name o mdivi ual signing as the applicant) and further ctntne that.lclhP . the 1eoa1 nwner of the property to which this application pertains, or that (s)he is the L _ for the legal owner and is duly authorized to make and file this applicatiY (ioarchitect,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 Vt Sworn to before me this UCH day of �Vy"� , 20_Z-7 day ofMilo, )�L 20 �,-�- Sikat&e ofPmAerty own 1 Sign e of Applic Mff-lnao Print ame of Pro rty Owner Print Name of Applicant Notary Public Notary Public KIMBERLY ROhIANINO NOTARY PUBLIC-STATE OF NEW YORK KIMBERLY ROI:IANINO No. 01R06134291 NOTARY PUBLIC-STATE OF NEW YORK 9uatirled f,, Putnam County *-� No. 01 R061 34291 My Commission Expires September 26, -Ioa& Quafided I., Putnam County �1 -`-- My Commission Expires September 26, �S) 8112/2021 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. tt 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. �«««*««,err+r***��::««««««#«,►««*t,�,►w�««#�*«:««�r***,r,rtt***«t*���r�«**t+r�,E«,�;#t#*,�,t�.�►.��.,v����**��,�***�...,*.. 9' F . V 1't?Rl�, �V F W 3"Ct1E5't'FR ) as ck being duly sworn,deposes and states that he/she is the applicant above namcel. t,pnn:name of tndi�tdi.ol Y�yiRgra 3hc+y,lieantt and her �atcasnthat; (s)hc is the legal owner of the property to which this application pertains, or that (s)he is thefor the legal owner and is duly authorized to make and file this application. (:�dic`ute rchttxt,am4^aklar.�yrnt,atturney,atc.1 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 he 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 Lnilbrin Fire prevention& Building Code,the Code of the Village:of Rye Brook and all other applicable laws,ordinances and rqulations. By signing this application, the property owner further declares that hefshc has inspected the subject property.and that to the best of his/her knowledge there:arc no roof drains,sump pumps or other prohibited stormwater or gmund%vater connections or sources of infiltration into the sanitary sewer system on or from the subject property. Sworn to before MC this Sworn to before the this dny ,i V 202z day of' 5ipr3ahl of Property Ch r Signatu f Appli Print Name of hopertp Gwncr ldq�J Print Name orApplicant ctaty I'uhlic Notary Public TFICIA SEWELL Notary public -State of New York N0. 01SE616449() Qualified to Kings Cnurty My C.or mission Eyp,re� AP' ?3 201 3 TR CIA SEWELL Nola,Y 1'.,bl�c state of New York No. n15C616449rY Qualifier!;n Kil:g'.Coyt tY MY Co 7mission Lxpv(.AV' ?3. Z(173 (g) 00 NLn W O = N ell 09 gg W - F ■ F A � v ~ O w can °� W • w ° x Z A a ; W NON 0 z 00 O Z x N o W ■ I""1 0 L Oz w W W Ln00 It 1-1 r—+ W x C4W V a � � z cn W N-I M N zen w Z • � � � � V a A � z �cn GIN cn W A V � T-+ z z � Zz x v N x w A o .. o F 1-4a W Z z $ cgs v W r ►~ W z F w o Q� O Cw7 z o Cn ,.a V W z a 6 x W F r Q W BUIL'PINA DEPARTMENT 1 VILE OF RYE BROOK APR ' 2 2024 938 KING TR ET RYE BROOK,NY 10573 _J VILLAGE_ OF RYE. BROOK wyv*W76bf ok.org I BUILDING DEPARTMENT ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR OFFICE USE ONLY BP#: (Sn - I EP#: OLIO (�p _ Approval Date: Permit Fee: Approval Signature: Other: DO NOT START WORK or CONSTRUCTION UNTIL A PERMIT HAS BEEN ISSUED BY THE BUILDING INSPECTOR. THE ADMINISTRATIVE FEE FOR WORK PROGRESSED OR COMPLETED WITHOUT A PERMIT IS 12%OF THE TOTAL COST OF CONSTRUCTION WITH A MINIMUM FEE OF$750 00 Application dated, O4.07-tOZ4 is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/or remove electrical equipment,wiring, fixtures,or to perform other high or low voltage electrical work as per the detailed statement described below. By signing this document, the applicant & property owner agree that all electrical work performed will be in conformance with all applicable Federal,State,County and Local Codes. 1.Address: y tgwi "I LL 9 F I w_ SBL: 13 r JI-I 2 Zone:'t"3 2.Property Owne .C Address: 4 $k .v1P_ Dr 22�`7' ti v Phone#: 31q 607, ZS4,C Cell#:_ 60 413Z*C email 1 &.1 u1OO.toeyl / 3.Master Electrician/Licensed Installer: Cp=r tM u W Address: � U/�"_1W_ " 0mitIn Lic.#: l l:Tff—Phone#: Cell email: %J 're- l p v , W." Company Name: tL ill C j1VC Address: W kt 4e 4.Proposed Electrical Work/Fixture Count: 6Jt (1 nN 4oY nPA,✓ Si v v 5.3r1 Party Electrical Inspection Agency: `)1,1j l S STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: Cesar N) ` , W ,being duly sworn,deposes and states that he/she is the applicant above named,and does further (print name of individual signing a•the applicant) ` state that(s)he is the M � JN!ft�% SAO✓1 for the legal owner and is duly authorized to make and file this application. (Master Electrician/Licensed Installer) The undersigned further states 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 216 4'1% day of ,20 day of �CCd ,20 �_ /,/- -A 0� Signature of Property Owner Sig re of Applicant Print Name of Property Owner 4Pri_nt?q_ame_ of t Notary Public D NotaryPubL Yor t Wsstcheester County 10/30/2023 No.O1Lt'3o182187 my Corrmission Expires Fsb.19,202D STATE WIDE INSPECTION SERVICES, INC.,! Service With Ittlegi-io 0•0 • • SWIS JOB APPLICATION0. • Office Use Elect. Permit# dC�— Date Bldg Permit# �j6� 2 �j —, 44 Z Sq Ft Plumbing Permit# Final Certificate# City/Village � 1 � � ' (1c/1�/ � Zip Building Dept. County Address L I' ( �:� Cross Street' Section Block Fot Owner Name/Address(If different than above) Contact Number ❑Basement ❑ 1st Fl. ❑2nd Fl. ❑3rd Fl. ❑More Than 3 Fl. ❑Garage ❑Attic ❑Outside ❑Residential ❑Commercial Receptacles Special Recept GFCI AFCI Switches Dimmers Smoke Alarms C/0 Detector Hood Trash Compact Amt Amps Range(s) Cooktop(s) Oven(s) Dishwashers Refrigerator Disposal Microwave Luminaires Generator Transfer switch SERVICE Amperage #Panels 1P 3P # Meters #Disconnect ❑Underground ❑ New ❑ Reconnect ❑ Repair q0 IJ ❑Overhead ❑ Upgrade ❑ Disconnect Utility ID# ❑Con Ed ❑ NYSEG ❑Central Hudson ❑ Orange/Rockland PHOTOVOLTAIC SYSTEM PV Modules Inverters AC Disconnect Junction Box Combiner Box Load Center PV Monitor Energy Storage System DC Disconnect ❑Legalization ❑ Safety Inspection ❑Consultation F 2 2024 VILLAGE OF RYE BROOK BUILDING DEPARTMENT This application is valid for one(1)year from the date received by SWIS.This application is intended to cover the above listed items to be inspected,if at anytime of inspection additional items have been installed,you are authorized to make the inspection and adjust the fee for the additional items inspected.The applicant declares that there is no open applications for the above address with any other inspection company.The applicant, owner or authorized agent agrees to all the above terms and conditions as set forth for the application. Email Address i ( r- ) � � , Name ( CJ i A4 I Ck License# 4y Date f nature �y-vl- �2�. Sig Address Cy �S Loh, _�� f V ) Aa m `/a 1 City/State N V Zip Code IQr Company jul I �L y � ttl/ t C T� C /!J L / Phone# DState Wide Inspection Services 1080 Main Street Fishkihkill, NY 12524 a� APR - 4 2025 845 202-7224 Phone 914-219-1062 Fax STATE WIDE INSPECTION SERVICES VILLAGE OF RYE BROOK Email: office@swisny.com BUILDING DEPARTMENT Website: www.swisny.com Service With Integrity BY THIS CERTIFICATE OF COMPLIANCE STATE WIDE INSPECTION SERVICES CERTIFIES THAT: Upon the application of: Upon Premises Owned by: IWIRE 24/7 Electric Inc 2 Elm Hill LLC Cesar M.Vicuna 4 Elm Hill Drive 25 White Road Rye Brook, NY 10573 Putnam Valley, NY 10579 Located at:4 Elm Hill Drive, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number: EP-24-068 135.51 1 1.2 Certificate Number: 2025-1899 Building Permit Number: BP 23-142 A visual inspection of the electrical system was conducted at the Residential occupancy described below.The electrical system consisting of electrical devices and wiring is located in/on the premises at:4 Elm Hill Drive, Rye Brook, NY 10573 The Basement : Basement, Bathroom(s), Family Room First Floor: 2 Bathroom(s), Dining Room, Entire Floor, Family Room, Kitchen, Livingroom,Office, Pantry Second Floor: 5 Bedroom(s),4 Bathroom(s), Closet(s), Hallway(s), Laundry Room, and Master Bathroom were inspected in accordance with the NYS and NFPA 70-2017 and the detail of the installation,as set forth below,was found to be in compliance on the 28th Day of March 2025. Name Quantity Rating Circuit Type 2nd Floor Master Bedroom Luminaires 09 Switches 06 Outlets. 11 Ceiling Box 01 Smoke Detector 01 L/V Cat6/Rg6 01 Main Bathroom Name Quantity Rating Circuit Type Luminaires 06 Switches 07 GFI Receptacles 02 Vanity Lights 02 Exhaust Fan 02 Attic CBX Porcelains 03 Switches 02 GFI Receptacle 01 Air Handler 01 40AMP Laundry Luminaires 02 Switches 01 GFI Receptacle 01 Dryer 01 30AMP Washer 01 20AMP Receptacle 01 Bedroom#2 Luminaires 06 Switches 01 Receptacles 07 Smoke Detector 01 L/V Cat6/RG6 01 Bathroom Bed#2 Luminaires 02 Switches 04 Exhaust Fan 01 Vanity Light Fixture 01 Bedroom#3 Luminaires 06 Receptacles 07 Smoke Detector 01 Switches 01 L/V Cat 6/ RG6 01 Bathroom Bed#3 Luminaires 02 Switches 04 GFI Receptacle 01 Vanity Light Fixture 01 Exhaust Fan 01 Page 2 Name Quantity Rating Circuit Type Bedroom#4 Luminaires 06 Receptacles 07 Switches 01 Smoke Detector 01 L/V Cat6/ RG6 01 Bathroom Bed#4 Luminaires 02 Switches 04 GFI Receptacle 01 Exhaust Fan 01 Vanity Light Fixture 01 Bedroom#5 Luminaires 06 Receptacles 07 Switches 01 Smoke Detector 01 L/V Cat6/RG6 01 Bathroom Bed#5 Luminaires 02 Switches 04 GFI Receptacle 01 Exhaust Fan 01 Vanity Light Fixture 01 Hallway Luminaires 08 Switches 07 Smoke/Carbon Detectors 02 1st Floor Kitchen Luminaires 08 Receptacles 04 Faceless GFI Receptacles 02 LEDS Strips UCL 01 CBX Island 2 Fixtures 02 Appliances Refrigerator 01 Freezer 01 Microwave 01 30AMP Single Oven 01 40AMP Stove/Range 01 20AMP Page 13 Name Quantity Rating Circuit Type Hood 01 20AMP Dishwasher 01 20AMP Wine Cooler 01 20AMP Family Room Luminaires 08 Receptacles 06 Switches 08 Smoke/Carbon 01 L/V Cat6/ RG6 01 Powder Room#1 Luminaires 02 Switches 03 Exhaust Fan 01 GFI Receptacle 01 Vanity Light Fixture 01 Living Room Luminaires 04 Receptacles 05 Switches 01 Main Entrance Luminaires 08 Receptacles 04 Switches 09 Doorbell 01 Dining Room Luminaires 04 Switches 04 Receptacles 07 CBX 01 Buttler's Room Luminaires 02 Switches 02 GFI Receptacles 02 Hallway to Back Entrance Luminaires 03 Switches 05 Receptacle 02 Smoke/Carbon 01 Page 4 Name Quantity Rating Circuit Type Powder Room#2 Luminaires 02 Switches 03 Exhaust Fan 01 GFI Receptacle 01 Vanity Light Fixture 01 Garage CBX Porcelains 02 Switches 03 GFI Receptacle 01 Receptacles 04 Heat Detector 01 Exterior Wall Sconces 08 GFI Receptacles 05 Motion Sensor Light 01 Spotlights 03 Bell Alarm Sprinkler System 01 A/C Condensers 03 Basement Bedroom#6 Luminaires 04 Receptacles 05 Switches. 01 Smoke Detector 01 Basement Bathroom Luminaires 02 Switches 03 Exhaust Fan 01 GFI Receptacle 01 Vanity Light Fixture 01 Mechanical Room CBX Porcelains 02 Switches 01 Heat Detector 01 Air Handler Units 02 40AMP GFI Receptacle 01 Receptacle 01 Sprinkler System Flow Switch 01 Basement Playroom Luminaires 20 Receptacles 21 Page 5 Name Quantity Rating Circuit Type Water Tank GFI Receptacle 01 L/V Cat6/ RG6 01 Breakers List ARF 1 Samps 14 AFCI 20amps 10 AFCl/DUAL Function 04 Air Handlers 03 Condensers 03 Service 01 400AMP Meter 01 Panel 02 Disconnect 02 Grounding and bonding of service to current codes. Officer: Frank J. Farina This certificate may not be altered in any way and is validated only by the presence of a seal at the location indicated.This certificate is valid for work performed on the date of inspection only. Page 6 � N � O V y n 1� W C CIO y W 3 ti Ui e' L a > o A(+1 � � � � 8 cn � d in �' O ►r y • Z CA d a �-, � o '� z W a z a w O � OC)Pe 7 W N Ln Z w _. �-1 [7� � M N � .�j � r Z Z x Z � O c V , 00 `e a a N w o TF `' cq � ►-� c� N x � LY v 0o V o o x .a w � e, d I GG � ►� CQ w Y � n a BUILDING DEPARTMENT OCT 17 2023 VILLAGE OF RYE BROOK VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 BUILDING DEPARTMENT (914)939-0668 www.Ey�brook.org PLUMBING PERMIT APPLICATION FOR FOR OFFICE USE ONLY #: PP#: Approval Date: OCT 1 Permit Fee: $ Approval Signature: Other: Disapproved: (fees are non-refundable) Application dated, D f 7 ZZ'� is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/o rem ve Plumbing as per detailed statement described below.The applicant&property owner,by signing this document agree that said plumbing work will be`in conformance with all applicable Federal,State,County and Local Codes. �M 4 1.Address: J4 1 I l lD�i�e440 05 2—? I _ SBL:/35 i 5/ - Zone:/eQ `14 2.Proposed Work: ptU,M b; Jj 4. 44" -fb Neo-� � M 3.Property Owner:Z f f M /+#'I t / e- Address: Phone#: 9/y—& 03—c�p(� Cell#: email: 4.Master Plumber: Z Sb r-) /''I'I E� '4Address: /6'7 �`e 1^e''1 14-i ll � 6 -/tA C l Lic.#:S4� ''"Phone#: 1 p /Cell#: email: Company Name: P.'1i t- N Address: INDICATE FIXTURES&LINES TO BE INSTALLED AS PER THE FOLLOWING SCHEDULE: Location Water Urinals Drinking Sinks Showers Bath Laundry Domestic Fire Sanitary Natural/ Other* Total Closets Fountains Tubs Tubs Service Service Sewer P Gas Basement �r- 1st Floor [+'f _ (r 2nd Floor 3'd Floor 7 4th Floor 5'h Floor Exterior 5.*List Other Equipment/Provide Details: (Notarized Signatures Required Next 2 Pages) -1- 3/3/2023 STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: ,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 Master Plumber for the legal owner and is duly authorized to make and file this application. 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 befo e this \� day of ,20_Q� day of e- ,20 Signatur of Pr perry Owner Signature of Applicant t Name of Property Owner t Name of Applicant 7 Notary PublicSHARI MELILLO Now N%LILLO Notary Public,State of New York Notary Public,State of New York No.01ME6160063 No.O1ME6160063 Qualified in Westchester Count Qualified in Westchester County Commission Expires January 29,2� Commission Expires January 29,20 01 This application must be properly completed in its entirety and must include the notarized signature(s)of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Applications not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. -2- 3/3/2023 BUILDING DEPARTMENT VILLAGE OF RYE'BROOK IRIOCT 172023 1 -ID 938 KING ST>MET RYE BttgoX,NY 10573 (914) -0Me VILLAGE OF RYE BROOK BUILDING DEPARTMENT AFFIDAVIT OF COMPLIANCE VILLAGE CODE §216 • STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MOST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BZ SUBMITTED ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLWMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT. STA OF NEW YORK, COUNTY OF WESTCHESTER ) as: 31, 7 ,residing at, V� � (Print name) (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; , 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. %rpaut of Property er(s)) (Print Name of Property Owner(s)) Sworn to before me this 4axof CG S , 20'a3 (Notary Public) SHARI MELILLO Notary Public,State of New York No.01ME6160063 Qualified in Westchester Count�� _3_ Commission Expires January 29,2 8/12/2021 M a M H W x z x �4 ■ a i0.! ~" U v O, JL 4 M a : Z z � Z � ' z of � CcA r z -�+ < ' �i •J _� (_, W O (-- G A ' z C**A A � aco r `1' W z z A c U } ., w h go, 0 ON P-0 Z � I- V7 . wI Z C A e. -� w �► W 00 Z U .4 f �5 r CY or 8 hTr1 W O z Z < : I W w � o � A �, w A a � � p ID ` BULL , NG DEAR- MENT MAR 14 2025 VIJlv�vwjW E OF RYE OK 938 KINT RYE B ,NY 10573 VILLAGE OF RYE BROOK BUILDING DEPARTMENT n ov PLUMBING PERMIT APPLICATION FOR OFFICE USE ONLY BP#: ~ PP#: lza�_ Approval Date: MAR 1 8 025 Permit Fee: S �� Approval Signature: Disapproved: (fees are non-refundable) DO NOT START WORK or CON TRUCTION UNTIL A PERMIT HAS BEEN ISSUED BY THE BUILDING INSPECTOR.THE ADMINISTRATIVE FEE FOR WORK PROGRESSED OR COMPLETED WITHOUT A PERMIT IS 12%OF THE TOTAL COST OF CONSTRUCTION WITH A MINIMUM FEE OF$750.00 Application dated, 3_*4c is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/or remove Plumbing as per detailed statement described below.The applicant&property owner,by signing this document agree that said plumbing work will be in conformance with all applicable Federal,State,County and Local Codes. r 1.Address: y � i / I I/ �r SBL:�3J/JAI��— �� c- Zone: 2.Proposed Work: G*S brie- + P T Nl� 3.Property Owner: 74r/// 61- Address: Phone#: Cell#: ►OSl 4.Master Plumber: Nko PA mka N Address: Lic.#:Sys Phone#: (/p yy/Cell#: OvG(,�s L ti e •�-�u Is 7 u Company Name: A NCllj Address:�J al1 2 . �..� dam. �o�� � � INDICATE FIXTURES&LINES TO BE INSTALLED AS PI c Location Water Urinals Drinking Sinks Showers Bath Laundry Don ( _j IC J Closets Fountains Tubs Tubs Sery / Basement /�J 7— /4 L 0 1st Floor 1 9"e, C) A Ows2 2nd Floor Yd Floor 4'Floor 5d'Floor Exterior AS Li 5.*List Other Equipment/Provide Details: (Notarized Signatures Required Next 2 Pages) -!- 6/1/2024 STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: 1`'t PhN,im ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual sigi ing as the applicant) and further states that(s)he is the Master Plumber for the legal owner and is duly authorized to make and file this application. 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 I Sworn to before me this day of ,20 day of P a e o roperty Owner J Signature of Applicant /v 111A P ' t Name of Property Owner Print Name of Applicant V\1� -- - - " '�-& Notary PublAWl MEULLO LLU Notary Public,State of New York ;iutary RUX�Mo a e of Now York No.01ME6160063 No.01ME6160063 QuAlifled In Westchester County lualifled In Westchester County Commission Expires 1anUary 29,20 z7 ommission Expires January 29,202-7 This application must be properly completed in its entirety and must include the notarized signature(s)of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Applications not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. -2- bila02a • BUILDING DEPAR MENT Q �� V�� VIL ACE OF RYE OOK MAR 9 4 2025 938 KING STREET RYE BRO NY 10573 (914) 9-066�� �'"' VILLAGE OF RYE BROOK ov BUILDING DEPARTMENT xxxx��xxxxxxxxx�x�F�xxxxxx****x*xxxxxxxxxx��x***********xxxxxxxx��xxxxxx;�**xxxxxxxxxx,�xx�xxxxxxxxxxx*,� AFFIDAVIT OF COMPLIANCE VILLAGE CODE §216 • STORM SEWERS 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: 3J, , residing at, (Print name) (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; ),/-/ ✓ , 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 of Pro i Owner(s)) life (9fint Name of Property Owner(s)) Sworn to before me this 14 dav of (z(t, 20 , n (Notary Public) SHARI MELILLO NotaryState of New PubliC, York No-OIME6160063 7 Qualified In Westchester 29 2 7 �ommisslon Expires Jentla►Y _3_ 6/l/2024 i V \ ^ N N G b. _ ri Q O 4 Ln 00 00 CN 00 1 r ~ x - ' _ �/ 11 s O �h� VJ COno f"o o � U = � �Z � CpA `�; 1 ;O V4Z�V A0.4 00 C i w = V a Lty W N ,E -. :N Fy 1 0, 5 a w n u US w w w z aP►-+y ~ z o zA ,� � Q O V a CA ' o W z F W W z Oa •� s . A W z Ca OQ o � _ Ili V,Ul4 +4';4;1t47;4 4to 4;4;47; 64tto414U4-1ti�4444- 44tCiot4i BUILDING DEPARTMENT VILLAGE OF RYE BROOK FEB 12 2025 3D 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 VILLAGE OF RYE BROOK www.rvebrookn .Qov BUILDING DEPARTMENT APPLICATION TO INSTALL FIRE SUPPRESSION / FIRE SPRINKLER SYSTEM FOR OFFICE USE ONLY: ) /� )� Approval Date:FEB 1 9 2025 BP#: MP#: `,I �J�/ Application Fee:$ /0 Approval Signature: Permit Fees:$ _ Disapproved: Other: Application dated: is hereby made to the Building Inspector of the Village of Rye Brook NY for the issuance of a Permit to install or modify,a,F,ire Suppression/Fire Sprinkler System as per detailed statement described below. 1. Job Address: / �lvt /7 I L L V-e 2. Parcel I.D.: /.3 / Zone: �-- 3. Proposed Work(Describe system in detail including suppression agent): j r2y p r* pF NQ f �-� 'ce <�' �VP- SI )n lNs�e�1�Ci� cc�c-e ��,�� CVVeC`�*4 /N-;/&- ,hAl 4. Number&Types of Fire Sprinkler Heads: 5. N.Y State Construction Classification: N.Y.State Use Classification: 6. Estimated Value of Job:$ f Da 0 (Value shall include all labor..materials,fixed equipment,professional fees.and materials and labor which may be donated gratis.) 7. Property Owner: Q C//'9 T1s,/11 L t-c. Address: Phone# 91T-1pf�-c�Sf'Ot0 Cell# email: 8. Architect/Engineer: Address: Phone# Cell# email: 9. Sprinkler Contractor:AFF-0aIa0IF t=t12F &cacTt& / Address: Phone# gVs`S9Q-907g. Cell# email: Aff—wot For- Pj&7-&ro,✓� gMAIL t 6n no24 This application must be properly completed in its entirety and must 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: 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 Sprinkler Contractor for the legal owner and is duly authorized to make and file this application. 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 -P (_Ut , 20 a S Signature of Property Owner -igna of Applicant Print Name of Property Owner Name of Applicant �*L' Notary Public NDirary Public iNARI MEULLO HI MIFy Public,State of New York NG,01ME6160063 Qualified In WNtdmwer county . Commission t*tft JMWary 29.20� f 2 6/l/2024 Laura Petersen From: Steven Fews Sent: Thursday, February 6, 2025 4:47 PM To: Alex Zoldan Cc: Laura Petersen; Tara Orlando Subject: RE: Fire Sprinkler Company Expires: Friday, June 6, 202S 12:00 AM Laura, FYI, a new Sprinkler Contractor will be coming in to file. Please print this email for the records Thank You. Steven E. Fews Building Inspector& Fire Inspector Office (914)939-0668 From:Alex Zoldan <alexzoldan@yahoo.com> Sent:Thursday, February 6, 202S 4:25 PM To:Steven Fews<sfews@ryebrookny.gov> Subject: Fire Sprinkler Company Dear Mr Fews. The previous sprinkler company at Lot 1 (345 Betsy Brown Road)and Lot2 (4 Elm Hill Drive) in the subdivision is Interstate Fire and Safety. A dispute arose over the unauthorized installations on Lot 1. Monies were withheld from the contractor who is now refusing to complete the work or test the system for a Certificate of Occupancy. Accordingly the dispute will have to be settled legally, but the buyers need a CO We have therefore engaged Affordable Fire Protection licensed under the name of Sprinkle System Gleen to complete the work and obtain a new license from the village. Thank you for your prompt attention to this matter Very Truly Yours, Alex Zoldan Alex Zoldan Cell. 914-602-2566 � / -// ^ ��n C/ �� '7 K/e a N E � N a QI N N u W 00 cn �r c .. k z v a v tuo . Sri � "Cf A u 1 >A 2 F. u o c CA m Q O w O FO v J F z w g .j J or 0 'L H A o Q A, 019 C*4 W � � y A H w U.), z zo72 � � w � 110 A �' � or,z p w > :3 06 00 o Cn xj Q A4 W 5� 7Z v o ►� a V a w A O mew �l w a Q H p� � o aE \ � W W Z O F aW a O �Z W C7 A Z w W R a i BUILDING DEPARTMENT R VILLAGE OF RYE BROOK J U N 13 2023 DD 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 FAX(914)939-5801 VILLAGE OF RYE BROOK www.rvebrook org. BUILDING DEPARTMENT APPLICATION TO INSTALL FIRE SUPPRESSION / FIRE SPRINKLER SYSTEM FOR OFFICE USE ONLY: Approval Date: AUG 2 4 2023 #:�31�c ,�#: a3-gag Approval Signature: — APPlica Permit Fe .$�Q5 P6 Disapproved: Other: & / PD Application dated: 643 r)3 is hereby made to the Building inspector of the Village of Rye Brook NY for the issuance ofa Permit to install a Fi Suppression System as per detailed statement described below. re I. Job Address: 2- E t-M L4 %1-L Dk iKE 1.0 T- Parcel l.D.: 1 3 a.5 ( Zone: 2. Proposed System(Describe system in detail including suppression agent): i.N`jTA L_L p F I"Y ) ��.St S�F 1- nJ K t-.l✓4Z, c.vo�PJ 7-E 3 To ��. jQc K LOW t=r-k-E 1e-_1v�rzz'(Z FI L.0 0 SQL s i A ILL 1F D L3Y '�H� pL__U NA, $�2 3. Number&Types of Fire Sprinkler Heads: (am}) t2 E L i %h,LE R e S; D . r'_d�Ga_lyLE 4. N.Y State Construction Classification: N.Y.State Use Classification: 5. Cost of Installation:$_ Z,Z) d 0o . 00 (Cost shall include all labor,materials.fixed equipment.professional fees,and materials and labor which may be donated gratis.) 6. Property Owner: L E-t—%V( 01 L_L j �_Llr_ Address: 'I S KyLf N e pia. sT-ti= Phone#_ >y .Q. Cell# 9 k4 (,O'Z- 2S(0 6 email: /LL1✓ x Zd L...{3A nl fk-Ya a4op Applicant: -_Zr,1;FRS AZ iF t trZ GAL�I E '� S�t=E t— Address: S t 6L y T Sl, F4ArZ�215dfN Phone# `7 l4 G too Cell# 9 l4 - IQ `� — � email: ! - =1RE Architect/Engineer: F_Az C IR p Nt 2 Address: ► 1 L ��. birduq Phone#_ N Cell# -714 1701- 3�3� _ email: ,2t�p�Tr4Efs= �ttGt+Tr_ft General Contractor: LNG t rd , C otq, Address: Phone# Cell# email: 1 6/1/IH This application must be properly completed in its entirety and must 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.COU\TY OF 1�'ESTCHESTER ) as: t t A►� r'i . xi.t4 �'�ti! .being duly sworn,deposes and states that heishe is the applicant above named. (pnnt nartrc of ndn tdual signing as the applicant) and urtl states that (s)he is the legal owner of the property to %iiich this application pertains, or that (s)he is the e _--. for the legal owner and is duly authorized to make and file this application. undicate afchnect.nmtractnc agmi.atturney.eu I 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 Villagc of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Swom to before nre this day of 20 rZ3 day of ca ite. -)0 23 '7-7 7, Signal c olTropLay •ner c of Appli.:ant tt Name of ny(h.»er Print Namc ul•Appltcant — Notary Public �ntartft�uh lic SHARI MELILLO Notary Public,State of New York No.OIME6160063 Qualified in Westchester County MAGGIE YANG Commission Expires January 29,2 Notary Public Connecticut My Commission Expires Apr 30, 2027 E i' != M N Ln N v a 0 OG ~ x n. -, �n k 1 R. y _ a O w � W � B �, _ 3 od v (U w 912 ch en u = G_ P O ,� N 3 u c xy u w Z M Ci O /1 U 0 �A z y ' Wc- � V Z " u 0O Z 1�0w z °Ln en E tom/ C a � 00 On �vm cn CI) L s ~ U N U .4' _ U J i a z a W CA � ' • Ca w Z a o � off. b Tu BUILLETRYEBRO DEPARTMENT D VILOFE OOK FEB 2 6 2025 938 KING NY 10573 066�1' VILLAGE OF RYE BROOK . ov BUILDING DEPARTMENT APPLICATION FOR PERMIT TO INSTALL ANDA)R REMOVE HEATING VENTILATION AND/OR AIR CONDITIONING EQUIPMENT FOR OFFICE USE ONLY: 3r/ PERMIT#: Mpt),5--013/ Approval Date: MAR a Permit Fee: $ qw V—) Approval Signature: Other: Disapproved: f\ ✓' (fees are non-re undaQ DO NOT START WORK or CONSTRUCTION UNTIL A PERMIT HAS BEEN ISSUED BY THE BUILDING INSPECTOR.THE ADMINISTRATIVE FEE FOR WORK PROGRESSED OR COMPLETED WITHOUT A PERMIT IS 12%OF THE TOTAL COST OF CONSTRUCTION WITH A MINIMUM FEE OF$750.00 REQUIREMENTS FOR RELEASE OF PERMIT&CERTIFICATE OF COMPLIANCE: 1. Properly completed& Signed Application. 2. Site/Staging Plan if Required by the Building Inspector. 3. Copy of Licensed Contractor's Liability Insurance. (Village of Rye Brook must be listed as certificate holder)&Workers Compensation Insurance on a NYS Board form(Form#C105.2 or Form#U26.3/or NY State Workers Compensation Waiver) 4. Payment of Fees/Unit: RESIDENTIAL =$150.00/unit• COMMERCIAL =$450.00/unit. 5. Complete specifications for each unit being installed. 6. Inspection by the Building Department for removal and/or installation.(48 hour notice required 7. Electrical work requires a separate Electrical Permit&Electrical Inspection. 8. Plumbing/Gas work requires a separate Plumbing Permit&Plumbing Inspection. Application dated, 02/25/2025 is hereby made to the Building Inspector of the Village of Rye Brook for a permit for the installation and or removal of the HVAC equipment as listed below.The applicant and property owner,by signing this document agrees that said equipment will be installed and/or removed in conformance with all applicable Local,County,State&Federal laws, codes,rules and regulations. 1. Address: 4 ELM HILL DRIVE,RYE BROOK NY SBL: 3S/S lr a Zone: —/ 2. Property Owner: ��/�J �/�� L L L' Address: Phone#: Cell#: email: 3. Contractor: ES HEATING&COOLING SERVICES INC Address: 6 EMERSON PL,MONTROSE NY Phone#:914-382-7345 Cell#: emaiEDDIE@ESHEATINGCOOLING.COM 4. Scope of Work:New Installation( )•Replacement( )•Removal( )•Other()0: NEW 5. List Equipment: BOSCH HEAT PUMP CONDENSER:3,4,&5 TONS BOSCH AIR HANDLER:3,4,&5 TONS 6. Location of Equipment: BASEMENT,FIRST FLOOR,&SECOND FLOOR /DE y,49p 7. Method of Installation/Removal(list all equipment needed to perform job): t 6/l/2024 STAT$•OF NEW' YOM COUNTY OF WES'rCHESTER ) as: 5 yi.l( - y rJ h. - being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) .. . ;,,-:;,,.,.�;,;;;... ;•;;::::o Jrntiiatinn^n.-inr Air f nnrlitinnmo i nntraotnr fnr ihi,hoar nwnrr an ic niv authorized to make and file this application. 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 cantioned nronerty will be in conformance with the details as set forth and contained in this annlicatii�n 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 b for me this (315 day of -- --- 20 day of 20�— Signature of Property Owner Signature of A p'cant _ ERIC URIBF, __-- _ - Print Name of Property Owner Print Name plicant Notary Public of lic JACQUELINF A VERE. NOTARY PUBLIC,STATE OF NEW YORK Registration No.Ol VE6370616 Qualified in Dutchess County Commission Expires Februazy 5,2026 This application must be properly completed in its entirety and must 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 mull and void and will be returned to the applicant. i �f (y A PW AVi' o* Irk '! Q' • y ar1,Jv 'Miff vjA, b /1 i 414 o,l q r � L f , Survey of Property prepared for Z Mlm 6411111 LL.0 in the Village of Ry sroois Town of Rye Westchester County. N.Y. Sca'e 1'=70' Sept. 12, 2023 MW Haab A�A J01s �� /!r✓7 •�O.v a rr Jrr. w A J� 4..a AO/r�r�,.M All�fray[io w• A.� [err.a.�.wr r�a►.'a►. �w+a+�er..w�r arr�..�rya•.w rran�.r wr w..saw�wr.r Y rN Aaar��a/(b rnrw I16INJT'J o1 HF.V'rMn Jp Msnsm war Ao , 4� •�O -y / 57504 582F' 'ADD 5�6�2\erq\5730. Irl:awa 9 Load Short Form Job: Elm Hill Drive wri htsoft Date: 7/18124 Entire House By: Mike Weaver WebReps LLC. Plan: Elm Hill Drive 1880 82nd Avenue Suite#203,Vero Beach,FL 32966 Phone:800-810-3280 Fax:888 971 2999 Email:manualj@webrepshvacoom Web:mm.webrepswholesale.com Project • • For: Eric Uribe,E.S.Heating&Cooling Svcs Inc 239 Lexington Avenue,Mount Klsco,NY 10549 Phone:914-382-7345 Email:eddie@esheatingcooling.com Design Information Htg Clg Infiltration Outside db(°F) 12 87 Method Simplified Inside db('F) 70 75 Construction quality Semi-tight Design TD(°F) 58 12 Fireplaces 0 Daily range - M Inside humidity(%) 30 50 Moisture difference(grAb) 25 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref. n/a Coil n/a AHRI ref. n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 dm Airflowfactor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load CIg load Htg AVF CIgAVF (ft2) (Btuh) (Btuh) (cfm) (dm) 1stFloor 1782 31161 33924 1817 1817 Basement 1782 27510 20371 1120 1120 2nd Floor 1893 34926 30431 1550 1550 Entire House 5457 93597 84111 4487 4487 Other equip loads 18426 3106 Equip.@ 1.00 RSM 87217 Latent cool ing 0 TOTALS 5457 1 112023 87217 4487 4487 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightsoft` 2024-Aug-01 09:12:50 AM •+„+• w..- Riglt-SuiteOL)iversal 2023 23.0.05 RSLJ64369 Page 1 Urn Hill Drive R...ating&Coolingye Brook Ny.np Calc=MJ8 Frond Door faces:SE Load Short Form .lob: Elm Hill Drive wrightsoft Date: 7/18/24 1st Floor By. Mike Weaver WebReps LLC. Plan: Elm Hill Drive 1880 82nd Avenue Suite#203,Vero Beach,FL 32966 Phone:800-810-3280 Fax:888 971 2999 Email:manualj@%ebrepshvac.com Web:www.vRbrepswholesale.com Project • • For: Eric Uribe,E.S.Heating&Cooling Svcs Inc 239 Le)angton Avenue,Mount Kisco,NY 10549 Phone:914-382-7345 Email:eddie@esheatingcooling.com Design Information Htg Clg Infiltration Outside db(°F) 12 87 Method Simplified Inside db(°F) 70 75 Construction quality Semi-tight Design TD(°F) 58 12 Fireplaces 0 Daily range - M Inside humidity(%) 30 50 Moisture difference(grAb) 25 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Bosch Thermotechnology Corp. Make Bosch Thermotechnology Corp. Trade BOSCH Trade BOSCH Model BOVA 60HDN1-M15G Cond BOVA-60HDN1-M15G AHRI ref 208128244 Coil BVA-60WN1-M15 AHRI ref 208128244 Efficiency 8 HSPF2 Efficiency 9.8 EER2,14.3 SEER2 Heating input Sensible cooling 41420 Btuh Heating output 56000 Btuh @ 47°F Latent cooling 13080 Btuh Temperature rise 28 °F Total cooling 54500 Btuh Actual airflow 1817 cfm Actual airflow 1817 cfm Air flow factor 0.058 cfm/Btuh Air flow factor 0.054 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.76 Capacity balance point=6°F Backup: In ut=15 kW, Output=51182 Btuh, 100 AFUE ROOM NAME Area Htg load Clg load Htg AVF CIgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) LIVING ROOM 193 4372 4266 255 228 ENTRY 112 1457 808 85 43 DINING ROOM 177 3082 4149 180 222 PW DR 45 1226 1068 71 57 OFFICE 45 1213 1339 71 72 B PANTRY 45 0 0 0 0 LN 11 0 0 0 0 PW DR2 31 0 0 0 0 M DCL 18 0 0 0 0 MUD ROOM 83 3774 2307 220 124 KITCHEN 180 2075 3128 121 168 BREAKFAST 72 2930 2303 171 123 DINING 2 215 2656 3835 155 205 PLAY ROOM 86 3549 4003 207 214 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2024-Aug-01 09 12:50 -.1 ••..........-.",-1 Rigk-Suite®Urrversal 2023 23.0.05 RSU64369 Page 2 ...ating&Cooling\Elm Hill Drive Rye Brook Nynup Calc=MJ8 Front Door faces:SE FAMILY ROOM 259 4827 6718 281 360 DN 28 0 0 0 0 UP 27 0 0 0 0 HALLWAY 157 0 0 0 0 1stFloor 1782 31161 33924 1817 1817 Other equip loads 10092 2500 Equip.@ 1.00 RSM 36423 Latent cooling 11664 TOTALS 1782 41253 48088 1817 1817 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft• 2024-Aug-01 09:12:50 ..+• U. v., Riglt-Sute®Uriversal 2023 23.0.05 RSU64369 Page 3 ...ating&CoolingUrn Hill Drive Rye Brook NynQ Calc=MJ6 Fror[Door faces:SE Load Short Form Job: Elm Hill Drive wrightsoftg Date: 7/18124 2nd Floor By. Mike Weaver WebReps LLC. Plan: Elm Hill Drive 1880 82nd Avenue Site#203,Vero Beach,FL 32966 Phone:800-810-3280 Fax:888 971 2999 Email:manualj@mbrepshaac com Web:www.vebrepswholesale.com Project • • For: Eric Uribe,E.S.Heating&Cooling Svcs Inc 239 LeAngton Avenue,Mount Kisco,NY 10549 Phone:914-382-7345 Email:eddie@esheatingcooling.com Design Information Htg Clg Infiltration Outside db(°F) 12 87 Method Simplified Inside db(°F) 70 75 Construction quality Semi-tight Design TD(°F) 58 12 Fireplaces 0 Daily range - M Inside humidity(%) 30 50 Moisture difference(grAb) 25 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Bosch Thermotechnology Corp. Make Bosch Thermotechnology Corp. Trade BOSCH Trade BOSCH Model BOVA-60HDN1-M15G Cond BOVA-60HDN1-M15G AHRI ref 208128243 Coil BVA48WN1-M15 AHRI ref 208128243 Efficiency 8 HSPF2 Efficiency 10.6 EER2,14.3 SEER2 Heating input Sensible cooling 35340 Btuh Heating output 48000 Btuh @ 47-F Latent cooling 11160 Btuh Temperature rise 29 °F Total cooling 46500 Btuh Actual airflow 1550 cfm Actual airflow 1550 cfm Air flow factor 0.044 cfm/Btuh Air flow factor 0.051 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.76 Capacity balance point=12°F Backup: Input=15 kW, Output=51182 Btuh, 100 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) MASTER BEDROOM 154 4242 3686 188 188 MWC 23 0 0 0 0 LCL 15 0 0 0 0 LAUNDRY 66 338 991 15 50 BATH 46 1699 649 75 33 BEDROOM 2 161 2314 2284 103 116 BEDROOM 1 203 5261 3753 233 191 BATH 1 51 1106 620 49 32 BATH 4 51 1127 635 50 32 WIC 16 0 0 0 0 WIC 1 14 0 0 0 0 BEDROOM 4 181 4837 3735 215 190 BEDROOM 5 133 2804 2975 124 152 HALL BATH 55 442 284 20 14 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightsoft` 2024-Aug-01 09:12:50 -.111.-1'-.-'­'--' Right-Site®Urrversal 2023 23.0.05 RSU64369 Page 4 abng&Cooling\Elm Hill Drive Rye Brook Nyrtp Calc=MJ8 Front Door faces:SE WIC 5 24 0 0 0 0 MASTER BEDROOM 2 269 8234 9639 365 491 MASTER WIC 82 2523 1181 112 60 DOWN 69 0 0 0 0 MASTER HALL 72 0 0 0 0 OPEN 28 0 0 0 0 LOFT AREA 180 0 0 0 0 2nd Floor 1893 34926 30431 1550 1550 Other equip loads 11936 3226 Equip.@ 1.00 RSM 33657 Latent cooling 10619 TOTALS 1893 46863 44275 1550 1550 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft` 2024-Aug-01 09:12:50 N« •, IZgft-Sate®Uriversal 2023 23.0.05 RSU64369 Page 5 ....brig&CoolirgUm Hill Drive Rye Brook NyrLp Calc=MJ8 Frort Door faces:SE 9 Load Short Form Job: Elm Hill Drive wri htsoftN Date: 7/18/24 Basement By. Mike Weaver WebReps LLC. Plan: Elm Hill Drive 1880 82nd Avenue Sute#203,Vero Beach,FL 32966 Phone:800-810-3280 Fax:888 971 2999 Email:marualj@webrepshvac com Web:wyw mebrepswholesale.com Project • • For: Eric Uribe,E.S.Heating&Cooling Svcs Inc 239 Lexington Avenue,Mount Kisco,NY 10549 Phone:914-382-7345 Email:eddie@esheatingcooling.com Design Information Htg Clg Infiltration Outside db(OF) 12 87 Method Simplified Inside db(OF) 70 75 Construction quality Semi-tight Design TD(OF) 58 12 Fireplaces 0 Daily range - M Inside humidity(%) 30 50 Moisture difference(grAb) 25 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Bosch Thermotechnology Corp. Make Bosch Thermotechnology Corp. Trade BOSCH Trade BOSCH Model BOVB-36HDN1-M18M Cond BOVB-36HDN1-M18M AHRI ref 206395974 Coil BVA-36WN1-M15 AHRI ref 206395974 Efficiency 8 HSPF2 Efficiency 10.0 EER2,14.3 SEER2 Heating input Sensible cooling 25536 Btuh Heating output 35000 Btuh @ 47-F Latent cooling 8064 Btuh Temperature rise 29 OF Total cooling 33600 Btuh Actual airflow 1120 cfm Actual airflow 1120 cfrn Air flow factor 0.041 cfmBtuh Airflowfactor 0.055 cfmBtuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.76 Capacity balance point=17 OF Backup: In ut=15 kW, Output=51182 Btuh, 100 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) M ECH 153 4660 2001 190 110 UP 1 54 0 0 0 0 B BED 158 3928 4062 160 223 B CL 17 0 0 0 0 B BATH 55 642 1398 26 77 OPEN BASEMENT 1345 18280 12910 744 710 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2024-Aug-01 09:12:50 �� •u,. Rigli-Sate&Urrversal 2023 23.0.05 RSU64369 Page 6 �� ..afing&Cooling0m Hill Drive Rye Brook Nyrup Calc=MJ8 Frort Door faces:SE Basement 1782 27510 20371 1120 1120 Other equip loads 7003 2500 Equip.@ 1.00 RSM 22871 Latent cooling 7267 TOTALS 1782 34512 30137 1120 1120 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft` 2024-Aug-01 09:12:50 + ++• »w. v, Rigtt-Sate®Uriversal 2023 23.0.05 RSU64369 Page 7 ..sting 8 Cooling\Elm Hill Drive Rye Brook Ny.np Calc=MJ8 Frort Door faces:SE P ect Summa Job: Elm Hill Drive ro wrightsofta ry Date: 7/18/24 Entire House By.. Mike Weaver WebReps LLC. Plan: Elm Hill Drive 1880 82nd Avenue Sute#203,Vero Beads,FL 32966 Phone:800-810-3280 Fax:888 9712999 Email:marxolj@webrepshvaccom Web:www.\kebrepswholesale.com Project • • For: Eric Uribe,E.S.Heating&Cooling Svcs Inc 239 Le)angton Avenue,Mount Kisco,NY 10549 Phone:914-382-7345 Email:eddie@esheatingcooling.00m Notes: Elm Hill Drive,Rye Brook,NY Design Information Weather: White Plains,Westchester Co.AP,NY,US Winter Design Conditions Summer Design Conditions Outside db 12 OF Outside db 87 OF Inside db 70 OF Inside db 75 OF Design TD 58 OF Design TD 12 OF Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 80060 Btuh Structure 72714 Btuh Ducts(R-6.0) 13537 Btuh Ducts(R-6.0) 11397 Btuh Central vent(239 cf n) 15013 Btuh Central vent(239 cfm) 3106 Btuh Humidification 3413 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 112023 Btuh Use manufacturer's data y Rate/swin multipplier 1.00 Infiltration Equipmen sensible load 87217 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi-tight Fireplaces 0 Structure -3764 Btuh Ducts 1855 Btuh Central vent(239 cfm) 4803 Btuh Heating Cooling Area(ft�) 5457 5457 Equipment latent load 0 Btuh Volume(fN) 49005 49005 Airchanges/hour 0.25 0.13 Equipment Total Load(Sen+Lat) 87217 Btuh Equiv.AVF(cfm) 204 106 Req.total capacity at 0.70 SHR 10.4 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating Input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual airflow 0 chn Actual airflow 0 cfm Airflowfactor 0 cfm/Btuh Airflowfactor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. C - - wrlahtsoTt- 2024-Aug-01 09:12:50 AM • "* -'­--­-' Riga-Suteturiverml202323.0.05RSLI64369 Page ...aling&Cooling\Elm Hill Drive Rye Brook Ny.rup Calc=MJ8 Frort Door faces:SE ro ect Summary Job: Elm Hill Drive P wrightsoft ry Date: 7/18124 1st Floor By. Mike Weaver WebReps LLC. Plan: Elm Hill Drive 1880 82nd Avenue Suite#203,Vero Beach,FL 32966 Phone:800-810-3280 Fax:888 9712999 Email:marxnlj@webrepshvac.com Web:www.webrepswholesale.00m Project • • For: Eric Uribe,E.S.Heating&Cooling Svcs Inc 239 Le)angton Avenue,Mount Kisco,NY 10549 Phone:914-382-7345 Email:eddie@esheatingcooling.00m Notes: Elm Hill Drive,Rye Brook,NY Design Information Weather: White Plains,Westchester Co.AP,NY,US Winter Design Conditions Summer Design Conditions Outside db 12 OF Outside db 87 OF Inside db 70 OF Inside db 75 OF Design TD 58 OF Design TD 12 OF Daily range M Relative humidity 50 % Moisture difference 30 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 31161 Btuh Structure 33924 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(61 cfm) 3834 Btuh Central vent(61 cfm) 793 Btuh Outside air Outside air Humidification 6257 Btuh Blower 1707 Btuh Piping 0 Btuh Equipment load 41253 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 36423 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi-tight Fireplaces 0 Structure 10438 Btuh Ducts 0 Btuh Central vent(61 cfm) 1227 Btuh Heating Cooling Outside air Area(ftz) 1782 1782 Equipment latent load 11664 Btuh Volume(ft3) 17823 17823 Air changes/hour 0.34 0.18 Equipment Total Load(Sen+Lat) 48088 Btuh Equiv.AVF(cfm) 101 53 Req.total capacity at 0.76 SHR 4.0 ton Heating Equipment Summary Cooling Equipment Summary Make Bosch Thermotechnology Corp. Make Bosch Thermotechnology Corp. Trade BOSCH Trade BOSCH Model BOVA-60HDN1-M15G Cond BOVA-60HDN1-M15G AHRI ref 208128244 Coil BVA-60W N 1-M 15 AHRI ref 208128244 Efficiency 8 HSPF2 Efficiency 9.8 EER2,14.3 SEER2 Heating Input Sensible cooling 41420 Btuh Heating output 56000 Btuh @ 47°F Latent cooling 13080 Btuh Temperature rise 28 OF Total cooling 54500 Btuh Actual airflow 1817 cfm Actual airflow 1817 cfm Airflowfactor 0.058 cfm/Btuh Airflowfactor 0.054 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.76 Capacity balance point=6 OF Backup: Input=15 kW, Output=51182 Btuh, 100 AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. A � wriyittsoft- 2024-Aug-01 09:12:50 /IC,.C.1\ �y —,-* -- ---- Rigtt-sate®lkiveml 2023 23.0.05 RSU64369 Page 2 ..sting&CoolingtElm Hill Drive Rye Brook Nyng Calc=W8 Front Door faces:SE Project Summary Job: Elm Hill Drive ro wrightsoftft ry Date: 7/18/24 2nd Floor By. Mike Weaver WebReps LLC. Plan: Elm Hill Drive 1880 82nd Avenue SOW#203,Vero Beach,FL 32966 Phone:800-810-3280 Fax:888 9712999 Email:marwlj@webrepslwac.00m Web:wewv.webrepswholesale.com Project • • For: Eric Uribe,E.S.Heating&Cooling Svcs Inc 239 Le)angtonAvenue,Mount Klsco,NY 10549 Phone:914-382-7345 Email:eddie@esheatingcooling.com Notes: Elm Hill Drive,Rye Brook,NY Design Information Weather: White Plains,Westchester Co.AP,NY,US Winter Design Conditions Summer Design Conditions Outside db 12 OF Outside db 87 OF Inside db 70 OF Inside db 75 OF Design TD 58 OF Design TD 12 OF Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 21390 Btuh Structure 18951 Btuh Ducts(R-6.0) 13537 Btuh Ducts(R-6.0) 11480 Btuh Central vent(117 cfm) 7344 Btuh Central vent(117 drn) 1519 Btuh Outside air Outside air Humidification 4592 Btuh Blower 1707 Btuh Piping 0 Btuh Equipment load 46863 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 33657 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi-tight Fireplaces 0 Structure 6414 Btuh Ducts 1855 Btuh Central vent(117 cfm) 2350 Btuh Heating Cooling Outside air Area(ft2) 1893 1893 Equipment latent load 10619 Btuh Volume(ft3) 15141 15141 Air changes/hour 0.34 0.18 Equipment Total Load(Sen+Lat) 44275 Btuh Equiv.AVF(cfm) 86 45 Req.total capacity at 0.76 SHR 3.7 ton Heating Equipment Summary Cooling Equipment Summary Make Bosch Thermotechnology Corp. Make Bosch Thermotechnology Corp. Trade BOSCH Trade BOSCH Model BOVA-60HDN1-M15G Cond BOVA-60HDN1-M15G AHRI ref 208128243 Coil BVA-48WN1-M15 AHRI ref 208128243 Efficiency 8 HSPF2 Efficiency 10.6 EER2,14.3 SEER2 Heating Input Sensible cooling 35340 Btuh Heating output 48000 Btuh @ 47°F Latent cooling 11160 Btuh Temperature rise 29 OF Total cooling 46500 Btuh Actual airflow 1550 cfm Actual airflow 1550 cfm Air flow factor 0.044 cimBtuh Air flow factor 0.051 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.76 Capacity balance point=12 OF IBnput=p15 kW, Output=51182 Btuh, 100 AFUE Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wriyhtsoft- 2024-Aug-01 09:12:50 `►y -°� �- —• Rigk-Sute®Uriversal 2023 23.0.05 RSU64369 Page 3 ...a6ng&Cooling0m Hill Drive Rye Brook Nynp Calc=MJ8 Front Door faces:SE Project Summary Job: Elm Hill Drive ro - - wrightsofts ry Date: 7/18/24 Basement By. Mike Weaver WebReps LLC. Plan: Elm Hill Drive 1880 82nd Avenue Sute#203,Vero Beach,FL 32966 Phone:800-810-3280 Fax:888 9712999 Email:manualj@webrepshvacoom Web:wwwmebrepswholesale.com Project • • For: Eric Uribe,E.S.Heating&Cooling Svcs Inc 239 Le)angton Avenue,Mount Nlsco,NY 10549 Phone:914-382-7345 Email:eddie@esheatingcooling.00m Notes: Elm Hill Drive,Rye Brook,NY Design Information Weather: White Plains,WestchesterCo.AP,NY US Winter Design Conditions Summer Design Conditions Outside db 12 OF Outside db 87 OF Inside db 70 OF Inside db 75 OF Design TD 58 OF Design TD 12 OF Daily range M Relative humidity 50 % Moisture difference 30 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 27510 Btuh Structure 20371 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(61 cfm) 3834 Btuh Central vent(61 cfm) 793 Btuh Outside air Outside air Humidification 3168 Btuh Blower 1707 Btuh Piping 0 Btuh Equipment load 34512 Btuh Use manufacturer's data y Rate/swingg multipplier 1.00 Infiltration Equipmentsensibleload 22871 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi-tight Fireplaces 0 Structure 6040 Btuh Ducts 0 Btuh Central vent(61 cfm) 1227 Btuh Heating Cooling Outside air Area(ft2) 1782 1782 Equipment latent load 7267 Btuh Volume(ft3) 16041 16041 Air changesibour 0.34 0.18 Equipment Total Load(Sen+Lat) 30137 Btuh Equiv.AVF(cfm) 91 48 Req.total capacity at 0.76 SHR 2.5 ton Heating Equipment Summary Cooling Equipment Summary Make Bosch Thermotechnology Corp. Make Bosch Thermotechnology Corp. Trade BOSCH Trade BOSCH Model BOVB-36HDN1-M18M Cond BOVB-36HDN1-M18M AHRI ref 206395974 Coil BVA-36WN1-M15 AHRI ref 206395974 Efficiency 8 HSPF2 Efficiency 10.0 EER2,14.3 SEER2 Heating Input Sensible cooling 25536 Btuh Heating output 35000 Btuh @ 47-F Latent cooling 8064 Btuh Temperature rise 29 OF Total cooling 33600 Btuh Actual airflow 1120 cfi71 Actual airflow 1120 cfm Air flow factor 0.041 cfm/Btuh Air flow factor 0.055 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.76 Capacity balance point=17 OF IBack ut=p15 kW, Output=51182 Btuh, 100 AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. t � wrlahtsoft- 2024-Aug-01 09:12:50 - -- Riga-SLitetUriverml 2023 23.0.05 RSU64369 Page 4 Ic .atlng&Cooling\Elm Hill Drive Rye Brook NyrLQ Calc=MJ8 Front Door faces:SE N Basement tOx4 10x4 10x4 8 223 r fill 149 cfrn 149 cim c c r r B BED 7' 7„ 7 8" L, 10' i 6„ 10x8 12x12 16x12 14x12 22x12 5„ `� I BCE 7 _ 24 x 12 UP 1 8 5" 6" 1Ox4 n — 149 chn _ _ _ F 12 x 10 10 x4 12x12 _a � 16 x 12 �" } 190 cfm 10x4 5" 8x6 �r $ MECH 77ctn [�— OPEN BASEMENT B BATH 10x8 18x12 6 6" 20x20 1120 dm 5" _ 10x4 149 cfin 6" 6" 10x4 149 cfm Job#: Elm Hill Drive WebReps LLC. Scale: 1 :97 Performed by Mike Weaver for: Page 1 Eric Uhbe 1880 82nd Avenue Suite#203 RightSuite®Universal 2023 239 Lexington Avenue 23.0.05 RSU64369 Mount Kisco,W 10549 Vero Beach, FL 2024-Aug-0109:13:11 Phone:914-382-7345 Phone:800-810-3280 Fax: 888 88 9712999 ...1FJm Hill Drive Rye Brook Nyrup eddie@esheatingcooling.com wwwwrebrepswholesale.com manual]@wrebrepshvacoom N Main Floor 10x4 171 cfm 10x4 10x4 10x4 10x4 214 Om 180 cfm 180 cfrn 205 cfm cm ® cm ® ® BREAKFAST PLAY ROOM FAMILY ROOM DINING 2 IOx4 168 cfm KITCHEN 1 i GX4 OFFICE UP DIN I I 20 x 20 CX4 1817cfin LN PWDR B PANTRY PWDR2 MUD ROOM HALLWAY MDCL CEO 10x4 DINING ROOM 220chi LIVING ROOM ENTRY ® GARAGE cm co 10x4 222 cfin 10x4 10x4 127 cfm 127 cfm 10 x 4 85 cfm Job#: Elm Hill Drive Scale: 1 :97 Performed by Mike Weaver for: WebReps LLC. Page Eric Uribe 1880 82nd Avenue Suite#203 Right-Suite®Universal 2023 239 Lexington Avenue 23.0.05 RSU64369 Mount Kisco,NY 10549 Vero Beach, FL 2024-Aug-0109:13:12 Phone:914-382-7345 Phone:800-810-3280 Fax:x 888 88 9712999 .�FJm Hill Drive Rye Brock Nyrup eddie@esheatingcooling.com wrmiwwebrepswholesale.00m manual]@wrebrepshvacoom N Second Floor 10x4 10x4 215cfrn 245 cfin 10x4 10x4 245 ctm 152 cfin c� o-- 9-3 cD 8., 8. WIC 5 BEDROOM 4 MASTER BEDROOM 2 7„ 8" 10x 10 10x4 HALL RATH 20 cfin 14x12 MASTER WI( 12x 10 4 4" WIC n 10x4 " 50 Orn 10x4 6" DOWN 112cfm WIC 1 10x8 OPEN 4 20x16 I 10x4 49 cfm HASTE 20 x 24 LOFT AREA l i i i 1550 On zu 8x8 6 8„ LAUNDRY MWC n u 4 10x4 LCL BEDROOM 2 50 cfin MASTER BEDROO BATH aO CIO o--- 10x4 IGx4 116 01) 233 cfin 10x4 7" 5„ 10x4 188 cfm 75 cfin Job#: Elm Hill Drive WebReps LLC. Scale: 1 :97 Performed by Mike Weaver for: Page Eric Udbe 1880 82nd Avenue Suite#203 Right-Suite@ Universal 2023 239 Lexington Avenueeach, 23.0.05 RSU64369 Mount Kisco,NY 10549 Vero -3280 FL x:888 2024-Aug-01 09:13:12 Phone:914-382-7345 Phone:800 810 3280 Fax:888 971 2999 1EIm Hill Drive Rye Brook Nxn,p eddie@esheatingcooling.com wwwwebrepswholesale.00m manualj@vrebrepshvac.00m Manual S Compliance Report Job: Elm Hill Drive wrightsoft Date: 7/18124 1st Floor By. Mike Weaver WebReps LLC. Plan: Elm Hill Drive 1880 82nd Avenue Sute#t 203,Vero Beach,FL 32966 Phone:800-810-3280 Fax:888 9712999 Email:marualj@webrepshvaccom Web:wwwmebrepswholesale.com Project • • For Eric Uribe,E.S.Heating&Cooling Svcs Inc 239 Lexington Avenue,Mount Kisco,NY 10549 Phone:914-382-7345 Email:eddie@esheatingcooling.com Cooling Equipment Design Conditions Outdoor design DB: 87.0'F Sensible gain: 36423 Btuh Entering coil DB: 76.3°F Outdoor design WB: 72.0°F Latent gain: 11664 Btuh Entering coil WB: 63.1'F Indoor design DB: 75.0°F Total gain: 48088 Btuh Indoor RH: 50% Estimated airflow: 1817 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer: Bosch Thermotechnol Model: BOVA-60HDN1-M15G+BVA-60WN1-M15 Actual airflow: 1817 cfm Sensible capacity 41420 Btuh 114%ofload Latent capacity: 13080 Btuh 112%of load Total capacity: 54500 Btuh 113%ofload SHR: 76% Heating Equipment Design Conditions Outdoor design DB: 12.0'F Heat loss: 41253 Btuh Entering coil DB: 68.0'F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer. Bosch Thermotechnol Model: BOVA 60HDN1-M15G+BVA-60WN1-M15 Actual airflow: 1817 cfm Output capacity. 56000 Btuh 136%of load Capacity balance: 6.5 'F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer. Model: Actual airflow: 1817 cf-n Output capacity: 15.0 kW 124%ofload Temp.rise: 26 'F Meets all requirements ofACCA Manual S. �C wrightsoft' 2024-Auk-01 09:12:50 R gtt_Sute®Uriversal 2023 23.0.05 RSU64369 ...ati &Cooli \Elm Hill Drive Brook N Page 1 ng ng Rye ynp CaIc=MJB Front Manual S Compliance Report Job: Elm Hill Drive wrightsoft Date: 7/18124 2nd Floor By. Mike Weaver Plan: Elm Hill Drive WebReps LLC. 1880 82nd Avenue SUte#203,Vero Beach,Fl-32966 Phone:800-810-3280 Fax:888 9712999 Email:mannlj@webrepstwac oom Web:w,vw.webrepswholesale.com Project • • For Eric Uribe,E.S.Heating&Cooling Svcs Inc 239 Lexington Avenue,Mount Klsco,NY 10549 Phone:914-382-7345 Email:eddie@esheatingcooling.com Cooling Equipment Design Conditions Outdoor design DB: 87.0'F Sensible gain: 33657 Btuh Entering coil DB: 79.5'F Outdoor design WB: 72.0'F Latent gain: 10619 Btuh Entering coil WB: 64.7°F Indoor design DB: 75.0'F Total gain: 44275 Btuh Indoor RH: 50% Estimated airflow: 1550 ctm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer. Bosch Thermotechnol Model: BOVA-60HDN1-M15G+BVA-48WN1-M15 Actual airflow: 1550 cf n Sensible capacity: 35340 Btuh 105%of load Latent capacity: 11160 Btuh 105%of load Total capacity: 46500 Btuh 105%of load SHR: 76% Heating Equipment Design Conditions Outdoor design DB: 12.0'F Heat loss: 46863 Btuh Entering coil DB: 63.0'F Indoor design DB: 70.0'F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer. Bosch Thermotechnol Model: BOVA 60HDN1-M15G+BVA-48WN1-M15 Actual airflow: 1550 cfm Output capacity. 48000 Btuh 102%of load Capacity balance: 12 'F Supplemental heat required: 0 Btuh Economic balance: -99 'F Backup equipment type: Elec strip Manufacturer. Model: Actual airflow: 1550 cfm Output capacity 15.0 kW 109%of load Temp.rise: 30 'F Meets all requirements ofACCA Manual S. - wrightsoft- 2024-Aug-0109:12:50 •w,, •-�• ..».,M» a9, Rght-SLite@Uriversal202323.0.05RSU64369 Page 2 sting&Cooling\Elm Hill Drive Rye Brook Ny.rup Calc=MJ8 Frort Door faces:SE - wrightsoft Manual S Compliance Report Job: El 82il Hill Drive Basement By. Mike Weaver WebReps LLC. Plan: Elm Hill Drive 1880 82rd Avenue Suite#203,Vero Beach,FL 32966 Phone:800-810-3280 Fax:888 9712999 Email:manualj@webrepshvacoom Web:www.webrepswblesele.com Project • • For. Eric Uribe,E.S.Heating&Cooling Svcs Inc 239 LeAngton Avenue,Mount Kisco,NY 10549 Phone:914-382-7345 Email:eddie@esheatingcooling.com Cooling Equipment Design Conditions Outdoor design DB: 87.0'F Sensible gain: 22871 Btuh Entering coil DB: 77.1'F Outdoor design WB: 72.0'F Latentgain: 7267 Btuh Entering coil WB: 63.6'F Indoor design DB: 75.0'F Total gain: 30137 Btuh Indoor RH: 50% Estimated airflow: 1120 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer. Bosch Thermotechnol Model: BOVB-36HDN1-M18M+BVA 36WN1-M15 Actual airflow. 1120 cfm Sensible capacity: 25536 Btuh 112%of load Latent capacity: 8064 Btuh 111%of load Total capacity: 33600 Btuh 111%of load SHR: 76% Heating Equipment Design Conditions Outdoor design DB: 12.0'F Heat loss: 34512 Btuh Entering coil DB: 66.8'F Indoor design DB: 70.0'F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer. Bosch Thermotechnol Model: BOVB-36HDN1-M18M+BVA 36WN1-M15 Actual airflow: 1120 cfm Output capacity: 35000 Btuh 101%of load Capacity balance: 17 °F Supplemental heat required: 0 Btuh Economic balance: -99 'F Backup equipment type: Elec strip Manufacturer. Model: Actual airflow. 1120 cfrn Output capacity. 15.0 kW 148%of load Temp.rise: 42 'F Meets all requirements ofACCA Manual S. - wrightsoft» 2024-Aug-01 09:12:50 »•, e�. Right-Sute®Universal202323.0.05RSLI64369 Page 3 ...ating&CoolingtElm Hill Drive Rye Brook Nyr p Calc=W8 Front Door faces:SE Duct System Summary Job: Elm Hill Drive wrightsoft, y Date: 7/18/24 1st Floor By. Mike Weaver WebReps LLC. Plan: Elm Hill Drive 1880 82nd Avenue Sute#203,Vero Beach,FL 32966 Phone:800-810-3280 Fax:888 9712999 Email:marxalj@,Aebrepshvac com Web:vmw.webreps holesale.com Project • • For. Eric Uribe,E.S.Heating&Cooling Svcs Inc 239 Lexington Avenue,Mount Ksco,NY 10549 Phone:914-382-7345 Email:eddie@esheatingcooling.com Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.23 in H2O 0.23 in H2O Available static pressure 0.37 in H2O 0.37 in H2O Supply/return available pressure 0.313/0.057 in H2O 0.313/0.057 in H2O Lowest friction rate 0.075 in/100ft 0.075 in/100ft Actual airflow 1817 cfm 1817 cfrn Total effective length(TEL) 497 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) 01m) FIR (in) (in) Mad Ln(ft) Ln(ft) Trunk BREAKFAST h 2930 171 123 0.134 7.0 Ox 0 ShMt 24.3 210.0 st4 DINING 2 c 3835 155 205 0.150 7.0 Ox 0 ShMt 33.8 175.0 st4A DINING ROOM-A c 4149 180 222 0.134 8.0 Ox 0 ShMt 48.0 185.0 st4A ENMY h 1457 85 43 0.075 5.0 Ox 0 ShMt 84.8 335.0 st12 FAMILYROOM c 3359 141 180 0.112 7.0 Ox 0 ShMt 49.8 230.0 st4C FAMILYROOM-A c 3359 141 180 0.119 7.0 Ox 0 ShMt 42.0 220.0 st4B KITCHEN c 3128 121 168 0.298 7.0 Ox 0 ShMt 10.0 95.0 LIVING ROOM h 2186 127 114 0.078 6.0 Ox 0 ShMt 74.8 325.0 st12 LIVING ROOM-A h 2186 127 114 0.078 6.0 Ox 0 ShMt 77.8 325.0 st12 MUD ROOM h 3774 220 124 0.267 8.0 Ox 0 ShMt 12.0 105.0 OFFICE c 1339 71 72 0.090 5.0 Ox 0 ShMt 54.5 295.0 st13 PLAYROOM-A c 4003 207 214 0.094 8.0 Ox 0 ShMt 63.8 270.0 st13 PWDR h 1226 71 57 0.083 5.0 Ox0 ShMt 59.8 315.0 st13 • • Trunk Detail • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (dm) FR (fpm) (in) (in) Material Trunk st4 PeakAVF 1476 1526 0.075 763 17.1 12 x 24 ShtMetl st4A PeakAVF 1305 1402 0.075 765 16.6 12 x 22 ShtMetl st4 st4B PeakAVF 970 975 0.075 731 14.5 12 x 16 ShtMetl st4A st4C PeakAVF 830 795 0.075 711 13.6 12 x 14 ShtMetl st4B st4D PeakAVF 689 615 0.075 689 12.7 12 x 12 ShtMetl st4C st12 PeakAVF 340 272 0.075 612 9.8 8 x 10 ShtMetl st4D st13 PeakAVF 349 343 0.083 628 9.6 8 x 10 ShtMetl st4D wrigghtsoft- 2024-Aug-01 09:12:50 i� .w,.• �,,,, Riga-Sute®Uriversal202323.0.05RSU64369 Page 1 abng&Cooling\Elm Hill Drive Rye Brook Nyrup Calc=MJ8 Front Door faces:SE TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) 01m) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Mat Trunk rb2 Ox 0 1817 1817 76.8 0.075 719 18.3 14x 26 ShMt - - wrightsoft- 2024-Aug-01 09:12:50 �'�- ..,w.• �a-,ama�� Right-Suite®Universal202323.0.05RSU6i4369 Page 2 ating&CoolingUrn Hill Drive Rye Brook Nynip Calc=MJ8 Frond Door faces:SE Duct S S Job: Elm Hill Drive -��- wrightsoft� uc System Summary Date: 7/18/24 2nd Floor By. Mike Weaver WebReps LLC. Plan: Elm Hill Drive 1880 82nd Avenue Sute#203.Vero Beach,FL 32966 Phone:800-810-3280 Fax:888 971 2999 Email:manualj@webreps[wac.com Web:w.nw.,Aebrepswholesale.com Project • • For: Eric Uribe,E.S.Heating&Cooling Svcs Inc 239 LeAngton Avenue,Mount Kisco,NY 10549 Phone:914-382-7345 Email:eddie@esheatingcooling.com Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.23 in H2O 0.23 in H2O Available static pressure 0.37 in H2O 0.37 in H2O SupplY/return available pressure 0.231 /0.139 in H2O 0.231 /0.139 in H2O Lowest fricti on rate 0.073 in/100ft 0.073 in/100ft Actual airflow 1550 cfm 1550 diiin Total effective length(TEL) 506 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Mat Ln(ft) Ln(ft) Trunk BATH h 1699 75 33 0.122 5.0 Ox 0 ShMt 29.8 160.0 st3A BATH 1 h 1106 49 32 0.073 4.0 Ox 0 ShMt 41.0 275.0 st1 A BATH h 1127 50 32 0.080 4.0 Ox0 ShMt 37.3 250.0 st1A BEDROOM 1 h 5261 233 191 0.090 8.0 Ox 0 ShMt 51.3 205.0 st1A BEDROOM 2 c 2284 103 116 0.122 6.0 Ox 0 ShMt 39.5 150.0 st1 BEDROOM4 h 4837 215 190 0.091 8.0 Ox0 ShMt 49.0 205.0 st1A BEDROOM c 2975 124 152 0.125 7.0 Ox0 ShMt 35.3 150.0 st1 HALL BATH h 442 20 14 0.130 4.0 Ox 0 ShMt 18.3 160.0 st1 LAUNDRY c 991 15 50 0.123 4.0 Ox 0 ShMt 18.5 170.0 st3A MASTER BEDROOM h 4242 188 188 0.125 7.0 Ox 0 ShMt 24.8 160.0 st3A MASTER BEDROOM 2 c 4820 183 245 0.153 8.0 Ox 0 ShMt 20.5 130.0 st2 MASTER BEDROOM 2-B c 4820 183 245 0.151 8.0 Ox 0 ShMt 22.8 130.0 st2 MASTER WIC h 2523 112 60 0.143 6.0 Ox 0 ShMt 11.8 150.0 st3 Supply Trunk Detail • - Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st3A PeakAVF 279 271 0.122 627 8.2 8 x 8 ShtMetl st3 st1 PeakAVF 794 728 0.073 681 13.5 12 x 14 ShtMetl st1A PeakAVF 547 445 0.073 657 11.7 10 x 12 ShtMetl st1 st2 PeakAVF 365 491 0.151 707 9.7 10 x 10 ShtMetl SO PeakAVF 391 331 0.122 703 9.3 8 x 10 ShtMetl wrightsoft- 2024-Aug-01 09:12:50 Right-Sute®Universal 202323.0.05RSU64369 Page A+O�* ...ating&Cooling\Elm Hill Drive Rye Brook Nyrup Calc=MJ8 Front Door faces:SE TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (Cfm) MIMI) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb3 Ox 0 1550 1550 190.3 0.073 710 20.0 Ox 0 ShMt rt1 TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type MM) (cfm) FR (fpm) (in) (in) Material Trunk rt1 PeakAVF 1550 1550 0.073 698 17.3 16 x 20 ShtMetl wrightsoft` 2024-Aug-01 09:12:50 Rigtt-Sute®Uriversal202323.0.05RSU64369 Page 4 ...a6og&Cooling\Elm Hill Drive Rye Brook Nyrup Calc=MJ8 Frort Door faces:SE Duct System Summary Job: Elm Hill Drive wrightsoftt Date: 7/18/24 Basement By. Mike Weaver WebReps LLC. Plan: Elm Hill Drive 1880 82nd Avenue Site#203,Vero Beach,FL 32966 Phone:800-810-3280 Fax:888 971 2999 Email:manualj@webrepsh✓acoom Web:www.vebrepswholesale.com Project • • For: Eric Uribe,E.S.Heating&Cooling Svcs Inc 239 Lexington Avenue,Mount Ksco,NY 10549 Phone:914-382-7345 Email:eddie@esheatingcooling.com Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.23 in H2O 0.23 in H2O Available static pressure 0.37 in H2O 0.37 in H2O Supply/return available pressure 0.321 /0.049 in H2O 0.321 /0.049 in H2O Lowest friction rate 0.080 in/100ft 0.080 in/100ft Actual airflow 1120 cfm 1120 cfrn Total effective length(TEL) 461 ft --Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (dim) (cfm) FIR (in) (in) Mat Ln(ft) Ln(ft) Trunk B BATH c 1398 26 77 0.126 5.0 Ox 0 ShMt 40.3 215.0 st21 B BED c 4062 160 223 0.104 8.0 Ox 0 ShMt 53.3 255.0 st20 MECH h 4660 190 110 0.259 7.0 Ox 0 ShMt 19.0 105.0 OPEN BASEMENT h 3656 149 142 0.150 6.0 Ox 0 ShMt 43.5 170.0 st7A OPEN BASEMENT-A h 3656 149 142 0.080 6.0 Ox 0 ShMt 64.3 335.0 st20 OPEN BASEMENT-B h 3656 149 142 0.164 6.0 Ox 0 ShMt 25.8 170.0 st7 OPEN BASEMENT-C h 3656 149 142 0.177 6.0 Ox 0 ShMt 21.0 160.0 st7 OPEN BASEMENT-D h 3656 149 142 0.126 6.0 Ox0 ShMt 39.8 215.0 st21 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (chn) (cfm) FIR 00m) (in) (in) Material Trunk st7 PeakAVF 930 1010 0.080 757 14.4 12 x 16 ShtMetl st7A PeakAVF 633 726 0.080 726 12.8 12 x 12 ShtMetl st7 st7B PeakAVF 484 584 0.080 701 11.8 10 x 12 ShtMetl st7A st20 PeakAVF 309 365 0.080 670 10.0 0 x 0 ShtMetl st713 st21 PeakAVF 175 219 0.126 656 7.5 6 x 8 ShtMetl st7B wrightsoft• 2024-Aug-0109:12:50 Right-Sute®Universal 2023 23.0.05 RSU64369 Page 5 ..sting 8 CoolingtElm Hill Drive Rye Brook Nynp Calc=M.18 Front Door faces:SE Branch Detail Return Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Mat Trunk rb1 Ox 0 1120 1120 61.5 0.080 747 15.0 12x 18 ShMt -*- Wrigghtsoft` 2024-Aug-0109:12:50 ^'� .�.• p, Rigtt-Sate®Uriversal 2023 23. .005 RSU64369 I�iCK Page 6 ating 8 Cooling\Elm Hill Drive Rye Brook NynQ Calc=MJ8 Front Door faces:SE PCL XL error Warning: IllegaLMediaType ., BOSCH00 11 (R BOSCH Bosch BVA 2 . 0 Series Air Handler 2-3-4-5 Ton Capacity R410A Product • - • .��..:�i CERTIFIED C( � us -to Intertek Uri4vy Sm.W NP MIDI SIJIItlNtl 2101210 Bosch IDS1 3 Product specifications BVA024 BVA03604 0 1 Mfg Capecilty Nominal Cooling(BTU/h) 24000 34600 47500 54500 Nominal Heating(BTU/h) 24000 34200 48000 56000 Blower Diameter(mm) 10-5/8'(270) 10-63/64"(279) 10-63/64"(279) 10-63/64"(279) Width(mm) 8-5/32"(207) 10-43/64"(271) 10-43/64"(271) 10-43/64"(271) Fan Motor Horsepower(HP) 1/3 1/2 1 3/4 3/4 Full Load Amps 2.6 3 4.5 4.5 Refrigeration System Refrigerant Line Size' Liquid Line Size(O.D.) 3/8" 3/8" 3/8" 3/8" Suction Line Size(O.D.) 3/4" 3/4' 7/8' 7/8' ReSfgerant Connection Sme Liquid Line Size(O.D.) 3/8' 3/8" 3/8" 3/8" Suction Line Size(O.D.) 3/4" 3/4" 7/8" 7/8" Expansion Device[TXV=Thermal Expansion Valve] TXV Decibels dB(A) FWiSpeed 63 65 67 68 Medium Speed 59 62 63 64 LowSpeed 55 58 59 60 Electrical Data Voltage-Phase-Hz 208/230-1-60 208/230.1-60 208/230-1-60 208/230-1-60 Minimum CircuitAmpacity' 3.3 3.8 5.7 5.7 Max.Overcurrent Protection' 15 15 15 15 Min/Max Volts 172V/270V Alr Filter Air Filter Sizes 18"x 20" 18"x 20" 20"x 22" 20"x 22" WOW Net Weight(without packaging)(lbs) 119 126 162 170 Gross Weight(including packaging)(lbs)° 132 139 180 j 188 Dinensions Unit D x W x H(in.) 21-5/8 x 19-5/8 x 46-1/2 21-5/8 x 19-5/8 x 46-1/2 24 x 22 x 54.1/2 24 x 22 x 54-1/2 Unit D x W x H(in.)(with pallet and packaging) 25-3/8 x 22-5/16 x! 9/16 25-3/8 x 22-5/16 x 52-9/16 27-11/16 x 24.11/16 x 60-5/8 27-11/16 x 24.11/16 x 60-5/8 8 KIM Coi Net face area-sq.ft. 4.02 4.02 5.99 5.99 Tube diameter 9/32"(7 mm) 9/32"(7 mm) 9/32"(7mm) 9/32"(7mm) No.of rows 4 4 4 5 Fins per inch 17 17 17 17 Table 1 'Tested and rated in accordance with AHRI Standard 210/240. 'Wire size should be determined in accordance with National Electrical Codes; extensive wire runs will require larger wire sizes. 'Must use time-delay fuses or HACR-type circuit breakers of the same size as noted. 'Weight shown includes packaging Data subject to change 04.2019(Bosch Thermotechnology Corp. 4 Dimensions a25"CLEARANCE IS REQUIRED IN THE FRONT OF ' THE UNIT FOR FILTER AND COIL MAINTENANCE. ELECTRICAL CONNECTIONS THROUGH TOP OR EITHER SIDE SUPPLY AIR I HIGH VOLTAGE CONNECTION 1-'/,", FLANGES ARE PROVIDED 1-X", X"DIA KNOCKOUTS FOR FIELD INSTALLATION A w LOW VOLTAGE CONNECTION Oo 0 CIRCUIT BREAKER SWITCH (FOR ELECTRIC HEATER ONLY) H VAPOR LINE CONNECTION COPPER TUBE(SWEAT) LIQUID LINE CONNECTION COPPER TUBE(SWEAT) AUXILIARY DRAIN CONNECTION 3/4" FEMALE PIPE THREAD(NPT) AUXILIARY DRAIN CONNECTION 3/4" FEMALE PIPE THREAD(NPT) PRIMARY DRAIN CONNECTION 3/4" FEMALE PIPE THREAD(NPT) UPFLOW UNIT SHOWN: THE UNIT CAN BE POSITIONED FOR BOTTOM AIR RETURN IN THE UPFLOW POSITION,LEFT AND RIGHT AIR RETURN IN THE HORIZONTAL POSITION,OR TOP AIR RETURN IN DOWNFLOW POSITION. Figure 2 DimensionsModel Size Unit Height"H" • 1" Supply 1 • Vapor 24 46-1/2[1180] 19-5/8[500] 21-5/8[550] 18[456] 3/8/3/4 [9.5]/[19] 36 46-1/2[1180] 19-5/8[500] 21-5/8[550) 18[456] 3/8/3/4 [9.5]/[19] 48 54-1/2[13851 22[560] 24[610] 19-1/2[496] 3/8/7/8 [9.5]/[22] 60 54.1/2[1385] 22[560] 24[610] 19-1/2(496] 3/8/7/8 [9.5]/[22] Table 2 Bosch Thermotechnology Corp.104.2019 Data subject to change 5 Airflow Performance Airflow performance data is based on cooling performance with a coil and no filter in place.Check the performance table for appropriate unit size selection. External static pressure should stay within the minimum and maximum limits Air Handler Model Size Motor Speed 0[01 0.1f.o2l 0.2[.051 0.31,071 1 4f.111 1 0.6t.151 1 0.8f.201 Tap(5) SUM 1181 1144 1104 1063 1021 991 961 919 902 Watts 263 274 283 289 298 304 314 323 328 SUM 961 913 872 826 792 748 717 673 638 Tap(4)-Default High Stage Setting Watts 146 151 160 166 175 180 190 195 205 24 Tap(3) SUM 852 797 760 708 674 626 589 535 500 Watts 109 114 122 127 137 142 150 155 157 SUM 755 711 653 615 563 505 499 413 382 Tap(2)Default LowS[ageSetting Watts 81 98 94 103 108 112 119 125 133 TOM SCFM 712 647 604 548 490 481 452 427 368 Watts 71 75 84 88 93 98 101 109 114 Tap(5) SUM 1460 1420 1371 1329 1228 1224 1 1195 1093 1041 Watts 283 294 301 311 322 327 340 356 367 SCFM 1269 1213 1170 1121 1085 996 911 867 810 Tap(4)Default High Stage Setting Watts 191 197 207 213 223 238 247 255 266 36 Tap(3) SUM 1152 1093 1046 988 r 895 829 764 717 707 Watts 147 152 16l 167 181 192 198 207 208 Tap(2)Default Low Stage Setting SUM 925 879 808 700 623 573 516 495 442 Watts 87 96 100 111 116 125 129 134 143 Tap(1) SUM 889 727 456 225 Watts 74 66 51 44 Tap(5) SUM 2051 2006 1961 1914 1867 1819 1777 1735 1695 Watts 454 471 487 503 518 531 545 551 57? Tap(4) SCFM 1914 1875 1831 1782 1735 1691 1 1649 1611 1581 Watts 384 401 416 430 442 455 467 480 492 48 Tap(3)-Default High Stage Setting SUM 1714 1661 1611 1560 1513 1469 1424 1380 1314 Watts 273 289 304 317 330 343 353 366 386 Tap(2) SUM 1499 1451 13911 1340 1288 1247 1188 1058 993 Watts 198 212 1 224 234 1 243 256 271 290 303 Tap(1)-Default Low Stage Setting SUM 1363 1307 1250 1181 1134 1062 138 875 835 Watts 151 163 175 181 193 206 224 232 243 Tap(5) SUM 2029 1988 1947 1900 1858 1815 1771 1716 1671 Watts 466 482 498 514 528 541 553 565 572 SUM 1881 1843 1800 1754 1708 1666 1626 1590 1558 Tap(4)-Default High Stage Setting Watts 391 407 423 438 449 462 474 487 498 SUM 1677 1633 1586 1543 1499 1449 1409 1370 1281 60 Tap(3) Watts 281 297 311 1 325 338 346 358 370 386 SUM 1491 1439 1380 1334 1285 1246 1180 1047 988 Tap(2)Default LowS[ageSetting Watts 205 217 226 238 250 259 269 292 300 Tap(1) SUM 1348 1280 1227 1180 1130 1042 933 871 825 Watts 157 165 176 187 196 206 225 233 245 Table 3 QBold outlined areas represent airflow outside of the required 300-450 cfm/ton range. NOTES: 1.The high stage airflow must be used as the rated airflow for the full load operation of machine. 2.The rated airflow of systems without electric heater kits requires between 300 and 450 cubic feet of air per minute(CFM). 3.The rated airflow of systems with electric heater kits requires between 350 and 450 cubic feet of air per minute(CFM). 4.The air distribution system has the greatest effect on airflow.Therefore,the contractor should use only industry-recognized procedures. 5.Duct design and construction should be carefully done.System performance can be lowered dramatically through poor design or workmanship. 6.Air supplier ducts should be located along the perimeter of the conditioned space and properly sized. Improper location or insufficient au flow may cause drafts or noise in the ductwork. 7.Installers should balance the air distribution system to ensure proper quiet airflow to all rooms in the home.An air velocity meter or airflow hood can be used to balance and verify branch and system airflow (CFM). Data subject to change 04.20191 Bosch Thermotechnology Corp. Product Bosch IDS1 6 Heater Kit Data speed ModelHeat Kit Model Air Handler (kW)Electric MIN.Circuit Ampacity MAX.Fuse or Breaker(HACR)Arnpacity Fan 240 VAC 0:VAC 240VAC0: EHK-058 5 29.4 25.9 30 30 • • • I • • EHK-08B 24 7.5 42.4 37.2 45 40 X X • • • EHK-10B 10 55.4 48.5 60 50 X X • • • EHK-05B 5 29.9 1 26.4 30 30 • • • • • EHK-08B 7.5 42.9 37.7 45 40 X • • • • EHK-10B 36 10 1 55.9 49 60 50 X X • • • EHK-15B 15 55.9/26.1 49/22.6 60/30 50/25 X X • • • EHK-05B 5 31.8 28.3 35 30 • • • • • EHK-08B 7.5 44.8 39.6 45 40 • • • • • EHK-10B 48 10 57.8 50.9 60 60 X • • • • EHK-15B 15 57.$/26.1 50.9/22.6 60/30 60/25 X X • • • EHK-20B 20 57.8/52.1 50.9/45.2 60/60 60/50 X X X • • EHK-05B 5 31.8 28.3 35 30 X X • • • EHK-08B 7.5 44.8 39.6 45 40 X X • • • EHK-10B 60 10 57.8 50.9 60 60 X X • • • EHK-15B 15 57.8/26.1 50.9/22.6 60/30 60/25 X X • • • EHK-20B 20 57.8/52.1 50.9/45.2 60/60 60/50 X X X • • Table 4 Suitable heat kits for AHU multi position installation — Heat kit suitable for AHU 4-way position installation. — Ampacities for MCA and Fuse/breaker including the blower motor — Heat pump systems require a specified airflow.Each ton of cooling requires between 350 and 450 cubic feet of air per minute(CFM),or 400 CFM nominally. Heater Kit Accessories EHK05B 5 kW Heat Kit,Double Pole Breaker • • • • EHK08B 7.5 kW Heat Kit,Double Pole Breaker • • • • EHK10B 10 kW Heat Kit,Double Pole Breaker • • • • EHK15B 15 kW Heat Kit,Double Pole Breaker X • • • EHK208 20 kW Heat Kit.Double Pole Breaker X X • • Table 5 [•means available,X means not available] Bosch Thermotechnology Corp.104.2019 Data subject to change Bosch BOVA Split Sys[em Heat Pump Product Specifications Split System Heat Pump Up to 18 SEER 2-3-4-5 Ton Capacity R410A Standard Features • R-410Achlodne-free refrigerant • Load 25%-110% • Intelligent oil return technology IUIU • Inverter Driven Rotary Compressor O�� �O�oo • Crankcase Heater Standard Q ������� • Compressor Sound Blanket oo� • Multiple System Protection: 1. High pressure switch and low pressure transducer 2.Compressor Liquid return protection QQQ�Q�QQQ�OQ 3.Compressor high or low compression ratio protection 4.Compressor high temperature Protection NOTE:Appearance of unit may vary. 5.High/low voltage Protection and Over Current Protection 6 IPM and electronic control board high temperature Protection • AHRI certified;ETL listed Contents Cabinet Features Nomenclature......................................................2 Product Specifications.........................................3 • Unique sound control top design Expanded Data....................................................4 • Baked-on powder paint finish Performance Data...............................................8 • Wind Load compliant per Florida Building Code-2010 Dimensions.........................................................9 • Wire fan discharge grille Wiring Diagram..................................................10 • Steel louver coil guard ' CERTIFIED- c ETA us Into tek JOG 1 NOMENCLATURE BOSCH CONDENSING UNIT NOMENCLATURE B OV A-48 H N1 —M 18 M Compressor Brand M: Mitsubishi Efficiency 18: 18 SEER Power Supply M: 208/230V 1 Ph, 60Hz Refrigerant N1: R410A Function Type C: Condenser H: Heat pump Nominal Capacity 48: 48X1,000BTU/H Series A:A series Unit Type OV: Discharge type Bosch 2 Product Specifications Specifications BOVA 36 BOVA 60 Cooling Capacity Nominal Cooling(BTU/h) 34,600 57,000 Nominal Heating(BTU/h) 33,600 55,000 Decibels([dB(A)] Max.@100%load 77 79 Min.@min load 50 50 Compressor RLA 18.5 27.2 LRA 45 58.1 Condenser Fan Motor Horsepower(HP) 1/6 1/3 FLA 1 0 2.5 Refrigeration System Refrigerant Line Size' Liquid Line Size("O.D.) W, Suction Line Size("O.D.) 7/01 Refrigerant Connection Size Liquid Valve Size("O.D.) Suction Line Size("O.D.) 3/4 �a Refrigerant Charge(R-410A,oz) 121 163 Expansion Device EEV EEV Maximum Line Length 100 FT 100 FT Maximum Elevation Difference 50 FT 50 FT Charging Specifications Subcooling at Service Valve 10°F(t 2°F) 8°F(t 2°F) Electrical Data Voltage-Phase-Hz 208/230-1-60 208/230-1-60 Minimum Circuit Ampacity t 24.2 36.5 Max Overcurrent Protection 40 60 Min/Max Volts 187/253 187/253 Equipment Weight(Ibs) 157 205 Ship Weight(Ibs)' 165 216 1 Tested and rated in accordance with AHRI Standard 210/240. 2 Wire size should be determined in accordance with National Electrical Codes.extensive wire runs will require larger wire sizes. 3 Must use time-delay fuses or HACR-type circuit breakers of the same size as noted 4 Weight values are estimated. Notes •Always check the rating plate for electrical data on the unit being installed. •Unit is factory charged with refrigerant for 15'of%"liquid line System charge must be adjusted per Installation Instructions Final Charge Procedure Installation of these units requires the specified TXV Kit to be installed on the indoor coil. THE SPECIFIED TXV IS DETERMINED BY THE OUTDOOR UNIT. NOT THE INDOOR COIL. 3 Expanded Data 24 AHU+BOVA 36 Indoor Airflow Outdoor IWB(OF) 59(°F) 63(°F) 67(°F) 71(OF) (CFM) pB DB(OF) 70 75 80 85 70 75 80 85 70 75 1 80 85 70 75 80 85 TC 17.2 17.3 17.3 17.4 20.3 20.4 20.5 20.7 23.4 23.5 23.6 23.7 / 27.4 27.5 27.6 65 S/T 0.85 1.00 1.00 1.00 0.57 0.76 0.97 1.00 0.38 0.55 0.73 0.89 / 0.37 0.52 0.67 kW 0.81 0.81 0.81 0.81 0.86 0.86 0.86 0.86 1.02 1.02 1.02 1.02 / 1.21 1.21 1.21 TC 17.2 17.3 17.3 17.4 20.3 20.4 20.5 20.7 23.4 23.5 23.6 23.7 / 27.4 27.5 27.6 75 S/T 0.85 1.00 1.00 1.00 0.57 0.76 0.97 1.00 0.38 0.55 0.73 0.89 / 0.37 0.52 0.67 kW 0.97 0.97 0.97 0.97 1.04 1.04 1.04 1.04 1.26 1.26 1 1.26 1.26 1 / 1 1.48 1.48 1.48 TC 17.2 17.3 17.3 17.4 20.3 20.4 20.5 20.7 23.4 23.5 23.6 23.7 / 27.4 27.5 27.6 85 SfT 0.85 1.00 1.00 1.00 0.57 0.76 0.97 1.00 0.38 0.55 0.73 0.89 / 0.37 0.52 0.67 700 kW 1.15 1.15 1.15 1.15 1.30 1.30 1.30 1.30 1.52 1.52 1.52 1.52 / 1.83 1.83 1.83 TC 17.2 17.3 17.3 17.4 20.3 20.4 20.5 20.7 23.4 23.5 23.6 23.7 / 27.4 27.5 1 27.6 95 S/T 0.85 1.00 1.00 1.00 1 0.57 0.76 0.97 1.00 0.38 0.55 0.73 0.89 / 0.37 0.52 0.67 kW 1.28 1.28 1.28 1.28 1.56 1.56 1.56 1.56 1.83 1.83 1.83 1.83 / 2.22 2.22 2.22 TC 17.2 17.3 17.3 17.4 20.3 20.4 20.5 20.7 23.4 23.5 23.6 23.7 / 25.4 25.5 25.6 105 S/T 0.85 1.00 1.00 1.00 0.57 0.76 0.97 1.00 0.38 0.55 0.73 0.89 / 0.38 0.53 0.68 kW 1.67 1.67 1.67 1.67 1.87 1.87 1.87 1.87 2.31 2.31 2.31 2.31 / 2.43 2.43 2.43 TC 17.2 17.3 17.3 17.4 17.8 17.8 17.9 18.0 18.7 18.8 18.9 19.0 / 20.0 20.1 20.2 115 S/T 0.85 1.00 1.00 1.00 0.60 0.82 1.00 1.00 0.42 0.62 0.81 0.99 / 0.39 0.58 0.81 kW 1.88 1.88 1.88 1.88 1.92 1.92 1.92 1 1.92 1.98 1.98 1.98 1.98 / 2.05 2.05 2.05 TC 17.5 17.5 17.6 17.7 20.7 20.8 20.9 21.0 23.8 23.9 24.0 24.1 / 27.8 28.0 28.1 65 S/T 0.89 1.00 1.00 1.00 0.60 0.80 1.00 1.00 0.40 0.59 0.77 0.94 1 / 1 0.39 0.55 0.71 kW 0.81 0.81 0.81 0.81 0.87 0.87 0.87 0.87 1.04 1.04 1.04 1.04 / 1.22 1.22 1.22 TC 17.5 17.5 17.6 17.7 20.7 20.8 20.9 21.0 23.8 23.9 24.0 24.1 / 27.8 28.0 28.1 75 S/T 0.89 1.00 1.00 1.00 0.60 0.80 1.00 1.00 0.40 0.59 0.77 0.94 / 0.39 0.55 0.71 kW 0.98 0.98 0.98 0.98 1 1.05 1 1.05 1.05 1.05 1.28 1.28 1.28 1.28 / 1.50 1.50 1.50 TC 17.5 17.5 17.6 17.7 20.7 20.8 20.9 21.0 23.8 23.9 24.0 24.1 / 27.8 28.0 28.1 85 S!T 0.89 1.00 1.00 1.00 0.60 0.80 1.00 1.00 0.40 0.59 0.77 0.94 / 0.39 1 0.55 0.71 800 kW 1 1.17 1.17 1.17 1.17 1.31 1.31 1.31 1.31 1.54 1.54 1.54 1.54 / 1.85 1.85 1.85 TC 17.5 17.5 17.6 17.7 20.7 20.8 20.9 21.0 23.8 23.9 24.0 24.1 / 27.8 28.0 28.1 95 S/T 0.89 1.00 1.00 1.00 0.60 0.80 1.00 1.00 0.40 0.59 0.77 0.94 / 0.39 0.55 0.71 kW 1.30 1.30 1.30 1.30 1.57 1 1.57 1.57 1.57 1.85 1.85 1.85 1.85 / 2.25 2.25 2.25 TC 17.5 17.5 17.6 17.7 20.7 20.8 20.9 1 21.0 1 23.8 23.9 1 24.0 24.1 / 25.8 25.9 26.0 105 S/T 0.89 1.00 1.00 1.00 0.60 0.80 1.00 1.00 0.40 0.59 0.77 0.94 1 / 0.40 0.56 0.72 kW 1.68 1.68 1.68 1.68 1.89 1.89 1.89 1.89 2.33 2.33 2.33 2.33 / 2.46 2.46 2.46 TC 17.5 17.5 17.6 17.7 18.1 18.1 18.2 18.3 19.0 19.1 19.2 19.3 / 20.3 20.4 20.5 115 SIT 0.89 1.00 1.00 1.00 0.63 0.87 1.00 1.00 0.44 0.65 0.85 1.00 / 0.41 0.61 0.86 kW 1.91 1.91 1.91 1.91 1 1.94 1 1.94 1.94 1.94 2.00 2.00 2.00 2.00 / 2.07 2.07 2.07 TC 17.7 17.8 17.9 18.0 21.0 21.1 21.2 21.4 24.2 24.3 24.4 24.5 / 28.3 28.4 28.6 65 S/T 0.93 1.00 1.00 1.00 0.62 0.83 1.00 1.00 0.42 0.61 0.80 0.98 / 0.41 1 0.57 0.73 kW 0.82 0.82 0.82 0.82 0.88 0.88 0.88 0.88 1.05 1.05 1.05 1.05 / 1.23 1.23 1.23 TC 17.7 17.8 17.9 18.0 21.0 21.1 21.2 21.4 24.2 24.3 24.4 24.5 / 28.3 28.4 28.6 75 SR 0.93 1.00 1.00 1.00 0.62 0.83 1.00 1.00 0.42 0.61 0.80 0.98 / 0.41 0.57 0.73 kW 0.99 0.99 0.99 0.99 1.07 1.07 1.07 1.07 1.29 1.29 1.29 1.29 / 1.51 1.51 1.51 TC 17.7 17.8 17.9 18.0 21.0 21.1 21.2 21.4 24.2 1 24.3 1 24.4 24.5 / 28.3 28.4 28.6 85 SR 0.93 1.00 1.00 1.00 0.62 0.83 1.00 1.00 0.42 0.61 0.80 0.98 / 0.41 0.57 0.73 900 kW 1.18 1.18 1.18 1.18 1.33 1.33 1.33 1.33 1.55 1.55 1.55 1.55 / 1.87 1.87 1.87 TC 17.7 1 T8 17.9 18.0 21.0 21.1 21.2 21.4 24.2 24.3 24.4 24.5 / 28.3 28.4 28.6 95 SR 0.93 1.00 1.00 1.00 0.62 0.83 1.00 1.00 0.42 0.61 0.80 0.98 / 0.41 0.57 0.73 kW 1.31 1.31 1.31 1.31 1.59 1.59 1.59 1.59 1.87 1.87 1.87 1.87 / 2.27 2.27 2.27 TC 17.7 17.8 17.9 18.0 21.0 21.1 21.2 21.4 24.2 24.3 1 24.4 24.5 / 26.2 26.4 26.5 105 SR 0.93 1.00 1.00 1.00 0.62 0.83 1.00 1.00 0.42 0.61 0.80 0.98 1 / 0.42 0.58 0.75 kW 1.70 1.70 1.70 1.70 1.91 1.91 1.91 1.91 2.36 2.36 2.36 2.36 / 2.49 2.49 2.49 TC 17.7 17.8 17.9 18.0 18.4 18.5 18.5 18.6 19.3 19.4 19.5 19.6 / 20.6 20.7 20.8 115 S/T 0.93 1.00 1.00 1.00 0.66 0.90 1.00 1.00 0.46 0.67 0.89 1.00 / 0.42 0.64 0.89 kW 1.93 1.93 1.93 1.93 1.96 1.96 1.96 1.96 2.02 2.02 2.02 2.02 / 2.09 2.09 2.09 TC: refer to total capacity S/T: refer to the ratio of sensible heat and total capacity kW: refer to total input power 4 Expanded Data 36 AHU+BOVA 36 Indoor Airflow Outdoor IWB(OF) 59(°F) 63(°F) 67(°F) 71(OF) (CFM) DB IDB(OF) 70 75 80 85 70 75 80 85 70 75 1 80 85 70 75 80 85 TC 24.7 24.8 24.9 25.0 29.2 29.4 29.5 29.7 33.6 33.7 33.9 34.1 / 39.3 39.5 39.7 65 S/T 0.84 1.00 1.00 1.00 0.56 0.75 0.95 1.00 0.37 0.55 0.72 0.88 / 0.37 0.51 0.66 kW 1.30 1.30 1.30 1.30 1.39 1.39 1.39 1.39 1.65 1.65 1.65 1.65 / 1.95 1.95 1.95 TC 24.7 24.8 24.9 25.0 29.2 29.4 29.5 29.7 33.6 33.7 33.9 34.1 / 39.3 39.5 39.7 75 S/T 0.84 1.00 1.00 1.00 0.56 0.75 0.95 1 1.00 0.37 0.55 0.72 0.88 / 0.37 0.51 0.66 kW 1.56 1.56 1.56 1.56 1.68 1.68 1.68 1.68 2.04 2.04 2.04 2.04 / 2.39 2.39 2.39 TC 24.7 24.8 24.9 25.0 29.2 29.4 29.5 29.7 33.6 33.7 33.9 34.1 / 39.3 39.5 39.7 85 S/T 0.84 1.00 1.00 1.00 0.56 0.75 0.95 1.00 0.37 0.55 0.72 0.88 / 0.37 0.51 0.66 1000 kW 1 1.86 1.86 1.86 1.86 2.09 2.09 2.09 2.09 2.45 2.45 2.45 2.45 / 2.95 2.95 2.95 TC 24.7 24.8 24.9 25.0 29.2 29.4 29.5 29.7 33.6 33.7 33.9 34.1 / 39.3 39.5 39.7 95 S/T 0.84 1.00 1.00 1.00 0.56 0.75 0.95 1 1.00 0.37 1 0.55 0.72 0.88 / 0.37 0.51 0.66 kW 2.07 2.07 2.07 2.07 2.51 2.51 2.51 2.51 2.95 2.95 2.95 2.95 / 3.58 3.58 3.58 TC 24.7 24.8 24.9 25.0 29.2 29.4 29.5 29.7 33.6 33.7 33.9 34.1 / 36.4 36.6 36.8 105 S/T 0.84 1.00 1.00 1.00 0.56 0.75 0.95 1.00 0.37 0.55 0.72 0.88 / 0.37 0.52 0.67 kW 2.68 2.68 2.68 2.68 3.01 3.01 3.01 3.01 3.72 3.72 3.72 3.72 / 3.92 3.92 3.92 TC 24.7 24.8 24.9 25.0 25.5 25.6 25.8 25.9 26.8 27.0 27.1 27.3 / 28.7 28.8 29.0 115 S/T 0.84 1.00 1.00 1.00 0.59 0.81 1 1.00 1.00 0.42 0.61 0.80 0.98 / 0.38 0.57 0.80 kW 3.04 3.04 3.04 3.04 3.10 3.10 3.10 3.10 3.19 3.19 3.19 3.19 / 3.30 3.30 3.30 TC 25.2 25.3 25.4 25.5 29.8 30.0 30.1 30.3 1 34.3 34.4 1 34.6 34.8 / 40.1 40.3 40.5 65 S/T 0.89 1.00 1.00 1.00 0.60 0.80 1.00 1.00 0.40 0.59 0.77 0.94 / 0.39 0.55 0.71 kW 1.31 1.31 1.31 1.31 1.40 1.40 1.40 1.40 1.67 1.67 1.67 1.67 I 1.97 1.97 1.97 TC 25.2 25.3 25.4 25.5 29.8 30.0 30.1 30.3 34.3 34.4 34.6 34.8 / 40.1 40.3 40.5 75 S/T 0.89 1.00 1.00 1.00 0.60 0.80 1.00 1.00 0.40 0.59 0.77 0.94 / 0.39 0.55 0.71 kW 1.58 1.58 1.58 1.58 1 1.70 1.70 1.70 1.70 2.06 2.06 2.06 2.06 / 2.41 2.41 2.41 TC 25.2 25.3 25.4 25.5 29.8 30.0 30.1 30.3 34.3 34.4 34.6 34.8 / 40.1 40.3 40.5 85 S/T 0.89 1.00 1.00 1.00 0.60 0.80 1.00 1.00 0.40 0.59 0.77 0.94 / 0.39 0.55 0.71 1180 kW 1.88 1.88 1.88 1.88 2.12 2.12 2.12 2.12 2.47 2.47 2.47 2.47 / 1 2.98 2.98 2.98 TC 25.2 25.3 25.4 25.5 29.8 30.0 30.1 30.3 34.3 34.4 34.6 34.8 / 40.1 40.3 40.5 95 S/T 0.89 1.00 1.00 1.00 0.60 0.80 1.00 1.00 0.40 0.59 0.77 0.94 / 0.39 0.55 0.71 kW 2.09 2.09 2.09 2.09 2.53 2.53 2.53 2.53 2.98 2.98 2.98 2.98 / 3.62 3.62 3.62 TC 25.2 25.3 25.4 25.5 29.8 30.0 30.1 30.3 34.3 1 34.4 34.6 34.8 / 37.2 37.4 37.6 105 SR 0.89 1.00 1.00 1.00 0.60 0.80 1.00 1.00 0.40 0.59 0.77 0.94 / 0.40 0.56 0.72 kW 2.71 2.71 2.71 2.71 3.04 3.04 3.04 3.04 3.75 3.75 3.75 3.75 / 3.96 3.96 3.96 TC 25.2 25.3 25.4 25.5 1 26.0 26.2 26.3 26.4 27.4 27.5 27.7 27.8 / 29.3 29.4 29.6 115 S/T 0.89 1.00 1.00 1.00 0.63 0.87 1.00 1.00 0.44 0.65 0.85 1.00 / 0.41 0.61 0.86 kW 3.07 3.07 3.07 3.07 3.13 3.13 3.13 3.13 3.22 3.22 3.22 3.22 / 3.34 3.34 3.34 TC 25.7 25.9 26.0 26.1 30.5 30.7 30.8 31.0 35.0 1 35.2 35.4 35.6 / 41.0 41.3 1 41.5 65 S/T 0.93 1.00 1.00 1.00 0.62 0.83 1.00 1.00 0.42 0.61 0.80 0.98 / 0.41 0.57 0.73 kW 1.32 1.32 1.32 1.32 1.41 1.41 1.41 1.41 1.68 1.68 1.68 1.68 / 1.98 1.98 1.98 TC 25.7 25.9 26.0 26.1 1 30.5 30.7 30.8 31.0 35.0 35.2 35.4 35.6 / 41.0 41.3 41.5 75 S/T 0.93 1.00 1.00 1.00 0.62 0.83 1.00 1.00 0.42 0.61 0.80 0.98 / 0.41 0.57 0.73 kW 1.59 1.59 1.59 1.59 1.71 1.71 1.71 1.71 2.07 2.07 2.07 2.07 / 2.43 2.43 2.43 TC 25.7 25.9 26.0 26.1 30.5 30.7 30.8 31.0 35.0 35.2 35.4 35.6 / 41.0 1 41.3 41.5 85 S/T 0.93 1.00 1.00 1.00 0.62 0.83 1.00 1.00 0.42 0.61 0.80 0.98 / 0.41 0.57 0.73 1320 kW 1.89 1.89 1.89 1.89 2.13 2.13 2.13 2.13 2.49 2.49 2.49 2.49 / 3.00 3.00 3.00 TC 25.7 25.9 26.0 26.1 30.5 30.7 30.8 31.0 35.0 35.2 35.4 35.6 / 41.0 41.3 41.5 95 S/T 0.93 1.00 1.00 1.00 0.62 0.83 1.00 1.00 0.42 0.61 0.80 0.98 / 0.41 0.57 0.73 kW 2.10 1 2.10 2.10 2.10 2.55 2.55 2.55 2.55 3.00 3.00 3.00 3.00 / 3.65 3.65 3.65 TC 25.7 25.9 26.0 26.1 30.5 30.7 30.8 31.0 35.0 35.2 35.4 35.6 / 38.0 38.2 38.4 105 S/T 0.93 1.00 1.00 1.00 0.62 0.83 1.00 1.00 0.42 0.61 0.80 0.98 / 0.42 0.58 0.75 kW 2.73 2.73 2.73 2.73 3.06 3.06 3.06 3.06 3.78 3.78 3.78 3.78 I 3.99 3.99 3.99 TC 25.7 25.9 26.0 26.1 26.6 26.8 26.9 27.0 28.0 28.2 28.3 t3. .5 / 29.9 30.1 30.2 115 SR 0.93 1.00 1.00 1.00 0.66 0.90 1.00 1.00 0.46 0.67 0.89 0 / 0.42 0.64 0.89 kW 3.09 3.09 3.09 3.09 3.15 3.15 3.15 3.15 3.24 3.24 3.24 4 / 3.36 1 3.36 3.36 TC: refer to total capacity S/T: refer to the ratio of sensible heat and total capacity kW refer to total input power 5 Expanded Data 48 AHU+BOVA 60 Indoor Airflow Outdoor IWB(OF) 59(°F) 63(°F) 67(°F) 71(OF) (CFM) DB IDB(OF) 70 75 80 85 70 75 80 85 70 1 75 1 80 85 701 75 80 85 TC 33.7 33 8 34.0 34.2 39.9 40.1 40.3 40.5 45.8 46.1 46.3 46.5 / 53.7 54.0 54.2 65 SIT 0.85 1.00 1.00 1.00 0.57 0.76 0.97 1.00 0.38 0.55 0.73 0.89 / 0.37 0.52 0.67 kW 1.64 1.64 1.64 1.64 1.75 1.75 1.75 1.75 2.08 2.08 2.08 2.08 / 2.46 2.46 2.46 TC 33.7 33.8 34.0 34.2 39.9 40.1 40.3 40.5 45.8 46.1 46.3 46.5 / 53.7 54.0 54.2 75 S/T 0.85 1.00 1.00 1.00 0.57 0.76 0.97 1.00 0.38 0.55 0.73 0.89 / 0.37 0.52 0.67 kW 1.97 1.97 1.97 1.97 2.12 2.12 2.12 2.12 2.57 2.57 2.57 2.57 / 3.01 3.01 3.01 TC 33.7 33.8 34.0 34.2 39.9 40.1 40.3 40.5 45.8 46.1 46.3 46.5 / 53.7 54.0 54.2 85 SIT 0.85 1.00 1.00 1.00 0.57 0.76 0.97 1.00 0.38 0.55 0.73 0.89 / 0.37 0.52 0.67 1360 kW 2.34 2.34 2.34 2.34 2.64 2.64 2.64 2.64 3.09 3.09 3.09 3.09 / 3.72 3.721 3.72 TC 33.7 33.8 34.0 34.2 39.9 40.1 40.3 40.5 45.8 46.1 46.3 46.5 / 53.7 54.0 54.2 95 SIT 0.85 1.00 1.00 1.00 0.57 0.76 0.97 1.00 0.38 0.55 0.73 0.89 / 0.37 0.52 0.67 kW 2.60 2.60 2.60 2.60 3.16 3.16 3.16 3.16 3.72 3.72 1 3.72 3.72 / 4.52 4.52 4.52 TC 33.7 33.8 34.0 34.2 39.9 40.1 40.3 40.5 45.8 46.1 46.3 46.5 / 1 49.8 50.0 50.3 105 SIT 0.85 1.00 1.00 1.00 0.57 0.76 0.97 1.00 0.38 0.55 0.73 0.89 / 0.38 0.53 0.68 kW 3.39 3.39 3.39 3.39 3.79 3.79 3.79 3.79 4.69 4.69 4.69 4.69 / 4.95 4.95 4.95 TC 33.7 33.8 34.0 34.2 34.8 35.0 35.2 35.4 36.7 36.9 37.0 37.2 / 39.2 39.4 39.6 115 SIT 0.85 1.00 1.00 1.00 0.60 0.82 1.00 1.00 0.42 0.62 0.81 0.99 / 0.39 0.58 0.81 kW 3.83 3.83 3.83 3.83 3.91 3.91 3.91 1 3.91 4.02 4.02 1 4.02 4.02 / 4.17 4.17 4.17 TC 34.2 34.4 34.5 34.7 40.5 40.7 40.9 41.1 46.5 46.8 47.0 47.2 / 54.5 54.8 55.0 65 S/T 0.88 1.00 1.00 1.00 0.59 0.79 1.00 1.00 0.40 0.58 0.76 0.93 / 0.39 0.541 0.70 kW 1.65 1.65 1.65 1.65 1.77 1.77 1.77 1.77 2.11 2.11 2.11 2.11 / 2.48 2,481 2.48 TC 34.2 34.4 34.5 34.7 40.5 40.7 40.9 41.1 46.5 46.8 47.0 47.2 / 54.5 54.8 55.0 75 SIT 0.88 1.00 1.00 1.00 0.59 1 0.79 1.00 1.00 0.40 0.58 0.76 0.93 / 0.39 0.54 0.70 kW 1.99 1.99 1.99 1.99 2.14 2.14 2.14 2.14 2.59 2.59 2.59 2.59 / 3.05 3.05 3.05 TC 34.2 34.4 34.5 34.7 40.5 40.7 40.9 41.1 46.5 46.8 47.0 47.2 / 54.5 54.8 55.0 85 SIT 0.88 1.00 1.00 1.00 0.59 0.79 1.00 1.00 0.40 0.58 0.76 0.93 / 0.39 0.54 0.70 1560 kW 2.37 2.37 2.37 2.37 2.67 2.67 2.67 2.67 3.12 3.12 3.12 3.12 / 3.76 3.761 3.76 TC 34.2 34.4 34.5 34.7 40.5 40.7 40.9 41.1 46.5 46.8 47.0 47.2 / 54.5 54.8 55.0 95 SIT 0.88 1.00 1 1.00 1.00 0.59 1 0.79 1.00 1.00 0.40 0.58 0.76 0.93 / 0.39 0.54 0.70 kW 2.63 2.63 2.63 2.63 3.20 3.20 3.20 3.20 3.76 3.76 3.76 3.76 / 4.57 4.57 4.57 TC 34.2 34.4 34.5 34.7 40.5 40.7 40.9 41.1 46.5 46.8 1 47.0 47.2 / 50.5 50.8 51.0 105 SIT 1 0.88 1.00 1.00 1.00 0.59 0.79 1.00 1.00 0.40 0.58 0.76 0.93 / 0.40 0.55 0.71 kW 3.42 3.42 3.42 3.42 3.84 3.84 3.84 3.84 4.74 4.74 4.74 4.74 / 5.00 5.00 5.00 TC 34.2 34.4 34.5 34.7 35.4 35.5 35.7 35.9 37.2 37.4 37.6 37.8 / 39.8 40.0 40.1 115 SIT 0.88 1.00 1.00 1.00 0.62 0.86 1.00 1.00 0.44 0.64 0.84 1.00 / 0A0 0.60 0.85 kW 3.87 3.87 3.87 3.87 3.95 3.95 3.95 3.95 4.06 4.06 4.06 4.06 / 4.21 4 221 4.21 TC 34.7 34.9 35.0 35.2 41.1 41.3 41.5 41.7 47.2 47.5 47.7 47.9 / 55.3 55.6 55.9 65 SIT 0.92 1.00 1.00 1.00 0.62 0.82 1.00 1.00 0.41 0.60 0.79 0.96 / 0.40 0.56 0.73 kW 1.67 1.67 1.67 1.67 1.79 1.79 1.79 1.79 2.13 2.13 2.13 2.13 / 2.51 2.51 2.51 TC 34.7 34.9 35.0 1 35.2 41.1 41.3 41.5 41.7 47.2 47.5 47.7 47.9 / 55.3 55.6 55.9 75 SIT 0.92 1.00 1.00 1.00 0.62 0.82 1.00 1.00 0.41 0.60 0.79 0.96 / 0.40 0.56 0.73 kW 2.01 2.01 2.01 2.01 2.17 2.17 2.17 2.17 2.62 2.62 2.62 2.62 / 3.08 3.08 3.08 TC 34.7 34.9 35.0 35.2 41.1 41.3 41.5 41.7 47.2 1 47.5 47.7 47.9 / 55.3 55.6 55.9 85 SIT 0.92 1.00 1.00 1.00 0.62 0.82 1.00 1.00 0.41 0.60 0.79 0.96 / 0.40 0.561 0.73 1760 kW 2.39 2.39 2.39 2.39 2.70 2.70 2.70 2.70 3.15 3.15 3.15 3.15 / 3.80 3.80 3.80 TC 34.7 34.9 35.0 35.2 41.1 41.3 41.5 41.7 47.2 47.5 47.7 47.9 / 55.3 55.6 55.9 95 SIT 0.92 1.00 1.00 1.00 0.62 0.82 1 1.00 1.00 0.41 0.60 0.79 0.96 / 0.40 0.56 0.73 kW 2.66 2.66 2.66 2.66 3.23 3.23 3.23 3.23 3.80 3.80 3.80 3.80 / 4.62 4.62 4.62 TC 34.7 34.9 35.0 35.2 41.1 41.3 41.5 41.7 47.2 47.5 47.7 47.9 / 51.3 51.5 51.8 105 SIT 0.92 1.00 1.00 1.00 0.62 0.82 1.00 1.00 0.41 0.60 0.79 0.96 / 0.41 0.581 0.74 kW 3.46 3.46 3.46 3.46 3.88 3.88 3.88 3.88 4.79 4.79 4.79 4.79 / 5.05 5.05 5.05 TC 34.7 34.9 35.0 35.2 35.9 36.1 36.3 36.4 37.8 38.0 38.2 38.4 / 40.3 40.5 40.7 115 SIT 0.92 1.00 1.00 1.00 0.651 0.89 1.00 1.00 0.46 0.67 0.88 1.00 / 0.42 0.63 0.88 kW 3.91 3.91 3.91 3.91 3.99 1 3.99 3.99 3.99 4.10 4.10 4.10 4.10 / 4.26 4.26 4.26 TC: refer to total capacity SIT refer to the ratio of sensible heat and total capacity kW refer to total input power 6 Expanded Data 60 AHU+BOVA 60 Indoor Airflow Outdoor IWB(°F) 59('F) 83(°F) 67(°F) 71(°F) (CFM) DB IDB(°F) 70 75 80 85 70 75 80 85 70 1 75 1 80 85 70 75 80 85 TC 40.8 41.0 41.2 41.4 48.4 48.6 48.8 49.1 55.5 55.8 56.1 56.4 / 65.0 65.4 65.7 65 S/T 0.81 1.00 1.00 1.00 0.55 0.73 0.93 1.00 0.36 0.53 0.70 0.85 / 0.36 0.50 0.64 kW 2.22 2.22 2.22 2.22 2.37 2.37 2.37 2.37 2.83 2.83 2.83 2.83 / 3.33 3.33 3.33 TC 40.8 41.0 41.2 41.4 48.4 48.6 48.8 49.1 55.5 55.8 56.1 56.4 / 65.0 65.4 65.7 75 S/T 0.81 1.00 1 1.00 1.00 0.55 0.73 0.93 1.00 0.36 0.53 0.70 0.85 / 0.36 0.50 0.64 kW 2.68 2.68 2.68 2.68 2.88 2.88 2.88 2.88 3.48 3.48 3.48 3.48 / 4.09 4.09 4.09 TC 40.8 41.0 41.2 41 A 48.4 48.6 48.8 49.1 55.5 55.8 56.1 56.4 1 / 1 65.0 65.4 65.7 85 S/T 0.81 1.00 1.00 1.00 0.55 0.73 0.93 1.00 0.36 0.53 0.70 0.85 / 0.36 0.50 0.64 kW 3.18 3.18 3.18 3.18 3.59 3.59 3.59 3.59 4.19 4.19 4.19 4.19 / 5.05 5.05 5.05 1500 TC 40.8 41.0 41.2 41.4 48.4 48.6 48.8 49.1 55.5 55.8 56.1 56.4 / 65.0 65.4 65.7 95 S/T 0.81 1.00 1.00 1.00 1 0.55 10.73 0.93 1.00 0.36 10.53 10.70 0.85 / 0.36 0.50 0.64 kW 3.54 3.54 3.54 3.54 4.29 4.29 4.29 14.29 5.05 15.05 15.05 5.05 / 5.96 5.96 5.96 TC 40.8 41.0 41.2 41.4 48.4 48.6 48.8 49.1 54.4 54.7 55.0 55.3 / 1 57.5 57.8 58.1 105 S/T 0.81 1.00 1.00 1.00 0.55 0.73 0.93 1.00 0.36 0.53 0.70 0.85 / 0.36 0.51 0.66 kW 4.28 4.28 4.28 4.28 5.21 5.21 5.21 5.21 5.86 5.86 5.86 5.86 / 5.98 5.98 5.98 TC 40.8 41.0 40.4 41.4 42.2 42.4 42.6 42.8 44.4 44.7 44.9 45.1 / 46.9 47.1 47.4 115 S/T 0.81 1.00 1.00 1.00 1 0.57 0.79 0.98 1.00 0.40 0.59 0.78 0.95 / 0.37 0.56 0.78 kW 4.98 4.98 4.98 4.98 5.14 5.14 5.14 15.14 5.30 15.30 15.30 5.30 / 5.46 5.46 5.46 TC 41.5 41.7 41.9 42.1 49.1 49A 49.6 49.9 56.4 56.7 57.0 57.3 1 / 1 66.1 66.4 66.8 65 S/T 0.85 1.00 1.00 1.00 0.57 0.76 0.97 1.00 0.38 0.55 0.73 0.89 / 0.37 0.52 0.67 kW 2.24 2.24 2.24 2.24 2.39 2.39 2.39 2.39 2.85 2.85 2.85 2.85 / 3.36 3.36 3.36 TC 41.5 41.7 41.9 42.1 49.1 49.4 49.6 49.9 56.4 56.7 57.0 57.3 / 66.1 66.4 66.8 75 S/T 0.85 1.00 1.00 1.00 1 0.57 10.76 0.97 1.00 0.38 0.55 0.73 0.89 / 0.37 0.52 0.67 kW 2.70 2.70 2.70 2.70 2.90 2.90 2.90 12.90 3.51 3.51 13.51 3.51 / 4.12 4.12 4.12 TC 41.5 41.7 41.9 42.1 49.1 49.4 49.6 49.9 56.4 56.7 57.0 57.3 / 66.1 66.4 66.8 85 S/T 0.85 1.00 1.00 1.00 0.57 0.76 0.97 1.00 0.38 0.55 0.73 0.89 / 0.37 0.52 0.67 1700 kW 3.21 3.21 3.21 3.21 3.61 3.61 3.61 3.61 4.22 4.22 4.22 4.22 / 5.09 5.09 5.09 TC 41.5 41.7 41.9 42.1 49.1 49.4 49.6 49.9 56.4 56.7 57.0 57.3 / 66.1 66.4 66.8 95 S/T 0.85 1.00 1.00 1.00 1 0.57 0.76 0.97 1.00 0.38 0.55 0.73 0.89 / 0.37 0.52 0.67 kW 3.56 3.56 3.56 3.56 4.33 4.33 4.33 14.33 5.09 15.09 15.09 5.09 / 6.01 6.01 6.01 TC 41.5 41.7 41.9 42.1 49.1 49.4 49.6 49.9 55.3 55.6 55.9 56.1 1 / 58.4 58.7 1 59.0 105 S/T 0.85 1.00 1.00 1.00 0.57 0.76 0.97 1.00 0.38 0.55 0.73 0.89 / 0.38 0.53 0.68 kW 4.31 4.31 4.31 4.31 5.25 5.25 5.25 5.25 5.90 5.90 5.90 5.90 / 6.02 6.02 6.02 TC 41.5 41.7 41.0 42.1 42.9 43.1 43.3 43.5 45.1 45.4 45.6 45.8 / 47.6 47.9 48.1 115 S/T 0.85 1.00 1.00 1.00 1 0.60 0.82 1.00 1.00 0.42 0.62 0.81 0.99 / 0.39 0.58 0.81 kW 5.02 5.02 5.02 5.02 5.18 5.18 5.18 15.18 5.34 5.34 15.34 5.34 / 5.50 5.50 5.50 TC 42.1 42.3 42.5 42.7 49.9 50.2 50.4 50.7 57.3 57.6 57.9 58.2 / 67.1 67.5 67.8 65 S/T 0.88 1.00 1.00 1.00 0.59 0.79 1.00 1.00 0.40 0.58 0.76 0.93 / 0.39 0.54 0.70 kW 2.26 2.26 2.26 2.26 2.42 2.42 2A2 2.42 2.88 2.88 2.88 2.88 / 3.39 3.39 3.39 TC 42.1 42.3 42.5 42.7 49.9 50.2 50.4 50.7 57.3 57.6 57.9 58.2 / 67.1 67.5 67.8 75 S/T 0.88 1.00 1.00 1.00 0.59 0.79 1.00 1.00 0.40 0.58 0.76 0.93 / 0.39 0.54 0.70 kW 2.72 2.72 2.72 1 2.72 2.93 12.93 12.93 2.93 3.55 13.55 13.55 3.55 / 4.16 4.16 4.16 TC 42.1 42.3 42.5 42.7 49.9 50.2 50.4 50.7 57.3 57.6 57.9 58.2 / 67.1 67.5 67.8 85 S/T 0.88 1.00 1.00 1.00 0.59 0.79 1.00 1.00 0.40 0.58 0.76 0.93 / 0.39 0.54 0.70 1900 kW 3.24 3.24 3.24 3.24 3.65 3.65 3.65 3.65 4.27 4.27 4.27 4.27 / 5.14 5.14 5.14 TC 42.1 42.3 42.5 42.7 49.9 50.2 50.4 50.7 57.3 57.6 57.9 58.2 / 67.1 67.5 67.8 95 S/T 0.88 1.00 1.00 1.00 0.59 0.79 1.00 1.00 0.40 0.58 0.76 0.93 / 0.39 0.54 0.70 kW 3.60 3.60 3.60 3.60 1 4.37 1 4.37 4.37 4.37 5.14 5.14 15.14 5.14 / 6.07 6.07 6.07 TC 42.1 42.3 42.5 42.7 49.9 50.2 50.4 50.7 56.2 56.5 56.7 57.0 / 59.3 59.6 59.9 105 S/T 0.88 1.00 1.00 1.00 0.59 0.79 1.00 1.00 0A0 0.58 0.76 0.93 / 0.40 0.55 0.71 kW 4.35 4.35 4.35 4.35 5.31 5.31 5.31 5.31 5.96 5.96 5.96 5.96 / 6.08 6.08 6.08 TC 42.1 42.3 41.7 42.7 43.6 43.8 44.0 44.2 45.9 46.1 46.3 46.6 / 48.4 48.6 48.9 115 S/T 0.88 1.00 1.00 1.00 0.62 0.86 1.00 1.00 0.44 0.64 0.84 1.00 / 0.40 0.60 0.85 kW 5.07 5.07 5.07 5.07 5.24 5.24 5.24 5.24 5.40 5.40 5.40 5.40 / 5.56 5.56 5.56 TC: refer to total capacity S/T:refer to the ratio of sensible heat and total capacity kW:refer to total input power 7 Performance Data Outdoor Unit Indoor Unit Cooling Capacity(BTU/h) Heating Capacity SCFMCoils/Air Handlers Total SEER' EER' Hi HSPF' LBOVA36 24 24000 18.5 13.0 24000 9.5 19BOVA36 36 34600 17 5 11 6 33600 9 5 24BOVA 60 48 47000 18.5 12.5 46500 9 5 35BOVA60 60 57000 17 5 11 2 55000 9.5 40 1 Seasonal Energy Efficiency Ratio,Certified per ARI 210/240 2 Energy Efficiency Ratio,Certified per ARI 210/240 3 HSPF=Heating Seasonal Performance Factor,Certified per ARI 210/240 Notes Always check the rating plate for electrical data on the unit being installed. •The above data are for reference only,specific to the AHRI official inquiries shall prevail. 8 Dimensions AIR DISCHARGE:ALLOW 60" MINIMUM CLEARANCE. W L ; o00000000000 �Qoo o " o00000000000 �000�� MEN% Allow a minimum of DDOOQQQQQQQQ �DOO�� Air inlets louvered 12 in.clearance ss on OOOOOO panels allow 20" one side of acce OQQQN minimum clearance panel to a wall and o minimum of 24 in. BEEN DOO� on the adjacent side of access panel. NOTE:APPEARANCE OF UNIT MAY VARY: •9 Dimensions(Inches) "H"in.[mm] "W'in.[mm] "L"in.[mm] :• 24-15/16[633] 29-1/8[740] 29-1/8[740] :• .� 33-3/16[843] 29-1/8[740] 29-1/8[740] NOTES:HP:Heat Pump, SUCTION LINE LENGTH/SIZE VS CAPACITY MULTIPLIER(R410A) Model Size 2 Ton 3 Ton 4 Ton 5 Ton Suction Line Connection Size 3/4"O.D. 3/4"O.D. 7/8"O.D. 7/8"O.D. Suction Line Run-Feet 5/8 Opt. 5/8 Opt. 3/4 Opt. 3/4 Opt. 3/4`Std. 3/4'Std. 7/8'Std. 7/8'Std. Optional 1.00 1.00 1.00 0.99 25' Standard 1.00 1.00 1.00 1.00 O tional 0.98 0.98 0.98 0.97 50' Standard 0.99 0.99 0.99 0.98 100' Optional 0.95 0.95 0.95 0.94 Standard 0.96 0.97 0.97 0.96 NOTES: Standard size Using suction line larger than shown in chart will result in poor oil return and is not recommended. 9 Wiring Diagram (For BOVA 36) U) o ....>..: - � F d OZ 0 � .. W m ...N.. uJ Daf H N O � C J� �IV N V 17 10 C O �Q— W N W L N L = C£ r p CC UUgb W O O a�F= F 3N QZ E 0 LL z LL LL LL 006 Zz o00 I .7 N ry � g 3x�aia i 3 3iaare" � r &•OaoO 31iaa3� ® m _ _ Y ME 03tl YJnB W H O M H $� U O O =O O plCbl V � 0 y a J Q3a W U < a a CD A � Y INN X 3nG Q � 038 $ Y o g a n �0 �p g �p MA rzo _ ; � cD $ 8 �o +g Z 2 o Ada a v w u Wig 9 < as 4 _ 3� v tz E ` o ` tx o o Y = c s Y �i u` g~l���IQ�{�� NREu� 03 LLk�E E Q U1 cci � gg z U 6 U U n z U W u i U LL 0 0oci w Sew a s c<i w x 11 o i 1 3g xsfs 6 $ ! .2 _ i I 8 € E € € y Aa € € a F b f € € fi o M € a a fi g a E fi E E s eR ££ E 8 E o ° € s E o & E n a aEi r r Ec 8 E E E E n E € L' fi Y E S` o E E c fi y E E a s a s 8 g Q6 yys � m 4 E Gfi G G b a n_ G G G G G - G 5 E s e a a g` s fe e s a a a to Y e' x 9 g o a a x s p a a s e y ° g s € SOw K a fr c 8 a a £ g E € a € E a a .8 y H U W U S Fpos - UU i i' zsq8 y J O S� L2L U2 7 L LLU U OW W W x S 2 2 2 aU Ky S < 9 10 Wiring Diagram (For BOVA 60 ) a r� v n o aunu o x 2 s w o > ®u® : o o o > C4 ; h ... 0 0 V i X c a 3n,a 3aoo 3iiaa3d a q Y Q U S NMOMB C-� sO0 3N,a c 3800 311 aa33 ry ....... ...... 9T3 z z a 25 MO cp w a Q ca .-,.' O .� O 8 0 W LL E E g O � oQ ;� a � �a o > Y a Ci�ci�w a 4 ~ p U ,7g .ST'�� Z�tJ'S U E'm LL ~ ~ � µaaZt � 4aUW0S �cui 3 U) Fg I* 1 �� N C7 d V ll Q rn - a (n F r a U w 3 �z 3 0 0 _ R $ H H Q 8 E �i S E E E E E �G t S 6 c c .c c c a 2 _ c c g c c G c y € p a e 2 a s c 6 4n 2w ® a Rif ° i 2 a � s 2gesS4 uwBaB € 6 € y p 66 E �i .gF� g� ngy E �q �i �i �i E ug U- OW w www w _ _ � �� Sa i€� L) c ULL. LL LL w C J LL LL U L 11 t = a' M ' E ■ O1 N 1-4 = N O N o-a � _ E A ood0. W g. En W L 0. c '„ p CC W Ln 1 � � � vim_ F • MM J " v O = o LO CN (� � oo z �o O w E-' � b � � fi �% a, •' or, V �+ cy 00 ? Rr arqz 7o 6 W c � N ua � � a w O _ o orA L� v :J z w c .o ..cS C W �-' o " n O A 9t .a r_, REV �.. � . BUILD MENT PLA MAR 2 8 2025 VIL :'[? ,RY% E OOK DAT _ 938 KING ks `E' 'I(ty�1j )BR/�f� ,NY 1 5 gUILDI DE Application for Permit to Install Fuel Storage Tank (*Storage Tanks in excess of 1,100 gallons require registration with the County of Westchester) FOR OFFICE USE ONLY: PERMIT#: Approval Date: 1 Permit Fee: $ Approval Signature: Law Other: Disapproved: (fees are non-refundable) DO NOT START WORK or CONSTRUCTION UNTIL A PERMIT HAS BEEN ISSUED BY THE BUILDING INSPECTOR.THE ADMINISTRATIVE FEE FOR WORK PROGRESSED OR COMPLETED WITHOUT A PERMIT IS 12% OF THE TOTAL COST OF CONSTRUCTION WITH A MINIMUM FEE OF$750 00 REQUIREMENTS FOR RELEASE OF PERMIT&CERTIFICATE OF COMPLIANCE: 1. Application Completed by Bonded, Licensed Contractor. 2. Your contractor's valid proof of liability insurance. (Village of Rye Brook must be listed as certificate holder) 3. Your contractor's valid proof of workers compensation insurance. (Form#C 105.2 or Form#U26.3 /or NY State Workers Compensation Waiver) 4. Fee per Tank: Installation: $185.00 per Tank. 5. Dig Safely New York#(dial 811): 6. Inspection by Building Department for installation. 7. Submit all Manifests & Reports(if applicable, after work has been completed). 8. Certificate of Compliance will be provided when all requiretnents are fulfilled. Application dated, 3-- ;�)R- D 5 ,is hereby made to the Building Inspector of the Village of Rye Brook for a permit to install a Fuel Tank as herein described.The applicant and property owner,by signing this document agree that the subject fuel tank(s) will be installed in conformance with all applicable Village,County,State&Federal laws,codes,rules and regulations. Indicate Permit Tvpe: Above Ground ()Q • Buried in Ground ( ) 1. Address: 4 Elm Hill Drive, Rye Brook, NY 10573 SBL: zone:,e—/ C�- 2. Property Owner&Address: 2 Elm Hill LLC c/o Barbara Zoldan 4 Elm Hill Drive Rye Brook, NY 10573 Phone#: Cell#: 914-552-0678 email: barbzoldan@gmail.eom 3. Contractor&Address: Halstead Quinn Petroleum Phone#:914-666-3200 ext 109 Cell#: email: jerry@hgpetroleum.com 4. Applicant: Halstead Quinn Petroleum /hat,L Phone#:914-666-3200 ext 109 Cell#: 9/�J�'fl-�OS`/ email: jerry@hgpetroleum.com 5. Indicate Fuel Type: Fuel Oil( )•L.P.Gas jt)•Gasoline( )•Other( ): 6. Number and Capacity of each Tank: 1-120 gallon above ground propane tank 7. Exact Location(s)of each Tank: Left Side of House t 6/1/2024 I i � ivi:v� Yov l�- I STATE OF NEW YORK,COUNTY OF Halstead Quinn Petroleum �R ) as: ,being duly sworn,deposes and states that heishe is the applicant abovc named, "11 rant or individual alphas r th ypliwat) 1 and further states that(s)he is the Tank Installation Contractor for the legal owner and is duly I authorized to make and file this application. That all statements contained heroin are true to the bete 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 contacted in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York Statc Uniform Fire Prevention Je Building Code,the Code or the Village of Rye Brook and all other applicable laws,ordinance and regulations. Swom to before me this t w of Sworn to before me the day r 20 � �� �, .y day or ,20 .J Signature of Property wner - Signature pp) nt 2 Elm Hill LLC c/o Barbara Zoldan Pnnl Name of Property Owner Pr a of Applicant otary Public Notary public-State of New York Notary,pat 1 u No.OICA8445169 jLprf Taddeo AWary Public Sratr of Now York C sttiltied in Now York County No.O1 TA6214953 MV Catttttdealon B(plres Dec.12,20M Ouahfrad in w•stchestar Counry This application must be properly completed in its entirety and must include the orntrilsilon 0 arized Expires December 21,20215- signatures)Of the regal owners)of the subject proF_-M-,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. 6/1/2024 (- .(gH !° JY�fb' ,.� v 0s C) Q o ►itu�../� ,//_ rf-�l' [sue - .�� � ���� �S" ►mac-s��� .. u Z 104<<5' L_�J9p, 10 4- >) • lb 4- U CO 4J U x 1 o 1 W r� 4J ti Fz 08 t'LAN DATE MAR 2 8 2025 vl t BUILDING DEPARTMENT IWYORK Departmentof F OF ORTUNITY Environmental Conservation NYS Department of Environmental Conservation Division of Water 625 Broadway, 4th Floor Albany, New York 12233-3505 MS4 Stormwater Pollution Prevention Plan (SWPPP) Acceptance Form for Construction Activities Seeking Authorization Under SPDES General Permit NOTE: Attach Completed Form to Notice Of Intent and Submit to Address Above I. Project Owner/Operator Information 1. Owner/Operator Name: Alex ZOldan 2. Contact Person: Rick Bohlander 3. Street Address: 120 Bedford Road 4. city/state/zip: Armonk, New York 10504 II. Project Site Information 5. Project/Site Name: 2 Elm Hill Drive Redevelopment 6. Street Address: 2 Elm Hill Drive 7. City/State/zip: Rye Brook, New York 10573 III. Stormwater Pollution Prevention Plan (SWPPP) Review and Acceptance Information 8. SWPPP Reviewed by: James Natarelli, PE Al Engineers, Inc., Dolph Rotfeld Engineering Division 9. Title/Position: Village Consulting Engineer 10. Date Final SWPPP Reviewed and Accepted: 8/21123 IV. Regulated MS4 Information 11. Name of MS4: Village of Rye Brook 12. MS4 SPDES Permit Identification Number: NYR20A 308 13. Contact Person: Michal Nowak 14. Street Address: 938 King Street 15. City/State/Zip: Rye Brook, NY 10573 16. Telephone Number: 914 939 0753 Page I of 2 MS4 SWPPP Acceptance Form - continued V. Certification Statement -MS4 Official (principal executive officer or ranking elected official) or Duly Authorized Representative I hereby certify that the final Stormwater Pollution Prevention Plan (SWPPP) for the construction project identified in question 5 has been reviewed and meets the substantive requirements in the SPDES General Permit For Stormwater Discharges from Municipal Separate Storm Sewer Systems (MS4s). Note: The MS4, through the acceptance of the SWPPP, assumes no responsibility for the accuracy and adequacy of the design included in the SWPPP. In addition, review and acceptance of the SWPPP by the MS4 does not relieve the owner/operator or their SWPPP preparer of responsibility or liability for errors or omissions in the plan. Printed Name: Michal Nowak Title/Position: Supt. of Public Works Signature: � Date: 2023-8-23 VI.Additional Information (NYS DEC- MS4 SWPPP Acceptance Form -January 2015) Page 2 of 2 jib } 1; s r go Aw Sr� I� h ti,•• r L ' L 44 AW w 4 } 1 t iF SFY M .�` (� Z."•' VJ r �sa /nC 1 I #xvf�'Sx :rr��• �� !F �'�a. „� ���fres�.• <a>`°.r ire' �? , 1 ,ty '`"'►tom ,,, Ov ar - "' k, `� I V l - I I stches-ter County D MAY 3 1 2024 DDI George Latimer VILLAGE OF RYE BROOK County Executive BUILDING DEPARTMENT Department of Health Sherlita An-der,MD Commissioner of Health May 24, 2024 Gregory Caccioppoli, P.E. 441 Central Park Ave, Suite 1238 Scarsdale, NY 10583 RE: Log #: 14313-24-RPZ Application for Backflow Prevention Device 2 Elm Hill Drive- Lot 2 Rye Brook (V) Dear Mr. Caccioppoli: The plans and specifications for the above project have been reviewed and approved by this office pursuant to the provisions of Chapter 873, Article VI I, Section 873.707.1 of the Laws of Westchester and Section 5-1.31, Subpart 5-1, of Part 5 of the New York State Sanitary Code. A Certificate of Approval is attached. Form NYSDOH-1013 is to be utilized as a Request for Completed Works Approval. This form can be downloaded from the following link: https:Hhealth.westchestergov.com/images/stories/pdfs/crossconnection doh1013 pdf . NYSDOH- 1013 consists of two parts: (A) the initial test of the device(s) by a certified backflow prevention device tester, and (B) a certification by a Professional Engineer or Registered Architect, licensed and registered in the State of New York that installation is in accordance with the approved plans. The completed NYSDOH-1013 must be sent to our Department within 45 days of installation of the device(s). This form can be emailed to DOH-BFlow@westchestercountyny.gov. Respectfully, b�-4�Pt "4 ,q-- Delroy Taylor, P.E. Assistant Commissioner Bureau of Environmental Quality DT:KM:md cc: Alex Zoldan -2 Elm Hill LLC Michael Izzo, Building Inspector - Rye Brook (V) Mark Lore, Foreman - Veolia Water New York File 001itagi. Department of Health 25 Moore Avenue Mount Kisco,NY 10549 Telephone: (914)813-5000 Fax: (914)813-5003 NEW YORK STATE DEPARTMENT OF HEALTH CERTIFICATE OF APPROVAL FOR BACKFLOW PREVENTION DEVICES This approval is issued under the provisions of 10 NYCRR, Part 5, Section 5-1.31, and Chapter 873, Article VII, Section 873.707.1 of the Laws of Westchester County. Log No. 14313-24-RPZ Facility: 2 Elm Hill — Lot 2 City, Village, Town: County: Rye Brook V WESTCHESTER Owner's Mailing Address: Alex Zoldan 7 Skyline Drive, Suite 220 Hawthorne, NY 10532 Physical Location of Backflow Prevention Device(s): Utility Room Description of Device(s): One 1 - 1"Watts LF009M2QT RPZ lead free device for domestic service Water Supplier: Veolia Water New York Name Designated Representative: Mark Lore Mailing Address: 2525 Palmer Ave, New Rochelle, NY Zip:10801 Conditions of Approval: A. THAT the device(s) shall be installed within 90 days, and that within 45 days of installation the attached New York State Department of Health Form DOH-1013 shall be completed and returned to the water supplier and the Westchester County Department of Health. B. THAT a certified backf low prevention device tester test the above backf low prevention device(s) at least yearly and report the results to the water purveyor indicated above. C. THAT any connection made prior to the backflow prevention device(s) shall render this approval void. D. THAT the proposed works be constructed in conformance with plans and specifications approved this day and any amendments thereto. E. THAT certification that installation of device(s) is in accordance with the approved plans, Form NYSDOH-1013, Part B, must be completed by a Professional Engineer or Registered Architect, licensed and registered in the State of New York. F. THAT the approved device(s) shall be so set that the test cocks are faced for easy access. G. THAT if facility construction has not commenced within 90 days of the issuance of this Certificate of Approval, then this Certificate shall become null and void unless an extension to the 90 day installation period is secured from the Westchester County Department of Health by the facility owner. Designated Representative ISSUED FOR THE STATE COMMISSIONER OF HEALTH BY: /BAJ4J L DATE: May 24, 2024 Delroy Taylor, P.E. Assistant Commissioner Laura Petersen From: Steven Fews Sent: Monday, May 19, 2025 9:07 AM To: Jamie gmail Cc: Alfredo DiVitto; Laura Petersen Subject: RE:4 Elm Hill Drive C.O. Punchlist FIL OPY i Expires: Tuesday, September 16, 2025 12:00 AM Good Morning, the original exterior elevation drawing/plan showed there to be a deck and different door/window location than what was built. We allowed Mr.Zoldan to use the final survey as his site plan for the patio that was built instead of the deck that was originally proposed. However,for the vertical top to bottom elevation view of the back and sides of the rear we need the revised "As it was built" drawing. Let me know if this clarifies. Thank You. Steven E. Fews Building Inspector& Fire Inspector Office (914) 939-0668 From:Jamie gmail<jamie.turitz@gmail.com> Sent: Monday, May 19, 2025 7:36 AM To:Steven Fews<sfews@ rye brookny.gov> Cc:Alfredo DiVitto<adivitto@ryebrookny.gov>; Laura Petersen<LPetersen@ryebrookny.gov> Subject: Re:4 Elm Hill Drive C.O. Punchlist Hi Steve and Team - I hope you all had a nice weekend and enjoyed the beautiful weather! I am hoping that Alex Zoldan and his team are working on these items. For my reference,can you please confirm what you mean by • Updated exterior as build elevation drawing from the Architect. On May 16, 2025, at 3:41 PM, Steven Fews<sfews@ rye brookny.eov>wrote: Good Afternoon Mrs. Goldsmith, ??-fil��jj I am sending this email as a follow up to what we r� l outstanding at the last T.C.O. inspection. Rather than send you the carbon copies of the marked on inspection reports, I will seek to itemize below. i 1 1. Landscaping needs to be completed. Sprinkler system and Sod as advised by the developer. 2. All debris and construction materials removed, including elimination of any tripping hazards. 3. Patio steps secured for permanent use. 4. Siding, trim and exterior treatments completed. 5. buried gas line at area of condensers, put tracer wire in place ant exposed at vertical end of pipe & LP tank. 6. 3ft length by double door wide concrete landing pad outside basement side door. Gravel neatly fitted in rectangle or square pattern 7. fencing, mechanical screening &tree planting complete 8. Updated exterior as build elevation drawing from the Architect. 9. HVAC inspection and thermostats in place and working. 10. All hardware installed and working on windows and doors. 11. VFR sign for manufactured lumber put in place 7ft up side of garage. 12. Silt fencing removed 13. White rope hanging from overhead wires needs to be removed. In regard to the electrical wires running overhead across your driveway that appear to be low,you should contact Con Ed and/or your electrician. Perhaps they were to be bundled up higher with the top group cables. I'm not sure if that is why that rope was left, to pull them up and tied together. Be advised that this is the basic list, but not exhaustive. It is possible that we notice something else that we didn't see when we were out there. Thank You. Steven E. Fews Building Inspector& Fire Inspector Office (914) 939-0668 2 O UW 1,\� 0 Z cr - Q •c •g Z (� v ► LLJ ca o Z I Q J • �-' Co 0 "C31 ^ _L 1 Q W oCy � — a. Cl) LL z cl) � o :z: z x qJ � �� W W M O .LL = yam _ W � el r p �El a oCL LLJ y. pLL c o751 aWWI a I xa W UJ cu oo � � uj Co UJ LQ r e l C � W Q •E 11, � adQ cat� of •a..t C LLJ _ r 0! ' of f a O O 37 `) W Q H � Lu! O 1 ❑ � YQ` o ' ❑ W 1 O ( F 1 Q Q ccu cO� Qa v z U ~` F� 3 Z O i O p A o W z rN o Z o Q � o Z a w ' � 1 , 0 G V Q 1 � O 1 � W c Q O L.L • Z j a. cn w O o = W FE W cc 46 z U- Lu W a m, A w N a ❑ W Z O Z A wm � � a o � � O �, � ❑ t � a w y- .� J • o Z a W aLL ca � o-o � a � ❑ � U C7 �c W • • o Q x � � " Cl) 00 (21, W J =_ Q fn - ❑ Z cS 3 W O w NCO m H o o c/) W > _ W Eo ~ O W > wM O W w W 03% ? o � O o .i o Q a = � W W D C/) W � � O � 2 i O Q m J Q N W W W 'f Q fa U- BR(�k Village of Rye Brook Public Works and Engineering Department 938 KING STREET• RYE BROOK,NY 10573 . 1982 . (914)939-0753 FAx (914)939-0242 INSPECTION REPORT Address: Date: Name : Location: ��/J'O'o Permit#: ��� Phone: Email: Work being Inspected: l�.!1' ~ `/jl// %� ��/ 611/f�✓ ��"� Work Inspected is: Accepted Rejected Re-Inspection Required Violation Noted ! 1' ���i///9/l� 'e- 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: / v��� ri�� Diagram: r) all Signature RECEIVED OCT 14 2022 October 13, 2022 APPROVED 4-0 VILLAGE CLERK'S OFFICE RESOLUTION CONSIDERING SITE PLAN AND STEEP SLOPES PERMIT APPROVAL FOR PROPERTY IDENTIFIED AS LOT 2 ON THE PRELIMINARY SUBDIVISION PLAT PREPARED BY WARD CARPENTER ENGINEERS, INC. DATED MAY 26, 2022 VILLAGE OF RYE BROOK PLANNING BOARD WHEREAS,JMC, PLLC, on behalf of the Applicant Alex Zoldan (the "Applicant', submitted an application for approval of a Site Plan application and Steep Slopes Work Permit for the construction of a single-family residence on property identified as Lot 2 on the Preliminary Subdivision Plat prepared by Ward Carpenter Engineers, Inc. dated May 26, 2022 for 2 Elm Hill Road, located in the R-12 Zoning District (the "Property'; and WHEREAS, the Planning Board is the Approval Authority for this application pursuant to Village Code §§ 209-1.A(2)(a), 209-1.B(4), 209-1.13(5)(a)[3] and 213-7.A; and WHEREAS, the Planning Board reviewed the following plans and application materials: 1. Full Environmental Assessment Form and EAF Mapper Summary Report dated 5/27/22; 2. Application for Site Plan Approval for Lots 1, 2 and 3; 3. Site Plan Submittal Review Checklist for Lots 1, 2 and 3; 4. Exterior Building Permit Application for Lots 1, 2 and 3; 5. Building Permit Checklist & Zoning Analysis for Lots 1, 2 and 3; 6. The following engineering plans generally entitled, "Proposed 3 Lot Subdivision—Lot 2" prepared JMC, PLLC, last revised 9/29/22: a. Sheet C-002, "Cover Sheet," b. Sheet C-100, "Overall Existing Conditions Map & Demolition Plan," C. Sheet C-101, "Overall Site Plan," d. Sheet C-102, "Site Distance Plan," e. Sheet C-103, "Phase 1 Construction Management Plan," f. Sheet C-104, "Phase 2 Construction Management Plan," g. Sheet C-202, "Erosion and Sediment Control Plan—Lot 2," h. Sheet C-302, "Layout Plan—Lot 2," i. Sheet C-400, "Overall Grading and Utilities Plan," j. Sheet C-402, "Grading and Utilities Plan —Lot 2," k. Sheet L-100, "Overall Landscaping Plan," 1. Sheet L-102, "Landscaping Plan—Lot 2," M. Sheet C-900, "Site Details," n. Sheet C-901, "Site Details," 1 October 13, 2022 APPROVED 4-0 o. Sheet C-902, "Site Details," P. Sheet C-903, "Site Details." 7. A Site Survey prepared by Ward Carpenter Engineers, Inc. dated 2/22/22. 8. A Preliminary Subdivision Plat prepared by Ward Carpenter Engineers, Inc. dated 5/26/22; and WHEREAS, the site plan application is a Type II Action pursuant to 6 NYCRR 617.5(c)(12) of the State Environmental Quality Review Act (SEQRA) thereby requiring no further environmental review; and WHEREAS, on October 13, 2022, the Planning Board granted Preliminary and Final Subdivision Plat approval to the Applicant for a three-lot subdivision on the property located at 2 Elm Hill Drive, designated as Section 135.51, Block 1, Lot 1 on the Town of Rye Tax Map for the construction of three, new single-family residences; and WHEREAS, a duly advertised public hearing was opened on the Site Plan and Steep Slopes Work Permit application for Lot 2 on September 8, 2022 and continued to October 13, 2022 at which time all those wishing to be heard on the Application were given such opportunity, and the public hearing was closed on October 13, 2022; 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 for the construction of the single-family home; and WHEREAS, the Planning Board, Village Planning Consultant, and Village staff have reviewed all application materials and made recommendations regarding site distance and construction staging; and WHEREAS,the Planning Board is fully familiar with the application and the property. NOW, THEREFORE, BE IT RESOLVED, that the Village of Rye Brook Planning Board hereby approves the Site Plan and Steep Slopes Work Permit to construct a single-family residence on property identified as Lot 2 on the Preliminary Subdivision Plat prepared by Ward Carpenter Engineers, Inc. dated May 26, 2022 for 2 Elm Hill Road, located in the R-12 Zoning District, subject to the following conditions: 1. The Applicant shall submit a Construction Management Plan to the satisfaction of the Village Building Inspector and Superintendent of Public Works/Village Engineer. At a minimum the Construction Management Plan shall show where the equipment will be stored, worker parking and how deliveries will be handled. 2. Model inputs such as infiltration rates, infiltration system volumes, and system overflow elevations must be submitted to confirm consistency with the proposed plans. 2 October 13, 2022 APPROVED 4-0 3. Percolation tests shall be repeated and witnessed by the Village prior to issuance of a Building Permit. 4. Notes such as "to isolator row" and "to infiltration system" be added next to the appropriate invert elevations in the lawn inlet identifications on the Grading and Utility. 5. The identification of the drainage structure receiving the pool water shall be confirmed. 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. On motion by Ms. Schoen, seconded by Mr. Rettner,Superintendent of Public Works/Village Engineer, called the roll: MR. GRZAN Voting Excused MR. KROM Voting Excused MR. MENDELSOHN Voting Aye MR. RETTNER Voting Aye MS. SCHOEN Voting Aye MR. TARTAGLIA Voting Excused CHAIRMAN GOODMAN Voting Aye 3 D [ (C E � V [E BUILDING DEPAR MENT VIL E OF RY OOK J U N - 7 2022 138KING ET RYE BR Y ,NY 10573 Z VILLAGE OF RYE BROOK rao r BUILDING DEPARTMENT � FOR OFFICE USE ONLY: BOT Approval Date: PB Approval Date: BOT Disapproval Date: PB Disapproval Date: Attach Resolution Hereto: BOT[ ] PB[ ZBA[ 1 Chairman: SITE PLAN FEE:�Nz> DATE PAID: t 2 2 ENVIRONMENTAL FEE: ` ` ` DATE PAID: OTHER: APPLICATION FOR SITE PLAN APPROVAL Submission of this application does not assure placement on any Planning 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 SWIMMING 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.rvebrook.org prior to completing and/or submitting this application. APPLICATION FEE SCHEDULE: Residential Dwellings- $325.00,plus$200.00 per additional dwelling unit. Non-Residential Buildings- $475.00,plus $30.00 per parking space. Planned Unit Development-$600.00,per acre PUD Amendment- $300.00 Site Plan Amendment- $575.00 Wetlands&Watercourse- $1,150.00,permit$250.00 Consultant Review(Escrow)Fee: Minimum fee$250.00-maximum fee$2,500.00 to be determined by the Village Engineer. Application fees are non-re%undable. The applicant's Escrow Account must have a positive balance at all times prior to am,Consultant,Attorney,or Pillage review. Escrow Fees and Site Plan Fees must he paid on separate checks made payable to the Village gf,Rve Brook. *********************************************************************************************************** 1. Site Address: Zen Hw.. M%vf, 4rc,,oY� Parcel ID#:33S•51-I- Zone: P17- 2. Property Owner: mat) ` Address. L� Ott, 0 �V? { /�+ E-Mail: Tel.#: C - Other. 3. Applicant: I m>r 20L_t,AN Address:1-5 `MNt- bo-WE, i111,� F_� NS tOS3ZE-Mail: At[X 10\dan t.ialn:;u Tel.#: G�l�-Z"}3 5Z2 5 Other: 4. Design Professional: JMLI PLu_ — lZtui $o%ic� L I (e to5a Address: « i(�E�f 4 �w.�t-t,; AfLr,wNK. NYE-Mail: J'�.o\n\anjclCyr^C- i1G luM Tel.#: Other: 5. Designate to whom correspondence is to be sent: PtLK 80ALA&MA Note:If applicant is a"Contract Vendee",please attach a copy of the contract summary with financial and confidential terms deleted. I 8/12/2021 Project Address (Attu Y N NA PLAN'REQUIREMENTS "/ 00 4 copies of plans prepared and signed by a registered Land Surveyor,Engineer or Architect. d O O One(1)electronic copy of all submitted plans and surveys. 40 O Topographic Survey stamped by New York State Land Surveyor with license number and seal. Of O O Topographic survey scale of one(1)inch per twenty(20)feet or larger. t� 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. 40 O Name of the proposed subdivision plan. dO O Name and address of the owner of record. 40 O Name and address of the applicant. 40 O Deed reference(s). O 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. �/O O North arrow and scale. O//'O O Location map at the minimum scale of 1"equals 1,000 feet. O O O Area of all lots,in square feet. O O O Engineering notes on plans as stated in application packages. 90 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. 400 Any prior land use approvals with respect to the subject property. 0100 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. WO O Other existing site improvements,including,but not limited to,fences,landscape or retaining walls,landscaping & / screening. EI O O 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. C�O O Fees paid to The Village of Rye Brook Building Department. O O Any revisions to plans shall be identified with a revision cloud and numbered revision triangle Y N NA ABUTTING PROPERTY INFORMATION 40 O The names and addresses of all abutting property owners within 250 ft as indicated in the Municipal records. H O O Zoning and use of abutting properties noted on plans. 0/O O Shape,size,height and location of existing buildings and driveways within one hundred(100)feet of the site. WO O Location and description of existing easements within one hundred(100)feet of the site. WO O Location of existing private or public trails within one hundred(100)feet of the site. 40 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 /7O Location of existing septic system leach fields within two hundred(200)feet of the site. Q 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 8/12/2021 / Project Address Z ��� �a✓� H 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. YN NA PROPOSED SITE PLAN INFORMA TION 9r/O O Sufficient, acceptable information to readily determine the location, bearing, and length of every street line, lot line, and / property boundary line. (/ O O Location of all building setback lines. (J 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. Q( 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. WO O Location and proposed development of all buffer areas,including existing vegetative cover. (�O O Location and description of any zoning district and municipal boundaries including a zoning compliance chart for the / existing and proposed lots. (/ O O Shape,size,height and location of all existing and proposed buildings. (9 O O Location and description of any existing and proposed easements. Q 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. 00 0/ Identification of the location and amount of building area proposed for retail sales or similar commercial activity. t/ O O Location of existing and proposed utilities(water,sewer,gas,electrical,telephone,oil tank etc.). Q�O O Design and location of all existing and proposed wells,septic tanks and leach field systems,or methods of waste water disposal. O O Location,type and size of all existing and proposed landscaping and screening including fences and walls. 00 O Location,size and proposed screening of outdoor storage areas, if any. WO O Location, design and construction material of all existing or proposed site improvements, including drains, culverts, retaining walls,landscape walls and fences. 00 Q( Exterior lighting plan and proposed signs to be located on site,including sign orientation,size,height,and elevation view. J tl O O Storm drainage plan and plans for snow removal and storage. O/O W Pedestrian and automobile circulation plan. C/O O Construction drawings for pavements,walks,steps,curbing,drainage&other structures associated with the proposed use. d 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. WO 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. lY O O Drawing and computation for storm water detention design for a 25-year storm in accordance with the Westchester County -/ Best Management Practices M 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. Q O O Location of any common lands and/or public lands. WO O Phasing or an estimated project construction schedule. 00 O Supporting documents,including deeds,maintenance,condominium agreements,etc. Site Plan Checklist Page 3 of 7 8/12/2021 / Project Address Z A.M M►LL N WA 0/O O 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 0 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. (Y O O 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. OO 6/Cross sections of steep slope areas. 0 /O O Retaining walls or like constructions,with details of construction. O O 0/ 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. O O (1/ Location of fire and other emergency zones,including the location of fire hydrants. O O U/ 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. O O 0 Amount of any bonds required. @(O O Amount of excavated material to be removed from site,if any. YN NA OTHER(as applicable) WO O O Record of application for and approval status of all necessary permits from state and county officials and local utility companies. @(O 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). 400 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/plartningreferrals 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. o 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 8/12/2021 ivf �J Project Address 7i Fy ��►� Di wk ❑ 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/planningdocs/pdfmaps/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/dpwlbldgperm.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/bldgpenn.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/imagesBus%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.htm ❑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/bldgpertn.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.com/planning/maps&lists/drainbasinsI I xI7.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 8/12/2021 Project Address Z Eta t�,w ❑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.dec.ny.gov/chemical/8694.html ❑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&task=view&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/stonnwater ❑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. ❑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. ❑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 8/12/2021 Project Address 7,4L— l%tl NUJk ❑ Landscaping should consist of native plant species appropriate for the location.Invasive plant species should be prohibited. Invasive plant information available at:www.westchestergov.com/planning/environmental/Reports/InvasivePlantsBroch08.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. ❑ PEDESTRIANS. 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 from 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.org/resource/resmgr/publ icationsibicycle_parki ng_guideli nes.pdf ❑ If near a trailway 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. Waiver: Upon finding by the Building Inspector, Village Engineer, Planning Board or Board of Trustees that, due to the particular character or limited nature of development 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 Completion of Checklist I have fully reviewed the Village of Rye Brook's requirements and certify this application to be a complete submission. I 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. 4F N E W Name(Print) �1�1 \r BOy��'Q a 37 Signature LL i w n z Date blail7ZZ �Fp �00532, AA `OAP ro esstonal Seal Site Plan Checklist Page 7 of 7 8/12/2021 Full Environmental Assessment Form JUN - 7 2022 Part 1-Project and Setting VILLAGE OF RYE BROOK Instructions for Completing Part 1 BUILDING DEPARTMENT 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: Proposed 3 Lot Subdivision Project Location(describe,and attach a general location map): 2 Elm Hill Drive,Rye Brook,New York 10573 Brief Description of Proposed Action(include purpose or need): The applicant is proposing to subdivide the existing lot into 3 separate lots,demolish the existing residence on the property and then build 3 houses on each of the new lots,all with associated driveways,landscaping,pool areas,walkways and stormwater mitigation practices. Name of Applicant/Sponsor: Telephone:914-273-5225 Alex Zoldan E-Mail: alexzoldan@yahoo.com Address:7 Skyline Drive,Suite 220 City/PO:Hawthorne State:New York Zip Code:10532 Project Contact(if not same as sponsor;give name and title/role): Telephone: Same as Applicant E-Mail: Address: City/PO: State: Zip Code: Property Owner (if not same as sponsor): Telephone: E-Mail: Address: City/PO: State: Zip Code: Page 1 of 13 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 l es: Identify Agency and Approval(s) Application Date Required (Actual or projected) a.City Counsel,Town Board, ❑Yes❑No or Village Board of Trustees b.City,Town or Village ®Yes❑No Site Plan Approval,Subdivision Approval, Planning Board or Commission Stormwater Permit,Road Work Permit c.City,Town or ❑Yes❑No Village Zoning Board of Appeals d.Other local agencies ®Yes❑No SUEZ Water Approval e.County agencies ❑Yes❑No f.Regional agencies ❑Yes❑No g.State agencies 0Yes0N0 NYSDEC SPDES Permit,SHPO h.Federal agencies ❑Yes❑No i. Coastal Resources. i. Is the project site within a Coastal Area,or the waterfront area of a Designated Inland Waterway? ❑YesONo ii. Is the project site located in a community with an approved Local Waterfront Revitalization Program? ❑Yes®No W. Is the project site within a Coastal Erosion Hazard Area? ❑Yes®No 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 ❑YesONo 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 I 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-12 Residential District 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 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? Portchester Fire Department d.What parks serve the project site? Crawford Park 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)? Residential b.a.Total acreage of the site of the proposed action? 1.596 acres b.Total acreage to be physically disturbed? 1.425 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 1.596 acres c.Is the proposed action an expansion of an existing project or use? ❑Yes®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? ®Yes❑No If Yes, i. Purpose or type of subdivision?(e.g.,residential,industrial,commercial;if mixed,specify types) Residential ii. Is a cluster/conservation layout proposed? ❑Yes Olo iii.Number of lots proposed? 3 iv. Minimum and maximum proposed lot sizes? Minimum 0.529 Maximum 0.536 e.Will the proposed action be constructed in multiple phases? ❑Yes®No i. If No,anticipated period of construction: 6 months ii. If Yes: • Total number of phases anticipated • Anticipated commencement date of phase 1 (including demolition) month year • Anticipated completion date of final phase month year • Generally describe connections or relationships among phases,including any contingencies where progress of one phase may determine timing or duration of future phases: Page 3 of 13 • f.Does the project include new residential uses? OYes❑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 3 g.Does the proposed action include new non-residential construction(including expansions)? ❑YesONo If Yes, i.Total number of structures ii. Dimensions(in feet)of largest proposed structure: height; width; and length iii.Approximate extent of building space to be heated or cooled: square feet h. Does the proposed action include construction or other activities that will result in the impoundment of any OYes❑No liquids,such as creation of a water supply,reservoir,pond,lake,waste lagoon or other storage? If Yes, i. Purpose of the impoundment:Underground Stormwater Detention Systems ii. If a water impoundment,the principal source of the water: LJ Ground water❑Surface water streams®Other specify: Stormwater Runoff 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 vi.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 o (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? U. 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 rime? X. 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? LjYesLjNo 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? feet viii.Will the excavation require blasting? ❑Yes❑No 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 LJYes6dNo 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): 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: id.Will the proposed action cause or result in disturbance to bottom sediments? ❑Yes❑No If Yes,describe: 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 chemical/herbicide treatment will be used,specify product(s): v. Describe any proposed reclamation/mitigation following disturbance: c.Will the proposed action use,or create a new demand for water? ®1 o If Yes: i.Total anticipated water usage/demand per day: 1.320 gallons/day ii. Will the proposed action obtain water from an existing public water supply? ®Yes ON If Yes: • Name of district or service area: SUEZ Westchester • Does the existing public water supply have capacity to serve the proposal? ®Yes[--]No • Is the project site in the existing district? m 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 oqo If Yes: • Describe extensions or capacity expansions proposed to serve this project: • Source(s)of supply for the district: A% 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? ®Yes❑No If Yes: i. Total anticipated liquid waste generation per day: 1,320 gallons/day H.Nature of liquid wastes to be generated(e.g.,sanitary wastewater,industrial;if combination,describe all components and approximate volumes or proportions of each): Sanitary Wastewater iii. Will the proposed action use any existing public wastewater treatment facilities? ®Yes❑No If Yes: • Name of wastewater treatment plant to be used: Blind Brook Wastewater Treatment Plant • Name of district: Blind Brook • 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®N10 Page 5 of 13 • Do existing sewer lines serve the project site? OYes❑No • Will a line extension within an existing district be necessary to serve the project? 0Yes0No 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 OYes❑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? Square feet or 0.432 acres(impervious surface) Square feet or 1.596 acres(parcel size) ii. Describe types of new point sources. Roof Drain Leaders,Pool Overflow Outlets,Stormwater Mitigation System Outlets 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 Stormwater Management Facilities • If to surface waters,identify receiving water bodies or wetlands: • Will stormwater runoff flow to adjacent properties? ❑Yes0 No iv. Does the proposed plan minimize impervious surfaces,use pervious materials or collect and re-use stormwater? ®Yes❑No f. Does the proposed action include,or will it use on-site,one or more sources of air emissions,including fuel ❑YesONo 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) ii. Stationary sources during construction(e.g.,power generation,structural heating,batch plant,crushers) iii. Stationary sources during operations(e.g.,process emissions,large boilers,electric generation) g.Will any air emission sources named in D.2.f(above),require a NY State Air Registration,Air Facility Permit, ❑YesmNo 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❑'.�Io 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(CO2) • Tons/year(short tons)of Nitrous Oxide(N20) • 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, E1Yes0No 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 U. 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? DYYes❑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 Ni 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: 8AM-6PM OR DUSK • Monday-Friday: N/A • Saturday: 9AM-4PM • Saturday: N/A • Sunday: NONE • Sunday: N/A • Holidays: NONE • Holidays: N/A Page 7 of 13 in.Will the proposed action produce noise that will exceed existing ambient noise levels during construction, O Yes❑No operation,or both? If yes: _ i. Provide details including sources,time of day and duration: Construction Equipment during Village designated times only. ii. Will the proposed action remove existing natural barriers that could act as a noise barrier or screen? m Yes❑No Describe:Trees will be removed to accommodate the proposed construction n.Will the proposed action have outdoor lighting? OYes❑No If yes: i. Describe source(s),location(s),height of fixture(s),direction/aim,and proximity to nearest occupied structures: Standard residential lighting per all Village requirements and standards ii. Will proposed action remove existing natural barriers that could act as a light barrier or screen? OYes❑No Describe:Trees will be removed to accommodate the proposed construction o. Does the proposed action have the potential to produce odors for more than one hour per day? ❑Yes ONO 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 ONO or chemical products 185 gallons in above ground storage or any amount in underground storage? If Yes: i. Product(s)to be stored ii.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, ❑Yes 0 No insecticides)during construction or operation? If Yes: i. Describe proposed treatment(s): ii.Will the proposed action use Integrated Pest Management Practices? ❑ Yes []No r.Will the proposed action(commercial or industrial projects only)involve or require the management or disposal ❑ 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: tons per (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: • Operation: iii. Proposed disposal methods/facilities for solid waste generated on-site: • Construction: • 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.I.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 0 Residential(suburban) ❑ Rural(non-farm) ❑ Forest ❑ Agriculture ❑ Aquatic 0 Other(specify):Crawford Park ii. If mix of uses,generally describe: 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 surfaces 0.31 0.43 +.12 • Forested 0.19 0.09 -0.10 • Meadows,grasslands or brushlands(non- 1.07 1.05 -0.02 agricultural,including abandoned agricultural) • Agricultural 0.00 0.00 - (includes active orchards,field,greenhouse etc.) • Surface water features (lakes,ponds,streams,rivers,etc.) 0.00 0.00 - • Wetlands(freshwater or tidal) 0.00 0.00 - • Non-vegetated(bare rock,earth or fill) 0.00 0.00 - • Other Describe: Page 9 of 13 c.Is the project site presently used by members of the community for public recreation? ❑Yes❑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: Listen-Think-Speech Therapy,Southern Westchester BOCES,Rye Brook Counseling&Rehab Therapy.Park Avenue School,Tater Tots Daycare, The Volunteer Health Program,Congregation Kneses Tifereth e.Does the project site contain an existing dam? ❑l'es®No If Yes: L Dimensions of the dam and impoundment: • Dam height: feet • Dam length: feet • Surface area: acres • Volume impounded: gallons OR acre-feet ii. Dam's existing hazard classification: W. Provide date and summarize results of last inspection: f.Has the project site ever been used as a municipal,commercial or industrial solid waste management facility, ❑Yes®No or does the project site adjoin property which is now,or was at one time,used as a solid waste management facility? If Yes: L Has the facility been formally closed? ❑Yes❑ No • If yes,cite sources/documentation: ii. 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: L 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: iii. Is the project within 2000 feet of any site in the NYSDEC Environmental Site Remediation database? ❑YeZNo 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? >6.5 feet b.Are there bedrock outcroppings on the project site? ❑Yes®No If Yes,what proportion of the site is comprised of bedrock outcroppings? % c.Predominant soil type(s)present on project site: UhB(D) 74% CrC(B) 7% ChC(B) 19 % d.What is the average depth to the water table on the project site? Average: >6.5 feet e.Drainage status of project site soils:[] Well Drained: 26%of site ❑ Moderately Well Drained: 74%of site ❑ Poorly Drained 0%of site f.Approximate proportion of proposed action site with slopes: ❑ 0-10%: 73 %of site ❑ 10-15%: 12 %of site ❑ 15%or greater: 15 %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 Classification • Lakes or Ponds: Name Classification • Wetlands: Name Approximate Size • 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 OIo waterbodies? If yes,name of impaired water body/bodies and basis for listing as impaired: i.Is the project site in a designated Floodway? ❑Yes f]No j.Is the project site in the I00-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 in. Identify the predominant wildlife species that occupy or use the project site: Typical Suburban Wildlife Species n.Does the project site contain a designated significant natural community? 0Yes010 If Yes: i. Describe the habitat/community(composition,function,and basis for designation): ii. Source(s)of description or evaluation: iii.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[Z]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): p. Does the project site contain any species of plant or animal that is listed by NYS as rare,or as a species of 0Yes0No 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? ❑Yes❑No If yes,give a brief description of how the proposed action may affect that use: E3. 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? ii. 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 H.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: M i. CEA name: ii.Basis for designation: iii. Designating agency and date: 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 ®Historic Building or District ii.Name:Eligible property:Crawford Park Community Center/Shanarock Farm/Everett and Edna Crawford House 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): ii. Basis for identification: h.Is the project site within fives miles of any officially designated and publicly accessible federal,state,or local ❑Yes®No scenic or aesthetic resource? If Yes: L Identify resource: ii.Nature of,or basis for,designation(e.g.,established highway overlook,state or local park,state historic trail or scenic byway, etc.): iii. 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 est of my knowledge. Applicant/Sponsor Name JMC,PLLC- k Boh der PE Date 05/27/2022 Signature Title Engineer PRINT FORM Page 13 of 13 EAF Mapper Summary Report Saturday, May 28, 2022 12:13 PM Disclaimer: The EAF Mapper is a screening tool intended to assist - j `135.51-1-35— project sponsors and reviewing agencies in preparing an environmental 135.51-1 assessment form EAF Not all questions asked in the EAF are I'5.50-1-48 135.51-1-23 (EAF). 135.51-1-22 f answered by the EAF Mapper.Additional information on any EAF F f 135 51-1-36 question can be obtained by consulting the EAF Workbooks. Although 1. ti �4_ the EAF Mapper provides the most up-to-dale digital data available to f135.51-1-61.'5 .111-1 _ DEC,you may also need to contact local or other data sources in order ` �135.51-1-43 to obtain data not provided by the Mapper.Digital data is not a 1 35.51-1-37 substitute for agency determinations. C 1 -J 11 , r135 51-1-38 135.51-1-42 Ottawa Montrarl J 1 .5.51-1-2 f t H roo a 0 A1am J ` �135.51-1-39r' r` ~`- 135.51-1-41 Tomato _ Y+f alo c R od-4sta Detrolt Boston 135.59-1-24 — Cleveland -,Providence - Y. Yak 135.58-1-23 cad mt�,a Pittxburgh Philadelphia al USGS, trtemi ap,INCREMEP�p HRCan.Esn Japan �311 MEn,Esn China (Hong Konj;Esn tME11T� I1R ,Esn Japan.Fa Ell,Esn China tHony Kona;Esn mirl Korea,Esri(rhailancli,f.1S1C 10!110peiStreetFAap contributors. andthe GIS User Comm unity ddnOpenStreetlAap contnbtWagjyjl ie GIS l-IserCommunety B.i.j [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] No E.2.h.ii [Surface Water Features] No E.2.h.iii [Surface Water Features] No E.2.h.v[Impaired Water Bodies] No E.2.i. [Floodway] No E.2.]. [100 Year Floodplain] No E.2.k. [500 Year Floodplain] No E.2.1. [Aquifers] No E.2.n. [Natural Communities] No E.2.o. [Endangered or Threatened Species] No E.2.p. [Rare Plants or Animals] No E.3.a. [Agricultural District] No Full Environmental Assessment Form - EAF Mapper Summary Report ,E.3.c,' [National Natural Landmark] No E.3.d [Critical Environmental Area] No E.3.e. [National or State Register of Historic Yes- Digital mapping data for archaeological site boundaries are not Places or State Eligible Sites] available. Refer to EAF Workbook. E.3.e.ii [National or State Register of Historic Eligible property:Crawford Park Community Center/Shanarock Farm/Everett Places or State Eligible Sites-Name] and Edna Crawford House E.3.f. [Archeological Sites] No E.3.i. [Designated River Corridor] No Full Environmental Assessment Form - EAF Mapper Summary Report 2 go EERING & PU�rL�c`WURKS DEPARTMENT VILI ;k6i OF RY�$ROOK' ..,938 KING$ FT RYF,BROOK,NY 10573 "( 142- _ wow r� I-ore , � ,� . STEEP SLOPE WORK PERMIT APPLICATION PERMIT#: FOR OFFICE USE ONLY: Permit Fee:$ Approval Authority: Planning Board Approval Date: Superintendent of Public Works Approval Date: Disapproved Date: CEMENT SUBMITTALS: 1. Properly completed&signed application. 2. Steep Slope Work Permit fee S2501.00 #««««#«##«««w##«w##««««« WOCk P*eC1Til*«w«#w««#««w*«#w«*a#+ Application dated, is hereby made for a Steep Slope b 30\�ZZ Sl_ `-1 Zone: �Vw SBL: 135• tu5}3 1. Address: lEW' Address: ►^\}.� �'�` �� � �� ,BAN -�o�;� nc,� 2. Property Owner: —� A email: fo�`��^G^ Phone#: �101'���~ uK� Cell#: J /JP, Ar kOSY- Address: '✓wvp 3. Applicant: email: Q�GXr�an�'lu1nJ0.tom+ Phone#: ��y— �OZ— Cell#: Address: 4. Contractor: Cell#: email: Phone#: T 5. Full Description of Proposed Work: C(�r'Sr 'L�oN �F r WA- 1336l sF 6. Steep Slope Disturbance: Square Feet Disturbed Isolated Steep Slopes under 400 Square Feet: (a)MODERATELY STEEP SLOPE ° �� 0 Square Feet Disturbed A slope equal to or greater than 15%but less than 25%: O'� /O (b)VERY STEEP SLOPE O Zy o Square Feet Disturbed A slope equal to or greater than 25%but less than 35%: (c)EXTREMELY STEEP SLOPE o % z _Square Feet Disturbed A slope equal to or greater than 35/o: 7. Conditions for Permit: IF PERMIT IS GRANTED,I AGREE TO COMPLY WITH ALL RULES AND REGULATIONS SET FORTH BY THE FEDERAL, STATE,COUNTY,LOCAL LAWS,SPECIAL ORDINANCES,GENERAL ORDINANCES .ig ture o r 9/12/2021 Site Planning Environmental Studies Civil Engineering Entitlements Landscape Architecture Construction Services Land Surveying 3D Visualization Transportation Engineering Laser Scanning September 29, 2022 Michal Nowak, Superintendent of Public Works SEP 2 9 2022 Rye Brook Village Hall 938 King Street Rye Brook, New York 10573 RE: JMC Project 22029 Proposed 3 Lot Subdivision 2 Elm Hill Drive Village of Rye Brook, New York Response to Comments/Concerns Expressed in a Memorandum from Hardesty& Hanover. dated September 2 2022 and from Dolph Rot feld Engineering, dated September S. 2022: Dear Mr. Nowak, This letter has been prepared to address comments and concerns expressed in a Memorandum from Hardesty & Hanover, dated September 2, 2022 and from Dolph Rotfeld Engineering, dated September 8, 2022. To assist in your review of the revised documents, we are pleased to provide the following, which briefly restates the comments from the above referenced correspondence, followed by our responses: 1. Hardesty& Hanover Memorandum dated September 2, 2022 Comment No. I SEQRA. The Proposed Action is an Unlisted action with regard to SEQR. Response No. I Noted. Comment No. 2 Subdivision. In accordance with Section 219-26.A(4) of the Subdivision Law, a recreation fee maybe required for the proposed lots. JMC Planning Engineering Landscape Architecture & Land Surveying, PLLC I JMC Site Development Consultants, LLC 120 BEDFORD ROAD I ARMONK, NY 10504 1914.273.5225 1 MAIL@1MCPLLC.COM I JMCPLLC.COM Response No. 2 The applicant is prepared to pay the recreation fee upon receipt. Comment No. 3.a. (Lot I Site Plan.) Steep Slopes Permit The construction of the single-family home will result in disturbance to the existing steep slopes on the property. The site plans should be revised to identify and quantify the area of the steep slope's disturbance. Approval of a steep slopes work permit will require compliance of all grading and filling with the requirements of Chapter 213 of the Village Code. Response No. 3.a. Drawing C-100 titled "Overall Existing Conditions Map & Demolition Plan", has been updated to include the steep slope areas to be disturbed along with the square footage of each steep slope category to be disturbed. Comment No. 3.b. (Lot I Site Plan.) Construction Staging. The Applicant should provide a construction management plan that includes, but is not limited, to where equipment will be stored, worker parking and how deliveries will be handled. Response No. 3.b. As mentioned at the last Planning Board meeting, the site work will be split into two phases as shown on the newly added drawings C-102 & C-103 titled "Phase I Construction Management Plan" & "Phase 2 Construction Management Plan", respectively. Each drawing depicts where equipment will be stored, where workers vehicles will be parked and show the vehicle path and temporary drop off area for materials. Comment No. 4.a. (Lot 2 Site Plan.) Steep Slopes Permit The construction of the single-family home will result in disturbance to the existing steep slopes on the property. The site plans should be revised to identify and quantify the area of the steep slope's disturbance. Approval of a steep slopes work permit will require compliance of all grading and filling with the requirements of Chapter 213 of the Village Code. Response No. 4.a. Drawing C-100 titled "Overall Existing Conditions Map & Demolition Plan", has been updated to include the steep slope areas to be disturbed along with the square footage of each steep slope category to be disturbed. Comment No. 4.b. (Lot I Site Plan.) Sight Distance Analysis. The Lot 2 access drive is to Elm Hill Drive, east of the Old Oak Road intersection. A Stopping Sight Distance (SSD) analysis was provided in both directions. The SSD requirements noted on the 2 plan are for level approach grades at 30 miles per hour; however, this section of Elm Hill Drive is a steep grade downhill from west to east The requirements should be adjusted for the approach grades. The SSD measurements should also be adjusted to be measured along the center of the approach lanes, not the center of the roadway as shown on the plans. A speed study should also be provided to determine the 85th percentile speeds. For westbound traffic (looking to the right), the SSD is to the T-type intersection with Betsy Brown Road. The plan indicates that the SSD available is 200 feet; however, the sight line provided on the plan measures only 175 feet For eastbound traffic (looking to the left), the SSD sight line should be illustrated from the approaching vehicle in the center of the approach lane to a point in the approach lane in front of the proposed driveway. The plan illustrates the SSD sight line from the center of the roadway to a point 14.5 feet back from the edge of pavement (which is how Intersection Sight Distance (ISD) is measured). This sight line should travel within the roadway right-of-way and not cross over adjacent private properties. The Applicant should illustrate the revised SSD analysis appropriately for the 85th percentile speed and provide the roadway profile to confirm there are no vertical obstructions to the SSD sight line. The profiles will also confirm the approach grades needed to calculate the appropriate required SSD. The approaching vehicle eye height should be at 3.5 feet and the object at the proposed driveway height should be 2.0 feet on the profiles. If sufficient SSD cannot be provided for this lot at this location, the Applicant should consider moving the driveway to Betsy Brown Road, which would have better sight lines, is a level roadway and is a dead-end road with less traffic. Response No. 4.b. A travel speed survey was conducted with radar on 9/12/2022 of vehicles traveling along Elm Hill Drive in both directions as well in the southbound direction along Betsy Brown Road approaching Elm Hill Drive. As indicated in Tables S-I, the 85`h percentile speed was 20 mph for vehicles traveling along southbound Betsy Brown Road. As indicated in Tables S-2 and S-3, the 85`h percentile speed was 21 mph for vehicles traveling along westbound Elm Hill Drive and 24 mph for vehicles traveling along eastbound Elm Hill Drive. The posted speed limit along Betsy Brown Road and Elm Hill Drive is 30 mph. Using the design speeds mentioned above, the desired stopping sight distances were calculated based on methodologies from American Association of State Highway and Transportation Official's (AASHTO) "A Policy on Geometric Design of Highways and Streets", latest edition. The stopping sight distance calculations have accounted for the existing roadway grades along Betsy Brown Road and Elm Hill Drive. At the Lot I site driveway approach onto Betsy Brown Road, the desirable stopping sight distance for vehicles exiting (looking left) is 110 feet. Betsy Brown Road ends approximately 50 feet south of the site driveway for Lot 1. At the Lot 2 and 3 site driveway approaches onto Elm Hill Drive, the desirable stopping sight distance for vehicles turning left (looking right) is 110 feet. The desirable stopping sight distance for vehicles turning right (looking left) is 155 feet. 3 Drawing C-102 depicts the desirable stopping sight distances measured along the center of the travel lanes as well as the driver's sight lines for the studied sight distance locations. Profile views have also been provided along the vehicle sight lines. The existing vegetation west of the Lot 3 site driveway has been indicated to be removed within the right-of-way. With the removal of the existing vegetation along Betsy Brown Road the desired stopping sight distances are satisfied for all site driveways. Comment No. 4.c(Lot 2 Site Plan.) Construction Staging. The Applicant should provide a construction management plan that includes, but is not limited, to where equipment will be stored, worker parking and how deliveries will be handled. Response No. 4.c. As mentioned at the last Planning Board meeting, the site work will be split into two phases as shown on the newly added drawings C-102 & C-103 titled "Phase I Construction Management Plan" & "Phase 2 Construction Management Plan", respectively. Each drawing depicts where equipment will be stored, where workers vehicles will be parked and show the vehicle path and temporary drop off area for materials. Comment No. 5.o. (Lot 3 Site Plan.) Sight Distance Analysis. The Lot 3 access drive is to Elm Hill Drive, west of the Old Oak Road intersection. An SSD analysis was provided in both directions. The requirements noted on the plan are for level approach grades at 30 miles per hour, however, this section of Elm Hill Drive is a downhill grade from west to east. The requirements should be adjusted for the approach grades. The SSD measurements should be measured along the center of the approach lanes, not the center of the roadway as shown on the plans. A speed study should be provided to determine the 85th percentile speeds. For both westbound traffic (looking to the right) and eastbound traffic (looking to the left), the SSD sight line should be illustrated from the approaching vehicle in the center of the approach lane to a point in the approach lane in front of the proposed driveway. The plan illustrates the SSD sight line from the center of the roadway. Response No. 5.a. See comment response 4.b above. Comment No. 5.c. (Lot 3 Site Plan.) Construction Staging. The Applicant should provide a construction management plan that includes, but is not limited, to where equipment will be stored, worker parking and how deliveries will be handled. Response No. 5.c. As mentioned at the last Planning Board meeting, the site work will be split into two phases as shown on the newly added drawings C-102 & C-103 titled "Phase I Construction Management 4 Plan" & "Phase 2 Construction Management Plan", respectively. Each drawing depicts where equipment will be stored, where workers vehicles will be parked and show the vehicle path and temporary drop off area for materials. 2. Dolph Rotfeld Engineering Memorandum dated September 8. 2022 Subdivision Comments: Comment No. I All proposed easements must be shown on the preliminary plat including the utility easement for Lot I. Per Village code, a preliminary plot must be submitted. The plat must include any proposed easements shown on the submitted site plans. Response No. An updated Subdivision Plat showing all proposed easements has been included with this submission. Site Plan Comments Applicable to All Three (3) Lots' Plan Sets: Comment No. I A stormwater management report must be submitted for review. The report must detail the sizing of the proposed stormwater management practices. If the total proposed site disturbance is greater than one (1) acre and if the proposed impervious area will occupy greater than 25% of the site at build-out then a Stormwater Pollution Prevention Plan (SWPPP) with post-construction stormwater management practices must be submitted for review. The SWPPP must demonstrate compliance with the requirements of the NYSDEC Stormwater Design Manual. The proposed stormwater management design does not comply with the Village's requirement of total volume retention for the design storm (25-year event). Response No. I Because the total proposed site disturbance is greater than one (1) acre and the proposed impervious area will occupy greater than 25% of the site at build-out, an updated Stormwater Pollution Prevention Plan (SWPPP) with post-construction stormwater management practices in compliance with the requirements of the NYSDEC Stormwater Design Manual has been in included with this submission. Manufacturer sheets for each infiltration system have been added to Appendix E in the Stormwater Pollution Prevention Plan. These sheets highlight the total water quality storage volume provided by each system compared to the total runoff volume (during the 25-year storm event, which is equal to 6.4 inches of water) from all impervious areas on each lot. The total storage volume 5 provided by each system is greater than the volume of stormwater runoff during the 25-year storm event. Comment No. 2 Percolation test logs and deep hole test results must be submitted. Percolation test logs and deep hole test results have been provided on the "Drainage Area Maps"within the submitted Stormwater Pollution Prevention Plan. This comment has been resolved. Response No. 2 Resolved. Comment No. 3 It is recommended that the proposed landscaping plan avoid the planting of trees on or near utility services. Tree canopies should be considered as an indicator of root systems when considering the buffers around utility piping. The deep excavations required to install the sewer laterals for Lots I and 3 (and structures CO C-I and CO C-2) are likely to adversely affect the root systems of several mature trees which are proposed to remain but might need to be removed as a result of the proposed work. Additionally, it is recommended that greater separation be provided between the Lot 2 infiltration systems and adjacent proposed trees. It is also recommended that greater consideration be given to the separation between proposed plantings and the sewer lateral for Lot 3. Response No. 3 All proposed landscaping has been relocated to show the canopies outside of the proposed underground utility service areas. The landscaping around the Lot 2 infiltration systems has been updated along with the landscaping around the Lot 3 sanitary sewer service to maintain and adequate buffer between the two. The landscaping along the western property lines of both Lots I and 3 has also been bolstered to provide additional screening. Comment No. 4 It is unclear what the "Overflow Weir Invert"column on the Schedule of Inverts chart is intended to signify as it is indicated in the response memo that the stormwater systems are designed as a "bubbler"systems. If the systems include internal weirs and overflow routing, then additional details must be provided as appropriate. The proposed stormwater mitigation design is under review. 6 Response No. 4 This overflow elevation has been clarified by adding a pipe that connects straight into the infiltration system itself, not the isolator row. The pipe going straight into the isolator row will remain and this pipe will terminate at the same invert as the bottom of the system, taking the "first flush" of stormwater containing any debris and contaminants that will then be kept in the isolator row by the geotextile fabric and out of the infiltration system. The added pipe that will connect directly into the infiltration portion of the stormwater system will be set 18" higher in the lawn inlet directly upstream of the stormwater system and the lawn inlet will then act as a bypass, directing runoff into the isolator row until stormwater reaches a level where it will then be conveyed into the infiltration system. The only on-site stormwater infiltration system that is not designed this way is the 3-unit system designated as "213" that will only be accepting roof runoff that will not need this pretreatment as the gutter system will act as the pretreatment into this system and the contaminants that may be found on the asphalt from cars will not be encountered in this situation. It should be noted that the only system that will overtop, or act as bubbler, is the system designated as "2A" and this will only occur during the 100-year storm event. This overflow will then be conveyed by a grass swale through various plantings towards Betsy Brown Road, as it was under existing conditions. Comment No. S Plans must indicate methods of pool draining and filtration. All connections to water, drainage, and sanitary sewer utilities (as appropriate) must be shown on the plans. It is noted that the method of proposed pool draining and draw down is by means of each lot's stormwater infiltration system. There must be no chlorine residual in the pool water prior to discharge to the stormwater infiltration systems. The anticipated method of pool filtration must also be provided. Response No. 5 Note #10 has been added to the grading and utilities plans for each lot's set of site plans that states the following: "POOL WATER SHALL BE DECHLORINATED PRIOR TO DRAWDOWN AND SHALL BE DRAINED TO PROPOSED DRAINAGE STRUCTURE DI-5. THIS SHALL BE PERFORMED WHEN THERE IS NO RAIN IN THE 48-HOUR FORECAST AND WHEN THE WATER IS FREE OF CHLORINE (10 DAYS OF NO CHLORINE PRIOR TO DISCHARGE." Detail #25 has been added to drawing C-903 detailing which type of filter will be used for each lot's pool. Comment No. 6 Detail for trench restoration in the Village right-of-way must be provided. Village code requirements for street and sidewalk restoration have been added to each proposed lot's plan set. This comment has been resolved. 7 Response. No. 6 Resolved. Comment No. 7 Sanitary sewer service connections to main must be made with a "Wye"type fittings. Details must be provided. Details have been provided on each proposed lot's plan set indicating that sewer service connections will be made with "wye"type fittings. This comment has been resolved. Response No. 7 Resolved. Comment No. 8 Maximum driveway slopes must be indicated on the Grading Plans. Maximum driveway slopes have been added to each proposed lot's plan set This comment has been resolved. Response No. 8 Resolved. Comment No. 9 It must be clarified what is meant on the Erosion and Sediment Control Plans by "Proposed Underground Stormwater Management System"as the locations, quantities, and sizes of these areas are not consistent with the proposed permanent infiltration systems shown on the Grading and Utility Plans. Each proposed lot's Erosion Control Plan has been updated to indicate the protection of each stormwater infiltration system during construction, consistent with their proposed locations on the corresponding Grading and Utility Plans. This comment has been resolved. Response No. 9 Resolved. Comment No. 10 Sanitary sewer lateral profiles'horizontal and vertical scales must be confirmed on each lot's plan set 8 Response No. 10 The sanitary sewer lateral profiles' horizontal and vertical scales have been confirmed on each lot's plan set. Lot 1 Site Plan Comments: Comment No. I A sanitary sewer profile appears to have been provided for Lot 3. A profile for Lot is sewer lateral must be submitted with this plan set. A profile for Lot Vs sewer lateral has been provided. This comment has been resolved. Response No. I Resolved. Comment No. 2 The "GAR. HI"and "GAR. LOW"elevations must be confirmed as it appears that a two (2) foot difference is proposed in the slope of the garage floor. The plans have been revised to only indicate the proposed garage elevations at their entrances. This comment has been resolved. Response No. 2 Resolved. Lot 2 Site Plan Comments: Comment No. I The label (and rim and invert elevation information) for the lawn inlet "LI B-2"appears to have been cut off f in the viewport on the Grading and Utilities Plan. All structure labels must be shown on the plan. The plans have been revised to clearly show the label for lawn inlet "LI B-27. This comment has been resolved. Response No. I Resolved. 9 Lot 3 Site Plan Comments: Comment No. I A sanitary sewer profile appears to have been provided for Lot I. A profile for Lot 3's sewer lateral must be submitted with this plan set A profile for Lot 3's sewer lateral has been provided. This comment has been resolved. Response No. I Resolved. General Comments: Comment No. I Pool plumbing design review is by the Village Building Department Upon receipt of amended plans addressing these comments, this office is prepared to continue its review. Response No. I JMC will await further comments from the Village Building Department and will address all comments expeditiously. We trust that the above, along with the enclosed documents and drawings, satisfy your comments and concerns. We look forward to your continued review throughout the approval process. Should you have any questions or require additional information regarding the information provided above, please do not hesitate to contact our office at 914-273-5225. Sincerely, JMC Plan ning_.Engineering Landscape Architecture & Land Surveying, PLLC Ric ofiander, PE Project Manager p:\2022\22029\adminVtcomment-response Itr 09-29-2022.docx 10 Site Planning Environmental Studies Civil Engineering Entitlements Landscape Architecture Construction Services Land Surveying 3D Visualization Transportation Engineering Laser Scanning rR [ IENIEAugust 25, 2022 2 6 2022 Michal Nowak, Superintendent of Public Works LLAGE 5T RYE BROOK Rye Brook Village Hall BUILDINGDEPARTMENT 938 King Street Rye Brook, New York 10573 RE: JMC Project 22029 Proposed 3 Lot Subdivision 2 Elm Hill Drive Village of Rye Brook, New York Response to Comments/Concerns Expressed in a Memorandum from Hardesty & Hanover, dated July 11 2022 and from Dolph Rotfeld Engineering, dated July 14, 2022: Dear Mr. Nowak, This letter has been prepared to address comments and concerns expressed in a Memorandum from Hardesty & Hanover, dated July 11, 2022 and from Dolph Rotfeld Engineering, dated July 14, 2022. To assist in your review of the revised documents, we are pleased to provide the following, which briefly restates the comments from the above referenced correspondence, followed by our responses: 1. Hardesty & Hanover Memorandum dated July 11. 2022 Comment No. I SEQRA. The Proposed Action is an Unlisted action with regard to SEQR. Response No. I Noted. Lot I Site Plan JMC:Planning Engineering Landscape Architecture & Land Surveying, PLLC I JMC Site Development Consultants, LLC 120 BEDFORD ROAD I ARMONK, NY 10504 i 914.273.5225 1 MAIL@JMCPLLC.COM I JMCPLLC.COM Comment No. 2.a. Sight distance measurements should be provided for the proposed driveway to ensure that adequate sight distance is available. Response No. 2.a. Sight distance measurements have been provided for each driveway and are now included on drawing C-101. These measurements are shown in color (red for Lot 1, green for Lot 2 and blue for Lot 3) for clarity. Comment No. 2.b. The location of the pool equipment and pool fence should be shown on the site plan. Response No. 2.b. Locations of pool equipment and pool fencing for each lot are now shown on drawings C-301, C- 302 and C-303. Comment No. 2.c. The Overall Existing Conditions plan contains a tree removal list The list should be divided into the number of trees to be removed from each proposed lot The plans should then be revised to note the number of replacement trees that are required pursuant to Chapter 235 of the Village Code. Response No. 2.c. The tree removal chart has been split per lot now on drawing C-100 and restoration requirement chart has been added to drawing L-100. Comment No. 2.d. Proposed grading on Lot I is shown within the dripline of existing trees #26 and#2 7. These trees have been labeled as "to remain."However, the grading would damage the roots and the trees may not survive. Every effort should be made to develop a site plan that protects and preserves as many existing trees as possible on the new lot Response No. 2.d. The grading around the trees identified as #26 and #27 has been altered to ensure these trees can be protected through construction. The proposed grading throughout the Site has been looked at to ensure the safety of all trees that are proposed to remain. 2 Comment No. 2.e. We recommend that an overall landscaping plan be included in the plan set that shows the proposed landscaping for all 3 lots to ensure that the plantings are placed appropriately in relation to the other lots. Response No. 2.e. Drawing L-100 has been added that shows an overall landscaping plan for all 3 lots. Lot 2 Site Plan Comment No. 3.a. Sight distance measurements should be provided for the proposed driveway to ensure that adequate sight distance is available. Response No. 3.a. Sight distance measurements have been provided for each driveway and are now included on drawing C-101. These measurements are shown in color (red for Lot I, green for Lot 2 and blue for Lot 3) for clarity. Comment No. 3.b. The location of the pool equipment and pool fence should be shown on the site plan. Response No. 3.b. Locations of pool equipment and pool fencing for each lot are now shown on drawings C-301, C- 302 and C-303. Comment No. 3.c. The Overall Existing Conditions plan contains a tree removal list The list should be divided into the number of trees to be removed from each proposed lot The plans should then be revised to note the number of replacement trees that are required pursuant to Chapter 235 of the Village Code. Response No. 3.c. The tree removal chart has been split per lot now on drawing C-100 and restoration requirement chart has been added to drawing L-100. Comment No. 3.d. We recommend that an overall landscaping plan be included in the plan set that shows the proposed landscaping for all 3 lots to ensure that the plantings are placed appropriately in relation to the other lots. 3 Response No. 3.d. Drawing L-100 has been added that shows an overall landscaping plan for all 3 lots. Lot 3 Site Plan Comment No. 4.a. Sight distance measurements should be provided for the proposed driveway to ensure that adequate sight distance is available. Response No. 4.a. Sight distance measurements have been provided for each driveway and are now included on drawing C-101. These measurements are shown in color (red for Lot I, green for Lot 2 and blue for Lot 3) for clarity. Comment No. 4.b. The location of the pool equipment and pool fence should be shown on the site plan. Response No. 4.b. Locations of pool equipment and pool fencing for each lot are now shown on drawings C-301, C- 302 and C-303. Comment No. 4.c. The Overall Existing Conditions plan contains a tree removal list. The list should be divided into the number of trees to be removed from each proposed lot. The plans should then be revised to note the number of replacement trees that are required pursuant to Chapter 235 of the Village Code. Response No. 4.c. The tree removal chart has been split per lot now on drawing C-100 and restoration requirement chart has been added to drawing L-100. Comment No. 4.d. Proposed grading on Lot 3 is shown within the dripline of existing trees #95, #96, #97 and#98 that provide screening of the new house from the existing house located to the west. These trees have been labeled as "to remain." However, the grading would damage the roots and the trees may not survive. Every effort should be made to develop a site plan that protects and preserves as many existing trees as possible on the new lot 4 Response No. 4.d. The grading around the trees identified as #95, #96, #97 and #98 has been altered to ensure these trees can be protected through construction. The proposed grading throughout the Site has been looked at to ensure the safety of all trees that are proposed to remain Comment No. 4.e. We recommend that an overall landscaping plan be included in the plan set that shows the proposed landscaping for all 3 lots to ensure that the plantings are placed appropriately in relation to the other lots. Response No. 4.e. Drawing L-100 has been added that shows an overall landscaping plan for all 3 lots. 2. Dolph Rotfeld Engineering Letter. dated July 14, 2022 Subdivision Comments Comment No. I All proposed easements must be shown on the preliminary plat including the utility easement for Lot 1. Response No. I All necessary easements are now shown on the Site Plans. Site Plan Comments Applicable to All Three (3) Lots' Plan Sets: Comment No. I A stormwater management report must be submitted for review. The report must detail the sizing of the proposed stormwater management practices. If the total proposed site disturbance is greater than one (1) acre and if the proposed impervious area will occupy greater than 25% of the site at build-out then a Stormwater Pollution Prevention Plan (SWPPP) with post-construction stormwater management practices must be submitted for review. The SWPPP must demonstrate compliance with the requirements of the NYSDEC Stormwater Design Manual. Response No. I Because the total proposed site disturbance is greater than one (1) acre and the proposed impervious area will occupy greater than 25% of the site at build-out, a Stormwater Pollution Prevention Plan (SWPPP) with post-construction stormwater management practices has been in included with this submission. 5 Comment No. 2 Percolation test logs and deep hole test results must be submitted. Response No. 2 Percolation test logs and deep hole test results have been included in the SWPPP. Comment No. 3 It is recommended that the proposed landscaping plan avoid the planting of trees on or near utility services. Tree canopies should be considered as an indicator of root systems when considering the buffers around utility piping. Response No. 3 Proposed and existing utility services are now shown on the landscaping plans and slight alterations were made to the landscaping plans to ensure no conflicts between these services and the root systems of the proposed landscaping occur. Comment No. 4 It is unclear what the "Overflow Weir Invert"column on the Schedule of Inverts chart is intended to signify as it is indicated in the response memo that the stormwater systems are designed as a "bubbler"system. If the systems include internal weirs and overflow routing, then additional details must be provided as appropriate. Response No. 4 This "overflow weir invert", which has been changed to "overflow weir elevation", refers to the weir between the isolator row (which is shown as shaded and will be used a pre-treatment for these infiltration systems) and the infiltration units. Comment No. 5 Plans must indicate methods of pool draining and filtration. All connections to water, drainage, and sanitary sewer utilities (as appropriate) must be shown on the plans. Response No. 5 Water from the pools overflow and when the pools are to be drawn down, this water will be conveyed into the adjacent underground infiltration system where it will be infiltrated into the ground. Comment No. 6 Detail for trench restoration in the Village right-of-way must be provided. 6 Response No. 6 Village of Rye Brook Code Section 215-7 Street & Sidewalk Specifications, taken from the Road Opening Permit package, has been added to the cover sheet for each lot. Comment No. 7 Sanitary sewer service connections to main must be made with a "Wye"type fittings. Details must be provided. Response No. 7 Detail #15 on drawing C-902 has been updated to indicate a wye fitting, instead of the tee fitting that was previously shown. Comment No. 8 Maximum driveway slopes must be indicated on the Grading Plans. Response No. 8 Maximum driveway slopes are now shown for each driveway on drawings C-401, C-402 and C- 403. Comment No. 9 It must be clarified what is meant on the Erosion and Sediment Control Plans by "Proposed Underground Stormwater Management System"as the locations, quantities, and sizes of these areas are not consistent with the proposed permanent infiltration systems shown on the Grading and Utility Plans. Response No. 9 These "Proposed Underground Stormwater Management System's" are now shown on the Erosion and Sediment Control Plans, instead of the outline of each. Temporary construction fencing is also now shown around each of these systems to prevent equipment and vehicles from driving on top of these areas. Lot I Site Plan Comments Comment No. I A sanitary sewer profile appears to have been provided for Lot 3. A profile for Lot I's sewer lateral must be submitted with this plan set 7 Response No. I Profiles for each sanitary sewer service are now shown on the Site Plans. Comment No. 2 The "GAR. HI"and "GAR. LOW"elevations must be confirmed as it appears that a two (2) foot difference is proposed in the slope of the garage floor. Response No. 2 Only the garage elevations at the entrance from the driveway are now shown on the Site Plans. Lot 2 Site Plan Comments Comment No. I The label (and rim and invert elevation information) for the lawn inlet "LI B-2"appears to have been cut off f in the viewport on the Grading and Utilities Plan. All structure labels must be shown on the plan. Response No. I All viewports have been updated to ensure no information is being cutoff. Lot 3 Site Plan Comments Comment No. I A sanitary sewer profile appears to have been provided for Lot I. A profile for Lot 3's sewer lateral must be submitted with this plan set Response No. I Profiles for each sanitary sewer service are now shown on the Site Plans. 8 We trust that the above, along with the enclosed documents and drawings, satisfy your comments and concerns. We look forward to your continued review throughout the approval process. Should you have any questions or require additional information regarding the information provided above, please do not hesitate to contact our office at 914-273-5225. Sincerely, JMC PI ni gin Fin Landscape Architecture & Land Surveying, PLLC Rick Bohlander, PE Project Manager p:\2022\22029\admin\Itcomment-response Itr 08-25-2022.docx 9 Site Planning Environmental Studies Civil Engineering Entitlements Landscape Architecture Construction Services Land Surveying 3D Visualization Transportation Engineering Laser Scanning June 29, 2022 D FIE �� �� L V Michal Nowak, Superintendent of Public Works 1 Rye Brook Village Hall RUIN 2 9 2U22 938 King Street 1 Rye Brook, New York 10573 VILLR.GE OF RYE BROOK i PUILDING DEPARTMENT RE: JMC Project 22029 Proposed 3 Lot Subdivision 2 Elm Hill Drive Village of Rye Brook, New York Response to Comments Included in your Email to Mr. Trevor Spearman, the Abiblicant's Architect, on,lanuary 14 2022. Dear Mr. Nowak, This letter has been prepared to address comments included in your email to Mr. Trevor Spearman, the applicant's architect, on January 14, 2022. To assist in your review of the revised documents, we are pleased to provide the following, which briefly restates the comments from the above referenced correspondence, followed by our responses: Subdivision Comment No. 1 Topographic Survey within the last one year. Response No. I The topographic survey titled "Survey of Property" and dated February 22, 2022, has been included with this submission. Comment No. 2 Preliminary subdivision Plat Map was not provided. Please provide one showing proposed 3 lots. Response No. 2 The preliminary subdivision plat was included in the Planning Board submission on May 31, 2022. JMC Planning Engineering Landscape Architecture &Land Surveying, PLLC I JMC Site Development Consultants, LLC 120 BEDFORD ROAD I ARMONK,NY 10504 1914.273.5225 1 MAIL@JMCPLLC.COM I JMCPLLC.COM Comment No. 3 Show any proposed easements. Response No. 3 The only proposed easement, a 10' wide utility easement for Lot I's sanitary sewer service, is now shown on the Site Plans. Site Plan Applications Comment No. I We will need a separate Site Plan Application, Short Environmental form with Mapper, Exterior Application, Steep Slopes Work Permit Application, Stormwater Permit, Tree removal, Curb Cut Permit for EACH individual lot The Applications must be complete full applications for each, as each lot will receive an individual permit Fees for each permit Response No. I A separate Site Plan Application, Site Plan Submittal Review Checklist, Exterior Building Permit Application and Full Environmental Assessment Form with Mapper were included in the Planning Board submission on May 31, 2022. A separate Steep Slopes Work Permit Application, Stormwater Permit, Tree Removal Permit and Curb Cut Permit for each individual lot has been included with this submission. Comment No. 2 $S,000 in escrow review fees to pay for Planner Attorney and Consultants. Response No. 2 The project's escrow account will be replenished by the applicant, under a separate cover. Comment No. 3 Each lot will need its own Site Plan drawings, landscaping Plan, utility plan, soil sediment erosion control plan. Response No. 3 Each lot's Site Plan Drawings, which included a Landscaping Plan, Utility Plan and Erosion & Sediment Control Plan, amongst other drawings, were included in the Planning Board submission on May 31, 2022. The updated drawings, that address all comments outlined in this response letter, have been included with this submission. 2 Comment No. 4 Property Survey as submitted is outdated, unsigned and has been modified in red. Please provide updated survey signed. Response No;4 The topographic survey titled "Survey of Property" and dated February 22, 2022, has been included with this submission. Comment No. S Provide a Site Plan Drawing for each individual Lot. Response No. 5 Each lot's Site Plan Drawings, which included a Landscaping Plan, Utility Plan and Erosion & Sediment Control Plan, amongst other drawings, were included in the Planning Board submission on May 31, 2022. The updated drawings, that address all comments outlined in this response letter, have been included with this submission. Comment No. 6 Provide Landscaping Plan for each individual Lot. Response No. 6 Each lot's Site Plan Drawings, which included a Landscaping Plan, Utility Plan and Erosion & Sediment Control Plan, amongst other drawings, were included in the Planning Board submission on May 31, 2022. The updated drawings, that address all comments outlined in this response letter, have been included with this submission. Comment No. 7 Provide Zoning Table on Site Plan. Response No. 7 The Zoning Table can be found on the Cover Sheet for each lot and is labeled as "Table of Land Use". Comment No. 8 Provide a Soil Sediment and Erosion control Plan. Response No. 8 3 Each lot's Site Plan Drawings, which included a Landscaping Plan, Utility Plan and Erosion & Sediment Control Plan, amongst other drawings, were included in the Planning Board submission on May 31, 2022. The updated drawings, that address all comments outlined in this response letter, have been included with this submission. Comment No. 9 Provide construction sequence plan/construction management plan. Response No. 9 A construction sequence plan/construction management plan has been included with this submission. Comment No. I0 How much land will be disturbed at any given time? 1 f over an acre then a NYS DEC SWPPP plan will be required. Response No. 10 A construction sequence plan/construction management plan has been included with this submission. The project will be split into two phases. Phase I will consist of the development of lots 2&3 and will disturb approximately 0.96 acres. Phase 2 will consist of the development of lot I and will disturb approximately 0.46 acres. Comment No. I I Provide Sewer utility plan with elevation and cross section for review. Provide sewer capacity information for properties and sewer system. Response No. I I_ A utility plan for each lot was included with the May 3 1" submission and a drawing that includes profiles will be added to the Site Plans and included in this submission. Comment No. 12 Provide Will Serve letters for Suez Water. Response No. 12 JMC has submitted and been in contact with SUEZ about their willingness to serve the proposed project. JMC will provide the city with the willingness to serve letter as soon as it is received from SUEZ. Comment No. 13 4 Percolation test must be witnessed by Village and deep test pits must be in an area of where units will be installed. 2016 tests will not be accepted. Response No. 13 Percolation and deep hole testing was completed and witnessed by a representative of the Village on May 5`', 2022. Comment No. 14 Percolation time seems very quick for soils in this area. Typical rates are 20 minutes per inch. Response No. 14 Varying percolation rates were witnessed throughout the Site and these new results will be reflected and outlined in the updated stormwater report that will be submitted with next the submission package after the Village's initial review has been completed. Comment No. 15 Lot 3 Pool Patio shall be captured in calculations. Response No. 15 All runoff from newly created impervious areas and the majority of runoff from disturbed areas will be captured by a proposed stormwater practice and will be included in the calculations. Comment No. 16 Show how all runoff from impervious will be collected and moved into drywells. Response No. 16 As shown on JMC drawings C-401, C-402, C-403 (the Grading and Utilities plan for each of the three lots), all runoff from impervious areas will be captured by either roof drain leaders, drain inlets or trench drains and conveyed into a proposed stormwater practice. Comment No. 17 Lot Number 3, Driveway drain shall be moved to property line. Response No. 17 The trench drain on Lot 3 has been moved to the property line. Comment No. 18 5 Show how roof areas are going to be split into drainage system. Cultecs to be interconnected. Response No. 18 Roof drain leaders are now shown on the plan and because of the layout of the Site, not all Stormtech systems are interconnected. The natural grading of the site, which was preserved to the best extent practicable, won't allow for daylighting of the systems so the inlets directly upstream of the systems were designed as "bubbler" systems. This means that during the 100-year storm event, water may bubble out of the inlet because the system will be full, but this won't last long as water will continue to percolate into the ground throughout the entire process. Comment No. 19 What is the purpose of drainage swale along Betsy Brown? Discharging to road will not be permitted due to nuisance groundwater and icing possibility. Response No. 19 This drainage swale has been removed. We trust that the above, along with the enclosed documents and drawings, satisfy your concerns outlined in an email on January 14, 2022. We look forward to your continued review throughout the site plan, subdivision and steep slopes approval process and discussing this matter at the next Planning Board meeting. Should you have any questions or require additional information regarding the information provided above, please do not hesitate to contact our office at 914-273-5225. Sincerely, JMC Plan ne ng Landscape Architecture & Land Surveying, PLLC Rick'Boh nder, PE Project Manager pA2022\22029\adminVtnowak 06-29-2022.docx 6 570 Taxter Road,Suite 300 Dolph Rodeld Engineering Elmsford,NY 10523 p (914)631-8600 phone (914)631-5769 fax An a Enoneer,, Company www.drepc.com www.aiengineers.com TO: Mr. Michal Nowak Village of Rye Brook _ FROM: James Natarelli, P.E. p L C ENE DATE: October 13, 2022 OAT 4 2022 SUBJECT: 2 Elm Hill Drive VILLAGE OF RYE BROOK Subdivision/Site Plan Application BUILDING DEPARTMENT In reference to the above-mentioned project,this office has received (on September 30,2022)and reviewed the following: 1. Memo prepared by JMC Planning Engineering Landscape Architecture&Land Surveying, PLLC dated September 29, 2022; 2. Stormwater Pollution Prevention Plan prepared by JMC Planning Engineering Landscape Architecture& Land Surveying, PLLC dated September 29, 2022; 3. Lot 1 plans prepared by JMC Planning Engineering Landscape Architecture& Land Surveying, PLLC dated May 16,2022 revised June 29,2022,revised September 29,2022; 4. Lot 2 plans prepared by JMC Planning Engineering Landscape Architecture& Land Surveying, PLLC dated May 16,2022 revised June 29,2022,revised September 29,2022; 5. Lot 3 plans prepared by JMC Planning Engineering Landscape Architecture& Land Surveying, PLLC dated May 16,2022 revised June 29,2022,revised September 29, 2022. In reference to the above-mentioned project, this office has received (on October 12, 2022)and reviewed the following: 1. Preliminary Subdivision Map prepared by Ward Carpenters Engineers, Inc.,dated May 26,2022 revised October 3, 2022. With respect to Village Code Chapter 219 regarding Subdivision of Land and Chapter 209 regarding Site Plan Review,the comments from this office's July 11,2022 memo that had been resolved in a previous submission have been removed from this memo and comments from this off ice's September 8,2022 memo are as follows(with notes on the current submission in italics below each comment and maintaining original comment numbering): Subdivision Comments 1. All proposed easements must be shown on the preliminary plat including the utility easement for Lot 1. A Preliminary Subdivision Map has been submitted. This comment has been resolved. By Design. Mr.Nowak T Rye Brook Planning Board Elm Nit Drive-Subdivision/Site Plan Application October 13,2022 Pogo 2 Site Plan Comments Applicable to All Three(3)Lots' Plan Sets: 1. A stormwater management report must be submitted for review. The report must detail the sizing of the proposed stormwater management practices. If the total proposed site disturbance is greater than one(1)acre and if the proposed impervious area will occupy greater than 25%of the site at build-out then a Stormwater Pollution Prevention Plan(SWPPP)with post-construction stormwater management practices must be submitted for review. The SWPPP must demonstrate compliance with the requirements of the NYSDEC Stormwater Design Manual. The proposed stormwater management design does not comply with the Village's requirement of total volume retention for the design storm (25-year event). Plans and supporting calculations have been submitted demonstrating compliance with the Village's requirement of total volume retention for the design storm(25-year event). Model inputs such as infiltration rates, infiltration system volumes, and system overflow elevations must be submitted to confirm consistency with the proposed plans. 2. Percolation test logs and deep hole test results must be submitted. Percolation test logs and deep hole test results have been provided on the"Drainage Area Maps"within the submitted Stormwater Pollution Prevention Plan. This comment has been resolved. It is recommended that percolation tests be repeated and witnessed by the Village prior to issuance of a Building Permit. 3. It is recommended that the proposed landscaping plan avoid the planting of trees on or near utility services. Tree canopies should be considered as an indicator of root systems when considering the buffers around utility piping. The deep excavations required to install the sewer laterals for Lots 1 and 3(and structures CO C- 1 and CO C-2)are likely to adversely affect the root systems of several mature trees which are proposed to remain but might need to be removed as a result of the proposed work. Additionally, it is recommended that greater separation be provided between the Lot 2 infiltration systems and adjacent proposed trees. It is also recommended that greater consideration be given to the separation between proposed plantings and the sewer lateral for Lot 3. It is noted that while greater separation from existing mature trees is now provided for the proposed sewer laterals for Lots 1 and 3(and structures CO C-1 and CO C-2), excavation for these elements might still impact existing root systems requiring existing mature trees to be removed. 4. It is unclear what the"Overflow Weir Invert"column on the Schedule of Inverts chart is intended to signify as it is indicated in the response memo that the stormwater systems are designed as a"bubbler"systems. If the systems include internal weirs and overflow routing, then additional details must be provided as appropriate. By N,ay . Mr.Nowak Engineers Rye Brook Planning Board Elm Hill Drive-Subdivision/She Plan Application October 13,2022 Page 3 It is recommended that notes such as "to isolator row"and"to infiltration system"be added next to the appropriate invert elevations in the lawn inlet identifications on the Grading and Utility Plans. 5. Plans must indicate methods of pool draining and filtration. All connections to water,drainage, and sanitary sewer utilities(as appropriate) must be shown on the plans. It is noted that the method of proposed pool draining and draw down is by means of each lot's stormwater infiltration system. There must be no chlorine residual in the pool water prior to discharge to the stormwater infiltration systems. The anticipated method of pool filtration must also be provided. The proposed pool filtration system appears to require backwashing. The backwash piping from this type of filter is not permitted to discharge into the stormwater infiltration system. Discharge must be directed to the sanitary sewer. A note has been added to each Grading and Utility Plan with respect to dechlorination prior to drowdown and timing separation from rain events. It is recommended that a plaque or sign be posted at the pool drainage controls with the dechlorination and draining requirements as stated on the plans. The identification of the drainage structure receiving the pool water must be confirmed on each set of plans. Pool plumbing design review is by the Village Building Department. Upon receipt of amended plans addressing these comments,this office is prepared to continue its review. By Des,gn. 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 -- ---- --- ((�� E� r Village of Rye Brook D LS C2 V L; 3 FROM: James Natarelli, P.E. SEP - 8 2022 DATE: September 8, 2022 VILLAGE OF RYE 13T`00K BLJILDIr,,1G DEPARTMEN-r SUBJECT: 2 Elm Hill Drive Subdivision /Site Plan Application In reference to the above-mentioned project,this office has received (on August 26, 2022) and reviewed the following: 1. Memo prepared by JMC Planning Engineering Landscape Architecture & Land Surveying, PLLC dated August 25, 2022; 2. Lot 1 plans prepared by JMC Planning Engineering Landscape Architecture& Land Surveying, PLLC dated May 16, 2022 revised June 29, 2022, revised August 25, 2022; 3. Lot 2 plans prepared by JMC Planning Engineering Landscape Architecture& Land Surveying, PLLC dated May 16, 2022 revised June 29, 2022, revised August 25, 2022; 4. Lot 3 plans prepared by JMC Planning Engineering Landscape Architecture & Land Surveying, PLLC dated May 16, 2022 revised June 29, 2022, revised August 25, 2022. In reference to the above-mentioned project,this office has received (on August 29, 2022) and reviewed the following: 1. Stormwater Pollution Prevention Plan prepared by JMC Planning Engineering Landscape Architecture& Land Surveying, PLLC dated August 25, 2022. With respect to Village Code Chapter 219 regarding Subdivision of Land and Chapter 209 regarding Site Plan Review,the comments from this office's July 11, 2022 memo are as follows(with notes on the current submission in italics below each comment): Subdivision Comments 1. All proposed easements must be shown on the preliminary plat including the utility easement for Lot 1. Per Village code, a preliminary plat must be submitted. The plat must include any proposed easements shown on the submitted site plans. Site Plan Comments Applicable to All Three (3) Lots' Plan Sets: 1. A stormwater management report must be submitted for review. The report must detail the sizing of the proposed stormwater management practices. If the total proposed site Improving Liic By Design. Mr.Nowak � Rye Brook Planning Board Engineers Elm Hill Drive-Subdivision/Site Plan Application September 8,2022 Page 2 disturbance is greater than one (1) acre and if the proposed impervious area will occupy greater than 25%of the site at build-out then a Stormwater Pollution Prevention Plan (SWPPP)with post-construction stormwater management practices must be submitted for review. The SWPPP must demonstrate compliance with the requirements of the NYSDEC Stormwater Design Manual. The proposed stormwater management design does not comply with the Village's requirement of total volume retention for the design storm (25-year event). 2. Percolation test logs and deep hole test results must be submitted. Percolation test logs and deep hole test results have been provided on the "Drainage Area Maps" within the submitted Stormwater Pollution Prevention Plan. This comment has been resolved. 3. It is recommended that the proposed landscaping plan avoid the planting of trees on or near utility services. Tree canopies should be considered as an indicator of root systems when considering the buffers around utility piping. The deep excavations required to install the sewer laterals for Lots 1 and 3 (and structures CO C- 1 and CO C-2)are likely to adversely affect the root systems of several mature trees which are proposed to remain but might need to be removed as a result of the proposed work. Additionally, it is recommended that greater separation be provided between the Lot 2 infiltration systems and adjacent proposed trees. It is also recommended that greater consideration be given to the separation between proposed plantings and the sewer lateral for Lot 3. 4. It is unclear what the "Overflow Weir Invert" column on the Schedule of Inverts chart is intended to signify as it is indicated in the response memo that the stormwater systems are designed as a "bubbler" systems. If the systems include internal weirs and overflow routing, then additional details must be provided as appropriate. The proposed stormwater mitigation design is under review. 5. Plans must indicate methods of pool draining and filtration. All connections to water, drainage, and sanitary sewer utilities(as appropriate) must be shown on the plans. It is noted that the method of proposed pool draining and draw down is by means of each lot's storm water infiltration system. There must be no chlorine residual in the pool water prior to discharge to the stormwater infiltration systems. The anticipated method of pool filtration must also be provided. 6. Detail for trench restoration in the Village right-of-way must be provided. Village code requirements for street and sidewalk restoration have been added to each proposed lot's plan set. This comment has been resolved. 7. Sanitary sewer service connections to main must be made with a "wye"type fittings. Details must be provided. Details have been provided on each proposed lot's plan set indicating that sewer service connections will be made with "wye"type fittings. This comment has been resolved. improving Life. By Design. Mr.Nowak Rye Brook Planning Board ®Engineers Elm Hill Drive-Subdivision/Site Plan Application September 8,2022 Page 3 8. Maximum driveway slopes must be indicated on the Grading Plans. Maximum driveway slopes have been added to each proposed lot's plan set. This comment has been resolved. 9. It must be clarified what is meant on the Erosion and Sediment Control Plans by"Proposed Underground Stormwater Management System" as the locations, quantities, and sizes of these areas are not consistent with the proposed permanent infiltration systems shown on the Grading and Utility Plans. Each proposed lot's Erosion Control Plan has been updated to indicate the protection of each storm water infiltration system during construction, consistent with their proposed locations on the corresponding Grading and Utility Plans. This comment has been resolved. Continuing the numbering from the previous memo,the following is an additional comment based on the new submitted material: 10. Sanitary sewer lateral profiles' horizontal and vertical scales must be confirmed on each lot's plan set. Lot 1 Site Plan Comments 1. A sanitary sewer profile appears to have been provided for Lot 3. A profile for Lot 1's sewer lateral must be submitted with this plan set. A profile for Lot 1's sewer lateral has been provided. This comment has been resolved. 2. The "GAR. HI"and "GAR. LOW" elevations must be confirmed as it appears that a two (2)foot difference is proposed in the slope of the garage floor. The plans have been revised to only indicate the proposed garage elevations at their entrances. This comment has been resolved. Lot 2 Site Plan Comments 1. The label (and rim and invert elevation information)for the lawn inlet"LI B-2" appears to have been cut off in the viewport on the Grading and Utilities Plan. All structure labels must be shown on the plan. The plans have been revised to clearly show the label for lawn inlet "Ll 8-2". This comment has been resolved. Lot 3 Site Plan Comments 1. A sanitary sewer profile appears to have been provided for Lot 1. A profile for Lot 3's sewer lateral must be submitted with this plan set. A profile for Lot 3's sewer lateral has been provided. This comment has been resolved. Pool plumbing design review is by the Village Building Department. Upon receipt of amended plans addressing these comments, this office is prepared to continue its review. improving Life. By Design. 570 Taxter Road,Suite 300 Dolph Rodeld Engineering Elmsford, NY 10523 (914) 631-8600 phone An WEngineers Company (914) 631-5769 fox www.drepc.com www.aiengineers.com TO: Mr. Michal Nowak Village of Rye Brook JUL 14 2022 I DJ James Natarelli, P.E. _� VILLAGE OF RYE BROOK DATE: July 14, 2022 BUILDING DEPARTMENT SUBJECT: 2 Elm Hill Drive Subdivision /Site Plan Application In reference to the above-mentioned project,this office has received (on July 5,2022) and reviewed the following: 1. Memo prepared by JMC Planning Engineering Landscape Architecture & Land Surveying, PLLC dated June 29, 2022; 2. Survey of Property prepared by Ward Carpenters Engineers, Inc. dated February 22, 2022; 3. Preliminary Subdivision Map prepared by Ward Carpenters Engineers, Inc. dated May 26, 2022; 4. Lot 1 plans prepared by JMC Planning Engineering Landscape Architecture& Land Surveying, PLLC dated May 16, 2022 revised June 29, 2022; 5. Lot 2 plans prepared by JMC Planning Engineering Landscape Architecture& Land Surveying, PLLC dated May 16, 2022 revised June 29, 2022; 6. Lot 3 plans prepared by JMC Planning Engineering Landscape Architecture& Land Surveying, PLLC dated May 16,2022 revised June 29, 2022. With respect to Village Code Chapter 219 regarding Subdivision of Land and Chapter 209 regarding Site Plan Review, our comments are as follows but are not limited to: Subdivision Comments 1. All proposed easements must be shown on the preliminary plat including the utility easement for Lot 1. Site Plan Comments Applicable to All Three(3) Lots' Plan Sets: 1. A stormwater management report must be submitted for review. The report must detail the sizing of the proposed stormwater management practices. If the total proposed site disturbance is greater than one(1) acre and if the proposed impervious area will occupy greater than 25%of the site at build-out then a Stormwater Pollution Prevention Plan (SWPPP) with post-construction stormwater management practices must be submitted for review. The SWPPP must demonstrate compliance with the requirements of the NYSDEC Stormwater Design Manual. 2. Percolation test logs and deep hole test results must be submitted. By Design. Mr.Nowak Rye Brook Planning Board ®Engineers Elm Hill Drive-Subdivision/Site Plan Application July 14,2022 Page 2 3. It is recommended that the proposed landscaping plan avoid the planting of trees on or near utility services. Tree canopies should be considered as an indicator of root systems when considering the buffers around utility piping. 4. It is unclear what the "Overflow Weir Invert" column on the Schedule of Inverts chart is intended to signify as it is indicated in the response memo that the stormwater systems are designed as a "bubbler" systems. If the systems include internal weirs and overflow routing, then additional details must be provided as appropriate. S. Plans must indicate methods of pool draining and filtration. All connections to water, drainage, and sanitary sewer utilities(as appropriate) must be shown on the plans. 6. Detail for trench restoration in the Village right-of-way must be provided. 7. Sanitary sewer service connections to main must be made with a "wye" type fittings. Details must be provided. 8. Maximum driveway slopes must be indicated on the Grading Plans. 9. It must be clarified what is meant on the Erosion and Sediment Control Plans by"Proposed Underground Stormwater Management System" as the locations, quantities, and sizes of these areas are not consistent with the proposed permanent infiltration systems shown on the Grading and Utility Plans. Lot 1 Site Plan Comments 1. A sanitary sewer profile appears to have been provided for Lot 3. A profile for Lot 1's sewer lateral must be submitted with this plan set. 2. The "GAR. HI" and "GAR. LOW" elevations must be confirmed as it appears that a two (2)foot difference is proposed in the slope of the garage floor. Lot 2 Site Plan Comments 1. The label (and rim and invert elevation information)for the lawn inlet "LI B-2" appears to have been cut off in the viewport on the Grading and Utilities Plan. All structure labels must be shown on the plan. Lot 3 Site Plan Comments 1. A sanitary sewer profile appears to have been provided for Lot 1. A profile for Lot 3's sewer lateral must be submitted with this plan set. Upon receipt of amended plans addressing these comments,this office is prepared to continue its review. Improving Life. By Design. � r ! 1 ardesty 555 Theodore Fremd Ave.,Suite C-301 Rye, NY 10580 E '&Hanover T:914.967.6540 www.hardestyhanover.com [EEC:[E:�Y[E MEMORANDUM OCT - 7 2022 To: Robert I. Goodman, Chairman, and the VILLAGE 5 RYE BROOK Planning Board of the Village of Rye Brook BUILDING DEPARTMENT Date: October 7, 2022 Subject: Elm Hill Drive Subdivision -Application for Approval of a Subdivision, Site Plans and Steep Slopes Permits As requested, we have reviewed applications, correspondence and plans submitted by JMC, PLLC, on behalf of the Applicant, Alex Zoldan, for approval of a 3-lot Subdivision and Site Plans for the construction of 3, new single-family residences on the property located at 2 Elm Hill Drive, SBL 135.51-1-1 on the Town of Rye Tax Map, in the R-12 Zoning District. Property Description The 69,509 square-foot property, located at 2 Elm Hill Drive at the corner of Elm Hill Drive and Betsy Brown Road, is in the R-12 zoning district. It is developed with a two-story, single-family residence that was originally constructed in 1865. It has an attached two-car garage, a walkway, driveway and parking court in the front yard on Elm Hill Drive, pavement parking in the front yard on Betsy Brown Road, paved terraces and covered porches in the front and rear yards, and a swimming pool. The lot is mostly flat, sloping toward the southeast. Mature landscape plantings are located throughout the site. The portion of the rear yard that would become a new building lot is adjacent to the northern boundary of Crawford Park. Review We have reviewed application materials and plans that include the following items: 1. Full Environmental Assessment Form and EAF Mapper Summary Report dated 5/27/22; 2. Application for Site Plan Approval for Lots 1, 2 and 3; 3. Site Plan Submittal Review Checklist for Lots 1, 2 and 3; 4. Exterior Building Permit Application for Lots 1, 2 and 3; 5. Building Permit Checklist &Zoning Analysis for Lots 1, 2 and 3; 6. The following engineering plans generally entitled, "Proposed 3 Lot Subdivision - Lot 1" prepared JMC, PLLC, last revised 9/29/22: a. Sheet C-001, "Cover Sheet," b. Sheet C-100, "Overall Existing Conditions Map & Demolition Plan," Hardesty &Hanover engineenng that moves you C. Sheet C-101, "Overall Site Plan," d. Sheet C-102, "Site Distance Plan," e. Sheet C-103, "Phase 1 Construction Management Plan," f. Sheet C-104, "Phase 2 Construction Management Plan," g. Sheet C-201, "Erosion and Sediment Control Plan-Lot 1," h. Sheet C-301, "Layout Plan-Lot 1," i. Sheet C-400, "Overall Grading and Utilities Plan," j. Sheet C-401, "Grading and Utilities Plan-Lot 1," k. Sheet L-100, "Overall Landscaping Plan," I. Sheet L-101, "Landscaping Plan- Lot 1," M. Sheet C-900, "Site Details," n. Sheet C-901, "Site Details," o. Sheet C-902, "Site Details," p. Sheet C-903, "Site Details." 7. The following engineering plans generally entitled, "Proposed 3 Lot Subdivision - Lot 2" prepared JMC, PLLC, last revised 9/29/22: a. Sheet C-002, "Cover Sheet," b. Sheet C-100, "Overall Existing Conditions Map & Demolition Plan," C. Sheet C-101, "Overall Site Plan," d. Sheet C-102, "Site Distance Plan," e. Sheet C-103, "Phase 1 Construction Management Plan," f. Sheet C-104, 'Phase 2 Construction Management Plan," g. Sheet C-202, "Erosion and Sediment Control Plan -Lot 2," h. Sheet C-302, "Layout Plan-Lot 2," i. Sheet C-400, "Overall Grading and Utilities Plan," j. Sheet C-402, "Grading and Utilities Plan- Lot 2," k. Sheet L-100, "Overall Landscaping Plan," I. Sheet L-102, "Landscaping Plan-Lot 2," M. Sheet C-900, "Site Details," n. Sheet C-901, "Site Details," o. Sheet C-902, "Site Details," p. Sheet C-903, "Site Details." 8. The following engineering plans generally entitled, "Proposed 3 Lot Subdivision - Lot 3" prepared JMC, PLLC, last revised 9/29/22: a. Sheet C-003, "Cover Sheet," b. Sheet C-100, "Overall Existing Conditions Map & Demolition Plan," Hardesty &Hanover engineering that moves you C. Sheet C-101, "Overall Site Plan," d. Sheet C-102, "Site Distance Plan," e. Sheet C-103, "Phase 1 Construction Management Plan," f. Sheet C-104, "Phase 2 Construction Management Plan," g. Sheet C-203, "Erosion and Sediment Control Plan — Lot 3," h. Sheet C-303, "Layout Plan — Lot 3," i. Sheet C-400, "Overall Grading and Utilities Plan," j. Sheet C-403, "Grading and Utilities Plan — Lot 3," k. Sheet L-100, "Overall Landscaping Plan," I. Sheet L-103, "Landscaping Plan — Lot 3," M. Sheet C-900, "Site Details," n. Sheet C-901, "Site Details," o. Sheet C-902, "Site Details," P. Sheet C-903, "Site Details." 9. A Site Survey prepared by Ward Carpenter Engineers, Inc. dated 2/22/22. 10. A Preliminary Subdivision Plat prepared by Ward Carpenter Engineers, Inc. dated 5/26/22. Please note that our review is limited to planning and environmental issues. We offer the following comments regarding the applications: 1. SEQRA. The Proposed Action is an Unlisted action with regard to SEAR. 2. Subdivision. In accordance with Section 219-26.A(4) of the Subdivision Law, a recreation fee may be required for the proposed lots. 3. Steep Slopes Permit. The construction of the single-family homes over the 3 proposed lots will result in a total of 8,137 square feet of disturbance to the existing steep slopes on the property. The largest area of steep slopes is located on Lot 2 at the frontage along Betsy Brown Road. The proposed homes and driveways have been positioned to minimize and avoid additional disturbance to the steep slopes. Approval of a steep slopes work permit will require compliance of all grading and filling with the requirements of Chapter 213 of the Village Code. 4. Construction Staging. The Phase 2 Construction Management Plan shows that vehicle parking will still be located in the rear of Lot 1 during the construction of that home. We question if vehicles will still be able to access that area once construction of the home begins. If the area is not accessible, will the vehicles be parking along Betsy Brown Road? lardesty &Hanover engineenng that moves you All of our previous comments pertaining to the sight distance analysis have been satisfied. We look forward to discussion with the Board. Sarah L. Brown, AICP Principal Planner Steven T. Cipolla Senior Traffic Engineer cc: Honorable Mayor and the Village Board of Trustees Christopher Bradbury, Village Administrator Michal Nowak, Superintendent of Public Works/Village Engineer Drew Victoria Gamils, Esq., Village Attorney Rick Bohlander, P.E., for the Applicant Hardest 555 Theodore Fremd Ave.,Suite C-301 Rye, NY 10580 &Hanovyer T:914.967.6540 www.hardestyhanover.com D L MEMORANDUM [SEP - 22022 2 To: Robert I. Goodman, Chairman, and the VIL.LAG= OF i'YE BR oK BUILDING DER,ART(V;ENT Planning Board of the Village of Rye Brook -------- Date: September 2, 2022 Subject: Elm Hill Drive Subdivision —Application for Approval of a Subdivision, Site Plans and Steep Slopes Permits As requested,we have reviewed applications, correspondence and plans submitted by JMC, PLLC, on behalf of the Applicant, Alex Zoldan, for approval of a 3-lot Subdivision and Site Plans for the construction of 3, new single-family residences on the property located at 2 Elm Hill Drive, SBL 135.51-1-1 on the Town of Rye Tax Map, in the R-12 Zoning District. Property Description The 69,509 square-foot property, located at 2 Elm Hill Drive at the corner of Elm Hill Drive and Betsy Brown Road, is in the R-12 zoning district. It is developed with a two-story, single-family residence that was originally constructed in 1865. It has an attached two-car garage, a walkway, driveway and parking court in the front yard on Elm Hill Drive, pavement parking in the front yard on Betsy Brown Road, paved terraces and covered porches in the front and rear yards, and a swimming pool. The lot is mostly flat, sloping toward the southeast. Mature landscape plantings are located throughout the site. The portion of the rear yard that would become a new building lot is adjacent to the northern boundary of Crawford Park. Review We have reviewed application materials and plans that include the following items: 1. Full Environmental Assessment Form and EAF Mapper Summary Report dated 5/27/22; 2. Application for Site Plan Approval for Lots 1, 2 and 3; 3. Site Plan Submittal Review Checklist for Lots 1, 2 and 3; 4. Exterior Building Permit Application for Lots 1, 2 and 3; 5. Building Permit Checklist & Zoning Analysis for Lots 1, 2 and 3; 6. The following engineering plans generally entitled, "Proposed 3 Lot Subdivision — Lot 1" prepared JMC, PLLC, last revised 8/25/22: a. Sheet C-001, "Cover Sheet," b. Sheet C-100, "Overall Existing Conditions Map & Demolition Plan," Hardesty &Hanover engineenng that moves you C. Sheet C-101, "Overall Site Plan," d. Sheet C-201, "Erosion and Sediment Control Plan - Lot 1," e. Sheet C-301, "Layout Plan - Lot 1," f. Sheet C-400, "Overall Grading and Utilities Plan," g. Sheet C-401, "Grading and Utilities Plan - Lot 1," h. Sheet L-100, "Landscaping Plan - Lot 1," i. Sheet C-900, "Site Details," j. Sheet C-901, "Site Details," k. Sheet C-902, "Site Details," I. Sheet C-903, "Site Details." 7. The following engineering plans generally entitled, "Proposed 3 Lot Subdivision - Lot 2" prepared JMC, PLLC, last revised 8/25/22: a. Sheet C-002, "Cover Sheet," b. Sheet C-100, "Overall Existing Conditions Map & Demolition Plan," C. Sheet C-101, "Overall Site Plan," d. Sheet C-202, "Erosion and Sediment Control Plan - Lot 2," e. Sheet C-302, "Layout Plan - Lot 2," f. Sheet C-400, "Overall Grading and Utilities Plan," g. Sheet C-402, "Grading and Utilities Plan- Lot 2," h. Sheet L-101, "Landscaping Plan - Lot 2," i. Sheet C-900, "Site Details," j. Sheet C-901, "Site Details," k. Sheet C-902, "Site Details," I. Sheet C-903, "Site Details." 8. The following engineering plans generally entitled, "Proposed 3 Lot Subdivision - Lot 3" prepared JMC, PLLC, last revised 8/25/22: a. Sheet C-003, "Cover Sheet," b. Sheet C-100, "Overall Existing Conditions Map & Demolition Plan," C. Sheet C-101, "Overall Site Plan," d. Sheet C-203, "Erosion and Sediment Control Plan - Lot 3," e. Sheet C-303, "Layout Plan - Lot 3," f. Sheet C-400, "Overall Grading and Utilities Plan," g. Sheet C-403, "Grading and Utilities Plan - Lot 3," h. Sheet L-102, "Landscaping Plan - Lot 3," i. Sheet C-900, "Site Details," j. Sheet C-901, "Site Details," Hardesty &Hanover engineering that moves you k. Sheet C-902, "Site Details," I. Sheet C-903, "Site Details." 9. A Site Survey prepared by Ward Carpenter Engineers, Inc. dated 2/22/22. 10. A Preliminary Subdivision Plat prepared by Ward Carpenter Engineers, Inc. dated 5/26/22. Please note that our review is limited to planning and environmental issues. We offer the following comments regarding the applications: 1. SEQRA. The Proposed Action is an Unlisted action with regard to SEQR. 2. Subdivision. In accordance with Section 219-26.A(4) of the Subdivision Law, a recreation fee may be required for the proposed lots. 3. Lot 1 Site Plan. a. Steep Slopes Permit. The construction of the single-family home will result in disturbance to the existing steep slopes on the property. The site plans should be revised to identify and quantify the area of the steep slopes disturbance. Approval of a steep slopes work permit will require compliance of all grading and filling with the requirements of Chapter 213 of the Village Code. b. Construction Staging. The Applicant should provide a construction management plan that includes, but is not limited, to where equipment will be stored, worker parking and how deliveries will be handled. 4. Lot 2 Site Plan. a. Steep Slopes Permit. The construction of the single-family home will result in disturbance to the existing steep slopes on the property. The site plans should be revised to identify and quantify the area of the steep slopes disturbance. Approval of a steep slopes work permit will require compliance of all grading and filling with the requirements of Chapter 213 of the Village Code. b. Sight Distance Analysis. The Lot 2 access drive is to Elm Hill Drive, east of the Old Oak Road intersection. A Stopping Sight Distance (SSD) analysis was provided in both directions. The SSD requirements noted on the plan are for level approach grades at 30 miles per hour; however, this section of Elm Hill Drive is a steep grade downhill from west to east. The Hardesty &Hanover engineering that moves you requirements should be adjusted for the approach grades. The SSD measurements should also be adjusted to be measured along the center of the approach lanes, not the center of the roadway as shown on the plans. A speed study should also be provided to determine the 85th percentile speeds. For westbound traffic (looking to the right), the SSD is to the T-type intersection with Betsy Brown Road. The plan indicates that the SSD available is 200 feet; however, the sight line provided on the plan measures only 175 feet. For eastbound traffic (looking to the left), the SSD sight line should be illustrated from the approaching vehicle in the center of the approach lane to a point in the approach lane in front of the proposed driveway. The plan illustrates the SSD sight line from the center of the roadway to a point 14.5 feet back from the edge of pavement (which is how Intersection Sight Distance (ISD) is measured). This sight line should travel within the roadway right-of-way and not cross over adjacent private properties. The Applicant should illustrate the revised SSD analysis appropriately for the 85th percentile speed and provide the roadway profile to confirm there are no vertical obstructions to the SSD sight line. The profiles will also confirm the approach grades needed to calculate the appropriate required SSD. The approaching vehicle eye height should be at 3.5 feet and the object at the proposed driveway height should be 2.0 feet on the profiles. If sufficient SSD cannot be provided for this lot at this location, the Applicant should consider moving the driveway to Betsy Brown Road, which would have better sight lines, is a level roadway and is a dead-end road with less traffic. C. Construction Staging. The Applicant should provide a construction management plan that includes, but is not limited, to where equipment will be stored, worker parking and how deliveries will be handled. 5. Lot 3 Site Plan. a. Sight Distance Analysis.The Lot 3 access drive is to Elm Hill Drive,west of the Old Oak Road intersection. An SSD analysis was provided in both directions. The requirements noted on the plan are for level approach grades at 30 miles per hour; however, this section of Elm Hill Drive is a downhill grade from west to east. The requirements should be adjusted for the approach grades. The SSD measurements should be measured along the center of the approach lanes, not the center of the roadway as shown on the plans. A speed study should be provided to determine the 851h percentile speeds. For both westbound traffic (looking to the right) and eastbound traffic (looking to the left), the SSD sight line should be illustrated from the approaching vehicle in the center of the approach Hardesty &Hanover engineenng that moves you lane to a point in the approach lane in front of the proposed driveway. The plan illustrates the SSD sight line from the center of the roadway. C. Construction Staging. The Applicant should provide a construction management plan that includes, but is not limited, to where equipment will be stored, worker parking and how deliveries will be handled. We look forward to discussion with the Board. Sarah L. Brown, AICP Principal Planner Steven T. Cipolla Senior Traffic Engineer cc: Honorable Mayor and the Village Board of Trustees Christopher Bradbury, Village Administrator Michal Nowak, Superintendent of Public Works/Village Engineer Drew Victoria Gamils, Esq., Village Attorney Rick Bohlander, P.E., for the Applicant HC,rdeo ly 555 Theodore Fremd Ave.,Suite C-301 Rye, NY 10580 & ver T:914.967.6540 Han www.hardestyhanover.com MEMORANDUM JUL 1 1 2022 To: Robert I. Goodman, Chairman, and the VILLAGE OF RYE BROOK Planning Board of the Village of Rye Brook BUILDING DEPARTMENT Date: July 11, 2022 Subject: Elm Hill Drive Subdivision —Application for Approval of a Subdivision and Site Plans As requested, we have reviewed applications, correspondence and plans submitted by JMC, PLLC, on behalf of the Applicant, Alex Zoldan, for approval of a 3-lot Subdivision and Site Plans for the construction of 3, new single-family residences on the property located at 2 Elm Hill Drive, SBL 135.51-1-1 on the Town of Rye Tax Map, in the R-12 Zoning District. Property Description The 69,509 square-foot property, located at 2 Elm Hill Drive at the corner of Elm Hill Drive and Betsy Brown Road, is in the R-12 zoning district. It is developed with a two-story, single-family residence that was originally constructed in 1865. It has an attached two-car garage, a walkway, driveway and parking court in the front yard on Elm Hill Drive, pavement parking in the front yard on Betsy Brown Road, paved terraces and covered porches in the front and rear yards, and a swimming pool. The lot is mostly flat, sloping toward the southeast. Mature landscape plantings are located throughout the site. The portion of the rear yard that would become a new building lot is adjacent to the northern boundary of Crawford Park. Review We have reviewed application materials and plans that include the following items: 1. Full Environmental Assessment Form and EAF Mapper Summary Report dated 5/27/22; 2. Application for Site Plan Approval for Lots 1, 2 and 3; 3. Site Plan Submittal Review Checklist for Lots 1, 2 and 3; 4. Exterior Building Permit Application for Lots 1, 2 and 3; 5. Building Permit Checklist &Zoning Analysis for Lots 1, 2 and 3; 6. The following engineering plans generally entitled, "Proposed 3 Lot Subdivision — Lot 1" prepared JMC, PLLC, last revised 6/29/22: a. Sheet C-001, "Cover Sheet," b. Sheet C-100, "Overall Existing Conditions Map & Demolition Plan," C. Sheet C-101, "Overall Site Plan," Hardesty &Hanover engineering that moves you d. Sheet C-201, "Erosion and Sediment Control Plan - Lot 1," e. Sheet C-301, "Layout Plan - Lot 1," f. Sheet C-401, "Grading and Utilities Plan - Lot 1," g. Sheet L-100, "Landscaping Plan - Lot 1," h. Sheet C-900, "Site Details," i. Sheet C-901, "Site Details," j. Sheet C-902, "Site Details," k. Sheet C-903, "Site Details." 7. The following engineering plans generally entitled, "Proposed 3 Lot Subdivision - Lot 2" prepared JMC, PLLC, last revised 6/29/22: a. Sheet C-002, "Cover Sheet," b. Sheet C-100, "Overall Existing Conditions Map & Demolition Plan," C. Sheet C-101, "Overall Site Plan," d. Sheet C-202, "Erosion and Sediment Control Plan - Lot 1," e. Sheet C-302, "Layout Plan - Lot 1," f. Sheet C-402, "Grading and Utilities Plan - Lot 1," g. Sheet L-101, "Landscaping Plan - Lot 1," h. Sheet C-900, "Site Details," i. Sheet C-901, "Site Details," j. Sheet C-902, "Site Details," k. Sheet C-903, "Site Details." 8. The following engineering plans generally entitled, "Proposed 3 Lot Subdivision - Lot 3" prepared JMC, PLLC, last revised 6/29/22: a. Sheet C-003, "Cover Sheet," b. Sheet C-100, "Overall Existing Conditions Map & Demolition Plan," C. Sheet C-101, "Overall Site Plan," d. Sheet C-203, "Erosion and Sediment Control Plan - Lot 1," e. Sheet C-303, "Layout Plan - Lot 1," f. Sheet C-432, "Grading and Utilities Plan - Lot 1," g. Sheet L-102, "Landscaping Plan - Lot 1," h. Sheet C-900, "Site Details," i. Sheet C-901, "Site Details," j. Sheet C-902, "Site Details," k. Sheet C-903, "Site Details." 9. A Site Survey prepared by Ward Carpenter Engineers, Inc. dated 2/22/22. Hardesty &Hanover engineering that moves you 10. A Preliminary Subdivision Plat prepared by Ward Carpenter Engineers, Inc. dated 5/26/22. Please note that our review is limited to planning and environmental issues. We offer the following comments regarding the applications: 1. SEQRA. The Proposed Action is an Unlisted action with regard to SEQR. 2. Lot 1 Site Plan. a. Sight distance measurements should be provided for the proposed driveway to ensure that adequate sight distance is available. b. The location of the pool equipment and pool fence should be shown on the site plan. c. The Overall Existing Conditions plan contains a tree removal list. The list should be divided into the number of trees to be removed from each proposed lot. The plans should then be revised to note the number of replacement trees that are required pursuant to Chapter 235 of the Village Code. d. Proposed grading on Lot 1 is shown within the dripline of existing trees #26 and #27. These trees have been labeled as"to remain." However, the grading would damage the roots and the trees may not survive. Every effort should be made to develop a site plan that protects and preserves as many existing trees as possible on the new lot. e. We recommend that an overall landscaping plan be included in the plan set that shows the proposed landscaping for all 3 lots to ensure that the plantings are placed appropriately in relation to the other lots. 3. Lot 2 Site Plan. a. Sight distance measurements should be provided for the proposed driveway to ensure that adequate sight distance is available. b. The location of the pool equipment and pool fence should be shown on the site plan. c. The Overall Existing Conditions plan contains a tree removal list. The list should be divided into the number of trees to be removed from each proposed lot. The plans should then be Hardesty &Hanover engineering that moves you revised to note the number of replacement trees that are required pursuant to Chapter 235 of the Village Code. d. We recommend that an overall landscaping plan be included in the plan set that shows the proposed landscaping for all 3 lots to ensure that the plantings are placed appropriately in relation to the other lots. 4. Lot 3 Site Plan. a. Sight distance measurements should be provided for the proposed driveway to ensure that adequate sight distance is available. b. The location of the pool equipment and pool fence should be shown on the site plan. c. The Overall Existing Conditions plan contains a tree removal list. The list should be divided into the number of trees to be removed from each proposed lot. The plans should then be revised to note the number of replacement trees that are required pursuant to Chapter 235 of the Village Code. d. Proposed grading on Lot 3 is shown within the dripline of existing trees#95, #96, #97 and#98 that provide screening of the new house from the existing house located to the west. These trees have been labeled as"to remain." However, the grading would damage the roots and the trees may not survive. Every effort should be made to develop a site plan that protects and preserves as many existing trees as possible on the new lot. e. We recommend that an overall landscaping plan be included in the plan set that shows the proposed landscaping for all 3 lots to ensure that the plantings are placed appropriately in relation to the other lots. We look forward to discussion with the Board. Sarah L. Brown, AICP Principal Planner cc: Honorable Mayor and the Village Board of Trustees Christopher Bradbury, Village Administrator Michal Nowak, Superintendent of Public Works/Village Engineer Drew Victoria Gamils, Esq., Village Attorney Rick Bohlander, P.E., for the Applicant ii SEP 2 9 2022 TABLE S-1 TRA VEL SPEED SUR VEY LOCATION: Betsy Brown Road,Rye Brook,NY DATE: 9/12/2022 AT: Elmhill Drive DIRECTION: Southbound TIME: 1:30 PM-2:15 PM # MPH # MPH 1 20 9 17 2 20 10 15 3 18 11 15 4 18 12 16 5 20 13 13 6 18 14 17 7 17 15 20(2) 8 15 - - Posted Speed Limit: 30 mph 85th Percentile Speed: 20 mph Desirable Stopping Sight Distance for looking left from stop SSD=1.47 V t+VZ/(30 x(a/32.2)±G)= 1.47(20)(2.5)+20'/(30 x(11.2/32.2)+.03)= 115 ft Notes: 1.Measured speeds were taken as vehicles completed a right turn From Betsy Brown Road onto Elmhill Drive due to the limited vehicular traffic along Betsy Brown Road sotugh of Elm Hill Drive 2.Vehicle was recorded taveling along Betsy Brown Road past Elmhill Drive P:\2022\22029WDMM022-09-12 Speed Study.xlsx;Betsy SB.tab a TABLE S-2 TRA VEL SPEED SUR VEY LOCATION: Elm Hill Drive,Rye Brook,NY DATE: 9/12/2022 AT: 75'West of Betsy Brown Road DIRECTION: Westbound TIME: 2:15 PM-3:00 PM # MPH # MPH 1 24 13 19 2 17 14 23 3 14 15 21 4 20 16 19 5 15 17 19 6 17 18 18 7 13 19 20 8 16 20 19 9 20 21 1 19 10 19 22 19 11 19 23 17 12 18 24 23 Posted Speed Limit: 30 mph 85th Percentile Speed: 21 mph Desirable Stopping Sight Distance for left turn from stop(looking right) SSD= 1.47 V t+VZ/(30 x(a/32.2)±G)=1.47(21)(2.5)+21Z/(30 x(11.2/32.2)+.09)=110 ft P:\2022\22029WDMM022-09-12 Speed Study.xlsx;Elm WB.tab • TABLE S-3 TRAVEL SPEED SURVEY LOCATION: Elm Hill Drive,Rye Brook,NY DATE: 9/12/2022 AT: Horshoe Lane Eastern Instersection DIRECTION: Eastbound TIME: 2:15 PM-3:00 PM # MPH t# MPH 1 15 7 25 2 23 8 20 3 16 9 22 4 20 10 24 5 17 II 15 6 17 Posted Speed Limit:30 mph 85th Percentile Speed: 24 mph Desirable Stopping Sight Distance for right turn from stop(looking left) SSD= 1.47 V t+VZ/(30 x(a/32.2)fG)=1.47(24)(2.5)+242/(30 x(11.2/32.2)-.05)=155 ft P:\2022\22029WDMM022-09-12 Speed Study.xlsx;Elm EB.tab Site Planning Environmental Studies Civil Engineering Entitlements Landscape Architecture Construction Services Land Surveying 3D Visualization Transportation Engineering Laser Scanning May 31, 2022 R E r C� Michal Nowak, Superintendent of Public Works L Rye Brook Village Hall It IAj _ 7 2022 938 King Street t�_�4—_ Rye Brook, New York 10573 VILLAGE OF RYE BROOK BUILDING DEPARTMENT RE: JMC Project 22029 Proposed 3 Lot Subdivision 2 Elm Hill Drive Village of Rye Brook, New York Proposed 3 Lot Subdivision — Initial Submission Dear Mr. Nowak, We are pleased to submit eight (8) copies of the following documents, on behalf of Mr. Alex Zoldan, which are being submitted for your initial review of the proposed 3 lot subdivision of the 2 Elm Hill Drive property and the subsequential construction of 3 residences on each of these new lots, and to also be placed on the agenda for the next Planning Board meeting on June 9th. The lot currently contains a single-family home that will have to be demolished to accommodate the proposed construction. I. JMC Drawings: Lot I — Drawings C-00 I "Cover Sheet" 05/16/2022 C-100 "Overall Existing Conditions Map & Demolition Plan" 05/16/2022 C-101 "Overall Site Plan" 05/16/2022 C-201 "Erosion and Sediment Control Plan — Lot I" 05/16/2022 C-301 "Layout and Landscaping Plan — Lot 1" 05/16/2022 C-401 "Grading and Utilities Plan — Lot 1" 05/1612022 L-100 "Landscaping Plan — Lot 1" 05/16/2022 C-900 "Site Details" 05/16/2022 C-901 "Site Details" 05/16/2022 C-902 "Site Details" 05/16/2022 C-903 "Site Details" 05/16/2022 Lot 2 — Drawings C-002 "Cover Sheet" 05/16/2022 C-100 "Overall Existing Conditions Map & JMC Planning Engineering Landscape Architecture& Land Surveying, PLLC I JMC Site Development Consultants, LLC 120 BEDFORD ROAD I ARMONK,NY 10504 1914,273.5225 1 MAIL@JMCPLLC.COM I JMCPLLC.COM Demolition Plan" 05/16/2022 C-101 "Overall Site Plan" 05/16/2022 C-202 "Erosion and Sediment Control Plan — Lot 2" 05/16/2022 C-302 "Layout and Landscaping Plan — Lot 2" 05/16/2022 C-402 "Grading and Utilities Plan — Lot 2" 05/16/2022 L-101 "Landscaping Plan — Lot 2" 05/16/2022 C-900 "Site Details" 05/16/2022 C-901 "Site Details" 05/16/2022 C-902 "Site Details" 05/16/2022 C-903 "Site Details" 05/16/2022 Lot 3 — Drawings C-003 "Cover Sheet' 05/16/2022 C-100 "Overall Existing Conditions Map & Demolition Plan" 05/16/2022 C-101 "Overall Site Plan" 05/16/2022 C-203 "Erosion and Sediment Control Plan — Lot 3" 05/16/2022 C-303 "Layout and Landscaping Plan — Lot 3" 05/16/2022 C-403 "Grading and Utilities Plan — Lot 3" 05/16/2022 L-102 "Landscaping Plan — Lot 3" 05/16/2022 C-900 "Site Details" 05/16/2022 C-901 "Site Details" 05/16/2022 C-902 "Site Details" 05/16/2022 C-903 "Site Details" 05/16/2022 2. NYSDEC Long Form EAF, signed and dated 05/27/2022. 3. Preliminary Subdivision Map, prepared by Ward Carpenter Engineers and dated 05126/2022. We trust that the enclosed documents are sufficient for your initial review of the proposed 3 lot subdivision and to also be placed on the agenda for the next Planning Board meeting on June 9`h. In the interim, should you have any questions, or require any additional information, please do not hesitate to contact us at (914) 273-5225. Sincerely, _ _- i JMC Plannin//r, n jn ering I nape Architecture & Land Surveying, PLLC j Rick Bohland Project Manager pA20221210291adminVtnowak 05-31-2022.docx 2 Building Permit Check List&Zoning Analysis r Address: 7i �.-l�� .a{ LD SBL: Zoned-t Z Use: ff Zt o Const.Type:--TJ-S- Other Submittal Date: l Z"Z. Revisions Submittal Dates: Applicant: :777 i . Nature of Work °,S Gam) Reviews:zBA: J UN 1 3 2022 pB. BOT. Other: FEES:Filin ( ( ) g. BP: C/O: Flood Plane: Legalization: APP: Dated Notarized: ✓ SBL: ✓ Truss I.D. -ross Connection: ✓ H.O.A.: ( ( ) Scenic Roads: Steep Slopes: Wetlands: Storm Water Review Street Opening. ( ) (•�ENVIRO:Long. -✓ Short: Fees: -Z--00• N/A. ( ) (� SITE PLAN:Tops -✓Site Protection: ✓ S/W Mgmt.: ✓ Tree Plan: ✓Other. ( ) ( SURVEY:Dated S(L b (Z z Current: ,/Archival Sealed; ✓ Unacceptable: (� ( ) PLANS:Date Stamped Sealed Copies: Electronic Other: (� ( ) License: Workers Comp: Liability Comp.Waiver. Other: (•� ( ) CODE 753#: 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: (a✓ ( ) 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. 2020 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. GARB mtg.date: '11� approval ( V6 'L(i Z otes: ( )ZBA mtg.date: approval• notes: PB mtg.dataZa6Q2wapprovah notes: REQUIRED EXISTING PROPOSED NOTES APPROVED Arm- L-z . S t,. s 05 2 3 e> �k G llI �'2, Cirde: l�� ' �" l '� -� r F-r��' Sg• 3�— S� o Front: 3 S' sides• ► 4'� - Z3 3.5 6L, Main Cov 1 10�2, Ft.H S Sd.H/Sb• _ , 03- cp�L a& y k'bz �z - y (o ,oti Tot 7,b b Z(()3 FLI g: I J°* Paz& g: Z Hight/Stories: o notes: '�' Ll CJ Residential Building Permit Fee Work Sheet Permit#: Date Issued SBL: Zone: Address: Z—L Aj%L- L- � /l— L-o-7 Z 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 $300.00 x $I5.00/$I,000.00 Basement Sq. Ft. x $65.00 x $I5.00/$I,000.00 -------------------------------------------------------------------------------------------------------------------- New Constnution Sq.Ft. • New Construction Cost • Building Peanit Fee Basement= sq.ft.x$65.00 =$ Q v ��5 x$I5.00/$I,000.00=$ L 15 Cx> Attached Garage= sq. ft.x$300.00= $ x$I5.00/$I,000.00= $ W/4&cL, I"Fl. = ZZ` Li sq. ft.x$300.00= $ �073�Zoe �x$I5.00/$I,000.00= $ - 2"d Fl. = S 0 7— sq.ft.x$300.00 = $ S? (0 J'.o x$I5.00/$I,000.00= $ o r-t-S 2 . 3`d Fl. = sq.ft.x$300.00= $ x$I5.00/$I,000.00= $ 4,1 Fl. = sq.ft.x $300.00= $ x$I5.00/$I,000.00= $ Tota .ff.='-_ �sq.ft. Total Cost= $ Total B.P.Fee= $ 5 I Total Amount Paid= $ Total Amount Due = $ Date: Signed: Building Permit Check List&Zoning Analysis Address: Z Fit,,• -t> ky?—, SBL: 1 Zone: t Z Use: Z Const.Type: ­2'� Other. Submittal Date: t'Z 30 2l Revisions Submittal Dates: :EL-1 z-Z r & Applicant __ , Ca V vr.%ik% Nature of Work:_ 'S — L o �o�n>t\s l o Reviews:ZBA: J U N 1 3 1011 pB; BOT: Other: NEED OK_ FEES:Filing. Z 8 S'D. �BP: C/O: Flood Plane: Legalization: APP: Dated: ✓ Notarized: ✓ SBL: ✓ Truss I.D. Cross Connection: H.O.A.: ( ( ) Scenic Roads: Steep Slopes: Wetlands; Storm Water Review: Street Opening. ( ) (✓S ENVIRO:Long. ✓ Short Fees: 7ZS ' Z ' Z^,� . N/A.- SITE PLAN:Topo: S' Protection; SAV Mgmt.: Tree Plan Other. ( ) (,�SURVEY:Dated. l Zy Current: ✓" Archival: Sealed: -"*' Unacceptable: ( ) ( ) PLANS:Date Stamped Sealed: Copies: Flectronir. Other ( ) ( ) License: Workers Comp: Liability Comp.Waiver. Other ( ) ( ) CODE 753#: Dated: N/A. ( ) ( ) HI Dated. ELECTRICAL:Plans: Permit D 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: Pen-nit: N/A: Other. ( ) ( ) H.V.A.C.: Plans: Permit N/A Other. ( ) ( ) FUEL TANK:Plans: Pernut Fuel Type: Other. O O 2020 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 pproval• otes: REOURED EXIMNG PROPOSED NOTES A m x 12,S k (p SO Circle: Froatn Front Front: SisigF: Rmr. Main Cor. Accs.Cov Ft.H S : S .HS : SF—k. Tot,Imn : Ft.Ia' Hcight/Stories• d''11 E1.F u, ..h.,.,�F.,,.,t S '��£ � 14 Z•1- �ft� ro,DT f� Za f.f a O� Qom, . l� — to BUILDING DEPARTMENT VIL 'AGE OF RYE BROOK j 938 KING ET RYE BROOK,NY 10573 4 *********************************************************************************************************** ARCHITECTURAL REVIEW BOARD CHECK LIST FOR APPLICANTS This form must be completed and signed by the applicant of record and a copy shall be submitted to the Building Department prior to attending the ARB meeting. Applicants failing to submit a copy of this check list will be removed from the ARB agenda. Job Address: 7 fte 1*1w Y-1dP fv'E /1"Dck Date of Sub 'ssion: Parcel ID#: \2x�;•S) 1 - I Zone: Proposed Improvement(Describe in detail): APPLICANT CHECK LIST: w-r }a�i5i�,v /��j -l►L MUST BE COMPLETED BY THE APPLICANT "'�� ��✓ ,�.L 3 - � S'�'� h The following items must be submitted to the Building 6'1LA Lor Department by the applicant-no exceptions. Property Owner: <��ii1��- _ 1. (, ),Completed Application — II 2. ( Lyfwo(2)sets of sealed plans. (one full size(maximum Address win 6 allowable plan size=36"x 42")and one I 1"xl7') 3. ( LTwo(2)copies of the property survey. Phone# Li(T119 ) � 7� 4. ( o(2)copies of the proposed site plan. Applicant appearing before the Board: 5. ( One electronic/disc copy of the complete -t c,L toN application materials. At�X . ( Filing Fee. Address: �4- 1:P We i 1A4 ?,uc N� 7. ( )Any supporting documentation. ' -Z 8. ( )HOA approval letter. (ifapplicable) Phone# �01' Z��' �25 9. ( )Photographs. Architect/Engineer: �M(.l�Ll.(,-t?-ct,l� Lj0V%LAA-A.61 10.( )Samples of finishes/color chart. (a sample board or q h_ 3's model may be presented the night of the meeting) Phone# By signature below, the owner/applicant acknowledges that he/she has read the complete Building Permit Instructions&Procedures, and that their application is complete in all respects. The Board of Review reserves the right to refuse to hear any application not meeting the requirements contained herein. Sworn to before me this Sworn to before me this day of 4WA2 _ , 20 day of J V ,20 a;,, NY SibAblre of Pr erty Owner of A icant Print Name of PropIty owner Print Name of Applicant Notary Public Notary Public KIMB RLY ROMANINO KIMBERLY ROMA INO NOTARY PUBLIC-STATE OF NEW YORK NOTARY PUBLIC-STATE OF NEW YORK No. O1 R06134291 No. O1 R06134291 Auahiied I., Putnam County 9uahiled In Putnam County, My Commission Expires September 26, My Comrrilsslon Expires September 26, 8/12/2021 QCI LDI.M�,DEPARTMENTjD VILLACE OF RY.9ARoOK RNOV - 2 2022 938 KINC,,STET RYE BROOK,NY 10573 KI4 9 9-066ii VILLAGE OF RYE BROOK BUILDING DEPARTMENT rwwwwwwrrrrrwrtw*rtrr••rr«rrrrwrrrt«wrrrrrrrrfrrrrrrrrrrs�wrtr.rrr««rrr4rtr«rt«rrrtrtrtr«rerrrrrrrrw,trrrrtwrtrrtrt�raaar ARCHITECTURAL REVIEW BOARD CHECK LIST FOR APPLICANTS This form must be completed and signed by the applicant of record and a copy shall be submitted to the Building Department prior to attending the ARB meeting. Applicants failing to submit a copy of this check list will be removed from the ARB agenda. Job Address: /�V e ` Date of-Submission: Ill R. ZJ 5 —I_Zone:-(Z- 2 -Z 2 7 P7�u lmproWe,n t(Describe in detail): r�1 APPLICAI\T HECK LJ- _..__ - Nit r BF. C'utiu'l-r 1 +.t) B)' 7'1iF Appi 1( „ t - The following itctns must be submitted to the Building _. Department by the applicant-no exceptions. Property Owner: ,�` .L G 1- (4fCompleted Application Address: i 1J J �„ntC w•o(2)set.of scaled plans. i Phone T `— ��2 �) � n . l4( Two(2)copies of the:property survey. — 4. (✓rT'wo 12)copics of the proposed site plan. Applicant appearing before the Roard: S. (,.'Onc electronic/disc copy of the complete -AI-P-A application materials. pp 6. ( ling Fee. Address l_i U �1`) u o�LM 7. ( Any supporting documentation. Phone# 8. ( ) HOA approval letter. (1Jopp1h-ahh)1# �- y. (�Photographs. ArchitccUEngineer: A 104 )Samples of rmishes/color chart. (u xamrlr howrd r,r 1-_q I model mm 1k c:.cntcd the night q The mr'-UnX/ Phone-• l -�� By signature below, the owner/applicant acknowledges that he/she has read the complete Building Permit Instructions&Procedures,and that their application is complete in all respects. The Board of Review reserves the right to refuse to hear any application not meeting the requirements contained herein. Sworn to beforr me thin Sworn to before ute thisdA ` Or Vem ?!) vorl • 20�� sigmttur�f rrvt+rn„U r �Gf� 51 yturc of Alican �` dAam of Croper:y 0% L (l�� I'nnt�amr crf Applicant Bolan+Putf:rc _ � �c ry Pui+liC TRICIA SEWELL lit Ft4otary Public State of New NO. 01SE6164490 TRICIA SEWELL Qualified it Kmvs Court/ Notary Public-State of New York ommission Lxp ms Apr 23. 202 1 NO. OISE6164490 Qualified in Kings Courty My Commission Exp,r(,s Apr 23. 2023 tul:2n.l Site Planning Environmental Studies Civil Engineering Entitlements Landscape Architecture Construction Services Land Surveying 3D Visualization Transportation Engineering Laser Scanning May 31, 2022 D [ECIEMED Michal Nowak, Superintendent of Public Works JUN - 7 2022 Rye Brook Village Hall 938 King Street VILLAGE OF RYE BROOK Rye Brook, New York 10573 BUILDING DEPARTMENT RE: JMC Project 22029 Proposed 3 Lot Subdivision 2 Elm Hill Drive Village of Rye Brook, New York Proposed 3 Lot Subdivision — Initial Submission Dear Mr. Nowak, We are pleased to submit eight (8) copies of the following documents, on behalf of Mr. Alex Zoldan, which are being submitted for your initial review of the proposed 3 lot subdivision of the 2 Elm Hill Drive property and the subsequential construction of 3 residences on each of these new lots, and to also be placed on the agenda for the next Planning Board meeting on June 9th. The lot currently contains a single-family home that will have to be demolished to accommodate the proposed construction. I. JMC Drawings: Lot I — Drawings C-00 I "Cover Sheet" 05/16/2022 C-100 "Overall Existing Conditions Map & Demolition Plan" 05/16/2022 C-101 "Overall Site Plan" 05/16/2022 C-201 "Erosion and Sediment Control Plan — Lot I" 05/16/2022 C-301 "Layout and Landscaping Plan — Lot 1" 05/16/2022 C-401 "Grading and Utilities Plan — Lot 1" 05/16/2022 L-100 "Landscaping Plan — Lot 1" 05/16/2022 C-900 "Site Details" 05/16/2022 C-901 "Site Details" 05/16/2022 C-902 "Site Details" 05/16/2022 C-903 "Site Details" 05/16/2022 Lot 2 — Drawings C-002 "Cover Sheet" 05/16/2022 C-100 "Overall Existing Conditions Map & JMC Planning Engineering Landscape Architecture & Land Surveying, PLLC I JMC Site Development Consultants, LLC 120 BEDFORD ROAD I ARMONK, NY 10504 1914.273.5225 1 MAIL@JMCPLLC.COM I JMCPLLC.COM Ile Demolition Plan" 05/16/2022 C-101 "Overall Site Plan" 05/16/2022 C-202 "Erosion and Sediment Control Plan — Lot 2" 05/16/2022 C-302 "Layout and Landscaping Plan — Lot 2" 05/16/2022 C-402 "Grading and Utilities Plan — Lot 2" 05/16/2022 L-101 "Landscaping Plan — Lot 2" 05/16/2022 C-900 "Site Details" 05/16/2022 C-901 "Site Details" 05/16/2022 C-902 "Site Details" 05/16/2022 C-903 "Site Details" 05/16/2022 Lot 3 — Drawings C-003 "Cover Sheet" 05/16/2022 C-100 "Overall Existing Conditions Map & Demolition Plan" 05/16/2022 C-101 "Overall Site Plan" 05/16/2022 C-203 "Erosion and Sediment Control Plan — Lot 3" 05/16/2022 C-303 "Layout and Landscaping Plan — Lot 3" 05/16/2022 C-403 "Grading and Utilities Plan — Lot 3" 05/16/2022 L-102 "Landscaping Plan — Lot 3" 05/16/2022 C-900 "Site Details" 05/16/2022 C-901 "Site Details" 05/16/2022 C-902 "Site Details" 05/16/2022 C-903 "Site Details" 05/16/2022 2. NYSDEC Long Form EAF, signed and dated 05/27/2022. 3. Preliminary Subdivision Map, prepared by Ward Carpenter Engineers and dated 05/26/2022. We trust that the enclosed documents are sufficient for your initial review of the proposed 3 lot subdivision and to also be placed on the agenda for the next Planning Board meeting on June 9`h. In the interim, should you have any questions, or require any additional information, please do not hesitate to contact us at (914) 273-5225. Sincerely, i JMC P rj�4ergPE i Landscape Architecture & Land Surveying, PLLC B Project Manager p:\2022\22029\adminVtnowok 05-31-2022.docx 2 yE DR(w Village of Rye Brook ML MR Agenda FB SE O y Architectural Review Board Meeting AC SF Wednesday, November 16, 2022 at 7:30 PM M Village Hall, 938 King Street J 1. ITEMS: 1.1. #5786 (Consent Agenda) Daniel Marks &Yael Marks 18 Hillandale Road Rooftop solar array. 1.2. #5787 (Consent Agenda) Chris John&Seba Samuel John 11 Legendary Circle Rooftop solar array. 1.3. #5788 (Consent Agenda) David Lawrence&Marjorie Lawrence 15 Magnolia Drive Rooftop solar array. 1.4. #5789 (Consent Agenda) Dean DiLeo&Gail DiLeo 9 Beacon Lane Rooftop solar array. 1.5. #5790 (Consent Agenda) Felipe Blasques Lombardi&Alessandra Edwiges Naves de Jesus 109-1 Lincoln Avenue aka 1 Blind Brook Terrace 4' high black aluminum picket fence. 1.6. #5791 (Consent Agenda) Janina Rzeszutkowski 48 Tamarack Road Replace driveway&driveway retaining walls. Consent Agenda Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes Page 1 of 4 Architectural Review Board November 16,2022 1.7. #5652 Abhinav Gautam&Pooja Singh 11 Berkley Drive Changes to windows and doors; fireplace bump out. (Amendment to Prior Approval) Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.8. #5077 Lawrence Rose&Lauren Rose 39 Meadowlark Road Rear deck. (Amendment to Prior Approval) Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.9. #5792 Colin McGovern&Andrea McGovern 11 Churchill Road 2nd floor addition, new front portico,interior and exterior alterations. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.10. #5793 Keith Cheung&Jessica Luk 14 Rock Ridge Drive Enclose front porch. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes Page 2 of 4 • Architectural Review Board November 16,2022 1.11. #5794 Win Ridge Realty LLC 5A Rye Ridge Plaza New storefront. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.12. #5737 JPS Edgewood LLC 6 Edgewood Drive Changes to garage doors &metal roof. (Amendment to Prior Approval) Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.13. #5795 Washington Park Plaza Associates (American Prime Restaurant) 275 South Ridge Street New aluminum awning w/ lights. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.14. #5796 2 Elm Hill LLC 2 Elm Hill Drive-Lot#2 New single family dwelling w/ finished basement.�) Approvals: Motion C-6� Second Pe— Abstention Aye; Nay;�� Adjournment; Notes Page 3 of 4 + Architectural Review Board November 16,2022 1.15. #5797 2 Elm Hill LLC 2 Elm Hill Drive-Lot#3 New single family dwelling w/ finished basement&existing swimming pool to remain. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes NEXT MEETING: December 21, 2022 Page 4 of 4 Spearman Architectural Design PC architecture . design planning To: Architectural Review Board and Building Inspector Town of Rye Brook, NY RE: 2 Elm Hill-The Homes at Crawford Park Subdivision, LOT #2 and LOT#3 Roof GAF Lifetime Timberline HD in `Charcoal -Gray' Metal Roofing Standing seam Aluminum, Krynar coated color `Charcoal Gray' Siding Hardiplank textured `Select CedarMill' 6" exposure lap siding in `White Picket Fence' Stucco Medium Gray at exposed areas Cornerboards Azek 3" in `White' Windows Andersen 400 series, with interior divides per elevations in `Black' Rear French doors Andersen 400 series in `Black' Trim at windows Azek trim in `White' Portico Azek trim `White' at new portico, with `Cedar' stained wood ceiling Columns Permacast 8" plain recessed panel, simple beveled cap and base `White' Post and rail Timbertech-Black metal ballusters w/Walnut top rail Deck Timbertech `Edge'- in color `Coconut Husk' Spiral Stair Paragon Stairs-Aluminum metal in powder coated Black Sun Tunnels Velux, low profile TGF series (rear only) Front Door/Sidelights Wood look, fibreglass in color `Rustic Clay' stain/color Patios/Paths Bluestone in mosaic cut (no reds) I look forward to further presenting and discussing these finishes. Trevor Spearman R.A. 11-02-22 914.769.0012 245 saw mill river road#106.hawthorne.ny 10532 info@spearmanarch itectura l.com 1 G " 3 I�r I 1 G •iF l• to En N � C • L -� W N ✓ �- C) 7RQM P to i C n L~ w � U � � �`asst►i U o �. LIJe ction fn Z 3 W Q' s rs ✓p C` a Q � j a O W y u OLL, �e Z > 4' �ll�iyU1,� � � � y� O lCts)►i «1C»), W A V J L N N CJ N OD gw- OC VOW 1—W- mi, -_ n.. GARDE-2 ACORO CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYI) �� 03/03/2023 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 845-278-7070 ffAJACT Brendan Mulvihill Feehan Insurance Agency PHONE 84&278-7070 FAX 846-278-2886 P.O.Box 870 No,E<t: _ (MC,No): Carmel,NY 10512 ren nm@eikii6insuranco.com Brendan Mulvihill ANSUR AFFORDING COVERAGE __ NAIC i - A:Sdaetiva Ins Co of America 12572 NardenU aRED INSURER B:Street Construction Inc -- 7 Garden Street INSURER c Brewster,NY 10509 INSURER o INSURERS: INSURER F: COVERAGES CERTIFICATE NUMBERt REVISION NUMBER6 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 LTR ---FADDL`SUBR POLICY NUMBER POLICY EFP POLICY EXP --- ----- LIMITS - —------- INSO A X 'COMMERCWL GENERAL LIABILnY 1.000,000 _ EACH OCCURRENCE — CLAIMS-MADE X!; OCCUR X 3 2511917 12/29/2022 1I20�3 DAMAGE TO RENTED 500,000 MED EXP oneperson) 15,000 PERSONAL&ADV INJURY 8 1,000,000 GE 1 AGGREGATE LIMIT APP IES PER. GENERAL AGGREGATE S 3,000,000 X I POLICY�I Ppi LOC PRODUCTS-COMP/OP AGG _ 3,000,000 -OTHER AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO BODILY INJURY Per person)_: _ OWNED SCHEDULED AUTOS ONLY AUUTNOSSWN�p BODILY INJURY(Per_accidentl I__ AUTOS ONLY AUTOS ONLY �ax G nt AGE— $ -— MMEI.LA LU1e HOCCUR EACH OCCURRENCE 1111 EXCEai LL42 CLAIMS-MADE AGGREGATE DED RETENTION i WORKERS COMPENSATION 7 OTH- AND EMPLOYERS'LL4BILITY I ER ANY PROPRIETORlPARTNEWEXECUTIVE E.L.EACH ACCIDENT OFFICER/MEMBER EXCLUDE09 NIA ! - (Mandatory n NH) E.L.DISEASE-EA EMPLOYE If es,de—be under S IPTION OF OPERATIONS below L.L.DISF-ASE-POLICY LIN41T DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101.Additional Remarks Schedule,may be attached If mom apace Is required) Certificate Holder is included as additional insured. 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. Building Department 938 King Street AUTHORIZED REPRESENTATIVE Rye Brook, NY 10573 ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD fi� NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE o a ^^^A^ 873951545 FEEHAN INSURANCE AGENCY PO BOX 870 CARMEL NY 10512 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER GARDEN STREET CONSTRUCTION INC VILLAGE OF RYE BROOK 7 GARDEN STREET BUILDING DEPARTMENT BREWSTER NY 10509 938 KING ST RYE BROOK NY 10573 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE W2561798-6 930501 12/30/2022 TO 12/30/2023 3/3/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2561798-6, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:I/WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT ALICJA GRYS GARDEN STREET CONSTRUCTION INC (1 OF 1) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SU NCE FUND 7 �V DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 162834552 a � a j ♦ A A 'i:. v I:ii P i •/ ,.e` i 1, r /1r .w/1. Yl► � '.e► v,�.. 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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(les)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 NON CT Acrisure Insurance Partners Services of NY,LLC A/CNNo 90 S.Ridge Street No,Et): 914 9374230 1 FAIc,No: 914 937-1124 Rye Brook,NY 10573 Ai 33.certificates@clglnsurance.com INSURERS AFFORDING COVERAGE NAIL 0 INSURER A:Now York Marine&General Insurance Company 16608 INSURED - ----------------- IINSURER B Halstead-Quinn Petroleum Co.,Inc. INSURERC: 33 Hubbells Drive INSURERD: Mount Kisco,NY 10549 INSURER E 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 ADDL SUER POLICY NUMBER POLICY EFF POLICY EXPLTR LIMITS A I X COMMERCIAL GENERAL LIABILITY 1,000,000 EACH OCCURRENCE CLAIMS-MADE ❑X OCCUR PK202300018638 8/1/2024 8/112025 DAMAGE TO RENTED 100,000 a Qrwf[nce) MED EXP(Any oneperson) 5,000 ^PERSONAL&ADV INJURY__i 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE _._ 2,000,000 X POLICY jEPT LOC i PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: EBL AGGREGATE 1,000,000 A AUTOMOBILE LIABILITY ( COMBINED SINGLE LIMIT 1,000.000 (Ea_accident)__ _ _S X ANY AUTO _ AU202300017114 8/1/2024 I W112025 BODILY INJURY(Per person) S AIURTEOS ONLY WNED AUTNOSSULEDp BODILY INJURY Per accident I S -..1 AUTOS ONLY AUTOS ONLY Pe�acEdRdeennt AMAGE A X I UMBRELLA LIAB X 1 OCCUR EACH OCCURRENCE S 5,000,000 _ EXCESS LL AB CLAIMS-MADE 81112024 811I2025 AGGREGATE___ s 5,000,000 DIED ' X RETENTIONS 0 WORKERS COMPENSATION IPER OTH- 'AND EMPLOYERS'LIABILITY YIN I -. E R ANY PROPRIETOR/PARTNER/EXECUTIVE a E.L.EACH ACCIDENT. - OFFICERIN19MBT EXCLUDED? NIA ; is (Mandatory n N ) E.L.DISEASE-EA EMPLOYEE If yes,describe under DESCRIPTION OF OPERATIONS below I I I E.L.DISEASE-POLICY LIMIT t DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Certificate holder Is included as Additional Insured where required by contract or agreement with regard to liability arising out of the Insured's operations per the terms and conditions of the referenced general liability,auto,and umbrella policies. Village of Rye Brook is included as Additional Insured where required by contract or agreement with regardto liability arising out of the Insured's operations per the terms and conditions of the referenced general liability,auto,and umbrella policies. 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 9 Y ACCORDANCE WITH THE POLICY PROVISIONS. 938 King Street Rye Brook,NY 10573 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) � 0 ^A A A A A 510423602 KEEVILY,SPERO-WHITELAW INC. 500 MAMARONECK AVENUE 0v' ' i HARRISON NY 10528 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER HALSTEAD-QUINN PETROLEUM CO, INC. VILLAGE OF RYE BROOK 33 HUBBELLS DRIVE BUILDING DEPARTMENT MOUNT KISCO NY 10549 938 KING STREET RYE BROOK NY 10573 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE G2090 374-6 615693 05/01/2024 TO 05/01/2025 8/19/2024 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2090 374-6, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/M/WW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SUR NCE FUND T �/ DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:883609479 U-26.3 ESHEA-1 OP ID7 MC ACORO CERTIFICATE OF LIABILITY INSURANCE DATE 02/26/202 YY) �i 02/26/2025 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 914-220-1412 CONTACT MAC Insurance Agency MAC Insurance Agency Inc. PHONE 914-220-1412 FAx 27 Cleveland Street A/c No Ext: A/C No: Valhalla,NY 10595 E O NWRE L INSURERS)AFFORDING COVERAGE NAIC N ImMOPIR A:Atlantic Casualty Ins.Co. 42846 IN URED INSURER •United States Liability Ins.Co E. . Heating &Cooling Svcs. Inc. 6 Emerson PI INSURER : Montrose,NY 10548 INSURER D: INSURER E: 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 TYPEOFINSURANCE ADDL SUB POLICYNUMBEIR POLICY EFF POLICY EXPITR MMmmy LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE E 2'000'�0 CLAIMS-MADE [X]OCCUR X L261007686-1 09/02/2024 09/02/2025 DAMAGE TO RENTED $ 500,000 MED EXP(Any oneperson) $ 10,000 PERSONAL&ADV INJURY $ 2r000r000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 4,000,000 POLICY inT LDC PRODUCTS-COMP/OP AGG $ 4,000,000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT = ANY AUTO BODILY INJURY Perperson) $ OWNED F SCHEDULED H L I $ AUTOS ONLY AU UpTNOpSyy E BODILY INJURY Per accident $ AUTOS ONLY AUTOS ONL� P�t0F.ERid'�AMAGE a B UMBRELLA LAB X OCCUR EACH OCCURRENCE $ 5,000,000 X EXCESS LAB CLAIMS-MADE X XL 1605936D 09/02/12024 09/02/2025 AGGREGATE $ DED I I RETENTION$ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y I N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT E OFFICER/MEMBER EXCLUDED? NIA -- (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATION below E.L. I POLICY LIMIT DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Village of Rye Brook is included as Additional Insured as per written contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Village of Rye Brook ACCORDANCE WITH THE POLICY PROVISIONS. 938 King St Rye Brook, NY 10573 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 2/26/25.9:37 AM Certificate of NYS Workers'Compensation Insurance Coverage CERTIFICATE OF NEW � O K Workers' NYS WORKERS'COMPENSATION INSURANCE COVERAGE STATE Compensation Board Insured Detail I a.Legal Name and address of Insured(Use street address only) lb.Business Telephone Number of Insured E.S.Heating&Cooling Svcs.Inc. 914-382-7345 6 Emerson Pl Montrose,NY 10548 le.NYS Unemployment Insurance Employer Registration Number of Insured 1 d.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured(Only required if coverage is specifically limited to 842646836 certain location in New York State,i.e.a Wrap-Up Policy) 2.Name and Address of the Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Technology Insurance Company,Inc. Village of Rye Brook 938 King St 3b.Policy Number of entity listed in box"la": Rye Brook,NY 10573 TWC4480777 3c.Policy effective period: 9/2/2024 to 9/2/2025 3d.The Proprietor,Partners or Executive Officers are: 0 included(Only check box if all partners/officers included) 0 all excluded or certain partners/officers excluded This certifies that the insurance carrier indicated above in box"3"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 listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums 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 Certificate 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. This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend,extend or alter the coverage afforded by the policy listed,nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note:Upon 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: Matt Zender (Print name of authorized representative or licensed agent of insurance carrier) Approved By: 2/26/2025 (Signature) (Date) Title: Senior Vice President https://wc.amtrustgroup.com/ANAWC/PolicyNYCertificateOfW clns.aspx?lndexid-502209&I nstanceld-d 54af63e-fcd9-4fb9-8e42-303a 112557e5 1/2 l DATE(MM/D D(YYYY) ACC�RO CERTIFICATE OF LIABILITY INSURANCE `� 02/06/2025 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 endorsement(s). PRODUCER CONTACT NAME: R.McCarthy GRBM, Inc. �AJCN o . (845)878-9293 (FAX No; (845)878-3769 39 Old Doansburg Road E-MAIL ADDRESS: m ADDRESS: 9 rY@grbminc.co INSUREII AFFORDING COVERAGE NAIC S Brewster NY 10509 INSURER A: Houston Specialty Insurance Company 12936 INSURED INSURER B: National Grange Mutual Insurance Company 14788 Branler Limited DBA Affordable Fire Protection INSURERC: P.O.BOX 315 INSURER D INSURER E Cross River NY 10518 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 I TYPE OF INSURANCE ADDL SUBR POUCY EFF POLICY EXP LT POLICY NUMBER MM/DD MM/DD LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE /` OCCUR DAMAGE TO RENTED PREMISES Ea occurrence) $ 50,000 X Contractual Liability MED EXP(Any one person) $ 5,000 A Y Y ESB-HS-GL-0000130-03 05/06/2024 05/06/2025 PERSONAL BADVINJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY 0 JECOT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LLABYJTY COMBINED SINGLE LIMIT $ Ea accident 1,000,000 ANY AUTO BODILY INJURY(Per person) $ B OWNED �/ SCHEDULED AUTOS ONLY /� AUTOS B1 K0050N 04/27/2024 04/27/2025 BODILY INJURY(Per accident) $ XHIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY /� AUTOS ONLY per accdent $ $ UMBRELLA LAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE I ER ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED? ❑ N/A E.L.EACH ACCIDENT $ (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Village of Rye Brook is listed as additional insured. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Village of Rye Brook ACCORDANCE WITH THE POLICY PROVISIONS. 938 King St AUTHORIZED REPRESENTATIVE Rye Brook, NY 10573 - ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD YOR Workers' CERTIFICATE OF STATE Compensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE Board 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured Branler LTD 845-590-9078 DBA/TA Affordable Fire Protection 1c.NYS Unemployment Insurance Employer Registration Number of PO Box 315 Insured Cross River NY 10518 Work Location of Insured(Only required if coverage is specifically limited to 1 d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 26-4695646 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) NorGUARD Insurance Company Village of Rye Brook 938 King St 3b.Policy Number of Entity Listed in Box"1 a" Rye Brook, NY 10573 BRWC511896 3c. Policy effective period 04/20/2094 to 04/20/2025 3d.The Proprietor, Partners or Executive Officers are ❑ included.(Only check box if all partners/officers included) x❑ all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3" insures the business referenced above in box 1 a"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 listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers' Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums 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 Certificate 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. This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon 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: Gary McCarthy (Print name of authorized representative or licensed agent of insurance carrier) Approved by: T 02/06/2025 (Signature) (Date) Title: Licensed Agent Telephone Number of authorized representative or licensed agent of insurance carrier: 845-878-9293 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 (9-17) www.wcb.ny.gov Aco ed CERTIFICATE OF LIABILITY INSURANCE D"TEP"sDDItym a/03/2023 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 aa►tlecatls hoWsr Is fen ADDITIONAL INSURED,the pollcy(tes)must haw 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 cerW cats holder In Rau of such endorsemant(b). PRODUCER r0MTACT ChrSWW Schuller NAME: Assured Partners Northeast LLC, PHONE (831)844-5178 JAX UC ce (631)4554003 100 Beyks Road chria.9chulb ADOREss ro4osuredpaMers.com Suite 300 PIW AFFORDING COVERAGE NAIC a Melville NY 11747 INSUM A: Fortiegre Specialty Insurance Co. IU23 POURED INSURER S: Merchants Mutual InS.Co. 23329 Interstate Fire&Safety Equipment Co.,Inc. INSURER c; Merchants National Insurance Comparry 12775 INSURER 0: Sate Insurance Fund-NY 30102 75 CALVERT ST INsu MR E: Endurance Assurance Corp, 11561 Harrison NY 10528 INSURER F• 1111MIS Union Insurance Co 27g80 COVERAGES CERTIFICATE NUMBER: *23-24- REVISION NUMBER: THIS IS TO CERTIFY THATTHE POLICES 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 I�TR TYPE OF INSURANCE POLICY NUMot M POLICY E —-rrm LIMITS COYMERCIALGENERALUASLITY EACHOCCURRENCE 1 1,000,000 CU JW-MADE ®OCCUR PRE SCSI a : 100,000 COntmou 11 Liability MEO EXP one f 5,000 A Y Y FMC-CGLIOUO844-00 OW01=23 04101/2024 PERSONAL aAwlwuaY, I 1,000.Ow OE1IL AGGREGATE UMR APPLIES PER GENERAL AGGREGATE S 2.000,000 POLICY ®JPER?T. Q LOC PRODUCTS-COMpOpAw : 2.000.OW OTHER s AUTOMOBILE U^SiLfTY COMBINED SINU9 UMTTMe 1 S 1,000,000 ANY AUTO BOOLY*WRY(Pr Pawn) S e OMMEO SCHEDULED Y Y CAP9270145 04/01/2023 04I0112024 eOOaY I►LIURV(par aorrewtl S AUTOS ONLY AUTOS MIRED NO"40"I ID AUTOS ONLY AUTOS ONLY P DAMAGE S S UIIPRlLLA LIAe EACH OCCURRENCE S 2,000.000 C EXCESS Lw ICLAM-WOE. Y Y EXL0003468 0410 1 r2023 04/01/4024 AGGREGATEL s 2.000.000 DIED RETENTION s 10,000 s PaRI"s corENSATWH -- ANO EMPLOYERS'UA&UTY YIN � TM D ANY PROPRIETORRMRTNERIEXECUTNE NIA W 2587 725-9 s 100,000 OFFICERIUEMER EXCLUDE» Q4/01I03 001/024 E.L.EACH NT 100,000 �YiOnOry IM NHI EL.DISEASE-EA EMPLOYEE : Py�f 1c SOD,000 DESCRIPTION OF OPERATIONS below _ _ E.L.OMAN-POLICY,IMIT s E Excess Liability EXC3000888803 04/01/Y023 04101=24 Occurrence 5,000,000 _ Aggregate 5.000,000 DESCRIPTION OF OPERATIONS I IOCAT10Na I VDIM:LEa IACORa TOT.AedltlonY RA,nrbb ec11WuM.mwr N Y4M W N mow IOabb Y rrdnA) RE Cuswmr Jeffrey Kazin 2 Red Roof Drive Rye Brook,NY 1057. Certificate holder Is nerved as additlonal Insured on a prlmary&noncontniwo0ry bases Mrckldl ng produetskorrpletsd operations for work performed by the Insured per wren contract Waiver of subrogation appfies in favor of general liability coverage by wnnen contract CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES SE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Village of Rye Brook ACCORDANCE WITH THE POLICY PROVISIONS 938 King Street AUTHORUED REPRESENTATIVE Rye Brook NY 10573 O 1988-201 S ACORD CORPORATION, All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12208 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A A A A A A 061157138 ASSUREDPARTNERS NORTHEAST LLC 1DO BAYLIS RD STE 300 0-000 MELVILLE NY 11747 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER INTERSTATE FIRE AND VILLAGE OF RYE BROOK SAFETY EQUIPMENT CO INC 938 KING STREET P O BOX 4165 RYE BROOK NY 10573 GREENWICH CT 06831 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE W2587 725-9 144381 04/01/2023 TO 04/01/2024 413/2O23 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2587 725-9, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK. TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSfTE AT HTTPS:IIWWW.NYSIF.COMICERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCF COVERAGE UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AMEND.. EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SU NCE FUND "r 40, DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER. 367284648 U-26.3 Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Monday, February 3, 2025 10:41 AM To: Steven Fews Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 02/03/2025 10:40 To: VIL RYE BROOK PRIMARY Transmitted: 02/03/2025 10:40 00002 Ticket: 02035-000-494-00 Type: Regular Previous Ticket: 01275-000-628-00 ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 2 To: Name: ELM HILL DR Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: WORKING ON THE EDGE OF THE ROAD, 2 ELM HILL DR IS ON CORNER OF BETSY BROWN RD NearSt: BETSY BROWN RD & OLD OAK RD Means of Excavation: MINI EXCAVATOR Blasting: N Site marked with white: Y Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: SEWER CONNECTION Estimated Work Complete Date: 02/06/2025 Depth of excavation: 5 FEET Site dimensions: Length 18 FEET Width 2 FEET Start Date and Time: 02/06/2025 07:00 Must Start By: 02/21/2025 ------------------------------------------------------------------------------ Contact Name: ANTHONY LUPINACCI Company: SOUTHLANE CONSTRUCTION Addrl: PO BOX 344 Addr2: City: AMAWALK State: NY Zip: 10501 Phone: 914-490-1472 Fax: Email: lupi405@gmail.com Field Contact: ANTHONY LUPINACCI Alt Phone: 914-490-1472 Email: lupi405@gmail.com Working for: ALEX ZOLDAN ------------------------------------------------------------------------------ Comments: CORRECTION TO SITE INFO Lookup Type: MANUAL ------------------------------------------------------------------------------ Members: ALTICE USA CONED i Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Monday, January 27, 2025 11:28 AM To: Steven Fews Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 01/27/2025 11:28 To: VIL RYE BROOK PRIMARY Transmitted: 01/27/2025 11:28 00004 Ticket: 01275-000-628-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 4 To: Name: ELM HILL DR Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: WORKING ON THE EDGE OF THE ROAD, 4 IS ON CORNER OF BETSY BROWN RD NearSt: BETSY BROWN RD & OLD OAK RD Means of Excavation: MINI EXCAVATOR Blasting: N Site marked with white: Y Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: SEWER CONNECTION Estimated Work Complete Date: 02/06/2025 Depth of excavation: 5 FEET Site dimensions: Length 18 FEET Width 2 FEET Start Date and Time: 02/03/2025 07:00 Must Start By: 02/18/2025 ------------------------------------------------------------------------------ Contact Name: ANTHONY LUPINACCI Company: SOUTHLANE CONSTRUCTION Addrl: PO BOX 344 Addr2: City: AMAWALK State: NY Zip: 10501 Phone: 914-490-1472 Fax: Email: lupi405@gmail.com Field Contact: ANTHONY LUPINACCI Alt Phone: 914-490-1472 Email: lupi405@gmail.com Working for: ALEX ZOLDAN ------------------------------------------------------------------------------ Comments: Lookup Type: MANUAL ------------------------------------------------------------------------------ Members: ALTICE USA CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR i Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Friday, November 1, 2024 7:56 AM To: Steven Fews Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 11/01/2024 07:56 To: VIL RYE BROOK PRIMARY Transmitted: 11/01/2024 07:56 00002 Ticket: 11014-000-161-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr= From: 4 To: Name: ELM HILL DR Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: CURB TO CURB, 15 FT BEHIND ALL CURBS NearSt: HORSESHOE LN & OLD OAK RD Means of Excavation: BACKHOE, EXCAVATOR Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: INSTALL WATER SERVICE Estimated Work Complete Date: 11/06/2024 Depth of excavation: Site dimensions: Start Date and Time: 11/06/2024 07:00 Must Start By: 11/21/2024 ------------------------------------------------------------------------------ Contact Name: JOE OLORI Company: J FLETCHER CREAMER & SON INC, HACKENSACK NJ Addrl: 101 E BROADWAY Addr2: City: HACKENSACK State: NJ Zip: 07601 Phone: 201-468-4800 Fax: Email: joseph.olori@jfcson.us Field Contact: EDWARD PESSOLANO Alt Phone: 201-390-3947 Email: edward.pessolano@jfcson.us Working for: VEOLIA WATER ------------------------------------------------------------------------------ Comments: WORKING ON BOTH SIDES OF THE STREET. Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA CONED SUEZ WTR WESTCHESTER VIL RYE BROOK 1 Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Thursday, October 31,2024 8:15 AM To: Steven Fews Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 10/31/2024 08:14 To: VIL RYE BROOK PRIMARY Transmitted: 10/31/2024 08:14 00002 Ticket: 10314-000-218-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 4 To: Name: ELM HILL DR Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: BOTH SIDES OF THE ROAD TO THE FRONT OF THE HOUSE NearSt: HORSESHOE LN & HORSESHOE LN Means of Excavation: BACKHOE Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: U Work Type: INSTALL SERVICE Estimated Work Complete Date: 11/05/2024 Depth of excavation: Site dimensions: Start Date and Time: 11/05/2024 07:00 Must Start By: 11/20/2024 ------------------------------------------------------------------------------ Contact Name: KATHERINE CAMARGO Company: SUEZ WATER, WESTCHESTER Addrl: 2525 PALMER AVE Addr2: City: NEW ROCHELLE State: NY Zip: 10801 Phone: 914-637-5302 Fax: Email: katherine.camargol@veolia.com Field Contact: DIMITRI QUINN Alt Phone: 914-383-6285 Email:jason.figueroa@suez-na.com Working for: ------------------------------------------------------------------------------ Comments: WORKING ON BOTH SIDES OF THE STREET. Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA CONED SUEZ WTR WESTCHESTER VIL RYE BROOK 1 Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Friday, August 2S, 2023 1:04 PM To: Steven Fews Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 08/25/2023 13:03 To: VIL RYE BROOK PRIMARY Transmitted: 08/25/2023 13:04 00001 Ticket: 08253-001-102-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 2 To: Name: ELM HILL DR Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: WORKING IN THE MIDDLE OF THE LOT NearSt: BETSY BROWN RD Means of Excavation: EXCAVATOR, BACKHOE Blasting: N Site marked with white: Y Boring/Directional Drilling: N Within 25ft of Edge of Road: N Work Type: NEW CONSTRUCTION Estimated Work Complete Date: 09/14/2023 Depth of excavation: 5 FEET Site dimensions: Length 80 FEET Width 80 FEET Start Date and Time: 08/30/2023 07:00 Must Start By: 09/14/2023 ------------------------------------------------------------------------------ Contact Name: ANTHONY LUPINACCI Company: SOUTHLANE CONSTRUCTION Addrl: PO BOX 344 Addr2: City: AMAWALK State: NY Zip: 10501 Phone: 914-490-1472 Fax: Email: lupi405@gmail.com Field Contact: ANTHONY LUPINACCI Alt Phone: 914-490-1472 Email: lupi405@gmail.com Working for: ALEXZOLDEN ------------------------------------------------------------------------------ Comments: Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA CON-ED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR i .9vt iI 9yt 't'N mWn SW�/2 ovia Oild?! )IOV813S 1H013H 03SOd08d 1V31d i S�32�d 2�001d 03S0dOdd JlINO Z 10� -S3HSIN1� 2l012�31X3 03n02lddd 82�d �3AOO � Q Z# 101 GWA MM XM Aulr AW is 9*tt =aNvo8'd 83d 'XdYV dd0 1d101 mn1mpaj»°nauu Juj ——————————————————— �' V 30VND ZCSOI AD-4U-gPA&q'901k Paa aaM,mm AV%S►Z pin 1V JNIMb2(Q 1411 ZI00'69L'Vl6 M31n32� ___ .................................... _ a0d 03nss{ ____ __�•t� ,, an ,, 3�f1b11 olm d ® ® , Can gm mm Ez-co-« v El ueuueedg JonaJ.L i of •seysws asap Bulssnoslp pue Bulluesald jaylinj of pjamioj pq 1 .,' ' of6 dO3 I 3�l1►J SNVId-A3U £Zl£I� ® ® ' i' (spoi ou)ino olesow ul euolsenM de0 IleMis4ledjsoped SNVId-A3a CUM t-l t• � ,� Joi*O/uleP JePsO 34s11,jo10o ul sselBBjgB'�1 PooM joo0 eOmeopooQ luwd00 � ddVa88IAGJ ead £z c o�� arvca iao� - ,' ,' dS 0 dd0 N011dIa0S30 31d0 'XYr1 a3si0d0ifd , , AVGd JNmnne wj (Illuo jesi)sakes g)1 elgwd mal 1xnl9A eleuunl ung srvoIsIn3N ,' o�{' Mv A S d Hdn30 ,IlsnH lnu0303,Joioo ul-,e8P3,4*GVGgwll W"a • Z"09Z 31=30vTan /1 N3W3Sd8 Nei dol u+uleNUN►sielsnpeq!slew)loere-4oetusquiLL ileJ pue!sod Wd>y1 TW SV S3Lirwno noe19 ujooNl,ul(Pemlxel-uou)enoppeweo einlIV euwnl09 >'!1►J 10W CGOI'M SI v3HV Bullleo pooh peulels a ospeo i461�,44m ItuNl,i1oe19 umpl,ul snolipueweo mn11V ooti+od q 3M1 AtVIdW ,ipe18 umpL ul snolpluoum wnNV scoop tm ie WPI Z# •� M3 OWA lWVWF>1W 91 'aW W 1 110918, 101 , ul 981M ppV uesae u p V s,00 P 4ouead lees >VV d y MM OWA M ————————————— III-DdPWW�R �'t ,ijovl8,ul suoljeAel9 jed 99PIAlp JOPO l 41lp OOP9s OOV umepuV emopulM �Z'LZ�.-Glz >trr ALMON LV�0�►ile i��� IV)a" N 0110 3 d S N I an OWAV N I J ,Koe19 woaNl,ul snoppuew•o einIIV sPjeo�euwo 2l3eWf1N 103f O?!d VAr W l _ _ _-____ __- �•� i ua euolg puojpag Aq euolg uopepuno�euolg \ 0s SOISd 03bin03 ,P 18lepun B, \ � ,. 911eA��le�luewesaq ie ONV uollepuno�pesodxe le Aw8 wniPeW o:wnl8 ® ,- o{LVd/A11LN3 03MOD V N IJ/Din 8 SV are { _�_ ___ �3n�ns � ,�elMed Pe6V, CKVV aWA M 3Svavll ID—OU ul III del emoodxe„q,lllV ePe�1oe198,peinixel xYeldgueH Bu1Pl8 \ , AMIN S3afi M VAD 30V>�1/fl \ ® ® ® ' � apO'.i J.Sm ,�(eup Ieoorey�,joloo pe/eoo jeutiyl'wnulwnlV weee Bu1PUe38 sulfa IeleW \ i rn ® , ul OH sulpagwll ewlle n m PON rm— \\ AS iZZ bd0 •pus MVNovrrrrir�. • OLL11d/�LN3 03>�31100 Z�k101 uWslAlpgnS Wed t�imeJD le sewoH s41-INH w t;!l3 Z �3 IM go" . =r AN'I el(l�to e8e111A r r 8001d 1SNId joloedsul BulPling pue pjeog MelAeV punloei14oJV :ol r 1 = n �d u��saQ j �� O O � /M. 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V J I CD 2 F; I mUtC -9 K -7 mm M 000 0 O D Z V) m -� --I i ;;a z G7 p 00 z� 0 � M > > m Dm �[7 I- n m D z f- m r -o F- 0 m m O Z 0r- D * N z < m O D CC) -p ---i m Z Ul 0"99 Cn C"02 0 C= F- O O� Z Z G) N I N ) N f( o Cn O O r� 00 � > m� < /1 f rT, cry m V, ..+n.-ioa�nn. i • �aa.au.r• Y 0 rl rnLI FT ira 471 1 z1 19'-10" DUJCI I ICII l 1" x 1/2" REDUCING TEE OR ELBOW 2r [66.7mm] DIA. 21J" [58.7mm] DIA -A HOLE IN CEILING CUP 2" [50.8mm] MAX. FACE OF FITTING TO FACE OF CEILING DIMENSION CEILING " [12.7mm] MAX. COVER ADJUSTMENT 3..pIA [3/16" COVER PLATE [84.lmm] [4.8mm] ASSEMBLY SPRINKLER COINER PLATE.- 112 " [12.7mmJ ADJUSTMENT New 1" Watts LF007M1QT DCV backflow prevention device, 30"-60" above floor, 24" clear above device, 8" clear behind device, 30" clear in front of device, with manufacturer supplied ball valves before and after check assemblies, remove valve handles in the open position and place near sprinkler riser DCV DEVICE TO BE EXACTLY AS SPECIFIED, NO SUBSTITUTIONS OF MAKE, MODEL OR SIZE Domestic riser New Valve 1" or larger Copper Type K service from municipal water main 125 linear feet valve 1" water meter, may be in house or in meter pit at property line, see WCDOH backflow submittal for details F111111 I 1 1/4" MAXIMUM FACE OF FITTING TO_r WALL DIMENSION L 21 32" :OMMENDED WALL HOLE 2 5/8" 1" Solder x 1/2" NPT reducer 1 I 2 5/16" DIA. I TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS. -'1 4 >-6„ Step No. Sprinkler S1 to Sprinkler S2 .hese ds are a 1 36" ally from 3e top Legend: New Fire sprinkler riser Residential concealed pendent fire sprinkler head, 165 degree F sprinkler temperature rating, 135 degree cover plate rating, K factor 4.9 Reliable Model RFC49 Concealed Residential Sprinkler, SIN RA0616, color of cover to match color of paint on ceiling and have 1/2" of adjustment IMPORTANT NOTE: STRAINER PROHIBITED ON FIRE LINE System Sensor Model WFDT Inspector's test valve, 3/811 , flow switch, to sound house provide outlet with male alarm when flow is detected garden house threads 3 5/16" Step No. Sprinkler S2 to Water Meter Outlet 1/2" [13mm] ADJUSTMENT Sidewall head detail, no scale Riser Diagram No to scale Size (inch) Pipe Fittings and Devices 1 Elbows, 2 Tees Nominal 1 CPVC SDR 13.5 Size (inch) Pipe Fittings and Devices 8 Elbows, 8 Tees Nominal 1 1/4 1 30' Elevation Drop 1 Backflow Device Exact ID 1.394 Residential concealed sidewall fire sprinkler head, 155 degree F sprinkler temperature rating, 135 degree F cover plate temperature rating, K factor 4.4, Reliable Model F1 Res 44 SWC, SIN R3531, deflector 4"-6" below ceiling © Bathroom under 55 sq. ft., does not require fire sprinkler, NFPA 13D-2016, Section 8.3.2 © Closet under 24 sq. ft. does not require fire sprinkler, NFPA 13D-2016, Section 8.3.3 © Garage, does not require fire sprinkler, NFPA 13D-2016, Section 8.3.4 Water only in the fire sprinkler, contractor to ensure fire sprinkler piping and heads are within the heated envelope of the building 3ecurlu rluur /�i0�3-/ 1 All risers 1" fron-PEF i'* unless otherwiseie,Ei / 1-. ,�•. QAN APPRW%41 , ... ----- 13U"ING INSPECTOR, Village of ye Brook, NY CPVC fire sprinkler piping, where used, shall not come in contact with insulation or any plastic or fiberglass building materials, CPVC piping shall be wrapped with kraft paper for protection. All fire sprinkler piping in house to be new Blazemaster CPVC concealed with mninimum 3/8" gypsum board. Steel Schedule 40 or Copper Type K shall be used where exposed. Sprinkler head spacing: -Minimum 8' spacing more than 1 head in a compartment -Pendent head, 1 head in a compartment, 20'x20' -Pendent head, 2 or more heads in a compartment, 16'x16' -Sidewall head, 1 head in a compartment, 18'x18' -Sidewall head, 2 or more heads in a compartment, 12'xl2' GENERAL NOTES 1. Contractor shall provide a safe and operable automatic fire sprinkler system in accordance with NFPA 13D-2016, these plans and all state, county and local laws governing such installation. 2. Piping shall conform to ASTM A135 Steel Schedule 40, ASTM F422 SDR 13.5 CPVC (Blazemaster) or Copper Type M rated for fire service use. No bends shall be permitted of any pipe. Rated for fire service use. 3. All steel connections shall threaded, all CPVC connections shall be solvent welded, all copper connections shall be threaded or soldered. Threads shall be NPT and conform to ANSI B.1.20.1. 4. All system components shall be rated for a minimum operating pressure of 175 PSI. 5. Where manufactures part numbers are called out, it is not intended to require use of the particular part. Rather, it is intended to set a minimum performance requirement. Use of components other than those shown on these plans is permitted with the written permission of the Engineer. Additional cost and/or labor required by substitution of components shall be the exclusive responsibility of the Contractor. 6. Sprinkler heads shall not be painted or otherwise covered with any coating unless applied by the manufacturer. 7. All valves shall be provided with permanently marked weatherproof metal or rigid plastic identification signs. The sign shall be secured with corrosion resistant wire or chain. 8. These plans require the installation and acceptance testing of an automatic fire sprinkler system. Maintenance of the system shall be the responsibility of the Owner. 9. These are not as -built drawings tquly. ripe Length (ft) rnctlon Loss, C=150 (psi/ft) Pressure Losses (psi, Length 8 0.035 Sprinkler 1 10.12 Fitting 21 1 Pipe 1.02 Total 29 Elevation 1 0.00 Equiv. Pipe Length (ft) Friction Loss, C=150 (psi/ft) Pressure Losses (psi,' n th E 120 0.042 Backflow 6.00 tting 104 Pipe 9.41 Total 224 1 Elevation 1 12.99 Step No. cropper I ype K Pipe Size (inch) Pipe Fittings and Devices Equiv. Pipe Length (ft) Friction Loss, C=150 (psi/ft) Pressure Losse: (gain) (psi) Water Meter Outlet to Water Main Nominal 1 1" Water Meter 0 Elbows, 0 Tees 0' Elevation Drop Length 125 0.217 Meter 3.00 Fitting 0 Pipe 27.1� Exact ID 0.995 Total 125 Elevation 0.00 Conclusion: Static pressure in municipal water main is 80 PSI, NFPA-131D flow and pressure are provided Location Pressure (psi) Flow required (gpm) S1 10.12 14.00 S2 F 1-1.14 Location Pressure (psi) Flow required (gpm) S2 Water Veer u e 11.14 ]39.55 14.69 Location Pressure (psi) Flow required (gpm) [Water Meter Outlet Water Main 39.55 69.69 28.69 -28.69 D [COI JUN 13 2023 VILLAGE OF RYE BROOK BUILDING DEPARTMENT Richter Engineering, P.C. 115 Cedar Hill Road, Bedford, NY, 10506 www.richterengineering.com 914-907-3895 New NFPA-13D Fire sprinkler, The Homes at Crawford Park, Elm Hill Drive at Betsy Brown Road, Lot 2, Rye Brook, NY It is a violation of New York State Education Law, Chapter 16, Title 8, Article 145, Section 7209, for any person, unless acting under the direction of a licensed professional engineer, to alter any item on this drawing in any way. If an item on this drawing is altered, the altering engineer shall affix to this drawing his seal and the notation "altered by" followed by his signature and the date of such alteration, and a specific description of the alteration. Original Scale 1/8"=1'-0" Date: 12 June 2023 Fire Sprinkler Plan c L[ c c c LL 12 c C C L 4 H �lz 4 �� 09 £ 70 7 1 � do a ©ATE APPROVED, eUILRING INSPECTOR, Oz n 0Lli Ura�t N < 0-1 U- L J CV 0 LU co Brook, N" N q 0