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Abandoned Barn Application
BUIL I� m D (r V VIL E OF RYE OK V� v 938 KING ET RYE BR ,NY 10573 AUG - 2 2022 ID i r VILLAGE OF RYE BROOK BUILDING DEPARTMENT FOR OFFICE USE ONLY: Approval Date: Permit# Application# Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: Date: p BOT Approval D # Chairman: PB Approval Dat s Secretary: ZBA Approval te. # V AA Other: Application Fee. Permit Fees: l, S S EXTERIOR BUILDING PERMIT APPLICATION Application dated: 8/2/2002 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: 18 Lincoln Avenue,Rye Brook,NY 10573 2. ParcelID#: 135.65-1-27 Zone: R-10 3. Proposed Improvement(Describe in detail): Installation of anew Pre-fabricated Barn measuring 40'X 50'for use as a utility accessory structure. 4. Property Owner: Carmen Magar Address: 18 Lincoln Avenue,Rye Brook,NY 10573 Phone# 646-421-3424 Cell# 646-421-3424 e-mail carmen.magar@gmail.com List All Other Properties Owned in Rye Brook: N.A. Applicant: Carmen Magar Address: 18 Lincoln Avenue,Rye Brook,NY 10573 Phone# 646-421-3424 Cell# 646421-3424 e-mail carmen.magarna,gmail.com Architect: Maegan Walton,RA,LEED Address: 16 Lincoln Avenue,Rye Brook,NY 10573 Phone# 646-234-3702 Cell# 646-234-3702 e-mail maegan@sogliastudios.com Engineer: James Joseph Cramer,DIY Pole Barns Address: 109 Quinter Farm Road,Union,OH 45322 Phone# 937-547-9100 Cell# 937-547-9100 e-mail James@cramerengineering.com General Contractor: Address: Phone# Cell# e-mail (1) 8n 2/2021 5. Occupancy;(1-Fam.,2-Fam.,Commercial.,etc...)Pre-construction: 1-Family Post-construction: 1-Family 6. Area of lot: Square feet: 88,320 Acres: 2.0275 7. Dimensions from proposed building or structure to lot lines: front yard: 215' rear yard: 79' right side yard: 20' left side yard: 95' other: 8. If building is located on a corner lot,which street does it front on: N.A. 9. Area of proposed building in square feet: Basement: N.A. 15t fl: 1500 2nd fl: N.A. Yd fl: N.A. 10. Total Square Footage of the proposed new construction: 2000 11. For additions,total square footage added:Basement: N.A. 1,1 fl: N.A. 2nd fl: N.A. 3rd fl: N.A. 12. Total Square Footage of the proposed renovation to the existing structure: N.A. 13. N.Y.State Construction Classification: N.Y. State Use Classification: Utility 14. Number of stories: I Overall Height: 21.5' Median Height: 14' 15. Basement to be full,or partial: N.A. finished or unfinished: N.A. 16. What material is the exterior finish: Vinyl Siding 17. Roof style;peaked,hip,mansard,shed,etc: Gable Roofing material: Steel Panels 18. What system of heating: N.A. 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 fire suppression system?(Fire Sprinkler,ANSL System,FM-200 System,Type I Hood,etc...) Yes: No: X (f 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 more of impervious coverage requiring a Stormwater Management Control Permit as per§217 of Village Code? Yes: X No: Area: 2000sf 22. Will the proposed project require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes: X No: (f yes,applicant must submit a Site Plan Application,&provide detailed drawings) 23. Will the proposed project require a Steep Slopes Permit as per§213 of Village Code Yes: No: X (f yes,you must submit a Site Plan Application,&provide a detailed topographical survey) 24. Is the lot located within 100 ft.of a Wetland as per§245 of Village Code? Yes: No: X (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: X (tf 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: No: X (rf yes,applicant must submit a Tree Removal Permit Application) 27. Does the proposed project involve a Home-Occupation as per§250-38 of Village Code? Yes: No: X Indicate: TIER I: TIER II: TIER III: (if yes,a Home Occupation Permit Application is required) 28. List all zoning variances granted or denied for the subject property: N.A. 29. What is the total estimated cost of construction: S 77,044 Note:The estimated cost shall include all site improvements, labor,material,scaffolding,fixed equipment,professional fees, including any material and labor which may be donated gratis.If the final cost exceeds the estimated cost,an additional fee will be required prior to issuance of the CIO. 30. Estimated date of completion: 9/30/22 (2) 8/12/2021 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 RESIDENTIAL LOT AREA COVERAGE Address: 18 Lincoln Avenue Section: 135.65 Block: I Lot: 27 PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS (Local Law 3-88) YOUR ZONE AREA IN MAIN ACCESS. DECK ZONE DISTRICT SQ. FEET BLDG. BLDG. MAX. CHECK MAX. 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% X R-10 10,000 20% 4.5% 3.5% R-7 7,500 23% 4.5% 3.5% R-5 5,000 30% 5% 3.5% R-2F 5,000 30% 5% 3.5% Existing: Proposed: 1. AREA OF LOT 88,320 Sq. Ft. 88,320 Sq. Ft. 2. AREA OF HOUSE a. Coverage of Main Building (Including Attached Garage or Accessory Building) 2724 Sq. Ft. 2724 Sq. Ft. b. Area of 1 s'Floor Divided By Area of Lot x 100 3•0 % 3.0 % 3. AREA OF ACCESSORY BUILDING (Includes Detached Garages,Tool Shed, Playhouses) 353 Sq. Ft. 2353 Sq. Ft. a. Coverage of Accessory Building Area of Accessory Building Divided By Area of Lot x 100 •4 % 2.6 % 4. AREA OF DECK (Stone Patio) 611 Sq. Ft. 611 Sq. Ft. a. Coverage of Deck Area of Deck Divided By Area of Lot x 100 0•7 % 0.7 % I attest to the--best of my knowledge and belief, the above is correct. djinformation t Architect's Signature (3) 8/12/2021 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address: 18 Lincoln Avenue Section: 135.65 Block: I Lot: 27 Zone: R-10 IMPERVIOUS SURFACES (Definition): All buildings, as defined herein, and all areas on the ground or elevated above the ground which are comprised of materials through which water cannot readily flow, including, but not limited to asphalt, concrete, masonry, wood, gravel and clay, and which consist of elements including, but not limited to, court yards, sports courts,swimming pools,patios, sidewalks,ramps,terraces and driveways. TOTAL MAXIMUM PERMITTED MAX. PERMITTED COVERAGE Zoning IMPERVIOUS LOT AREA BY IMPERVIOUS SURFACES District COVERAGE IN FRONT (sq.ft.) For Base Lot For Lot Area YARD(%) Area(sq.ft.)* Over Base R-35 15 Lot Area % R-25 20 0 to 4,000 0 55 R-20 30 4,001 to 6,000 2,200 35 6,001 to 12,000 2,900 27 R-15 35 12,001 to 16,000 4,520 26 R-15A 35 16,001 to 20,000 5,560 25 R-12 40 20,001 to 30,000 6,560 24 30,001 to 40,000 8,960 23 R-10 45 40,001 &larger 1 11,260 22 R-7 40 R-5 30 R2-F 30 `Base Lot Area"is the minimum end of the lot size range in the"Lot Area" column Area of lot: 88,320 sq.ft. Existing Allowed Proposed Total impervious coverage = 6,951 S .ft. / 0 S . ft. 8 951 S .ft. Front impervious coverage = 4.7 % 45 % 4.7 % I attest to the best of my knowledge and belief,the above information is correct. - /�-di f-C Architect's Signature (4) 8/12/2021 BUILD OpA MENT VIL RC:E OF RYE B OOK AUG _ 2 �022 938 KING `ruEET RYE BR ,NY 10573 a ,(91.1)939-0 ! VILLAGE OF RYE BROOK BUILDING DEPARTMENT 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: Carmen Magar ,residing at, 18 Lincoln Avenue,Rye Brook,NY 10573 (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; 18 Lincoln Avenue,Rye Brook,NY 10573 ,Rye Brook,NY. (lob 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. i (Sign of Property Owner(s)) Carmen Magar (Print Name ofProperty Owner(s)) Sworn to before me thi / 20 �— CLAUDIA UVALDO 1C) NOTARY PUBLIC,STATE OF NEW YORK NO.01UV6107856 UNTY COMMISSION EXP RESESTER APRIL 122,,2024 (6) 8/12/2021 This form must be properly completed ¬arized by the Design Professional of record and the Property Owner. Failure to provide this completed rtr_ `J� permit application will delay the permitting proces . _ AUG - 2 2022 D Notice of Utilization of Truss Type, Pre-Engineered Wood,_4AGE OF RY'E BROOK or Timber Frame Construction. (Title 19 Part 1264& 1265 NYca ILDING DEPARTMENT To:The Building Inspector of the Village of Rye Brook. From: Maegan Walton,RA,LEED Subject Property: 18 Lincoln Avenue SBL: 135.65-1-27 Zone: R-10 Please take notice that the subject; 09 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; is Truss Type Construction(TT) *Pre-Engineered Wood Construction(PW) tH�4� MUST BE POSTED WTTII A PERMANENT CONSTRUCTION ® Timber Construction(TC) TYPE IDEW*ICATION SIGN; in the following location(s); FR�/ ❑Floor Framing,including Girders&Beams(F) PRIOR TO THE ISSUANCE OF A C/O, ❑Roof Framing(R) AS REQUIRED 8Y NY STATE LAW.®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§ia64 for Commercial Buildings, and NYCRR§1265 for One&Two Family Dwellings. Sworn to kefore me this Swom to before me this S day 20 0�_ day of 20 Alt1, Si e o Property Signatur of Design Professional Carmen Magar Maegan Walton,RA,LEED Name of Propler Print Name of Design Professional No blic No otary.Pu he CLAUDIA UVALDOJOH�M � NOTARY PUBLC,STATE OF SUO NO!01 UV6107856 NEW YORK F""OTAIRY PJMJC.STATE OF NEWVOIK QUALIFIED IN WESTCHESTER COUNTY gistmtlonNo.01SU6070Y1i COMMISSION EXPIRES APRIL 12,2024 alified in Westchester Court/ (7) mmisslon Expkee March 11,2026 r This application must be properly completed in its entirety by a N.Y. State Registered Architect or N.Y. State Licensed Professional Engineer & signed by those professionals where indicated. It must also include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void, and will be returned to the applicant. Please note that application fees are non-refundable. STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: _Carmen Magar , being duly sworn, deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the _owner for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc) That all statements contained herein are true to the best of his/her knowledge and belief, and that any work performed, or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications, as well as in accordance with the New York State Uniform Fire Prevention& Building Code,the Code of the Village of Rye Brook and all other applicable laws, ordinances and regulations. By signing this application, the property owner further declares that he/she has inspected the subject property, and that to the best of his/her knowledge there are no roof drains, sump pumps or other prohibited stormwater or groundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property. Sworn to before me this Sworn to before me this day of , 20 G �` day of ST , 20 1 Signature of Property 76—wnerU Signa re of Applic Carmen Magar Carmen Magar Print Name of Property Owner__ Print Name of Applicant Not P Not CLAUDIA UVALDO NOTARY PUBLIC,STATE OF NEW YORK NO'01UV6107856 CLAUDIA UVALDO COMMISSION EXPIRES APRL COUNTY 12,2024 NOTARY PUBLIC,STATE OF NEW YORK NO.01 UV6107856 QUALIFIED IN WESTCHESTER COUNTY COMMISSION EXPIRES APRIL 12,2024 (8) 8/12/2021 BUILD1,11 :019PARTMENT D IE C IEW E VILLAoE OF RYE,BROOK 938 KINGS ET RYE BROOK,NY 10573 N 0 V 152022 (9�4) -0b68 wow: ook.org. VILLAGE OF RYE BROOK " — BUILDING DEPARTMENT APPLICATION TO INSTALL FIRE SUPPRESSION / FIRE SPRINKLER SYSTEM FOR OFFICE USE ONLY: Approval Date: A Application Fee:$ 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 Fire Suppression/Fire Sprinkler System as per detailed statement described below. I. Job Address: A � L I N(,v i_V AV L N 0 C 2. Parcel I.D.: 13 S- 6 5 I — Z? zone: 3. Proposed Work(Demme system in detail inckkiing session agent): S n st aA cx: i vv-\. L>� 4 S cwt o (vn"kt11k 1_' 1t/cPj Ff(_"E 50PPrtss/oN SPFET`/t 7ar�- ) ice, �re{c�lor,c:jC�e� 4. I AType of Fire Slxiakler Heads SOU,,_� can t c F%ti E L N o DC t_ U 2}02 2 vo F Q 2 5. N.Y State Construction Classifx atkm: N.Y.State Use Classification: UT I L I T Y 6. Estimated Value of Job:S (Value shall include all labor,materials,fixed equipment,professional fees,and materials and labor which may be donated gratis.) 7_ FkpmtyOwner: JoAQQIN 4lCMANy Address j$ L.INC,0LN AVENUC Phone# G K 6 L4 0 9 12 S Z Ccll# 6 g 6 4011 �2 5 Z email: JoAQUI N,A LEH A,NJ °e G 1'1 A1L.(DM Applicant Address Phone# Cell# emad: Architeet/Fngint=- Adelress Phone# Ccll# email: Sprinkler Cowactor: — Address: Phone# Ccll# email: an2no2t FIRE SUPPRESSION / FIRE SPRINKLER INSTRUCTIONS& PRf1iCEDURES BUILNG DEPARTMENT V►l.�q 938 K iNG S'ek� NY 18573 www.rvebrook.or� DO NOT START 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 &A MAXIMUM OF$6,000.00 APPLICANT'S INITIAL SUBMISSION TO THE BUILDING DEPARTMENT MUST INCLUDE: 1. A properly completed application with notarized signatures where indicated 2. Application filing fee: Residential=$75.00/ Commercial=$250.00 (Application fees are non-refundable) 3. Full payment of the permit fee; Residential = $15.00/$1,000.00 of Construction Cost with a minimum fee of$100.00. Commercial = $25.00/$1,000.00 of Construction Cost with a minimum fee of$275.00. 4. One full size set and one scaled I I" x 17" copies of sealed design drawings prepared by a NY State Licensed Professional Engineer(maximum allowable plan size=36"x 42") C5. Your contractor's valid proof of liability insurance. (Village of Rye Brook must be listed as certificate holder) 0 Your contractor's valid proof of workers compensation insurance. (Form # C 105.2 or Form# U26.3 /or NY State Workers Compensation Waiver) 7. If the Fire Sprinkler System is being installed by a Plumber,the Plumber must file for a separate Plumbing Permit and provide a copy of his Westchester County Master Plumber's License to the Building Department. 8. All RPZ or Back Flow Prevention devices associated with the installation of a Fire Sprinkler System must be approved by the Westchester County Department of Health. It is the responsibility of the applicant,owner, installer or person in responsible charge to notify the Building Department(48 hour advance notice)to schedule any and all required inspections. Prior to the Building Department conducting a final inspection of the system, the applicant must submit an approval affidavit from the Westchester County Department of Health, an Application for a Certificate of Compliance and pay the requisite fee. Please keep these instruction sheets throughout the duration of the job for reference. 9/12/2021 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: �oAQ,Qk N v A L C--HA N Y %N c h E-�_ ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of imdiviaaat signing as the applicant) and further states drat (s)le is the legal owner of the property to which this application pertains, or that (s)he is the 7 o ACC Q k N ✓ A l e M A N`( S kw C H E I for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and beliet 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 N1 o N O N19 ly Sworn to before me this (i 1 J N D fs y l t day of N o J c to t3 C CL ,20 '.,2 day of /v v r�B C t2 ,20 "l L Sig.M.of Owner Signature o 1,cant �OAQJJN ,dLEMaNY 5lku�_NE� Print Name of Print Name of t Notary Public Notary Public CHRISTOPHER J.BRADBURY CHRISTOPHER J.BRADBURY Notary Public,State of New York Notary Public,State of New York NO.01BR6159985 No.;113136159935 Qualified in Westchester County Qualified in Westchester County Commission Expires January 29,20-23, Commission Expires January 29,20 ��- 2 8/12/2021 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 legal owner of the property to which this application pertains, or that (s)he is the for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. 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N VY m -0 O .� p m O �— V➢ C v TT A. r♦ X A_1 rrc RSUi �(1 E � - L- .� (Dd a} a) *Oe3 — O OL OCL m c- v u) Q) in3 a O 4✓ Q� � � � V �_ � i r i �� 1 z wcpl � Iq � 00 >. -C :t= Z 0 cY LO 0 { 10o m Ln v LL 0 L. 91- c 0 H 0 o Q o co = Do u. j a Engineer's Report for Alemany Residence 18 Lincoln Ave Rye Brook, New York l D 1"AWtNG RMEW x 4S REVIEW IS FOR GENERAL COQE CQMPI Ei4-E AND PRACTICES. THE VU.99 ASSUWES NO i RCSPONS*LITY FOR CORRECTNESS OF DIMENSIONS, I DETAILS, FIELD CONDITIONS,DEWN PROFE:SCILJ L OR APPLICANT. jNO EXCEPTION TAKEN �w w Dated January 24, 2023 l MAKE CORRECTIONS ECTIONS NOTED Revised January 31, 2023 AMEN? AND RESUBMIT t REJECTED -REFER TO REMARKS I RYE BROOK ENGINEERING DEPT. Prepared by: 938 KING STREET Christopher S. Utschig P.E. RYE BROOK, ,%Y 10573 65 Ralph Ave White Plains, NY PHONE (914) 939 0753 FAX_(9 4 01 914 391-9550 DATE ����—2� 6 NYS Professional Engineer Lic#090138 wa-t _ ? MYyn„:a �'fi'"= �.� ', K w.•�► 'F - .,.t- sL- % �J -T.-.Gam' i•�T�' '; . 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"rft . �•_ .v tA, ,k '.` F � '�'�G�Ty.� j�' �'.Y�y,` 'C"'f",•" `°°°C` - 'yYY-.'. LAN zz a�aas. �" �,s°'Q''i'rf":�yy dr i.4rrA. . .. w�+j�ul�+�a{�_ ,i - - .• - t ;r a ti.�� �.a aLgt� •/� .,�,�r 'a'.� T A'r-.; `�"'`r' '� - -�1 8 c5r. ry s r az ter. t� F y r " >r �; � i '!deb'1 7 `ta F_ i1 �..11: E .• '� - rs. wT,�Y'f ,µ�,�f+ -.��� r r.f` 3 � _ a• v. - i' - - a t ;):CV p. s' F1y.� �.z�- 3 "•i0 �' K l ~ <} y r -'?.-`% 1� `7� �' 1 YM� 1 _ '��,.. in � Y - �y i k � r +fit•' :,,,,, �)`�,i�a .4' �4 � e Fa 7 y t ¢ Yv .. -ems' i -• , k L• t Engineer's Report Rye Brook,New York 18 Lincoln Ave Table of Contents A. Introduction B. Existing Conditions C. Proposed Conditions D. Construction Phasing Plan and Sediment and Erosion Control Management E. Conclusion APPENDIX A Proposed Condition Calculations APPENDIX 6 Soil Study Page 12 Engineer's Report Rye Brook, New York 18 Lincoln Ave A. Introduction This report has been prepared in support of the redevelopment of the property at 18 Lincoln Ave, Rye Brook NY.The proposed redevelopment will include addition of a barn structure. The report and associated plans were prepared in accordance with the Westchester County, NY, Stormwater Management Best Management Practices for Stormwater Runoff Control in compliance with the requirements of the Village of Rye Brook pursuant to Storm Water Control Permit.The existing conditions identified on the site plan were taken from a survey prepared by Stephan Hoppe, 9/10/21. B. Existing Conditions The existing property is a 88,320 sf residentially zoned property. The property is developed with an existing two story home, patio,walks, and driveway,the balance being lawn and landscaping.The subject properties topography can be described as gently sloping from front to back across the property. All Stormwater leaves the property in an overland fashion, no evidence of existing Stormwater systems or alternate conveyance means are apparent. Percolation tests were conducted, the results are provided on the plans.The soils on the property in the area of the proposed infiltration are a Charlton complex UwB with a Hydraulic soil group Type "C". C. Proposed Condition The proposed condition includes the remodeling of the existing home with the additions front and back, front stoop, and new deck.The grading as proposed leaves the existing yard grading essentially untouched and thereby leaving the existing drainage patterns unchanged.The proposed condition will result in a total impervious area of 6,845 sf. The on-site drainage has been designed to provide full mitigation for all impervious areas for the 25 Year Storm Event(6.S").The design proposes an underground detention/infiltration system consisting of(14) Cultec 330 HD . Runoff from the roof will be piped to the detention system. The detention system has been sized such that the entire volume of runoff from the impervious areas during the design storm is completely detained/infiltrated. D. Construction Phasing Plan and Sediment and Erosion Control Management Maintenance of Temporary and Permanent Structures and Practices Temporary and permanent erosion controls measures will be maintained and inspected in accordance with the Grading and Drainage Pia. All proposed soil erosion and sediment control practices are designed in accordance with the following publications: o New York State Standards and Specifications for Erosion and Sediment Control, August 2005-, latest edition. o New York State Guidelines for Urban Erosion and Sediment Control, latest edition, o New York State General Permit for Stormwater Discharges, o "Reducing the Impacts of Stormwater Runoff from New Development", as published by the New York State Department of Environmental Conservation (NVSDEC), second edition, April 1993. The proposed soil erosion and ediment control devices include: protective earthmoving procedures and Page 13 Engineer's Report Rye Brook,New York 18 Lincoln Ave grading practices,soil stabilization, inlet protection, stabilized construction entrance and silt fencing. The approach of the plan is to control off-site sedimentation,and re-establish vegetation as soon as practicable. Construction shall be implemented in the following order: 1. Erosion and sediment control (ESC) measures and Pollution Prevention (PP) implementation, a) Install silt fences along easterly project limits, b) Maintain existing macadam driveway to utilize as a site construction entrance to the project area, material storage area and dumpster location. i) Contractor shall install stone stabilized entrance at end of the existing paved driveway in advance of construction vehicles requiring access from graded/exposed soils to City Streets. c) Install Tree Protection d) Install temporary sanitary facilities(portable toilets) in a location that is at least 20 from any drainage facility or flow path. Recommend staking the facility to prevent accidental tipping by construction activity or wind. e) Install waste container—maintain rigorous site cleaning schedule to prevent debris from blowing off site. Construction waste shall be stored in a dumpster and carried off-site on a regular basis f) Demolish existing structures g) Allocate concrete washout areas 2. Clearing and grubbing. a) Strip top soil and stockpile. Initiate cover practices and sediment controls at the base of the stockpile.Stockpile can be temporarily stabilized with tarp or mulch and/or temporary seeding. b) Disturbed areas where construction will cease for more than 14 days will be stabilized with erosion controls, such hydro-seeding, hydro-mulch, or hay 3. Excavate foundation a) Install dewatering practice if necessary. 4. Vertical construction(install foundation and wood frame superstructure) 5. Install subsurface storage and infiltration system and site drainage to capture roof leader runoff. 6. Final stabilization of disturbed areas a) Install minimum 4"topsoil and final stabilize with lawn or mulch in landscape areas. b) Remove all ESC and PP measures upon approval of design engineer and/or ESC inspector. Awarded contractor shall be responsible for the proper implementation of the ESC and PP practices.The following maintenance program is proposed in order to maintain the proper function of all drainage and erosion and sediment control facilities: o Inspect sediment control devices and construction access point routinely and if necessary, remove accumulated sedimentation and debris; at no point should the filter bed be allowed to continue operations beyond 50`Y of its capacity being compromised by debris. o All disturbed area will be stabilized and the sediment build-up in the filter removed.After the construction is completed, any areas disturbed shall be stabilized immediately after the required work is completed. o Restore and re-seed any eroded areas as soon as possible o The Stormwater Management Facilities Maintenance Program will be managed by the home owner and shall include removal of sediment from the on-site catch basins and underground storage facilities. Page 14 Engineers Report Rye Brook,New York 18 Lincoln Ave The contractor shall provide a Trained Individual to be present on site at all times during soil disturbing activities Any disturbed areas shall be re-vegetated as soon as possible.Topsoil shall be temporarily stockpiled for future use in grading and landscaping.Stockpile locations have been provided on the Erosion and Sediment Control Plan and shall be contained within a silt fence/hay bale barrier. The existing driveway shall be maintained throughout construction to be utilized for the site construction entrance.A temporary stabilized construction entrance comprised of a stone anti-track pad shall be installed as necessary to minimize dirt tracking.The purpose of a stabilized entrance is to remove as much soil from the construction vehicle tires prior to exiting the site and traveling on the existing roadways. For dewatering activities during excavation of the footings, a dewatering pump shall be located in a perforated tub surrounded by filter fabric and stone (or approved alternative).Clean discharge should be directed to onsite drainage appurtenances to minimize erosion of soils. Discharge with suspended sediment shall be connected to a sediment bag on undisturbed ground in a location where the discharge will not cause erosion or flow over exposed soils. If the contractor encounters ground water during the excavation of the filtering system, he shall notify the design engineer immediately.The contractor shall store all excavated material at the designated location show on the Grading and Erosion Control Plan with the appropriate erosion control measures corresponding to the stockpile detail. Contractor shall be responsible for maintaining the cleanliness of the streets (driveways/parking and adjacent areas)and storm drain inlet protection(as applicable) Best Management Practices (BMPs) throughout the construction project. Permanent seeding shall be installed immediately after the final design grades are achieved but no later than fourteen (14) days after construction activities have ceased.After stabilization, accumulated sediment shall be removed from site for disposal along with construction debris,trash and temporary BMPs E. Conclusion: The implementation of this stormwater management plan will mitigate the post development stormwater flows and not adversely affect the adjacent properties or the existing drainage system. The stormwater runoff generated by the proposed addition has been attenuated by the construction of an underground storage system. Page 15 Engineer's Report Rye Brook,New York 18 Lincoln Ave APPENDIX A Proposed Condition Calculations I i +I I i 1i 2PI DA #1 Cultec Subcat Rea on Link Routing Diagram for DAM Prepared by{enter your company name here}, Printed 1/26/2023 HydroCAD®10.00-26 sin 09858 0 2020 HydroCAD Software Solutions LLC DA#1 Prepared by{enter your company name here} Printed 1/26/2023 HydroCADO 10.00-26 s/n 09858 ©2020 HydroCAD Software Solutions LLC Page 2 Area Listing (all nodes) Area CN Description (sq-ft) (subcatchment-numbers) 1,250 98 Water Surface, 0%imp, MSG B (1S) 1,260 98 TOTAL AREA DAM Prepared by{enter your company name here} Printed 1/26/2023 HydroCADO 10.00-26 s/n 09858 0 2020 HydroCAD Software Solutions LLC Page 3 Soil Listing (all nodes) Area Soil Subcatchment (sq-ft) Group Numbers 0 HSG A 1,250 HSG B 1S 0 HSG C 0 HSG D 0 Other 1,250 TOTAL AREA DA#1 Prepared by {enter your company name here} Printed 1/26/2023 HydroCADO 10.00-26 s/n 09858 ©2020 HydroCAD Software Solutions LLC Page 4 Ground Covers (all nodes) HSG-A HSG-B HSG-C HSG-D Other Total Ground Subc (sq-ft) (sq-ft) (sq-ft) (sq-ft) (sq-ft) (sq-ft) Cover Numl 0 1,250 0 0 0 1,250 Water Surface, 0% imp 0 1,250 0 0 0 1,250 TOTAL AREA DAM Type Ill 24-hr 25 Year Rainfall=6.40" Prepared by{enter your company name here} Printed 1/26/2023 HydroCAD®10.00-26 s/n 09858 ©2020 HydroCAD Software Solutions LLC Page 5 Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: DA#1 Runoff Area=1,250 sf 0.00% Impervious Runoff Depth>5.69" Tc=5.0 min CN=98 Runoff--O.18 cfs 593 cf Pond 2P: Cultec Peak Elev=108.38' Storage=197 cf Inflow=0.18 cfs 593 cf Discarded=0.02 cfs 593 cf Primary=0.00 cfs 0 cf Outflow=0.02 cfs 593 cf Total Runoff Area = 1,250 sf Runoff Volume=593 cf Average Runoff Depth =5.69" 100.00% Pervious = 1,250 sf 0.00% Impervious=0 sf DA#1 Type 111 24-hr 25 Year Rainfall=6.40" Prepared by {enter your company name here) Printed 1/26/2023 HydroCADO 10.00-26 s/n 09858 ®2020 HydroCAD Software Solutions LLC Page 6 Summary for Subcatchment 1S: DA #1 Runoff = 0.18 cfs @ 12.07 hrs, Volume= 593 cf, Depth> 5.69" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 25 Year Rainfall=6.40" Area (so CN Description 1,250 98 Water Surface, 0% imp, HSG B 1,250 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (fttft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment 1S: DA #1 Hydrograph 0.2 p Runoff 0.19 0.18 cfs 0.18 Type III 24-hr 0.17 0.16. 25 Year Rainfal1=6.40" 0.15. 0.14: Runoff Area=1 ,250 sf 0.13 0.12 Runoff Volume=593 cf Oil 01 Runoff Depth>5.69" ° 0.09- r, 008- Tc=5.0 min 0 07= 0.06 CN=98 0.05 0 04. 0 03 002 0.01 0 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) DA#1 Type Ill 24-hr 25 Year Rainfall=6.40" Prepared by{enter your company name here} Printed 1/26/2023 HydroCAD®10.00-26 s/n 09858 ©2020 HydroCAD Software Solutions LLC Page 7 Summary for Pond 2P: Cultec Inflow Area = 1,250 sf, 0.00% Impervious, Inflow Depth > 5.69" for 25 Year event Inflow - 0.18 cfs @ 12.07 hrs, Volume= 593 cf Outflow = 0.02 cfs @ 11.55 hrs, Volume= 593 cf, Atten= 89%, Lag= 0.0 min Discarded = 0.02 cfs @ 11.55 hrs, Volume= 593 cf Primary = 0.00 cfs @ 5.00 hrs, Volume= 0 cf Routing by Stor-Ind method,Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 108.38' @ 12.67 hrs Surf.Area= 111 sf Storage= 197 cf Plug-Flow detention time=64.2 min calculated for 593 cf(100% of inflow) Center-of-Mass det. time= 63.9 min (797.0-733.1 ) Volume Invert Avail.Storage Storage Description #1A 105.50' 111 cf 6.33'W x 17.501 x 3.64'H Field A 393 cf Overall- 115 cf Embedded = 277 cf x 40.0%Voids #2A 106.00' 115 cf Cultec R-330XLHD x 2 Inside#1 Effective Size=47.8"W x 30.0"H => 7.45 sf x 7.001 = 52.2 cf Overall Size= 52.0'W x 30.5"H x 8.501 with 1.50' Overlap Row Length Adjustment= +1.50' x 7.45 sf x 1 rows 226 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Discarded 105.50' 8.000 in/hr Exfittration over Surface area #2 Primary 110.00' 0.5"x 1".0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads Discarded OutFlow Max=0.02 cfs @ 11.55 hrs HW=105.55' (Free Discharge) t1=Exfiltration (Exfiltration Controls 0.02 cfs) Primary OutFlow Max--0.00 cfs c@ 5.00 hrs HW=105.50' (Free Discharge) t2=0rifice/Grate ( Controls 0.00 cfs) DA#1 Type 8724-hr 25Ye8r R@infall=6.40" Pn8p8[8d bv {enter your company name here} Printed 1/26/2023 Pond 2P: Cu}tec - Chamber Wizard Field A Chamber Model =Cu\baoR-33OXLH0(CubwcRmoharQer(D 330XLHD) Effective Size=47.8"VVx 30D"H => 7.45 aJx7DO'L = 52.2 cf Overall Size=52.0"VVx 30.5"H x 8.501 with 1.50' Overlap Row Length Adiuotnant=+1.50' x7.45ofx1rows 2 Chambers/Row x7.00' Long +150' Rovv Adjustment= 15.50' Rovv Length+12 {Y' End Stone x2 = 17.5O' Base Length 1 Rows x52.0" VWde + 12.O" Side Stone x2 = G.33' Base Width 8.0^ Base + 30.5" Chamber Height+ 6.0" Cover = 3.54' Field Height 2 Chambers x52.2cf +1.5O' Row Adjustment x7.45afx 1 Rows = 115�5cf Chamber Storage 392.5cf Field- 115.5of Chambers= 277.0cf Stone x4O.O96Voids= 110.8CfStone Storage Chamber Storage + Stone Storage = 226.3cf= O.O05of Dxmr8i| Storage Efficiency= 57.7% Overall System Size = 17.5O' xG.33'x3.54' 2Channbem 14.5cyField 1O.3oyStone DAM Type Ill 24-hr 25 Year Rainfall=6.40" Prepared by {enter your company name here) Printed 1/26/2023 HydroCADS 10.00-26 s/n 09858 O 2020 HydroCAD Software Solutions LLC Page 9 Pond 2P: CUltec Hydrograph FA Inflow 018 ofs E-_Outflow 01 0.2- Inflow Area= 1,250 sf 0Pnmaryed o;9 Peak E[ev=108.38' 0.17- 0.16 Storage=197 cf 0.15 0.14- 0.13 0.12 v 0.11 3 0.1 0.09 LL 0.08 0.07 0.06 0.05: 0.02 ds 0.04" 0.02 ds 0.03OMR 0 02 0.00 cfs 0 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) is. --v Z 2P I DA Balance of Site Cultec Subcat Reach on Llnk Routing Diagram for DA#2-3 Prepared by{enter your company name here}, Printed 1/26/2023 HydroCAD®10.00-26 stn 09858 0 2020 HydroCAD Software Solutions LLC DA#2-3 Prepared by {enter your company name here} Printed 1/24/2023 HydroCAD D 10.00-26 sIn 09858 ©2020 HydroCAD Software Solutions LLC Page 2 Area Listing (all nodes) Area CN Descripbon (sq-ft) (subcatchment-numbers) 5,595 98 Paved parking, HSG B (1S) 5,595 98 TOTAL AREA DA#2-3 Prepared by{enter your company name here} Printed 1/24/2023 HydroCADO 10.00-26 s/n 09858 ©2020 HydroCAD Software Solutions LLC Page 3 Soil Listing (all nodes) Area Soil Subcatchment (sq-ft) Group Numbers 0 HSG A 5,595 HSG B 1S 0 HSG C 0 HSG D 0 Other 6,695 TOTAL AREA DA#2-3 Prepared by{enter your company name here) Printed 1/24/2023 HydroCADO 10.00-26 s/n 09858 ©2020 HydroCAD Software Solutions LLC Page 4 Ground Covers (all nodes) HSG-A HSG-B HSG-C HSG-D Other Total Ground Subcatchment (sq-ft) (sq-ft) (sq-ft) (sq-ft) (sq-ft) (sq-ft) Cover Numbers 0 5,595 0 0 0 5,595 Paved parking 1S 0 5,595 0 0 0 5,595 TOTAL AREA DA#2-3 Type Ill 24-hr 25 Year Rainfall=6.40" Prepared by{enter your company name here} Printed 1/24/2023 HydroCAD010.00-26 s/n 09858 02020 HydroCAD Software Solutions LLC Pape 5 Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points Runoff by SCS TR-20 method, UH=SCS,Weighted-CN Reach routing by Star-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1 S: DA#2-3 Runoff Area=5,595 sf 100.00%Impervious Runoff Depth>5.69" Tc=5.0 min CN=98 Runoff=0.81 cfs 2,654 cf Pond 2P: Cultec Peak Elev=104.03' Storage=875 cf Inflow=0.81 cfs 2,654 cf Discarded=0.09 cfs 2,653 cf Primary=0.00 cfs 0 cf Outflow=0.09 cfs 2,653 cf Total Runoff Area=5,595 sf Runoff Volume=2,654 cf Average Runoff Depth =5.69" 0.00Yo Pervious=0 sf 100.00% Impervious=5,595 sf DA#2-3 Type /// 24-hr 25 Year Rainfall=6.40" Prepared by{enter your company name here} Printed 1/2412023 HydroCAC010.00-26 s/nO9858 (g-)2020 HydroCAD Software Solutions LLC Page 6 Summary for Subcatchment IS: DA #2-3 [49] Hint: Tc<2dt may require smaller dt Runoff = 0.81 cfs @ 12.07 hrs, Volurne= 2,654 cf, Depth> 5.69" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 25 Year Rainfall=6.40" Area (so CN Description 5,595 98 Paved parking, HSG B 5,595 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cl's) 5.0 Direct Entry, Subcatchment IS: DA #2-3 Hydrograph 0.9- 085. F0-8—1-ft-1 0.8- Type 11124-hr 075- 01- 25 Year Rainfali=6.40" 065'. 06-: Runoff Area=5,595 sf 0.55 Runoff Volume=2,654 d 0 0,5- Runoff Depth>5.69 0 45-' 0 Z 0.4 Tc=5.0 min 0.35-' CN=98 0.3- 025 0.2 0.15 0.1 005 Ot 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) DA#2-3 Type ///24-hr 25 Year Rainfall=6.40" Prepared by{enter your company name here} Printed 1/24/2023 HydroCADO 10.00-26 s/n 09858 ©2020 HydroCAD Software Solutions LLC Page 7 Summary for Pond 2P: Cultec [82]Warning: Early inflow requires earlier time span [921 Warning: Device#2 is above defined storage Inflow Area = 5,595 sf,100.00%Impervious, Inflow Depth > 5.69" for 25 Year event Inflow = 0.81 cfs @ 12.07 hrs, Volume= 2,654 cf Outflow = 0.09 cfs @ 11.60 hrs, Volume= 2,653 cf, Atten=88%, Lag= 0.0 min Discarded = 0.09 cfs @ 11.60 hrs, Volume= 2,653 cf Primary = 0.00 cfs @ 5.00 hrs, Volume= 0 cf Routing by Stor--Ind method,Time Span=5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 104.03'@ 12.66 hrs Surf.Area= 508 sf Storage=875 cf Plug-Flow detention time=62.2 min calculated for 2,652 cf(100% of inflow) Center-of-Mass det. time=61.7 min (794.9-733.1 ) Volume Invert Avail.Storage Storage Description #1A 101.50, 460 cf 11.17'W x 45.501 x 3.54'H Field A 1,799 cf Overall-648 cf Embedded = 1,151 cf x 40.0%Voids #2A 102.00' 648 cf Cultec R-330XLHD x 12 Inside#1 Effective Size=47.8'W x 30.0"H =>7.45 sf x 7.001=52.2 cf Overall Size=52.0'W x 30.5"H x 8.501 with 1.50' Overlap Row Length Adjustment= +1.50' x 7.45 sf x 2 rows 1,109 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Discarded 101.50' 8.000 iin/hr Exfittration over Surface area #2 Primary 108.00' 0.5"x 144.0" Horiz. Orifice/Grate C=0.600 Limited to weir flow at low heads 4iscarded OutFlow Max=0.09 cfs @ 11.60 hrs HW=101.58' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.09 cfs) Primary OutFlow Max=0.00 cfs @ 5.00 hrs HW=101.50' (Free Discharge) t2=0rifice/Grate ( Controls 0.00 cfs) DA#2-3 Type /// 24-hr25 Year R8infall=6.40" Prepared bx{enter your company name here} PdObed 1/24/ 023 Pond 2P: Cultec - Chamber Wizard Field Chamber Model = Cu|bncR'33OXLHD(Cu|tmcReoharAerO33UXLHD) Effective Size=47.8'Wn3U.[Y'H => 7.45sfx7.O0'L = 52.2uf Owan3|{ 8izo=52.0'Wx 30.5"H x 8.501 with 1 5O Ovedap Rcxu Length Ad usbnent=+1.50' x 7.45 sfx 2 rows 52.0'^Wide + GU" Spacing= 58.0'' C'C Row Spacing 8 Chambers/Row x7.00' Long +1.5O' Row Adjustment=435O' Row Length+12.D" End Stone x2 45.50' Base Length Z Rows x52.O^ Wide + G0'' Spacing x1 + 12.U'' Side Stone x2 = 11 17' BaseVNdth 6.0° Base + 30.5" Chamber Height+GO^ Cover = 3 54' Field Height 12 Chambers x52.2cf +1.5O' Rovv Adjustment x7.45nfx2 Rows = 848.2rf Chamber Storage 1,799.5 nf Field- 648.2cf Chambers= 1.151.2of Stone x40.U96 Voids= 4OU.5ofStone Storage Chamber Storage + Stone Storage = 1.1U87of= O.O25ef Overall Storage Efficiency = 61.696 Overall System Size=455D' x 11.17' x3.54' 12Chennbera OO.OcyField 42.6oyStone DA#2-3 Type tll 24-hr 25 Year Rainfall=6.40" Prepared by{enter your company name here) Printed 1/24/2023 HydroCADE)10.00-26 s/n 09858 O 2020 HydroCAD Software Solutions LLC Page 9 Pond 2P: Cuitec Hydrograph Inflow i 0 81 cc outflow 0.9 Inflow Area=5,595 sf y 0. 85 a fl Peak Elev='104.03' 0 - 075° Storage=875 cf 0.7: 0 65 os_ 0,55- 0,5 045. ti .4 0 0.35 0.3' 0.25 0.2. 0.09 cfs 015. y , 0.1- O.00 0 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) Engineer's Report Rye Brook,New York IS Lincoln Ave APPENDIX C Soil Survey 2 2 } e a v Mot% 00601% O SY 0000a6p ado% 09dWS7 aseowv opgG V OC90" Moosp N w M.a"U,,U M1Z.Iv.a N O NQ a m g m � m Y _O m 2 Z m 3 S; N 7 m O O cn U m 3 Q L 07 G o � Z QQ y N as n_ R O in p; E QQ to 0 z U MX.Iv U M.KA U OLS" 07� 0f7U O�,ST oauo ll.- Oybw U;ei45Y Utix�t OOi[1GS7 SG1 z z o e a e o`o y N N O m m O N m 0- m .L- m m CA CO 10 m �§ L) �' m w : a �° m m CL.7 G m m N y O C m u m E m my °�' � Q7 N _� O1E O yy r a a CD 0 0 E 3 7 m ,� m Y m - O m E m �' c6m w o a� mm " c E mm o 0 Z m n� E m m m mn U } N Q c m m e c t Z m m m Q' $N m m E m m 3 m m O ° y 2� E z mo °i� r a a. c � Nv z m ¢ N m 3 = o m m a H E co) W m m m L m (Lo c- m n Q m u mL m -Co y o o c n,n m o a 0 = m m E mD o m m m c o 3 U u) m o vi Co °• > t`6Z m m > m $� c� mm vn, o E am E E m Lcn Z a a c � vL m m n o2 = co m n m m Ec a n� m m Z m nti_ m m m m amv Q CO O J O L n co O m m m m 0 _ p .D y E G. O m m L m�' L m Q U C C v Cf O N O .. y c m m m cap m ° ° c cm 0 o c Z� rL�i o `—"c Qp 3 m ov n � �o E m c90 to m `o � o o m m m o m � ¢ no m � ° � v c W C C ec (m9 U, m UU) V W am c= E4 mN aIDm LN C m m m > O. Q7 UO to .L.. — Z — O G7 fU C C C U m m p m p m 0 dl L U L ..-- 0 7 O LP m L O E'L ►- � 3 w E _ m a E cn3: L) n'va m H o U) U) U) Y } 3 > m m Z � c > p Cl) U 3m m N — m m n LD y t 3L) L ` 3 2 c U m a m > c = v v S m Q g o 0 m o t Z ¢ r � E 0$ m '3 o ¢ d 0 o c m Z m —" m � $ c� a) ccnn > 3 o cn 7 � F e S a m � � w � � � aCL ® C) 3 w a m ) a (D m c _ c c c c c n - ) 3 ; O 3 n W 7 p r m a o a _ o o m cn Q IL m m G b m E 0 O T O U `O c @ 'sCc v Q p U p m ) p COC 8 cn 0 to fn fn fn 3 a u c m Q El a ° o _ Z l° m � c ca o ZU gm Soil Map—Westchester County,New York Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI ChB Charlton fine sandy loam,3 to 1.8 100.0% 8 percent slopes UhB Urban land-Chartton complex, 0.0 0.0% 3 to 8 percent slopes Totals for Area of Interest 1.8 100.0% LsDA Natural Resources Web Soil Survey 1/26/2023 Conservation Service National Cooperative Soii Survey Page 3 of 3 / Building Permit Check List&Zoning Analysis Address: N C.6 L_c," A u r- SBL: Z-7 Zone:�1 ,D Use: ZI Ir-> Const.Type: Other. Submittal Date: b I'1 Z'Z— Revisions Submittal Dates: Applicant CT 4 2022 Nature of Work: — L.t k L.Zb i Reviews:ZBA:A U G — 3 202 PB. BOT: Other. ( ( ) FEES:Filing. < " BP: 1,l 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: ( ) ( ) ENVIRO:Long. Shore Fees: N/A: SITE PLAN:Topo: ite rotection: S/W Mgmt.: Tree Plan: Other. "J VEY:Dated O Z l Cuaenr ✓ Archival Sealed f Unacceptable ( ) (�PLANS:Date Stamped ✓Sealed Copies. Z 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. ( ) ( ) 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. 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. (4�LRB mtg.date: 8 1 L approval notes: ( )ZBA mtg.date: approval;- notes: ( )PB mtg.date: approval: notes: REOUTRED EXISTING PROPOSED NOTES 17`�. �Ok, 9�E32 ok. Circle: S FroaragCoo Front Front V Sides: _S Z•`J Rer. gI 0 , Main Cov Z Accs.Cov ,S D Ft.H : S .HS : _UA. Tom: Z 1 S l !!� 5-1 00�::) 144 00 Ft Im : Height/Stories: notes: I tti1 L M. S e. Residential Building Permit Fee Work Sheet Permit#: Date Issued: SBL: Zone: Address: Property Owner&Contact Info: Job Description: For all new dwellings ar C S $ n Sybcal Vuc a � F-eDQ �S « Kisting dwellings, the f � �� -the mo,C)"OCQ sc- , v- t oc QAc - Total Sq. Ft. (exc e Basement Sq. Ft. E�-4s�oc uS� t� man here-� ° --------------------------------- c5 ----------- New Construction Sq.Ft. �� � � ag Pemut Fee Basement= sq.ft.) -t1A '0. �e Fc, G30.Cc�r c Attached Garage= sq. ft. M ,f,%ca,41 Cam. (Yl 1 C 0 <. n `( MVO l Cn ht F1. = sq. ft.: Co nm efAS Z"d Fl. = _ sq. ft.x$300.00= $ x$I5.00/$I,000.00 = $ 3,1 Fl. = 4d'Fl._ Total Sq.Ft. _ Date: `� tj BUILfIET MENT VILOF RY OOK 938 KING RYE BR ,NY 10573 AUG - 2 2022 tj_)_9 VILLAGE OF RYE BROOK BUILDING DEPARTMENT 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: 18 Lincoln Avenue,Rye Brook,NY 10573 Date of Submission: Parcel ID#: 135.65-1-27 Zone: R-10 8/2/2002 Proposed Improvement(Describe in detail): Installation of a new Pre-fabricated Barn measuring APPLICANT CHECK LIST: 40'X 50'for use as a utility accessory structure. MUST BE COMPLETED BY THE APPLICANT The following items must be submitted to the Building Department by the applicant-no exceptions. Carmen Magar 1. ( Completed Application Property Owner: 2. (✓�Two(2)sets of sealed plans. {one full size {maximum Address: 18 L1nGnln Avenne�RTRTOOk,NY 10573 allowable plan size=36"x 42") and one 11"x17") 3. (✓)Two(2)copies of the property survey. Phone 646-421-3424 4. Two(2)copies of the proposed site plan. Applicant appearing before the Board: 5. (vy One electronic/disc copy of the complete Carmen Magar application materials. 6. Filing Fee. Address: 18 Lincoln Avenue,Rye Brook,NY 10573 7, (�)Any supporting documentation. 646-421-3424 8. (414 HOA approval letter. (fapplicable) Phone 9. (-)Photographs. Architect/Engineer: Maegan Walton,RA,LEED 10.(-�f Samples of finishes/color chart. (a sample board or Phone# 646-234-3702 model may be presented the night of the meeting) 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 be ore me this Sworn to before me this 6Z day , 20 Z day ' AtkhAl 20 o2oZ k Signature of Property Owner Signa of Applicant 0 a Carmen Magar Carmen Magar Print Name of Property Wtrer. Name of Applicant No ary Pu is CLAUDIA UVALDO NOTARY PUBLIC,STATE OF NtW YORK NO.01 UV6107856 OUALIFIED IN COUNTY COMMISSION EXPIRES APRL P 12,,2024 NOTA CLAU pl RY PUBLIC A VVALDO QUAL IFIED NO.0 j UV6 t 070E NEW '��2 I COMMISSIOIN/EXPiR SA856 EF?C COUNTY 202a VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET, RYE BROOK,NY 10573 (T) 939-0668 (F) 939-5801 ARCHITECTURAL REVIEW BOARD IN PERSON MEETING AUGUST 17, 2022 @ 7:30PM PAGE 02 NAME& TYPE OF MOTION SECOND APPROVED REJECT LOCATION APPLICATION 18 Lincoln Ave New Detached Barn 5751 (Magar) Style Utility Building ( rf�' `3 18 Lincoln Ave New Solar Array on 5752 Road (Magar) Detached Utility Building. 11 Loch Lane Enclose 2nd Fl Front 5753 (Karasik) Porch ML / NM MR SE JM SF AC MI KC r ' VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET, RYE BROOK,NY 10573 (T) 939-0668 (F) 939-5801 ARCHITECTURAL REVIEW BOARD IN PERSON MEETING AUGUST 17, 2022 @ 7:30PM NAME&LOCATION TYPE OF APPLICATION MOTION SECOND APPROVED REJECTED APPL.# 4 Birch Lane Roof Top Solar Array Consent 5740 (Hartman) System Agenda 52 Greenway Lane New Panel(s) of Arbors ~Consent 5741 (Vladsky) Standard Design Fencing Agenda 9 Phyliss Place Replace Old 6ft High Consent 5742 Stockade Fence with New Agenda Stockade Fence 4 Loch Lane Replace Sliding Door& Consent 5743 (O'Neill) Windows on House. Widen Agenda One Window 15 Paddock Rd Seasonal Above Ground Consent 5744 (Santorelli) 15' Round Swimming Pool Agenda 18 Hillandale Road Amendment to Prior 5745 (Marks) Approval (Pool Barriers) Fence Changes I Castle view Ct 1 Story 2 Car Detached 5746 Garage 14 Whippoorwill Rd In-Ground Swimming Pool 5747 (Martel) CS w/Coping & 4' 0" high Fence Barrier 13 Old Orchard Rd One Story Rear Addition 5748 1 Dorchester Drive 1st Story&2nd Story 5749 (Duir) Additions, New Windows & Rear Patio 102 S. Ridge Street New Sign and Awning 5748 "Customer's Bank" 124 Country Ridge Legalize New Outdoor 5750 Drive(Brookman) Kitchen& Patio ML NM MR SE JM SF AC MI KC Steven Fews From: Steven Fews Sent: Tuesday, November 15, 2022 4:35 PM To: Joaquin Alemany Cc: Mike Izzo Subject: RE: 18 Lincoln - fire extinguisher system application Attachments: 18 Lincoln Fire Supresssion spec.pdf Expires: Wednesday, March 15, 2023 12:00 AM Good Afternoon Mr.Alemany, As a follow up to our conversation, be advised that I to a cursory review of the Fire Suppression application&specs you dropped for possible use within your Barn type structure. Here are my comments. 1. The 8 X 11 sheets have small details printings that are difficult to read. Please provide a larger format.Two sets of 11 X 17 would be preferred. 2. The specs sheets appear generic and don't provide full details. For instance what is the lifespan and/or maintenance schedule of these Fire Extinguisher type suppression devices?Will they need annual recharging and inspection like a fire extinguisher? 3. How will the installation and mounting of these units and system effect the structural integrity of the prefab barn structure?The extinguishing devices appear to be about 10lbs each, but the barn structure will need to be drilled or screwed into to mount these devices. We need detail and a plan on this.. 4. My understanding is that the barn structure is going to be open on one side and not heated.Are these devices and sprinkler heads compatible with the changing seasons and temperatures.Are they able to be used and remain operational for long durations of exterior use? 5. Who is or will be the installer of this system? Is it the professional manufacturer of this system? We will need their information. Those are my comments. Mr. Izzo will be back on Monday and he may have other comments as well. Thank You. Steven E. Fews Assistant Building& Fire Inspector Office (914) 939-0668 Fax(914) 939-5801 From:Joaquin Alemany<Joaquin.Alemany@wu.com> Sent: Monday, November 14, 2022 10:31 AM To:Steven Fews<SteveFews@ryebrook.org> Subject: 18 Lincoln -fire extinguisher system application Hi Mr. Fews, Hope all is well. I just submitted a draft application for a fire extinguisher system application. I had a couple of conversations with Mr. Izzo because this is a bit of a special case so please let me know if we could briefly get on the phone to discuss when you review. Thank you so much, 1 Joaquin Joaquin Alemany Global Head of Digital Banking Western Union Mobile: +l 6464097252 Email: Joaauin.alemanv@wu.com WesternUnion The information transmitted, including any content in this communication is confidential, is intended only for the use of the intended recipient and is the property of the Western Union Company or its affiliates and subsidiaries. If you are not the intended recipient,you are hereby notified that any use of the information contained in or transmitted with the communication or dissemination, distribution, or copying of this communication is strictly prohibited. If you have received this communication in error, please notify the Western Union sender immediately by replying to this message and delete the original message 2 Michal Nowak From: Michal Nowak Sent: Friday, October 7, 2022 9:S1 AM To: carmen.magar@gmail.com; maegan@sogliastudios.com Subject: 18 Lincoln Avenue - Magar - Utility Building Good morning, The plans for 18 Lincoln Avenue have come to the Public Works/ Engineering Dept for review regarding stormwater and drainage. Stormwater management is required per Code Section 217 for the project to capture runoff from ALL impervious surfaces.The below attached comments need to be addressed prior to the project moving forward. 1.) A deep hole percolation test needs to be performed,witnessed by Village Of Rye Brook. Perc tests results to be on plan. 2.) Stormwater shall be designed for full capture of ALL impervious onsite. House, driveway,walkways, patios, decks etc. 3.) Design storm is 25 years at 6.2" of rainfall 4.) Coefficient of Runoff Cn shall be 98.... No credit for pre and post development 5.) Drywells to be interconnected on bottom 6.) If Drywells are to be split up on property then respective roof areas shall be designated for each group of chambers 7.) Drywells shall be 10 feet from property lines. Please submit 3 copies of plans addressing the above items. A2 I"d 1.Naw«k Superintendent of Public Works And Engineering iSA Arborist Village of Rye Brook 938 King Street Rye Brook,NY 10573 P: 914-939-0753 x 2965 F: 914-939-5801 "J ecfiCie 2L'aaf a —:i Fie heat freat of W.3 V it age„ 1 Mike Izzo From: Mike Izzo Sent: Tuesday, November 29, 2022 9:37 AM To: Joaquin Alemany;Joaquin Alemany Cc: Steven Fews Subject: RE: 18 Lincoln -fire extinguisher system application Dear Mr. Alemany, Please note that regardless of Steves comments on your sketch, in order for the Building Department to consider approval of any application to install a fire suppression system we must have detailed plans sealed by a NY State Licensed Professional, like an Architect or Engineer. Thank you. lfft and(T Izzo Building & Fire Inspector Village of Rye Brook, NY (914) 939-0668 From:Joaquin Alemany<joaquin.alemany@gmail.com> Sent: Monday, November 28, 2022 12:11 PM To:Joaquin Alemany<Joaquin.Alemany@wu.com> Cc:Steven Fews<SteveFews@ryebrook.org>; Mike Izzo<Mlzzo@ryebrook.org> Subject: Re: 18 Lincoln-fire extinguisher system application Dear Mr. Fews and Mr. Izzo, Hope your thanksgiving vacation was good. We delivered additional print-outs of the plans last week Tuesday. Attached is the letter for Haven Fire Safety on your questions and also pictures of the brace and the mounting. Let me know if this covers all your questions and we can move forward with the system. Thanks, Joaquin 1 _ � �� ",` �;.��. _ '� r_� �� . ,� �. .� ` � � � ., ,� ,.. - ��� �� } �� F � i_ 4 -: �! � 4 1i _' ti � R1 I i I i� � � '. a �' � , i � ,. '`' 1: r' w' � i f! � � �, 9 ,: r 1 f�-,� a' �" ' � 1, '.. f'f� � t i 2 kt�:, � � ''` `s df+e .�� '' a � y � � ��� y� � �! A�v:i a� '. 4 � L 4` �'ej ;" ` •S '� �. ._ f7 ' R f� �■� �' � .f �� � s � � , �. _ r �,. 3 Joaquin Alemany mobile+1.646.409.7252 On Nov 18, 2022, at 5:30 PM,Joaquin Alemany<Joaauin.Alemany@wu.com>wrote: Dear Mr. Fews, Apologies for the late response—the week took over me... Thank you for your feedback on the permit application, I have been working through it with the Haven Fire Sprinkler company and with my contractor(George Pagnotta)that will help with the installation. The Haven team is putting together a letter to answer your questions below. But I wanted to give you a preview of the information I have gathered. To our points: 1. You request larger format printing. I will arrange this. 2. The lifespan of the device is 5 years, after that, the devices can be replaced or can be refitted with an hydrostatic pressure check. I will get the letter from the manufacturer that states this. 3. They come with a simple mount brace that can be attached to any beam or joist.They are sending me a picture of it as you request. 4. The barn structure has 4 garage doors. I was going to install doors to avoid that the structure would be fully open during the winter and it could be a place where animals took cover. 5. George Pagnotta, who is the local builder for the barn,will also do the installation of the automatic fire extinguishers. I believe you have his information on file? I am also attaching the sprinkler head specifications—you can see that it is a common sprinkler head used in sprinkler systems and UL certified.The temperature range is-67F to 200F, so even if the structure was to stay open,the temperature range should not be a problem. Hope this helps and hope you have a nice weekend, Joaquin Joaquin Alemany Global Head of Digital Banking Western Union Mobile: +1 720244 3280 Email: Joaauin.alemanv@wu.com <image001.png> From:Steven Fews<SteveFews@ryebrook.ore> Sent:Tuesday, November 15, 2022 2:35 PM To:Joaquin Alemany<Joacluin.Alemanv@wu.com> Cc: Mike Izzo<Mlzzo@ryebrook.ore> Subject: RE: 18 Lincoln -fire extinguisher system application 4 CAUTION:This email originated outside the organization. Do not click links or open attachments unless you recognize j he sender and know the content is safe. Good Afternoon Mr.Alemany, As a follow up to our conversation, be advised that I to a cursory review of the Fire Suppression application &specs you dropped for possible use within your Barn type structure. Here are my comments. 1. The 8 X 11 sheets have small details printings that are difficult to read. Please provide a larger format.Two sets of 11 X 17 would be preferred. 2. The specs sheets appear generic and don't provide full details. For instance what is the lifespan and/or maintenance schedule of these Fire Extinguisher type suppression devices?Will they need annual recharging and inspection like a fire extinguisher? 3. How will the installation and mounting of these units and system effect the structural integrity of the prefab barn structure?The extinguishing devices appear to be about 10lbs each, but the barn structure will need to be drilled or screwed into to mount these devices. We need detail and a plan on this.. 4. My understanding is that the barn structure is going to be open on one side and not heated.Are these devices and sprinkler heads compatible with the changing seasons and temperatures.Are they able to be used and remain operational for long durations of exterior use? 5. Who is or will be the installer of this system? Is it the professional manufacturer of this system? We will need their information. Those are my comments. Mr. Izzo will be back on Monday and he may have other comments as well. Thank You. Steven E. Fews Assistant Building& Fire Inspector Office (914) 939-0668 Fax(914) 939-5801 From:Joaquin Alemany<Joaquin.Alemanv@wu.com> Sent: Monday, November 14, 2022 10:31 AM To:Steven Fews<Steve Fews @ryebrook.ore> Subject: 18 Lincoln-fire extinguisher system application Hi Mr. Fews, Hope all is well. I just submitted a draft application for a fire extinguisher system application. I had a couple of conversations with Mr. Izzo because this is a bit of a special case so please let me know if we could briefly get on the phone to discuss when you review. Thank you so much, Joaquin Joaquin Alemany Global Head of Digital Banking Western Union 5 • Mobile: +l 6464097252 Email: Joaauin.alemany@wu.com <image001.png> The information transmitted, including any content in this communication is confidential, is intended only for the use of the intended recipient and is the property of the Western Union Company or its affiliates and subsidiaries. If you are not the intended recipient,you are hereby notified that any use of the information contained in or transmitted with the communication or dissemination, distribution,or copying of this communication is strictly prohibited. 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NA REVBIONB PER PLAN EXAMINER GGMMENTS SHEET TITLE ` PROPOSED SITE RIGHT SIDE YARD OF HOUSE AND AREA FOR THE PROPOSED BARNSTRUCTURE FRONT RIGHT SIDE OF HOUSE STREET VIEwOF NEIGHBOR AT 20 LINCOLN AVENUE PLAN AND SITE IMAGES 1 PROPOSED SITE PLAN AND ELEVATION 2 SITE IMAGES SHEET NO. SCALE 1132=, SCALE NT s. Al .00 3OF4 a 20 BUILDING DEPARTM THIS LOCATION SURVEY WAS PREPARED FOR TITLE PURPOSES ONLY. OFFSET DIMENSIONS ARE NOT TO BE USED FOR CONSTRUCTION. SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. LAND N/F RONALD KNUDSEN LAND N/F MARIE ANN CAPOCCI LAND N/F JOHN JARED HAINES wooD 6FNCE� N. 88'-49'-00" E. vrooD FENCE A',UNG LINE+j- 345.00' ¢ sNEo —D FENCE C/L FENCE�I ❑ D.a'N. GATE 0 MACADAM _______ W -� / —DRIVEWAY �7 -spa4e u wIu LOT NO. 67ry W MAP NO. 7004 { PLATFORM ;�.; SHED END FL.'\ / BAY-ADL 0 1 TWO srDRY STONE SEG.-1fi.0] ;su>+ynK STONE&FRAME / WALK BLK.-t '$°x DtvELLINN �o —WooD FENCE LOT-n Ia - 0.9'W. (-A%MAPj Z OCREEN PORCH r: WINDOW-� ND IF ROVE , WELL qq3 (Ty'.) a�DNL�Y z �s I D�TYP; - o W 3 `FILED MAP LDT (TYP,) v Z LOT AREA =88,320.00 +- S.F. (2.0275 ACRES) o I Z �WOOD FENCE Q 32 n j oN urve E/w �tooDNFENce Ri w �- �� AUG 2 2022 45.00' S. 88'-49'-00" W. +(` VILLACE OF RVE BROOK D sL NENc LAND N/F KATHRYN V. FATALE � BUILDING DEPARTIl9ENTT LOT NO. 27 MAP NO.7°D4 NeaTllElE11w 11 sT110 N�'a"�"` SURVEY OF PROPERTY #18 LINCOLN AVENUE LOT 27, BLOCK 1, SECTION 135.65 RYE BROOK, WESTCHESTER COUNTY, NY STEPHEN F. HOPPE, L.S. SCALE: 1" = 30' LICENSER PRO 5510 AL LAND SURVEYOR DATE: SEP. 10, 2021 711 ROUTE 3- A P N,NY 10983 Map Reference:Being h ae p-of Lot No.6 av a mup a ,&d:"Map Ceetified re:Carmen A--Marie Magaz wd loagmh V.Al,—y Saveh.;Old N LI 0 539 FILE NO: 661 1-21 of laud helovgivg to Shenvmck Realty Corp',,'filed in the Westchester Republic National Title hlaurauee Company;Bleckaeie Title Agency Corp.;Welle Comty Clerk's Otlloe on December 24,1919 m-Map No.2221. Fargo Bank,N.A.,im succes and or assigns,as theh imreffi may appear TITLE NO:BA-21-2934 L5.