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Home My WebLink AboutBP20-205PERMIT # &F; Q- G;oS DATE: % C) a . EKP:, SECTION 19LO 17 00 BLOAoi LOT TYPE OF WORK rO�(/1�// ` JOB LOCATION &443 3 N66A e/ d-ge 67YP EST. COST �J V✓CO # Ira _ FEEAtto) t� TCO # FEE DATE INSPECTION RECORD DATE I NSP FOOTING a��1 FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING RGH PLUMBING GAS SPRINKLER ELECTRIC LOW -VOLT C ALARM AS BUILT a9 FINAL y.-3968 �9 73)001 f�O/8s,*, - I t/tiLi � �o35��L; Ala •"d ► �� 'ye�� 3 �P t%) �o ?,)/Jo/etco OTHER APPROVALS aR6 ,S jL, aoac BOT PB ZBA OTHER AS-BUILTIFINAL SURVEY REQUIRED PRIOR TO FINAL INSPECTION VILLAGE OF RYE BROOK WESTCHES Cou.NTY, NEW YORK L, NO. 22-119 Certificate of Orcupaurp This is to certify that �C/7 �y�P/ s lJUrl/'1 Q 6a-bVI /of, -PY e, .8 0c�k, NY having duly filed an application on JU I� 20��requesting a Certificate of Occupancy for the premises known as, 43o'? /V 1f1k) RJ dQf> �S r�e f , Rye Brook,NY, located in a R-/5 Zoning District and shown on the most current Tax Map as Section: 1 8 Block: Lot: a and having fully/complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No. C/of 05 , issued IOY,;-;?6 20 o O, 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: �'� / Qj��— >��/'L*' Construction: T for the following purposes: /h - �J /� Poo/ O / i Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the following: 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 sIWI be made nor shall the building be moved from one location to another until a permit to accomplish such change has e o ' e from the Bui Inspector. AUG 2 2 2022 Building Inspector,Village of Rye Brook: Date: k.7 �C�`.fj U b�✓ . 19 4V16 afifL6lfklliJaW VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0668 Christopher J. Bradbury www.ryebrook.org TRUSTEES BUILDING& FIRE INSPECTOR Susan R Epstein Michael J. Izzo Stephanie J. Fischer David M. Heiser Salvatore W. Morlino CERTIFICATE OF COMPLIANCE .august 22,2022 Frank Gabriel&Danna Gabriel 432 North Ridge Street Rye Brook,New York 10573 Re: 432 North Ridge Street, Rye Brook,New York 10573 Parcel ID#: 129.68-1-2 This document certifies that the work done under Mechanical Permit #21-036 issued on 3/11/2021 for the installation of a 500 gallon under-ground propane tank has been satisfactorily completed. Sincerely, Michael J. Izzo Building&Fire Inspector /to For office use only:BUILD E , ENT PERMIT# o 7 JUL - 8 2�22 VIL OF RYE ,OK ISSUED: 38 KING STRE YE BROOK, f YORK 10573 DATE: VILLAGE OF RYE BROOK ] 9 A6,61�0� FEE: W c PAID BUILDING DEPARTMENT 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 4t4►it►4►ttf4f4►4f4►f444f#44i444t##t#itrt4t4t#f#►rtt4t4tt#►f4►4##4irtirt#•4#ti4t4tkt####•4#►t##k#tt4ttt4k4t4t#ttt#tt4►t#4tk4#4Ftt Address: 432 N Ridge St Occupancy/Use: Residential Parcel ID#: 129.68-1-2 Zone: R-15 Owner: Frank Gabriel Address: n P.E./R.A. or Contractor: Ahneman Kirby Address: %/ 7/ �Qs��u�i�U�.4Ve /j✓trslc CT_ Person in responsible charge: Address: < I I 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: Frank Gabriel being duly swom,deposes and says that he/she resides at 432 N Ridge St (Print Name of Applicant) (No.and Street) in Rye Brook in the County of Westchester in the State of NY 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:$ -1 51 � =SC1 , for the construction or alteration of: Inground pool in the rear yard. Installation of stormwater management controls 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. �� T Sworn to before me this Sworn to before me th' day of vLY , 20 4' day of 1,7vbY 0 Sig ture of Property er Sig of Applicant Frank Gabriel �rya Print Name of Prope6y Owner Print Name of AwfIcant Not ry Public Nota is D�AL� QR@N MEXANDER Notay Pu I ALb41616 41646"vw Rork Notary PUb1C of N9W Y I.D.01A Q*4 z/2o2 I COMMISSION DM RPS93/0'I/2025 I.D.01AL641646 COMMiM111"O(PIRB 03/01/2025 yE QRC? VQ l mac,Vy.� ,,/� �9a2•'��O BUILDING DEPARTMENT ILDING 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: 00SECT: BLOCK: LOT LOCATION: � OCCUPANCY: `(\ J i ❑ VIOLATION NOTED THE WORK IS...P 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 Village of Rye Brook ° Public Works and Engineering Department °Y 938 KING STREET•RYE BROOK,NY 10573 1982 •- (914)939-0753 FAx(914)939-0242 INSPECTION REPORT Address: � � � /`''/ //U !� Date: � +/ ;�_ Z/ Name : �r/ /��/:L. Location: A_Xxr/� G� � Permit#: �J Phone: Email: Work being Inspected: &/ A" Work Inspected is: (f5l Rejected Re-Inspection Required Violation Noted Code Section Code Section: Action Taken Code Section: Action Taken 118 Erosion Sediment Pass Fail Violation 210 Storm Water (V Fail Violation 135 Refuse Pass Fail Violation 215 Street Sidewalk Pass Fail Violation 213 Steep Slopes Pass Fail Violation 235 Trees Pass Fail Violation 216 Illicit Discharge Pass Fail Violation 245 Wetlands Pass Fail Violation Other: Pass Fail Violation Notes: Diagram: Signatur4_e!��-_ IBIf3R ,� Q�i� F '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.or - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS: DATE: PERMIT# L ISSUED: Z' SECT:/ L � 6%LOCK: LOT: LOCATION: D` 1� `C OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION n '�„n` REQUIRED ❑ FOOTING �`(L(� 2' ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS .P. GAS FUEL TANK FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER A C��.ym2 BUILDING DEPARTMENT ❑BUILDING INSPECTOR VXSSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK 13 CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : J � } DATE: 21 PERMIT# ; l L ISSUED: Z SECT: BLOCK: LOT: LOCATION: G � - �C C./ OCCUPANCY: Z I D ❑ VIOLATION NOTED THE WORK IS... V ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING !�� ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION -T l ` �- �� c � ❑ NATURAL GAS G v ❑ L.P.GAS , ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE Raj 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR SSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK O LODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 �f (914) 939-0668 FAX (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - l � ADDRESS:_ J DATE: � -jo (` � 1 o-20 PERMIT#k,( `�'� ISSUED: to 1 SECT: , F `• ILOCK: LOT: LOCATION: OCCUPANCY: ) ❑ VIOLATION NOTED THE WORK IS... Q ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION t 1\ REQUIRED ❑ FOOTING V] ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS �` G ' g 1 ❑ L.P. GAS 6OC)\ ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL w ❑ OTHER QyE BRC��. O� 2m 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.or$ - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS: T � � � � DATE' PERMIT# � ISSUED:1 U `z'b SECT: `i L4LOCK: LOT: LOCATION: �"� OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION 1 REQUIRED _0 FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION 44 ❑ NATURAL GAS ❑ L.P. GAS ti ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER BUILDING DEPARTMENT D [E C IEN IE VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 APR - 9 2021 .19 (914)939-0668 FAX(9.14)939-5801 www,a*brgo!$,org VILLAGE OF RYE BROOK BUILDING DEPARTMENT FOR OFFICE USE ONLY: AFFT2 Approval Date: Pe it# Z O -- S ; Application# Approval Signature: ARCHITECTURAL REVIEW BOARD: N__ Disapproved: ; Date: APR 2 1 2021 BOT Approval Date: Case# Chairman: <yx�-- PB Approval Date: Case# Secretary: . ZBA Approval Date: Case# Other: Amendment Fee: Permit Fee: . APPLICATION TO AMEND APPROVED PLANS Application dated: 4/82021 is hereby made to the Building Inspector of the Village of Rye Brook,NY,to amend the approved plans associated with an existing open permit,and/or from any prior approvals granted by the approval authority as per detailed statement described below. 1. Job Address:432 N Ridge St Existing Permit#: 20-205 2. Parcel ID#:129.68-1-2 Zone: R-15 Original Approval Date: 10202020 3. Proposed Amendment(Describe in detail): Fence color change to black 4. Property Owner: Frank Gabriel Address: 432 N Ridge St Phone#917-440-3988 Cell# e-mail fgabes(Pmsn.com Applicant: Address: Phone# Cell# e-mail Architect/Engineer: Ahneman Kirby Address: 1171 E Putnam Ave, Riverside,CT 06878 Phone#203-869-7707 Cell# e-mail kaw@ahnemankirby.com 5. Occupancy;(1-Fam.,2-Fam.,Comm.,etc[])Prior to construction: 1-Fam After construction: 1-Fam 6. Will the proposed amendment require the installation of a new,or an extension/modification to an existing existing automatic fire suppression system?(Fire Sprinkler,ANSI,System,FM-200 System,Type I Hood,etc❑ )Yes:-0 No:-0(if yes,you must submit a separate Automatic Fire Suppression System Permit application&2 sets of detailed engineered plans) 7. Will the proposed amendment disturb 400 sq. ft. or more of land,or create 400 sq.ft.or more of impervious coverage requiring a Storm water Management Control Permit as per§217 of Village Code?Yes:-0 No:0 Area: 1 3/21/19 ,8. Will the proposed amendment require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes: No: ✓1(if yes,you must submit a Site Plan Application,&provide detailed drawings) 9. Will the proposed amendment require a Steep Slopes Permit as per§213 of Village Code Yes: jallo:EL(ifyes,you must submit a Site Plan Application,&provide a detailed topographical survey) 10. Is the lot located within 100 ft of a Wetland as per§245 of Village Code? Yes:LLNo:_&(if yes,the area of wetland and the wetland buffer zone must be properly depicted on the survey&site plan) 11. Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9/28/07? Yes:Q No: (if yes,the area and elevations of the flood plane must be properly depicted on the survey&site plan) 12. Will the proposed amendment require a Tree Removal Permit as per§235 of Village Code?Yes:LLNo:_&(if yes,you must submit a Tree Removal Permit Application) 13. Does the ro osed amendment involve a Home-Occupation as per§250-38 of Village Code? Yes:jallo:_&If yes,indicate: TIER I:�TIER lI:a TIER III:0(if yes,a Home Occupation Permit Application is required) 14. Will the proposed amendment result in additional square footage to the building or subject structure,and if so,provide such additional footage here. N/A (Please submit additional Bulk Regulation Application Pages for review) 15. What is the total added cost of the work associated with the amendment: $0 (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.) 16. N.Y. State Construction Classification: N/A N.Y. State Use Classification: N/A 17. Estimated date of completion:8/1/2021 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. 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 nuli and void,and will be returned to the applicant. Please note that application fees are non-refundable. / �/, 't `ount: o enc�aItnate o exas Fi & IdcQR3fc ) as: Frank M Gabriel being duly sworn,deposes and states that he/she is the applicant above named, (print nacre of individual signing as the applicant) and fiuther 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 arry 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. Notarized online using audio-video communication 8th Sworn to before me this 8th Sworn to before me this day of April , 2021 day of April ,2021 t-o r\A, /Lt, G Q f,r,l� &4 claz, P.Q. Signature of Property Owner Signature of Applicant Frank M Gabriel Frank M Gabriel Print Name of Property Owner Print Name of Applicant ll Ewa h"(� 4w �C/� Notary Public Notary Public 2 ```\ \\�4 ?�i �IsP�V�ap'�",� Micheal Petersen Michael Petersen D 6� • ID NUMBER = e_ ID NUMBER r rJ_ 13229257-0 ^^^ r 13229257-0 ib7rE OF tj�\` COMMISSION EXPIRES ��j�'"t or tE+��\ COMMISSION EXPIRES .121 19 December 23.2023 7/7//91/1"1111 December 23,2023 P�e�� lam- •� �� " �� i �� \� �! i� \3�� " `S�� `•� l�1�� l- l*� \i� •�� P OD fC4i a c �t M > F A OC N t S r 16 E-� 40400' m � y o W ON > V1 Q 004, 00 0 m Q z a U �• r A w � 1� CO ;D OF" V 1 4 �,� W Wj 5 " U V w ,� z0�% G� Z � c Z AC V "a w � , z Orr c z a V z Q W G u11.0 .� 16 E- � = Q � eh F z c o < U -' < co O16r. t a 4 a a 6 0 0 6 6 4(;- V. 4---- C;f;- ew�*WA9org D BULENT VILOF RYEOK MAR 31 2021 938 KIN NY 10573 VILLAGE OF RYE BROOK (914) 39-5801BUILDING DEPARTMENT ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required Q FOR OFFI( ' t Sl*: O,s1,1 BP#: 00--dcS— EP#: Approval Date: 202 Permit Fee: $Z 16 Approval Signature: Other: Disapproved: (fees are non-refundable) ******************************.**�**************** *** ******************************************** Application date , �i/hereby made to the B lding Inspector of the Village of Rye Brook NY, for the issuance of a Permit to install and/or remove electrical equipment, wiring, fi tures ,or to perform other high or low voltage electrical work as per the detailed statement described below. The applicant & property owner, by signing this document agree that all electrical work performed will,be in conformance with all applicable Federal, State,County and Local Codes. 1.Address: y /V 0tzT'C 1L 1c1 cam" S7`c SBL: I Cnn I/s., Zone:0 2.Property Owner: �/Z,G1-N .,I: Q / G L. Address: ! S Z /V 6"bA- Phone#: Cell#: ematill. 3.Master Electrician: N�G/d ��ZCC�yitJ/rJ Co Address: r►t LE Lic.#:�_Phone#: Cell#: email: Company Name: CC G4 /�/� mil" I�� Address: 4.Proposed Electrical Work/Fixture Count: O� ATATE,OF NEW YORK,COUNTY OF WESTCHESTER ) as: )q'L /U! betting drily sworn,deposes and states that he/she is the applicant above named,and does further (print nam f is idea signing as tl a applicant) state 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 archit t,contractor,agent,attorney,etc.) 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 tybefore me this Sworn to beforWQ this Air day o 3 \ L 20 --2-t day of 20 ��spJ�S IJ I ofplS ature o PropertyOwner Si a icant k'__6,4 U e el- ( U Print Name of Property Owner int andQ �p 'GAG N STEV . G NON t A NOS PUBLIC- O NE N N O1 10023 Notary Ptt�ic0 A61 Quo din tchester Courtly •uoNN•d i We • •r Ctwmy My Commission xp es October 14. 20 My Comml n Expires ctober 14, 20 Z- 3/21/19 r �� lob Westchester Rockland Electrical Inspection Services, Inc. Phone.- 914-34 -3 95 DO NOT WRITE HERE-FOR OFFICE USE ONLY 43 North Lawn Avenue Fax: 914-347-3596 Elmsford, NY 10523 BUILDING PERMIT NO. TEMP# DATE CITY OR VILLAGE ZIP CODE TOWNSHIP COUNTY STREET AND NO.OR ROAD _- '' / ,n POLE NUMBER / 1 BETWEEN WHAT TWO CROSS STREETS IS PREMISES LOCATED? SECTION BLOCK LOT OCCUPANT'S NAME nn BUILDING OCCUPANCY OWNER'S NAME AND ADDRESS ,.--.1 HOME TELEPHONE NUMBER CURRENT SUPPLIED BY FROM THEIR j OFFICE WORK TELEPHONE NUMBER LIST BELOW ALL EQUIPMENT WHICH YOU INSTALLED NUMBER OF OUTLETS NO.OF FIXTURES& MOTORS HEATERS OFFICE USE LOCATION LAMP RECEPTACLES ONLY SIDEWALL SWITCH INCADE FLUORE P HZZI INSPECTION OUTSIDE BASEMENT T,324 1'FL. 2'FL. VILI AGE OF RYE BROOK 3-FL. DING EPART ENT '�"-� REMARKS:LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: f THIS APPLICATION IS INTENDED TO COVER THE ABOVE LISTED ITEMS TO BE INSPECTED.IF AT ANY TIME OF INSPECTION ADDITIONAL ITEMS HAVE BEEN INSTALLED,YOU ARE AUTHORIZED TO MAKE THE INSPECTION AND ADJUST THE FEE FOR THE ADDITIONAL ITEMS INSPECTED AS PROVIDED BY THE APPLICANT.THE APPLICANT DECLARES THAT THERE IS NO OPEN APPLICATIONS FOR THE ABOVE WITH ANY OTHER INSPECTION COMPANY.WREIS,INC. IS NOT LISTING.LABELING,UNDERWRITING OR CERTIFYING ANY EQUIPMENT, MATERIALS OR DEVICES WHICH ARE PERFORMED BY OTHER CERTIFIED TESTING AGENCIES OR INSPECTION COMPANIES.THE APPLICANT,OWNER,OR AUTHORIZED AGENT AGREES TO ALL THE ABOVE TERMS AND CONDITIONS AS SET FORTH FOR THE APPLICATION. SIZE OF SERVICE FEEDERS CHARACTER OF WORK NEW❑ ADDITIONAL❑ EXPOSED❑ CONCEALED❑ MUST ENTER APPLICANTS IDENTIFICATION NUMBER SERVICE ENTERS BUILDING OVERHEAD❑ UNDERGROUND❑ AVOID DELAYS BY GIVING FULL AND ACCURATE INFORMATION.ALL SPACE MUST BE FILLED IN OR APPLICATION MAY BE RETURNED. NAME OF COMPANY DATE OF APPLICATION SIGNATURE OF APPLICANT STREET ADDRESS TELEPHONE NO. V . CITY OR POST OFFICE ZIP CODE LICENSE NO.WHEN APPLICABLE .-� .� i L� `jf Gl WESTCHESTER 71 ROCKLAHO ELECTRICAL INSPECTION WREIaSERVICES.INC. BY THIS CERTIFICATE OF COMPLIANCE THE Westchester Rockland Electrical Inspection Services 43 North Lawn Ave, Elmsford, NY 10523 914-347-3595 (Office) 1 914-347-3596 (Fax) CERTIFIES THAT Upon the application of: Upon premises owned by: Zaccagnino Electric Frank and Danna Gabriel 81 Maple Avenue NY, Rye 10580 Located at:432 North Ridge St Rye Brook, NY 10573 Certificate Number: 1030510 Section: 129.68 Block: 1 Lot:2 BDC: Permit Number: EP:21-080-BP:20-205 A visual inspection of the electrical system at this premise described as a Residential occupancy,wherein the premises electrical system consisting of electrical devices and wiring,described below,located in/on the premises at: 432 North Ridge St Rye Brook,NY 10573 Basement 1st Floor 2nd Floor 3rd Floor Garage Attic Outside Other: Inspection was conducted in accordance with the NYS and NFPA 70-2017 International Electrical Code and detail of the installation,as set forth below,was found to be in compliance therewith on 09/02/21 Name Type Quantity Pool Panel ------- 1 Pool Pump 1-50 Hp ------- 1 Pool Heater ------- 1 Pool Cover ------- 1 Pool Receptacle(s)GFCI ------- 1 Pool Lighting Low Voltage ------- 1 This Certificate has been approved by Westchester Rockland Electrical Inspection Services. This certificate may not be altered in any way. �`�� This certificate is valid for work performed before date of inspection only. I s Ln n � Q _ I N +1 rI O C 04 < t, erg o > U � � � ��" � � `�: � �, Fes- • 4 Cf. dW N ddOEM _ t O Ot` ON �p oc MMw Z ° Z C7� W 00 i .n O Ce ce ,�� i 00 = O{ w Z 00 w �o � � C Q ,� ,. i � z U Co i 16 a zt MM a o z o N F c. a.1 w $ c F 04 � o < V a a 6 ' #icier � ,pR�uk D IEC � VLS BUIL MENT VIL t .l :: OK LMAR2 2021 _�:: 938 KINY $ ,NY 10573 VILLAGE OF RYE BROOK (914)9 939-5801 BUILDING DEPARTMENT or PLUMBING PERMIT APPLICATION FOR OFFICE USE ONLY BP#: - t PP#: Approval Date: MAR 2 2 1 Permit Fee: $ Approval Signature: Other: Disapproved: (fees are non-refundable) Application dated, 3'2. 'Z1 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.n 1.Address: 4-3 Z u �Gl �► 1 e-CA- SB : j�y• &0{ -/-off Zone: 2.Proposed Work: I >VQ 3.Property O -3 Z wner: a Address: q //y �ldG�e Phone#: �lq •L440 • Pff Cell #: ccemail: c� r,�',.L A` 4.Master Plumber: Fcberf V ow S Address: � Suds 5 3+, �r,Y1�f/1�/' /�+ Lic.#:�-Phone#: � ••gn7-45- Cell#: 1-7-4. 144 4 email: r V bf art . Company Name: f-"J ,3Ak—j�� 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 LP Gas Basement I st Floor 2nd Floor 3'd Floor 4"Floor 5'Floor Exterior 5.* List Other Equipment/Provide Details: 1aA 01 L �- (Notarized Signatures Required Next 2 Pages) i 3/21/19 STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: � W/ ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individulfl signing as the applicant) and fitrther state3 (s at(s)he is the legal owner of the property to which this application pertains,or that(s)he is the Y KIT 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. Swo to befor me is Sworn to before me this da o 1 20 day of ,20 Signature of Property Owner Signature of Applicant Print Name of Proper Owner Print Name of Applicant Notary Public Notary Public 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- 3/21/19 BUILD �� PIC- AR MENT D E CC M W IE VIL E OF RY OK 938 KING ET RYE BR NY 10573 MAR - 2 2021 (914)9 9 39-5801 ,�. VILLAGE OF RYE BROOK BUILDING DEPARTMENT *k�e*k:Fic*i:F*k�;kk:tk:t:l•*k Y*Y:�;�Aki:*ki;:Fic**�t�:**�;*:lk>.AA*:t k9c**ici:*�;i,-t.F*A�;:kAk*:kk:t�:�l•i:k F�:*k ie i.*9::F:F:F*k�::F is kic�;;F:F k:f�:k:F k* 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�L) as: 33 6&q,f1 , residing at, T?j 2- Wf k (Print na n) (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; o TV` Rod(, %r,ee� , Rye Brook, NY. foh Addres's) 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 kin ' to the sanitary sewer from the subject property in accordance with all State, County and Village Codes. (5ignaturc of l'roperty Chau�r(s!) "4uut�u &OVI l/ , (Print Nance of Property Ownegs.)) Sworn to before me this day of , 20 tNotary Public) 3/21/19 a E s to r-1 N tV u 3 N N N r o v • ^ 7► aD O 2 tE V tL C W u v y E 5 s ° ` F 96 , O kao _ 1CLI ; E Apo le t It o a m � � � �_ ^ •r p cif .. R " a .5 y t/� •v �u W �- 3Y _ � m •� a 3 e , Z � �, m •g O W Z o a. co V z 00 ^ C p 7 w E 0-0 A , o � t•. � M � z Er r lxj M'rM nr a add a o M _ r 66 H y a � W .. > > QI v R R- w, BUILAJ�Nq- 1TMEN VIL E OF R OOK R EV i S 938 KING ET RYEBR diZ NY 0 ' AN MAR 2 6 2021 (914)9 '39-s8 'DATE TV TV" o r DEPARTMENT Application for Permit to Remove, Abandon and/or 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: APR — 9 2021 d Permit Fee: $ oo �p—ocus Approval Signature: Other: ' pp Disapproved: (fees are non-refundable) ********w***********,t******tr*,t*,t******,t,t,t,t*,t*,t**,t*tr******,r,►******,t***,t****,t**,t**,t*****tr,t*,t*****,r***rt*** 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#C105.2 or Form#U26.3/or NY State Workers Compensation Waiver) 4. Fee per Tank: Removal,Abandonment,or Installation: $185.00 per Tank. 5. Dig Safely New York#(dial 811): 6. Inspection by Building Department for removal/abandonment and/or installation. 7. Submit all Manifests&Reports(after work has been completed). 8. Certificate of Compliance will be provided when all requirements are fulfilled. Application dated, / ,is hereby made to the Building Inspector of the Village of Rye Brook for a permit to remove,abandon,an or 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 removed,abandoned and/or installed in conformance with all applicable Village,County,State& Federal laws,codes,rules and regulations. xRemoval Indicate Permit Type:Installation ( )•Abandonment( )/Above Ground( )•Buried in Ground ) 1. Address:,-\3�� SBL: I R• Zone: -I5 2. Property Owner&iA,ddtress: Phone#CA\ Cell#: email: 3. Contractor&Address: PGr Ck Phone#: 1 1 Cell#: email: 4320ED( L 4. Applicant: Phone#: 4-� \\ Cell#: email: 5. Indicate Fuel Type:Fuel Oil( )•L.P.Gas •Gasoline( )•Other( ): 6. Number and Capacity of each Tank: 7. Exact Lola' (s)of each Tank: up i 6/l/2020 w 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. Sworn to before me this Sworn to before me this day of ,20 of ,20 ture of Property t ture of Applicant S' Print Name of Property Owner Print Name of Applicant Notary Public Notary Public 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. z 6/1/2020 BUIrEOF Alt MENT D �� f� ��1/7(� VIL OOK L� V LS938 KING3R NY 10573 MAR 10 2021 (914)939, 01 UV o re VILLAGE OF RYE BROOK ;`BUILDING DEPARTMENT Application for Permit to Remove, Abandon and/or Install Fuel Storage an (*Storage Tanks in excess of 1,100 gallons require registration with the County of Westchester) ,(�A0o aa5' /ylo�/-o36 FOR OFFICE USE ONLY: PERMIT#: Approval Date: MAR 1 Permit Fee: S Approval Signature: Other: Disapproved: (fees are non-refundable) *,►*****,t�*ar,v,v*,r**w,rw*s.*tr.**,e***r*rwr*w**w,r*w*******;.**w,r**w**,tw***�+.s.,r+r,trw*r.,r***w********,►sus.+.**w***,�*w REOt-IREMENTS FOR RELEASE OF PERMIT& CERTIFICATE OF COMPLLLNC'E: 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: Removal.Abandonment, or Installation: S 185.00 per Tank. 5. Dig Safely New York#(dial 811): 6. Inspection by Building Department for removal/abandonment and/or installation. 7. Submit all Manifests&Reports(after work has been completed). 8. Certificate of Compliance will be provided when all requirements are fulfilled. Application dated. 3 b of is hereby made to the Building Inspector of the Village of Rye Brook for a permit to remove,abandon,and/or install a Fuel Tank as herein described. The applicant and property ovnier,by signing this document agree that the subject fuel tank(s)will be removed. abandoned and or installed in conformance with all applicable Village.County,State& Federal laws,codes,rules and regulations. Indicate Permit Type: Installation •Removal ( ) • Abandonment ( )/Above Ground ( ) • Buried in Ground(V� 1. Address: I V . SBL: Zone: ) —�Jr 2. Property Owner&Address: ;`�( ' mil\ Ki� Phone#: G(,\--A 4, ' 35�dV Cell#: email: rA CLn . 3. Contractor&Address:VCI.I loI-It4 Phone#: - -�w Cell#: email: O \l ( a-C-4 4. Applicant. \ �L�r— �T 0 C"'T Phone#: g"` uo� \u° >> Cell#Jo email: r�n�` .—�f�';J(be'C'�Q 'C " 5. Indicate Fuel Type:Fuel Oil( )•L.P. Gasasoline( )•Other( ): 6. Number and Capacity of each Tank: L AV 7. Exact Location(s)of each Tank: t i 1 6/1/2020 STATE OF NEW YQRK COUNTY OF WESTCHESTER ) as: �ZL�L ,C,).e l 1'\v -o(,a - ,being duly sworn.deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and furthe states t t(slhe 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 irate architect,contractor,agent,attomev,etc.)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 the this $ Sworn to before nne this day of YIA 10 W1 day o Vk*—J, 20 TL igna ire of Pr erty -ner MpplicKit Print Nance ot'Propeily Owner Print Name of Applicant MICHAEL DREDN Notary Public,State of New York Notary Public No. 02DR4942059 Notary Public Qualified in Bronx County Commission Expires 9/12/20_ 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. i 6/1/2020 gg Y - yJG aR w z5 a o u "� °z oao �i a� o OR t•- N i 0 `� o ` � UN �Yl � �-� � -�o-Avg 0a rS ym g ff � gpogy°w{"y'»� * U ti OZ rO 1 � k�i Qpp OU OZP ptl - S W zp<m W �j jOaQ O GNE9 C ° 0 <W ra�z ~W Z wQ � 1 v J � C 0 tl 0 MEuj w �Ya��o� a� I w § S e g $ a- m �. s TT 3 aS aI S A 19 �~ N _Z zbry � r ~j$ =1J LL na. m { € € € Eli tit ju- w g I o �� o00 • �Is �l� N mF— col o e = n I O )1 q Ne4K . �J IQ LUz JAYS �Lim coo LU w , a •. �O u � E � ...........N....._ •. ?� i �� •e c aj a=' . qaq i 07 ®\ \ I u gg ask g I w o \i c S2 Li wowa � Y, !q LL i Z � C�r ,� YI �J w I = w l; � W W O J a j O k^�Ed r `� ^c Z u WE SEE YOUR INSTALLATION FROM START TO FINISH Hole Widths Depths . - . A: 8' 410" 3'5" 30" 120-Gallon Tank = 54.4" �B: 10' 4'6" 412" 30" 250-Gallon Tank = 7'10" C: 12' 416" 5'0" 37.5" 500-GalIon Tank = 9'11" D: _ 19, 6'0" 510" 41" 1,000-Gallon Tank = 16'2" E: 20' 6'6" 516" 47" 1,450-Gallon Tank = 18'0" F: 28' 6'6" 516" 46" 1,990-Gallon Tank = 24'0" *Vertical Measurement TRENCH SPECIFICATIONS FOR UNDERGROUND PROPANE LINES IMPORTANT: Add six inches to total depth when running under driveway or roadway. (Total 30" Deep) Based on NFPA 58 - Local code may vary. Tank Hood 14"Above Ground s Ground Level 12" Dirt Yellow Gas Caution Tape Tank lust under the surface Hole Depths Depths Trench is Underground LP Tank / total 24" 6"Sand I Deep* 6" Sand in the bottom hole 6" Sand underground Gas Pipe Tank Lengths Minimum 6"Wide Hole Lengths 11 Hole Widths OUR POOL HEAT PROGRAM IS DESIGNED TO PROVIDE VERS C E �V F Energy-saving and eco-safe products Safe and reliable tank installation by trained professionals I MAR 17 2021 Tank monitoring, automatic delivery and online account access VILLAGE OF RYE BROOK Access to trained energy specialists for all your propane needs BUILDING DEPA_R_TMENT A lasting relationship with a reputable vendor fueling homes and businesses for over 50 years. WHY PEOPLE CHOOSE PROPANE When it comes to outdoor living, propane keeps pools invitingly warm Spring through Fall. This green and versatile energy source enhances backyard entertaining with decorative outdoor lighting, kitchens, patio heaters, fire pits and more. Extend your outdoor entertaining and dive in to the superior and reliable service you have come to expect. .o 0 ECO-FRIENDLY AFFORDABLE SAFETY VERSATILE RELIABLE For more information on how Propane can fuel your outdoor living, call us at 800.647.4427 today to schedule an appointment or visit paracogas.com, and find out how we can fuel your every day! �. 1 �(. INTO SUMMER ; with propane "�' ' ► 1W 800.647.4427 © www.paracogas.com 0 © ® o connect with us Stormwater Management Report Prepared for: Frank Gabriel 432 N Ridge St Rye Brook, NY 10573 July 30, 2020 Prepared by: .AA rfts� Ahneman Kirby, LLC 1171 East Putnam Avenue Riverside, Connecticut Copyright 2020 OAhneman Kirby, LLC D L C EF" O JUL 30 VIL�AC;E QF R'VE gato f BUIL,-ANG DEPAPP;T,*W- Project Narrative Property of Frank Gabriel 432 N Ridge St,Rye Brook,NY 10573 July 30, 2020 A. GEOGRAPHICAL LOCATION AND DESCRIPTION The subject parcel is located on the West side of N Ridge Street, South of Fairlawn Parkway, and North of Sleepy Hollow Road and has a lot area of 0.35 Acres. The topographic nature of the lot is sloped from East to West. The property contains an existing dwelling, deck, driveway, stone walkways, and stone patio, with trees. There are also vegetated gardens and a fence along the perimeter in the backyard with low height wooden railroad tie retaining walls. B. PURPOSE AND DESCRIPTION This application package proposes a new in ground pool and pool patio in the backyard on the parcel. The pool footprint is 800 ft2 and the surrounding patios are 469 and 405 ft2 (See Appendix A). The regrading of the lot keeps the topography of the site going from the East corner to the West at a rate of approximately 4% in the front and rear yards with shallower slopes around the proposed dwelling. Drainage design was performed in accordance with the Town of Rye Code Chapter 217, with a net zero increase in the rate of runoff for all events up to the 25 year storm. We proposed collecting runoff from the pool and pool patio as well as I existing roof downspout and treating it with Rye's Stormwater Best Management Practices (BMP). The area of the site being collected is in the backyard. Due to the existing topography of the site and the nature of the pool installation the backyard needed to be raised slightly and flattened o meet the existing contours. The stormwater will be collected by two (2) trench drains and one (1) existing downspout from the roof gutters. The trench drains and roof downspout convey the stormwater to six (6) Cultec 330XLHD Recharger basins. The Cultecs will be placed underneath the lawn area to the South of the proposed pool, between pool and existing deck. The outlet from the Cultecs will then be routed to a control outlet structure to control the discharge rate. From the controlled outlet the runoff is directed to a level spreader located near the West corner of the property(See Plans). C. SOIL EVALUATION The soils within the site below the surface are 100% Type B per the USDA Natural Resource Conservation Service and are depicted on the soils map located in Appendix B of this report as follows: • Urban land-Charlton complex, 8 to 15 percent slopes(map unit symbol Uhq • Charlton fine sandy loam, 8 to 15 percent slopes(map unit symbol ChQ Refer to Appendix B for USDA Soils Engineering Properties. D. PRE & POST DEVELOPMENT SITE HYDROLOGY COMPARISON The proposed development increases the impervious coverage for the watershed but will decrease peak flows to all points of concern. The trench drains will pick up the runoff from the newly introduced impervious surfaces. The proposed grades slope towards the same location as the existing grades making for a straight forward comparison of pre and post development hydrology at Point of Interest A. Refer to Table 1 for a comparison of peak flow rates for the existing and proposed site conditions at point of interest A. The peak runoff to all points of concern has a zero increase for the 1, 2, 5, 10, and 25 year storms. The 50 and 100-year storms have a higher peak flow rate but will be safely overflowed to the point of interest. Upon completion of the construction depicted on the proposed developments plans, there will be no drainage impacts to any of the adjoining properties. Table 1:Comparison of Existing and Proposed Peak Flow Rates for Point of Interest A 432 N Ridge St, Rye Brook, NY- P.O.I "A" Existing/ Proposed Stormwater Runoff Data Comparison Chart STORM EVENT POINT OF INTEREST Flow/Volume EXISTING PROPOSED a o 1 YEAR ft3 s 0.21 0.18 -0.03 -14.29% 2 YEAR q(ft3/s) 0.33 0.29 -0.04 -12.12% TOTAL FLOW 5 YEAR q(ft3/s 0.57 0.52 -0.05 10 YEAR P.O.I.A ft3/s 0.80 0.75 -0.05 25 YEAR ft3/s 1.22 1.17 -0.05 50 YEAR q(ft3/s) 1.62 1.89 0.27 100 YEAR q(ft3/s) 2.14 2.47 0.331 E. ALTERNATIVES CONSIDERED The alternatives considered included drywells collecting runoff from catch basins in the driveway and a trench drain installed along the existing driveway. The drywells were discarded due to limiting the area of disturbance to the backyard rather than removing and replacing the existing driveway. The trench drain collection, storage, and discharge option in the existing driveway was eliminated again due to limiting the area of disturbance to the backyard where the other work will be taking place. Appendix A Impervious Coverage Pre & Post Development \ m �c N 1 iS 3,bC] I :] N N N 00 i NHo N —nwo - - - - - - - - - - - - - - - - - / MHO HO -MHO — — / / / X7YM3olS 1 M�dSY Hp ---MHO --M —MHOS t' ' <I/�. X X 5 (I 00 00 ,' (XOI , N ,ss osv s N N �\ IO X M N I I o 1 \ I X — X I I I \ ean0 o�'Of Aw / / / m U-) ,� n / cM �t ` 1 'K+�/ I O x _ ,6 ' 1' I w BLZ - X /' /'N m x U w LL m ^ XOvaWS ONMZ N U � m N fib!or W Q / tit 13 J N X X "-9LZCN < I �o � J X �r�i / N p ' io 11 i \ IN3M3Sp'3 83h 3S .(2/6'1/ l 3�N3! 1WN Id 9 .00'OOL 3,OE Xt,N +� O " a M L IS 3,bC] I I N ��N N N N \ � N —MHO -- ]/ Hp —'—'rH0 ----MHO HO --4AHO �M �M — — — Xl AM S 17W*SY O--MHO / x // N x 4 .00.00 I /// 4 .65 oEb S 5 N I x c(+i IC" I I p� 04 i/ � ry ^ N �' N ILU N � x I � 11 g, 07 �c // Warn iNONJ-lA ov � X — /e I mad I / ► x $_ a1 - - — - - - ,'2 1 I ' / w ell N CM N C) j , ,I �^ x w x 11 _ L cn U) w N w 6' xLL _ N / N / C141 En .! / arA1w7aNl s XY (n/J co 53 1! 0 a / p � z�-Er d N /// m Cl � ' / V d N 017 Cp tD / f- X / �k o v N ord z F3 Y37►3 83M3S .lYVIIN I 3a� 7ANN 1! 9 l low- .00,00 L 3.OE oEti N O Appendix B USDA Soils Engineering Properties \ � mmaa \ ) \ # 0 £ § . ` o D k / ƒ\ \ G X t % 7 = \ z \� ® \ \ \ C) § � :5. co 0 § ®k ® _ § / z 0 s { R t / ƒ E { � / a � . 42 j0 , cn / _ zQ z ) f _a» U ^ _a w § / ov 0 0 cn N N n I� aS 7 N � ° V) Q 3 "O d a7 ° T ° -° n ° Q U O m V cn 7 C_ 0 d m 2 � .� ° E w V) CD E° ° m o E a) a) o ° ° r N = m n — O 0)n 0 7 E c 0 m ° Y m __ Z a) C N m ° O a) L a) 0, N O E N_ U) -00 O E CL n a c0 m ° a) coLo n N c m co E m N 3 V) aa)) C� S. N Z ° Z °' No m L E m -oo Q 3 w 0 o 0 cn a) a m Q z N 3 o L o m > Y a) cu a c0 p W u! N 7 N >. O a) a) 3 c E U � cc, n L c m C w a p ca t p L m 0CD 00 «. (n ca p ? m o a) Q 0 m o � � � U is m � o aco °) t 3 U � a m� nE >' > L O O j C 7° 2 T C U 0 a) (D dl Z �°- n � m0L ° 2 � ° .mm o � aic m n Ea) a N aQ C 7 U i 7 NZ U O O a) N L O N NO O D aa)) �c 0 n Y O C (0 E Q 0 O cp .p l6 L N Q o C a) rn N a) O N U L w �' p O)L N Z O °' (6 0 o 41 � f0 N f0 C > Ec ~ Y aTiN � � � °� iv ° � � m mo) .E o � > 7 0 m n a) _ O O C O C m > L L ns (6 U N ccn C Q) (n -O Q (0 m O a m N co ac) �°nEC > E � No Ecm � 0 nU) � T 2 cc 00 m am � E 0 0o c o) °° m " ° o N E o c°) c°n m o > > > m c) r m Z rn i W C d N u) ` '� V) U C Cn a) E O n a) C O y N a7 7 cp a) m O .n p n.0?Y0 a) 7 cn — O N O) L C C O U a) a) p a) p O O N 12 U L '0 7 'o LP a3 ) E m w E — ° y a E cn � U n� Q m F o cncn cn � oN i � .E n a) z >. T C Q) D Z U U) a) ^ .o ) � L > N Q- = 0 >a) z U Q �N m L 0 (� > N N 0 > v a1 m d 0 3 m U c c C) w m o 0 .O O = N M VJ N N O O O L Z U m E m ~o' � x a m m N N � o 1 `O U U 0 z U) 062 -01 Q 70 N C = 0 0 C 7 41 O O Z 0 C O a a W 0 .49 0 C 0 N 3 F m W J a a 0 0 _ O O C C 0 O) N a Q 0 > m C 0 0 p d Q tmQ a m m c) o z 0) Q a m m U o z mQ a m m d _ p 10 o ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ o . ; o 0 0 ■ ■ Q N 0 O a) .� _ Z A d � c c )a o z U r' Hydrologic Soil Group—Westchester County, New York 432 N Ridge St Hydrologic Soil Group Map unit symbol Map unit name Rating Acres in AOI Percent of AOI ChC Charlton fine sandy B 0.1 14.3% loam,8 to 15 percent slopes UhC Urban land-Charlton B 0.4 85.7% complex,8 to 15 percent slopes Totals for Area of Interest 0.4 100.0% Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential)when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. 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NNNNNNNNN N(`�lh f+l c7 c")M cO M M MR C V V V V V 2N (q� U)U 00 V tm O "0.08 e W W W W W cp W W W W W W W W W W W W W W W W W -W W W e NQ 000 O��NNMM��W IOW co nn W W Of 0)OO��NNCDMa V W lO W W n n W W T W 00 ��NNMc7 V 71O IO W mo Im Ic-i ei vi c6 vi c6 oi c-i c-iZ m V N M d1 M M M M M Ih frI C7 m ci M Qi M M M My R V V 7'i O V O'7'C4V V V V V a V V IO ION W 6 W W W W WW IU IOMD` mNNNN(nV(nV NNNN(nV NNNNNN NN N(nV NNNN NNNNNN NfnV NNNNNN NNNN NNNNNNNNN vdx I" O N n .O Ol N M N d Q m E ma m 0) 'a o o 0 II N N Q J Q ^ d L i0 f0 O nM M j J ID r-r.- L in 3 O d Y O C C I `m v J 7 110 m L O o Q p w E E o v a>> N E O 2 CC G z N C Z p O O N ry W Y ® U) m O E P A O� a a o I. 'n y N N C ++ N — N Vo n mho 3 OI T� II 0 II II m 7 O Z my Q r Z ale 33 m va`x c�a a` Mike Izzo From: Mike Izzo Sent: Thursday, March 24, 2022 1:37 PM To: FRANK GABRIEL Cc: Steven Fews; 'Tara Gerardi'; Laura Petersen Subject: RE:432 N. Ridge St. Pool Permit Extension Dear Mr. Gabriel, Thank you for the email. I am pleased to inform you that the final allowable six (6) month extension to your open permit #BP20-205 has been approved, and that the new permit expiration date is, October 20, 2022. Please arrange for all work to be completed and successfully inspected, and for all paperwork & fees to be remitted to the Village such to facilitate the issuance of the Certificate of Occupancy/Certificate of Compliance closing out the permit on or before that date. Thank you. AAU11(7, /zzo Building& Fire Inspector Village of Rye Brook, NY (914) 939-0668 From: FRANK GABRIEL<fgabes@msn.com> Sent:Wednesday, March 23, 2022 10:13 AM To: Mike Izzo<Mlzzo@ryebrook.org> Subject: Re: Pool Permit Extension GM Mr. Izzo I hope you and you family are well. I am a mailing you regarding the permit# BP20-205 for my residence 432 North Ridge Street. I spoke w Laura yesterday regarding an additional and final extension for this permit so I can properly close this project out. I am waiting for my as built survey and CO application from them. As soon as I receive these documents, I will make sure they are submitted forthwith. Unfortunately, there were numerous material delays that caused this project to drag out that will prevent me from closing this out under the current time frame of 4/22/22. 1 am committed to closing this out the right way and with your assistance I will need only 1 more 6-month extension to achieve this. I would also like to take a minute to let you know that you and your staff have been so great and helpful during this project and I and my family really appreciate the assistance that we have received from the entire staff. Thank you as always Frank Gabriel 432 North Ridge Street From: Mike Izzo<Mlzzo@rvebrook.orR> Sent: Friday, October 22, 2021 8:45 AM To: Frank Gabriel <Fgabes@msn.com> 1 Cc: Steven Fews<SteveFews@ryebrook.org>; Tara Gerardi <tgerardi@ryebrook.org>; Laura Petersen <LPetersen @ ryebrook.org> Subject: RE: Pool Permit Extension Dear Mr. Gabriel, Thank you for the email. Upon review of your file for open pool permit#BP20-205, issued 10/20/2020, 1 see that revised plans prepared by Ahneman Kirby were submitted for Architectural Review Board review on April 9, 2021, and approved by me for construction on April 22, 2021. Although our records indicate that we contacted your contractor in this regard your set of the approved revised plans is still awaiting pick-up in our office. The Building Department is inclined to approve a six (6) month permit extension on the condition that you retrieve your set of revised plans from the office immediately and retain them on the jobsite for review by the field inspector upon demand. Notwithstanding, please note the new expiration date for open pool permit 4BP20-205 is April 20, 2022. Please arrange for all work to be completed and successfully inspected, and for all paperwork &fees to be remitted to the Village such to facilitate the issuance of the Certificate of Occupancy closing out the pool permit on or before that date. Thank you. Michael J. Izzo Building & Fire Inspector Village of Rye Brook, NY (914) 939-0668 -----Original Message----- From: Frank Gabriel<Fgabes@msn.com> Sent: Thursday, October 21, 2021 5:20 PM To: Mike Izzo <Mlzzo@ryebrook.org> Subject: Pool Permit Extention Hello Mike I hope all is well with you and your family. I am respectfully requesting an extension on my pool installation permit we were not able to close out the permit due to multiple material and other delays outside of my control in the time frame I had originally anticipated. I would like an extension until spring of next year which will allow me the time to get the proper documentation and as built survey in place prior to final inspection. Thanking you in advance Frank M Gabriel 432 North Ridge Street RBNY Sent from my iPhone z Building Permit Check List&Zoning Analysis Address': 3Z �� 1>C Q- l SBL. L Zone:`1 9— Use: Z Const.Type: Submittal Date: -0 Z'Z::Revisions Submittal Dates: 2 Applicant: A32 t Si_L, Nature of Work a S W•� S l� S i m µ—c Reviews:ZBA AUG4 2020 PB. BOT: Other. NFL c 7 S �. ( ( ) FEES:Filing. � BP: c/O: Legalization: ( ) (�APP: Dated. ✓ , Notarized. SBL: ✓ Taus 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: Site Protection S/W Mgmt.: Tree Plan: Other. ( ) (�SURVEY:Dated: -( 1 Z [Z-o Current: ✓ ArchivaL• Sealed: ✓ Unacceptable: ( ) (� PLANS:Da;e Stamped: ✓ Sealed; ✓ Copies: Z Electronic: " Other. ( ) License: V Workers Comp: V Liability: Comp.Waiver. Other. ( ( ) CODE 753#: 1 Qa/fl— "OSS Dated: N/A: ( ( ) HIGH-VOLTAGE ELECTRICAL:Plans: Permit: N/A Other. ( ) ( ) LOW-VOLTAGE ELECTRICAL:-Plans: Pennit: N/A Other. ( ) ( ) FIRE ALARM/SMOKE DETECTORS:Plans: Permit: H.W.I.C.:_Battery:_Other. (� ( ) PLUMBINCs Plans: Pennir Nat.Gas: LP Gas: N/A/: Other. ( ) ( ) FIRE SUPPRESSION:Plans: Permit: N/A: Other. ( ) ( ) H.V.A.C.: Plans: Permit; N/A Other. ( ) ( ) FUEL TANK:Plans: Permit: Fuel Type: Other. ( ) ( ) 20I7 NY State ECCC: N/A: Other. (✓f ( ) 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: Zo approvaL• notes: ( )ZBA mtg.date: approvaL• notes: ( )PB mtg.date: approval• notes: REQUIRED EMSTING PROPOSED NOTES Arw 15 k !9;'ri - jZ OCT 14 2020 rFQn� Frann E= S ,s klz> Main Cov Accs.Cov Ft.H/Sb: Sd.H/Sb: S l Z ZIP - LA J V� �'1.�F� 1 k( D.D : Padci4. HHd /stories notes. a L �- o v O Z DO „y/ 5 2 N Go r-a r—rt Z �v A 1. BUILDING bi ARTMENT D FE C �� U v [7 nj VILLAGE OF RYOROOK 938 KING STREET RYE BR ,NY 10573 JUL 3 0 2020 (914)939-06G$�' �(9x4039-5801 VILLAGE OF RYE BROOK w wW; of ` r 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:432 N Ridge St Date of Submission: /30�� Parcel ID#: 129.68-1-2 Zone:R-15 Proposed Improvement(Describe in detail): APPLICANT CHECK LIST: MUST BE COMPLETED BY THE APPLICANT Excavation and regrading for the installation of an inground The following items must be submitted to the Building pool in the rear yard. Installation of stormwater Department by the applicant -no exceptions. management controls 1. ®Completed Application 2. ©Two(2)sets of sealed plans. (one full size ;maximum Property Owner:Frank Gabriel allowable plan size=36"x 42"1 and one 1 1"x 17") Address: 432 N Ridge St 3. Two(2)copies of the property survey. 4. Two(2)copies of the proposed site plan. Phone#917-440-3988 5. One electronic/disc copy of the complete Applicant appearing before the Board: application materials. 6. Filing Fee. Ahneman Kirby 7. Any supporting documentation. Address: 1171 E Putnam Ave, Riverside,CT 06878 8. HOA approval letter. (ifapplicable) 9. Photographs. Phone#203-869-7707 10. Samples of finishes/color chart. (a sample board or Architect/Engineer: Ahneman Kirby model may be presented the night of the meeting) Phone#203-869-7707 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. lof this Sworn to before me this 2 day of , 20 t '2 �- 106' � wnerr Signature of Applicant Keith Werner honer Print Name of Applicant Notary Public Notary Public Ill 3/21/19 VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET, RYE BROOK,NY 10573 (T) 939-0668 (F) 939-5801 ARCHITECTURAL REVIEW BOARD Wednesday, August 19, 2020 Due to public health and safety concerns from COVID-19, the Architectural Review Board meeting on August 19, 2020 will be closed to members of the public. The public can still watch the live meeting online through Zoom through the app or through the following https://us02web.zoom.us/i/83992763257 If any interested members of the public would like to provide comments during the meeting, comments can be emailed to stevefews@ryebrook.org or called in during the meeting at +1 (929) 205-6099, meeting ID: 839 9276 3257 NAME&LOCATION TYPE OF APPLICATION MOTION SECOND APPROVED REJECTED APPL.# 76 Country Ridge 4 Foot Open Picket Fence Consent 5043 Drive(Levine) In Rear Yard Agenda 8 Meeting House Replace Decking And Consent 5044 Lane(Chaudry) Railing With Composite Agenda Material 547 Westchester Swap Out 2 Picture Consent 5045 Avenue(Marshall) Windows For Bay Agenda Windows 17 Hidden Pond Drive Replace Decking on Consent 5046 (Berner) Existing Deck Agenda w/Composite, Replace Stone, Brick and Gravel Walks wBlue Stone. Windows Replace in Kind 104 Country Ridge Install Hot Tub on Existing Consent 5047 Drive (Savitt) Deck Agenda 50 Winding Wood Amendment to Prior Consent 5048 Road(Klein) Approval - Moving Sports Agenda Court Further Away From Property Lines 66 BelleFair Road New Deck Over Patio & 5049 Egress Window ML NM MR SE JM SF AC MI JB 8 Mark Drive (Roy) Kitchen Window Elevation 5050 • Changes& Interior Renovations 39 Talcott Road New Shed Dormer To 5051 (Blaiotta) Facilitate Elevator Instillation 14 Carlton Lane Front Portico,New 5052 (Kawlw/khobragade Window, Interior Alterations 31 Brookridge Court Replace Existing Wood 5053 (Friaoli) Deck 57 BelleFair Road Replace and Extend 5054 (Gupta) Existing Deck 2 Latonia Road New Rear Deck 5042 (Pascuma) 259 North Ridge New 2 Family Modular 5055 Street(Larizza) Buildings 1 A& 1 B 2 Crossway(Yablow) 2nd Story Addition&New 5056 Windows 111 South Ridge Install Illuminated Building 5057 Street Numbers 432 North Ridge In-Ground Pool, Pool Patio 5058 Street(Gabriel) & SWM System ML NM MR SE JM SF AC MI JB VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET, RYE BROOK,NY 10573 (T) 939-0668 (F) 939-5801 ARCHITECTURAL REVIEW BOARD Wednesday, September 16, 2020 Due to public health and safety concerns from COVID-19, the Architectural Review Board meeting on September 16, 2020 will be closed to members of the public. The public can still watch the live meeting online through Zoom through the app or through the following https://us02web.zoom.us/j/87221419610 If any interested members of the public would like to provide comments during the meeting, comments can be emailed to stevefews@ryebrook.org or called in during the meeting at +1 (929) 205-6099, meeting ID: 872 2141 9610 NAME& LOCATION TYPE OF APPLICATION MOTION SECOND APPROVED REJECTED APPL.# 14 Carlton Lane Re-Appearance To Show Consent 5052 (Khobragade) Finishes, and Details On Agenda Plan(Portico& Windows) 432 N. Ridge Street Re-Appearance To Show Consent 5058 (Gabriel) Details In-Ground Pool, Agenda (� Patio S WM System J 30 Woodland Ave 4'&6' White Vinyl PVC Consent 5061 (Blanco) Fence Agenda 2 Brook Lane Amendment to Shed Size 8' Consent 5062 Camacho X 10' - 8'X 12' Agenda 165 Betsy Brown Rd Replace Existing Deck Consent 5063 (Valad) Boards With Trex,Add Agenda Cable Type Railing 67 Bellefair Rd Re-Do Existing Patio Area Consent 5064 (Carbo) in Paver Stones, Re Black Agenda Top Driveway w Belgi/ Block Borders 2 Millenium Place Construct Stair Run Down to Consent 5065 (Prathy) Grade From Existing Deck Agenda to Match 15 Country Ridge Dr Roof Top Solar Array Consent 5066 (Cappelli) Agenda ML NM MR / SE JM SF MI 14 Wyman Street Roof Top Solar Array Consent 5067 North(Garrick) Agenda 2 Latonia Road Re-Appearance To Add Consent 5068 (Pascuma) Colors&Details On Plan Agenda For Deck 8 Concord Place Replace Decking/Railing On Consent 5069 (Levine) Existing Deck w/Tuscany Agenda Timbertech/Westbury 36 Roanoke Ave Legalize Rear Elevated Consent 5070 (Veloz) Deck,New Patio Door& Agenda Egress Window 3 Country Ridge Rear Addition, Elevated 5071 Circle(Porter) Deck, Rear Patio, Legalize Side Steps, Remove Patio 221-223 S. Ridge St Remove Rear Porticos & 5072 (Sadofsky) Elevated Decks,Replace Doors w/Casement Windows 11 Berkley Dr New Rear Deck& legalize 5073 (Sabato) Rear Patio Door 7 Berkley Lane Replace Existing Deck 5074 (Kaplan) 998 King St(Cohen) Construct 16 X 20 Pergola 5075 On Existing Deck 4 Sleepy Hollow Rd Side Yard Deck, 6' PVC 5076 ( Cecere) Privacy Fence, Shed& Reduce Impervious Coverage 39 Meadowlark 2nd Story Addition, Front 5077 Road(Rose) Porch,New Deck; Interior Alterations 25 N. Ridge St Replace Existing Side 5078 (Montanez) Entrance Deck& Stairs; Replace Rear Entrance Steps, ML NM MR SE JM SF AC MI JB 8 Mark Drive(Roy) Kitchen Window 5050 Elevation Changes & Interior Renovations 39 Talcott Road New Shed Dormer To 5051 (Blaiotta) Facilitate Elevator Instillation 14 Carlton Lane Front Portico, New 5052 (Kawlw/khobragade Window, Interior Alterations 31 Brookridge Court Replace Existing Wood 5053 (Friaoli) Deck 57 BelleFair Road Replace and Extend 5054 (Gupta) Existing Deck 2 Latonia Road New Rear Deck 5042 (Pascuma) 259 North Ridge New 2 Family Modular Postponed To August 26 5055 Street(Larizza) Buildings 1 A & 1 B 2 Crossway(Yablow) 2nd Story Addition & 5056 New Windows I I I South Ridge Install Illuminated 5057 Street Building Numbers 432 North Ridge In-Ground Pool, Pool , �� 5058 Street(Gabriel) Patio & SWM System 2cK--A\ 431 North Ridge Change Canopy Fabric & 5059 Street(RSCS LLC) Construct an ADA Access Ramp 4 International Drive Modifications to Existing 5060 (1100 King Entrance, Steps & Associates LLC) Walkway. Modify Site Lighting ML NM ' MR ✓ SE / JM � SF � AC MI VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET, RYE BROOK, NY 10573 (T) 939-0668 (F) 939-5801 ARCHITECTURAL REVIEW BOARD Wednesday, April 21, 2021 Due to public health and safety concerns from COVID-19, the Architectural Review Board meeting on March 17, 2021 will be closed to members of the public. The public can still watch the live meeting online through Zoom through the app or through the following https://us02web.zoom.us/i/88906948425 If any interested members of the public would like to provide comments during the meeting, comments can be emailed to stevefews@ryebrook.org or called in during the meeting at +1 (929) 205-6099, meeting ID: 889 0694 8425 NAME & LOCATION TYPE OF APPLICATION MOTION SECOND APPROVED REJECTED APPL.# 2 Lincoln Ave Roof Top Solar Array Consent 5160 (Nunez) Agenda 63 Rock Ridge Drive Roof Top Solar Array Consent 5161 (Mundo) Agenda 17 Loch Lane Expand Rear Patio Add New Consent 5162 (Ashby Taurel) Hot Tub Agenda 29 Winding Wood 4'0" High Black Fence In Consent 5163 Road (Demarco) Rear Yard Agenda 85 Valley Terrace New Retaining Walls & Consent 5164 (Krebs) Modify Driveway Agenda 95 Grant Street 4' High Fence In Front Yard Consent 5165 (Tavarez) 6' High Fence. Whit PVC Agenda Vinyl 15 Legendary Circle Roof Top Solar Array Consent 5166 (Tian) Agenda 34 Meadowlark Rd Rear Windows & Door Consent 5167 (Cullagh) Modification to Facilitate Agenda Kitchen Renovation I ICarlton Road New 6' High PVC Pool Consent 5168 (De'Arudda) Fence Agenda ML NM MR SE JM SF AC MI KC 37 Winding Wood Partial 6' High Vinyl Privacy Consent 5169 Road(Cui/Sun) Fence at Side Yards Agenda 66 Tamarack Road New Front Entry Stairs & Consent 5170 (Sibley) Portico Agenda 6 Edgewood Dr Hot Tub On Existing Patio Consent 5171 (Shalem) Agenda 17 Ridge Blvd New 6' High Gray Vinyl Consent 5172 (Kucera) Fence Rear Yard& 4' High Agenda W/gate at Side 6 Deer Run (Stahl) Partial 4' High Wood Febce Consent 5173 w/Mesh @ Rear Yard Agenda 432 N. Ridge St Amendment To Prior Fence Consent f 5174 (Gabriel) Approval Fence Color Agenda ICJ Change 42 Lawridge Dr Legalize Rear Deck 5175 (Altman) i 6 Deer Run(Stahl) Exterior Door&Window 5176 _ Changes, Finished Basement 44 Bonwit Road Two Tiered retaining Wall 5177 (Rosenfeld) w/Post& Rail Fence & Landscaping 24 Beechwood Blvd 2nd Story Additions, Rear 5178 (Moore) Masonry Terrace, Rear Walk, & Replace Existing Walk 46 Winding Wood 2nd Fl Addition,Wood 5179 Road(Meron) Deck, Rear Patio Expansion � I 18 Boxwoods Place Front& Rear Second Floor 5178 (Wiener) Additions - 82 Tamarack Road Legalize & Rebuild Rear 5180 (Sullivan) Deck& Screened Porch 59 Hillandale Road New Gazebo & Outdoor 5182 (Espinal) Kitchen 2 Lee Lane(Kirsch) New Front Entry Over 5183 Existing Porch ML � NM MR SE JM 0 AC MI KC I Berkley Drive Rear Deck Expansion 5184 (Topkis) ML NM MR SE JM SF AC MI KC Tara Gerardi From: Tara Gerardi Sent: Wednesday,July 29, 2020 3:04 PM To: 'Keith Werner' Subject: RE: Site Plan Application On the exterior building permit there are 3 pages that have to be signed, the ARB checklist, page 6 and page 8. The property owner must sign the 3 pages. We are currently waiving the requirement for a notary. Once you submit the complete application and all associated documents, the Building Inspector will do a preliminary review of the application to determine it meets the Zoning code and does not require planning board approval prior to the ARB. TARA A. GERARDI SECRETARY -- PLANNING BOARD, ZONING BOARD OF APPEALS & ARCHITECTURAL REVIEW BOARD VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK, NEW YORK 10573 OFFICE (914) 939-0668 FAx (914) 939-5801 From: Keith Werner [mailto:kaw@ahnemankirby.com] Sent:Wednesday,July 29, 2020 3:00 PM To:Tara Gerardi <tgerardi@ryebrook.org> Subject: RE:Site Plan Application Thanks and do both the owner and applicant need to get a notarized signature on the ARB checklist or just 1 of them? Keith Werner,PE Ahneman Kirby,LLC Tel:(843)501-7964 Mob: (914)819-3113 www.ahnemankirby.com From:Tara Gerardi<tRerardi@ryebrook.ore> Sent: Wednesday,July 29, 2020 2:24 PM To: Keith Werner<kaw@ahnemankirby.com> Subject: RE: Site Plan Application Yes, pools require ARB. TARA A. GERARDI SECRETARY -- PLANNING BOARD, ZONING BOARD OF APPEALS & ARCHITECTURAL REVIEW BOARD i VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK, NEW YORK 10573 OFFICE (914) 939-0668 FAX (914) 939-5801 From: Keith Werner[mailto:kaw@ahnemankirbv.com] Sent:Wednesday,July 29, 2020 1:26 PM To:Tara Gerardi <tserardi@ryebrook.ore> Subject: RE:Site Plan Application Thanks for this. Since we are just building an in ground pool and patio do we still need to be reviewed by the ARB? Keith Werner,PE Ahneman Kirby,LLC Tel:(843)501-7964 Mob:(914)819-3113 www.ahnemankirby.com From:Tara Gerardi<tgerardi@ryebrook.ore> Sent: Monday,July 27, 2020 2:06 PM To: Keith Werner<kaw@ahnemankirbv.com> Subject: RE: Site Plan Application Our office is open to the public to accept applications. Our office hours are 8:30-3:30. TARA A. GERARDI SECRETARY -- PLANNING BOARD, ZONING BOARD OF APPEALS & ARCHITECTURAL REVIEW BOARD VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK, NEW YORK 10573 OFFICE (914) 939-0668 FAX (914) 939-5801 From: Keith Werner [mailto:kaw@ahnemankirbv.com] Sent: Monday,July 27, 2020 1:42 PM To:Tara Gerardi <tgerardi@ryebrook.ore> Subject: RE:Site Plan Application We will complete the application and submit. How is the Village accepting applications? In person? Mail? Electronically? Please advise. Keith Werner,PE Ahneman Kirby, LLC Tel:(843)501-7964 Mob:(914)819-3113 www.ahnemankirb, 2 From:Tara Gerardi <tFerardi@ryebrook.ore> Sent: Monday,July 27, 2020 8:46 AM To: Keith Werner<kaw@ahnemankirbv.com> Subject: RE:Site Plan Application A complete exterior building permit application would be the first step. TARA A. GERARDI SECRETARY — PLANNING BOARD, ZONING BOARD OF APPEALS & ARCHITECTURAL REVIEW BOARD VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK, NEW YORK 10573 OFFICE (914) 939-0668 FAx (914) 939-5801 From: Keith Werner fmailto:kaw@ahnemankirby.coml Sent: Monday,July 27, 2020 8:44 AM To:Tara Gerardi <tjzerardi@ryebrook.ore>; Laura Petersen<LPetersen@ryebrook.ore> Subject:Site Plan Application Good Morning, I am getting ready to submit an application for a new in ground pool in Rye Brook. Which forms from the Village are required? How are applications being accepted at this time?Thank you Keith Werner,PE Project Manager Ahneman Kirby, LLC 1410 N Edgewater Dr Charleston, SC 29407 Tel:(843)501-7964 Mob:(914)819-3113 www.ahnemankirby.com AX*N AHNEMANKIRBY E NG INC rw R*S UNVC VOR SOP ANNCgS 3 Mike Izzo From: Mike Izzo Sent: Tuesday, August 4, 2020 11:23 AM To: Keith Werner Cc: 'fgabes@msn.com';tgerardi@ryebrook.org; Steven Fews; Laura Petersen Subject: 432 N. Ridge Street Attachments: 432 N. Ridge St. 7.30.2020.pdf Dear Mr. Werner, The Building Department is in receipt of an application and one-page plan for construction of an in-ground swimming pool , pool patio, and storm water management system at the subject property. I have attached a copy of the plan hereto for your review. In order to process this application further please provide the following information; 1. Plan SP-1 is totally devoid of any property setback information as pertains to the proposed construction either from the affected property line(s) or from the sanitary sewer easement. Please provide the relevant setback information on the plan. 2. The proposed construction is only partially dimensioned. Please provide all the relevant dimensions on the plan. 3. The plan contains no information regarding the proposed stone patio. Please provide the relevant details for all proposed construction. Thank you. A4dC7, �zz0 Building & Fire Inspector Village of Rye Brook, NY (914) 939-0668 1 a a~ �.i--.`ev='�'p!� �� ti! ' � •��k �u; ' 1K;}.-' .sf�t-�.r. ti t!-- uA.L ailjL 2020 6 18 13 0 AI t �ww'r 2020. 6 18 13 29 432 N RIDGE ST, RYE BROOK, NY-ARB APPLICATION PHOTOS w t .l y� �. ,�- �vim... ^w�t�_"..—„''�Y•.. 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Decorative arched accent gates are also available. rnamenfa Iuminu M BOCA Pool Code 7. Compliant ` ` '� . `r '4 •V.` Check Local Building Codes toi Pool Code Requirements �, t'rye4 til ,r"F` r r• •r f[ 12k- A 4. V" Nk g,ems _- ,•••.!1 ;'.�; �' ,i � - I _I__-_ -. 't 1. r ; c 1• s - ALSO AVAI OFN TOP IMAGE:E054200-BK with Matching Gate(EOGF454200-BK), 2"Gate Posts,2"Flat Caps(EOFC2-BK),and BOCA approved pool latch (MLDD-BK) Iumi/lu .BOTTOM IMAGE:E054200-BK with 2"Flat Caps(EOFC2-BK) «,m. •algolinnn osIa m sa}nb}ua000 pauoay•sjajoid }uiod nuiujn passaid pun aannbs jo juawabunaan bui}au19110 Lin saanoo � w Ajuauar)u� Ana do 1. l gloows y ZOZb03 pun LOLb03 aul jo saanlna} Isaq au} sauigwoo logj aouaj Iioa aaaul (.w A8-OOZ903 '8 H„09 = WOMOZ903) ublu „9P n s! H8-OOZP03 rr �i i� � n IIH ,� NI 113 } ('�• �� c .., 4 �i.- it � �, i1n r f� t� 4 c t t. 1 • ♦ N v d�Mr7� a r � fw � ass POOL L RM ODEL PGRM - 2 oo1guareic PBM INDUSTRIES, INC. AIDE IN THE USA ASTM (E NSF Av7-� ASTM F2208 1 psr The Association of Pool&Spa Professionals" Detects Intruders Sits On Deck Battery Powered f Low Battery Indicator u,n n� New Sensing Technology Easy To Use IN HOUSE REMOTE RECEIVER Completely Portable Automatic Reset Affordable Price In House Remote Receiver POOLGUARD POOL ALARM POOLGUARD/PBM INDUSTRIES, INC. has been manufacturing pool alarms, door alarms, and gate alarms since 1982. All Poolguard products are proudly Made in the USA. Poolguard Pool Alarms were tested and rated No. 1 by Good Housekeeping Magazine, and a leading Consumer Magazine. Poolguard Pool Alarms have been Tested and Certified by NSF International to the ASTM Standard Safety Specification for Residential Pool Alarms, ASTM F 2208-08. See back for more details & information about the Poolguard In-Ground Pool Alarm, call us at 1-800-242-7163, or visit our website. P.O. Box 658 • North Vernon, Indiana 47265 www. pooiguard . com P001guard El:nside Chip MODEL PGRM-2 NEW WEATHERPROOF DESIGN NEW ALARM STABILIZING PIN NEW SENSING TECHNOLOGY NEW MICROPROCESSOR TECHNOLOGY • The Poolguard Pool Alarm, once • Audible low battery indicator at the installed in the pool, cannot be de- poolside alarm is also indicated by activated; it is always in the alarm the in house remote receiver. ready mode. • Tamper Proof: Poolguard Pool Alarm • New sensing technology provides will sound an alarm when removed less chance of false alarms due to from the pool. wind, rain or small objects such as sticks or toys entering the water. • Sleep mode: when you would like to use your pool, simply remove the alarm from the pool and put it into • Works with pools up to 20' x 40' sleep mode. (800 sq. ft.). • Automatic Wake-up: The Poolguard Pool Alarm will automatically wake . The Poolguard Pool Alarm can be up and run a system test when used with a solar blanket. installed into the pool. • The Poolguard Pool Alarm comes • Most reliable, advanced, and with an in house remote receiver affordable alarm available. that has a range up to 200 ft., and comes with a 12 volt power supply. • Poolguard Pool Alarms are designed to detect intrusions similar to a one • The Poolguard poolside alarm works year old child weighing 18 pounds with a 9-volt battery (not included), and up. with a battery life of approximately one year. 3 Year Warranty - - - No . 1 In Customer Service 1 -800-242-7163 Aonarch +3rGE c .•u P0019-L Pas OCT eUl��N or RY Da te GO PgR BROOK Op MFNT Measures to be taken to prevent entapmant on a Monarcdb Pools and Spas Inc— In- Ground Pool ir,��Iladon Will be a dual main cirri;► system (fBgrm attad�ed). The drain cover vAll be ASME/,,\,',!SI A112.19.8-1987, 2007 approved Hayward Cover (model SP-1048AVP;K2) and a Vac Alen. (VA-2000) Vacuum Release System (photo 180 Furler Streez, TOiOWa, NJ 07512 Tel: 973-812-9440 Fax: 973-812-0977 _�=�.. ',"»��- y_., --tea= 'ta.✓ .,=._•_"�::VAEUME 0 WK % EMN a ' - �...�.-e"=" ..��`�s:.. '` -� ..=.ter-.`' �=-' -�'" 3_...e,.S-c-a - v-'�- `. - r •` '. 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P '-P *In o 45 U _ ed D-057-w ED) Eli Id "� p Clj�i..'{ � Q-x�O T"j T o �: ''•'•::1uu+ � p s—f � C � L Rc ac . o o ' o E-► . O O `C o ?� E,� Tv • ADVANCED HYDRAULICS FOR • -. • • - - MORE EFFICIENT PERFORMANCE i f f Ao"' k' x Clear strainer cover seals with less Aligns with the entire MaxFlo"'line for seamless retrofit installations than a 1/4 turn and lets you see when the basket needs cleaning Easy 4-bolt access makes servicing simple ............................................... ........................................................... r Pressure testable 11/2"x 2"union to 50 psi maximum connections in all models Heavy-duty motor ••'•"•""""" provides performance you can trust ................................... Advanced hydraulics for increased energy efficiency Optional riser base and priming ability (SPX23000R) provides alignment .............................................• ' with Sta-Rite' Dyna-Pro' SPECIFICATIONS MODEL NUMBER TOTAL H.P. RATED H.P, SERVICE FACTOR VOLTAGE UNION CONNECTIONS DIM."A" CTN.QTY, CTN,WEIGHT Energy Efficient Max Rated Single-Speed .. _ _ _...._. _ _.._._...... SP2305X7EESP' 0.95 2/4 1.27 115/208-230 1112"x 2" 131/4" 1 341bs. SP2305X7EE 0.95 1/4 1.27 115/208-230 1112"x 2" 133/," 1 341bs. Standard Efficient Max Rated Single-Speed SP2305X7 0.95 1/4 1.27 115/208-230 11/2"x 2" 133/:' 1 34 lbs. SP2307X10 1.25 1 1.25 115/208-230 11/2'x 2" 141/4" 1 37 Ibs. _ __.. SP2310X15 1.65 11/2 1.1 115/208-230 11/2'x 2" 151h' 1 42 lbs. _ _... SP2315X20 2.10 2 1.05 115/208-230 11/2"x 2" 151/2" 1 45 lbs. Energy Efficient Max Rated Dual-Speed SP2307X102` 1.25 1 1.25 230 11/2"x 2" 15" 1 41 lbs. .... .............- ____. __.. L.__.. ......._. _.__ _...... :...._....... _....... ..... ............. ...__. _....._... ._..._ ._._ ............... SP2310X152` 1.65 11/2 1.1 230 11/2"x 2" 151/2" 1 43(bs. SP2315X202` 2.10 2 1.05 230 11/2"x 2" 16" 1 46 lbs. MAXFLO XC DIMENSIONS (INCHES) MAXFLO XL MEDIUM HEAD PUMPS 100 90 ILow Speeds) — SP2315X20 9 69 --- SP2315X202 — SP231OX15 . - - 9.d6 -- A. - 80 --- SP2310X152 SP2307X10 SP2307X102 — SP2305X71EE) 70 -T L — SP2305X7EESP 60 'in 50 63 x 40 6. _11F — — _ 30 7.38 — — 8,16 8.48 - 20c__�_______ 10 0 ` `ENERGY STAR certified 0 20 40 60 80 100 120 Flow(GPM) "2.31 Feet of Water=1 PSI _ MaxFlo XL se- O NSF Select MaxFLo XL " hayward.com " 1-888-HAYWARD pumps are listed! C L US pumpsarecertifiedby: M Pumps >' Filters " Heaters " Cleaners Sanitization Automation - Lighting >' Water Features - White Goods Hayward,Hayward&Design and the H logo are registered trademarks and MaxFlo and MaxFlo XL are trademarks of Hayward (� HAYWARD Industries,Inc.ENERGY STAR is a registered mark owned by the U.S.government.©2018 Hayward Industries.Inc. LITMAXFLXL18 101HAYWARD ProSeries" . . Top-Mount Sand Filters HAYWARD _ �1 MIDM A•Tl■I1MD�IlT�ll - 0� PROSERIES-" TOP-MOUNT FEATURES » Integral top diffuser ensures even distribution of water over the sand media bed. Full-size internal piping provides smooth,free-flowing performance >> Flanged clamp design allows for 360'valve rotation to simplify plumbing » Efficient multilateral underdrain assembly with precision-engineered,self- cleaning 360' slotted laterals provides totally balanced flow and backwashing » Integral molded drain plug drains the tank without losing sand » Unitized,corrosion-proof tank is molded of color-fast polymeric material for maximum all-weather durability >> Corrosion-proof base provides strong, stable support 7-position VariFlo°control valve Patented service-ease design with unique folding ball joint provides easy with easy-to-use lever-action handle lets access to lateral assembly you dial any of 7 valve/filter functions. PROSERIES-TOP-MOUNT SAND FILTERS Filter Type High-Rate Sand:No.20 Silica Sand(0.45 mm-0.55 mm) .......... Filter Tank Molded Polymeric __ ... ......... ........... Underdrain 360'self-cleaning slotted laterals,precision installed in ball-joint assembly ................... Valve Fastening Flange Clamp Design .......... ...._........_ .... ........... ............ Support Base Injection-Molded Polymer __.... . .. ..._ ........ ... ......_...... .......I.. ................ . .. ................. Performance Range 30 to 120 GPM(114 to 454 LPM) DIMENSIONS CONTROL VALVE OPTIONS S220T-221/2'W x 41"H(572 mm x 1041 mm) S244T-241/2'W x 42"H 1622 mm x 1067 mm) S220T2-221/2'W x 41"H 1572 mm x 1041 mm) SP0714T-1112"FIP 7-position,VariFto Top-Mount S244T2-241/2'W x 42"H(622 mm x 1067 mm) SP071621 -2"FIP 6-position,VariFlo S270T-27"W x 43"H(675 mm x 1075 mm) S270T2-27"W x 43"H(675 mm x 1075 mm) S310T2-301/2"W x 48"H(775 mm x 1219 mml FILTER PERFORMANCE DATA MODEL EFFECTIVE TURNOVER . NUMBER FILTRATION AREA DESIGN FLOW RATE" 8 HOURS 10 HOURS SAND REQUIRED S220T 2.64 ft.2/0.246 m2 52 GPM/197 LPM 24,960 gal/94.47 kl 31,200 gat/118.09 kl 250 tbs./114 kg S244T 3.14 ft.2/0.292 m` 62 GPM/235 LPM 29,760 gal/112.64 kl 37,200 gal J 140.80 kl 300 tbs./136 kg _ _. _ S220T2 2.64 ft.2/0.246 m2 52 GPM/197 LPM 24,960 gal/94.47 kl 31.200 gal/118.09 kl 250 lbs./114 kg ......... _ _._ __. S244T2 3.14 ft.'/0.292 m2 62 GPM/235 LPM 29,760 gat/112.64 kl 37,200 gat/140.80 kl 300 tbs./136 kg ........._ S270T' 3.70 ft.2/0.345 m2 74 GPM/285 LPM 35,520 gal/134.49 kl 44,400 gal/166.07 kl 350 tbs./159 kg ..._..... _. _ _ _. S270T2* 3.70 ft.'/0.345 m2 74 GPM/285 LPM 35,520 gat/134.49 kl 44,400 gat/168.07 kl 350 lbs./156 kg S310T2 4.91 ft.2/0.457 m2 98 GPM/371 LPM 47,040 gal/178.05 kl 58,800 gal/222.56 kl 500 lbs./227 kg 'Not NSF listed "Based upon 20 GPM/ft`814 LPM/m2(Maximum Allowable NSF Rating] ha ward.com » 1-888-HAYWARD user e4 Fater4 a Sled NSF y �oof �'t�5 A'f '�'l. 7-j�U7�u (;,Q-1/.+ns Pumps » Filters >, Heating >> Cleaners » Sanitization Automation Lighting Water Effects » White Goods Hayward and I are registered trademarks and ProSeries is a trademark of Hayward Industries,Inc. WHAYWARD ©2017 Haywardrd Industries,Inc. LITPROTM17 eem op TI The new degree of comfort. POOL & SPA HEATERS COMFORT FOP EVERYONE FROM THE NEW DEGREE OF COMFORT RHEEM DIGITAL POOL&SPA HEATER INTEGRATED HOME COMFORT Rheem.com RHEEM DIGITit Microprocessor-Controlled Thermostat POOL & S The Rheem Digital gas heater p a ';u t 1114E is equipped with a micro- Hp processor-based control. This control allows you to set your .I sp: F. pool and spa temperature precisely at your preferred set ting just by pressing an up or down temperature control button. The digital display tells you when the water is being jp a 13 G t 1114E heated and notifies you when No [IHaljd your target temperature has been reached. Self-Diagnostic Troubleshooting a Rheem gas heater has never been easier.The Rheem Digital has �' p a SR 104F on-board diagnostic controls that let the user and the service professional know what S'Pfr-,orFAi,l,lli u is going on with the heater at all times. The display uses N real English, with no cryptic codes to decipher. '1 �t 11Jr Pilot :;uilE,d Remote-Compatible The Rheem Digital is compatible with most major pool control and remote systems R@ Itl o t N Pool 1104F on the market today.Any two-or three-wire remote can connect to the Rheem Digital W a t u i Te ffl p E.F and be integrated into the pool control system of your choice. The display clearly 1. shows the heater is under control of a remote system. Run Time and Cycle Meter Yet another industry first,the Rheem pool heater can report how long it has run and �RUn Tilll@ 100h how many times it has fired. This is valuable feedback for the service professional. Cycl@s 134 Multi-unit installations can monitor the run time of each unit and balance out the duty I load, thus avoiding over working one individual heater. Flame Strength Indicator Rheem leads the way with the first control in the pool industry to monitor and meas- F1. ffl G t j G Ij g t h ure the pilot flame signal. Known for our high quality, leading edge commercial boil- Goo d ers, it just made sense for Rheem to use this existing commercial technology on our residential pool heaters. Rheem also uses this function on the end of line test, mak- ing sure every heater leaves with a robust flame signal. On Board Voltmeter The Rheem Digital monitors the low voltage electrical supply. This helps ensure the U p p 1•y O o 1,t v u heater is wired properly during installation. The heater will also let you know if the °.l voltage has dropped too low to function properly. No other pool heater takes care of you like a Rheem. Spa c,G t 1i i4F Loiki Unl,tagk Stainless Steel Burners Copp Burner design is a critical component in any gas heater. The stainless steel burner system used in the Rheem Digital is inherently forgiving and ; extremely robust.The burner is self-adjusting to compensate for gas pres- sure fluctuations, meaning the heater will always burn clean and safe. 2O6 199,5C Smooth Light Off 266 266 0( The soft-opening gas valve ensures smooth turn-on; no"Hard Light" to ;0�i worry about. Easily removable burner tray and pilot assembly make 332,5( �� service and maintenance a simple task. 1336 Pilot Ignition 406 399,0( The Rheem Digital use a spark-to-pilot ignition system. This is the most reli- able and robust ignition system available—an industry proven standard for over 30 years. QUALITY • RELIAI Technical Data Digital and Millivolt Gas Heaters -8 � CgNBF�NSy64TFR j 0N4�OMB� ��RE(TlY FLUE fT/ j-10. SVRfq�E�J Blf I D 4-3/8' 5/8'AS (3-3/8'ASME) INDOOR O DRAFTHOOD O a2sly 32-11/16' 40' 38" ELECTRICAL ® STACKLESS CONNECTION • ® OUTDOOR TOR L 26-5/8" (28-5/8'ASME) 13-1/4. c CONNECTION Amp Draw 120 volt 240 volt A 28" f Digital 4 2 Shipping Weights(Ibs) w/Polymer cupro-nickel (A) (B) (C) Headers Heater BTUH Cabinet Flue Indoor (D) (J) Gas Water and Indoor Stackless Draft- Model Input Width Dia. Drafthood Minimum Conn. Conn. Top hood M206A 180,000 20" 6" 61-5/8" 101, 11-3/4" 3/4" 2" 187 12 M266A .. r�i 240,000 23" 7" 62" 11-1/2" ill, 3/4" 2" 210 15 :!M40 3 l 300,000 26" 8" 63" 13" 10-5/8" 3/4" 2" 230 17 r 360,000 29" 1 9" 64-1/2" 1 14-1/2" 1 12-1/8" 3/4" 2" 249 20 Designation for a Digital heater using propane gas is "EP"; a Digital heater using natural gas is "EN". Designation for a Millivolt heater using propane gas is "MP"; a Millivolt heater using natural gas is "MN". Prefix "P" is for plastic (polymer) headers. Suffix "X" is for cupro-nickel tubing; "C" is for copper tubing Example: P-M406A-EN-X = Plastic headers, 406 model size, digital, natural gas, cupro-nickel Reduce input 4% for each 1000 feet above sea level when installed above 2000 feet elevation. ' 11 Swimming Pool and Spa Heating Products Technical Data Features All models Digital models only • PolyTuf Textured Powder Coating • Microprocessor-Controlled Thermostat The Rheem gas heater has a polyester-coated, non-corrosive cabinet that is more The Rheem Digital gas heater features a microprocessor-based control center. This durable than solventborne- and waterborne-coated metal cabinets. Every piece of control allows you to set your pool or spa temperature precisely at your favorite setting sheet metal goes through a 7-stage wash system, making certain the powder paint just by pressing the up or down temperature control buttons. has a perfect bond.Underneath the tough,yet beautiful finish you will find galvanized • Self-Diagnostic metal that offers superior rust prevention and years of durable service. On-board diagnostic controls let the user and the service professional know what is • Stainless Steel Heater Base going on with the heater at all times.All information is presented in rea.English,no The interior base pan is manufactured from 400 series stainless steel to help prevent cryptic codes to decipher. In the event that you would ever have a problem with the rust and corrosion.Rheem is the only heater manufacturer to offer this as standard heater,the digital display will indicate the source. equipment. • Flame Strength Indicator • Wind-Resistant Design A pool industry first!The pilot flame signal is monitored with an easy to read visual No need for fans to combat drafting problems. This heater is designed to draft bar display.4 bars or less indicate a weak signal, letting the service tech know that naturally in outdoor installations with its exclusive low-profile design. It is so the pilot should be checked. 5 bars or more indicate good flame rectification. thoughtfully and carefully designed it actually protects itself from the things that tend • Voltage Monitor to stifle ordinary pool and spa heaters.It delivers uninterrupted heating performance Transformer output power can be monitored by the circuit board.This helps service regardless of falling leaves,wind,airborne debris,rain,downdrafts, updrafts,sleet, techs diagnose issues quicker and more efficiently. snow,etc. • Cycle Counter and Run Time Monitor • Polymer Headers The control captures every cycle of the main gas valve as well as how long it stays Polymer headers prevent rust stains from harming your pool's surface, giving you open.This offers valuable and useful feedback to the service tech.By monitoring the years of trouble-free swimming pleasure. run times on multiple unit installations,the load can be evenly distributed among the • All-Copper-Fin-Tube Heat Exchanger units,preventing excessive wear and tear on one unit. The fin tubes of the heat exchanger are each made from a single piece of extruded • Remote-Compatible copper.This integral-fin design allows maximum heat transfer to be attained and Compatible with most major pool control and remote systems on the market today.Any maintained.Cupro-nickel is also available as an optional upgrade. two-wire or three-wire remote can connect to the heater and be integrated into the • Stainless Steel Tube Sheet pool control system of your choice. Stainless steel tube sheets are used on all Rheem heaters with the polymer headers. • Electronic Ignition This allows for a completely nonferrous waterway,leaving your pool truly rust-free. Rheem Digital heaters come standard with intermittent spark ignition pilot safety • CPVC 2"Water Connections controls.What this means is that the pilot only comes on when there is a call for heat. Standard with every Rheem heater is a set of 2"slip-fit CPVC water connections to make your installation secure and effortless. Millivolt models only • Condensation Protection The Unitherm Governor helps reduce condensation from low inlet water temperatures. • Mechanical Thermostat It automatically regulates the water flow to help keep the water temperature in the The Rheem Millivolt gas heater comes with one mechanical thermostat.This control heat exchanger above 105°F. Both water temperature and water flow rate are allows you to set your pool or spa temperature precisely at your favorite setting. controlled to eliminate condensation, sooting, and scale build-up that can shorten • Millivolt Controls heater life. No power source is required for the Rheem Millivolt heater. All operating electricity is • High Flow Rates supplied by the pilot thermocouple. The Rheem gas heater comes with an automatic bypass built into the header.You'll find that the heater is capable of handling water flow at a rate up to 125 gpm. Quality assurance • Burner Tray • ISO 9001 Every burner tray is built to last,from the stainless steel burners to the aluminized We are proud to be an ISO 9001 registered manufacturing plant.It's one more reason metal used in the heat sensitive areas.Innovative design allows for the easy removal why Rheem is number one in the heater industry today. of the tray and burners for servicing. • End-of-Line Test • Fire Tile Every Rheem gas pool heater is plumbed and test-fired before it is put in the carton. A ceramic fiber combustion box keeps your heater running efficiently while keeping the This ensures that your heater will work right out of the box and continue to give you outside jacket cool.By using this space-age material the heater won't retain residual years of trouble-free operation. heat after it is turned off,allowing it to be installed without the use of costly metal . Quality Check Points heat sinks. The Rheem assembly process includes six final assembly quality check points that • Fuel-Efficient help to ensure that every Rheem gas heater is built correctly,and built to last. Energy-smart Rheem heaters consistently achieve the highest efficiency ratings.They . CSA-Certified meet all federal and state standards. All of Rheem's gas pool heaters are CSA-certified to the ANSI Z21.56/CSA 4.7 standard. In keeping with its policy of continuous progress and product improvement,Rheem reserves the right to make changes without notice 11 Swimming Pool and Spa Heating Products MKG-15-7 SOS•08-01-13 GAS HEATER HEATERS Wind-Resistant Design Performance and reliability are enhanced by the "pagoda top," designed to keep the Rheem Digital operating even in windy conditions. No need for fans to combat drafting problems. This heater is engineered to draft naturally in outdoor installations with its exclusive low-profile design. It is so thoughtfully and M carefully constructed that it actually pro- tects itself from the things that tend to sti- fle ordinary pool and spa heaters. It deliv- ers uninterrupted heating performance regardless of falling leaves, wind, air- borne debris, rain, downdrafts, updrafts, sleet, snow, etc PolyTuf Textured Powder Coating The Rheem Digital has a polyester-coated, non- corrosive cabinet that is more durable than solvent- borne and waterborne-coated metal cabinets. Every piece of sheet metal goes through a 7-stage wash system, making certain the powder paint has a perfect bond. Underneath the tough,yet beautiful finish, you will find galvanized metal that offers superior rust prevention for years of durable service. Stainless Steel Interior Floor The interior base pan is manufactured from 400 series stainless steel to help prevent rust and corrosion. Rheem is the only heater manufacturer to offer this as standard equipment. Condensation-Free Operation Both water temperature and flow } rate inside the heater are con- trolled to help eliminate conden- sation, sooting and scale build- up that can shorten the life of a heater. Rheem engineered the Unitherm Governor specifically for pool and spa heater applica- tions, regulating low temperature incoming water to help reduce condensation. BTUH Input 180,000 Rust-Free Waterways The Rheem Digital is equipped with 240,000 polymer headers and an integral copper fin tube heat exchanger built with stainless 300,000 steel tube sheets. This ensures rust-free per- formance, which is especially important when 360,000 heating spas. Even the smallest details, such as the studs and nuts, are made out of stainless steel.The payoff?A heater that will last year after year and can easily be serviced if the need should ever arise. 11 ILITY • COMFORT Copper Fin Tube The Rheem Digital is built to last with the highest quality inte- gral copper fin tube available. Copper is well known for its ability to transfer heat efficiently, and is an excellent choice for pool and spa heater heat exchangers, where the water chem- istry is properly maintained. Cupro-Nickel Fin Tube i Rheem heaters are available with an optional cupro-nickel fin tube heat exchanger for added protection against aggressive water chemistry, which has been known to attack copper heat exchangers and cause premature failure. Cupro nickel's major advantage over standard copper is that it' s more tolerant of bad water chemistry and is more resistant to erosion, thanks to a much harder surface and a wall that is approximately 50% thicker. When you are unsure of your ability to maintain the pool or spa water chemistry, a cupro-nickel heat exchanger is a cost-effective way to protect against premature failure. D-2 Power Vent Rheem offers an optional power vent feature. Sometimes, equipment rooms or unusual venting configurations require the use of a power vent. Being the heater experts, we have this option for you when the need may arise. Through-the-Wall Capable The D-2 Power Vent assembly is a Category III mechanical draft venting system that operates under a positive static pres- sure that prevents excessive condensate production in the vent. All sizes are capable of relieving flue gases up to a max- imum of 100 equivalent feet of vent length. All models have a standard 4" diameter exhaust connection. Multi-Position Using the Rheem-supplied adjustable 90' elbow, the flue gases may be discharged in any direction (see D-2 Power Vent manual for details). The D-2 Power Vent is also dual-volt- age capable (120/240 volt) and engineered for long life and smooth operation. 11 For dimensions and technical specifications, see catalog number MKG-15-1505. In keeping with its policy of continuous progress and product improvement, Rheem reserves the right to make changes without notice. Litho in U.S.A.©2004-2013 Rheem,Inc. MKG-15-1503A Effective 04-01-2015 Laura Petersen From: Laura Petersen Sent: Friday, October 16, 2020 1:09 PM To: fgabes@msn.com Subject: Building Permit Application - 432 North Ridge Street The building permit application has been approved by the Building Inspector, before I can issue the building permit the following items must be submitted to our office, 1. General contractor's contact name. 2. General contractor's valid liability insurance (the Village Of Rye Brook must be the certificate holder) 3. General contractor's valid workers compensation on a NY State Board form (C105-2 or U26.3) 4. Building permit fee $675.00 (due once permit is issued and ready for pick-up) 5. Contractor must call Dig Safe NY and get a 10 digit ticket number. Laura (Petersen Office Assistant Village of Rye Brook 938 King Street Rye Brook, New York 10573 Phone(914)939-0668 1 Fax(914) 939-5801 1 Igetersen(cDryebrook.oro 1 ;..ys'/,p��f (mil =.°�v�,y.`Sdv'µ{� 1w `-, .\:�-- --.' Ovl�'�,�..��'.1..�'��'. Ov}!: '\4'v1Ap�� IOvI �'��":.trsJiffi,�}j,,��. :iol :. �.�� ':<10� a 'wl rMG}'��'%k V� :,j{:�`c��-r.•.' ,^� 0 C) o C) N fir,01, 4-4 0 . Ul) U -A ci 'IWO 'A A 0 u ;.o Z LU section (4, 0 C:) u P-4 LLJ U -j 10) q# _0 pt., ► 4-o Z c) d30 OC) 85 w Ch cd 0 (1) 0 00 co C) 1—i- p U-.4i 0M.; VA.. 'Mir 5:0 .........I ...........11 .......... 10/20/20, 9:19 AM �"1 IldWbl CERTIFICATE OF LIABILITY INSURANCE TM OeMWA>X N 05LOM AS A rMT7M OP wars im OFIY AMD GOIIPlR1 no ,a s UPOTI"a OtRn"cATt w*om TNK CGRWICATi WU ROT AFfWMTMLY OR rEM714AWY ANOW EXTEND OR ALTEII TTTE COVIMM Affoo w 0Y THE POU{KS 9fLOW TWS CERTTIICAT! OF MSUFMaM DOIM NOT CONS"TUTE A CONTRACT BETWEEN T►IE ISU M4 nKUR6F4IL AYTMMUSO A faPRCik11TATTVE OR PRODUCER.AND ME C6I7X'101TE HOLDER. 6111100"ANT; r On aalrRaer hww r w I(DDITIONAL 81RO 0.w Pe (WI(ew know ADGF KW#A►MUMD Pro%obleaa w M an4a1MI_ ■iscurROCATM 4 WAIVED,e84"to goaa rw and aal1001111Iea at OwPOW,whYR psibe"wN(re4 on ondwewewA A dmbpoSsM am.r, ouMli�wa+...na1.wR« r b aaFEaar Aa1/M Y M a1 aMla .aeevow ��r link W moo Im can a YermeA Nr Awry 'aa�Is tTslMl r -w"-- .1Tf'8 'lifft -- OeowM.NJ OM4 rwa w N...roe SAW* ---�___ CaAnwAYCMIrF10AIO� �2"Mi aaap.w 075�] rvv 6 TO CERTSY THAT nE FGUOU OF PIOVIVO"UNtO BELOW IMYE IELR M MD TD THE INUCD NMI ABOVE FOR RK MEY FVUW INNGITCD %1DtWrMTANnIN6 ANY RFC(AII51 .MW OR COMXR(IN OF ANY CONTRACT(A Otl"DO('.k"m WIFN FWSFWl TD W 41CH TM CFRT'ITCATE WY rE WAZ"ON WY vLP(Aft nTL ONAWANCS AFMIOEU BY (RL PouCIEI DEIGNED HUMN 4!(L11ECT M ALL TW TEFNIB, xcLUYOMBANDGOIa]ITYrliOF F_LrALS.LRRS!N"MbMY1AW_9%WR[DLO=BYPNOCLAYE nwva�alMa .o._,a rro� ran —r-„b e+ao"'-- - A X c+raMAew �aa!arm - 000,0011 enRM( 1^i caiuw I ""Dom, fy0'T(�'.4?M7fL2T 160,004 000 is s L F j 4iBaAlLArrCM{I�_F i G00. wC* 1000, Xfplrwrtc. ! IMirlrrat o2'�+.O:G 0Z!OIfE2/ InONrNJ�Qry. =oar I OW i x AaFar xsawr aln�{AIr6 ooaA1 i �:... .,.c(AIFaItE SWOONS Wrm .AMasrrT►--- ao Palo x '"- r e0t""E t- T o,. �t+fiosT c:olan,EaRRLt___ I i uw,sA VA .---I -rt ewsArErOWw(6rM-LAXArgae re»pE P11-m wL Adm� fta Gr Mm'WO YWWK 43214w Rrpe,Ill CheaaaT,MY TOM �fCB.allFt ,.,,, i1Q)y You"AMr at RE AMOK rooCFAKO P40LIM R wmkw CAIILitLiC iRpK of II *"Wook ACCORM ff WAIN THE BOXY PRONf1On► L a OLAA91lD M On NLnr 84ee1 ACOM!I aNO" _ i Ins-awTI ACOPW comK ATTOFL Aa RpY rooalvoc Tb ACOM smomms and 6"D ve regl2a.red mraa of ACORD https://outlook.live.com/mail/0/inbox/id/AQMkADAwATIwMTAwACO...pcdHpb3cuY211jwABLK9gGkAAAABEgAQAGd1MW1iSWJ BhGQaRvWuF%2Bc%3D Page 1 of 1 10/20/20,9:19 AM Certificate of NYS Workers-'Compensation Insurance Coverage Page i of 2 CERTIFICATE.OF 1'^NEW 1 Workers' NVS WORKERS'COMPENSATION INSURANCE,COVERAGE YOR�—, STATE I Compensation 1: Board Insured Detail Is.I.egad Name and addrem of lusared(11se street address ads) i b.Ba"new Telephone Number of Insured Monarch Pools Inc. 973-812-944u 180 Fsalcr St. Totowa,N1 07512 Ie.NYS linemployment Insurance F'-mploser Registration Number of Insured 52-I(61 S Work I a,cat-on of poured(0nh'required efcovenagr is spectftcaliv limited Id.Federal Employer Identification Number of insured :ye to certain location in w Yark.4tate,t e a Wrnp-Up Polies) or Social Security Number 222050933 2.Name and Addrrm of the Entity Requesting Proof of Coverage 3a.Naaw of Insurance Carrier (Entity Being listed as the Certificate Holder) Wesco Insw:mcc Ccwnpsny vdlagc of Rye Bnwk 1139 King Strut 3b.Policy Number of entity listed in box"I a": Rye Brook,NY 10573 wwc34532b7 3c.Polley effective Paris& 2/1/2020 to 1/1/2021 3d. I he Proprietor.Partners or Fieeutive Officers are: included(Only check box Ball partncrs/officcrs mchdccli all nelud.d or certain partnervafTwers excluded This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"in"for corkers' compensation under the New fork State Workers'Compensation Law.(To use this form,New York(NV)must be listed under Item 3%tin the INFORNIA-110N PAGE.of the worker-'compensation insurance policy).'The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entire'listed above as the certificate holder in box"2". The insurance carrier must notifl,the above cerfifecate holder and the Workers'Compensation Koard within IO dais IF a policy is canceled due to no"_),ment ojpremiumn or within 30 dais IF there are reasons other than nonpin-ment ofprenuums that cancel the polity,or eliminate the insured from the coinage indicated tin this Certificate.(These notices mar be sent by regular mail.)Otherwise, this Certificate is wtlid jor one Fear after this form is approved lit,the insurance carrier or its licensed agent,or until the policy e_spiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information onh nod 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 heyond those contained in the referenced policy. 'This certificate msv_ he used as evidence of n Workers'Compensation contract of insurance onh 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 it 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 comphing with the mandatory coverage requirements of the New York State Workers'(ompensalion Low. Under penalty of perjurs,1 certify that l am an authorized representatise or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved By f lan C.Sibley (font name of aul6.xurd rcpinatuti%e�x 11cemal a6en1 4 imur C laff t https://outlook.live.com/mail/0/inbox/id/AQMkADAwATIwMTAwACOw...d Hpb3cuY211jwABLK9gGkAAAABEgAQAG01JBol%2FVpMvxULbkj%2BAIw%3D Page 1 of 2 Laura Petersen From: Mike Izzo Sent: Tuesday, March 23, 2021 9:06 AM To: Tara Gerardi; Laura Petersen Subject: Fwd: Message from Dig Safely New York, Inc. (DSNY) Michael J. Izzo Building & Fire Inspector Village of Rye Brook, NY Sent from my iPhone Begin forwarded message: From: Dig Safely New York Exactix<tickets@exactix.digsafelynewyork.com> Date: March 23, 2021 at 8:50:48 AM EDT To: Mike Izzo <Mlzzo@ryebrook.org> Subject: Message from Dig Safely New York, Inc. (DSNY) Reply-To: Dig Safely New York Exactix<tickets@exactix.digsafelynewyork.com> ****REGULAR**** DIG REQUEST from DSNY for: VIL RYE BROOK Taken: 03/23/2021 08:49 To: VIL RYE BROOK PRIMARY Transmitted: 03/23/2021 08:50 00001 Ticket: 03231-000-449-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 432 To: Name: N RIDGE ST Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: CURB TO ENTIRE PROPERTY NearSt: FAIRLAWN PKWY Means of Excavation: EXCAVATOR Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: N Work Type: INGROUND SWIMMING POOL Estimated Work Complete Date: 03/26/2021 Depth of excavation: 8 FEET Site dimensions: Length 20 FEET Width 40 FEET Start Date and Time: 03/26/2021 08:00 Must Start By: 04/09/2021 ------------------------------------------------------------------------------ Contact Name:JOSEPH WINTER Company: WINTER BROS INC Addr1: 28 CLAUSLAND MOUNTAIN RD Addr2: 1 City: BLAUVELT State: NY Zip: 10913 Phone: 845-206-1051 Fax: Email: winterbrosinc@aol.com Field Contact:JOSEPH WINTER Alt Phone: 845-206-1051 Email:winterbrosinc@aol.com Working for: MONARCH POOLS ------------------------------------------------------------------------------ Comments: Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA/WSCHSTR CON-ED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 2 Laura Petersen From: Mike Izzo Sent: Thursday, October 22, 2020 1:1 S PM To: Tara Gerardi; Laura Petersen Subject: FW: Message from Dig Safely New York, Inc. (DSNY) Michael J. Izzo Building& Fire Inspector Village of Rye Brook, NY (914)939-0668 -----Original Message----- From: Dig Safely New York Exactix<tickets@exactix.digsafelynewyork.com> Sent: Wednesday, October 21, 2020 4:50 PM To: Mike Izzo<Mlzzo@ryebrook.org> Subject: Message from Dig Safely New York, Inc. (DSNY) ****REGULAR**** DIG REQUEST from DSNY for: VIL RYE BROOK Taken: 10/21/2020 16:49 To:VIL RYE BROOK PRIMARY Transmitted: 10/21/2020 16:50 00002 Ticket: 10210-002-055-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From:432 To: Name: N RIDGE ST Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: MARK CURB TO ENTIRE PROPERTY NearSt: FAIRLAWN PKWY Means of Excavation: EXCAVATOR Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: N Work Type: INGROUND POOL Estimated Work Complete Date: 10/26/2020 Depth of excavation: 8 FEET Site dimensions: Length 20 FEET Width 40 FEET Start Date and Time: 10/26/2020 08:00 Must Start By: 11/09/2020 ------------------------------------------------------------------------------ Contact Name:JOSEPH WINTER Company: WINTER BROS INC Addrl: 28 CLAUSLAND MOUNTAIN RD Addr2: City: BLAUVELT State: NY Zip: 10913 Phone: 845-206-1051 Fax: Email:winterbrosinc@aol.com Field Contact:JOSEPH WINTER Alt Phone: 845-206-1051 Email: winterbrosinc@aol.com 1 Working for: MONARCH POOLS ------------------------------------------------------------------------------ Comments: Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA/WSCHSTR CON-ED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 2 Laura Petersen From: Frank Gabriel <Fgabes@msn.com> Sent: Thursday, October 22, 2020 12:28 PM To: Laura Petersen Subject: Fwd: Building Permit Application - 432 North Ridge Street Hello Laura hope your well dig#as per your request Frank Gabriel Sent from my iPhone Begin forwarded message: From: Brian Patterson <brianpsales@gmail.com> Date: October 22, 2020 at 12:17:22 PM EDT To: Frank Gabriel <fgabes@msn.com> Subject: Re: Building Permit Application-432 North Ridge Street Requested mark out number 10210-002-055 & clear to dig after 10/26 On Oct 16, 2020, at 3:57 PM, Frank Gabriel <Fgabes@msn.com>wrote: Ok great thanks Frank Sent from my iPhone On Oct 16, 2020,at 3:18 PM, brianpsales@gmail.com wrote: Frank the info there looking for is insurance paperwork that gets sent out directly from our insurance company. I'll have management take care of it& keep ya posted. Brian Sent from my iPhone On Oct 16, 2020, at 2:49 PM, Frank Gabriel <Fgabes@msn.com>wrote: Here is the a mail from the town of Rye Brook as per our conversation. Frank Sent from my iPhone Begin forwarded message: i vim o'g / 1 DATE(MM/DD/YYYY) A`COR" CERTIFICATE OF LIABILITY INSURANCE 1/8/2021 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 Edgewood Partners Insurance Center PHONE Amanda Massa FAX 1 American Lane • 203-658-0507 we No Greenwich CT 06831-2560 ADDRESS: amanda.massa@epicbrokers.com INSURERS)AFFORDING COVERAGE NAIC# INSURER A:Charter Oak Fire Insurance Company 25615 INSURED PARAGASC INSURER B:Travelers Indemnity Company 25658 Paraco Gas Corp: Paraco Gas of CT Inc INSURER C:AXIS Surplus Insurance Co 26620 Paraco Gas of NJ LLC; Paraco Gas of NY Inc. 800 Westchester Ave, Suite 604 INSURER D: Rye Brook NY 10573 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:799914031 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 POLICY EFF POLICY EXP LTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER MM/DD/YYYY MMIDD/YYYY LIMITS A X COMMERCIAL GENERAL LIABILITY Y1N6601P009026COF21 1/1/2021 1/1/2022 EACH OCCURRENCE $2,000,000 CLAIMS-MADE � OCCURDAMAGET RENTED PREMISES Ea occurrence $300,000 MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2.000,000 X JECOT- LOC PRODUCTS-COMP/OP AGG $2,000,000 POLICY❑ OTHER: 1 $ B AUTOMOBILE LIABILITY Y1N8109J6196941ND21 1/1/2021 1/1/2022 EOa BINEDISINGLELIMIT $2,000,000 X ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED P BODILY INJURY(Per accident $ AUTOS ONLY AUTOS ) HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Per accident $ C UMBRELLA LIAB X IOCCUR P00100005161203 1/1/2021 1/1/2022 EACH OCCURRENCE $3,000,000 X EXCESS LIAR CLAIMS-MADE AGGREGATE $3,000,000 DED I I RETENTION$ $ A WORKERS COMPENSATION U B8N6879022151 D(AOS) 1/1/2021 1/1/2022 X PER OTH B AND EMPLOYERS'LIABILITY Y/N U B8N6862232151 R(MA Only) 1/1/2021 1/1/2022 STATUTE ER ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 OFF ICER/MEMBER EXCLUDED? ❑ NIA (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Village of Rye Brook 938 King Street Rye Brook NY 10573 AUTiREPRESENTAT1vE ,1�1(//L//"'/'_'ram ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD YYOERK Workers' CERTIFICATE OF STATE Compensation Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1a. Legal Name&Address of Insured(use street address 1b. Business Telephone Number of Insured only) 914-25e-3700 Paraco Gas Corp. 800 Westchester Ave Suite 604 1c. NYS Unemployment Insurance Employer Registration Rye Brook, NY 10573 Number of Insured Work Location of Insured(Only required if coverage is specifically 1d. Federal Employer Identification Number of Insured or Social limited to certain locations in New York State,i.e.,a Wrap-Up Policy) Security Number 13-3149941 2. Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) THE CHARTER OAK FIRE INSURANCE COMPANY VILLAGE OF RYE BROOK 3b. Policy Number of entity listed in box"1a" 938 KING ST RYE BROOK, NY 10573 UB-8N687902-21-51-D 3c. Policy effective period e1-e1-2e21 t0 91-01-2022 3d. The Proprietor, Partners or Executive Officer are ® included. (Only check box if all partners/officers included) ❑ all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"T' insures the business referenced above in box"1a" 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: STEPHANIE BAKER (Print name of authorized representative or licensed agent of insurance carrier) Approved by: ` 12-30-2020 (Signature) (Date) Title: SR CUSTOMER SOLUTIONS REPRESENTATIVE Telephone Number of authorized representative or licensed agent of insurance carrier: 804-527-4852 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 W31F3117 I 1 2 4 5 6 7 8 9 10 11 12 13 14 15 16 18 19 20 21 22 23 24 25 26 27 26 29 30 31 ZONE: R-15 ace A L l� c a JUL 30 2020 FnE S LVILLAGE OF I"RYE BROOK NiF TRIGLIA, STEVEN M BUILDING DEPARTME�1T 6 N RIDGE B 436 N RIDGE ST I � g 1__52.33 \ / HEDGE �� / I LOCUS SCALE:1'=500' - ` Xi78.54 282.63X �\ CONCRETE \\ \\ I J\ GA i\ o VEGETABLE LEGENDcSHED \ GARDEN \ SLATE PATlO -95 EXISTING MAJOR CONTOURS a� __ UT. PO Y ——96—-- EXISTING MINOR CONTOURS Q X277.45 ` —` x 94.37 SPOt ELEVATIONS Q W \ m \ 15 FT.SIDE YARD TE O/ \ �o- CHAIN LINK FENCE X278.13 \ LNDG CHIM.79,98 BRICK WALK 11 }�79. RAISED 282——————' Q \ I N N PICK FENCE 1 \ STEPS A/C UNIT ASPHALT DRIVEWAY Q =I �� VINYUPLASTIC FENCE ROOF r O 11 \\ 1 OVERHANG Z \\ / I ®s SEWER MANHOLE D �� X276.5d\ X27Z7Q \ X278.14 I 1 ��?� I / I I D 5\L�4TE PATIO ur POLE UTILITY POLE N }$ 'CID 1 STONE PA'f;� WALKWAY I = \\ H i X2Y8. N I �— 1" \O .® I TREE�� EXISTING TREES N/F a:0z STEPS I2 EX.2 STORY fl I ; / ( S.S.M.H. EXISTING HEDGE COHEN, SHARI \ o 37.52' ICI I 129.67-1-55 gN I� DWELLING I / Q 3 I —)()( )p(— STOCKADE FENCE 22 LAWRIDGE OR I Q X276.14 X277.47 27R`13X X2 I4 EX TIMBER I C3 N 2 // I j 2 \ ^ DECK I 0 N QI COVERED _ I wM•- OVERHEAD WIRE E C� \ N I O �` PORCH - I E 281.31X �3 I I J / ?81 I o i \\ BRICK PA o Qo I ABBREVIATIONS 3 I >Co X280.54 \ INV INVERT ELEVATION \—_ \ \ X276.42 `I I n CHIM. I Cj� \ 1 TYP TYPICAL 79.79' q11 LLtz o0 2g I \ AIC }z Icr_ \ 3 I EL. ELEVATION H \\ X277.30 \ \\ fAfC ESN U \ I T.8 R TO BE REMOVED STONE 1 I EX. EXISTING � I F \\ \\ `p I N/F NOW OR FORMERLY F PLAY AREA \ \ (5) 18 R.O.W. RIGHT OF WAY OAK 3 I i M \\ \\ _ X280.23 X280. _ \ j \ O I S S M H SANITARY SEWER MANHOLE _ 2_� �` \ 36"BEECH -- -------- --t ?� I p � / �\-_ 25 t=T.SIDE YARD\__- (Y) ZONING SETBACK _ y CI \ 24 PINE Z \ \ / 41.46 = 24"TREE r'� \ (3) 18"OAK \ \--/ \\ O I z \ 9 I G \ \ GATE I \ 280 I G \ X274.15 is \ \ \\ \ X279.29 X279.5= \ X275.65\ \ \ O M I N/F \ 24"PINE STONE CHRISTO 2H�E R G 1-56OLANDA STONE \ 1 I �-�\ \\ � � I I 18 LAWRIDGE DR _ - - \ STONE CURB- - _ I L STONE CURB _ \ \ 3 I x27a.1s UT. POLE o I " 4 FT. CHAIN LINK FENCE N 460 30'00"W , 15148 '24"MAPL o " /t-- 279—_____ N/F MCBR/DE, RICHARD 129.63-1-1 Date: 428 N RIDGE ST July 2,2020 scale r=1ir Drawn/Checked By: � I KW.KBF/TGA I a sock 257:24 SURVEY NOTES: Jobs f� 20-039-113 Gerald T.O'Buckley.L.S.,the surveyor who made this map,do hereby certify Reference: that the field survey on which this map is based was completed on June 19,2020 113 and that this map was completed on July 2,2020 in accordance with the existng Code of Practice for Land Surveys adopted by the New York State Association of Professional Land Surveyors. Reference is made to Deed Control No.580433322 filed In the Westchester County 432 N. Ridge Street, Rye Brook, NY 10573 Clerks Office.Division of Land Records.on February 12.2018. � Lot Area=15,191 Sq.Ft.(0.35 Ac.) Underground utilities,facilities and structures are not shown hereon.There may be underground utilities the location of which are presently unknown.Any party uti izmg GRAPHIC SCALE the utility information and data depicted on this survey shall contact the*DIG �C �+ ►�� SAFELY NEW YORK"phone number at 800-962-7962 a m mmum of forty eight 10 0 10 �4``� �� (48)hours prior to any construction activities to verify the location of any and a.l Q �. underground utilities. FEET ��li �p0 ` IV I-, Dimensions shown from structures to property Imes are not intended to be used for the construction of fences,structures or other improvements. PRINT INVALID WITHOUT SEAL AND e'-e 0 t• ORIGINAL SIGNATURE Unauthorized alteration or addition to a survey map bearing a licensed land surveyors seal is a violation of Section 7209 subdivision 2,of the New YorkOF NEtV i Education BEST MY BELIEF. T}11 MAP I y�P��°T O e�y0�� A H N E M A N K I R B Y °�ry� �� TO E OF KNOWLEDGE AND BEL E. S S Q� J K SUBSTANTULLLYCORRECT AS NOTED HEREON. * 0� +, O�� * ENGINEERS•SURVEYORS•PL.ANNERS v K z �V/✓ 0 710 212 0 2 0 SINCE 1871 1171 East Putnam Avenue,Riverside,CT 06878 �(� IF < Tel:203.869.7707•Fax:203.869.4606hi G D T.O'BUCKLEY,N.Y.'L.S.039834 DATE REV. www.ahnemankirby.com N AND REV.ar: REV.DESCRIPTION: DATE: 1 2 3 4 5 6 7 8 9 10 tt 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 i 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 9 10 1 11 1 12 1 13 14 1 15 1 16 1 17 1 18 19 1 20 1 21 1 22 1 23 1 24 1 25 1 26 1 27 1 28 1 29 1 30 31 1 32 1 33 1 34 MEET EX.FENCE N/F Y TRIGLIA, STEVEN M (NP•) 129.68-1-3 4 FT.HIGH BRONZE ALUMINUM ZONE: R-15 o „ 4,36 N RIDGE ST POOL CODE FENCE(TYP.) -G A S 46 30 00 E 152.331 A GENERAL NOTES: c a 1. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS,METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. XX XX XX XX XX XX XX XX XX XX XX-� 2. THE CONTRACTOR SHALL LOCATE AND VERIFY THE SIZE,LOCATION,DEPTH AND INVERTS OF ANY AND ALL EXISTING UTILITIES PRIOR TO COMMENCING OPERATIONS.THE CONTRACTOR SHALL ALSO BE REQUIRED TO CONTACT THE TOLL , 11.51' 2jd SELF CLOSING GATE FREE"CALL-BEFORE-YOU-DIG"PHONE NUMBER AT 1-800-922-4455. S 3. THE EXISTING DRIVEWAYS WILL SERVE AS THE MACHINERY ACCESS ROUTE AS SHOWN HEREON. O ( 27.00' MAGNA LATCH 4. ANY DRIVEWAY AREAS,PLANTINGS,LAWN AREAS AND TREES NOT TO BE REMOVED SHALL BE PROTECTED DURING CONSTRUCTION. 5. ANY EXISTING DRAINAGE, SEWER OR OTHER SUBSURFACE STRUCTURES FOUND WITHIN THE PROPOSED O B CONSTRUCTION AREA THAT INTERFERE WITH THE PROPOSED CONSTRUCTION INDICATED HEREON SHALL BE r 30.02' �'r BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER. I GRAY STAMPED o B 6. ANY REQUIRED FILL SECTIONS SHALL BE PLACED ON THE PERIMETER OF THE AREA AND SPREAD WITH A SMALL CONCRETE PATIO 15 0' CRAWLER,TRACTOR OR OTHER APPROVED MACHINERY AND COMPACTED TO 95-PERCENT OPTIMUM DRY DENSITY. O 7. A NEW YORK REGISTERED PROFESSIONAL ENGINEER ACCEPTABLE TO THE TOWN SHALL INSPECT CONSTRUCTION OF TRENCH D IN 278.0 277.5 O THE FACILITATES INDICATED HEREON TO INSURE COMPLIANCE WITH THE PROPOSED PLAN. GRATE EL=27.90 ____ X DEEP TESTS PERFORMED BY AKL 7/30/20 INV.OUT= 76. --- Test Pit or Soil Boring#: 1 Ground Elevation:277.10 I �3'�p�(Np) LOCUS SCALE:1"=500' 15.00' ' Soil TeXture(Percent Sand,Silt and Depth Range in ti Lu Elevation? Clay) Inches EX.FENCE W a ` t � LEGEND C 277.10 To Soil 0-s TO REMAIN \ 276.60 Light Brown Sand Silt 6-16 N/F W > \'+ " C 275.27 Brown Sand Silt 16-84 COHEN, SHAR/ -95 EXISTING MAJOR CONTOURS 129.67-1-55 LL W +++ --96-- EXISTING MINOR CONTOURS Elevation Depth in Inches 22 LAWR/DGE OR 1\` �' x 94.J7 SPOT ELEVATIONS NA MottlingSeasonal High Groundwater - I 1 1 NA Groundwater - ,' 2 .5 i1 -0o- CHAIN LINK FENCE � PROPOSED x , NA Ledge - SOIL TEST INFLUENCE W I ;1 VINYL LINED, r-- --------1 �; N N PICK FENCE FlN6HED ORIIDE �/CASTING AND COVER PER CAMPBELL ZONE(TT P.) Ln �7.00' ` I FOUNDRY PATTERN Nd 1203A T POOL `� VINYL/PLASTIC FENCE T GROUT MIN OR MAIL OVERFLOW I /' 20'X40' D7' 1 1\ 1 2 COURSES OF BRICK (SEE PLANT 1 I\\ D DRrureHaE N i i \1 4"PVC PIP s SEWER MANHOLE D AT BASE OF CAP Z I I I 1 D TOP OF GRATE EL SEE PLAN (� ,� I I I I POOL PVC PIPE w:CAP FINISHED GRADEA I 1 I PERC A'® I 1 � �� UTILITY POLE FINISHED GRADE 1 1 I i EbUIP. OUTLET 1 I I i EXISTING TREES PVCPIPE TEE I \+ C �� TRENCH DRAIN ' , I TREE INLET PROP TRENCH41 `�,�7 + �+GRATE EL.=277.10 �, I Q ary SEE PLAN PRECAST CONCRETE DRAIN STRUCTURE W �.J7 \ +INV.OUT=276.50 i I i EXISTING HEDGE 2 MIN SECTION PVC 1 5%MIN 26.9� i BUMP ® O � +\ . 27,7. � , ' � -XX �- STOCKADE FENCE f-TO PROPOSED DRAINAGE FEATURE M STA ED CONbR€TE WALKWAY I ' E MANUFACTURER M 23. ' """"'--J PER CHIN- OVERHEAD WIRE E 90 PROPOSED CONTOURS 1_:!_ 24• 4' TRENCH DRAIN DETAIL 277 SECTION N.T.S. Z PLA AR Pv�p�E- '3.20' x® PROPOSED SPOT GRADES FOR USE WITHIN SUBJECT PROPERTY ONLY MID AS TRENCH DRAIN SHALL BE ZURN Z886 SERIES PROPOSED 10'x 14" B REMOVED 2 6 O ROOF DOWNSPOUT INC.MONRMANUFACTOEECT ORA PROVEDrPRECAST VALENT PERMA-TRENCH.OR APPROVED EQUAL LEVEL SPREADER LL .88'INC.MONROE CT OR APPROVED EQUIVALENT 1 REINFORCED B°B A 10 GAUGE MESH OR TO SPECIFICATIONS to -ys !7` , C ABBREVIATIONS I AONINUM CONCRETE COMPRE93NE STRENGTH I 000 Psi�2B DAYS G RAVEL E L.=275.00 I '• '' 2 LO INV.(IN)=274.00 �� co STOCKPILE O% 6�p /: INV INVERT ELEVATION CONTROL OUTLET S AREA PE! O T 141 TYPICAL F STRUCTURE DETAIL STONE CHRISTOPHER/G_ YOLANDA STONE I Sr- Now Mt z t LZ► F S� �� EL ELEVATION N.T.S. 29.67 1 56 �S �S is- �S- �S TO BE REMOVED 18 L AWR/DGE OR XX XX XX XX XX XX XX XX D APR 2 21 EX EXISTING AT APPRO N/F NOW OR FORMERLY ACIATEC NO 410 NONWOVEN aEorExTa,E AROUND lToIE UP AM /F / /�O ' A R O W. RIGHT OF WAY _ sroE!1Y114)ATORY 110RON VER ENG.TEOTe OE&GN=Ie=F>EnENce S 1311 LA ./ HAwD��ER V��`�°`°' �°R ^E°' N 460 30'00"W MC3 9 , R/CHAR 151.48' NATUAAu�CowAcrEoru S.S.M.H. SANITARY SEWER MANHOLE 1 2 BICM CM61-m DUL WASHEO 129.68- -1 12 O I!Mt mi FBBlNED GRADE CRUSHED STONE MA°BURIALDEPM �BO11RmmMDI 428 N RIDGE S too... v S, ( BUIL ING INS TOR�fflaqeo 'Rye Brook.NY G S V:152-MW DRAINAGE NOTES: G 1. CONT 0 PROBE AND EXCAVATE WHERE POTENTIAL PEROLCATION TEST RESULTS ]06•[A°mm1 LICTS MAY 432 N. Ridge Street, Rye Brook, NY 10573 KNOWN OR POTENTIAL CONFFLIST LIICTS SHOULD TO GBEIBROUGHTIOTO THE N. ALL Date:July 29,2020 ATTENTION OF THE DESIGN ENGINEER. AKL Witness:Kristian Fontanilla STABILIZE ENTIRE PILE -`- °0':IS2"M*I WITH VEGETATION OR COVER Lot Area=15,191 Sq.Ft.(0.35 Ac.) Note:Test^holes were presoaked 1 SLOPE OR LESS GRAPHIC SCALE: 2. ALL NEW AND EXISTING AND FINISHED GRADES SHALL SLOPE TO Perc.Test:A Hole Depth=36" 120.t205M9MI1 6Br11471mm1MR/ !20 n72,mm1 DRAIN AWAY FROM THE PROPOSED AND EXISTING BUILDINGS. Depth to Difference Perc.Rate CENTER TO CENTER CULTEC NO A WOVEN GEOTEX E"R BCOUR P40TECTIONI TO BE Time Water DEO ON URED MAWNG CAPAMFY l SU&GAOE ENSURING THE PLACED ERWH YA!°FQDFEATtJ1E AND BENfATN M1 10 0 10 3. ALL PVC PIPE TO BE SCHEDULE 40,OR EQUAL.MINIMUM PIPE PITCH in (in) (miNin) REo1Aam eFwR1NG WA1TY or BU6GRAOE Boas IT+'P I FEET SHALL BE 1-PERCENT. 10:25 AM 8 - - aENERALNOTEB H RECHARGER 330Ta HD BY CULTEC INC OF BROOKFIELD,CT. ALL RECHARGER 330XL HD HEAVY DUTY UNITS ARE MARKED 10:30 AM 8.5 0.5 10.0 H STORAGE PROVIDED"1132CFTFT1106W/m]PER DESIGN UNIT. WITH A COLOR STRIPE FORMED PRO THE PART ALONG THE 4. ALL DETENTION/RETENTION SYSTEMS SHALL BE INSTALLED PER REFER TO CULTEC INC'S CURRENT RECOMMENDED LENGTH OF THE CHAMBER 10:35 AM 9 0.5 10.0 INSTALLATION GUIDELINES. ALL RECHARGER 330XLHDCHAMBEFIS MUST BE INSTALLED IN MANUFACTURERS SPECIFICATIONS. ALL SYSTEMS SHALL USE A THE CHAMBER WILL BE DESIGNED TO WITHSTAND TRAFFIC ACCORDANCE WITH ALL APPLICABLE LOCAL STATE AND MIN.SLOPE MIN.SLOPE LOADS WHEN INSTALLED ACCORDING TO CULTECS FEDERAL REGULATIONS \ MANIFOLD SYSTEM TO DISTRIBUTE RUNOFF EVENLY INTO EACH ROW 10:40 AM 9.5 0.5 10.0 RECOMMENDED INSTALLATION INSTRUCTIONS STRAWBALES OR SILTFENCE \ OF INFILTRATORS. THE MANIFOLD SHALL BE INSTALLED ON THE 10:45 AM 10 0.5 10.0 17o•[a32mm] 6•DIA PERFORATED PVC PIPE CAPPED ENDS INLET AND OVERFLOW SIDES WHEN NOT HANDLING THE FIRST FLUSH INSTALLATION NOTES: FINISHED GRADE AND ONLY ON THE INLET SIDE WHEN A FIRST FLUSH SYSTEM IS BEING 10:50 AM 10.5 1 0.5 10.0 60"1152mm)Dw 1.AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. INSTALLED. 10:55 AM 11 0.5 10.0 INSPECTION PORT 2.MAXIMUM SLOPE OF STOCKPILE SHALL BE 1:2. T -=� 3 11:00 AM 11.5 0.5 10.0 Date, I , -- g S. THERE MUST BE AT LEAST A 2-FOOT SEPARATION DISTANCE FROM July30,2020 3.UPON COMPLETION OF SOIL STOCKPILING,EACH PILE SHALL BE SURROUNDED VARIES o 11:05 AM 12 0.5 10.0 Scale: WITH EITHER SILT FENCING OR STRAWBALES,THEN STABILIZED WITH VEGETATION I I e THE BOTTOM OF STONE BELOW THE INFILTRATION STRUCTURE TO 1.__10. •• •• •• •• • • •• • OR COVERED. 3/4"-1 1/2• - THE SEASONAL HIGH GROUNDWATER OR BEDROCK/LEDGE. PRIOR 11:10 AM 12.5 0.5 10.0 PVC(SOLID) -- - - Drawn/Checked By: 4.SEE DETAIL THIS SHEET FOR INSTALLATION OF SILT FENCE. WASHED Gtzav (SEE PLAN) TO THE INSTALLATION OF THE INFILTRATORS THE ENGINEER SHALL 11:15 AM 12.75 0.3 20.0 KW/TGA I a I 52 Cr 11321 mm) 5.PROVIDE PLASTIC BELOW STOCK PILE+PROTECT UNDERSIDE. OVERFLOW DISCWWGE I (PVC SEE PLAN)) 6• STOCKPILE DETAIL VERIFY THE INFILTRATION STRUCTURE IS BEING INSTALLED IN THE 11:20AM 13 0.3 20.0 Book g APPROVED LOCATION AND IF THE LOCATION HAS BEEN CHANG 257:24 .. .. .. ... . °(3 ADDITIONAL SOIL TESTING SHALL BE PERFORMED AND T Job#: ° �--�0 min in N.T.S. I I I s' y o ENGINEER SHALL APPROVE THE REVISED LOCATION. A REVIEW B f-'-' r\; I;� 1 I 20-039-113 I= o THE APPROVING AUTHORITY WILL BE REQUIRED. --73 n/r Reference: Q T 113 y °0"--6'PERFORATED PVC 1020'12591 mm1 I I III III III I e TEE'D INTO SOLID PIPE 6. ALL AREAS THAT ARE USED BY C S mi INSTALLED LENGTH-84 0'12133 mm1 1.5'X1.5'WOOD POST 4• s" a• USED FOR CONTRACTOR PARKING M T ' 10'O.C.MAX. l E . d 420.11066mm1 42.0'(1066mm; 16 INCHES AND AMENDED WITH S AL S ORGAN h "PROPER'SILT STOP PLAN vlEw MATERIAL IF NEEDED. THE AREA O RE SALL SMALL RIB LARGE RIB OR APPROVED EQUIVALENT DETERMINED BY THE SITE ENGINEER. APR O 9 ��SILT FENCE NOTES LEVEL SPREADER DETAIL J ��Anj 1.DIG A 6"DEEP TRENCH ALONG THE INTENDED FENCE LINE �OQ- 15 ,�Oy z 3os[775mm1 BACKFILL 2 EXCEPT FOR THE END POST,DRIVE ALL POSTS INTO THE N.T.S. ��T • �$�� i 14o•t31 ] EXISTING GROUND AT BACK SIDE OF TRENCH 10'O.C.MAX. �Q oo�' I I GRADE 3.LAY OUT FILTER FABRIC ON THE UPHILL SIDE ALONG THE ROO Iq 0�� ;y\ d 17 0.1432 MMI w--� SIDE PORT/LL FOR OPTIONAL Ir FENCE LINE. BUILDING 'e(L D I N G D E D 34.5•(876 mm1 TIE IE u V 9J 1"•' INTERNAL MANIFOLD PRINT INVALID WITHOUT SEAL AND T�/� 52.0.11321 mm] (ACCOMMODATES CULTEC HVLV 4.SLIP POCKET IN END OF FILTER FABRIC OVER THE FIRST ORIGINAL SIGNATURE R E s Y 1 E z FG24 FEED CONNECTOR OR _ POST INSURING THAT THE BOTTOM RED GAUGE LINE IS AT 1175 INCH[298 mml MAX O D PIPE - o GROUND LEVEL. 5.DRAPE BOTTOM 6"OF FILTER FABRIC BELOW RED GAUGE ��OF NEW, y CULTEC RECHARGER 330XLHD CHAMBER STORAGE=7459 CFiFT[0 693 m'(m] SINE IN TRENCH,BACK FILL WITH SOIL AND COMPACT. ��N wERyF97- A H N E M A N K 1 R B Y a� ` Tk �x P * ENGINEERSOSURVEYORSNPLANNERS Q�` K = SIDEP RTALAGTHADJUSTME HVLV C48 E EROSION CONTROL SILT FENCE DETAIL r r K SIDE PORTAL ACCEPTS CULTEC HVLV FG24 FEED CONNECTOR •r SIN CULTEC RECHARGER 330XLHD .� �W 3 ADDED FENCING 08/24/2020 1171 East Putnam Avenue,Riverside,CT 06878 CE te7 0 N N.T.S.T$ J' 0 2 ADDITIONAL SETBACKS 08/06/2020 Tel:203.869.7707•Fax:203.869.4606 0. �4A �� J N.T.S. (SUGGESTED LOCATIONS SHOWN ON THE PLAN) ROFESSIO 9745a NP� 1 ADDRESS BUILDING DEPT.COMMENTS 08/05/2020 www.ahnemankirby.com N REV.#: REV.DESCRIPTION: DATE: 1 2 3 1 4 1 5 1 6 1 7 8 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 19 1 20 21 1 22 1 23 1 24 25 26 27 28 29 30 31 -7-32 33 ! 34 1 I 2 5 1 0 12 ,a 15 I 16 R 18 9 z1 22 MEETEX FENCE N/E 2 25 29 SB TR/GW, -1-1 M IOU )TYP.) 12N RIDGE -4FT.HIGH BLACKALUMINUM I Rp,4 43R N RIDGE ST POOLCODE FENCE TYP- \ l ZONE.rY 1L S 46°30'00'E 152 33' \ GENERAL NOTES: - �'r. C`1F"�"�F• d H cE F,7 ,r l P v I CONTRACTOR SOLELY RESPONSIBLE FOR THE MEANS METHODS AND SEQUENCES OF CONSTRUCTION AND _ FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. - , __ CLR-�KJ Lz2'sT 2 THE SHALL LOCATE AND VERIFY THE S 2E LOCATION,DEPTH AND NVERTS OF ANY AND ALL EXISTING 1 C NGRETE I -S-ELF COMMENCING OPERATIONS,THE CONTRACTOR SHALL ALSO BE REQUIRED TO CONTACT THE TOLL 3� \ s mBn•,E \ NLnTE PAT(o SELF CI_oslNc GATE a x SITE CONTRACTOR UTILITIES T LT ES PRIOR TO �I RCE"cart BEFORE YOINOG PHONENUMBER AT1000.9224455 L� \� THE Ex snrvSD vEWAvs WLL SERVE as THE Macn rvERY AOCESS ROUTEAS BE-HEREON O SHED J zr�, \ Y 2 MAGNA LATCH I H• A TO BE RE-SHALL BE PROTECTED DURING O J CoNSTRULTONRAREAs PLANT NGs,LAWN AREAS arvo TREES NOT p x2T a 5 ANY EXISTING DRAINAGE,SEWER OR OTHER SUBSURFACE STRUCTURES FOUND WITHIN THE PROPOSED 1 \ T FERE WITH THE PROPOSED CONSTRUCTION INDICATED HEREON SHALL BE 802 - B COWGHTTO THE ATTENTONOF THE DESIGN ENGNEER. /'JI _1 GRAYSTAMPEQ 3 LNOc SONG op \ 6. ANY REQUIRED FILL SECTIONS SHALL BE PLACED oN THE PER METER OF THE AREA AND SPREAD-A SMALL CONCRETE PATYO eR A wAP \ -2ez--------- CRAWLER TRACTOR OR OTHER APPROVED MACHNERY AND COMPACTED TO -PERCENT OPTIMUM DRY DENSITY H I B COO IIILRcA }.v K/p u. / r ANEWYORK REGISTERED PROFESSIONAL ENGNEERCCEPTABLE TO THE TOWN SHALL INSPECT CONSTRUCTION OF /pl /,/ / y�% lSPHALT ORP/EWAY O THE FACILITATES INDICATED HEREON TO INSURE GOMPLIA TH THEIN ea \\ *2775 M Fh 5 I \ / �O\R�G \// � DEEP IEBT R OBY 277,10 0 150N0' z (TV) E PAD \ NONE P,SVE3�WPL�(WAY 3 PLAIN T { -PIR So Bcr B G I SN FP 6e 6N erq zn- clay) �Mi EX FENCE w XID, - ° LEGEND .10 T° ais N/E TO REMAIN r as 1 L,/EX 2 STORY _. -i%"- _ __ 'till ss..u.H - �� OP°° °°s c M coe€,SHARI �m� ) DWELLING e� �e s 129.R]-1`55rv°xwx°uxa EHe r hnKnh.a 22-GE DR \ _ Qo - T sPDTE�Af ohs N4P"M Ng(B PnallY l'b9M1Gr°udr er) �I� Aa H xal/e7 1. T{,,kr cX.'J(MBEP O _ NA m�Hw hH 1 �� R41COSED zPxs Xx z 11 DECK covERED - IwxuN.FcrICF B ' LAP SOILTEST INFLUENCE �)I VINYC6fNED 1 T} r PoecH ZONE(TRIP) I m ;ISOOL 46 hoV^^ -�e E B-Z � 20lX4Ox D6$1 Te.ulI PROPOSED(6)CUL3�p�OXLHD \ ur ® uriv�HOLE W/HVLV FC 24 FEED CONNECTORS \\ I, C n'® TOP OF GRAVEL EL 276.60 \ 3 � als-rlrv°mrEs \ TOP OF UNIT EL 276.70 \ \ BOTTOM OF UNIT EL=273 56 TR NM�n Mry \ - '-» STONE \ BOTTOM OF GRAVEL EL=27306 GRATE'EL 2r]10 �1 (IN)(ALL)=27580 Q iI �! Ev sTNSFEL.1 La _ W I J �NV W'�=z So ,� SELF CLOSING GATES INV UT)=273.60 ) 9d Z (5�\R,OAK= MAGNA LATCH xae x2 o froFxOFc:Pox.rWSE Fu Dpi ED C04OL hNA LK4gAy - 1 srocKAnEFExcE r.uuu rMcr°au CO \\ \&^ 20"PINE PVEanca°vrree E U TRENCH DRAIN DETAIL x z 'al Pq°�e�sPo�wEa SECTION NT.S. " 2 T/YhA AR 2 ,�xP�_ "OAK 3 0' \ - \ Z�' %O gooF oowrvspour Es PROPOSED 1O'X 14" `H REMOVED 6 B" \ O PEgNArRE LEVEL SPREADER GATE Bz ) CONTROL OUTLET STRUC`FLRE 41 _200/ �x seR \ GRATE EL.=21700 \ ABBREVIATIONS PPB°vE°EauaL GRAVEL EL.=276.00 60 PVC OVERFLOW EL=276'.A� El- Lo � NV.(IN)=274.005 �� \ - \ xs ts� CONTROL OUTLET s5� N INv.(IN>=27360 R STRUCTURE DETAIL /` L I'' \�_ w�R(CUT) 2 Boo&oo \\ S RIE CHftISTGPHEft G-YGIANDA STONE m\ 5 -'Z N ' N.T.S. 129.6]-1-56 E$- As, _ \ _ sFgwovfo IR uwRHDGE DR j9 j U9 Sr� e1 17 60 .- �GA� H ,�. _I L - / xna le \ UT PD(£ 0-1�}-.--0 nxc a iFFCE Hr°FwnY Ef cHaN me n r 1 A ..., W 12 MCBRIDE,RICHARD 151 "'AP'-C.45'� za 3 es+ax sµ r.qv eaNSR MaurvaLe N 46a 30'00" 9.68 I , o) ------�� .. ma• 428 N RIDGE ST p7 [-"""""'" PERMIT# ILI 73-ZoS DRAINAGE NOTES 5BL# 1 zq G I-Z ' 1 crOR TO ENTIAL PEROLCATION TEST RESULTS ATE APP VEQ rl rS MAY EXlsi PR OR DTOEDRAVNaGE NSTAUAi ON.ALL •Jxy 2921120 - - oxG xaP e9. Rye yl 432 N.Ridge Street,Rye Brook,NY 10573 O-COR POTENTIAL CONFLICTS SHOULD BE BROUGHT TO THE B�kxY wini vREETIRE IL GD�ER La1 All. IN sq.11 UC51.) ALL NFRON OF THE DESIGN ENGNE,=R. NO.:T. NPNFY,.re PmePNXb 2,SLOPE OR LESS GRAPHIC SCALE: 2. ALL NEW AND EXSTING AND FINISHED GRADER SHALL SLOPE TO Perc.TwNA NPN DI-M ..•... .•. .•... ,,.x..-.. DRAIN AWAY FROMTE PROPOSEDAN.EXISTING BUILDINGS. Wafer DMkr.Nce arc RAle. Vage of Ryeer.ok .o R 3. ALL PVC PIPE TO BE SCHEDULE a0 OR EQUAL.MINIMUM PPE PITCH ,a IMI ImNn) Amh mclura R.-B...4.,.....,.n:..,, ......�,... FEET' SHALL BE PERCENT. IS-NI a - PPmva Derr ppR919T. ___ t d. ALL FACTU OWRETENT ON SYSTEMS SHALL BE INSTALLED PER M _ MANUFACTURERS BPECFCAi DNS. ALL SYSTEMS SHALL USE A AM - MIN.SLOPE LOPE MANIFOLD SYSTEM TO DISTR BIKE RUNOFF EVENLV INTO EACH ROW 0 AM STRAWBALES OR SILT FENCE �N S OF INFILTRATORS. THE MANIFOLD SHALL BE INSTALLED ON THE 1 5AM 5 ) INLET AND OVERFLOWS DES WHEN NOT HANDLING THE FIRST FLUSH _ INSTALLATION NOTES: ww ev°s HENLETSDE WHEN A FIRST FLUSH s "11 BEING :11 AM s 1.AREA CHOSEN-STOCKPILING OPERAT ONS SHALL BE DRY AND STABLE. NSTALLEO. 0.5 y RFogPTEOFVCPIFE AM I 00 �^ 2.MAXMUM SLOPE OF STOCKPLE SHALL BE I2. AM 5 OS 100 "' we e 5 THERE MUST BE AT LEAST A 2-FOOT SEPARAT ONDISTANCE 3.UPON GOMPLETON OF SOLSTOCKPILNGEACH PILL NSTAS LL BESURROUNDED if2Ib Es sEEFIAry 11.OSAM 12 0.5- 10.9 AS BUILTIFINAL SO RVEY OTHEFAERSLTFENCNG OR STRAWBALES TNEN STAB LISEDWITHVEGETATION eft' THE BOTTOM OF STONE BELOW THE IN) RATION E O QUIRED PRIOR TO t RCOVERED. - ouNH ROUND ROR BEOROCI4LEDGE.PRICE OAN12510.0 INAL INSPECTION W:O A SEE DETAIL ASTCBE�FORNSTAULATON OF SILT FENCE. ON OF THE NF TRATORS THE ENGINEER SHALL HSAM S LOW STOCKPLE I PROTECT UNOERBIDE. ° VERFY THETNLTRATONSTUCTURE IS BEING INSTALLED IN THE ov (SEE PLWH APPROVED OGTON AND THE LOCATION HAS BEEN CHANGED STOCKPILE DETAIL a L FR °ETOEAM B-s zo-B ADDITIONAL SOIL TESTING SHALL B LOCATION, ARANO THE N.T.S. ENGINEER SHALL APPROVE THE REVISED LWAT ON.A REV EW BY Average A 20.0 miMn - mEAPPRrnnNG AumoRry WILL BE REQUIRED 3.00 imTr ' ,gyp a",,,, III III rFe Dlxr°.mu°Pwe e. ALL AREAS THAT ARE USED BY C°NSTRDCTON EWIPMENT AND FILE COPY 1Cb'M OD POST EDFORCONTRACTORPARKINGMUSTHAVETHE ESUPMED1z TO O 18 INCHES AND AMENDED IMTH SMALL AMOUNTS OF ORGANIC oMu aiEm airx )0; vuu NEW OPEX"SILBEGU MATERIAL IF NEEDED. THE AREA TO BE RESTORED SHALL BE �OR APPROVEDEQUIVALENT c s P c DETERMINED BY THE SITE ENGINEER. Y GET FENCE NOTES LEVEL SPREADER DETAIL REVIS D �� 51 1 DIG AS'DEEP TRENCH ALONG THE NTENOB Q s BACKFILL EXCUNTo eAClECEo POST DE-ALL Po THE N.T.S. LAN ,•`�j_ ,ram ExA NO o. H2O o.c. EDATE AFR-92021 A C�Cj $ 'rx A OUTELT.EAERICGN THE UPHILL SIDE THE JFIEHCE LINE ry� P POCKET IN OF FLTERFABR COVER THE xrwcwiwurse BUILDING DEPARTMENTP{ F� (SLSTNSURNGTHATTHE BOTTOM REDGAUGE LNESAT��d az xz,. m,ix.o.awE GROUND LEVEL. 'nwwun�.�runFE" 0^ry Q ,SeCF,s,W,�m S RENCHCLLMINADOPcr_ucE LNEENT 6AKFI SOIL NCMA Arc Nwe Np9,� AH NEMAN KIRBY "N? ��Ce e EROSION CONTROL SILT FENCE DETAIL Q�\�� K s CULTEC RECHARGER 330XLHD N.T.S. osrgsA Te' - GjQA N.T.S. 9ae� (SUGGESTED LOCATIONS SHOWN ON THE PLAN) ea A4FFss199"`m z 3 4 I 5 I S r a 9 I ,0 I n I 2 19 1a 11 1e 17 11 19 27 21 1 22 n 24 25 2A 21 1 2e M 2B 11 sz ss sa C:\Users\keithwernerlAhneman Kirby Dropbox\Keith Werner\gshare\AKL\_project\432 N. 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