Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
BP21-065
PERMIT # d/ Q / °'0� DATE: SECTION / �10� c39 BLOCK TYPE OF VCO Exp: 3 a� as TCO # FEE DATE INSPECTION RECORD FOOTING FOUNDATION LA FRAMING RGH FRAMING INSULATION PLUMBING 0 RGH PLUMBING GAS SPRINKLER ELECTRIC LOW -VOLT O ALARM 2 Z AS BUILT LIQ FINAL -1�-e Aj 4.s 020e doow�kl kller7 Se�b4ao�ic (,Y/441)3)3�63AV47 n i r o��� %� 7/�'/Q.�nc�'� �iy�j irly 911 ems %Cs�/ G�'� OTHEfZ APPROVALS ARB'��tliy BOT PB ZBA OTHER AS-BUiLT1FINAL SURVEY REQUIRED PRIOR TO FINAL INSPECTION 71� �- VILLAGE OF RYE BROOK WESTCHESTER COUNTY, NEW FORK No: 22-158 Certificate of ®ccup ucp This is to certify that b a oherkfia)l' F /1 of, R)lc y , having duly filed an application on Feby-uoV y �z-20 -;� ca requesting a Certificate of Occupancy for the premises known as, aO [ JeejCY-)U -X J F'f)JJ)CS/af CY, Rye Brook,NY, located in a Q-Jf5 Zoning District and shown on the most current Tax Map as Section: (D• Block: / Lot: /C) and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No.c�2 /-U�05 , issued 3 h2L 20 c�2/ , 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: onc- Fa 7/ Construction: for the following purposes: / tt) 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 hei ht 11 a irrddOr sl} I the building be moved from one location to another until a permit to accomplish such change has a ta '1 ' g Inspector— Building Inspector,Village of Rye Brook: Date: OCT 2 5 2022 D ((� V � BUILD M E N T tt For office use nh�; v u IEART PERMIT# /—�lvS VILLAGE OF RYE BROOK ISSUED: — FEB — 1 2022 938 KING STREET,RYE BROOK,NEw YORK 10573 DATE:%D— -a a F VILLAGE OF RYE BROOK (914�9 -0 FEE: � S- PAID� BUILDING DEPARTMENT wwvl' r 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 s**+sss►►srs►s►s►*►r►*►**►**►*►***wwsww++►ss++sw*sss+►*w►*r**+**►*►**+*w+►s+*+►+w►►sws►►►*►*****sws**►swswswsasww►w►wr►►►**** Address: Occupancy/Use: __Y# Parcel ID#: Zone: 4 e)Jr // Owner: j i i, Address: � �Q(4�C 1�1 Ld Py �pK P.E./R.A. or Contractor: fi h Address: 2-273 I v01T�l pma 90J t014 Person in responsible charge: D001n i Lk 5 o I 0 Address: Application is hereby made and submitted to the Building Inspector of the Village of Rye Brook for the issuance of a Certificate of Occupancy/Certificate of Compliance for the structure/construction/alteration herein mentioned in accordance with law: STATE OF NEW YORK, COUNTY OF WESTCHESTER as: _/ 0 1/1(A i e [ (QC I�1 being duly sworn,deposes and says that he/she resides at 2-2- f�PQ( .(,,/i?UCI 8 1✓C� (Print Name of Applicant) (No.and Street) in k�k a roo ,in the County of ����]�L��p S�Qf in the State of ,that (CrtpiTown,'Villagc) 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:$ for the construction or alteration of: it iq WiAnj 5W,Aomoj f Deponent further states that he/she has examined the approved plans of the structure/work herein referred to for which a Certificate of Occupancy/Compliance is sought,and that to the best of his/her knowledge and belief,the structure/work has been erected/completed in accordance with the approved plans and any amendments thereto except in so far as variations therefore have been legally authorized,and as erected/completed complies with the laws governing building construction.Deponent further understands that it shall be unlawful for an owner to use or permit the use of any building or premises or part thereof hereafter created,erected,changed,converted or enlarged,wholly or partly,in its use or structure until a Certificate of Occupancy or Certificate of Compliance shall have been duly issued by the Building Inspector as per§250-10.A.of the Code of the Village of Rye Brook. Sworn to before me this Sworn to before me this day of 2 �ca S , 20a day of , 20 Signa r Prop Ownert / Signature of Applicant I t a e of rope Own r Print Name of Applicant Notary Public SHARI MELILLO Notary Public Notary Public, State of New York No.Oi ilE61 rn%;33 811 2 2021 Q!ratified in Vlestch- ter County 3 Commission Expires January 29,20 BR o tim 1982'��o BUILDING DEPARTMENT - ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - -.-- - - - - - ADDRESS : "' DATE: �-2 r PERMIT# `� t'y- ISSUED: SECT: `BLOCK: k X OT:1 LOCATION: N5nM11 � OCCUPANCY. ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/ / SPECTION ❑ 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 ❑ ROSS CONNECTION ff INAL ❑ OTHER �E Bkj� . O� 2m 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR WASSISTANT 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 - - - - - - - - - - - - - - - - - - - - 11� Q 1 Z ADDRESS:_ � `� DATE: PERMIT# ISSUED: SECT. BLOCK: -._ 'LOT: LOCATION: \ r ` - U OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED REJECTED/ REINSPECTION ❑ SITE INSPECTION / REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION (� 4 ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ,/\ � \ ❑ CROSS CONNECTION ,\ FINAL ❑ OTHER �} \ O�J ES" \-v CY �yE BRC��. 1. cu � 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR SSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK 4-( CODE ENFORCEMENT OFFICER 938 KING STREET - RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www rebrook.or� - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - -^-- - - - - - ADDRESS : `' � 9 _E� 1 f WWI ` DATE. r PERMIT# ` ISSUED: SECT: BLOCK: LOT: LOCATION: QC ( OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS..., ,[ ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION Of /'%/ REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE a ❑ FOUNDATION (�} UNDERGROUND PLUMBING NOTES ON INSPECTION: f❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION (-,NATURAL GAS \ U � ' k 1 N /❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �E BRCv� 0 Z� cu � BUILDING DEPARTMENT ❑BUILDING INSPECTOR J^-SSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK �❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www ryebrook.ore - - - - - - - - -- - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS:_ lk�C�l DATE: PERMIT# t ISSUED: SECT: BLOCK: LOT: LOCATION: y� '`t\� � OCCUPANCY: C ` �.!l ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION{ REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE C'9 D FOUNDATION � 0'�" ❑ 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 BR°U� Village of Rye Brook Public Works and Engineering Department Q� 938 KING STREET•RYE BROOK,NY 10573 1932 (914)939-0753 FAx(914)939-0242 INSPECTION REPORT Address: L✓G% " ' dG"/� Date: Name �� �� Location: Permit#: 2�- yG Phone: Email: Work being Inspected: a, R'/ Work Inspected is: � , d 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 ja&s' 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: vLi�C �� &/ Al Diagram: Signature BR°°� Village of Rye Brook Public Works and Engineering Department 938 KING STREET•RYE BROOK,NY 10573 (914)939-0753 FAX(914)939-0242 INSPECTION REPORT Address: / y Date: Name: A J/�/'/ Location: Permit#: I- �i �+ Phone: Email: Work being Inspected: Work Inspected is: Accept P Rejected Re-Inspection Required Violation Noted �` Code Section Code Section: Action Taken Code Section: Action Taken 118 Erosion Sediment Pass Fail Violation 210 Storm Water Pass Fail Violation 135 Refuse Pass Fail Violation 215 Street Sidewalk Pass Fail Violation 213 Steep Slopes Pass Fail Violation 235 Trees Pass Fail Violation 216 Illicit Discharge Pass Fail Violation 245 Wetlands Pass Fail Violation Other: Pass Fail Violation Notes* goo z A!1_11 � e2 AV Diagram: Signature QyE DRC��. F 0 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www.Uebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - -- - - - ADDRESS: C� r � `M�� 0V d'DATE: \�l �� PERMIT# �� ISSUED:�� SECT: BLOCK: LOT: LOCATION: ��` ` ,\OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION j - REQUIRED ❑ FOOTING /j ��\ ❑ FOOTING DRAINAGE ��- cl ❑ 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 oeBkj/. 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www Uebrook.or - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS: `�`�` �` V DATE: F,13 02 PERMIT# —2 ` ISSUED: J2 LSECT: BLOCK: LOT: LOCATION: `' OCCUPANCY:rj t ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED REJECTED/ REINSPECTION SITE INSPECTION ` REQUIRED FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION c� ,/� ❑ NATURAL GAS N 'f� 1�' 1 ��� �� '` �� C, ` ❑ L.P. GAS ❑ FUEL TANK _ �^ \^, n ❑ FIRE SPRINKLER (�S S�y)n� c* t1� -(\- -rA C CZ 3• 1C Q ❑ FINAL PLUMBING 1 �A ❑ CROSS CONNECTION NV 1 ❑ FINAL �� ❑ OTHER n. (�4 N cli C t Cd 0 � pool ily W o '02 P z - S � pq � zoc � M o . W � ^ w W � 3 � � � o � � •• � c �+ A O � wz � M w oz W � 0 ..� J O O Q p a W z � IlO d oC 00 V W, z G7 G O V 0. cn N O N z W u Z Q `` o .s ca a z w yE DRO-) D E V� L�� V E BUILDING REPARTMENT VILLA E DF RYE BROOK MAY 21 2021 938 KING, EET RYE J'K NY 10573 (914)93�' � )939-5801 VILLAGE OFRYE BROOK .or BUILDING DEPARTMENT ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR OFFICE USE ONLY BP#: C; I_0 C0 S EP#: Approval Date: MAY 2 1 20 Permit Fee: $ �J Lo ) Approval Signature: Other: Disapproved: (fees are non-refundable) Application dated, a/ c'� is hereby made to the Building Inspector of the Village of Rye Brook NY, for the issuance of a Permit to install an or remove electrical equipment, wiring, fixtures ,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. ) 36 a9 --I-10 1.Address: .22 .9craA L)oocf B I y,4, SBL: Zone: 2.Property Owner: Cris Kcotr p i Address: 58me- Phone#: Cell#: email: 3.Master Electrician: T. VVImnu 4drl-s�e3 Address: S7 Cro[on Ave-T. n5-31m q M4 10562 - Lic.#: SjBcj Phone#: Cell#: email: t44&4htj,3liyhf jjjj & q met 1.coW Company Name: 4 Ekxt rlr_ Address: 57 C4ylnn /kve, (253mi!j5 1tj 1 o56X 4.Proposed Electrical Work/Fixture Count: 60 Idy STATE OF NEW YORK, COUNTY OF WESTCHESTER ) as: being duly sworn,deposes and states that he/she is the applicant above named,and does further (print name of individual signing as the 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 architect,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 to before me this Sworn to befor me this day of 120 day ofa y 120 c::) Signature of Property Owner S gnature of Applicant Print Name of Property Owner Print Name of Applicant Notary Public Notary Public 3/21/19 Westchester Rockland Electrical Inspection Services, Inc. a ` Phone: 914-347-3595 • DO NOT WRITE HERE-FOR OFFICE USE ONLY 43 North Lawn Avenue ^ Fax: 914-347-3596 Elmsford, NY 10523r< U LDING PERM NO. TEMP# DATE CITY OR VILLAGE ZIP CODE TOWNSHIP COUNTY STREET AND NO,OR ROAD POLE NUMBER BETWEEN WHAT TWO CROSS STREETS IS PREMISES LOCATED? SECTION BLOCK LOT OCCUPANT'S NAME BUILDING OCCUPANCY OWNER'S NAME AND ADDRESS HOME TELEPHONE NUMBER CURRENT SUPPLIED BY FROM THEIR OFFICE WORK TELEPHONE NUMBER LIST BELOW ALL EQUIPMENT WHICH YOU INSTALLED �OF NO.OF FIXTURES& MOTORS HEATERS OFFICE USE LOCATIONLAMP RECEPTACLES ONLY INCADE FLUORE NO. H.P.EACH NO. WATTS EACH INSPECTION OUTSIDE BASEMENT 1$1 FL. ri I- MAY 1-1 2-FL. S'FL. VILLAGE O RYE BROOK REMARKS:LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: 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 L] -L] I i i I 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. CRY OR POST OFFICE ZIP CODE LICENSE NO.WHEN APPLICABLE F Aft WESTCHESTER ROCKLAND ELECTRICAL INSPECTION SERVICES,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: Manny s Lighting and Electric Chris& Marnie Korpi 57 CROTON AVE, NY, OSSINING 10562 Located at:22 Beechwood Boulevard Rye Brook, NY 10573 Certificate Number: 1031365 Section: 136.29 Block: 1 Lot: 10 BDC: Permit Number: EP:21-127-BP:21-065 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: 22 Beechwood Boulevard 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 10/22/21 Name Type Quantity Pool 1 hp-50hp Motor ------- 2 Pool Lighting Low Voltage ------- 3 Jandi Computer ------- 1 Pool Heater ------- 1 Pool Cover Pool Receptacle(s)GFCI ------- 3 This Certificate has been approved by Westchester Rockland Electrical Inspection Services. This certificate may not be altered in anyway. ��p This certificate is valid for work performed before date of inspection only. i I a � N N pi N a a 96 old m H c �••i C> x b 0 ai O .n Ong C 4co 0**4 z tin aM °` `a v w124 �c u of o + ° F U z o oe W e •• o a z a, � _ I �1 w �1 Gam, BUIL ENT AUG 16 2021 3D VIL o RYE OK 938 KINq ETRYE$ ,NY 10573 VILLAGE OF RYE BROOK (914)9 939-5801 BUILDING DEPARTMENT -oror PLUMBING PERMIT APPLICATION FOR OFFICE USE ONLY BP#: p��—C�P� PP#: Approval Date: AUG 17 2021 Permit Fee: S 3oy-- ,Ox Approval Signature: Other: Disapproved: (fees are non-refundable) ************************************************************************************************** Application dated, ,,,' 's hereby made to the Building Inspector of the Village of Rye Brook NY, for the issuance of a Permit to install an or rem a Plumbing as per detailed statement described below.The applicant&property owner,by signing this document agree that said plumb' work will be in conformance with all applicable Federal, State,County and Local Codes. 1.Address: �2 IJ-� 9,p o eJ [� SBL: (p Iol �f Q Zone: 2.Proposed Work: 0--s 3.Property Owner: Address: a.Z- Phone#: Cell#: 317 email: 4.Master Plumber: Address:13 Lic.#: I I Phone#: — Cell#: F4 Company Name: 04 _ddress: I INDICATE FIXTURES&LINES TO E IDL9ITALLED AS PER THE FOLLLWING 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 1 st Floor 2nd Floor 31d Floor 4 Floor —5&Floor Exterior 5.*List Other Equipment/Provide Details: S (Notarized Signatures Required Next 2 Pages) 4- 3/21/19 STATE OF NEW YOM 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,anomey,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 l day of 20_,� Signature of Property Owner gignature of lic LLCL�hO6,- �(Vldi ,� Print Name of Prop ty Owner t Name of A plicant �BTMAN try u ic, State o ew York N�-�aJ.ry Pu LILLO No. 02BR5027388 notary Public, State of New York ANO Qualified In Westchester County No. 01ME6160063 Certificate Filed in New York Count 01'alified in Westchester County Commission Expires May 9, 20Z, Commission Expires Januery 29 20 a:3 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 I BUILDING DEPARTMENT D D VILLAGE OF RYE$'ROOK rAUG 6 2021 938 KING ET RYE BR NY 10573 (914)9 4 39-5801 VILLAGE OF RYE BROOK BUILDING DEPARTMENT AFFIDAVIT OF COMPLIANCE VILLAGE CODE§216 • STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT. STATE OF NEW YOM COUNTY OF WESTCHESTER ) as: S-�D t II residing at, 2-2— s�, r" C6akotint name) (Address where you live) U 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; 22 �,/� D���� ('�(� ►,JI tV , Rye Brook, NY. (lob Address.) Further that all statements contained herein are true, and that to the best of his/her knowledge and belief,that there are no known illegal cross-connections concerning either the storm sewer or sanitary sewer, and further that there are no roof drains, sump pumps, or other prohibited stormwater or groundwater connections or sources of inflow or infiltration of any kind into the sanitary sewer from the subject property in accordance with all State, County and Village Codes. C _ ("4(/9_� (signature of Property 0wner{s)) (Print Name of Property nw Sworn to before me this—CID day of PmX'05r-V , 20 tart' u c JOSHUA S. BROITMAN Notary Public, State of New York No. 02BR5027388 Qualified in Westchester County Certificate Filed in New York Count Commission Expires May 9, 20 3 3/21/19 p ECENE MAR 17 2021 1 3 „ VILLAGE OF RYE BROOK BUILI IiNG DEPARTMENT (2 .o S Ec.r= L Qci�/1 f 1A -�E C�fWJE' r 61ar_—� (ode AppffmHoos (on� II , ien,r MISPBX General-Purpose Horne Gates Block B Offs f I Descclptl The ideal general purpose,magnetic k ich fa 9 gates around the house and garden Suitable for a wide variety 2 3/1 i171 9 of uses where a non-icily lockable loch is needed.Reliable, eta effective and unobtrusive. ,xoe When used on swimming pad gates o compliant acrylic shield must be used to prevent latch access by toddlers.Consul local zs auihorihes for height measufemeni/requirements. ~ 1a/r until I cs.I r (ode Appfliatfees --- Cabe on MLVPS28GA Pet,Pod a Chill Safety Gates Black a While De flee A shorter version of the popuku Top Pu0'model —� Bye jt• faithShares the some features and is ideal fa safety gam us.. around swimming peak and Child Safety areas.A60 ideal m a aoKnrs zap pet gate latch for the bock yard. it °p Highly child resistant,magnetic latching(no methankol ° resistance to dosure),key lockable for added security,fully adjustable two-part design that provides easy,accurate utew installation and long-term,reliable performan(e. Si an/Turf w 3/a'—r 7714'0-vwx) Fits most gates and oil gore materials.Ideal far gate fence ee.r—� heights of between 4 T(I370mm)and/'11"(I 500mm). 1 4s— _ --—I �— uII — Gd�tlons _ Cobr� aruvu uae MlTPS286A Swimming Pool 8 Child Safety Gates BlakNfiHe Desvlptbaa The most popular Magna-latch modal.The ideal ,Me gate latch for safety gates around swimming pools and child Ya«TMs safely areas such as daycare canters. eera[ wa/t. Highly child resistant,mopneHc latrhing(no mechanical srsnmm resistance to closure),key lockable for added setwtty,fuNy oete adjustable two-port design that provides vary,accurate vauwaws Blum installation and long-term,reliable performance. art Fos most galas and all gate material,Fits most pole/fence heights but is ideally suited to common galas/fences 4 feel (1200mm)high or higher because the latch can be installed so So— zrn oa that the release knob IS out of reach of small children. I rC 1 1 antic n16aetar sts/rtectaas/e-u/1co-v.el t9em skean —iseal-34/1 ere. dad tEC 11310 ia3s 990 Technologies(USA)I9c,1590 Sunknd Lane,Costa Mesa(A 92626 Tel:(800)716 ORB The worldes safest gate lafthis now .SAFER! Introducing the new-of L MIGNI •LAITCH �'• trh •NOW adjusts horizontally and vertically Now � •NOW with unique 'Guick-Sflde' given morel: ; mountin9 brackets for fast alignment yd/ustabl® fig •NOW 20% stronger construction •NOW even quicker& easier to install •N0W with high-tech, self-drilling screws e NOW safe 8 easy 'gate gap' adjustment Features Benefits _ •Patented magnetic sefl-lot(hing No mechanical jamming during closure •Exceeds international barrier 8 safety codes Unprecedented reliability iC safety •Quality molded polymers&stainless steel No rust,binding or staining •Key lockable(Top Pull'&'Vertical Pull') Added safety and peace-of-mind •ISO 9001 Accredited Manufacturer Lifetime warranty •Engineered for ease of installation Reduced installation time I(osts) Three different models Adapts to most gates E applications •Unprecedented adjustabilify Easy to install and maintain a Tested to 400,000 cycles Proven to last the test of time Magnetic triggering ^' r means no r resistance •� FEU O AL to closure _IaFA li S 'U— "'ee q Produd Endorsements or Cade(omptiloom �•'•+•h e * t J J {'! �' •Consumer Products Safety Commission l(PSC) ( 1 I •Amen(on fence Association(AFA) iifl III I I •National Spa 6 Pod Industry(NSM) Endorsed A.�.K 1 •Bulling Oificiols 8(ode Adminisholar:(BOCA) ra pee y r� e .INernationd(ode(oun(N II((1 META(GATE woos GATE Mr.GATE (HAINUNK GATE •Amerimn Society for Testing&Materiols(ASTM) 100 ruk modd 'lop Pub'model Vtftol hIK meM lop Pule'mcdN <Juvenile Product Mamhodaren A--i-I IPEAAI HAYWARIY r - MAR 172021 VILLAGE OF RYE BROOK BUILDING DEPARTMENT THS-tar) STANDARD EFFICIENT, MAX-RATED, HIGH-PERFORMANCE PUMP SERIES TriStar is the most hydraulically efficient pool pump that provides superior flow and energy efficiency. Easy to install, service and maintain,TriStar outperforms the competition when it comes to flow, efficiency, and value.A super-sized, no-rib basket with extra leaf-holding capacity is a snap to clean,Whether for new construction or aftermarket installations,TriStar is the superior choice. YW iz M� p ril ro os �,oa® h w t t t t t t t No-rib basket design --- Cyrstal clear strainer cover ensures easy debris lets you see when the basket removal.Extra leaf-holding- needs cleaning Heavy-duty,high capacity basket extends performance motor time between cleanings. with dynamic airflow delivers cooler operation Tri-Lock cam and ramp strainer cover seals with less than a V4 turn Service-ease design: power-end assembly(motor/ impeller/diffuser)can be removed without disturbing plumbing or mounting 2"x 2112"CPVC connections,simply by removing six bolts union connections makes installation and servicing fast and easy Additional TriStar` Features & Benefits MAX RATE TOTAL MAX RATE SEUCE DIMUISION 1 MODELS Advanced fluid dynamic design delivers superior , 0.94 0.75 15 115/210 20>4• 13•W flow, energy efficiency and value SP3207X10 1.26 1 125 115230 2 x 234' 13 24' • Higher flow rates allow for stepping down in SP321OX15 1.65 1.5 1.10 115/130 WA' 13 t4• pump horsepower for even less cost and SP3215)20 2.20 2 1.10 115/230 2x2W 1514' energy consumption. sP322ox26 2.60 2.5 1.04 230 2x2rs• 14W • Pressure testable to 50 PSI maximum. SP32251C30 3.45 3 1.15 230 2x2K• 15s4• Self-priming(suction lift up to 10' aboveOUAL-SPEED TOTAL SrriVICE DIMENSION water level) MODELS TRl$TAR 2-SPEED SP321OX152 1.N 1.5 1.73 no 2x214• 14W Tp�O% qx sP3ism 2.40 2 1.20 230 2x2%' 1474' SAVINGS SP322CM2 2.70 2.5 1.08 230 2 x 2%* I4 t4• ON YOUR ENERGY COSTS TriStar Standard Efficient Flow vs.Total Head tota-- i 100.0 sna warwlo tSy to.o I � I --- o i 50.0 `. I � � 40.0 Mtl ; TriStar Pumps are listed by:ONSF CO d 4" 00.0 80.0 100A 120.0 14" Flow(gpm) To take a loser look of TriStar Pumps or other Hayward products,go to www.haywardpool.com or call 1-888-HAYWARD HAYWARD® 620 Division Street I Elizabeth,NJ 07201 KWMIC Kilmd EMT SC*Am 8W%SW n�b A ted . d"Ward ftsbiftkit tlflfiNli Cal Hwmd Muth.tc. Selecting the correct size Specifications and H-Series heater: Dimensions: For Your Swimming Pool Universal H-Series Heater Determine your pool's surface area in square feet: IF1 01000 350,000 300,000 250,000 200,000 150,000 A B L 33" 30" 28" 25" 21" L R W t 2936" 29Ya' 29h" 29h" 2936" 29Yz, " r w 24" 24" 24" 24" 24" 24" Area=(A+B)x L x.45 Area=R x R x 3.14 Area=L x W , 2"x 2Y4" 2"x 2h" 2"x 2Ya" 2"x 214" 2"x 2Yz" 2"x 214" Cupro Cupro Cupro Cupro Cupro Cupro Nickel Nickel Nickel Nickel Nickel Nickel 1 In this table,locate the surface area that is equal to,or just greater than,the pool's / • - H400 1,200 surface area.To the left of this number is the --- :r 160 158 145 134 123 110 H350 1,050 appropriate H-Series model that will fit the H300 900 J selected area. ` 3" 3A �„ 3A' /4,. H250 750 For indoor pool installations,divide the pool's H2O0 600 surface area by 3. H150 450-- T3*rs based on a 30^F te�Wranue rise,3h mph MWIR Millivolt Heaters mad elocux and ekwtoI I to to 7 000 Ave aho a sea kwli 1 } 250,000 200,000 150,000 For Your Spa or Hot Tub Width 2T' 24�" 211b• Depth Arlichas) 27Yz" 27W 27W Determine your spa capacity in gallons(surface area x average depth x 7Ya). Height Onothes) 28Yz" 283'e" 2814" the reference table lists the time required in minutes to raise the temperature of the IConnectionsWater 1 Ye"x 2" 13'i"x 2" 114"x 2" spa/hot tub by 30'F In the table below,locate the column with the spa/tub size in gallons that is closest to yours.Select the desired time to raise the spa/hot tub temperature 30'F, Cupro Nickel Cupro Nickel Cupro Nickel read to the left and select the appropriate H-Series model. '�' ' r 7" _7" 6" This guide can be adjusted for other temperature rises.For example,if you desire a 15'F 171A" 15'/n" 14" increase in temperature,simply divide the time for 30'F rise by the ratio of 30/15,or 2. 144 141 _ 131 Note:Heat lost and/or heat absorbed by spa walls or other objects will add to the time Gas Gonnection it takes the spa to heat up. Spa sizing is based on an insulated and covered spa.Always cover your spa or hot tub H Series heaters are available in a comprehensive range of BTU sizes for natural or propane when not in use to minimize heat loss and evaporation. gas.All units are certified by the Canadian Standards Association and carry the exclusive Hayward4 warranty. SPAMS SIZE IN GALLONS t OW 900 t 11 n H400 9 14 19 23 28 33 37 42 47 - oilH350 11 16 21 27 32 37 43 48 54 H300 12 19 25 31 37 44 50 56 62 H250 15 22 30 37 45 52 60 67 75 H2O0 19 28 37 47 56 66 75 84 94 — H150 25 37 50 62 75 87 100 112 125 1., w Efficiency. Performance. Innovation. Whether you want to extend your swimming season or swim year-round,Universal H-Series gives you comfort with efficiency.Its the perfect addition to your Totally Hayward®System. to take a closer look at Universal H-Series Heaters or other Hayward products,go to www.haywardpool.com or call 1-888-HAYWARD 0 HAYWARD® 620 Division Street I Elizabeth, NJ 07201 t� I1arrFsb.FlaPv�d L+xnyry Su'u!iac;'aaly .,. FnTte are reptelod t2dewks of ayr2r-'M Ss - LITIV I 020't Fpyxaid Inasuies,Inc HAYWARD Underwater ColorLo icTM EEDightingFixtures sP0524(S) SP0532(S) 9 SP0525(S) SP0533(S) FOR SWIMMING POOLS AND SPAS SP0527(S) SP0535(S) OWNER'S GUIDE MANUEL DE L'UTILISATEUR GUTA DEL USUARIO INSTALLATION AND INSTRUCTIONS INSTRUCCIQNES DE INSTALA OPERATING INSTRUC- D'INSET DETALLATION FONCTIONNEMENT OPERACC2222NY GENERAL INFORMATION INFORMATIONS GENERALES INFORMATON GENERAL The Hayward'ColorLogicT"l ED(fight-emitting diode)underwater lighting fixture you have purchased is designed to mount Into Hayward fixture housings(ruches) manufactured 1993 and later Hayward light fixtures may fit into other niches.but the installation will not carry a UL approval. U FILE E39338 gic Hayward SP0524,SP0525,and SP0527 Series ColorLo LED pod lights are JUL listed underfde number E39338 and,to be approved,must be used with Hayward models c � us SP0600,SP0807,SP0604C,or SP0609C fixture housings(riches).Hayward SP0532,SPOS33 and SPOS35 Series ColorLogic LED spa lights are UL listed under file number E39338 and,to be approved,must be used with Hayward models SP0601,SP0508,SP0606C,orSP0610C fixture housings(ruches).Installation of hgN and niche must be n accordance with Article 680 of the National E lectra Code(NEC)and any applicable local Codes.If ran metalfic condul is used,a 88 AM grounding conductor rtxuA berm ttrdgn the eonduM1 and connected to the grourdxg conrnedor on the inside of the ache-TNa corhrtedion must be enrapsuated using a lined potting compound 0 !re in accordance with NEC Article 680-20,such as 3M Scotch Cast Wet Niche Potting Compound No.2136(UL Me E130394)or equivalent.The integral external connection on the niche should be connected to a 88 AM bonding conductor also required by the NEC.Please refer to your niche instructions for details. Except when the fixture is installed in an area atthe swimming pool or spa that is not used for swimming and the lens is adequately guarded to keep any person from contacting it.the fixture must be Installed in or on a wall of ate pool or spa,with the lop of the lens not less than 18 inches(46 cm)below the normal water level of the pool or spa Important Note When Installing Niches In ConcreleiGulnite Pools SP0500,SP0501 and SP0608 Niches:A cardboard cover and 2 screws are provided with the niche to protect the niche and mounting screw holes.Leave these in place dining construction to prevent intrusion of concrete which may damage the riche or screw threads REMOVE and discard both the screws and the protective cardboard cover when ready to install the fight fixture SP0604C.SP06(16C,SP0W9C,anld SPOBt OC Niches:A plastic cover is provided with the niche to protect the ruche and mounting screw holes Leave the cover in place t i duringconstriction to prevent intrusion of concrete which may Carnage the niche or screw threads Before applying plaster,the outer edge of the cover maybe tom of (� I to allow plastering W to the edge of ore riche REMOVE and discard the plesticcovar when ready to install the fight fixture.Lt the light fixture is installed in the niche before 1� ! pool or spa construction the plastic cover may be reversed and taped to the edge of the hgM's face pate to probed the light from cp1r18te during construction. ,� �_'ll Jr, GIVE THESE INSTRUCTIONS TO POOLISPA OWNER AFTER INSTALLATION — Le projecteur ColorLogic A diode 6ledroluminescente de Hayward que vows evez actfet6 est comp pour 61re install6 dens les errfdncerrienls Hayward manufadur6s apr6s 1993.Les projecteurs Hayward peuvent titre compatibles ovec dautres enforicaments,mars 1'instaJlation no blin6fidera pas de 1'homologatan UL. Les s6nes SP0524,SP0525 at SP0527 de pmledeus Cdorlogic de Hayward pour piscinss figurent sur Is liste UL sous Is num6ro E39338 at,Dour titre approuv65,its dolvent bore Aj s6s aver les MCI denfcncements Hayward SPOSM,SPM7,SP0804C ou SP0609C Les series SP0532,SP0533 at SP05M de projedeurs ColMogic de Hayward pour spas figurerl,sur Is lisle UL sous Is nunAro E39338 at,pour titre approtMS,cis ddvent titre ublis6s evecles modial derAond3ments Hayward SP0601,SP0608,SP05OBC ou SP0610C.L'instatlation du projecteur at de I'entoncement dolt litre corllorne A I'ariJe 680 du National Electric Code—NEC(code national on 6fectridl6)at de tout autre code local on vigueur.SI vous utilisez un cordon conducteur non miltailique,vous devez passer un conducleur demise Ala terra de laiile 8(calibre de fits amencain)Cans la cordon conoucteur at le brancher au connecleur de miss A Is terra A I'inl6rieur de 1'enioncement Ce branchement dot titre reconvert dune pAte de remplissage conformilmen t A ranicie 680.20 du NEC,notamment Is ptite de rempkssage 3M Scotch Cast pour erdwr*ment sulxnsiI no 2135(no dossier UL E13W94)ou equivalent.Le corvtedeur extern ir4tgral oe I'erdmcement devrait etre branch6 A un con necteu de raccord"nl de ta,lle 8(calibre tle Ms arnOncait),6galement ehnge par Is NEC.Veuiflez vous rdf6rer aux instructions de forifoncement pour de plus amples rense+gnements. Le projecteur clot fire Inslall6 dens ou sur un mur de Is piscine ou du spa,de fai;on Ace qua Is haut de Is lenlille sot au moins 18 polices(46 am)sous Is surface normale de I'eau,sauf aL le projecteur est installs dons une zone our nest pas ublis6e pour la beignade of que Is lenlille est ad6quatement prd6gee afin d'6vitertout contact aver cefe-ci. Remarque importante concemam l'installation des enfoncements Cans lea plecinas on bbtonlgulnite Enfoncemems SP0600.SP0608 et SP0601 2 vis at un couvercie en carton sonl foumis avec renforaement pour Is prot6 get lens,que[as trous dinslallehon.Veullez Ies laisser an place tout au long de l'installation afin d6vilei que Is ciment ne s'irtflltre at n'endommage 1'enforlcement ou le fletage des vis ENLEVEZ at jell les 2 vs at Is couvercle an carton pour installer Is prolecleur. E,doncements SP0604C.SP0606C.SPOUW el SP0610C un couvercle de plastique est tournl avec ren foncemenl afn de le protbger ainsi que les lrous d'installstion.Veuillez sissen Is co vercre en piece tout our long de I installation afin d'6vtler que Is dmenl no s'nfiltm at n'endommage"on'oncement ou le filefage des cos.Avant d'appkquer le plAtre,vous pol d6direr Is record extenie du couvercle afin de pouvdr plAtrerle contour de renfoncemenl.ENLEVEZ et jetez Is cduvercle de plastique pour installer Is projedeur.Si to projecteur est install6 dents I'enfoncement avant Is construction ds Is piscine Du du spa,le couvefcle de plastique pen;fie invers6 at fix6 aver du ruban adh6sif au rebord ou projecteur afin de Is prd6ger du Won durant is construction. REMETTEZ LES PRESENTES INSTRUCTIONS AU PROPRIETAIRE DE LA PISCINE OU DU SPA APRES L'INSTALLATION La tampers suDacu2tica de LED(dark emisdr de luz)ColorLogic de Hayward qua ha adquindo eslb dseAado Para insolarse en huecos(nichos)Para Ibr paras Hayward fabncados a perlir de 1993.Es posible que las IAmparas Hayward se adaplen a otros nicnos,pero to nstalacr6n carecens de Is aprobau6n UL. Les IAmparas ColorLogic de LED Hayward de lea series SP0524,SPOS25 y SP0527 Para pisrinas esfAn aprobadas por UL bajo at regfsio nUnero E393M y,pare canter con Is aprobad6n,Copan Aizarse an Jos niches Para IArttparas modelos SP060 04 0,SP0607,SP06C o SP0609C de Hayward Les Ityp maras Para Jacuzzi de LED ColorLogic as Hayward,de Las series SP0532,SP0533 y SP0535,estan aprobadas por UL bNo of regisio nunero E39336 y,pare confer con la aprobacton.Copan utdizarse con niches Para IAmparas modelos SP0601,SP0608,SP0606C o SP0610C de Hayward.La insialad6n oe la IAmpara y el Ncho tlebe efectuarse de conformided con el Articuo 680 del Cbdigo Nacional de E lectriddad(NEC,siglas an ingl6s)y food c60igo local pernmente.St se u6izan conductos no metalicos,se Celle tender in cable a Berra calibre 8 AWG a ifav6s del condudo y fijarlo o o cinedo a terra del interior del nicho.De cordomudad con al ArIll 680-20 de NEC,esta conexi6n Liebe ancapsularse con un compuesto aprobaclo,po e)emplo el Scotch Cast Wei Niche Potting Compound No 2135 de 3M(registro E 130394 oe UL),o uno equvalente La NEC exige,adembs,que Is toaltoad be Is conexibn extents List niche se raga a un cable calibre 8 AM Para metalizadon Consults Jos Insttucnones del rvcho pans oblenerinfonnaaCn detatlada. La IAmpara dope empotrarse en Is pared be uno prsdna ojacuui,o colocarse sobre Is ella,y Is parte superior dH lento no debe eslar a mends de 18 pulgaCas(46 cm)por debalo del rival normal del aqua,excepto si Is IAmpars se instals en una zona de Is Pisan o Jacuzzi que no se uikza Para nadar y el lento se protege de forma adecuada pare eviler que alguna persona to toque Nota impoftante sobre IS instalac16n de niches an plscinas de concrete o gunita Nichos SP0600,SP0608 y SP0601 con at nidto se suminislran 2 torniltos y una cubierta de carton Para proteger at n cho y Jos onfiaos de los tomillos de montaje Ouranle Is conslruccion,d4lelos en su sdio para evitar que el concmto penetre y Cane of nicho o Las roscas para los tomttlos.RETIRE y deseche tanto los torrillos como le cubiena protectora de carton wando est6 Ilsto para instalar la IAmpara. Para Jos rxchos Sp05D4C.SP06%C,SP0609C y SP0610C.EI nirho se suministra con una cubierts plAstica protectors y onfidos Para Ids tomdlos de monlaie.Durente la construco6n,manterga la cuGerta en su mlio Para eviler que at concred penetre y oarie el niche o las roscas pare Jos tomillos.Antes de apkcar el yeso,se puede desprender el cords exterior de to cubierts Para espardr at yeso hosts el cords del rucho.RETIRE y deseche la cuderta plastica cuando estb fisto Para instalar Is(Ampere St Is lAmpare se Installs en H nicho antes de construlr to piscina d at jawzzi,puede user Is cublerta pisslica por at reverso y Pagano con cinta en of bottle del lido anterior de to tampers Para protegeria del cwncreto duranle Is construccion ENTREGAR ESTAS INSTRUCCIONES AL PROPIETARIO DE LA PISCINA O JACUZZI DESPUES DE LA INSTALACION 111111111111111111111111111111 092153A O: HAYWARIY SwimCtear?M QUAD-CLUSTER CARTRIDGE FILTERS High performance. _w '4- '•.mil?. '..... - Operational convenience. Hayward SwimClear reaches new horizons in cartridge filter technology. Industry leading hydraulic performance with maximum flow through all cartridge elements via a r, top manifold configuration ensures superior water clarity, 4; extended time between maintenance and maximum energy savings.A cluster of four reusable polyester cartridge elements provides a choice of 225,325, 425, 525 and now 700 square feet of heavy-duty,dirt-holding capacity and extra-long filter cycles.SwimClear filter tanks are made from a reinforced co-polymer material for the ultimate in strength,durability and long life—even for the toughest applications and environmental conditions, Discover the crystal clear results and reliable performance of SwimClear by Hayward—the first choice of pool professionals. g ;g - 1 y� A a. 1 f Manual Air Relief -- ----- Combination Pressure and Cleaning- is a nigh capacity,rapid release Cycle-Indicator Gauge manual air relief valve that bleeds air gives visual indication when cartridge with a quick quarter turn of the lever. filter elements need cleaning. Top Manifold .� ff Quad-Cluster Cartridge Elements I provides industry's best energy saving hydraulic /provide 225,325,425,525 or industry's largest performance and utilizes the entire cartridge 700 It'of filter area and extra dirt-holding capacity surface area to maximize time between cleaning for long filter cycles.Precision-engineered core provides extra strength and superior flow. Heavy-Duty.Tamper-Proof,One-Piece Clamp securely fastens tank top and bottom together ---Self-Aligned Tank Top and Bottom and allows quick access to all internal make access to servicing Quad- components without disturbing piping or Cluster cartridge elements quick connections. and easy. High-Strength Filter Tank is made from durable,glass reinforced co-polymer to meet the demands of the CPVC Union Coupling Connection toughest applications and environmental provides plumbing options of 2" conditions,including in-floor cleaning systems. or 214"plumbing with 2"full flow internal plumbing for maximum Uniform Low-Profile Tank Base Design _ hydraulic performance. makes removal of cartridge elements fast and simple. Noryl-Bulkhead Fittings Full-Size 1 W'Integral Drain for extra strength and heat resistance. provides fast clean-out and flushing. SPECIFICATIONS- AR CARTRIDGE FILTER TYPE Quad-Cluster cartridge elements: YY 225,325,425,525 and 700 If total(20.9,30.2,39.5,48.8 and 65.0 m� FILTER TANK Injection-molded glass reinforced co-polymer FILTER ELEMENTS Reinforced Polyester PERFORMANCE RANGE h to 3 HP(30 to 150 GPM).37 to 2.24 kW(114 to 568 LPM) "3 C2030-23"W x 32 W H(58 cm x 81 cm) C3030-23"W x 34 W H(58 cm x 87 cm) DIMENSIONS C4030-23"W x 40 IV H(58 cm x 102 cm) C5030-23"W x 46 W H(58 cm x 117 cm) C7030-23"W x 52 IV H(58 cm x 134 cm) CPVC Union ConnecUorts PERFORMANCE DATA _3l):, ' EFFECTIVE DESIGN TURNOVER, 1 13 C2030 225 20.9 84' 318 40,320 50,400 153 191 C3030 325 30.2 122` 462 58,560 73,200 222 277 C4030 425 39.5 150" 568 72,000 90,000 273 341 C5030 525 48.8 150'" 568 72,000 90,000 273 341 C7030 700 65.0 150— 568 72,000 90,000 273 341 Pressure and Cleaning Gauge 'Based on NSF remmmended rate for commercial use at.375 GPMM.' —Determined by PAP size and PON system hydraulics,2-plgng is recommended for flow etas equal to or greater than 90 GPM(341 IPNq.fieyward doesn't recommend flow rates stove 150 GPM. To take a closer look at Hayward Filters or other Hayward Products,go to www.hayward.com or call 1-W-HAYWARD [( HAYWARU 620 Division Street I Elizabeth,NJ 07201 9*ncl end�d Energy$elutloof arc�'etl m.irc ene A SMvnlbar erd pxyi art traeemarks cA r+syoYo W,seks,Irc. 02013 rla/,wtl lnAWN 1% 1115V/C13 ®HAYWARD Pool Products *MMWd!NC 2701 A Hayward Inouvva,Inc. Gammon$.0 27011 Y Nb1!7-4V00 wwwn.y."do c tom CERTIFICATION OF COMPLIANCE Contains:WG1048E or WG104SEW Description:8"Round Suction Outlet Cover Ratings: Floor._ 125 GPM Wall: 72 GPM Open Area; 8.J sajr Certified to Comply with Section 1404 of the Virginia Graeme Baker Act(VGB)Pool&Spa Safety Act Test Results can be obtained fnM:www HBYwardneLCOm and/or nitn:%nwww nSI-2-r CrrtifitrdlPoolry Mamdectured:After December 20,2008,by Hayward Pool Products in Jiangsu Province,China and C lemmotn,NC Divisions of Hayward Industries,Inc.620 Division Street,Elizabeth,NJ 07207,Phone 908- 3.5-7995 Date of Mfr.The Lot Number shown on the product label cotnains the Year&Month of manufacture.The first number represents;the year(ex 8=2008)and the second character the month(A=Jan,B-Feb,H=Aug,I is skipped,J-Sep,etc) Tested to ANSI/ASME 112.19.9-2007(addendum 8a-2008)per Section 1404 of the Virginia Grseme Baker Act(VGH)Pool&Spa Safety Act. Certified by NSF International,789 N.Dixboro,Road,Ann Arbor,MI. 48105 1(9000)-NSF-MARK. Date of Installation: ISWGI048COC Rev B 6" SPACING BETWEEN MOUNTING HOLES USED ON FOLLOWING SERIES: 00 00 WG1030AVPAK2 SP1030AV►AK2 000000 WG1048AVPAK2 5P1048AVPAK2 000000 WG1049AVPAK2 SP1049AY►A[2 07 3/4" 00000 0 0000 0000 WG1051AVPAK2 SP10S1AVPAK2 SUCTION OUTLET 00000 0000 WG1052AVPAK2 SP1052AYPAK2 0000 0000 COVER WG1048E 00000 WG1053AVIAK2 5P1053AVPAK2 000000� WG1054AVPAK2 SP1054AYPAK2 0000 0000 WG1153AVPAK2 SP11S3AVPAK2 WG1154AVPAK2 5P1154AVPAK2 G 1L9LrVE MAYWARDaoa Ndxm • � 3 N U Cj =3 r� 0 W —7 _ ' . U O V Ccz LLJ '/� C/] Q V/ N Ln/�11 'w' N Lo c a W /� WC"i �.V 'C U CA a� o o w W /imr '+"� Z�(.) C > U) < ��' LUN d O _ �d V cn C W cQc a > N a F.. 70 > z O 7 k � - / � { E ■ � \ co CD co ---------- § ! # j ( � i a da | ¥ f - LU 0 U) (D c z 0 2 �� U § 2 \ ± w � § ( / \ \ § ) ) oa \ \ / \ $ p g d § - ( ( ( § ( § k 2 \ / d ) �i CC Od CD,* zcn § Q � y Lo iss.. w yg 13 cu H Tn E iZ u a o > N c = m m y A ? E X N Lei� c � c�ai rn id .E 55 c r o b n E$` pj m N m E°� m J "22 m �° a42 { ca 3 t$E'i °0$ E ati �'Y € OEfi 03 'cj 3 o0 vi Er a � H an O end nn � • • • �h� tQ 3 � O n a QQ= 8 c E E_ gg o u E e n T m E a m o c�i E E> �� E AP o , 05 �i 4 23 -d WLU o oar v c o f E c n o m ¢ m m c co EE x Gi 'g y Y `o c a D o w E s E a� w o c m� � n g' U$ c N a m n m iO Ei N w�a 9n� nm � � 0 0 ow_ x¢� 3 Q a E cu V `� m F44 m o `o O m c b r r3 y w o 00 r8 in rn 3 n w e E d m _ Y= c n o m ``�' $ '`�' �' o fO d Z`E" U d E 1O mn ut " E'�'a�° .Lv.n vE�i i0 E _ E m o�= n 8 a cE a'A m EE e o+g j H E ij'9 d E �5� wa�i� �' w tn{ NS_ ' c E�`a' _ m'� C L"E im �ai. � a m" rd.. � m aKi'n T 'Q�° a 8 E 1 m'Z Fi o t E cc Tm, OG r o = a 8 > > r7. m E v w aEi n g E m 3 a E c� 12 �' w m � m S � 3 mnL&E! 5 c¢ 5 m AEEcny� rana�� c = 3 aan �' a v5 mTir o �— E Amyy o `j' k Q 3 d�2� `m E U 6 u o o an t� 1d S'i'oa ra c 5 m�v =O `° $ m $ w.«g n T NN � c'3N 3 A Nig� mgIS j n o F- � m � o E = o 7E !• " n e a T 7E zi� c � w m n 4 -ES o 33 n Q Ej a E w 7 E Ul li 7 a d m d L� 5 EEE000 N a—.9i 3 r cm 1O i F- N 1 6 13. 23 '^ o v J� E 15 o c 'S C g 5 Wnn,, y d c a o•- 5Q 3 �' = E E v E 3i w ([UB E " 65 c To N' d 6 E5ffio5 roam n A a r0 3/1/2021 Poolguard Alarms-pool alarm,door alarm,gate alarm,pool safety,child safety HOME)CONTACT US I BUY POO LOUARD I PRODUCT MANIACS I WARRANTY REG I ST RATIONo c- -fya ® ffYou Before olguard ,Ch� T� BAY Poolguard Alarms: INGROUND POOL ALARM-MODEL PGRM-2 •Pool Alarm-Model PGRM-2 •Pool Alarm-Model PGRM-SB •Gate Alarm — Door Alarms-NEW 'NSF,"NSF Certified to ASTM F 2208-08" •Door Alarm-DAPT-2 (Sounds in 7 seconds) Door Alarm-DAPT4ff 141odel P 'RM-2 Installation Video r r 3 (Sounds immediately) u! =f3iT1 Other Information: •Contact Us ,,,.-.,._.�. i •Buy Poolguard •Product Manuals I l i•�' r r r News From Poolguard As Well As the states of CA, Warranty Registration CT,FL,and TN Model PGRM-2 Installation Video •Model PGRM-SB Installation Video •Detects Intruders Sits on Deck w* Battery Powered �r3' •Jr'. •Low Battery Indicator New Sensing Technology i, Easy to Use Completely Portable Automatic Reset Affordable Price Important Safety Feature In House Remote Receiver Homs are 85 dB at 10 feet POOLGUARD/PBM INDUSTRIES,INC.has -` been manufacturing pool alarms,door alarms, and gate alarms since 1982.All Poolguard "F.1ffY - products are proudly Made in the USA. Poolguard Pool Alarms were tested and"Top Rated"by Good Housekeeping 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. POOLGUARDIN GROUND POOL ALARM NSF CERTIFIED TO ASTM F 2208-08 NEW Weatherproof Design NEW Sensing Technology NEW Microprocessor Technology 3 Year Warranty www.poolguard.cornhnground.asp 112 Building Permit Check List&Zoning Analysis Address: sBL: 13 6 , Zone:- Use: 7+ O Const.Type: Other. Submittal Date: 2 ��Z- Revisions Submittal Dates: Applicant: �e__ Nature of Work: 11j — 2 0 —c-00 C_ D.)—\--t:>o 0 n— 1z Reviews:ZBA: F E B - 4 2021 PB: BOT: Other. I.�ED OK ( (�ES:Filing. 7 S- BP: �-1 6 Z�, C/O: Legalization: P: Dated Notarized ✓SBL: ✓Truss I.D. Cross Connection: ✓ H.O.A.: ( (► Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Z' Street Opening: ( ) ( ) ENVIRO: Long. Shore Fees: N/A: ( ) ( ) SITE PLAN:Topo: Siterrotection: S/W Mum: Tree Plan. Other. ( ) (� SURVEY:Dated i-a Z l Current: ✓ Archival: Sealed. Unacceptable: (Jf ( ) PLANS:Date Stamped Sealed Copies: Z Electronic: Other. (3 (of License: ✓ Workers Comp: ✓ Liabilittyy'' V Comp.Waiver. Other. ( ( ) CODE 753#: Od/— Q#to Dated.? v710""cal N/A: HIGH-VOLTAGE ELECTRICAL:Plans: Permit: N/A: Other. ( ) ( ) LOW-VOLTAGE ELECTRICAL:Plans: Permit N/A: Other. ( ) ( ) FIRE ALARM/SMOKE DETECTORS:Plans: Permit: H.W.I.C.:_Battery:_Other. PLUMBING Plans: Permit: Nat.Gas: LP Gas: N/A/: Other. ( ) ( ) FIRE SUPPRESSION:Plans: Permit: N/A: Other. ( ) ( ) H.V.A.C.: Plans: Permit: N/A Other. ( ) ( ) FUEL TANK:Plans: Permit: Fuel Type: Other. ( ) ( ) 2020 NY State ECCC: N/A: Other. Final Survey Final Topo: RA/PE Sign-off Letter. As-Built Plans: Other. ( ) ( ) BP DENIAL LETTER: C/O DENIAL LETTER: Other. ( ) ( ) Other. (,�RB mtg.date: 2 17 Z approval• notes: ( )ZBA mtg.date: approval:- notes: ( )PB mtg.date: approval: notes: APPROVED REQUIRED EXISTING PROPOSED NOTES MAR 2 2 2021 Ate: ZS' k 30�o.� c ,Oh_ Date: Circle: Fr n : Front Front Sides: > Main Cov Accs.Cov Ft.H S : S .HS : Tot. 7-D.3 d2 F Im : Height/Stories: notes:rl o L. �.rhi —S- 7>0 o 2- Z 1 • BUILDING DEPARTMENT r, VILLAGE OF RYE BROOK I' r 938 KING STREET RYE BRooK,NY 10573 FEB -3 2021 (914)939-0668 gAx(914)939-5801 -�-�-�------�- , E BROOK www.rvrook.orE n�M1l.i.. J *********************************************************************************************************** ARCHITECTURAL REVIEW BOARD CHECK LIST FOR APPLICANTS This form must be completed and signed by the applicant of record and a copy shall be submitted to the Building Department prior to attending the ARB meeting. Applicants failing to submit a copy of this check list will be removed from the ARB agenda. Job Address:7-'L"gErEaA CF-SLNE> Date of Submission: "2/LgL?CV-/ Parcel ID#: I,!�Ao. -1- 10 Zone: Proposed Improvement(Describe in detail): APPLICANT CHECK LIST: MUST BE COMPLETED BY THE APPLICANT pl (cD l�-f�O�Jlb �JU11Y n I'L ))G ',L The following items must be submitted to the Building L'Trl-Vi � �£ lm� R Department by the applicant-no exceptions. 1. (✓}Completed Application 2. (✓)Two(2)sets of sealed plans. (one full size (maximum Property Owner:MRV Q j t�=I / allowable plan size=36"x 42"1 and one 1 1"x l 7") 3. (,) Two(2)copies of the property survey. �t� U= 13L an Address: 1AL . Ryl✓ .F--xy 4. (/)Two(2)copies of the proposed site plan. Phone# q ILA- Q:t>-1- zon 5. ( )One electronic/disc copy of the complete application materials. Applicant appearing before the Board: 6. ( /� iling Fee. GU .11 �0?000 1 7. ( J�Any supporting documentation. Address:-A e ceps A a 5,c) rt k:&�Cl- DIAL ,0`1 8. ( )HOA approval letter. (fapplicable) 9. ( )Photographs. Phone# qjla - LI-CqqQ 10.(%4 Samples of finishes/color chart. (a sample board or model may be presented the night of the meeting) Architect/Engineer: 1pr11(p3pa4s�w^--� Phone# By signature below, the owner/applicant acknowledges that he/she has read the complete Building Permit Instructions&Procedures, and that their application is complete in all respects. The Board of Review reserves the right to refuse to hear any application not meeting the requirements contained herein. Sworn to before me this 5lo Sworn to before me this (off day of 2 12021 day of TL- , 20 2-1 Signature of Property Own App cant W�l yicepi T)P41e- C+AEQAtAy Print Name of Property Owner 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, February 17, 2021 Due to public health and safety concerns from COVID-19, the Architectural Review Board meeting on January 21, 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/86826545583 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: 868 2654 5583 NAME&LOCATION TYPE OF APPLICATION MOTION SECOND APPROVED REJECTED APPL.# 11 Highview Ave Roof Top Solar Array Consent 5139 (Baybay) Agenda 40 Winding Wood New 6Ft High White PVC Consent 5140 Road(Cohen) Privacy Fence In Rear Yard Agenda 22 Holly Lane Replace Decking& Railings Consent 5141 (Klein) on Existing Deck Agenda 40 Winding Wood Addition To Roof Top Solar Consent 5142 Road (Cohen) Array Adding Panels In Rear Agenda 52 Lincoln Ave New 4Ft High Black Picket Consent 5143 (Brous) Style Aluminum Fence Agenda 167 Country Ridge New Window Configuration 5144 (Hugon) To Accommodate Interior Renovations 122 Beechwood Blvd In-Ground Swimming Pool, - ,Kordi) w/Patio, Fire Pit & Outdoor Kitchen 7 Ridge Blvd 2nd Floor Addition,New 5146 (Holleran) Windows, Siding, & Roof 47 Rock Ridge Dr Revisions To Prior Approval 5147 (Hunk) ML v' NM MR SE JM SF AC MI KC y .. */it d i zA- Ink 7 1. Oft eA Ll i gig 1i i II i 1 Lim Now— t�} ., vc l ti j 1 y •� Y / h y s.� C J \ Y 41 • d r 1 1 T IN!R�f i Ulm` — s ` ■ Ak � )4 AL • 4PI t � 1�'o � i L , p CC ENE MAR 1 0 2021 VILLAGE OF RYE BROOK BUILDING DEPARTMENT Engineer's Report for Korpi Residence 22 Beachwood Blvd Rye Brook, New York DVVVAqNG REVIEW TI-in;rPEV EW IS FOR GENERAL CODE COMPLLANCE TVfE VTLLAGt ASSUMES N0 RF.S(=r!V<;i:t�i.l'14'FCiF�CORRECT'�IESS OF Ukf)EP, !ONS, DeT,kiLS,FIELD COtiOfl IONS, DESIGN FROFE �SIONAL OR APPLICANT. � � Dated March 9, 2021 NO EXCEPTION TAKEEN Revised MAKE C0RREwTI^;.,1r-' AMEND AIiD %:c.''.CT►L'� 1,,EFER T�;) {r'.!.9AF�itS ' 1 ....____..._.�_ __.._. Prepared by: RYE BR()r-)K E ;id;a GENT. Christopher S. Utschig P.E. 938 ING STREET 65 Ralph Ave White Plains, NY RY 6E;^vlt:,*:Y 10573 ' 914 391-9550 PHONE ((9' 4)93r•J753 FAX t8140 9 4-5301 DATE_ QY NYS Professional Engineer Lic#090138 Engineer's Report Rye Brook,New York 21 Beachwood Blvd Table of Contents A. Introduction B. Existing Conditions C. Proposed Conditions D. Construction Phasing Plan and Sediment and Erosion Control Management E. Conclusion APPENDIX A Runoff Calculations APPENDIX C Soils Report Page 12 Enyineer's Report Rye Brook,New York 22 Beachwood Blvd A. Introduction This report has been prepared in support of the proposed improvements of the property at 22 Beachwood Blvd. Rye Brook NY.The proposed improvements include a in-ground pool, and pool patio. The report and associated plans were prepared in accordance with the Westchester County, NY, Stormwater Management Best Management Practices for Stormwater Runoff Control in compliance with the requirements of the Village of Rye Brook pursuant to Storm Water Control Permit. The existing conditions identified on the site plan were taken from a survey prepared by Ronald Persaud, Land Surveyor, dated 1/28/21. B. Existing Conditions The existing property is a 30,000 sf residentially zoned property. The property is developed with an existing 2-1/2 story home, walks,covered porch,and driveway the balance being lawn and landscaping.The subject properties topography can be described as gently sloping from front to back.The existing home was constructed in compliance with existing Village stormwater requirements. Accordingly,the property is fitted with stormwater mitigation drainage system to mitigate all existing impervious areas.Two existing infiltration chambers are located in the footprint of the proposed pool and will be located in an adjacent location. C. Proposed Condition The proposed condition includes the construction of an in-ground pool, and pool patio. The grading as proposed leaves the existing yard grading essentially untouched and thereby leaving the existing drainage patterns unchanged.The proposed condition will result in a total impervious area of 8,919 sf, an increase of 2,173 sf. The runoff volume was determined to be 1,031 cf for the 25 Year Design Storm. The on-site drainage has been designed to provide full mitigation for the newly created impervious areas for the 25 Year Storm Event.The design proposes an underground detention/infiltration system consisting of 9 Cultec 330HD's each with a storage and infiltration capacity of 115 cf/unit. Runoff from the patio and existing piping will be piped to the infiltration system. D. Construction Phasing Plan and Sediment and Erosion Control Management Maintenance of Temporary and Permanent Structures and Practices Temporary and permanent erosion controls measures will be maintained and inspected in accordance with the Grading and Drainage Plan. All proposed soil erosion and sediment control practices are designed in accordance with the following publications: o New York State Standards and Specifications for Erosion and Sediment Control, August 2005, latest edition. o New York State Guidelines for Urban Erosion and Sediment Control, latest edition, o New York State General Permit for Stormwater Discharges, o "Reducing the Impacts of Stormwater Runoff from New Development", as published by the New York State Department of Environmental Conservation (NYSDEC), second edition, April 1993. The proposed soil erosion and sediment control devices include: protective earthmoving procedures and grading practices, soil stabilization, inlet protection, stabilized construction entrance and silt fencing. The Page 13 Engineers Report Rye Brook,New York 22 Beachwood Blvd approach of the plan is to control off-site sedimentation, and re-establish vegetation as soon as practicable. Construction shall be implemented in the following order: 1. Erosion and sediment control (ESC) measures and Pollution Prevention (PP) implementation, a) Install silt fences along easterly project limits, b) Maintain existing macadam driveway to utilize as a site construction entrance to the project area, material storage area and dumpster location. i) Contractor shall install stone stabilized entrance at end of the existing paved driveway in advance of construction vehicles requiring access from graded /exposed soils to City Streets. c) Install Tree Protection d) Install temporary sanitary facilities (portable toilets) in a location that is at least 20 from any drainage facility or flow path. Recommend staking the facility to prevent accidental tipping by construction activity or wind. e) Install waste container—maintain rigorous site cleaning schedule to prevent debris from blowing off site. Construction waste shall be stored in a dumpster and carried off-site on a regular basis f) Demolish existing structures g) Allocate concrete washout areas 2. Clearing and grubbing. a) Strip top soil and stockpile. Initiate cover practices and sediment controls at the base of the stockpile.Stockpile can be temporarily stabilized with tarp or mulch and/or temporary seeding. b) Disturbed areas where construction will cease for more than 14 days will be stabilized with erosion controls, such hydro-seeding, hydro-mulch, or hay 3. Excavate foundation a) Install dewatering practice if necessary. 4. Vertical construction (install foundation and wood frame superstructure) 5. Install subsurface storage and infiltration system and site drainage to capture roof leader runoff. 6. Final stabilization of disturbed areas a) Install minimum 4" topsoil and final stabilize with lawn or mulch in landscape areas. b) Remove all ESC and PP measures upon approval of design engineer and/or ESC inspector. Awarded contractor shall be responsible for the proper implementation of the ESC and PP practices.The following maintenance program is proposed in order to maintain the proper function of all drainage and erosion and sediment control facilities: o Inspect sediment control devices and construction access point routinely and if necessary remove accumulated sedimentation and debris; at no point should the filter bed be allowed to continue operations beyond 50% of its capacity being compromised by debris. All disturbed area will be stabilized and the sediment build up in the filter removed. After the construction is completed, any areas disturbed shall be stabilized immediately after the required work is completed. o Restore and re-seed any eroded areas as soon as possible o The Stormwater Management Facilities Maintenance Program will be managed by the home owner and shall include removal of sediment from the on-site catch basins and underground storage facilities. The contractor shall provide a Trained Individual to be present on site at all times during soil disturbing Page 14 Engineer's Report Rye Brook,New York 22 Beachwood Blvd activities Any disturbed areas shall be re-vegetated as soon as possible.Topsoil shall be temporarily stockpiled for future use in grading and landscaping. Stockpile locations have been provided on the Erosion and Sediment Control Plan and shall be contained within a silt fence/hay bale barrier. The existing driveway shall be maintained throughout construction to be utilized for the site construction entrance. A temporary stabilized construction entrance comprised of a stone anti-track pad shall be installed as necessary to minimize dirt tracking.The purpose of a stabilized entrance is to remove as much soil from the construction vehicle tires prior to exiting the site and traveling on the existing roadways. For dewatering activities during excavation of the footings, a dewatering pump shall be located in a perforated tub surrounded by filter fabric and stone (or approved alternative). Clean discharge should be directed to onsite drainage appurtenances to minimize erosion of soils. Discharge with suspended sediment shall be connected to a sediment bag on undisturbed ground in a location where the discharge will not cause erosion or flow over exposed soils. If the contractor encounters ground water during the excavation of the filtering system, he shall notify the design engineer immediately.The contractor shall store all excavated material at the designated location show on the Grading and Erosion Control Plan with the appropriate erosion control measures corresponding to the stockpile detail. Contractor shall be responsible for maintaining the cleanliness of the streets (driveways/parking and adjacent areas) and storm drain inlet protection (as applicable) Best Management Practices (BMPs) throughout the construction project. Permanent seeding shall be installed immediately after the final design grades are achieved but no later than fourteen (14) days after construction activities have ceased. After stabilization, accumulated sediment shall be removed from site for disposal along with construction debris,trash and temporary BMPs E. Conclusion: The implementation of this stormwater management plan will mitigate the post development stormwater flows and not adversely affect the adjacent properties or the existing drainage system. The stormwater runoff generated by the proposed addition has been attenuated by the construction of an underground storage system. Page 1 5 Engineer's Report Rye Brook,New York 22 Beachwood Blvd APPENDIX A Runoff Calculations is ■ Proposed Subcat' Rl each Link Routing Diagram for Existing J On Prepared by Microsoft, Printed 3/9/2021 HydroCAD®10.00-20 s/n 09858 ©2017 HydroCAD Software Solutions LLC Existing Prepared by Microsoft Printed 3/9/2021 HydroCAD® 10.00-20 s/n 09858 ©2017 HydroCAD Software Solutions LLC Page 2 Area Listing (all nodes) Area CN Description (sq-ft) (subcatchment-numbers) 2,173 98 Paved parking, HSG C (1 S) 2,173 98 TOTAL AREA Existing Prepared by Microsoft Printed 3/9/2021 HydroCADS 10.00-20 s/n 09858 ©2017 HydroCAD Software Solutions LLC Page 3 Soil Listing (all nodes) Area Soil Subcatchment (sq-ft) Group Numbers 0 HSG A 0 HSG B 2,173 HSG C 1 S 0 HSG D 0 Other 2,173 TOTAL AREA Existing Prepared by Microsoft Printed 3/9/2021 HydroCADO 10.00-20 s/n 09858 ©2017 HydroCAD Software Solutions LLC Page 4 Ground Covers (all nodes) HSG-A HSG-B HSG-C HSG-D Other Total Ground Subcatchmen (sq-ft) (sq-ft) (sq-ft) (sq-ft) (sq-ft) (sq-ft) Cover Numbers 0 0 2,173 0 0 2,173 Paved parking 1 S 0 0 2,173 0 0 2,173 TOTAL AREA Existing Type /// 24-hr 25 Tear Rainfall=6.40" Prepared by Microsoft Printed 3/9/2021 HydroCAD® 10.00-20 s/n 09858 ©2017 HydroCAD Software Solutions LLC Page 5 Summary for Subcatchment 1S: Proposed Impervious Runoff = 0.24 cfs @ 12.20 hrs, Volume= 1,031 cf, Depth> Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 25 Tear Rainfall=6.40" Area (sf) CN Description 2,173 98 Paved parking, HSG C 2,173 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, Subcatchment 1S: Proposed Impervious Hydrograph 0.26- 0.24 cfs Runoff 0.24 0 22 Type III 24-hr 0.2 25 Tear Rainfall=6.40" 0.18 Runoff Area=2,173 sf 0.16 Runoff Volume=1,031 cf 0.14- Runoff Depth>5.69" _0 0.12- Tc=15.0 min 0.1 CN=98 0.08 0.06 0.04 0.02 0- 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) EnZineer's Report Rye Brook,New York 22 Beachwood Blvd APPENDIX B Soils Report Sod Map—Westchester County,New York 611450 611460 611470 611480 611490 611500 611510 611520 611530 611540 41`1'25"N 41°1'25"N g. SdS %w$� r•,�a� d S 41"1'21'N 41"1'21"N 611450 6,1460 61147D 61148D 61= 611500 611S10 mmo 611= 611S,0 3 3 Map Scale:1:619 ifprintBd an A porb-at(85"x 11'shed mabn N 0 5 10 ail 30 AAid projedim:Web Mmutor Cmrlamacdnates:WAS84 Edge tics:UTM Zme 18N WGS84 uSDA Natural Resources Web Soil Survey 3/9/2021 +O Conservation Service National Cooperative Soil Survey Page 1 of 3 � o 0 N N N -p O m m CD m'� m - L m m co Ol N ro I U N N 11 cn Q O a m o o ' m o r m u m m 3 c o m U T O a I n ° fLJ O y m Vr IDO C C p y m Ol E U m V m p E o my U) o E N n 3 m uj > m n n �O m E w C 7 3 m � � Y m •- O Z75 I ai cl o � m m vi 'v c4 } E c5 m � °m O I m n m O - (") C n N 7 y U p -3 « C m N E m 'Er' 1c, ari o C7 0 - Z eo-0 cn Cca ,� L E Na c .t.. t m C d m - VOi m Q Z N 30 N L p `m N o nn 3 E U w m �' t �' c m a 3 N m o �y a R CRJ R L m L N c _n LL N E p1 .mD y4 � U O `m '� R c 00 m U T d1 n CL N R O T m> Y O O m I O O U T m C _� U "' p `y cD N O E m N Z .0 a -� O N C. N 2 Z M _O O W B D N'- N n O@ E T _ c m -p t O o 7 m U-O m t C Q.0 m a p ` mmo.a m ° � �oU� _ate_ m "�° o m � Qm � Q °mZ (nn _ ( 'nE ' d wnm m > m cnm .�E° E i C o pd Z �oW �>. N u -0m ® 00 T La ` ° U) m .2 mE Op U) U In m c _ O U .= N ° '� Q n 0 R v L m b y C �'O co ai a U a N ° C N m n m (n N N O c, E m n m to m j D p n.m m 0 7 N C m N co L >>m C C O U m m p ??O p m O N U L O O m ^ L E m L 7 w E = U N a E U) ? U n'O Q m ►- O U) (n U) C3 CA `o 3 aTi o Z Z � T U) C a) 7 N V1 O U ) > r � n U N cn m O a 3a c r s d m 3 tt c cLcno. m om Zc a L o Ui m 9 a Nd c � L° o O OU) mm E0 _0 oCD n a c U) in v ; in o Z) 0 o m c m t c m Z 55 LL o d + LV w � A 3 � m W J C Q °Q N m o m C CO U) c C L. y (L J a N E m a� E _ _ om d ow` _ m_ CL En Y C. ) UJma a a a_ O O d p V) m a ID o m > N O 13 c > o o oo m o w m pU m c o U) Ui En m m U U C7 C7 J J a in m ° 4) c n 0 m N • U) 3 C Q VJ N O m .- a' R � m O N C R O Z U Soil Map—Westchester County,New York Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI UWB Urban land-Woodbridge 0.7 100.0% j complex,3 to 8 percent slopes Totals for Area of Interest 0.7 IQILQ . t ism Natural Resources Web Soil Survey 3/9/2021 Conservation Service National Cooperative Soil Survey Page 3 of 3 Laura Petersen From: Tara Gerardi Sent: Friday, March 26, 2021 11:38 AM To: Laura Petersen Subject: FW: Korpi - Information I'ara A G erar& Secretary - Aanning Board, Zoning Board-of.Appeals & Arch i►tecturaC Rev tew Board T lCage of Rye Brook 938 Xing Street Rye Brook, New York 10573 Office (914) 939-0668 Fax (914) 939-5801 From: Dan Sherman<dan.danshermanlandscape@gmail.com> Sent: Friday, March 26, 2021 11:03 AM To:Tara Gerardi<tgerardi@ryebrook.org> Subject: Korpi- Information Hi Tara, Here is the requested information for Korpi. I just saw in the emails now that Laura sent something yesterday about this. Apologies for missing it. Homeowner Phone: (917) 363-1317 Contractor: Blue Haven Pools Dominick Solitario 914-313-6346 Thanks Tara! Angie i Laura Petersen From: Dan Sherman <dan.danshermanlandscape@gmail.com> Sent: Friday, March 26, 2021 12:41 PM To: Tara Gerardi; Laura Petersen Subject: Fwd: Korpi One Call Tara and Laura Here's the dig safe number for Korpi. Please let me know when the permit is ready to be picked up. Angie ---------- Forwarded message --------- From: Mary Utter<mutter@bluehavenpoolsne.com> Date: Fri, Mar 26, 2021 at 12:36 PM Subject: Korpi One Call To: dan.danshermanlandscape@gmail.com <dan.danshermanlandscape@gmail.com> Good Afternoon, Here is the One Call number for Korpi: 03261—001 - 246 Thanks, Maiy Utter Mary Utter Blue Haven Pools &Spas by Calvitti 1108 Kings Hwy 1 Chester, NY 10918 914-688-1994 mutter@bluehavenpooIsne.com %P-91 e ME54 HNEN Pew By Ca1vitti z \ ► / ! � � 11•d r. v :a"yll�1/�1+111i1: a ..` ' ti1Fi1! i a° 1 ..1� t �. O :s y4�f L d N co O J a G L O >" N I E 'O •` y I- L U C 40 \ ) L O U / y r �\ •/ny _ O O' � [tom) Q m ... �„ 'd c O a ce0o lJo LL r . , O °" hi. ` c d Z COLT W N > of )s l •.r,.y• i�.il W 0. co r••l 0 J Q co 1p owo CZ co `L{G. L LTA it pi'a �i 1�n r;i 33� j o o s \\ O 1 M e- 6i O �r Cd pia:: � Y � L•' 1 � i 0 4 V ti 95 ' \ �. . _ , 1 1 '�'I! � ! � l►►�/!i ..c � _ �� +� ;s�� ri�.11► IIR t , ;► •Ii. -. , MOM ! �►�11�►�1 �IIO/t/l'� ' fi�„„�yy##�+'��Itatll .q; 1••� /� K... y.i 1' iy i r. �� .wr ♦�S} l� �Ot`.• 7♦ x �� r i r ® DATE(MM/DD/YYYY) ACORO CERTIFICATE OF LIABILITY INSURANCE 03/16/2021 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 Anthony Dougherty NAME: BURTON&COMPANY INC. PHCONENo (610)278-1880 FAX Ext: A/C,No (610)278-1884 AI 1400 Granary Road E-MAIL certs@burton-inc.com ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# Blue Bell PA 19422 INSURER A: Firstline Insurance Company 40100 INSURED INSURER B: Harford Mutual Insurance Company 14141 Calvittl Pools&Spas Inc. INSURER C DBA:Blue Haven Pools INSURER D: 2273 North Penn Road INSURER E Hatfield PA 19440 INSURER F COVERAGES CERTIFICATE NUMBER: CL212802505 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 AUDIL bUtSK POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYri LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE �OCCUR PREMISES Ea occurrence $ 100,000 MED EXP(Any one person) $ 10,000 A Y Y 9201108 02/15/2021 02/15/2022 PERSONAL BADVINJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: I GENERAL AGGREGATE $ 2,000,000 POLICY X PRO 2,000,000 JECT LOC PRODUCTS-COMP/OPAGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident X ANY AUTO BODILY INJURY(Per person) $ B OWNED SCHEDULED Y Y CA10294055 02/15/2021 02/15/2022 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident $ X UMBRELLA LU1B OCCUR EACH OCCURRENCE $ 2,000,000 X B EXCESS LIAB CLAIMS-MADE Y Y CU10294383 02/15/2021 02/15/2022 AGGREGATE $ 2,000,000 DED I X RETENTION$ 10,000 $ WORKERS COMPENSATION X STATUTE ER AND EMPLOYERS'LIABILITY Y/N 1,000,000 B ANY PROPRIETOR/PARTNER/EXECUTNE NIA Y WC10293928 02/15/2021 O2/15/2022 E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/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 Village of Rye Brook ACCORDANCE WITH THE POLICY PROVISIONS. 938 King Street AUTHORIZED REPRESENTATIVE Rye Brook NY 10573 '���___ C_I ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD NYSIF New York Stutc�nsuranc,,Fund WESTCHESTER ONE,44 SOUTH BROADWAY, LOTH FLOOR,WHITE PLAINS,NY 10601-4411 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE o � .o ^A^A^^ 223417587 BURTON&COMPANY INC 1400 GRANARY RD • BLUE BELL PA 19422 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER CALVITTI POOLS&SPAS INC DBA VILLAGE OF RYE BROOK BLUE HAVEN POOLS&SPAS(A NJ CO.) 938 KING STREET 2273 N. PENN ROAD RYE BROOK NY 10573 HATFIELD PA 19440 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE W2436 569-4 242340 02/02/2021 TO 02/02/2022 3/16/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2436 569-4, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT RAYMOND CALVITTI VICE PRESIDENT ANTHONY CALVITTI CALVITTI POOLS&SPAS INC DBA BLUE HAVEN POOLS&SPAS (A NJ CO) 2OF2 REPLACES PREVIOUS E89 WHICH NAMED DBA ONLY IN ERROR THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:804366632 U-26.3 Laura Petersen From: Mike Izzo Sent: Monday,July 12, 2021 10:58 AM 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: Monday, July 12, 2021 10:01 AM To: Mike Izzo <MIzzo@ryebrook.org> Subject: Message from Dig Safely New York, Inc. (DSNY) ****LATE**** DIG REQUEST from DSNY for: VIL RYE BROOK Taken: 07/12/2021 10:00 To: VIL RYE BROOK PRIMARY Transmitted: 07/12/2021 10:01 00002 Ticket: 07071-000-831-01 Type: Late Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 22 To: Name: BEECHWOOD BLVD Cross: From: To: Name Offset: ------------------------------------------------------------------------------ Locate: BACK YARD NearSt: KING ST Means of Excavation: MINI EXCAVATOR Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: N Work Type: DRY WELL INSTALL Estimated Work Complete Date: 07/26/2021 Depth of excavation: 5 FEET Site dimensions: Length 20 FEET Width 20 FEET Start Date and Time: 07/12/2021 10:00 Must Start By: 07/26/2021 ------------------------------------------------------------------------------ Contact Name: EDDIE ZAMORA Company: GREEN NATURE LANDSCAPE & DESIGN Addrl: PO BOX 506 Addr2: City: MOUNT KISCO State: NY Zip: 10595 1 Phone: 914-659-0055 Fax: Email: greenature@aol.com Field Contact: EDDIE ZAMORA Alt Phone: 914-659-0055 Email- greenature@aol.com Working for: MR. & MS. KORPE ------------------------------------------------------------------------------ Comments: WILL BE MARKED OUT SHORTLY Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 2 Laura Petersen From: Mike Izzo Sent: Friday, March 26, 2021 6:00 PM 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 26, 2021 at 12:30:59 PM 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: 03/26/2021 12:29 To: VIL RYE BROOK PRIMARY Transmitted: 03/26/2021 12:30 00001 Ticket: 03261-001-246-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 22 To: Name: BEECHWOOD BLVD Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: BACK YARD NearSt: WOODLAND DR & KING ST Means of Excavation: BACKHOE Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: N Work Type: INSTALL POOL Estimated Work Complete Date: 04/03/2021 Depth of excavation: 8 FEET Site dimensions: Length 40 FEET Width 20 FEET Start Date and Time: 04/02/2021 07:00 Must Start By: 04/16/2021 ------------------------------------------------------------------------------ Contact Name: MARY UTTER Company: BLUE HAVEN POOLS Addr1: 202 PINE HOLLOW WAY Addr2: 1 • City:CHESTER State: NY Zip: 10918 Phone: 914-688-1994 Fax: Email: mutter@bluehavenpoolsne.com Field Contact: DOMINICK SOLITARIO Alt Phone: 914-313-6346 Email: dsolitario@bluehavenpoolsne.com Working for: MARNIE KORPI ------------------------------------------------------------------------------ Comments: Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA CON-ED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 2 :3 0 � ° � zc — < j C ° 0 x 0� < cn N C' CD-0 $� O(Dn (D Can _ cc o o D -3 -10 � = Q 4 r} Q D. o Q . O > �o O0�p a_ CIO)o -Q- Q ---1 U)5,;:; cD F_ N -• (D (D (b o �+ � O Q Q � � 0 o (D ' :33 ° ' -, -� O (Dc�0 o O (.0 � �. Q O � C<D N �•° U O CL j r+- 0 77 cn o •• U r-� (D -4, a Q rn O Q (D 0=�� ° ° �� Macadam Driveway N O <' O Q :3 0�� -. -. � � Q ° D = W a � a� � � � O Q O n 3 C7� cn o-0 -0I m S48 00 00 � .� - 0 - o W o 300. 00 � Q � O � (b � Q -. < o r* Q r+ < = Oo cn rn Z r (D (D (n N n `moo = N N N � p O O � ° ° r�U0 ° 0 m .- W ore, _ �• 4'� Chain Link Fence O v 'oOD D o N ,- .� .D oo J •i � Zit = Co F .. r+ CD CD '� rn C 3 S< � p _' .w .`1 �p.r Q .\`_sI/ ..`` ^i - ' O (� (D vJ'O- o CD CA (D 46 CN.1 (D ? X'3 Ul i W O .� - - p _,, 0 (D r-�(D r+ 3 (D .*Q aco 0 N (D cD r+ 0 �I o i � �' U) o °' o rn ° O D D CD r-r CD N ,°+ 0 _ ° L4 o w 3 Tt U' a 3 (� CD r+ D 3 n (n �(D (n � � 0 Oo N � , � �• ? � o co (D 0 � � (D Q �< (D -. o ° `° Q ; o o, 0-�--�N �, o t° i° w I O cQ Q cn _ LPJ I I v p°�� • o N '°' rOQ,.-•� � ;-�- --�- o o OS: 41 CD Q (Do ° LD to oo Flag Walk CD CA � o o oo (� O O3 3 � � to . � � ° :3 vCpo (D (D O � Q`° � °3 x CA Cur D C � 1* -4 -+, _ o one � � A Maca 0• n � �� Dri way � 0 Q � � Q0 o O (D OD o po p Co. � wO 0) (D A0 00 po � O 'O w 0o (A� C W O 1 o� � W Fla 00 PD CA W41 0 OD ° Walk00 OD :p o o wCD oLn � O: rnw •• nU� )3 0) (DOD D (n (T1 OD N N N 47 Chain Link Fence c (n � N N J oo oOD � o �, :� � 0 300- 00 � N 4 8 0 0 0 0 E U1 N - (D r+0 -4 -� 0 C:: C D,fi O � O (D F_ O S rn N (D r-z I � I ~i go k< � * C O o ro -c -< v D :3 a0 D r (D En M 0 -° 3 (D Cn Q � ° Q. — O z ° (D c: > gym Cr" C o '' zO l ° 0-c F o �'(D o C7 a (D rt C7 ��� ZM-n �A (D 0 . Q O m ;a ;0 0`` �m c �' n U, CA z r-t M �' • --� C 0 0 C: 01 m O V 0 Z © 00 C7 c cD � cQ O 3 O a -�7C O o M O (D x (Jl - � 0 WOODLAND DRIVE O o • 0 00 3 O W 100.00 R 420-001-00,W. 100flo C0 L9,7 \ \ 6n \ ,f ' S 0 F (S) -5-——— 12"Red C !�F "ree Protection Per Topecil Tres Protect on Per /> Petall.Typical 1. V-14 fmPle I ftxkpiltl OF Derail.ryp"I I Red MW4 Area riple 'I Two:52"x 90CIr x 305'"Cultec" Rea&We TF I/ Recharger 330 Chambers Set;in 11-6"x 10-a x 3-163*Or Crv5h--d 5tone, (For Pawl)For Roof Lzadcr,5 j I Y (Mitt 10-CY'Frar.Nid.ing >"* &Any Property L ne) sz T F,, 0z 0 1 1 15"Rzd m 64 Norway Mmle I I LJL J I j i '48*�14 Derry ,Norway MA* C)C) 5F -�i-id Cherry Proposed 22-o'l SF > Patio On Grade(Bluestone Dz Set In 5.,"06.5t 8�;r'1riV6'G'ru5heJ Stone Tree Removal Brtakdmrr 77: > P m.Ta5t 11 > c) rrezf,To De Location Ore,:6'Wild Oterry Tree Circle U U-i (Existing tkn-Comforrrim, F One:'"FlowertV Pear Trw. Lot) ef: "Y 97.5+ LU .......... . ................. Q) are l l Propo5ed Re-51dence Zleap:q LLJ Earthwork Dri*clmyri: Ci I i� Fir5t Floor Bev. 101.5 K f. 9F S'F ATro)L Arnourit Of Matzria To X /Y,% A M be Excavated: 400 cu y,43. .... 0 OF 6F "rax.Anumit Of Fill A4jacerm A X0, Adjacent: 160 rm Y.-jq. djaccrm 1 1 C'N A L ...... 7' ........... CN� en .......... Afprox.Arna.xit Of Matzr*a-To ........ .... ....... A7 To Be mbmh-,d 14.1 ft 1?=ovcl Firm The 5ite., 240 cu yr-4,5. Existing R-esidem.c, Approx.,"owt Of Aqtenal To .... .. 71 cu YCJ5. Ell 5F 28-5L�W 4 0 Or q,- 28'Srja 10 . V- * W I I i -, Three:36'x 90'x 30.5�'Cutvec," S- -41 Contractor 100 Chart-em 55%ev In C%'. 1 0 1 .e'l 0 1 Trr- 10-6'x 104Y x','-6'Of Crushed C\J ( } l 1_— p,, I�el r. r I,- ! 5tcre(Per C�,-tali)For Foutirg 24," Prairie C\� if 1 71 C, erc Test 0 .1 Twa.52"x 99 x 30.5-'Cuitec" d�� Location' --", 0 Racharger 3,30 Chambers.5dr,In "Y"'of Crushed 5t:orz TF -1— .--- I I It— -< I T 1T-6"x 10-0'x-45 24"�Lcrway 0 2jV Ntrway (Per petal)For Roof Leaders Exi%;iq At)phalt Surfaceci 5pmjcc 5prbec',-,, Drli,eway To Dr,Remov!4. (Min 10�-O'Frorn Building ASS i 0 LA-4�I' I Remove 5urf ' 6.5 52 44 1 , I &,Ajly Property Line Two-I- x 90"x 30.5""Culrzc' t4 a I ., Fi ?-xharacr 5er.In W Proposed Asphalt Surfaced Ease To Aroma To Be Flantzd Wt.mewi -6"x XY-Cy'x"Y-6"Of Crushed Stone Driveway,W 6'5tone Curbine ArW PlanrM -.r Propootd T� It 9 T 4',0' �j I (Per Detail)for Roof Leaders V�br*ay Red Maple Land-vicaping Plan 0 1 Min.1(,'-C'Frm E�ijildirg I&*Xway:I�1 kE- G, -.9" spruce j L-JL-J Any Property Une) rF---,I Fmr.52"x 90"x 30.5""CUtc-c" t t,r'i -haAw I m Set In N', Silt Few ng Per CX--tai I -lL-J 1?-6'x 20'-0'xi-6'0f Crushed Swiv Silt Fencer Per NtaiV Limit,of Gonetructor.PelVeation Job r: 0&51 Urnit of Coretruction r/elirication 5F (Per Petal)For Prive%vay Drainage 29'Nriway U) JL -/------.5F. -51F. 22*Wrimay I I ---C -1 q:=-!/ - ell j Spnice @ I'- F- Pate:11/20/08 V S.420-00-410-W. .......... .................... TVVn Msple LA 1 1-1 4- ............... 1151- S.19*0-001-col W. "U i i X0... Vwk -7'Pear It- K I f X7'Fear TF'-7'P6r • < I co 01 N to RqAace Exioting 5anirary Sewer Line 0, W/.New 4"I-t-,Z,,y-Outy Cl Pipa. >C- 9 Location Of Existing Connembn I i 8 0 Iq To Kmain I� F \ l V$ a Exist. ........ jEf N 0 4) -XZ Exie,t,CA Kepair/Ke5tore Gurbing At bit�cchwood 13 1 v d . Existing Pmeway Opermra, Replace Ex,5tmg Gas Service, co , 131 v a Location Of Ex*time 14,11 6"Asphalt Curbing,A!5 W 0 0 5orvic-,To 9,errain 0 Directed by The V!iiage I.- Engineer .......... < 0-0 Note:Provide 5tai7ilized CL V) Conetructm Acces,,.,Notation: Comtmr.tm Entrance/ CL tjj� The Existing Asphair Driveway 61 o Serve----- Tracking Pad A.5 Per Detail < < Ae The Gonsr=tlon Access Lftll Such Rrvace Water 5mic.-, Trne'rhat The W*Prtvewy 5.fta5r,15 To Vil.New 1 112'Copp-,r Water'Service UJI Be EstabiroheA At Which Timm The Vrr ed Ten, rary Construction Access re�;tarld.As Per The Sits r ex U riai And PCU16. CX Copyright 2OC45 SITE F L A N "A" Exieitine Condition50emo. I'lan Richa,4 Mu5tacato Grppj A5sociatao All 1?jeht5 Re5erved Sc-ilp,:T' 20'--01- V: ED SITE F LAN 13" ; Pro 05M COnditior15 -D :7.1 SCA If,:1 201-011 ......................... r A( ....... . ............. ........... . ..................... ..... ............. SNOISIAMI 6-8£6060#' '3'dSAN IN iSWHO 9 nlu Lj_ LL (f) cl) LL U) 0)(0 z 0 dp" (o u II N u d wQ 4Lij � J D 00 U U) Z) LU > O a� LLJ Q 2 W 0 Z W Q chi_) _ 0 d W U Z sz"rox i( N 9/00Ig arfy/rO abe/%� P4/g OOOAf 110.9,9$ZZ 30N3GIS32��(&JON NVId31S L a ca C w C a,)O a) a) a -C E m -Cc: cu o a c Co O o co c >- oU ED 0 o m o (D lon m c ca t o m >, O a) O to a) a) m m O O cn O 0 m m O C C c O O ° O C1 N U 00 �a >,o 3 U000 cn w Co c N X a)i CO 0 O� c a) c .� a) a) p O m �. L O m O O a) = O L L Z C O N C2 O C O >, () O C1 a) O 0CL C m L L p ++ .L+ E m O C 'U S; N c a) U Q (3 �O cu L1CL 0 0 1 cu >+ a) @ �' v- N C m C U O -O cu yL U C a) m 0 O o� occn: c c ��� c m� cn O c U a Qo o o c a) cu O O„ m o U ,a) c O a) U () O C Y 04 E- m ami m m e E a) m� m c U cn C) �o}_ Ea)cu .ram .•,��omc m cn O Z '> C a) VO O a) O C O 'o a) O m N >+ ::. m L `C o E 'm 3 00 mOm�� cc>u>aai �7 CD LE 4) ��c0mo o cou)cE m 3LOL ma iuOL-aooC, co oa)o U) c o 'c CCDC ac a) a) Co 'oUmO U a(cLn oor or0 c -cc c UX U _@'o E .2a) NO `= L ma -c�O 0 O t (n E �' 0om ' CD cmo cu 'a '0-C cN°of>cm mc ow:nc O O >O m2 E ma)Os0, S f oc CL `a ' O c O � ao po c o =_ Q 0)_ CL o` vo0Nlo =cnc c U(D "cCN m u o C E C >, aO c c >, M o a� w w E 2 n c cu H CL Co Ly o m : J a) (D N C`) d Ln Cfl W N CM 4 Ln 5 90906,1(N `sure/d a114111l anua� yyd/eyyg lZIRM.6eueW uoi�.�n��suo,� - .�a�ehui�O,rs - atis C) UBISOa bulJ99ulbu3 limo o N . ' � 1 12� H w � � d JIHOSlfl S ?OHdO S J W W cUn co 0 z ow CV in w ® Q Lit — loll Q cc U- wZ © J Q j m 0 Z W W I F W 0 z ? v � LLI I I o p m U O O Z U < R O O U O U � W iY U Z CL W a It N N 0 z m 0 J or S 2z W w C7 U W w O 2 B U aa � I �®® ®®00 � L-9U060 # '011 '3'd SAN JIHosin 'S 83HdOISIHHa rL906 ;( N *00./9 ar(&JO aBe1/� sU/e / ,0-1/9,000-HI aa91Z 90906.fN /ci a l41114 � '01 33 a& 9r711,9,4V410I Y99 z 0t 30N�C7IS3?1 Id�IOBI 1uau/,6eue"uZ?//,0/UIS1100 - .A91&1;W../O1S - 011S 3 N 0 u�isaa 6ui�aaui6u� Iini� a N O N '32d `JIHosin 'S 2J3HdOiSI�IHO Co �ey� SIIdl3a NOIlof1�1SN0� Q w W SNOiSin3� s a� �, o n ° W U W d W V) 4: ¢� dui U PO J m = O J x >: V) m W } 0 CL z W 3 = OQ �W a� NJ g L a Up Zcai O W U `zW z Z 4a > UV i $w I R w *o g oa3� N N O _ U) O w �O 0- a�d�w o 3p M Z� w �� ptn ZF? 1Z o W Z� i0 O� w v O Z O a to a pm F- p Z �, 00 �� �a �rr�o Wa a O� pZIn Z Z_ WE Wed Zmo a m Z� d a ci ZO z o - Ld aw < pZ OZON O v P3i to a w rn w 0� ZOU zg F Q (- L t0 to < o a W oW �n U� U w Q Z F od7a t- to w w ,�� ,y`°ti % %' of�� W Z W o z m o g o z W = o z w 2 M, z m v W w b o w a z — a v V) w m_w m k' N wa ow o 30O xw3 xz O Oz IX �'a zo >?, 'ern wc�no W wr F-O o O t= W 09 < zo m pd Z*W�ccaZ z a owpao \\/ Zztoo¢ F �mW,.o mw amN N,WX wMM z p o z wb5 t tr=m i ley) o w~ U am wO aym wa~w z y z %/\\d ui o Q Z m w o 3cna z�3m o ?W j/j% M C� _ r„ g w z" cwizZ zzom 3 U� Q 1;i\ '� U LLJ le oozo 1zam�D no; wR \ to a i'ow Mtn tnwa 2a.a2 ntn am z jj\\Jj U Ci vi 4 ui td r-: ad of O U w J c� zcn wi U w ✓`•\j\� V '\/\i /\/, j \� f\'r e m a NIW ,OL w CL NiW ,Ot Z t4i= ai d m� V) m� a F e ee O Z$ o°e o e o o ° 'e..o. z Z J U h' 1 O o°e , °°° ee eo° e° ee° O �+- W o Z° Z °o°°e" 0 iq o° U 6 w w o j m (n 0 m SQ �? R W z N M� _do w w Z) i tO W z > m U O V WW z Q ZN < f-- UQ 04:3 a- a Vj _ U W a n. w V O o° J z p z z N� — �w� W N W � W W m g f-Z O 5 o 0 F S m Z CZ� Y N fn Ww Q m W Z W � V F Oz to O �3 0 to o rr No Z a a 0 c� IL m a O ow ad p a F 00., N 0 N +l .i o W(n O F z m l- N p a NOF Z W o a O Z �° w o 8 z wo Z a o Z Z o zFo w Z W LJtoil O O OZ W m I.1- p� a z3 O W to ° J z g� N W o a G U a. j a Z a W , it S W a wLS .0 QF m Z w Z F US C et av FZ 0a O O 2= m X a V 0 m `j Z N fn \ Z Z F Z Z Q d U 0 w j w tZo Z a N W o- O z Iw w t- F a w cY3 z z w D� o �m 0 4 (V tM 4 ui cd Wq e yip. W:- : '6'r. c� m m v+ i to d' L* C i ii z z fn w i y' N p i. 2 g a. W to i m W y z z i i i i i ,� r l i i i i i i Z fn S 0 ¢ Z r� `vn Z O m C9 Q pw,, i i i i i o z Q m y N i i i i i i to F 0d a U- 0 0 o g.: uj N O y p mm F- O z 3a F- a top z is i i i i i i i N Z C(YO� v0i 4layJ,1 h� € g �3 i i O Z N 8 c W i i i i i j � to o to W = o p i i i i wo y m a--titw$k an ux 0. w to i i i 0 D Z p m0 ¢ -� gip , _ (A o (j) Z C (A S O C O � p� z -- 0 (D t-4--1 - ° O Q 0 < a �%`C s v - C<D I �•�O D 1 n O ° O � a3 (D (jo 7 CDd CO) Q (1) () (A 0- O rr1 X I 0 < o ° (D C) �• x- z CD N. (DCD CD 0 � --° 0 �" CD Q O• CoO 0 4,-a ,..� O ?.a 7 C O � C7 (D Z3 00 mesa-° - FT1 0 •• Q O Q �� O a s c� � O r-+- O n cn ° �a Macadam Driveway 0 -� o n ° 0 o' N O O O 0 � � � : 0 ° � _ 'S4800 0o W � o � �• � cn m _C ° � o 300- 00 _. OQ Q� � (f) ,,�N bo (D (n �. N o =7 0 N N N � Z Q• 3 Q Q . (p n �-F-!� O O Oo — �__ 00 O C7 Q oo ' - pier oQD � m = _ = 4 High�;Chain Link Fence N w + Q�' O ° N - - cD OD cn N l V � N M -03 "1O (D(D ____ _ ----- o cn till�,�rr o ° •� o W 0 00°..�o Iv oo o z O -fi O CD (n•CD O rn`< � O j `es� o a Ul co CC _. OD � a o o - r �, (D v Z3 � o I I vr« cp-D•O°�l,°O ovD � rr ry j cv,� v, wN ' o ' v _ O CD X -01 �--� O C)(r+D rCQno O � (D ° § D l + 0 Q 0 n + . . 00 C ' n L�• cN cn CD ° DC)o CDo Q 0 v N ao alk � c g 0 10 D oo o � C r�D+ P. � (� ,O 4 co N (A3 0 n CDQ � M B: cD(+ N — GL X r Cu l I CO 0 Stone 0 -� r , A� o (A- _,a 0 Q CD (p rr . (A— -' D Drivewa 1 ,.4 CA r o c(D �; Macadam 00 o -r ��� 9 O r�- to 0 v ooO I(D W v O cn0 O O v 'o (1)*A o v - _ cf �° C) N c4 (C) o O 0 3 O �° a v' pp CD o° . (A 00 rn w jO CCZDD7 Co CPJ cn 3 N N C O -4 W� v N G (n W cn CD 00 00 11 (A �I ��� � Q' (D I�n - 00 4 Chain Link Fence C: Co Cn O v n o > » J = (C °� N 48 00 E 0 300. 00 a CD O a O O O C:: 1 a � O 3 1 �rn O O s ~-4 o (Do Z FT] Noma ` C -Phl O O No =3co D D CDa� r cn -� M O //CD (D 0 Z l _.(D 0 OD C O� ,ACC``o o ^ "j � Z 0 C) F -9 — < d r .� (D ° '2 1"rl oo °i "` cn Z C m ate ° �� // ...� 07 )rZI7 ° oy � �. \/ r �. G Gj a N �o ®-n 1 (n 1 O Q4 0 61 � � moU oo Q� . ' � a� ; - c� ZIt ,..� > I�D..� N KC cry �O 0 0 I C CO) u �Dv r� Zr ° R � oo > � d CL CDa K;o —f o 3 O '.� 4 U �U �, IT!0 cn o 0o O CD 01 o ° z 0 --qW.J � WOODLAND DRIVE 00 o 01 w °� 3 0 .v