Loading...
HomeMy WebLinkAboutBP18-057PERMIT # —off DATE EXP:_.�._ SECTION 59LR BLOCK I LJL APPROVALS TYPE OF WORK �t�ll) I V1-i�VOL(YIGi' . LO Tne S koaSeJ'nP /��' =FRS rYI ,�/ aD/� JOB LOCATION CONTRALTO E cos VT TCO # f/2 Slier, , ; " ' G A c� cvin�occ�� lr� e� � -�c�v 7 ,may i/J7. �I7J�J� • `�D�l EZHA THER twlow RATE Expired Letter Sent FEE DATE f � ' lao ig .� AREQUIRED&BUiLT1F#NSURVEY b t1 FINAL MiSPECTION INSPECTION RECORD DATE `6 FOOTING FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING Gir RGH PLUMBING GAS SPRINKLER ELECTRIC La,! LOW -VOLT m ALARM ED AS BUILT Z Ztq FINAL INSP Open Permit Letter Sent Expired Letter Sent VILLAGE OF RYE BROOK WESTCHESTER COUNTY, NEW YORK 'No : 25- 138 Certificate of Occupancy This is to certify thatkrl-Ehnal? Paia kv/ of, kye J Vyon , NY , having duly filed an application on J2fivaty c2 , 20�requesting a Certificate of Occupancy for the premises known as, Rye Brook,NY, located in a R c> Zoning District and shown on the most current Tax Map as Section: 135OR Block: Lot: and having fully complied withthe requirements of the Building Code and the Zoning Ordinance under Building Permit No. )B—cs / , issued 5/,S 20LL, 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: R3 e-L / /--Construction: for the following purposes: / 1 I)a r►e-w kshcd, new Lvmaows � le2kooe �-S�achit-al a1Je1Vy.16"-9T 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 ilities shall be made, and no enlargement, whether by extending on any side or by increasing in height shall be made nor all a building be moved from one location to another until a permit to accomplish such change has een btaine om e i ' g Inspector. Building Inspector,Village of Rye Brook: Date: OCT 2 9 2025 BUILDIN I3 � �2 MENT For offic&u , PERMIT 67 A1.IVILLAGE OF RYE BROOK ISSUED:JAN 2 8 2020 38 KING STREET,RYE BROOK,NEW YORK 10573 DATE: I(914)939-0668-i lAX(914)939-5801 FEE: AID VILLAGE OF RYE BROOK a2�,wj%hro9k.org BUILDING DEPARTMENT APPLICATION FOR CERTIFICATE OF OCCUPANCY, CERTIFICATE OF COMPLIANCE, AND CERTIFICATION OF FINAL COSTS TO BE SUBMITTED ONLY UPON COMPLETION OF ALL WORK, AND PRIOR TO THE FINAL INSPECTION irtiittt►#!#####!#tuffti#lirtrtrt###itiit#iti#f#!##!###t###it#it#it##■R#iff#!##!!##i#tirt#i#iif#!######rt###itiiitii###i#####!####■ Address: S M MCLOOAllark 44 P' e ,_/mot N. Y Occupancy/Use:I—F Parcel ID#: 4 Zone: Owner: _4k Address:P.E./R.A. or Contractor:JW W t� G t9OPW-Sf` Address: 161 W Lgkestfore Dr at*iol Person in responsible charge: 40k4-<j1.RQ I t K e6 41Q NAddress:�#e40'(9W Q� R4 K?YC &M� r /) 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,uCOUNTY OF WESTCHESTER as: L�. k ) Q+31 JN 1 S`1�A N being duly sworn,deposes and says that he/she resides at� ��N�` ��' (Print Name of Applicant) (No.and Street) y in Rye 8 PWJk in the County of IAl es fck es-1 e r in the State of I ,that (city/Town/Village) he/she has supervised the work at the location indicated above,and that the actual total cost of the work,including all site improvements,labor, materials,scaffolding,fixed equipment,professional fees,and including the monetary value of any materials and labor which may have been donated gratis was:$ 1 CLO for the construction or alteration of: Pm© r _S P/^ �T et W ail_ 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 )ignature worn to efore me this day of , 209� y f , 20-ID Signature of P of Applicant �s�►►� Jh9 4 A) wao"'114) . %tNaZo1F?r0drty Owner Print Name of plicant Notary Public otary blic SHARI,AELILLO Notary Fub!ic, State of New York 3n1i19 No.01 ME6160063 Ouslif!ed in Westchester Coun ���I-am Expires January 29. 20 �yE 4RCq'• Q/ o 1962 BUILDING DEPARTMENT B BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS C/ 1 V j 4. .,( �_l � DATE: ` --� (� ` F PERMIT# LJ ISSUED: ! SECT: BLOCK: LOT: T, ,✓Cl_)� OCCUPANCY: LOCATION: � - ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION \ Q REQUIRED ❑ FOOTING \ �� ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE BR(, F o 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK lb CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS:— " ' ! \ 1 �- DATE' j J 2. 0 PERMIT# ISSUED:—f7t-kWECT: ' BLOCK: LOT: LOCATION: r OCCUPANCY: c_ ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION❑ NATURAL GAS 0 ❑ L.P. Gas ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING S �P ❑ CROSS CONNECTION FINAL ❑ OTHER Q�E BR&. 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR �SSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK OCODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www.ryebrook.orS - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - -- - - - - ADDRESS: � a �- DATE: '-A b t ZUZC PERMIT# � ISSUED: S�I NSECT: V�� BLOCK: LOT: LOCATION: OCCUPANCY: Z-� �1 ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION �\� REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION �_ ^ ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER O O C-�' U A('CPS ❑ FINAL PLUMBING PL ❑ CROSS CONNECTION ❑ FINAL OTHER BRC�v�" O ym W l7 1932 BUILDING DEPARTMENT ❑BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑ VILLAGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 ❑ASSISTANT BUILDING INSPECTOR (914)939-0668 FAX(914) 939-5801 - - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - - ADDRESS: o'// '�"��Of�/t DATE: PERMIT# ISSUED: ,/ SECT: BLOCK: LOT: LOCATION: �/ � /� � OCCUPANCY: CAI VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ATSITE INSPECTION v REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING 0 INSULATION ❑ NATURAL GAS / ` �� �', /`�,/ ❑ FUEL TANK (/ � �iE! �i� K/ !/�� /�— //��/1�►' O FIRE SPRINKLER ' ❑ FINAL PLUMBING / "" � � L Z—,057 ❑ FINAL or O OTHER �"Awl ,��� CL1�iTs dui BRC�v� O Zm w � Q�/ SOY 1932 BUILDING DEPARTMENT ❑BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑ VILLAGE ENGINEER 93 8 KING STREET RYE BROOK,NY 10573 ❑ASSISTANT BUILDING INSPECTOR (914) 939-0668 FAx(914)939-5801 - - - - - - - - -- - ------- - - - INSPECTION REPORT -- - - -- - - - - - - -- - ---- -- q - 1 '� '�� U�.J 1�J� L � �� DATE: ' Z q ' ADDRESS: PERMIT# p o ISSUED: I I 1 SEC1: \ >•Almx: LOT: `1 LOCATION: ` OCCUPANCY: VIOLATION NOTED THE WORK IS... ❑ ACCEPTED REJECTED/REINSPECTION SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE 0 FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING �� C�l V'� i ❑ ROUGH FRAMING �`( w vv" ❑ INSULATION (fie... N/ ❑ NATURAL GAS ( A ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ FINAL cz @. sQ ❑ OTHER J ax -- a S S�lr� 4aeA <-K'U t("t Q c>n S t 3 CO Wikk A&wc-CL COS c � � C -\ BRC�v� O Zm w � 1932 BUILDING DEPARTMENT 0 BUILDING INSPECTOR VILLAGE OF RYE BROOK 0 VILLAGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 0 ASSISTANT BUILDING INSPECTOR (914) 939-0668 FAx(914)939-5801 - - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - -- - - -- ADDRESS: ���- (l� '` -1 1 C DATE: j PERMIT# - ,1 ISSUED: I O SBCr BL OcX-. LOT: LOCATION: '\ 1 tSP OCCUPANCY: ❑ VIOLATION NOTED Tim WORK IS... ❑ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMING NOTES ON INSPECTION: ❑ ROUGH PLUMING ❑ ROUGH FRAMING ❑ INSULATION 1 Q v `2 1; ~ 0 NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK 0 FIRE SPRINKLER ❑ FINAL PLUMBING ❑ FINAL ❑ OTHER BRC�v� w � BUILDING DEPARTMENT O BUILDING INSPECTOR VILLAGE OF RYE BROOK 0 VILLAGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 ❑ASSISTANT BUILDING INSPECTOR (914)939-0668 FAx(914) 939-5801 - - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - - f ADDRESS: 2C] �L'- . DATE: Z PE�# O� ISSUED: SECT: BLOCK: l LOT: L` LOCATION:-A C Z- OCCUPANCY: ?_11-71 ❑ VIOLATION NOTED Tim WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED 0 FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING 0 ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS - - 0 L.P. GAS ❑ FUEL TANK 0 FIRE SPRINKLER ❑ FINAL PLUMBING ❑ FINAL ❑ OTHER BRC�uk o � c � i >93 BUILDING DEPARTMENT 0 BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑ VILLAGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 ❑ASSISTANT BUILDING INSPECTOR (914) 939-0668 FAx(914)939-5801 - - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - - ADDRESS: PERMIT# ISSUED: 3 SF.c, , 2 O BLOCK: ' LOT: LOCATION: okir S OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... 91 ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION l,�\ r►p r REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE 0 FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING r ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAs ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ FINAL ❑ OTHER ..r 0 L r-I W i 1 a OD 1"I N N Q � a N 14 S M � u S is W z k `� _ o POD on cc ON co 00 c � M w � :•� � � � z A f �✓ a a LTW 00#4 A c J c ►-� O c Y � g n V Q It A oc 06 W z 3 < 3 m G U C O C» d � L� n1 Z w Q Z - c a (2,445 unread)-rajikla@yahoo.com-Yahoo Mail 6/26/18,10:21 AM R CC� C OMC JUN 26 2018 BUILDING DEPARTMENT VILLAGE OF RYE BROOK VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 1 BUILDING DEPARTMENT (914)939-0668 PAX(914)939-5801 4k%c .r)e6rook.org ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR OFFICE USE ONLY BP#: � CJ OS-7 F.P#: I � 150 Approval Date: J UN 2 7 201 Permit Fee:$ Approval Signature: Other: Disapproved: (fees are non-refundable) ********************************* *************************************************************** Application dated, is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/or remove electrical equipment,wiring,fixtures,or to perform other high or low voltage electrical work as per the detailed statement described below. The applicant & property owner, by signing this document agree that all electrical work performed will be in conformance with all applicable Federal,State,County an h Codes. 3 1.Address: tC4 G� as-,SBL: Zone: `�2.Property Owner:P����h ) 9,11f\a(1 AddressA9,M?-J ft:jjQr& eJ . & Ny Phone#: Cell#Up6 3 112-1&1 email:Yal(���olC� tLbl 3D W..n 3.Master Electrician: r- Address: v � Lic.#: Phone#: Cell#: email: Company Name: ff N >;k':E CA(Lc L Address: C1 U 1 R f cal g t R C f` 4.Proposed Electrical Work/Fixture Count: lNi2r'' �Z s t1c,I L, 'Vkk PLC, 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 Rather 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 toWore me this Sworn to ore me this day of 20 day of 20—\q—_ Signor perry Owner r^ ignature o Applicant ame of Property e t Name of Applicant Nstary Public otary Public Notary Public,State of New York SHARI MELILLO No.oiME6160063 Notary Public,State of New York https://mail.yahoo.com/d/fod""r"4F3V BfA8NP44A9 io8i0W�EKSg11UL3Szg1:2.2?fuIIscreen- nj0.01 ME6160063 Page 1 of 1 Commission Expires January 29.20 Qualified it Westchester County Commission Expires January 29.20.-1 Westchester Rockland Electrical Inspection Services, Inc. _Phone: 914-347-3 95 DO NOT WRITE HERE-FOR OFFICE USE ONLY 43 North Lawn Avenue Fax: 914-347-3596 Elmsford NY 10523 r c >' � � � By.!JDING PERMIT NO: TEMP# DATE ' j '80 I'p, US CITY OR VILLAGE_ ZIP CODE TOWNSHIP COUNTY}. STREET At!NQ.OR ROAD_ -^ > POLE NUMBER `U\ ,�-A� 1 i , F\ BETWEEN WHAT TWO CROSS STREETS IS PREMISES LOCATED? SECTION BLOCK LOT OCCUP 'S NAME BUILDING OCCUPANCY OWNER'Sp4AME AND ADDRESS _ HOME TELEPHONE NUMBER CURRENT SUPPLIED BY FROM THEIR OFFICE WORK TELEPHONE NUMBER T=� LIST BELOW ALL EQUIPMENT WHICH YOU INSTALLED NUMBER OF OUTLETS NO.OF FIXTURES& MOTORS HEATERS OFFICE USE LOCATION LAMP RECEPTACLES ONLY SIDEWALL SWITCH INCADE FLUORE NO. H.P.EACH NO. WATTS OUTSIDE IF) r(1., 19 q IE nr) I L; BASEMENT rA 1"FL, IFILL U 2 6 2018 2-FL. 3-FL. -Ljp RTMENT 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 C-; MUST ENTER APPLICANTS IDENTIFICATION NUMBER SERVICE ENTERS BUILDING OVERHEAD[] UNDERGROUND LJ LLL I I I -L 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 TS N cC �G X STREET ADDRESS TELEPHONE NO. CRMsOR POST OFFICE - - ZIP;OD> LICENSE NO.WHEN APPLICABLE -_2 CITY ZIP rEST61EES1Et IKKU11 ELEtT11N1 IIIS1ECIll" RE15SEIVICIf I'' 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: TJN Electric, Inc Prakash & Raja Krishnan 116 Cortland Road Mahopac NY 10541 Located at: 29 Meadowlark Rd, Rye Brook, NY 10573 Certificate Number: 537294 Section: 135.28 Block: 1 Lot: 4 BDC: Permit Number: EP:18-150 BP:18-057 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: 29 Meadowlark Rd, Rye Brook, NY 10573 ❑Basement 01st 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 11/20/2018 Name Quantity Rating Circuit Type Pool Heater 1 Pool Cover 1 Pool Pump 4 1-50 Hp Motor 5 Pool Pool Receptacle(s) 5 GFCI Pool Receptacle(s) 2 Pool Lighting 3 Line Voltage This Certificate has been approved by Westchester Rockland Electrical Inspection Services. A. This certificate may not be altered in any way. el I This certificate is valid for work Derformed before date of ins ection onl . BUIL yE 6 Eu MENT D E C E � V E0 VIL E OF RYE OK OCT - 2 2018 938 IC1Iv ET RYE B ,NY 10573 (914)9 939-5801 VILLAGE OF RYE BROOK w org LBUILDING DEPARTMENT PLUMBING PERMIT APPLICATION FOR OFFICE USE ONLY BP#: ( -o 52 PP#: Approval Date: OCT - 3 2018 Permit Fee: $ I Approval Signature: Other: Disapproved: (fees are non-refundable) ************************** *********************************************************************** Application dated, is hereby made to the Building Inspector of the Village of Rye Brook NY, for the issuance of a Permit to install and/or remove Plumbing as per detailed statement described below.The applicant&property owner,by signing this document agree that said /plumbing work will be in conformance with all applicable Federal, State,County and Local Codes. 1.Address: I / I CA_ S L: Zone: 2.Proposed Work: O J— 0. o_t - 3.Property Owner: �Z..Vn _ Yl n�V\ Address: Z 1 M CCA_ 6—U- Phone#: Cell#: email: 4.Master Plumber: Address: aeZeJA, 0 'a Lic.#: J P S g Phone#: —p — 1Z-well#: email: c Company Name: C S � 1 �L\AA h 1 Ali ddress: pJ'yj U g L✓� QL 7ZE Al / p 9 Lf INDICATE FIXTURES& LINES TO BE INSTALLED AS PER THE FOLL111INC SCHEDULE: Location Water Urinals Drinking $inks Showers Bath Laundry Domestic Fire Sanitary Natural/ Other* Total Closets Fountains Tubs Tubs Service Service Sewer LP Gas Basement 1st Floor 2nd Floor 3`1 Floor 4`s Floor 5`s Floor Exterior 5.* List Other Equipment/Provide Details: O rl el Notarized Signatures Required Next Page -1- 6/1/18 STATE OF NEW Y�ORK,CO UN Y OF WESTCHESTER ) as: `J being duly sworn,deposes and states that he/she is the applicant above named, (print name of indi j1dual signing as the applicant) and further states tha�he is the leg 1 pwner of the property to which this application pertains,or that(s)he is the Ca!'2 -A 5 / for the legal owner and is duly authorized to make and file this application. (indicate at tect,contractor,agent,attorney,etc.) That all statem is contained herein are true to the best of his/her knowledge and belief, and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. By signing this application,the property owner further declares that he/she has inspected the subject property,and that to the best of his/her knowledge there are no roof drains, sump pumps or other prohibited stormwater or groundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property. Sworn to befor me this Sworn to before a this day of ,20� day of 20 --� (�' - Sign roperty Owner §ignature of Appl' t am A� Q��' S�napCc� Ste ; Print Nam f Property Owner int Name of Appli ant Notary PublicSHARI MELILLO No ary PubSHARI MELILLO Notary Public,State of New York Notary Public,State of New York No.01 ME6160063 No.01 ME6160063 Oualified in Westchester County Qualified In Westchester County Commission expires January 29.20 Commission rxoires Januant 29.2016 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- 6/1/18 r At , • w • ra a4 . > ♦ 0., 40 0. - _.'*^�15�+�� r�,�•� � fir.�Y �! � The S a V • t amatic Pool Cove/Y rs -0 "lot N. sacs HATIC •ovtu srstt,u `Aloof l l Leaders in Automatic Pool Cover, C I T ' 1 r Only the best will do when designing your Backyard Oasis. Choose Aquamatic Cover Systems. At Aquamatic we have dedicated years of investment to give you the ultimate system at an affordable price. ie r m � 1 W �le4� AS • • • • • • • ... but the most important part of any pool cover is the mechanism. The Patented mechanism of the HYDRAMATIC represents the best value for your durable investment. Designed to last the lifetime of your pool,the Hydramatic is maintenance free,and the most reliable cover on the market with the most extensive warranty in the industry today... 20 YearsAD Oft j Drive Warranty 1 Years Fabric Warranty, Under Track with In-Wall i�s� iti■lei � f Rills ' !t- --! Rl" X. v � I " .- .yn a r µv. - Y Encapsulated"Inwall"track receptors offer the builder/designer the freedom to use any coping detail without having to maintain a minimum thickness and cantilever requirement. These components are preferred with raised bond beams or where the coping is undulating or is a non-standard thickness.Another ideal application is on spa/swim spa installation. By eliminating the cantilever on a traditional undertrack,it will make for a more comfortable bathing experience without having a protruding coping against your seating area. ' 1-1/8" 3-5/8" -� Inwall#1 How the Cover Works o o (Our compact drive shown) The Hydramatic operates via two hydraulic torque motors,one directly connected to the cover drum to open the cover,the other torque motor drives the rope reel which closes the cover. The direction is controlled by turning the key to the desired position (open or close)which actuates a proprietary solenoid valve to send the hydraulic fluid to the corresponding motor,either the cover drum to open,or the rope reel to close. This design is elegant in its simplicity,yet very robust.The all-fluid drive eliminates the clutch (typical on every other automatic cover),and is self adjusting with no need for lubrication. An inherent part of the Hydramatic,is the pressure relief to prevent over travel without the use of any electronic sensor or switches. 41 Rainwater Removal Feature �..r A zipper/screen rainwater removal feature is standard on most Hydramatic cover systems Other benefits Saves Lives An Aquamatic cover acts as a horizontal fence,and it is safety you can see The primary function of the automatic cover has always been to safeguard your children and pets from the pool and minimize the risks inherent with pool ownership.The ICC has recently recognized automatic covers as stand alone barriers. Additionally both the Hydramatic and the EZ-Cover exceed ASTM F1346-91 stan- dards for safety and closure.As durable as these rT, are,they are not intended as a toy and should only be walked on in an emergency.Of course K *" •t there no substitute for adult supervision. • „ Saves Energy The U.S.Department of Energy states that 75%of heat loss is from evaporation,along with the evapo- ration,you will have water and chemical loss while incurring the cost of increased pump and filtration time of an uncovered pool.By utilizing an automatic pool cover you will eliminate your evaporative loss. Saves Money An automatic cover will reduce your pool operating costs by as much as 70%through reduction of water,chemical and energy consumption.Additionally your other pool equip- ment will work less and last Ionger.You will also realize a full return on your cover invest- ment in a relatively short time.*On indoor pools,the automatic cover will act as a vapor barrier,which allows you to reduce both the size and operating time of your dehumidifica- tion equipment saving you additional money.* Saves Time Spend less time skimming and more time swimming.A pool with a cover is always clean,warm and debris free.Which in ! • turn,will allow you to have more time to enjoy your back- yard oasis with your friends and family. Saves Resources The pool cover will act as a solar collector and will hpnt vocrr nool through radiant transfer. Our customers have found on average their pool temperature has increased by as much as 10 to 15 degrees while also extending their swimming season. 1W Features of our patented Dual-Motor, all fluid Hydraulic Cover Drive System Advantages and Benefits WATERPROOF The Hydramatic drive is a closed loop system, and although a drain is required in the cover recess, inadvertent flooding does not mean expensive electric motor replacement. SAFETY No electrics near the pool for greater safety. All electric power and switches are remote at the equipment pad which also means fewer problems with inspections. POWER Hydraulic drives are compact yet powerful, and can be easily controlled to provide only as much as is needed to operate the cover. Hydraulics are durable, and the most popular drive unit for wet and hostile environments and are the preferred choice of builders, designers and architects. DURABILITY Hydraulics are widely used in heavy equipment for their durability and reliability. The unique patented Dual-Motor Hydramatic system eliminates mechanical linkage and clutches to start and then change direction of the cover. It has the least number of parts of any other automatic pool cover system, yet has a full range of safety and convenience features. Originally designed for commercial and other high use applications exclusive to Aquamatic. CONVENIENCE The Hydramatic cover system has a patented built-in rainwater removal feature on most applications. When rainwater collects on the cover surface, simply turn the key to open the cover, and the water will be forced through the screens into the pool. The screen mesh will collect the leaves and most debris.A computerized cover pump is also provided with all cover systems exclusive to Aquamatic. COVER TRAVEL LIMITS The cover is gently and reliably stopped at each end of travel by our patented pressure relief valves, eliminating the need of electronic sensors or other electrical devices near the pool. RATED The Hydramatic cover is UL tested and certified to exceed ASTM F1346-91 standards for pool safety. WARRANTY The cover system comes with a limited 20 year warranty on the mechanism,a limited 7 year warranty on the covers and a limited 10 year warranty on the polymer panels. For additional information, contact your Aquamatic representative. f HAYWARKY IX S 3 I I SX Pro Series Plus SPHERICAL DESIGN SIDE-MOUNT SAND FILTERS Powerful performance. Spherical design. The pool professional's choice for exceptional filtration M in a spherical design.This Pro Series Plus filter incorporates many of the advanced features found in Hayward's Pro Series sidemount filter,delivering high- rate performance for the most demanding installations. Thanks to its spherical design,the Pro Series Plus evenly distributes the high pressure and stress that are common with solar heating systems,spas,fountains and in-floor cleaning systems.Its impressive underdrain assembly uses 3,800 slots on 10 self-cleaning laterals that ensure totally balanced flow and backwashing.The overall result is a minimal-maintenance filter with greater strength and longer life. +7a Manual Air Relief 0-;i,,r!r,...-n„r�`i4octions for easy,manual release of for plumbing ease and versatility. air from system. Durable Flanged Inspection/ 1 Acted C'ivPr provides convenient access to top of filter. with 360 slotted,self-cleaning laterals,gives totally balanced ensures even distribution of water flow and backwashing. over the top of the sand media bed. All internal piping is 2"to give smooth, f _ Totaliv Corrosion-Proof Base free-flowing performance. is rugged and attractively _ styled to provide strong, purges any trapped air during stable support. operation of the filter system. InlPnral k4olded Drain Plug Unitized.Corrosion-Proof Spherical Filter Tank for easy draining of tank, is molded of rugged,color-fast polymeric without the loss of sand. material for maximum strength. 1 Series Plus SphericalDesign Side-Mount1 Filters Specificationsk Filter type High-rate sand:No.20 silica sand(45 mm—.55 mm) Filter tank Spherical,Molded Polymeric Underdrain 3600 self-cleaning slotted laterals,precision installed in ball-joint assembly Control valve 2",7-Position,Vari-FloTm;2",2-Position Slide Valve;or 11/2"SKT x 2" SLIP Connectors for Multiple(tandem)Finer Installations low— Support Base Injection-Molded ABS Performance 99 to 130 GPM(375 to 492 LPM) Range Dimensions S311 SX—31 n W x 385/8"H(79 cm x 98 cm) S360SX—36 W x 46 H(91 cm x 117 cm) Above dimensions are to filter only.Add 14'(36 ern)for multi-port valve,add 7'(8 cm)to slide valve. Your Choice of Control 1''11' Select from a wide array of valve options Filter 1rniance 1ata for customized control of your filtration system,including Hayward's 2",2-position Maximum Tunxw (in r i slide valve. Model Design Number Filtration Rate Rate* .-aws"40" Required ' Patented Service-Ease Design S311 SX 4.95 ftz 99 GPM 50 psi 47,520 gal 59,400 gal. 350 lbs. Unique folding ball 0.46 m2 375 LPM 3.45 bar 180 Id 22514 159 kg joint design allows 6.50 ft2 130 GPM 50 pa 62,000 gal. 78,000 gal 700 lbs. S360SX lateral assembly to be 0.60 m2 492 LPM 6.45 bar 236 W 295 Id 31819 easily accessed for Based upon 20 GPM per ft.z(815 LPM per Iri�.Maximum allowable NSF rating. mu simple servicing. To take a closer look at Pro Senes Plus Filters or other Hayward products,go to www.haywardpool.com or call 1-888-HAYWARD NSF. 0 HAYWARDV _d .d tedv,wr. 620 Division Street I Elizabeth,NJ 07201 V e sa,Vgi 1r1 WM Tb a e Vab"",.1 A I.— Pod"W'U W All I H2'-d Pod P,A.t,1. H 143 91I ►► PENTAIR +,. f 'r.two Vr I N N OVAT POOL AND SPA L ING At day's end, let the magic begin with the world's leader in underwater lighting pentairpoot.com MAKF VVATFR COMF ALIVF WITH FNFRGY- FFFICIFNT, UNDERWATER POOL AND SPA LIGHTING Pentair undenwater lighting continue,to set new standards in energy efficiency, reliability and performance. We offer the most energy-efficient LED lighting technology available,as well as traditional incandescent and halogen options to add brilliance,mood and relaxation to any nighttime underwater environment. INTELLIBRITE 5G UNDERWATER COLOR-CHANGING LED POOL AND SPA LIGHTS !ntelliBnte Underwater 5g Color Changing • Compatible with IntelliTouch'-1 or • Superior light intensity and distribution— EasyTouch Control Systems no hot spots or glare. Pool and Spa Lights feature LED technology for centralized,fully automated control. for the best in energy efficiency, lifetime value • Long-lasting durability. • Outstanding energy efficien^d— and quality of light.The InteLbBrite 5g light consuming only 26 watts for • The most efficient lighting technology mixes and matches individual LED colors pool lights and 18 watts for soa lights. available—an Eco Select" brand product. to achieve a vibrant spectrum of color' that a UL Listed when installed in can cycle at varying speeds and in different Pentair niches. color sequences. Combined with a custom reflector and innovative lens design,the IntelliBrite 5g Underwater White LED Pool Products aligned with IntelliBrite 5g light is the most energy_ L iahts deliver pure,white light the the Eco Select brand are efficient underwater LED light available. most efficient way. �" the most environmentally Select res onsible choices within • Custom reflector and su error lens Pure,white !Jght uses 8°Dc less ever e%_. —� geometry eliminate'hot spots- p p and than incandescent lights. #pENTAnz the Pentair product family. improve color effects. IntelliBrite Standard Light Shows .A r 4. 1 SAm•Mode: party Mode: Romance Mode: California American Mode: Caribbean Mode: Royal Mode: Cycles through the Rapid color changing Slow transition for a Sunset Mode: patriotic red,while Transitions between Cycle that selects color spectrum of builds energy and mesmerizing and Dramatic transitions and blue transitions a variety of blues only rich,deep the SAm light excitement calming routine of orange,red and and greens tones of color magenta tones Fixed Color Choices 0 Blue Magenta Green White Red INGROUND POOL AND SPA LIGHTING 3 • AMERLITE' INCANDESCENT LIGHTS \ Tne wortd standaro of retiabILI(y for underwater POOL and spa lighting for oecaoes,Amerute systems light more than 3 million pools around the world. • 8-1/8" prismatic tempered glass lenses for optimum light diffusion. .. '� Create different moods rnth optional snap-on lens covers in blue,red,green and amber. • Heat-sensing cutoff for low water protection. • Optional. snap-ort fa,e rings Let you coordinate with your Poo'',fln,sh. • Allow bulb changes without lowering your water level. • __�rsted �rs1�.,2 �r -. :al.,r• Ches. AMERBRITE LED REPLACEMENT LAMP FOR THE AMERLITE LIGHT SERIES Bring the luminous splendor of LED technology to the best-selling Amerbte Light series without the hassle and cost of replacing your existing Amerlite light fixture.Your installer earl simply unscrew your-Inefficient,high-wattage incandescent bulb and screw in a high- efficiency AmerBrite LED lamp.You-ll experience the efficiency of today's best pool lighting e 1 technotogy and swatch Your pool,transform into a rejuvenating spectrum of breathtaking color or vibrant white light. • The most a_;flcierit LED rep�acen)ent pool[amp on the market. • AmerBrite color lamps use 36 watts of power,while white lamps use between 34-51 watts. '-`''R"p!a`eri.e-c.ar^.. e Color tamps nature five brilliant,fixed colors and seven dazzling,preprogrammed light shows. for Amerlite Housing • Superior reflector design creates more uniform light distribution. • Adjustable to provide wide or narrow beam pattern. • Solid-state LDD technology prr;fides longer life. AQUALIGHTP-' HALOGEN LIGHTS AND • Stainless-steel clamp for quick and AQUALUMIN III NICHELESS LIGHT SPABRITE® INCANDESCENT LIGHTS easy bulb replacement. These compact units are designed to • Plastic snap-on face rings available to The AquaLumin III Nicheless Light is the P 9 third generation of the industry's first and provide big Lighting performance for coordinate with your pool's finish. P 9 9 9 P only nicheless light for swimming pools, smaller pools and spas. No matter which • Optional blue,magenta,green,purple and offering luminous,double-contact halogen light you choose,your pool or spa will blue-green,mood-setting,snap-on lenses. quartz lighting.With its revolutionary shine brilliantly when the sun goes down. and innovative design,the AquaLumin III • SpaBrite lights available in 120V halogen and 12V incandescent options. light mounts directly on the pool wall for • Prismatic tempered glass lens for simple installation in vinyl pools.Plus,it's optimum tight diffusion. • UL Listed when installed in the perfect choice for adding nighttime • Heat-sensing cutoff for low water Pentair niches. brilliance to new or existing pools. protection. LIGHT SELECTION GUIDE White LED Light Incandescent Light Halogen Light IntelliBrite5g InteltiBrite5gSpa Amerlite SpaBrite AquaLight AquaLumin((( SpaBrite - - - Large Small Small Small Small i 120V Wattage 55W(equivalent 18W 30OW N/A 100W 250W 60W to 500W) 400W 250W 50OW 12V Wattage 55W(equivalent W 100W 100W 75W 100W N;A to 500WI ' Af� A .�,. LANDSCAPE AND FOUNTAIN LIGHTS 5 USE LANDSCAPF FIGHTING TO � r + � CRFATI A DIFFFRFNT WORLD Tne ugfMing e;;ect5 you do dcn,e,e uutside of the water are just as important as what's in the pool.You can transform your entire pootscape into a harmonized nighttime environment that draws you.,and your guests into a different world. Relaxing and lett!ng go are simply easier and more rewarding. INTELLIBRITE`D COLOR-CHANGING LED LANDSCAPE LIGHTS Simply the most dramatic and energy-efficient lighting option available today,IntelliBrite Cctor-Chang;'Ig LEA Lancs:-at e '_ights can match your underwater pool and spa lighting, your mood or any special event.Standard features include: • Versatile,adjustable,compact, medium floodlight design in matte black finish. • Choose from tvro levels f briahtnes . • Easily connects to standard 12V transformer. • The most P(;� izr l ligh!r^�� technology available—LED l(gflt5 ConSlinle 1255 enerq, than traditional landscape lighting systems. • Same color shows and fixed colors as!ntell;Bnte 5g Color-Changing Pool and Spa Lights. Can be synchronized for coordinated or complementary lighting effects! BRING FOUNTAINS TO LIFF WITH DAllLING COLOR i.: n....1 J� ADD THI MAGIC OF COLOR TO VVAT [ R FEATURES rnf .,wq Fr�r.- and color. GLOBRITE` POOL AND SPA LED MAGICSTREAM LAMINARS: CRYSTAL CLEAR BY DAY, LIGHTING HIGHLIGHTS YOUR DRAMATIC COLOR AT NIGHT POOL'S SHAPE AND DETAILS • Water arcs reach up to seven feet high MagicStream Laminars create totally clear, and project out eight feet into your pool. When you install GloBrite lighting in a uniform arcs of moving water that originate spa or other water feature poolscape,poolside evenings go from from either your pool deck or surrounding • Flush installation to your deck or other great to spectacular. GloBrite lights are the landscape.At night,these translucent surface: no unsightly or unsafe edges, creative,cost-effective way to showcase streams of .tia:er are bntoantty colored just the magic of water erupting from and define your pool's curves and linear with an LED tight source.The result is a a hidden source. runs and their retationships with the overatt water etfect t--a;ac—s ar,e ,gait ;;t The MagicStream Laminar uses a poolscape. Plus,they enhance pool features entertainment to your poolscape. microprocessor-controlled,color- changing LED lighting system to hold a like baja shelves, steps, beach entries and stead color or scroll through colors using MagicStream Laminars feature the same Y g other water features. three distinct programs. fixed colors and preprogrammed light GloBrite lights utilize the industry's most shows utll17ee ri ,ntelt Brite -ED technology For a more enriched nighttime experience, advanced technologybright,energy- a solenoid is integrated into the LED for ht,g 9y- and can be coordinated for complimentary system to add a bright spot of tight as it efficient lighting—while using less energy lighting efiec's follows the arc into the pool or spa. than comparable pool and spa lights. • The most efficient LED lights available. • Five brilliant,fixed colors and seven dazzling, preprogrammed light shows. • The perfect complement to IntelllBritel 5g Underwater Color-Changing LED Pool and Spa Lights for dynamic, synchronized-color light shows. • UL Listed. W4. �t MOTION,COLOR AND WATER FEATURES 7 i' i COLORCASCADE° LED LIGHT BUBBLERS MAKE YOUR POOL COME ALIVE THE PERFECT LIGHT FOR WADING POOLS AND SHALLOW AREAS The ColorCascade bubbler is a vivid mix of color-changing LED lighting and fountainlike water movement.Whether you're in the mood to relax or entertain,ColorCascade bubblers The HiLite" Hak.,uen Quartz Plastic Light are the perfect way to showcase and enhance pool features like sun shelves,steps and is a high-intensity, low-voltage light that beach entries.Their low voltage and minimal water flow requirements make them an ideal, disperses a soft,pleasing illumination.The energy-efficient addition to pools,fountains, ponds and more. Plus,they add eye-catching HiLite light is ideal for wading pools,shallow style and soothing sound to heighten your senses and elevate your aquatic experience. pool areas, beach entries and steps. Red and • Energy-efficient color LED tights—features five vibrant colors and seven dazzling light shows. blue Kwik-Change'"Lenses make it easy to change colors to suit your style or mood. • Perfectly svnchroniZes with !ntelliBrite 5a Underwater Color-Changing L E Pool and Spa Lights. • The first UL Listed light for installation in • Compatible with IntethTouch"'and EasyTouch"�Control Systems as little as four inches depth below the waters surface. • Optional IntelhBrite Controller provides fast,easy light control for pools and spas . Heat-sensing cut-off feature prevents without automation systems everheahna when water level is low. • Low flow requirements allow for multiple units per pool. • Soft and even light distribution. • PVC niche provides for flush mounting. • Simple, wc-,,,;re r_cnr:�c'.on or past • Designed for 2"-10"water depth. installation. • Low voltage opera":on-12 VAC/16 W. • Twists open fog-easy bulb replacement. • Face ring available in white,gray or black. • Corrosion-proof,al'.-p!as'Jc housing and lens for long life. , L f CmorCescadr����,gn�buioie� ._eta dd,o:3en d..ar,�gr,• t ft AUTOMATION SYSTEMS THAT PUT YOU IN CONTROL OF YOUR LIGHTING MAKE MAGIC AT NIGHT WITH THE For the ultimate in convenience and control, consider an IntethTouch"or EasyTouch' S MOST POPULAR LIGHTING Control System.You can program and automate light shows from home or on the go CHOICES with our many options,including an indoor control panel and wireless remote. For even CHOICES FOR MORE THAN 40 YEARS greater control,ada an optional ScreenLoglc"Interface to your Pentair automation Ask your pool professional to help you system and access your pool from practically anywhere and at any time using your select the Pentair lighting system that will smartphone,computer or mobile digital.dev ce. take your poolscape from fun during the The InteUrBrite"Color-Changing LED Lighting Controller-offers pool and spa owners without day to fantastic at night. an automation system fast,easy switching to their favorite color modes.This accessory was designed exclusively for IntelliBrite Underwater Color-Changing Pool and Spa Lights. o A • Fay telhTourh c, AVAILABLE FROM: ►� PENTAIR 1620 HAWKINS AVE.SANFORD,NC 27330 800.831.7133 WWW.PFNTAIRPOOI.-.COM Att Pentair trademark.an:Bogus an9 ovaned trs Pen!air or owe d s glc:a err I,• r. ..,3•,e •ei.T u<''.F.,r: .. .is ro>ele=t' ,Lrr` 4m>rLte'.A,me�nte'.:.QuaLwr,r.SoaB�te'.AquaLumm'r-. GtcBnte',Mag,c5trea-,`.C*ivrLascade',I.Lte',r;,v,k-Change'" a:�':eoe'a.�:�ar u r- aoeirars of Pentair,Ya ter Fpooi anti Spa.Inc and,'ur s d ,!ated companies in the United states and/or other countries Because we are continuously improving our produ and ser .icr..i er a:1 the right to change specifications•mthout prior notice Pentair is an equal opportunity employer. pumps• filters• heaters• heat pumps•automation • lighting • cleaners• sanitizers•water features• maintenance products 4/16 Part#P1-492 02016 Pentair Water Pool and Spa,Inc.All rights reserved. /(/,A� ISWGi048COC Rev D HAYWARD &*,� .r CERTIFICATION OF COMPLIANCE Contains: WGZ048E, WG1048EBLK, WGZ048EGR, or WGZ048EDGR Description: 8" Round Suction Outlet Cover Ratings: Floor: 125 GPM_Wall: 72 GPM Open Area: 8.1 sue( -1n Certified to Comply with Section 1404 of the Virginia Graeme Baker Act (VGB) Pool & Spa Safety Act codified at 16 CFR part 1450. Initial Certification May 2011. Manufactured: After September 10, 2oo9, by a Division of Hayward Industries, Inc. at K4-A, 214028 Block K4- A, Export Processing Zone Wuxi New District Jiangsu Province PRC 214028, China; or at One Hayward Industrial Drive, Clemmons, NC 27012. Certified by Hayward Pool Products, 62o Division Street, Elizabeth, NJ 07207, Phone 9o8-355-7995 Contact at www.havwardnet.com Record Custodian is Customer Service at www.haywardnet.com. Hayward Pool Products P.O. Box 5100 Clemmons, NC 27012-5100, Phone: 336-712-9900 http:/�/www.hayward-pool.comJpdf/lit rature/8inroundCOC.pdf Date of Mfr: The Lot Number shown on the product label contains the Year& Month of manufacture. The first number represents the year (ex 1 = 2o11) and the second character the month (A=Jan, B=Feb, H=Aug, I is skipped, J=Sep, etc) Tested to: ANSI/APSP 16 (ANSI/ASME 112.19.8-2007 (addendum 9b-2009)) per Section 1404 of the Virginia Graeme Baker Act (VGB) Pool & Spa Safety Act. Tested by NSF International, 789 Dixboro Road, Ann Arbor, MI 48113, Phone 734-769-8olo in April 2011. Certificate at: http 11info nsf orgiCertified/Pools/Listi panv=?l600&Standard=ASMEi9o8 Date of Installation: Suction outlet components have a finite life, the cover/grate should be inspected frequently and replaced at least every Z years or if found to be damaged, broken, cracked, missing, or not securely attached. Hayward Pool Products acknowledges that it is a federal crime to knowingly and willingly make materially false, fictitious, or fraudulent statements, representations, or omissions on this certification. 6" SPACING BETWEEN MOUNTING HOLES USED ON FOLLOWING SERIES: OO 00 WG1030AVPAK2 SP1030AVPAK2 g0000000 WG1048AVPAK2 SP1048AVPAK2 k 000000 s0 WG1049AVPAK2 SP1049AVPAK2 07 3/4' .� 0000000�. 0 0000 0000 WG1051 AV PAK2 SP 1051 AV PAK2 SUCTION OUTLET 0000,(0000 �WG1052AVPAK2 SP1052AVPAK2 0000 0000< WG1053AVPAK2 SP1053AVPAK2 COVER WG1048E 0000000V 000000 WG1054AV PAK2 SP1054AV PAK2 00 00 WG1153AVPAK2 SP1153AVPAK2 WG1154AVPAK2 SP1154AVPAK2 A Warning— Suction Entrapment Hazard. Suction in suction outlets and/or suction outlet covers which are installed in a small area and/or below the surrounding surface can cause severe injury or death due to body entrapment hazard. To reduce the risk of body entrapment, installation of the field fabricated sumps must be such that the top of the mounted cover is a minimum of 1 1/2"above the finished pool surface over an area larger than 40"on a diagonal. 3 0/0 EL .4Z s- ax jP3oreLrA Z Su per IITM - ENERGY EFFICIENT, FULL- RATED, HIGH-PERFORMANCE PUMP SERIES Pnrfnrm-)r)rr-- of n Ufntim Power your system with the energy efficient, full-rated Super II pump series from Hayward`. These efficient, high performance pumps are built to last and engineered to perform even under the most demanding conditions. Convenient features include a see-through cover so pool owners know exactly when to empty the extra-large debris basket. Performance features include full-flow hydraulics that allow greater flow at a lower cost of operation and a housing design that makes it as quiet as it is dependable. � d � R' { ' # lei Total System: Pumps I Filters I Heating I Cleaners I Sanitization I Automation I Lighting I Safety I White Goods See-Through Strainer Cover Service-Ease Design allows simple lets you see when basket needs access to all internal parts. Motor cleaning and eliminates guesswork. and entire drive group assembly 155 cubic-inch basket has rigid can be removed, without disturbing construction including load-extender pipe or mounting connections, by ribbing for free-flowing operation. disengaging just six bolts. Uni-Bracket Mounting Base Heavy-Duty, High- provides stable, stress-free Performance Motor support, plus versatility for -- with airflow ventilation for any installation requirement. Full Flow Hydraulics quieter, cooler operation. Adapts 48-and 56-frame allow greater flow at a `? motors. lower cost of operation. Self-Priming r:.r` Heat-Resistant, Industrial- Suction lift up to 10 Size Ceramic Seal above water level. is long wearing and drip proof Full OVERALL DIMENSIONSOD FactorHP HP SP3007EECA 1.13 T 1.50 115/230 2" 1 15Y4" SP3010EEAZ 1.50 1 1.50 115/230 2" 15Y4" - Iy' O SP3015EEAZ 2.00 1h 1.33 115/230 2" 16'/a" Clio SP3020EEAZ 2.50 2 1.25 230 2' 16%" r �L JA, L I­­t1'4+..4­4� SP3025EEAZ 3.45 3 1.15 230 2- 17A" SP303063AZ" 3.45 3 1.15 230/460 2' 14W Three Phase - m fl 37 120 110 SUpef II I JJ-VUIJIL 3. 30 too 27 90 is more like a bucket. The 24 80 Super II Pump Sedes features 21 70 16 60 impressive leaf-holding capacity. 15 -50 Rigid construction includes load- 12 40 extender ribbing for free-flowing 30 operation, even under extra- s 20 heavy debris loads. 3 10 0 0 0 10 20 30 40 50 60 70 60 90 100 110 120 130 140 150 160 170 180 GPM --- Super II Series Pumps are listed by: 0 36 76 114 151 189 227 265 303 341 379 416 454 492 530 568 606 643 661 1. (&Energy To take a closer look at Super 11 Pumps or other Hayward products,go to Efficient hayward.com or call 1-M-HAYWARD IderN HAYWARD' krid-eviCe- / X 906A Technical Data Digital and Millivolt teas Heaters CBI � �gNBf HfgTfR �HSTq�� 0 0 Nq f RIM 10• SURfgMF�TiB(E �lY 8.7/8' D J 4-3/8. INDOOR DRAFMOOD i 0 32-11/16• 40' etsicN 38• ticcrwrx w�ECna' - ® OIRW0f1 rOV 2s-sre• �t•rna• 13-1/4' 1 I Amp Draw 120 volt 240 volt A 28' Digital 4 2 Shipping Weights(Ibs) w/Polymer w/Cast Iron cupro-nickel (potymer headers) (A) (B) (C) Headers Headers Heater BTUH cabinet Rue Indoor D Gas Water and and Indoor ( ) (`n Staddess Staddess Draft- Model Input Width Dia. Drafthood Minimum Conn. Conn. Top Top Hood R206A 11 180,000 20" 6" 61-5/8" 10" 11-3/4" 3/4" 2" 187 206 12 R266A .. 111 240,000 23" 7" 62" 11-1/2" 11" 3/4" 2" 210 229 15 R336A 11 300,000 1 26" 1 8" 63" 1 13"' 110-5/8"' 3/4" 2" 230 249 17 .,3 R406A •• 111 360,000 1 99 19" 64-1/2" 14-1l2" 12-1/8" 3/4" 2" 249 268 20 Designation for a Digital heater using propane gas is "EP"; a Digital heater using natural gas is "EN". Designation for a Millivolt heater using propane gas is "MP"; a Millivolt heater using natural gas is "MN". Prefix "P" is for plastic (polymer) headers; "C" is for cast iron (ASME) headers. Suffix "X" is for cupro-nickel tubing; "C" is for copper tubing Example: P-R406A-EN-X = Plastic headers, 406 model size, digital, natural gas, cupro-nickel Reduce input 4% for each 1000 feet above sea level when installed above 2000 feet elevation. Manufactured under Patent No. 3,623,458. Plastic (polymer) headers cannot be used for installations requiring ASME certification. _ /,r ,ham Swimming Pool and Spa The Pool and Spa Heating Experts Heating Products Technical Data rra�u�e� All models Digital models only • PolyTuf Textured Powder Coating • Microprocessor-Controlled Thermostat The Raypak gas heater has a polyester-coated, non-corrosive cabinet that is more The Raypak Digital gas heater features a microprocessor-based control center. This durable than solventborne- and waterborne-coated metal cabinets. Every piece of control allows you to set your pool or spa temperature precisely at your favorite setting sheet metal goes through a 7-stage wash system, making certain the powder paint just by pressing the up or down temperature control buttons. has a perfect bond.Underneath the tough,yet beautiful finish you will find galvanized • SeH-Diagnostic metal that offers superior rust prevention and years of durable service. On-board diagnostic controls let the user and the service professional know what is • Stainless Steel Heater Base going on with the heater at all times.All information is presented in real English,no The interiror base pan is manufactured from 400 series stainless steel to help prevent cryptic codes to decipher. In the event that you would ever have a problem with the rust and corrosion.Raypak is the only heater manufacturer to offer this as standard heater,the digital display will indicate the source. equipment. • Flame Strength Indicator • Wind-Resistant Design A pool industry first! The pilot flame signal is monitored with an easy to read visual No need for fans to combat drafting problems. This heater is designed to draft bar display.4 bars or less indicate a weak signal,letting the service tech know that naturally in outdoor installations with its exclusive low-profile design. It is so the pilot should be checked. 5 bars or more indicate good flame rectification. thoughtfully and carefully designed it actually protects itself from the things that tend • Voltage Monitor to stifle ordinary pool and spa heaters.It delivers uninterrupted heating performance Transformer output power can be monitored by the circuit board.This helps service regardless of falling leaves,wind,airborne debris,rain,downdrafts,updrafts,sleet, techs diagnose issues quicker and more efficiently. snow,etc. • Cycle Counter and Run Time Monitor • Polymer Headers The control captures every cycle of the main gas valve as well as how long it stays Polymer headers prevent rust stains from harming your pool's surface, giving you open.This offers valuable and useful feedback to the service tech.By monitoring the years of trouble-free swimming pleasure. run times on multiple unit installations,the load can be evenly distributed among the • All-Copper-Fin-Tube Heat Exchanger units,preventing excessive wear and tear on one unit. The fin tubes of the heat exchanger are each made from a single piece of extruded • Remote-Compatible copper. This integral-fin design allows maximum heat transfer to be attained and Compatible with most major pool control and remote systems on the market today.Any maintained.Cupro-nickel is also available as an optional upgrade. two-wire or three-wire remote can connect to the heater and be integrated into the • Stainless Steel Tube Sheet pool control system of your choice. Stainless steel tube sheets are used on all Raypak heaters with the polymer headers. • Electronic Ignition This allows for a completely nonferrous waterway,leaving your pool truly rust-free. Raypak Digital heaters come standard with intermittent spark ignition pilot safety • CPVC 2°Water Connections controls.What this means is that the pilot only comes on when there is a call for heat. Standard with every Raypak heater is a set of 2'slip-fit CPVC water connections to make your installation secure and effortless. Millivolt models only • Condensation Protection The Unitherm Governor helps reduce condensation from low inlet water temperatures. . Mechanical Thermostat It automatically regulates the water flow to help keep the water temperature in the The Raypak Millivolt gas heater comes with one mechanical thermostat.This control heat exchanger above 105°F. Both water temperature and water flow rate are allows you to set your pool or spa temperature precisely at your favorite setting. controlled to eliminate condensation, sooting, and scale build-up that can shorten • Millivolt Controls heater life. No power source is required for the Raypak Millivolt heater. All operating electricity is • High Flow Rates supplied by the pilot thermocouple. The Raypak gas heater comes with an automatic bypass built into the header.You'll find that the heater is capable of handling water flow at a rate up to 125 gpm. Quality assurance • Burner Tray • ISO 9001 Every burner tray is built to last,from the stainless steel burners to the aluminized We are proud to be an ISO 9001 registered manufacturing plant.It's one more reason metal used in the heat sensitive areas.Innovative design allows for the easy removal why Raypak is number one in the heater industry today. of the tray and burners for servicing. • End-of-Line Test • Fire Tile Every Raypak gas pool heater is plumbed and test-fired before it is put in the carton. A ceramic fiber combustion box keeps your heater running efficiently while keeping the This ensures that your heater will work right out of the box and continue to give you outside jacket cool.By using this space-age material the heater won't retain residual years of trouble-free operation. heat after it is turned off,allowing it to be installed without the use of costly metal . Quality Check Points heat sinks. The Raypak assembly process includes six final assembly quality check points that • Fuel-Efficient help to ensure that every Raypak gas heater is built correctly,and built to last. Energy-smart Raypak heaters consistently achieve the highest efficiency ratings.They . CSA-Certified meet all federal and state standards. All of Raypak's gas pool heaters are CSA-certified to the ANSI Z21.56/CSA 4.7 standard. In keeping with its policy of continuous progress and product improvement,Raypak reserves the right to make changes withart notice Swimming Pool and Sn Heating Products I�-� °R'S Y- Litho in U.SA 02008-2013 Raypak,Inc. 6000.35E • 08-01-13 FILE COPY Sub-Surface Sto rmwate r 01uniffnilli Storage System •• ST-30 StormTankTM Stormwater Storage System is a high-void, high strength, affordable alternative to crushed stone, concrete structures, or pipe chambers. Use of StormTankTm reclaims valuable surface space for better surface usage such as recreational areas, parking lots or buildings. StormTankT"" module design provides the maximum storage volume while minimizing the installation footprint to reduce construction costs. The open module design, with no partitions or walls between modules, allows for easy inspection and cleaning. Technical Data 36V Nominal Specifications I �C•lBIYAT4NBPECTCNPOff Size 36"x 18"x30" -t (914x457x762 mm) _ Void Space 96.5% ,$o. Module Storage 10.88 cf(0.31 m3) (457 mm) Installed Storage 13.58 cf(0.38 rn a- - Weight 29.50 lbs. (14 kg) TOPV1E1N Notes: t8_0. • Installed storage assumes 6"of stone below, 12" - (457 mm) stone above and 40%porosity for the stone plus the l::T module volume. j j Shipping Information I Packaged Packaged 30.(rDescription Quantity Weight lbs. (kg) (762 MM) i 84/skid 568 (258) I I Top/Bottom Platens k { 126/skid 853(387) j!{ Side Panels(3ft length) 90/skid 367(166) Columns 336/skid 751 (341) SIDE VIEW SroE PrwEL Manufacturer: Disclaimer: Brentwood Industries(Brentwood) assumes no liability for the accuracy or completeness r J BRENTWOOD of this information or for the ultimate use by the purchaser. Brentwood Industries disclaims any and all Mailing Address: P.O. Box 605, Reading, PA 19603 other warranties, expressed or implied with respect to Shipping Address 610 Morgantown Road, Reading, PA 19611 any service or deliverable other than those expressly Phone:610-236-1100 Fax:610-736-1280 provided in this(section, paragraph, quotation, Email:stormwater@brentwoodindustries.com Website:www.Brentwoodindustries.com proposal, etc.) including without limitation any implied warranty of merchantability or fitness for a particular ©2012 Brentwood Industries purpose This document should not be construed as StormTank®is a registered trademark of Brentwood Industries engineering advice. t T—y, r,w.�,,r —t 1 o-,i..e ,I 1 r —I+ a•wa..l,r >•I..s..,,r T SIDE PANEL DETAIL STORMTANKO MODULE r NAME HEIGHT CAPACITY VOID NOMINAL I—) I.) RATIO WEIGHT(kg) ST-18 (±� 80 8) 95.50% 22.7016a.(10) 1 ST-24 0L25I 98 OO,k 28 30 IOe(12) ST-30 �) 11088a 96,50% 29.5010a.(13) ST-33 (333) 1(0.30)� 98.90% 29.82It.(13.S) ST•38 IoS4) 1j0137d 97.00% 33.101Ek-(16) MODULE DETAIL MODULE DETAIL_�/emu(/' NOTES M/MIS a REFERENCE CURRENT INSTALLATION INSTRUCTIONS FOR PROPER ASSEMBLY AND INSTALLATION PRACTICES PJ MODULE D. SIDE PANELS REQUIRED MOUND THE PERIMETER OF THE awaw,s.�a..e INSTALLATION ONLY,UNLESS OTHERWISE NOTED. vA w++u c. SIDE PANELS ME TO BE CUT FROM A 3C PANEL AT THE PRE-SCRIBED 0 w+n n.awa• LOCATIONS ev i T" I i UMV I STACKING PIN DETAIL - - DOUBLE STACK CONFIGURATIONS: x SYSTEM HEIGHT ST•18 ST•24 ST•30 ST-33 5T•36 CAPACITY(m'1 Imm) 42-11,057) 1 1 - - 1s.08 d(0.42) 48•(1,219) 1 - 1 - - 17.30 d(0.48) 51-(1,295) 1 - - 1 - 18.42 d(052) 54•(1,372) t - - - 1 1950 d(0.541 57-(1.448) - 1 - 1 - 20.64 d(0.58) _ 8D-rc:;i�Z-A (1.524) 1 - - 1 21.7s d(0,02) i or 11.800) - - t 1 - 22.85 d(0.05) 66'11,670) 2 23.97 d(0.68) MODULE DOUBLE STACK DETAIL 69'(1.753) 1 1 2508 d(071) 72-n.829) 2 26.20 MOOULE,,DW��BwwLE STACK DETAIL YlYA�� NOTES osmvvoov MODULE a REFERENCE CURRENT INSTALLATION INSTRUCTIONS FOR PROPER ASSEMSLV AND INSTALLATION PRACTICES. w s 0 STACKING PINS REQUIRED BETV1£EN MODULE LAVERS,FOR ALL .a wr .nv.ew u STACKED SYSTEMS(SEE DETAIL) _. .- .........:-._... .,..�.w,..„..w, .... ... .-_ .._. _..- .. araaoom rar .ns st IF Wki •'tT 3 ,: !;M t Y• . 1 -ice �•� f Ad A. • -. dk 't 411 ' it � � -,a r �. _•. .y—�•�, � - s�� - -S - .JI L L - r `4 �"�{'+< . F ■ - � ,ram".- - " r t f iA i� L a ` y i Fusion engineering pc C91L- 3SB ED=3 600 north broadway,suite CIS,white plains,ny 1060= Df� I CC� L �MC MAR 2 0 2018 VILLAGE OF RYE BROOK BUILDING DEPARTMENT Engineers Report for COPY 29 Meadowlark Road Rye Brook, New York Westchester County, New York Prepared by Fusion Engineering PC Calculations and Report by: Azim Aliriza, EIT % ^? Submitted b Paul Berte, PE :;E_',{CIS FOR GE;,;-^• _G, �OQ..�; 1 Dated: February 15, 2018 THlSf _ tar.r'E Tug V!l_L ,{ji'' NOOF Q z �; til DETA,l� •, ±E!--,: DESSfGN Pi'iC-F[:ss101"L f! ; QF N s Ii f.;rR'�Pl�i_IC,�NTCID i � P�� Y I NC EX. EP,-IC• d TAKFN j3.,A1<.'� •�� .r.:_:i TI'.''d, , " Jan.. . ,.,, ,a � * �,� C w F�7 l�1 F?.cld�l`sRK?3' ..__� �� o� g59 NYS Pro � er c # 071859 FESS10 � ' RYE ln.71�00K DEPT. 9 3;1NG c rREET 1 0. 3 o.�T 3- 41 . 1 Drainage,Erosion&Sediment Control Plan Village of Rye Brook,New York 29 Meadowlark Road Table of Contents A. Introduction.........................................................................................................................................3 B. Site Description....................................................................................................................................3 C. Project Description ..............................................................................................................................3 D. Stormwater Management Methodology.............................................................................................4 E. Construction Phasing Plan and Stormwater Management Facilities Maintenance Program..............4 F. Narrative Report..................................................................................................................................5 G. Material Handling and Waste Management.......................................................................................6 H. Final Stabilization.................................................................................................................................7 I. Conclusion: ..........................................................................................................................................7 APPENDIX A Stormwater Routings Pre Development Calculations APPENDIX B Stormwater Routings Post Development Calculations APPENDIX B USDA Soils Report Page 1 2 Fuslon PnglnpPrinq pc Drainage,Erosion&Sediment Control Plan Village of Rye Brook,New York 29 Meadowlark Road A. Introduction This report has been prepared in accordance with Chapter 250& 217 of the Village of Rye Brook code for a new pool on the subject property 29 Meadowlark Road. This site is 0.516 acres as shown on a survey prepared by THOMAS C. MERRITTS LAND SURVEYORS, P.C. The existing impervious surfaces on this lot is 6118 sf and the proposed impervious surfaces is estimated to be 7530 sf. Upon completion of a deep test pit excavation performed on July 29, 2015,groundwater and mottling was observed approximately 36"from the surface. As such, an underground Stormwater detention system is designed to capture runoff from all impervious surfaces (existing and proposed). Detailed flow control calculations (routings) are also included herewith. B. Site Description Existing Improvement Improvements include a 2 story residence, driveway to a two car garage, a flagstone patio, one story frame shed, and various stone walkways. Existing Tress Existing trees in the front yard include a 24" maple, 24" sycamore, 10" maple, 16" maple, and 24" oak. Adjacent to the driveway there is a 20" maple. Soils The site consists primarily of UIC Urban land-Charlton-Chatfield complex (C Soils) described by the USDA NRCS as rolling, very rocky soils. Flood Plain Upon review of the FEMA floodplain panel number 09001C0493G this property is located in zone X, area of minimal flood hazard. Site Drainage Characteristics The majority of the site currently drains via sheet flow from north east to south west; existing drain inlets collect runoff at the northern corner of the property. C. Project Description Proposed Improvements The proposed improvements include a new pool with spa, shed, bluestone walkways, fence, and retaining wall. Drainage Design The drainage design aims to capture all Stormwater runoff from all impervious surfaces on the site and release the captured runoff at a rate lower than the existing conditions. Stormwater from the proposed hardscapes and existing roofs/driveway will be collected through a series of drainage inlets and roof leaders. This runoff will be directed towards the proposed subsurface Storm Tank 30 modules located in the front yard.Throughout the construction process, strict adherence to the Surface Water Control Plan and Specifications will be maintained to minimize sediment and pollutants from discharging off site. Page 1 3 Fuslon PnglnPPrinq pc Drainage,Erosion&Sediment Control Plan Village of Rye Brook,New York 29 Meadowlark Road D. Stormwater Management Methodology Stormwater Runoff Rate The on-site stormwater management design was analyzed using HydroCAD stormwater modeling software V10.00,which models Type III 24 hour stormwater flows using those methods contained in"Urban Hydrology for Small Watersheds Technical Release No. 55," prepared by the United States Department of Agriculture Soil Conservation Service.The stormwater management plan has been implemented to provide quality of runoff and flow control by means of the storage provided within the Storm Tank 30 modules.The design was based on a detention volume of 6"over all impervious surfaces requiring 3765 cubic feet of storage for 7530 square feet of impervious area. A 2330 cubic feet detention field in the front yard is proposed to capture all runoff from the existing roofs and the proposed pool area.Another 804 cubic feet detention field is proposed to capture runoff from the existing driveway and existing roof. Runoff created by the rear patio and flagstone walk is currently directed into the existing subsurface Cultec 330XL infiltrators(681 cubic feet).The three systems provide a total of 3815 cubic feet of storage. The following table (Table 1) is a summary of the results of the hydrograph routings for the Pre-Development and Post Development stormwater flows: Table 1: Summary of Stormwater Runoff Rates Storm Event Rainfall Depth Pre Development Post Development Rate (cfs) Rate (cfs) 2 year 3.4" 0.73 0.66 10 year 5.1" 1.44 1.19 25 year 6.4" 2.00 1.63 100 year 1 9.01, 1 3.15 1 2.53 E. Construction Phasing Plan and Stormwater Management Facilities Maintenance Program Maintenance of Temporary and Permanent Structures and Practices Temporary and permanent erosion controls measures will be maintained and inspected in accordance with the Surface Water Control 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 approach of the plan is to control off-site sedimentation, and re-establish vegetation as soon as practicable. Additionally, contractor shall adhere to the recommended material stockpile location and construction entrance shown on the Surface Water Control Plan attached herewith.The plan will be implemented prior to commencement of earthmoving activities. Construction shall be implemented in the following order: Page 14 Fuslon PnglnPPrinq pc Drainage,Erosion&Sediment Control Plan Village of Rye Brook,New York 29 Meadowlark Road 1. Erosion and sediment control (ESC) measures and Pollution Prevention (PP) implementation, a) Install silt fences along project limits, b) Install controlled construction access 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) Allocate concrete washout areas 2. Clearing and grubbing. a) Remove trees. b) 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. c) 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 construct wood frame structure) 5. Install subsurface storage system and site drainage to capture roof leader runoff. Protect inlets with sediment control inlet protection. 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. o All disturbed area will be stabilized and the sediment build-up in the filter removed. After the construction is completed, any areas disturbed shall be stabilized immediately after the required work is completed. o Restore and re-seed any eroded areas as soon as possible o The Stormwater Management Facilities Maintenance Program will be managed by the home owner and shall include removal of sediment from the on-site catch basins and underground storage facilities. F. Narrative Report The primary goal of the soil erosion and sediment control measures is to reduce soil erosion from areas stripped of vegetation during and after construction, and to prevent discharge of silt offsite. Erosion control barriers shall be placed around exposed areas during construction.The barriers shall consist of silt fence. Alternate practice may be implemented by the contractor after approval from the Design Engineer and the City Engineer. Any areas stripped of vegetation during construction will be left bare for the shortest time possible. Any topsoil removed during construction will be temporarily stockpiled for future use in grading and landscaping. Page 1 5 Fuslon PnglnPPring pc Drainage,Erosion&Sediment Control Plan Village of Rye Brook,New York 29 Meadowlark Road Stockpile locations have been provided on the Erosion and Sediment Control Plan and shall be contained within a silt fence/hay bale barrier. Temporary vegetation will be established to protect exposed soil areas during construction. If growing conditions are not suitable for the temporary vegetation, mulch will be used. Materials that may be used for mulching include; straw, hay, salt hay, wood fiber, synthetic soil stabilizers, mulch netting, and sod. A permanent vegetative cover will be established upon completion of construction of those areas that have been brought to finish grade and to remain undisturbed. A temporary stabilized construction entrance comprised of a stone anti-track pad shall be installed as necessary to minimize dirt tracking onto Meadowlark Road.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. During construction, inlet protection (as applicable) will be installed at each storm sewer inlet to minimize the conveyance of silt and sediment through the storm sewer system. 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. Portable toilets shall be provided and located at least 20 feet from a drainage facility and shall be staked down to minimize overtopping from wind. 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. G. Material Handling and Waste Management Contractor shall be responsible for all waste materials being collected and disposed of into one (1) metal trash dumpster. Dumpster shall have a secure watertight lid, be placed away from stormwater conveyances and drains, and meet all local and state solid-waste management regulations. Only trash and construction debris from the site will be deposited in the dumpster. Contractor shall not store erodible or hazardous materials on any roadway. Oil and machinery fuels shall be kept to a necessary minimum and stored in structurally sound and sealed shipping containers or stored in the contractor's vehicles. Hazardous-material storage should be segregated from other non-waste materials. All hazardous materials will be disposed of in accordance with federal, state, and municipal regulations. 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. Contractor shall provide adequate designated concrete washout areas throughout the construction project and will be responsible for proper disposal of the concrete, mortar or grout collected there. One (1)temporary sanitary facility(portable toilet) shall be provided at the site in the combined staging area. The toilet shall be away from a concentrated flow path and traffic flow and shall have collection pans underneath as secondary containment.The unit shall be staked down to prevent wind overtopping the unit. Wood pallets, cardboard boxes, and other recyclable construction scraps will be disposed of in a designated dumpster for recycling. Construction equipment and maintenance materials shall be stored at the combined Page 1 6 Fuslon PnglnPPring pc Drainage,Erosion&Sediment Control Plan Village of Rye Brook,New York 29 Meadowlark Road staging area. All spills shall be cleaned up immediately upon discovery. Spent absorbent materials and rags will be hauled off-site immediately after the spill is cleaned up for disposal. Spill large enough to discharge to surface water will be reported to the National Response Center at 1-800-424-8802. Material safety date sheets, a material inventory, and emergency contact information will be maintained on site. H. Final Stabilization Permanent seeding shall be applied immediately after the final design grades are achieved as applicable throughout the site 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.g. silt fences, straw bales, material storage areas, sanitary toilets, etc. Seedbed preparation/grass application A minimum depth of 2 to 6 inches shall be applied on areas where disturbance results in subsoil being the final grade surface.The seedbed shall be free of large clods, rocks, woody debris and other intrusive materials;fertilizer shall be applied accordingly. I. Conclusion: The implementation of this stormwater management plan will capture all runoff from existing and proposed impervious surfaces into a subsurface detention system. Post development Stormwater flows will be mitigated to the predevelopment rates and not adversely affect the adjacent properties or the existing drainage system in Meadowlark Road. Respectfully Submitted, Fusion Engineering PC Paul Berte, PE N.Y.S. Lic. No. 071859 Page 17 Fuslon PnglnPPrinq pc Drainage,Erosion&Sediment Control Plan Village of Rye Brook,New York 29 Meadowlark Road APPENDIX A Stormwater Routings Pre Development Calculations Fusion PnglnPPring pc is v Z ; 1 P Rear Patio/Walks Existing Cultec 330XL 2s ; DP- 1 Existing Meadowlark Rd (Subc�at Reach on Link Routing Diagram for Meadowlark(EXISTING COND.) Prepared by Fusion Engineering, Printed 2/15/2018 HydroCADO 10.00-16 s/n 05751 ©2015 HydroCAD Software Solutions LLC EXISTING Meadowlark (EXISTING COND.) Type///24-hr 2-Year Rainfall=3.40" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD` 10.00-16 s/n 05751 ©2015 HydroCAD Software Solutions LLC Page 2 Subcatchment 1S: Rear Patio/Walks Hydrograph 0.095 ❑Runoff 0.09 cfs 0 09 0.085 Type III 24-h r 0.08 2-Year Rainfall=3.40" 0.075 0.07 Runoff Area=1 ,331 sf 0.065 0.06 Runoff Volume=0.008 of 0.055 Runoff Depth=3.17" 0.05 0.045 Tc=10.0 min LL 0.04 0.035 CN=98 0.03 0.025 0.02 0.015 0.01 0.005 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) EXISTING Meadowlark (EXISTING COND.) Type///24-hr 2-Year Rainfall=3.40" Prepared by Fusion Engineering Printed 2/1S/2018 HydroCAD®10.00-16 s/n 05751 ©201S HydroCAD Software Solutions LLC Page 3 Subcatchment 2S: Existing Hydrograph 0.8 ❑Runoff 11 0.75 0.73 cfs 0.7- Type III 24-hr 0.65 2-Year Rainfall=3.40" 06 Runoff Area=21 ,162 sf 0.55 0.5 Runoff Volume=0.060 of 0.45 Runoff Depth=1 .49" ° u- 0.350.4 Tc=10.0 m i n 0.3 CN=79 0.25 0.2 0.15 0.1 0.05 0 L=, =MWw0- ' 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) EXISTING Meadowlark (EXISTING COND.) Type///24-hr 2-Year Rainfall=3.40" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD® 10.00-16 s/n 05751 ©2015 HydroCAD Software Solutions LLC Page 4 Pond 1P: Existing Cultec 330XL-Chamber Wizard Field A Chamber Model=Cultec R-330XLHD(Cultec Recharger®330XLHD) Effective Size=47.8"W x 30.0"H=>7.45 sf x 7.001=52.2 cf Overall Size=52.0"W x 30.5"H x 8.501 with 1.50'Overlap Row Length Adjustment=+1.50'x 7.45 sf x 6 rows 52.0"Wide+6.0"Spacing=58.0"C-C Row Spacing 1 Chambers/Row x 7.00' Long+1.50' Row Adjustment=8.50' Row Length+12.0" End Stone x 2=10.50' Base Length 6 Rows x 52.0"Wide+6.0"Spacing x 5+12.0"Side Stone x 2=30.50' Base Width 6.0" Base+30.5"Chamber Height+6.0"Cover=3.54' Field Height 6 Chambers x 52.2 cf +1.50' Row Adjustment x 7.45 sf x 6 Rows=380.0 cf Chamber Storage 1,134.2 cf Field-380.0 cf Chambers= 754.2 cf Stone x 40.0%Voids=301.7 cf Stone Storage Chamber Storage+Stone Storage=681.7 cf=0.016 of Overall Storage Efficiency=60.1% Overall System Size= 10.50'x 30.50'x 3.54' 6 Chambers 42.0 cy Field 27.9 cy Stone EXISTING Meadowlark (EXISTING COND.) Type 111 24-hr 2-Year Rainfall=3.40" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD' 10.00-16 s/n 05751 © 2015 HydroCAD Software Solutions LLC Page S Pond 1P: Existing Cultec 330XL Hydrograph ❑ Inflow 0 095 0.09 cfs ❑ Discarded 009 Inflow Area=0.031 ac 008 0.08 Peak Elev=0.22' 007 0.07 Storage=0.001 of 0.065 0.06 J! 0.055 0.05 0.04 cfs s 0.045 LL 0.04 0.035 0.03 0.025 0.02 0.015 0.01 0.005 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) EXISTING Meadowlark (EXISTING COND.) Type/1/24-hr 2-Year Rainfall=3.40" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD® 10.00-16 s/n 05751 ©2015 HydroCAD Software Solutions LLC Page 6 Link DP-1: Meadowlark Rd Hydrograph ❑Inflow 0.8 0.73 cfs ❑Primary 0.75 Inflow Area=0.486 ac 0.7 0.6s 0.6 0.5s 0.s 0.4s 0.4 0 LL 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 0 1 2 3 4 5 6 7 8 9 10 11 12 1'3 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) EXISTING Meadowlark (EXISTING COND.) Type III24-hr 10-Year Rainfall=5.10" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD 10.00-16 s/n 05751 ©2015 HydroCAD Software Solutions LLC Page 7 Subcatchment 1S: Rear Patio/Walks Hydrograph ❑Runoff 014 0.13 cfs 0 13- Type III 24-h r 012 10-Year Rainfall=5.10" 01 Runoff Area=1 ,331 sf 0.1 . 009 Runoff Volume=0.012 of 008 Runoff Depth=4.86" °' Tc=10.0 min LL 0 06 005 CN=98 0 04 0 03 002 001 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) EXISTING Meadowlark (EXISTING COND.) Type ///24-hr 10-Year Rainfall=5.10" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD' 10.00-16 s/n 05751 ©2015 HydroCAD Software Solutions LLC Page 8 Subcatchment 2S: Existing Hydrograph 1.44 cfS ❑Runoff Type III 24-hr 10-Year Rainfall=5.10" Runoff Area=21 ,162 sf Runoff Volume=0.117 of Runoff Depth=2.89" Tc=10.0 min CN=79 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) EXISTING Meadowlark (EXISTING COND.) Type///24-hr 10-Year Rainfall=5.10" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD®10.00-16 s/n 05751 ©2015 HydroCAD Software Solutions LLC Page 9 Pond 1P: Existing Cultec 330XL-Chamber Wizard Field A Chamber Model=Cultec R-330XLHD(Cultec Recharger®330XLHD) Effective Size=47.8"W x 30.0"H =>7.45 sf x 7.001=52.2 cf Overall Size=52.0"W x 30.5"H x 8.501 with 1.50'Overlap Row Length Adjustment=+1.50'x 7.45 sf x 6 rows 52.0"Wide+6.0"Spacing=58.0"C-C Row Spacing 1 Chambers/Row x 7.00' Long+1.50' Row Adjustment=8.50'Row Length+12.0" End Stone x 2= 10.50' Base Length 6 Rows x 52.0"Wide+6.0"Spacing x 5+12.0"Side Stone x 2 =30.50' Base Width 6.0" Base+30.5"Chamber Height+6.0"Cover=3.54' Field Height 6 Chambers x 52.2 cf +1.50' Row Adjustment x 7.45 sf x 6 Rows=380.0 cf Chamber Storage 1,134.2 cf Field-380.0 cf Chambers=754.2 cf Stone x 40.0%Voids=301.7 cf Stone Storage Chamber Storage+Stone Storage=681.7 cf=0.016 of Overall Storage Efficiency=60.1% Overall System Size= 10.50'x 30.50'x 3.54' 6 Chambers 42.0 cy Field 27.9 cy Stone EXISTING Meadowlark (EXISTING COND.) Type III24-hr 10-Year Rainfall=5.10" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAW 10.00-16 s/n 05751 ©2015 HydroCAD Software Solutions LLC Page 10 Pond 1P: Existing Cultec 330XL Hydrograph ❑Inflow 0.13 cfs ❑Discarded 014 Inflow Area=0.031 ac 0.13 0 127 Peak Elev=0.57' oil- Storage=0.002 of 0.1 0.09 `u 0 08 a 007 LL 0 06 0.05 0.04 cfs 0.04 0.03 002 001 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) EXISTING Meadowlark (EXISTING COND.) Type 111 24-hr 10-Year Rainfall=5.10" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD® 10.00-16 s/n 05751 ©2015 HydroCAD Software Solutions LLC Page 11 Link DP-1: Meadowlark Rd Hydrograph ❑Inflow ❑Primary 1.44 cfs Inflow Area=0.486 ac N U O LL 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) i EXISTING Meadowlark (EXISTING COND.) Type///24-hr 25-Year Rainfall=6.40" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD®10.00-16 s/n 05751 ©2015 HydroCAD Software Solutions LLC Page 12 Subcatchment 1S: Rear Patio/Walks Hydrograph 0.18 ❑Runoff 0.17 cfs 017 Type III 24-hr 0.16 0.15 25-Year Rainfall=6.40" 0.14 0.13 Runoff Area=1 ,331 sf 012 Runoff Volume=0.016 of 0.11 0.1 Runoff Depth=6.16" 009 Tc=10.0 min LL 0.08 0.07 CN=98 0.06 0.0s 0.04 0.03 0.02 0.01 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) EXISTING Meadowlark (EXISTING COND.) Type H/24-hr 25-Year Rainfall=6.40" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD' 10.00-16 s/n 05751 ©2015 HydroCAD Software Solutions LLC Page 13 Subcatchment 2S: Existing Hydrograph 2.00 cfs ❑Runoff 2 Type III 24-h r 25-Year Rainfall=6.40" Runoff Area=21 ,162 sf Runoff Volume=0.164 of Runoff Depth=4.04" Tc=10.0 min CN=79 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) I , EXISTING Meadowlark(EXISTING COND.) Type///24-hr 25-Year Rainfall=6.40" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD®10.00-16 s/n 05751 @ 2015 HydroCAD Software Solutions LLC Page 14 Pond 1P: Existing Cultec 330XL-Chamber Wizard Field A Chamber Model=Cultec R-330XLHD(Cultec Recharger®330XLHD) Effective Size=47.8"W x 30.0"H=>7.45 sf x 7.00'L=52.2 cf Overall Size=52.0"W x 30.5"H x 8.501 with 1.50'Overlap Row Length Adjustment=+1.50'x 7.45 sf x 6 rows 52.0"Wide+6.0"Spacing=58.0"C-C Row Spacing 1 Chambers/Row x 7.00' Long+1.50' Row Adjustment=8.50' Row Length+12.0" End Stone x 2= 10.50' Base Length 6 Rows x 52.0"Wide+6.0"Spacing x 5+ 12.0"Side Stone x 2=30.50'Base Width 6.0" Base+30.5" Chamber Height+6.0"Cover=3.54' Field Height 6 Chambers x 52.2 cf +1.50' Row Adjustment x 7.45 sf x 6 Rows=380.0 cf Chamber Storage 1,134.2 cf Field-380.0 cf Chambers=754.2 cf Stone x 40.0%Voids=301.7 cf Stone Storage Chamber Storage+Stone Storage=681.7 cf=0.016 of Overall Storage Efficiency=60.1% Overall System Size= 10.50'x 30.50'x 3.54' 6 Chambers 42.0 cy Field 27.9 cy Stone EXISTING Meadowlark (EXISTING COND.) Type///24-hr 25-Year Rainfall=6.40" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD° 10.00-16 s/n 05751 © 2015 HydroCAD Software Solutions LLC Page 15 Pond 1P: Existing Cultec 330XL Hydrograph ❑ Inflow O.17 cfS El Discarded 0.17 0.1 Inflow Area=0.031 ac 0.15 Peak Elev=0.77' 0.14 Storage=0.003 of 0.13 0.12 m 0.11 0.1. 0 009. LL 0 08 0.07. 0.06 0.05 0.04 cfS 0.04 0.03 0.02 0.01 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) EXISTING Meadowlark (EXISTING COND.) Type///24-hr 25-Year Rainfall=6.40" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD" 10.00-16 s/n 05751 ©2015 Hydro CAD Software Solutions LLC Page 16 Link DP-1: Meadowlark Rd Hydrograph ❑Inflow 2 ❑Primary 2.00 cfs Inflow Area=0.486 ac N U O _ 1 LL 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) EXISTING Meadowlark (EXISTING COND.) Type ///24-hr 100-Year Rainfall=9.00" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD 10.00-16 s/n 05751 © 2015 HydroCAD Software Solutions LLC Page 17 Subcatchment 1S: Rear Patio/Walks Hydrograph 026, ❑Runoff 0.24 cfs 024 Type III 24-h r 0.22 0.2 100-Year Rainfall=9.00" 018 Runoff Area=1 ,331 sf 016 Runoff Volume=0.022 of 0.14 Runoff Depth=8.76" LL 0 ,2 Tc=10.0 min 01 CN=98 0 08 006 0 04 0.02 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) EXISTING Meadowlark (EXISTING COND.) Type/1/24-hr 100-Year Rainfall=9.00" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD' 10.00-16 s/n 05751 ©2015 HydroCAD Software Solutions LLC Page 18 Subcatchment 2S: Existing Hydrograph ❑Runoff 3.15 cfs 3 Type III 24-h r 100-Year Rainfall=9.00" Runoff Area=21 ,162 sf Runoff Volume=0.261 of cE 2 Runoff Depth=6.45" LL Tc=10.0 min CN=79 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) EXISTING Meadowlark (EXISTING COND.) Type 111 24-hr 100-Year Rainfall=9.00" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD®10.00-16 s/n 05751 ©2015 HydroCAD Software Solutions LLC Page 19 Pond 1P: Existing Cultec 330XL- Chamber Wizard Field A Chamber Model=Cultec R-330XLHD(Cultec Recharger®330XLHD) Effective Size=47.8"W x 30.0"H =>7.45 sf x 7.001=52.2 cf Overall Size=52.0"W x 30.5"H x 8.501 with 1.50'Overlap Row Length Adjustment=+1.50'x 7.45 sf x 6 rows 52.0"Wide+6.0"Spacing=58.0"C-C Row Spacing 1 Chambers/Row x 7.00' Long+1.50' Row Adjustment=8.50' Row Length+12.0" End Stone x 2= 10.50' Base Length 6 Rows x 52.0"Wide+6.0"Spacing x 5+ 12.0"Side Stone x 2=30.50' Base Width 6.0" Base+30.5"Chamber Height+6.0"Cover=3.54' Field Height 6 Chambers x 52.2 cf +1.50' Row Adjustment x 7.45 sf x 6 Rows=380.0 cf Chamber Storage 1,134.2 cf Field-380.0 cf Chambers=754.2 cf Stone x 40.0%Voids=301.7 cf Stone Storage Chamber Storage+Stone Storage=681.7 cf=0.016 of Overall Storage Efficiency=60.1% Overall System Size=10.50'x 30.50'x 3.54' 6 Chambers 42.0 cy Field 27.9 cy Stone EXISTING Meadowlark (EXISTING COND.) Type /I/24-hr 100-Year Rainfall=9.00" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD` 10.00-16 s/n 05751 ©2015 HydroCAD Software Solutions LLC Page 20 Pond 1P: Existing Cultec 330XL Hydrograph ❑ Inflow 0 26 0.24 cfs I❑ Discarded 0.24 Inflow Area=0.031 ac 022 Peak Elev=1 .22' 02 Storage=0.006 of 0 18 0 16 0.14 3 0.12 LL 0.1 0.08 0 06 0.04 cfs 004 0.02 0 777 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) EXISTING Meadowlark(EXISTING COND.) Type 111 24-hr 100-Year Rainfall=9.00" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD®10.00-16 s/n 05751 ©2015 HydroCAD Software Solutions LLC Page 21 Link DP-1: Meadowlark Rd Hydrograph ❑Inflow ❑Primary 3.15 cfs Inflow Area=0.486 ac 3 H 2- u 3 0 it 1 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) Drainage,Erosion&Sediment Control Plan Village of Rye Brook,New York 29 Meadowlark Road APPENDIX B Stormwater Routings Post Development Calculations Fuslon Png1nPPr1nq pc (is) Pervious area 2S 4ip Rear Patio/Walks Existing Cultecs DP-1 eadowlark Rd 3S 2P Roofs/New Pool Storm Tank 30 4S 3P Driveway/Roofs Storm Tank 30 Subcat Reach on Link Routing Diagram for Meadowlark(PROPOSED) Prepared by Fusion Engineering, Printed 2/15/2018 HydroCAD®10.00-16 s/n 05751 ©2015 HydroCAD Software Solutions LLC PROPOSED Meadowlark (PROPOSED) Type///24-hr 2-Year Rainfall=3.40" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD® 10.00-16 s/n 05751 ©2015 HydroCAD Software Solutions LLC Page 2 Subcatchment 1S: Pervious area Hydrograph 0.44 0.42 ❑Runoff 0.39 cfs 0.4 0.38 Type III 24-h r 0.34 2-Year Rainfall=3.40" 0.32 Runoff Area=14,963 sf 0.3 028 Runoff Volume=0.034 of 0.26 0.24 Runoff Depth=1 .17" 0.22 0.2 U. Tc=10.0 min 0.18 0.16 CN=74 0.14 0.12 0.1 0.08 0.06 0.04 0.02 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) PROPOSED Meadowlark (PROPOSED) Type 111 24-hr 2-Year Rainfa11=3.40" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD° 10.00-16 s/n 05751 © 2015 HydroCAD Software Solutions LLC Page 3 Subcatchment 2S: Rear Patio/Walks Hydrograph 0.095 0.09 cfs 0.085 ❑Runoff 00 Type III 24-hr 008 2-Year Rainfall=3.40" 0.075 007 Runoff Area=1 ,331 sf 0065. Runoff Volume=0.008 of 006 0055 0 05 Runoff Depth=3.17" °045 LL Tc=10.0 min 004 0.035 CN=98 0.03 0.025 0.02 0.015 0.01 0.005 0 0 t 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1'9 20 21 22 23 24 25 26 27 28 29 30 Time (hours) PROPOSED Meadowlark (PROPOSED) Type///24-hr 2-Year Rainfall=3.40" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD` 10.00-16 s/n 05751 ©2015 HydroCAD Software Solutions LLC Page 4 Subcatchment 3S: Roofs/New Pool Hydrograph 0.34 ❑Runoff 0.32 0.31 cfs 0.3 Type III 24-h r 0 28 2-Year Rainfall=3.40" 0-26 0.24 Runoff Area=4,601 sf 022 Runoff Volume=0.028 of 0.2 0,18 Runoff Depth=3.17" L 016 Tc=10.0 min 0 14 0 12 CN=98 0.1 008 0.06 0.04 0.02 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) PROPOSED Meadowlark (PROPOSED) Type III24-hr 2-Year Rainfall=3.40" Prepared by Fusion Engineering Printed 2/15/2018 HydroCADa 10.00-16 s/n 05751 © 2015 HydroCAD Software Solutions LLC Page 5 Subcatchment 4S: Driveway/Roofs Hydrograph 0.115 0.11 CfS ❑Runoff oil. 0.105 Type III 24-hr 0.1 0.095 2-Year Rainfall=3.40" 009 0085, Runoff Area=1 ,598 sf 0.08 0075 Runoff Volume=0.010 of 0 07 �0065 Runoff Depth=3.17" 0 06 0005 0 V_ 0. 5 Tc=10.0 min 0045 CN=98 004 0.035 0.03 0 025 002 0 015 001 0.005 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) 1 PROPOSED Meadowlark (PROPOSED) Type/1/24-hr 2-Year Rainfall=3.40" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD®10.00-16 s/n 05751 ©2015 HydroCAD Software Solutions LLC Page 6 Pond 1P: Existing Cultecs-Chamber Wizard Field A Chamber Model=Cultec R-330XLHD(Cultec Recharger®330XLHD) Effective Size=47.8"W x 30.0"H=>7.45 sf x 7.00'L=52.2 cf Overall Size=52.0"W x 30.5"H x 8.50'L with 1.50'Overlap Row Length Adjustment=+1.50'x 7.45 sf x 6 rows 52.0"Wide+6.0"Spacing=58.0"C-C Row Spacing 1 Chambers/Row x 7.00' Long+1.50' Row Adjustment=8.50'Row Length+12.0" End Stone x 2= 10.50' Base Length 6 Rows x 52.0"Wide+6.0"Spacing x 5+12.0"Side Stone x 2=30.50'Base Width 6.0" Base+30.5"Chamber Height+6.0"Cover=3.54' Field Height 6 Chambers x 52.2 cf +1.50' Row Adjustment x 7.45 sf x 6 Rows=380.0 cf Chamber Storage 1,134.2 cf Field-380.0 cf Chambers=754.2 cf Stone x 40.0%Voids=301.7 cf Stone Storage Chamber Storage+Stone Storage=681.7 cf=0.016 of Overall Storage Efficiency=60.1% Overall System Size=10.50'x 30.50'x 3.54' 6 Chambers 42.0 cy Field 27.9 cy Stone PROPOSED Meadowlark (PROPOSED) Type/1/24-hr 2-Year Rainfall=3.40" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD 10.00-16 s/n 05751 ©2015 HydroCAD Software Solutions LLC Page 7 Pond 1P: Existing Cultecs Hydrograph ❑Inflow 0.09 cfs El Discarded 0.09 009 Inflow Area=0.031 ac 0085 008 Peak Elev=0.22' 007 0.07 Storage=0.001 of 0 065 0.06 w 0 055 o°5 0.04 cfs a 0 045 " 004 0 035 003 0 025 002 0 015 001 0 005 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) 1 I PROPOSED Meadowlark(PROPOSED) Type///24-hr 2-Year Rainfall=3.40" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD® 10.00-16 s/n 05751 ©2015 HydroCAD Software Solutions LLC Page 8 Pond 2P: Storm Tank 30-Chamber Wizard Field A Chamber Model=StormTank 30(Brentwood Industries StormTank) Inside= 18.0"W x 30.0"H =>3.63 sf x 3.00'L= 10.9 cf Outside= 18.0"W x 30.0"H=>3.75 sf x 3.001= 11.3 cf 7 Chambers/Row x 3.00' Long=21.00' Row Length 29 Rows x 18.0"Wide=43.50' Base Width 4.0" Base+30.0"Chamber Height=2.83' Field Height 203 Chambers x 10.9 cf=2,207.8 cf Chamber Storage 203 Chambers x 11.3 cf=2,283.8 cf Displacement 2,588.3 cf Field-2,283.8 cf Chambers=304.5 cf Stone x 40.0%Voids=121.8 cf Stone Storage Chamber Storage+Stone Storage=2,329.6 cf=0.053 of Overall Storage Efficiency=90.0% Overall System Size=21.00'x 43.50'x 2.83' 203 Chambers 95.9 cy Field 11.3 cy Stone PROPOSED Meadowlark (PROPOSED) Type/1/24-hr 2-Year Rainfall=3.40" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD®10.00-16 s/n 05751 ©2015 HydroCAD Software Solutions LLC Page 9 Pond 2P: Storm Tank 30 Hydrograph 0.34 0.31 cfs ❑Inflow ❑Primary0.32 Inflow Area=0.106 ac 0.3 0.28 Peak Elev=149.58' 0.26 0.24 Storage=0.004 of 0.22 0.20 cfs N 0.2 0.18 0.16 LL 0.14 0.12 0.1 0.08 0.06 0.04- 0.02 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) PROPOSED Meadowlark (PROPOSED) Type///24-hr 2-Year Rainfall=3.40" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD®10.00-16 s/n 05751 ©2015 HydroCAD Software Solutions LLC Page 10 Pond 3P: Storm Tank 30 - Chamber Wizard Field A Chamber Model=StormTank 30(Brentwood Industries StormTank) Inside= 18.0"W x 30.0"H=>3.63 sf x 3.001= 10.9 cf Outside= 18.0"W x 30.0"H =>3.75 sf x 3.001= 11.3 cf 12 Chambers/Row x 3.00'Long=36.00' Row Length 6 Rows x 18.0"Wide=9.00' Base Width 2.0" Base+30.0"Chamber Height=2.67' Field Height 72 Chambers x 10.9 cf=783.1 cf Chamber Storage 72 Chambers x 11.3 cf=810.0 cf Displacement 864.0 cf Field-810.0 cf Chambers=54.0 cf Stone x 40.0%Voids=21.6 cf Stone Storage Chamber Storage+Stone Storage=804.7 cf=0.018 of Overall Storage Efficiency=93.1% Overall System Size=36.00'x 9.00'x 2.67' 72 Chambers 32.0 cy Field 2.0 cy Stone PROPOSED Meadowlark (PROPOSED) Type/1/24-hr 2-Year Rainfall=3.40" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD®10.00-16 s/n 05751 ©2015 HydroCAD Software Solutions LLC Page 11 Pond 3P: Storm Tank 30 Hydrograph ❑Inflow 0.115 0.11 Cfs ❑Primary 0.11 Inflow Area=0.037 ac 0.105 .1 N 0.095 0.09 cis I Peak Elev=145.60' 0.09 0.085 Storage=0.001 of 0.08 0.075 0.07 0.065 .. 0.06 90.055 LL 0.05 0.045 0.04 0.035 0.03 0.025 0.02 0.015 0.01 0.005 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) F PROPOSED Meadowlark (PROPOSED) Type/1/24-hr 2-Year Rainfall=3.40" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD®50.00-16 s/n 05751 ©2015 HydroCAD Software Solutions LLC Page 12 Link DP-1: Meadowlark Rd Hydrograph ❑Inflow O Primary 0.7 0.66 cfs Inflow Area=0.486 ac 0.65 0.6 0.55 0.5 0.45 m u 0.4 c 0.35 U. 0.3 0.25 0.2 0.15 0.1 0.05 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) PROPOSED Meadowlark (PROPOSED) Type/1/24-hr 10-Year Rainfall=5.10" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD®10.00-16 s/n 05751 ©2015 HydroCAD Software Solutions LLC Page 13 Subcatchment 1S: Pervious area Hydrograph 0.95 ❑Runoff 0.9 0.86 cfs 0.85 Type III 24-h r 0.8 0.75 10-Year Rainfall=5.10" 0.7 Runoff Area=14 963 sf 0.65 0.6 Runoff Volume=0.070 of 0.55 0.5 Runoff Depth=2.44" 045 U. 0.4 Tc=10.0 min 0.35 CN=74 0.3 0.25 0.2 0.15 0.1 0.05 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) PROPOSED Meadowlark (PROPOSED) Type III 24-hr 10-Year Rainfall=5.10" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD® 10.00-16 s/n 05751 ©2015 HydroCAD Software Solutions LLC Page 14 Subcatchment 2S: Rear Patio/Walks Hydrograph D Runoff 0.14 0.13 cfs 0.13 Type III 24-h r 0.12 10-Year Rainfall=5.10" 011 Runoff Area=1 ,331 sf 0.1 0.09 Runoff Volume=0.012 of 0.08 Runoff Depth=4.86" °°' Tc=10.0 min LL 0.U6 CN=98 0.05 0.0a 0.03 0.02 0.01 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) PROPOSED Meadowlark (PROPOSED) Type III 24-hr 10-Year Rainfall=5.10" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD" 10.00-16 s/n 05751 © 2015 HydroCAD Software Solutions LLC Page 15 Subcatchment 3S: Roofs/New Pool Hydrograph 0.5 ❑Runoff 0.48 0.46 cfs 0.46 Type III 24-h r 0.44 °o; 10-Year Rainfall=5.10" 0.36 Runoff Area=4,601 sf 0.32 Runoff Volume=0.043 of 0.3 0.26 Runoff Depth=4.86" 0.24 Tc=10.0 min u. 0.22 02 0.18 CN=98 0.16 0.14 0.12 0.1 0.08 0.06 0.04- 0.02 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) PROPOSED Meadowlark (PROPOSED) Type 111 24-hr 10-Year Rainfall=5.10" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD 10.00-16 s/n 05751 © 2015 HydroCAD Software Solutions LLC Page 16 Subcatchment 4S: Driveway/Roofs Hydrograph ❑Runoff o 17 0.16 cfs 016 Type 111 24-h r 0.15 0.14 10-Year Rainfall=5.10" 013 Runoff Area=1 ,598 sf 0 12 0.11 Runoff Volume=0.015 of Runoff Depth=4.86" 3 009. FL 006- Tc=10.0 min 007 CN=98 0.06 0 05 0 04 0 03 0 02 001 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) PROPOSED Meadowlark (PROPOSED) Type III24-hr 10-Year Rainfall=5.10" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD®10.00-16 s/n 05751 ©2015 HydroCAD Software Solutions LLC Page 17 Pond 1P: Existing Cultecs-Chamber Wizard Field A Chamber Model=Cultec R-330XLHD(Cultec Recharger®330XLHD) Effective Size=47.8"W x 30.0"H=>7.45 sf x 7.00'L=52.2 cf Overall Size=52.0"W x 30.5"H x 8.501 with 1.50' Overlap Row Length Adjustment=+1.50'x 7.45 sf x 6 rows 52.0"Wide+6.0"Spacing=58.0"C-C Row Spacing 1 Chambers/Row x 7.00' Long+1.50' Row Adjustment=8.50' Row Length+12.0" End Stone x 2 = 10.50' Base Length 6 Rows x 52.0"Wide+6.0"Spacing x 5+ 12.0"Side Stone x 2 =30.50' Base Width 6.0" Base+30.5" Chamber Height+6.0"Cover=3.54' Field Height 6 Chambers x 52.2 cf +1.50' Row Adjustment x 7.45 sf x 6 Rows=380.0 cf Chamber Storage 1,134.2 cf Field-380.0 cf Chambers=754.2 cf Stone x 40.0%Voids=301.7 cf Stone Storage Chamber Storage+Stone Storage=681.7 cf=0.016 of Overall Storage Efficiency=60.1% Overall System Size=10.50'x 30.50'x 3.54' 6 Chambers 42.0 cy Field 27.9 cy Stone PROPOSED Meadowlark (PROPOSED) Type 111 24-hr 10-Year Rainfall=5.10" Prepared by Fusion Engineering Printed 2/1S/2018 HydroCAD® 10.00-16 s/n 05751 ©2015 HydroCAD Software Solutions LLC Page 18 Pond 1P: Existing Cultecs Hydrograph ❑Inflow 0.13 cfs ❑Discarded 014 Inflow Area=0.031 ac 0.13 0.12 Peak Elev=0.57' 0.11 Storage=0.002 of 0.1 0.09 W u 0.08 0 0.07 U. 0.06 0.05 0.04 cfs 0.04 0.03 0.02 0.01 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) PROPOSED Meadowlark (PROPOSED) Type/1/24-hr 10-Year Rainfall=5.10" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD®10.00-16 s/n 05751 ©2015 HydroCAD Software Solutions LLC Page 19 Pond 2P: Storm Tank 30- Chamber Wizard Field A Chamber Model=StormTank 30(Brentwood Industries StormTank) Inside= 18.0"W x 30.0"H=>3.63 sf x 3.001= 10.9 cf Outside= 18.0"W x 30.0"H =>3.75 sf x 3.001= 11.3 cf 7 Chambers/Row x 3.00' Long=21.00' Row Length 29 Rows x 18.0"Wide=43.50' Base Width 4.0" Base+30.0"Chamber Height=2.83' Field Height 203 Chambers x 10.9 cf=2,207.8 cf Chamber Storage 203 Chambers x 11.3 cf=2,283.8 cf Displacement 2,588.3 cf Field-2,283.8 cf Chambers=304.5 cf Stone x 40.0%Voids= 121.8 cf Stone Storage Chamber Storage+Stone Storage=2,329.6 cf=0.053 of Overall Storage Efficiency=90.0% Overall System Size=21.00'x 43.50'x 2.83' 203 Chambers 95.9 cy Field 11.3 cy Stone PROPOSED Meadowlark (PROPOSED) Type III24-hr 10-Year Rainfall=5.10" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD® 10.00-16 s/n 05751 ©2015 HydroCAD Software Solutions LLC Page 20 Pond 2P: Storm Tank 30 Hydrograph 0 Inflow 0.5 0.46 cfs O Primary 0.45C Inflow Area=0.106 ac Peak Elev=149.71 ' 0.4 0.35 Storage=0.006 of w 0.3 0.25 cfs 0 0.2s LL 0.z 0.15 0.1 0.05 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) PROPOSED Meadowlark (PROPOSED) Type 111 24-hr 10-Year Rainfall=5.10" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD® 10.00-16 s/n 05751 ©2015 HydroCAD Software Solutions LLC Page 21 Pond 3P: Storm Tank 30 - Chamber Wizard Field A Chamber Model=StormTank 30(Brentwood Industries StormTank) Inside= 18.0"W x 30.0"H =>3.63 sf x 3.00'L= 10.9 cf Outside= 18.0"W x 30.0"H =>3.75 sf x 3.001= 11.3 cf 12 Chambers/Row x 3.00' Long=36.00' Row Length 6 Rows x 18.0"Wide=9.00' Base Width 2.0" Base+30.0"Chamber Height=2.67' Field Height 72 Chambers x 10.9 cf=783.1 cf Chamber Storage 72 Chambers x 11.3 cf=810.0 cf Displacement 864.0 cf Field-810.0 cf Chambers=54.0 cf Stone x 40.0%Voids=21.6 cf Stone Storage Chamber Storage+Stone Storage=804.7 cf=0.018 of Overall Storage Efficiency=93.1% Overall System Size=36.00'x 9.00'x 2.67' 72 Chambers 32.0 cy Field 2.0 cy Stone PROPOSED Meadowlark(PROPOSED) Type 11124-hr 10-Year Rainfall=5.10" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD®10.00-16 s/n 05751 ©2015 HydroCAD Software Solutions LLC Page 22 Pond 3P: Storm Tank 30 Hydrograph 0 Inflow 0.16 cfs O Primary 01 0.16 Inflow Area=0.037 ac 0.15 Peak Elev=145.65' 0.14 0.13 cfs 0.13 Storage=0.001 of 0.12 0.1, w 0.1 3 0.09 �—°° 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) PROPOSED Meadowlark (PROPOSED) Type 111 24-hr 10-Year Rainfall=5.10" Prepared by Fusion Engineering Printed 2/1S/2018 HydroCADO 10.00-16 s/n 05751 ©2015 HydroCAD Software Solutions LLC Page 23 Link DP-1: Meadowlark Rd Hydrograph O Inflow O Primary 1.19 cfs Inflow Area=0.486 ac 0 LL i 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) PROPOSED Meadowlark (PROPOSED) Type 111 24-hr 25-Year Rainfall=6.40" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD` 10.00-16 s/n 05751 ©2015 HydroCAD Software Solutions LLC Page 24 Subcatchment 1S: Pervious area Hydrograph ❑Runoff 1.24 cfs Type III 24-hr 25-Year Ra i nfa I I=6.40" Runoff Area=14,963 sf Runoff Volume=0.101 of Runoff Depth=3.52" Tc=10.0 min CN=74 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) PROPOSED Meadowlark (PROPOSED) Type 11124-hr 25-Year Rainfall=6.40" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD` 10.00-16 s/n 05751 ©2015 HydroCAD Software Solutions LLC Page 25 Subcatchment 2S: Rear Patio/Walks Hydrograph 0 18 0.17 cfs ❑Runoff Type III 24-h r 0 16 015 25-Year Rainfall=6.40" 0 13 Runoff Area=1 ,331 sf 012 Runoff Volume=0.016 of Oil 0,11 Runoff Depth=6.16" ° Tc=10.0 min LL 0 08 007 CN=98 0 06 0 05 0.04 003 002 0.01 0 t'"I 0 1 2 3 4 5 6 _71. 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) PROPOSED Meadowlark (PROPOSED) Type ///24-hr 25-Year Rainfall=6.40" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD 10.00-16 s/n 05751 © 2015 HydroCAD Software Solutions LLC Page 26 Subcatchment 3S: Roofs/New Pool Hydrograph 0 65 ❑Runoff 06 0.58 cfs 0 55 Type III 24-hr 05 25-Year Rainfall=6.40" 045 Runoff Area=4,601 sf 04 Runoff Volume=0.054 of u 0.35 Runoff Depth=6.16" 03 Tc=10.0 min U. 0.25 CN=98 0.2 0.15 01 005 0 , 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) PROPOSED Meadowlark (PROPOSED) Type///24-hr 25-Year Rainfall=6.40" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD 10.00 16 s/n 05751 U 2015 HydroCAD Software Solutions LLC Page 27 Subcatchment 4S: Driveway/Roofs Hydrograph 0.22 ❑Runoff 0.21 0.20 cfs 0.2 Type III 24-hr 0.19 0.18 25-Year Rainfall=6.40" 0.17 0.16 Runoff Area=1 ,598 sf 0.15 0.14 Runoff Volume=0.019 of 0.13 0.12 Runoff Depth=6.16" 31 0 0.11 LL 0.1 Tc=10.0 min 0.09 0.08 CN=98 0.07 0.06 0 05 0 04 0.03 0 02 001 0 777 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) PROPOSED Meadowlark (PROPOSED) Type///24-hr 25-Year Rainfall=6.40" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD® 10.00-16 s/n 05751 ©2015 HydroCAD Software Solutions LLC Page 28 Pond 1P: Existing Cultecs-Chamber Wizard Field A Chamber Model=Cultec R-330XLHD(Cultec Recharger®330XLHD) Effective Size=47.8"W x 30.0"H =>7.45 sf x 7.00'L=52.2 cf Overall Size=52.0"W x 30.5"H x 8.501 with 1.50'Overlap Row Length Adjustment=+1.50'x 7.45 sf x 6 rows 52.0"Wide+6.0"Spacing=58.0"C-C Row Spacing 1 Chambers/Row x 7.00' Long+1.50' Row Adjustment=8.50'Row Length+12.0" End Stone x 2 =10.50' Base Length 6 Rows x 52.0"Wide+6.0"Spacing x 5+ 12.0"Side Stone x 2=30.50'Base Width 6.0" Base+30.5"Chamber Height+6.0" Cover=3.54' Field Height 6 Chambers x 52.2 cf +1.50' Row Adjustment x 7.45 sf x 6 Rows=380.0 cf Chamber Storage 1,134.2 cf Field-380.0 cf Chambers=754.2 cf Stone x 40.0%Voids=301.7 cf Stone Storage Chamber Storage+Stone Storage=681.7 cf=0.016 of Overall Storage Efficiency=60.1% Overall System Size= 10.50'x 30.50'x 3.54' 6 Chambers 42.0 cy Field 27.9 cy Stone PROPOSED Meadowlark (PROPOSED) Type///24-hr 25-Year Rainfall=6.40" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD®50.00-16 s/n 05751 ©2015 HydroCAD Software Solutions LLC Page 29 Pond 1P: Existing Cultecs Hydrograph 0.17 cfs ❑Inflow ❑Discarded 0.17 0. Inflow Area=0.031 ac 0.16 0.15 Peak Elev=0.77' 01 0.13 Storage=0.003 of 0.12 0.11 0.1 c 0.09 u 0.08 0.07 0.0s o.os 0.04 cfs 0.04 0.03 0.02 0.01 0' 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) PROPOSED Meadowlark (PROPOSED) Type///24-hr 25-Year Rainfall=6.40" Prepared by Fusion Engineering Printed 2/15/2018 HydroCADI 10.00-16 s/n 05751 ©2015 HydroCAD Software Solutions LLC Page 30 Pond 2P: Storm Tank 30-Chamber Wizard Field A Chamber Model=StormTank 30(Brentwood Industries StormTank) Inside= 18.0"W x 30.0"H =>3.63 sf x 3.00'L= 10.9 cf Outside= 18.0"W x 30.0"H =>3.75 sf x 3.00'L= 11.3 cf 7 Chambers/Row x 3.00' Long=21.00' Row Length 29 Rows x 18.0"Wide=43.50' Base Width 4.0" Base+30.0"Chamber Height=2.83' Field Height 203 Chambers x 10.9 cf=2,207.8 cf Chamber Storage 203 Chambers x 11.3 cf=2,283.8 cf Displacement 2,588.3 cf Field-2,283.8 cf Chambers=304.5 cf Stone x 40.0%Voids=121.8 cf Stone Storage Chamber Storage+Stone Storage= 2,329.6 cf=0.053 of Overall Storage Efficiency=90.0% Overall System Size=21.00'x 43.50'x 2.83' 203 Chambers 95.9 cy Field 11.3 cy Stone PROPOSED Meadowlark (PROPOSED) Type///24-hr 25-Year Rainfall=6.40" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD®10.00-16 s/n 05751 ©2015 HydroCAD Software Solutions LLC Page 31 Pond 2P: Storm Tank 30 Hydrograph 065 ❑Inflow 0.58 cfs ❑Primary Inflow Area=0.106 ac 055 XPeak Elev=149.83' 05 045 Storage=0.009 of 0.4 U) u 0.35 0 0.3 0.29 cfs LL 0.25 02 0 15 0.1 0.05 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) PROPOSED Meadowlark (PROPOSED) Type///24-hr 25-Year Rainfall=6.40" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD® 10.00-16 s/n 05751 ©2015 HydroCAD Software Solutions LLC Page 32 Pond 3P: Storm Tank 30- Chamber Wizard Field A Chamber Model=StormTank 30(Brentwood Industries StormTank) Inside=18.0"W x 30.0"H =>3.63 sf x 3.00'L= 10.9 cf Outside= 18.0"W x 30.0"H=>3.75 sf x 3.001= 11.3 cf 12 Chambers/Row x 3.00' Long=36.00' Row Length 6 Rows x 18.0"Wide=9.00' Base Width 2.0" Base+30.0"Chamber Height=2.67' Field Height 72 Chambers x 10.9 cf=783.1 cf Chamber Storage 72 Chambers x 11.3 cf=810.0 cf Displacement 864.0 cf Field-810.0 cf Chambers=54.0 cf Stone x 40.0%Voids=21.6 cf Stone Storage Chamber Storage+Stone Storage=804.7 cf=0.018 of Overall Storage Efficiency=93.1% Overall System Size=36.00'x 9.00'x 2.67' 72 Chambers 32.0 cy Field 2.0 cy Stone PROPOSED Meadowlark(PROPOSED) Type 111 24-hr 25-Year Rainfall=6.40" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD® 10.00-16 s/n 05751 ©2015 HydroCAD Software Solutions LLC Page 33 Pond 3P: Storm Tank 30 Hydrograph 0.22 0.20 cfs ❑Inflow ❑Primary 021 Inflow Area=0.037 ac 0.2 018 Peak Elev=145.70' 0.1 0.16 cfs 0.16 Storage=0.002 of 0.15 0.14 0.13 0.12 0.11 LL 0.1 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) PROPOSED Meadowlark (PROPOSED) Type///24-hr 25-Year Rainfall=6.40" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD®10.00-16 s/n 05751 ©2015 HydroCAD Software Solutions LLC Page 34 Link DP-1: Meadowlark Rd Hydrograph ❑Inflow ❑Primary 1.63 cfs Inflow Area=0.486 ac 3 0 U- 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) PROPOSED Meadowlark (PROPOSED) Type ///24-hr 100-Year Rainfall=9.00" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD 10.00-16 s/n 05751 ©2015 HydroCAD Software Solutions LLC Page 35 Subcatchment 1S: Pervious area Hydrograph 2.04 cfs ❑Runoff 2 OFType III 24-h r 100-Year Rainfall=9.00" Runoff Area=14,963 sf Runoff Volume=0.167 of Runoff Depth=5.83" LL Tc=10.0 min CN=74 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) PROPOSED Meadowlark (PROPOSED) Type III24-hr 100-Year Rainfall=9.00" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD° 10.00-16 s/n 05751 ©2015 HydroCAD Software Solutions LLC Page 36 Subcatchment 2S: Rear Patio/Walks Hydrograph 0.26 ❑Runoff 0.24 cfs 0 24 Type III 24-h r 0.22 100-Year Rainfall=9.00" 0.2 0.18 Runoff Area=1 ,331 sf 0.16 Runoff Volume=0.022 of 014 Runoff Depth=8.76" MO0.12. Tc=10.0 min 0.1 CN=98 0 08- 0 06 0 04 0.02 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) PROPOSED Meadowlark (PROPOSED) Type 111 24-hr 100-Year Rainfall=9.00" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD®10.00-16 s/n 05751 ©2015 HydroCAD Software Solutions LLC Page 37 Subcatchment 3S: Roofs/New Pool Hydrograph 0.9 ❑Runoff 0.85 0.82 cfs 0.6 Type III 24-h r 075 100-Year Rainfall=9.00" 0.7 0.65 Runoff Area=4,601 sf 0.6 0.55 Runoff Volume=0.077 of 05 Runoff Depth=8.76" 0.45 M 0.4 Tc=10.0 min 0.35 CN=98 0.3 0.25 0.2 0.15 0.1 0.05 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) PROPOSED Meadowlark (PROPOSED) Type III 24-hr 100-Year Rainfall=9.00" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD' 10.00-16 s/n 05751 ©2015 HydroCAD Software Solutions LLC Page 38 Subcatchment 4S: Driveway/Roofs Hydrograph ❑Runoff 03 0.28 cfs 0 26 Type III 24-h r 026 100-Year Rainfall=9.00" 0 24 022 Runoff Area=1 ,598 sf 0.2 Runoff Volume=0.027 of 018 0 16 Runoff Depth=8.76" 0.14 Tc=10.0 min 0 12 CN=98 0.1 0 08 0 06 004 0 02 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) PROPOSED Meadowlark (PROPOSED) Type 111 24-hr 100-Year Rainfall=9.00" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD®10.00-16 s/n 057S1 ©2015 HydroCAD Software Solutions LLC Page 39 Pond 1P: Existing Cultecs- Chamber Wizard Field A Chamber Model=Cultec R-330XLHD(Cultec Recharger®330XLHD) Effective Size=47.8"W x 30.0"H =>7.45 sf x 7.00'L=52.2 cf Overall Size=52.0"W x 30.5"H x 8.501 with 1.50' Overlap Row Length Adjustment=+1.50'x 7.45 sf x 6 rows 52.0"Wide+6.0"Spacing=58.0"C-C Row Spacing 1 Chambers/Row x 7.00' Long+1.50' Row Adjustment=8.50' Row Length+12.0"End Stone x 2=10.50' Base Length 6 Rows x 52.0"Wide+6.0"Spacing x 5+ 12.0"Side Stone x 2=30.50' Base Width 6.0" Base+30.5"Chamber Height+6.0"Cover=3.54' Field Height 6 Chambers x 52.2 cf +1.50' Row Adjustment x 7.45 sf x 6 Rows=380.0 cf Chamber Storage 1,134.2 cf Field-380.0 cf Chambers=754.2 cf Stone x 40.0%Voids=301.7 cf Stone Storage Chamber Storage+Stone Storage=681.7 cf=0.016 of Overall Storage Efficiency=60.1% Overall System Size= 10.50'x 30.50'x 3.54' 6 Chambers 42.0 cy Field 27.9 cy Stone PROPOSED Meadowlark (PROPOSED) Type ///24-hr 100-Year Rainfall=9.00" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD' 10.00-16 s/n 05751 ©2015 HydroCAD Software Solutions LLC Page 40 Pond 1P: Existing Cultecs Hydrograph FF Inflow 026 0.24 cfs 10 Discarded 024 Inflow Area=0.031 ac 0.22 Peak Elev=1 .22' 02 0.18 Storage=0.006 of 0,6 0.1a rL 0.12 °, 0.08 0 06 0.04 cfs 0 0a 0 oz 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) PROPOSED Meadowlark (PROPOSED) Type III 24-hr 100-Year Rainfall=9.00" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD'10.00-16 s/n 05751 ©2015 HydroCAD Software Solutions LLC Page 41 Pond 2P: Storm Tank 30-Chamber Wizard Field A Chamber Model=StormTank 30(Brentwood Industries StormTank) Inside= 18.0"W x 30.0"H =>3.63 sf x 3.001= 10.9 cf Outside= 18.0"W x 30.0"H =>3.75 sf x 3.00'L= 11.3 cf 7 Chambers/Row x 3.00' Long=21.00' Row Length 29 Rows x 18.0"Wide=43.50' Base Width 4.0" Base+30.0"Chamber Height=2.83' Field Height 203 Chambers x 10.9 cf=2,207.8 cf Chamber Storage 203 Chambers x 11.3 cf=2,283.8 cf Displacement 2,588.3 cf Field-2,283.8 cf Chambers=304.5 cf Stone x 40.0%Voids= 121.8 cf Stone Storage Chamber Storage+Stone Storage= 2,329.6 cf=0.053 of Overall Storage Efficiency=90.0% Overall System Size=21.00'x 43.50'x 2.83' 203 Chambers 95.9 cy Field 11.3 cy Stone PROPOSED Meadowlark (PROPOSED) Type 111 24-hr 100-Year Rainfall=9.00" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD' 10.00-16 s/n 05751 © 2015 HydroCAD Software Solutions LLC Page 42 Pond 2P: Storm Tank 30 Hydrograph � ❑Inflow 0.9 O._8.2 cfs ❑Primary 0.85 Inflow Area=0.106 ac 0.8 0.75 Peak Elev=150.08' 0.7 0.65 Storage=0.014 of 0.6 0 55 6 05 0.45 LL 0 a FO.36 cfs 0 35 0.3 0 25 0.2 0 15 0.1 0.05 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) PROPOSED Meadowlark (PROPOSED) Type /H 24-hr 100-Year Rainfall=9.00" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD 10.00-16 s/n 05751 © 2015 HydroCAD Software Solutions LLC Page 43 Pond 3P: Storm Tank 30 - Chamber Wizard Field A Chamber Model=StormTank 30(Brentwood Industries StormTank) Inside= 18.0"W x 30.0"H =>3.63 sf x 3.001= 10.9 cf Outside= 18.0'W x 30.0"H =>3.75 sf x 3.001= 11.3 cf 12 Chambers/Row x 3.00' Long=36.00' Row Length 6 Rows x 18.0" Wide = 9.00' Base Width 2.0" Base+30.0" Chamber Height= 2.67' Field Height 72 Chambers x 10.9 cf= 783.1 cf Chamber Storage 72 Chambers x 11.3 cf=810.0 cf Displacement 864.0 cf Field-810.0 cf Chambers= 54.0 cf Stone x 40.0%Voids= 21.6 cf Stone Storage Chamber Storage+Stone Storage=804.7 cf=0.018 of Overall Storage Efficiency=93.1% Overall System Size=36.00'x 9.00'x 2.67' 72 Chambers 32.0 cy Field 2.0 cy Stone PROPOSED Meadowlark (PROPOSED) Type/1/24-hr 100-Year Rainfall=9.00" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD® 10.00-16 s/n 05751 ©2015 HydroCAD Software Solutions LLC Page 44 Pond 3P: Storm Tank 30 Hydrograph ❑Inflow 0.28 cfS I❑Primary 0.3 Inflow Area=0.037 ac 0.28 0.26C Peak Elev=145.81' 0.24 0.22 0.21 cfs I Storage=0.002 of 0.2 a 0.18 u 3 0.16 LL 0.14 0.12 0.1 0.08 0.06 0.04 0.02 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) PROPOSED Meadowlark (PROPOSED) Type III24-hr 100-Year Rainfall=9.00" Prepared by Fusion Engineering Printed 2/15/2018 HydroCAD®10.00-16 s/n OS751 ©2015 HydroCAD Software Solutions LLC Page 45 Link DP-1: Meadowlark Rd Hydrograph ❑Inflow ❑Primary 2.53 cfs Inflow Area=0.486 ac 2- N G O LL 1 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) Drainage,Erosion&Sediment Control Plan Village of Rye Brook,New York 29 Meadowlark Road APPENDIX C USDA Soils Report Fusion PnginPPring pc USDA United States A product of the National Custom Soil Resource Department of Cooperative Soil Survey, Agriculture a joint effort of the United Report for N RCS States Department of Agriculture and other Westchester Federal agencies. State Natural agencies including the Resources Agricultural Experiment County, New Conservation Stations, and local Service participants York tf r 4 0 8.000 ft October 27, 2015 z z Q OLSi7KV 09SZbSb OSSZbSb otSZbSb O£SZtSb OZSZbSb OTSZKtl OOSZKt, M.6E DO aEL g R M AE xw va ID 14,N t ,NP i0 a� 0 r� 0 i 0- CD L) =3 a tOn ti N y, 00 O O o O N U �N� En E X < o ID 10 0 5 Ln o o N Jt 4 O O Z Giiic M."DO eU � M."J>oU OLSZ450 095ZbSv OSSZtSb 04SZKO N£ ?Kb OZSZbSb OTSZKt, OOSZbSb z z P p C) a� m o o rn C) c _c o w ° cco N N N N U ; U «m+ �? N ILA 7 m p , m m m Q 'D ° � � rn m r L m -0 N 3 `0 N c T 0 CL m o U -D O V n O .0 a� c� mo � E cnN >cu E w N _ YE '6 O : w V ` N _ — V N d U y N O C O O N a O m E Z m C U m '� "' O ` Lo N a U ° m N N a O O E ai a m - �Cl) aD m y N r u') E m rn _ (A E m — � t au a) (D or °� m o a) o 0 0 3 H � md rn � ZEn 0 �n � aa� Z ZN 0 cLi0 � Q _ Y o c E E m ° a m � � � ri c E O ya � E () n m@ � oa p cN o r 3 m Q m� `� � o o m y m 0 m m o0Q O 0 E ; m ym - Yc m T > w O o 3 N 7 3 T y O m M « m O m CL LL CD a� — m o c N a� .- c a m 3 � � N T m E m Z d O cO N c 0 N L a 7 N U 'p '° O � U 0 N D_ N D N T'p C fm N (n 0 0 a `l N Z O HO ° w ZOU ° N O 'O d L a L QN m � o � >Z U, cE a o ° om > mo m ° a� EEa U ° do))ErnE m oL - >, L i 0 U NO E Opp "O c N cn 7 fn N m ~ U T C T y 'C L C N fp E a, c 1 �0 — m c0 m 0' O "O .2 d 7 O� :p f°/1 rn c E vmi ui N U y fC a N In d m m O N y m :3 mm 0a0 a.�� m � N > — Z � � u? v 21 ° prn L m C .N N 'p N N p 0 0 m O y a — L O 0 7 O fO p L E m F w E nu, a E tn U no < c� Hw c0V) � `o O04 O a a� (D U L O ch N(D 0) LL O h U) m N _ m c m Ta L O O d U t m +� Cl LL >^ C c Lm= N -p O cU O c m y f0 f0 O O y O O L Q y N n' m E 0 w Q' LL C L N vni w > O cn 2in c af _ D 0 o Q 0 d � Z lii 'D t-r < LL a ° LU Lu J Q O rn c N m a Q >^ y C 0 m fn c N a a° a E In CL a C C C m a n 3 'O ° ° _a 3 3 aT m m m ' o nn> CL >'oO o Q o y 0 LL N o10 m U. ti o > u > a m m a� a> Y c v w L y N — — — O N O U c > Y a, Q (n (n to 'Q m m U U U U' J J d w u) VJ VJ f4 14 US w a c a o t W ® x `- M <x ® ® !� + . e eo A w 0 a O N Q y Custom Soil Resource Report Map Unit Legend Westchester County,New York(NY119) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI UIC Urban land-Charlton-Chatfield 0.5 100.0% complex, rolling,very rocky Totals for Area of Interest 0.5 100.0% Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils.On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management.These are called contrasting,or dissimilar,components.They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements. The delineation of such segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, however, onsite investigation is needed to define and locate the soils and miscellaneous areas. 10 .r • Custom Soil Resource Report An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement. Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha-Beta complex, 0 to 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha- Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. 11 Custom Soil Resource Report Westchester County, New York UIC—Urban land-Charlton-Chatfield complex, rolling, very rocky Map Unit Setting National map unit symbol: bd7n Elevation: 100 to 1,000 feet Mean annual precipitation: 46 to 50 inches Mean annual air temperature: 46 to 52 degrees F Frost-free period: 115 to 215 days Farmland classification: Not prime farmland Map Unit Composition Urban land: 40 percent Charlton and similar soils: 20 percent Chatfield and similar soils: 15 percent Minor components: 25 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Charlton Setting Landform: Ridges, hills, till plains Landform position (two-dimensional): Shoulder Landform position (three-dimensional): Crest Down-slope shape: Convex Across-slope shape: Convex Parent material: Acid loamy till derived mainly from schist, gneiss, or granite Typical profile H1 - 0 to 8 inches. loam H2- 8 to 24 inches. sandy loam H3- 24 to 60 inches: sandy loam Properties and qualities Slope: 2 to 15 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Capacity of the most limiting layer to transmit water(Ksat): Moderately high to high (0.57 to 5.95 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding. None Available water storage in profile: Moderate (about 7.5 inches) Description of Chatfield Setting Landform: Ridges, hills Landform position (two-dimensional): Shoulder Landform position (three-dimensional): Crest Down-slope shape: Convex Across-slope shape: Convex Parent material: Loamy till derived mainly from granite, gneiss, or schist 12 Custom Soil Resource Report Typical profile H1 - 0 to 7 inches: loam H2- 7 to 24 inches: flaggy silt loam H3-24 to 28 inches: unweathered bedrock Properties and qualities Slope. 2 to 15 percent Depth to restrictive feature: 20 to 40 inches to lithic bedrock Natural drainage class: Well drained Capacity of the most limiting layer to transmit water(Ksat): Low to high(0.01 to 5.95 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 1 percent Available water storage in profile: Low (about 3.2 inches) Minor Components Leicester Percent of map unit: 5 percent Landform: Depressions Sutton Percent of map unit: 5 percent Udorthents Percent of map unit. 5 percent Rock outcrop Percent of map unit: 5 percent Hollis Percent of map unit. 2 percent Sun Percent of map unit: 2 percent Landform: Depressions Palms Percent of map unit: 1 percent Landform: Marshes, swamps 13 Building Permit Check List&Zoning Analysis Address: �'1 SBL: t _5 - Zone: -Z o Use: Const.Type: T�X__ Other. CO 2"6- 02t o c. L Submittal Date: "S' co I 4: Revisions Submittal Dates: 4 l ll I Applicant �, ►j A t,� Nature of Work: goo a 1 S w l 1" `L-L-j L—`r�ct(� S Reviews:ZBA: W 1 Z 2018 PB: BOT: Other. OK ( `too. — ( ) FEES:Filing�. �BP: 2� C/O: Legalization: ( ) ( -APP: Date Stamped ✓ Properly Signed: ✓ SBL Verified: H.O.A.Approval:- Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening: ( ) ( ) ENVIRO: Long. Short Fees: N/A: (✓� (•-Y SITE PLAN:Topo: Site Protection: S/W Mgmt.: Tree Plan: Other. ( ) (�SURVEY:Dated Current: ArchivaL• _Sealed Unacceptable: ( ( � LANS:Da%Stamped ✓ Sealed: Copies: 3 Electronic:. Other. ( (License: ✓ Workers Comp: Liability -7__Co;�p.Waiver. Other. (•� ( ) CODE 753#: Dated N/A: ( � ( ) HIGH-VOLTAGE ELECTRICAL:Plans: Permit: N/A: Other. ( ) ( ) LOW-VOLTAGE ELECTRICAL:Plans: Permit N/A Other. ( ) ( ) FIRE ALARM/SMOKE DETECTORS:Plans: Permit H.W.I.C.:_Battery:_Other. (� ( ) PLUMBING:Plans: Permit Nat.Gas: LP Gas: N/A/: Other. ( ) ( ) FIRE SUPPRESSION:Plans: Permit N/A: Other. ( ) ( ) H.V.A.C.: Plans: Permit N/A Other. ( ) ( ) FUEL TANK Plans: Permit Fuel Type: Other. O O 20I6 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. mtg.date: 3 1.Z l a approvaL• 3 7-\ notes: ( )ZBA mtg. date: approval notes: ( )PB mtg.date: approvaL notes:REQUIRED EMSTING PROPOSED NOTES APPIA P 1O t 18 Area: La 6- 2� `K 3 DATE Circle: l z S Fro�ta¢e 4 0 Front Front 417•v S 3 Sides: l S ,f o Rear. JY c 5,y, ( D Main Co v l 9" 6 G s•(o Accs.Cov. 3 ,S•• (o T Ft.H Sb: ,(1 o t S(o Sd.H Sb: t- 4 o 1 .`.-L GFA ['t I,& ( '15 G Tot.Imp: T! S$ &i -no t'j, 6� W 1/L^ Ft:I : P Height/Stories: 30 Z ZL notes• l ��. Di...r s� .�fie-5 r 1� � � tj FcF S• w ff- N C 'Z� '_ BUILD MENT D E �" E � �" E VILL J E OF RY OK MAR - 6 2018 938 KING ET RYE BR ,NY 10573 (914)9 9 39-5801 VILLAGE OF RYE BROOK BUILDING DEPARTMENT ARCHITECTURAL REVIEW BOARD CHECK LIST FOR APPLICANTS This form must be completed and signed by the applicant of record and a copy shall be submitted to the Building Department prior to attending the ARB meeting. Applicants failing to submit a copy of this check list will be removed from the ARB agenda. Job Address: Phone#q 1 4 Parcel 1D#: .V — Zone: - b Date of Submission: Proposed Improvement(Describe in det il): `h O a APPLICANT CHECK LIST: The following items must be submitted to the Building Department with the application-no exceptions. 1. ( ompleted Application 2. ( )Three(3)sets of sealed plans. (one full size;maximum Property Owner: �j TT oh allo%%ablc plan sve=36 x 42f)and two 1 I x17 ) Address: t 3. (""ree(3)copies of the property survey. 4. ( ree(3)copies of the proposed site plan. Phone# 5. ( )One electronic/disc copy of the complete Applicant ap earing befor the Board: pplication materials. 6. (,/) Filing Fee. 7. ( )Any supporting documentation. Address: r 8. ( )HOA approval letter. (ifapplicable) n 9. ( ) Photographs. Phone14 _ G 10.( )Samples of finishes/color chart. (a sample or ArchitectAErtginmr. wnerl�A14 model may be presented the night of the meeting) By signature below, the owner/applicant acknowledges that he/she has read the complete Building Permit Instructions&Procedures, and that their application is complete in all respects.The Board of Review reserves the right to refuse to hear any application not meeting the requirements contained herein. Sworn to before me this Sworn to before me this day of 1 �1�L , 20 day of , 20 Sig y Owner Signature of Applicant QU � s Print Name o ro V t ty Owner Print Name of Applicant Notary Public SHARI MELILLO Notary Public Notary Public, State of New York No.01 ME6160063 0!1-11fled in Westchester County 7i7/1 7 VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET, RYE BROOK,NY 10573 (T) 939-0668 (F) 939-5801 ARCHITECTURAL REVIEW BOARD Wednesday, March 21, 2018 NAME&LOCATION TYPE OF APPLICATION MOTION SECOND APPROVED REJECTED APPL.# 49 Roanoke Ave 6 Ft Vinyl Fence In Rear Consent 4537 *Yumart& Drukker Yard Agenda 11 Maywood Ave Rear Door& Steps To Consent 4538 (EZF Properties Grade 3 Wintrhorp Dr. New In-ground Swimming 4539 (Sommers) Pool, Patio, Outdoor Kitchen, Shower&New Steps to Grade 8 Fairlawn Pkwy New Rear Deck 4540 (Scala) 1002 King St Legalize In-Ground Pool 4541 (Scheuller) Renovation,New Pavillion, Patio, Raised Masonry Deck, Outdoor Kitchen& Bocce Court 38 Hawthorne Ave Amendment to Prior 4542 (Concepcion) Approval (Replace Kitchen Windows, &Corner Windows 12 Elm Hill Dr. Revisions To previously 4543 (Yellon) Approved Application 29 Meadowlark Rd. New In-Ground Swimming 4244 (Krishnan) Pool,New Shed,New 1� _ 0 Basement Stairs&2 Windows ML NM MR SE JM SF AC MI JB '° 46 3 w w � s _ 4AN - �W y ✓ C4 V.•N JJ L w.Vvy+ 1 VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook, N.Y. 10573 ADMINISTRATOR Paul S. Rosenberg (914)939-0668 Fax(914) 939-5801 Christopher J. Bradbury www.ryebrook.ora TRUSTEES BUILDING a FIRE Susan R. Epstein INSPECTOR Stephanie J. Fischer Michael J. Izzo David M. Heiser Jason A. Klein May 8, 2019 Via 1"Class Certified Mail Prakash Krishnan & Raji Krishnan 29 Meadowlark Road Rye Brook, New York 10573 Re: 29 Meadowlark Road, Rye Brook, New York 10573 Parcel ID#: 135.28-1-4 Building Permit#18-057 Issued: 5/3/2018- Expiration Date: 5/3/2019 Dear Property Owner, It has come to the attention of the Building Department that your Building Permit listed above has not been closed out in accordance with Village Code,and has been expired since 5/3/2019. Please note that there is a non-waivable expired permit fee of$500.00 now due in connection with your expired permit. Please be advised that it is a violation of Village Code to fail to close out a permit,and that a court summons could be issued and fines may be imposed on the permit holder and/or property owner for failure to apply for and obtain a Certificate of Occupancy(CIO)or Certificate of Compliance(C/C), in accordance with Village Code section 250-10A. Please note that Temporary C/Os&C/Cs are available in accordance with Village Code section 250-1OB should you require more time to perform whatever work remains in order to complete your project. Thank you for your attention in this matter, and please feel free to contact this office should you require any further information. Michael J. Izzo Building& Fire Inspector mizzoaa ryebrook.org /tg cc: Steven E. Fews. Assistant Building Inspector N O ph (30 I0 0 O � U' I co of r` r N s o�rn 0 C fU .n 2, .4 -- ce g rU C ru 3 p z O 3 :0 G) x 24 O f� Y c 0�0 Z W W d .}'S 'i �co U. gm J C � Y O+ 0 uj U) CL _ L , D - Un !d. ' • LL ]p ] LL d � m b q Li99 ;� O $ i �m ' ¢ K ~ ~ L2h9 LLT2 2000 06hE hTOL LU m g Q�.nwwwu, O o �1J in x .2 yZ E E w IL cc I]El 0 11 El 0 10 -ILU —0- . 40(j) Q) momr mnom mnnn ncom omni l��t.Vu`Li J� Y 1 VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook, N.Y. 10573 ADMINISTRATOR Paul S. Rosenberg (914)939-0668 Fax(914)939-5801 Christopher J. Bradbury www.rvebrook.ortt TRUSTEES BUILDING&FIRE Susan R.Epstein INSPECTOR Stephanie J. Fischer Michael J. Izzo David M. Heiser Jason A. Klein September 25,2019 Via I"'Class Certified Mail 2°d Notice Prakash Krishnan& Raji Krishnan 29 Meadowlark Road Rye Brook,New York 10573 Re: 29 Meadowlark Road, Rye Brook,New York 10573 Parcel ID#: 135.28-1-4 Building Permit#18-057 Issued: 5/3/2018- Expiration Date: 5/3/2019 Dear Property Owner, It has come to the attention of the Building Department that your Building Permit listed above has not been closed out in accordance with Village Code, and has been expired since 5/3/2019. Please note that there is a non-waivable expired permit fee of$500.00 now due in connection with your expired permit. Please be advised that it is a violation of Village Code to fail to close out a permit,and that a court summons could be issued and fines may be imposed on the permit holder and/or property owner for failure to apply for and obtain a Certificate of Occupancy(CIO)or Certificate of Compliance(C/C), in accordance with Village Code section 250-10A. Please note that Temporary C/Os&C/Cs are available in accordance with Village Code section 250-I013 should you require more time to perform whatever work remains in order to complete your project. Thank you for your attention in this matter,and please feel free to contact this office should you require any further information. 0� - - Michael J. Izzo Building& Fire Inspector mizzo ,rvebrook.oria /tg cc: Steven E. Fews, Assistant Building Inspector CD 1 ( O Lli o�� U) allo ru co cc -t Lr) -0 —W ru CO r-I C3 a0 -a -10 8 C3 i) co s. ot Q) M —4 m It Q, co L. co co Cie w IX co co C) C co W � m a= i LL LL = �y O m E E = m o ;m ;co ,m m ❑❑❑❑❑ o o m ;m U en LJ,OJ L:)oc Tnnn nTnc* cTn) I VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook, N.Y. 10573 ADMINISTRATOR Paul S. Rosenberg (914)939-0668 Fax(914) 939-5801 Christopher J. Bradbury www.ryebrook.org TRUSTEES BUILDING&FIRE Susan R. Epstein INSPECTOR David M. Heiser Michael J. Izzo Jason A. Klein Jeffrey B. Rednick January 16, 2019 Via I"Class Certified Mail Prakash Krishnan& Raja Krishnan 29 Meadowlark Road Rye Brook.New York 10573 Re: 29 Meadowlark Road, Rye Brook, New York 10573 Notice of$500.00 Fee for Expired Permits Open Building Permit#18-057 Issued: 5/3/2018- Expiration Date: 5/3/2019 Dear Property Owner, Please allow this letter to serve as a reminder that your open permit(s)noted above, as is the case with all Building Permits issued by the Building Department must be closed out with a Certificate of Occupancy or Certificate of Compliance in accordance with §250-10.A. of the Code of the Village of Rye Brook. Building Permits have a life of twelve (12) months and the expiration date is noted on the front of the permit. Please be advised that should you fail to properly close out your permit(s) in accordance with the law, effective November 1. 2009 the Village will be imposing a $500.00 Administrative Fee in connection with all open expired Building Permits issued after January I, 2003. Please note that this Administrative Fee applies to each individual permit and must be remitted in addition to any other required fees associated with closing the permit(s),as well as any court imposed fines should a summons(es)be issued. Thank you for your attention in this matter, and please feel free to contact this office should you require any further information. Michael J. Izzo Building& Fire Inspector m izzo(&[yebrook.org /ec cc: Steven E. Fews. Assistant Building Inspector o CD h 10 Q ^ l O c w IA � Nrjr fir r�' t�•! r.-Cr. V ' N� �, �.'� , •1.-. rir C7 Ir 3 ru cc Z Ln ra O O cc ^J ."a cz �o O m ►n r-I —_ a Y Ln 0 ® } m Z W Y W 8 KG tw"^ r v P U.0 Of r W V ` to so � Y co M 0+ ;111 1111 f��t /,/`�„Ilt �1��i s•.1+ 11 a �' � '�Ijl 11 1 ii ...,1111 �11/' •t; .i6��''. AIM 00 a N I• �i,. CD ; t I y a U - wLO 3 Lu �✓.� � O U � o � „ °� 'ry ,. cn Z c O > Z W .• V O O 3 c °` etas» r••+ O O a 4 � cd -� y u . d N co • +II1NI�:� a a �1 1+1 =_- - �_ i�z:; 111'ly.ps 1// 1+1 •y4' it j.111 11 y�t� .�• 1 'jt �( , 111 III ! ks t1� d MO. � Ill�jlll- f3 11 �jl � f1/ tihl 4d,�bry `�E110.+A' '4./cl./•�✓' fllt.��l�' 14.MO.- .t 'ci/ic rr' /.1��" ' •c I.i .�co CERTIFICATE OF LIABILITY INSURANCE DATE I1/27uzv/Dz017ol� 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 pollcy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsements. PRODUCER CONTACT NAME: Ella Insurance Brokerage,Inc. PHONE Phone:(718)336-4222 ext. fAx Fax:(718)386-4293 65-19 Myrtle Ave AD : insurance@eUaholdln .com Glendale New York 11385 INSUa s AFFORDING COVERAGE NAILS -- _ INSURER A:Main Street America Group 9939 INSURED INSURER■:NGM Insurance Company 14798 JW Wood Construction Corp 169 W Lakeshore DR INSURER C:Shelterpoint Life Insurance Company 91434 Carmel New York 10512 INSURER0: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 26032 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. - ,AODLSUSR - - - - L I TYPE Of INSURANCE POLICY NUMBER M�jyUVp�YY' M�COY EXP LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE __ ti ' 1,000.000 CLAIMS-MADE X OCCUR 3(Es occurrence) : SOO,000 -- MED EXP one person : 10,000 A N MPT5960X 0&01/2017 08/01/2018 PERSONAL&ADV INJURY = 1'000'000 OENL AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE : 2,000.000 X POLICY[:]PPERO 7 LOD PRODUCTS-COMP/OP AGO = 2,000,000 AUTOMOBILE LIABILITY/ LIMIT = ANY AUTO f BODILY INJURY(Per person) SCHEDULED f AUTOS ONLY AUTOS BODILY INJURY(Per asoddSM) f HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY P AUTOS ONLY eac6 X UMBRELLALIAB X OCCUR B .��LW EACH OCCURRENCE S 5,000,000 CLAIMS_-MADE CUT59wx 08/01/2017 0941/3018 AGGREGATE : 5,000.000 DED X RETENTION$IO.000 `. _-- -- WORKERS COMPENSATION AND EMPLOYERS'LIABILITY Y/N T _ ANYPROPRIETOR/PARTNERIEXECUTrVE EL EACH ACCIDENT S OFFICER/MEMBER EXCLUDED? NIA _., (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE S 11 yea,dean be urWar --. ---- _ DESCRIPTION OF OPERATIONS below EA_DSEASE-POLICY LIMIT S C NYS Disability DIIWIS 09/20/2017 01111IF 018 NY Statutory Limits DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If mom space Is requlmd) Additional Insured: Village of Rye Brook 938 King Street Rye Brook ,NY 10573 CERTIFICATE HOLDER CANCELLATION Villae of Rye Brook Vil [ St SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE g THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Rye Brook New York 10573 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 1- ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD USD New York State Insurance Fund {Yorkers'Compensation & Disability Benefits Specialists Since 1914 WESTCHESTER ONE,44 SOUTH BROADWAY. 1CTH FLOOR,WHITE PLAINS. NY 1 0601-44 1 1 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE o r. a ^A ^^A^ 113623807 J W WOOD CONSTRUCTION CORP 169 W LAKESHORE DRIVE CARMEL NY 10512 Scan to Validate POLICYHOLDER CERTIFICATE HOLDER J W WOOD CONSTRUCTION CORP VILLAGE OF RYE BROOK 169 W LAKESHORE DRIVE 938 KING STREET CARMEL NY 10512 RYE BROOK NY 10573 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE W 1304 704-8 40676 08/24/2017 TO 08/24/2018 11/27/2017 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1304 704-8, 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. JAROSLAW WROBLEWSKI PRIES&KATHY WROBLEWSKI VP OF J W CONSTRUCTION CORP. 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: 147151522 U•26.3 �'CK'+�' _ - / •r. __ �^.l'•tr- - 's •►1/ - is I► ram..- A _- . �► <(0)> blim - &MPI.i-t «; as E W N04 it _.-• u Co yam•- o 03 •= 3 p •POW p � ' o ��,'wa: "'velar �.�/�►( � W LL J LJ� ,�' C 0 HryMi t(0)> AZI 41 u N—Lil ci � --�• NI�1�, ,-�,.::..:'�„��� .;-_ c �: �1/,I }:.:--: frill", 4h, .• • ,� i�''`•.:.:''� it ,aco 0 CERTIFICATE OF LIABILITY INSURANCE DATE(MM DD/Y �i 4/23/2018 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(les) must 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 CONTNAME. Stephen Lyden The Lyden Group, LLC PHONE (518)877-7 018 1FAX (518)877-7062 282 Ushers Road E-MAIL .steve@lydengroup.com INSURERS AFFORDING COVERAGE NAIC# Clifton Park NY 12065 INSURERA:Erie Insurance Company 6263 INSURED INSURER B: ALMEIDA POOLS INC INSURER C: 33 PORTLAND PL INSURER INSURER E YONKERS NY 107 03-2 2 05 1 INSURER F: COVERAGES CERTIFICATE NUMBER:CL1491208555 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDLISUBRI POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 DAMAGE 0 RENTED nCOM MERCIAL GENERAL LIABILITY PREMI E E occurrence) $ 1,000,000 A CLAIMS-MADE ®OCCUR R 32-6100026 /11/2017 /11/2018 VIEDEXP(An one person) S 5,000 PERSONAL&ADV INJURY S 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER. PRODUCTS-COMP/OP AGG S 2,000,000 X1 POLICY F7 PRO LOC S AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea a cident ANY AUTO BODILY INJURY(Per person) S ALL OWNED SCHEDULED BODILY INJURY(Per accident) S AUTOS AUTOS NON-OWNED PROPERTY DAMAGE S t HIRED AUTOS AUTOS Per acciden S UMBRELLA LIAB OCCUR EACH OCCURRENCE S EXCESS LIAR HCLAIMS-MADE AGGREGATE S DED RETENTIONS S WORKERS COMPENSATION WC STATU- OTH- RY LIMIT AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE N/A E.L.EACH ACCIDENT $ OFFI ❑CER/MEMBER EXCLUDED? (Mandatory in NH) E L.DISEASE-EA EMPLOYE S If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT I S DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,it more space Is requlred) The certificate holder is named as an Additional Insured with respect to General Liability coverage. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Village Of Rye Brook ACCORDANCE WITH THE POLICY PROVISIONS. 938 King St Rye Brook, NY 10573 AUTHORIZED REPRESENTATIVE Stephen Lyden/STEVE ���`" J) ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. IN S025(201005)01 The ACORD name and logo are registered marks of ACORD Certificate of NYS Workers' Compensation Insurance Coverage Page 2 of 3 STATE OF NEW YORK WORKER'S COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE la.Legal Name and address of Insured(Use street address only) lb.Business Telephone Number of Insured Almeida Pools,Inc. 914-968-6906 33 Portland Place Yonkers,NY 10703 lc.NYS Unemployment Insurance Employer Registration Number of Insured Id.Federal Employer Indentification Number of Insured Social Security Number Work Location of Insured(Only required if coverage is specifically limited 263146806 or orSocial to certain location in Neiv York Stare,i.e.a Wrap-Up Policy) 2.Name and Address of the Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) AinTrust Insurance Company of Kansas,Inc. Village of Rye Brook 938 King St 3b.Policy Number of entity listed in box"ta": Rye Brook,NY 10573 KWC1100539 3c.Policy effective period: 8/18/2017 to 9/18/2018 3d.The Proprietor,Partners or Executive Officers are: included(Only check box if all partners/officers included) all excluded or certain partners/officers excluded This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"la"for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy).The Insurance Carrier or its licensed agent will send this Certification of Insurance to the entity listed above as the certificate holder in box"2". Will the carrier notify the certificate holder within 10 days of a policy being cancelled for non-payment of premium or within 30 days if cancelled for any other reason or if the insured is otherwise eliminated from the coverage indicated on this certificate prior to the end of the policy effective period? Yes ❑ No1/J This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed,nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved By: Henry C.Sibley (Print name of authorized representative or licensed agent of insurance carrier) lJe,,, e AW_ 4l23/2018 Approved By: (Signature) (Date) Title: Underwriting Manager Telephone Number of authorized representative or licensed agent of insurance carrier:CarrierPhone Please Note:Only insurance carriers and their licensed agenis are authorized to issue the C-105.2 form.Insurance brokers are NOT authorized io issue it. C-105.2(9-15) https://wc.amtrustgroup.com/anawc/PolicyNYCertificateOf Wclns.aspx?Indexld=219627&... 4/23/2018 Tara Gerardi From: Jerry Wroblewski <jwwoodco@verizon.net> Sent: Thursday, May 03, 2018 9:51 AM To: Tara Gerardi Subject: Re: 29 Meadowlark Road Hi, Updated ticket # Ticket # 12017-900-015 Just be helpful! Jerry Wroblewski JW Wood Construction Corp 917-559-4091 -----Original Message----- From: Tara Gerardi <tgerardi(a)ryebrook.orq> To: Jerry Wroblewski <iwwoodco(aDverizon.net> Sent: Thu, May 3, 2018 7:48 am Subject: RE: 29 Meadowlark Road I am aware you are not doing the pool, you are doing the additional work. You are also on this permit since it has additional work besides the pool. All I need is a ticket number if you are unable to do that please let me knoe. TARA A. GERARDI SENIOR OFFICE ASSISTANT, OFFICE MANAGER VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK, NEW YORK 10573 OFFICE (91 4) 939-0668 FAx (91 4) 939-5801 From: Jerry Wroblewski [mailto:jwwoodco@verizon.net] Sent: Wednesday, May 02, 2018 9:34 PM To: Tara Gerardi Subject: Re: 29 Meadowlark Road Hi, just want to let you know I am not the pool contractor, I only do buildings not pools! Please contact pool company who is applying for permit or the home owner. Jerry Wroblewski JW Wood Construction Corp 917-559-4091 -----Original Message----- From: Tara Gerardi <tqerardi rye brook.org> 1 Tara Gerardi From: Tara Gerardi Sent: Wednesday, May 02, 2018 2:46 PM To: Irajikla@yahoo.com' Subject: Building Permit Application - 29 Meadowlark Road Good afternoon, I contacted the contractor to call DIG Safe NY to get an updated ticket number. Once I receive this I can release the permit. The building permit fee $2,400.00 (due once permit is issued and ready for pick-up) Thank you, TARA A. GERARDI SENIOR OFFICE ASSISTANT, OFFICE MANAGER VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK, NEW YORK 10573 OFFICE (914) 939-0668 FAx (914) 939-5801 i o� o� 'Zj tj :w ti O Q O •� o a � .� o o � .� ° .a � � ° w ono ° �Ow •� ��� �-�.°� �o ri LO o o •� U o� o a o'er •� O i ti � Ztl aan-) pogdsd CL :::)p 4loUds`d Jo OUP-1 ganj 4laudsv o � Ob o � m° U u U Nl 00 d- LO 4laudsV jo 96p3 00 LO W� w llaUdsy LO �loudsd 10 196p3 qan41 L4ds ci 02 OD ,' i '00' 6Z'g 1 / N LU r 00 LO 'O Ci 0). z 0 0 � - 1 r W rf 0OX �' r f r d '�`� , ® N 1 L CL CN m rr 1 X J t o f'Lnr N t y \ J I Li' rrr o N CL �`� \\ �JO ! \ \ J I LO on J _ Jar LO N Q LO Flagst \ J I r Zo o Q, 6~ xQ m� cv ® fB h �- F-. Q_ II II Ln m ¥ Q Q y O 1 Lr) co h ,LLJ � LO 1, ,° LO m / CIO Uw ` 0 LO LO xexeX o rn aoua3 �a�ord x a�oJ r-)x �I a� v d- 0 LO Lq 00 -Q U 0 ai r4w (n qAkOGVL-- z NXV Q m U I� U N s I 40.27" 00 I X �-i I LO U LO mU F LO LO -1/Om au04s6alf � rn LL 1115 a000 I o 3 u, M Qi poLidsb'7jo a6p3 LO V. oO l 0•ov ,`� CL � Q � CD LO N X \ \ J J J S, A • g 0 0 C6 �I- El cc 6 tl- 00 0 d- -J Y 0 oo m o W U co I L LLB � i >� qq-J—nj p0gds y 00 Ln - O o C (t 0 O o L[? ® a° C L n O ] � o ))QOU C L z 0) OD ° ' Q w u ` �v�� \\ / Lug � C �w wl� C Ld �� o F L 0 7 r `_ - O ILI I_I IJI O W IL Ll (> 3wo 3LUOL >-- IL a- y- Q D Q ::� S N CL S N W LTI LU c i v c o `o i v y m 1 c v o g v'=o c nQ ..E9 aoNo= vf6 c aci v 1O m m E o w i v°> 0 ° oT ovum opO3 �'"m mom o> v o 3 c v y o �i �; � C✓V 2 u�moo i Sao ; 5i -' o o u n c w a -Q v mma 3 1>2t- L Y amm •y u �n ai > It c o `n y w Y L a'o tsv1OiY N v p-atOi> c .n v Z o ? w c 1O o c c v . a co rn o C O o.o i maGOpw O� CL LQL v�cvco E_uo1O m��u`6= O O O T y m:E E �000 > T d.i i N V N m C +S+ a N v L `" E E -- 00._ 3 W O w 3pw�U)Q O-i LU Qi- < Lp Q Q 13 SNLL W l'S�W Y Q >- (L � a wSNLL Uw w NjiC) LLI - 1� ,-1 Nw w V ( (I I I N I x m v m �- s� E +� a c t7 i rt! v > tl h CL a. N H Poc> 3 Q m m C a, a a E o z Q E Gl ' �cC N vt E : ua � S rt3 tom. tC U. - , l7 r 7+ Ln �. tz M l7 rs O. cu ro PV 'c Qi of N r M ag c a ai -M ih z O 2 fL �l LU O Z LL Z N A o Q. E SO Lo 0- _ 3 O 0 rYl O z LU z O LU Lu 3 �I VI Z Q o a� a l v p ^I }� LI W U i (� z w x Q QL z WOL i— CL ! W Q LL D Q Q w Q 0 LL! LL l� Q O I v Q O z � W J lY oZu * U Q 0 LLI Crib _� i` Q )- W L w co Lu vM Q Q i i— W Q Z LL v) �, r •., M W d O Q W Z 0 M N w i- Q 0 lu N -1 w LL to ry LLA w-A LLI w 4 ��JTW �4a � c 0 ur L�iaC� �z� °'. as a n d f6 0 m A '' 6 =y N tE cn o� N c �- a E a. ¢ N -0 v . o ' 'e„ "Ca ��aa0)m u i a W T a�i - 'c Q. Elm a. " 2 i� 1-- o E p20zcs} nmca.°��M�` . ,.�+ o Fit a6 a i6 j ' r7. '� 14 ' c G F O w ua T.5 = S1. q'3, 45. EC Ch SU ;CZL Cfj 'P S vimp' N M' tl7 -V Fi 4.,.v E E31 it, L u' w da F- sU �„ c Q - Ci .: 4 ai ai 2 g rt ga m a M .5 45 rq AL 1-. 8 ° > o at ear n Oa a •. c ca caw e� � - u� c �' . ffi E C E �. 2 Z,54 4 N V' U� �E� u��� w � r r n a 0) ice" t1) L�-m0 C} m � p I "a 0 c c3 C7 w a v i? vi i6 M 2 m oy 6. _lD q. 0 Q N J y w x 0 -TU RS ©te SQC9 qQ. 'r0 C!) 3wo ow ti. Li N S' r N �z 4 O W U W W � Q o 3 Co = > (V W i— �z0 �W wi w O Z 01 . Z W O Z cl) M Z Z N a C I:z n9 N w ' y z< � I w 3 # Q In i w� V - W m N W Q � N _ ' ' 0 Nt _moo►o � o N M --T Q I 1 1 Q O O O U q O x U H q O w H o a 0 � H Ga W O x a a Cl) L ^ O N O N O s N H Ei O o 0 N O N N O H O O q (n O p H w H s? N tz a O U H O Q fZ KC -H a ro r W •ro Q �D a -0 -I, w �q H Pa f]Q H r� -0 rl O M Q m a w o W� -° a W W -0 iH-1 f4 U M aw o a a Ln x O - `-' N O H I I UZ W I U-) M � Q0 H W o H a a a a n O >4 w co cn M aW co z z z w H a x I co p W H H H ", H O H U U? to U) Hco H co oN E� FC FC FC FC FC U 0 u.1 [�[ O® m Y 6 uj 0 < UJ 0(9 Z �J wl...1 o ->+r�F�HP0 El F-4 >1w q oo U) W W cngE�q W ^aa cnZO Oac mcn w o`V �11 U)� W Uf a UZ OH W HU � W Un O O (� `S'. Q�'ZQ, Pa5C Q � aH q W0 MW H 44 H H rL4C44aQw> Wq co PQ W 0% ��W Oa�H HCn U Q 00 H W aHa H � U 0U1� � 0 U0 H P qw w W O owwo �441 qw f4 zw WWI wawa r E-irf-7134 �H Qw aWwa G-4 44u oOXH x� F-q p U Z Q �W rD0 OOq � Hw vOWww�Dr4 o < UZW0� W �WH aZHU ou aarx U a C9a o Ina n Ei0 z wz �az� w u <.U)QO Ww "'wH N a U]q� Pw �0 Cuba <� qH� CQ o n4 w� W �Lu W 0 o Hao z x Gaga Pq a CnPaOwc- q W El H �O O V]U U�1ET��U? W W 0 U�] �����a o H OPWWa E<P O UR W x�o� Z co E1 ZO �aq ZawZ wH w WgrYlcoH q W �W fZ E� Z E1 O <% W Way H� WO W0Oa cNWq U)rT� WEi��U3 W W w Wiz �<aU>A r4 cnx�C �0� z wU� • a cn co �-I w w a a p-+ � � w FC w �-' �C E� E-� c/� u W rq �C 0.'UE�`'7 Hwo ri .�'� �D W W a Z CO,2Zi x HU)D Z W �� � U x a U] H> % � p U) O4 O Z'�El U1 w�a0 t-a �cw RiH P_'i +HHH U)U W OUaH% a Z Eiw U qH W C07 W a<01 < xaaaWa0 aH < < H ZqQ z w W 04 ZUq W HN O H Paa Q[x HN W OF q C7��U) �H E �aHq aQ a U aW (Z W E W�H W�:ze o�C 0 qX W W W W< CU7 few U UE+ H" H�H W W Zw W HH W C7E�+QH W WtxH � lU) H a W W� O U<U] E-4'J)XH HHH H HFC CH W w H W O W W W w U W W W q 3 l • W O�HEE-H-i o< u0 wZ Ho - )Z ZZ •o xa'Z � co l�l N FCCJ (l)�HNP d a� n�HU 9gaFC W W t • g a H z O N O x U U H FC VO �Z H H lu �i ■ > c c p C2, ' V U 0 ' = o a IL �- HBO lu H� n�co a M J aW M IIw W x E+ E+ a a Q q m S ,M 1t1h1'd?11S —,% nE-IV of p£-lq .C9 w� w ' w 4S- N p Ll O �'Lz�O� W_wSW ' V' VIQ< < o� � winwWQ - W x� wz-J:D o=goo=o �I- Z3al0U-wW Z m� Q �� m Q� �W� CL mQ� W O Z KC �q qt�H O � F'Q F cn W W�a zoc»oO O 44 H W a a W a V Ll n W W U] H co P W 01w, < 41UHwEl Iq H�4XaH1-la zWaX o H M 0 w W�4- H a w e E U 0 aa�cn<UvHrw n U w W cn�:D<0 ;�wE-+w�grx�q o HFCE1 wUHa V cn�cngwrx W U00 H O FC '� Ui 0 0 0� H U) 4 F Hl Mn ccE� wrxrxcncnz w o q FC H a4 H LI p, C) QQ a rz o H cn O H W El W x O�!D Z M C7 EH P' H LV Un � O H Y �q w zQ Z W W � LK O O- Z (91 U w Q ww3 LU O Z W O Z Z / 1 `3 1 W Ln y L O I- Cf) = a U_ co a > o z \� Q�0 � ens * �.icE �o -__- Z F_ zLi O a _ bi I.- :2 O Of U af 0-1 ~ w Q ° w bi L� ul W W O F- G � � bi 0-1 I 0 1. ® © i ; w 1 0.I NOIldi2jos3a I >- z Z O Z W .-- E 1 Z z Q �Z �� � O U �: Z CIZ a J W 0 W Ln O��Wp�az avOzl-O"w'"= W = > § g O ¢L zvwio�OZ !~Z oW >_Z 0= X r- N O z=Lu Z¢ W ¢ O r, O v� Z N u �0 wLU z g0uj J a S Z Z W a�F I L Ln>vn � I,- _ 31da 1 /\321 AN AOO218 3Al l JO 3E)V-111n ab0�l )NVIMOGV3VY 6Z 3ON30IS3�:I NVNHSNN NVId 3ilS a3SOdO�tId F. U1 W} Z fn 01 J p Q w J p O W W Q W} J p p p (7 W -� K U N Z f� W (7 d' K y 0-' Q J W w ZZxmw Occzw x zF-cCmf-ZZ n- Jw W J waF- N W O Ln Q� wQQOQQ ZZZZ 0 QF Z Zz ZO�UO w ¢ U' O wJ o0 m}z0Q Ox p QQaF=- w x Q 5- � wa pccQOcc ?. 2 ¢O a Uwa w_wOa wOw �Op N w`n N � 1= m O_ Ja Cc 0- m w =z� CCOzaO� >IvOmwO� mC7cc���� -z pwQ W � ~ Q Wiz~ pw� J w p ap p1-�w°� Zp�a-�`l �w,wzFQQOa O�O J w cc U a a�"p c°UCw j p m Z p� ui`rQa� N c~JQ zp�zUZY�z F__LIJ � �� F_ N�a UOQO LU o ¢ a.�..�u. � W C'J Z � p§ F- z O CC a J Z a,J a p Z Z N �' 'm.." n^ 1 O Z x p } a n O O a J p a N W cc O a 3: a -� 404Zv ..--.�...- -,�_ .�,aumsnm z��Z� SQwOma Q QccJF-O}cn QZ p F JV1W O�awpa C' z '' .::w r... O nJU F �W wwa �w pWxa C7C7 p O pU SZQ W F- _ s. H zQQ zwcnw Spa=� )O z0N Q w z "' m"�p FJI-art U H.. u �' - _, ,..;., v0paw zF a pa N~=zFOz�z }�z (7 O p z z� 0� FccO�� (Qj' r O a1 E fi 'I 3 Ot=Occ O��pwz �w w nE-Oa z z- z O 0 sn UFI o A ? 3 @ 3 I ��Qk v H��z nQ Q2 m0 zw� X n0 z C7� Z - a I- e m'� acpV Qw0 O� p0 aUZ J� H QwUw > p w - F UpF-z QOw W a 2 a vF 7 - ' 1 cc �waap uv ��x w a waQo a zo pw za O ���w ¢z �.. i` tT a a w Q z o O > w o N� 2 Q QFU z 0? -, ,UP- I r-: LLI UsWF O V) �z�OU>2, 0 : �N N Z w w O_p.2CJ OZZw p x ;�sw �;>1. � '� t U cc w F- via Z U e l , ter? H d' W W Q O U Y d> O w F N J W z a W J v CC N Z (.I Z O Q J U U"1 O� ¢ -. am w n U F O 2 a a Saz F- d e wN ZQ�aw~ N�Z FCJCJ�w ���>z O ap � w Oa�F JpU2 W w O' .8& ?eta= 3 y % , ri ~OO O n 00w -�O pO J-wN O� Z J HN F wv~ 0 Q W zN N t m , 1 t"'`r cc w- _O n w m W Z a U Z w w F } 2 sn a J F z O w x p F. O Q O Q O C] 2 x p x () O z N Zt g -A m"" e � V a 1 0 -R. O OF-z w w aO FEU } a ~za d, a- F- za~w NpNF-O - Q'', ���°.1 - -^ -QQ2ww >~z �p . 0 wJ a� W wC] . 2O Qp J ZwwF- a: .,�,3€ -- . _ �Jl?, h.s O(!) JJ }Q(70 `n wLLJ2 wQw w w (nJ ap2w w Oa i 1..a : K .i 3st 7rq„, ..' F- aLLJ = w N a O F- Z=} �.ZO a co Q N O 2 O w > p w z Z (% > z} p S m _U:.-� `t :.. c s4 { #- $ h� w'.�... QZ 0 F 1. wJ--� a -'O mpmV `-' aC7 p F- N W w W Z �wz ~ m'. 0 ww ` $ ` oe V WwOO pCL } U Q i ZZZw W V S }F- �CLN Q az F- ~ k v i •r- F 31 O V x aQa ZacemQO aQ F pa We00 0OOpz pF a Z> mwcn I-� 00 'n w' z �> %. ` _ O t-. Z_ O w w � � F- ti Z >- Q � v) i- � V U � w w � p p cC w Z 0 z F_ w : ;D;O t G' ,s a - @ ,t ! t ° C,+ '" ® ~ aa� a W F- Qp UO�cc OZ20cn wUUzz N. F-O J xU NU U N�"pUp L'J. t 'a psi ^ "• r d pwz� Qjw UawO �_ wO�OV' aNN W vi ���0LLI � m Z Q -� F-Q w�U u- INI-�H 6i, k v a +,.s - ()q, J m F. t w Ut a } F-- - Z 2 w= m Z m> w } N N Q J o� w 2 m Z z x p a a U 2~ F� w w`� c c2 Sa �_ a s 1 ,'+s �1 a F.ZU 0-wx Q p2 Qwza F. w W V N _ OF cc ww O �- aZ ';,9° �a . Y r I w ZwQN a>U p F-FCl� �F- wZOZ OU = via V zm F a NFZmQ hZ p�U �� Fes-' r c.... } ti.. q r .. W NpZ Qz LUpp NC,jwQI- OOUJ0 N J=U O� zFx-00 zz0Nz } � ;'O O.: 0 i " �'�''s,5? .11, as O`I _ Jw zQ� Y20� w N. a. O E-F m ccm N-O w Nz pl- J B z ti , r ,� >''� a (� a a 0 Q 0 w U -, F- o z p x 1V CC NZ a U a - F � o z�� w p ,z rra ¢ °u ." C� � t .� y '.„� ! I--' N z a p0 wrL Nw w w d I-m F_ O O, E z3: Z m, w Lu O m m_ U') vn O =) LLJ z off, �� O O Z w O a 0 2: uz Z =�� Z U 0- 0 Z z O� m z w a Litt :Z. 9 S1 `" F f 0? c" 3 Z i E w z�pUxa w0 OS-ZO�Or U0 Fw a Z F p0 Z Hp OZU W p�m FZ 0} in '� ? , I ? ,a L1. J , �� m O2 nw z cc U F O aO m:#. fL i Q a W �v Q Oww1-C��Q 9 NQwF O�� UV A Q JmQ Ow n aZZ ��� n~n p :, r i I I I qg� amcC�JcQ zp aZ p W zFwmwFw.!�- w } W � OOa U U(7 (7 Ow mF-a z �.N (� J Oin ^� i l �I l ;j 4 p;.m W � m �p H> �p Z - > macc°Nw F�=�F Uo\° N ~� w �� �ov,2 wm���O �w Q;Q O y C g P 2 K W ZZ CC N0 (7QZZ pO='0}cc GZp Z J [-i (n- ZaN (LW W t. w U¢l CS'C._® a... t t..k'_ x0�OQa (? m- Z a > wz x Qp pUOp �w0>�0 00� ZOI O wow'' S3 ,s �. F a. X m W 0 x F m w O z O w F w W O z w W U 0 x W a d es (J W V) � Q U 0 Z U p U v] 0» a O Z m- F_ U p Q Q W In O 0 F (n W F- cnn a � J j cC m (n J tiJ 5 w K //�� a •. w Lfl l0 h W Ol r 1_i r-1 - ••�, •, L. w -aF ZSCCw J JOZ W K p w U pwF- Zw 0 � F- J - ww wp w ww �. O z - m a 0 F o z 0 z V m vi z Q w O Q O z O 0 � a m a m Z CO CO Q F F' > CL F- x CC W F- O I.L U cn } a F. N Ur K a '1 K 0 � J a Q S J Z O O Z�z °-cn in t-�Q F- F- a �2 o w0 w w W (� J J-� F 01 L,J-Z D ,z< -t-Z w<aZ LLJ0 p mF W 0 ilf F Q� w(�SZQp m UQw�O�Z�Uapw �a0> J -L,u W wN >LU pw o 'nz xmO�NzO FQ-<uU.j Q�Qp mZZZ z Q° z0 QS 200 V) "- QQ .'-Q n z0Z Z�ZJC]U Fo w W w00 x F p OF- �F- w2ww 0 w� a w0w�O Q- w 7cns-Ow wcn <'5 - F_ Z CE W F-� y � �U_.0 2 n pmp wp =O Z N(DO� LU z 00 UO Z �Q J pw a LU aw pww Q vwi W �U(7a.F--Z`n�a> JZ` - 0 m 0 a(-) � ) -0w� Q m`n C7}uZN�N � p00�zzzQm� � OQQwcc z ww0 �� �Z Qpw N DZ Z°o 0zwp�< Z z Z C] LL Q O~ O a o a p � d m Q Lo W 5 t i F O w d m H w N Q w LU z LU Q Q w a W Q a Uw�a��O pzZ� v~', cnZ �o w> "-'xaa >z pJ a>�'-u�a-ZO m zw �u�OpwHQz~ �`10, J O �U. >a >Uxa 0"� -0 >>Ua �'ZZ J O U Z w z I- F W z U O} (7 U F- W In x w Z tY X !r W (n Cf d :E W 0- 0 Ln wp - V) Z J NQ�u wv �zOw mu ��Um wt 0�z ww LU w x0 O a O w N w (� Z a v� U a O F H 1- Z p ��- F- �. 0 x z d 0� fn t- > w fx- (n vn �2QULnnQ w� N 'n-�Z O � z W 01- 0U_ ~- �2< HF LLJ m W asn 1-0-UL.uw - W o w z� w O p� N 0 0 S O z z a W UJ O U(D a - O O= j N p w Q O v Z Z z °o w W J_-OOt-z Lu cc wU F-- XQ J �ZQ p- ww p(nmzp Fw N w Q z� 0m F z-00 } w O- w EO+n C� z O Um W w zQOF a w0 Q- 0 zUa F QU � QU K-w x z �`r. x�nwQz01-w.`r}�z OQwp w �Q= va=C] Q awOFtn a� w V J w0 Zzwu �w�zpzQvQ> ~ W 0� ° Occ0 SF-Q � NLnJ�� � n tZ� Q =�- O 2� D�QC]wwaQ n0 uw w0� w �OUd Q nZ m~ �a �X Op aZU Qw p�L" = O r0Z�mULLA s zwJ (.3F-a� = z.Q`n }Lu0 v tea: UZ u O jin0'n-Tvi J 11 g0'"�le a.../ uj ct 2 im ¢_ ,rl` ;- LL, (X > < C=l 0 J�w ", C_ I �� IT, , �a y _..i 6R° -'3 / r x �� ,.. r� :3 �/ �.� �� I I'll . � E n 7 Old - ��� � r ',, I � - " I I �1,11,11 0 z� axQ wZ Jp(7F-QZ; UzQw N O C] Q�� J v,�m w wD QO- 0t OZfnQF W OZ n�wF W ZZU� 0 Q W'nm N Zz 2,n0 Qw � wU coF a Zw Z , w w m a� Q Q z Z w w - Q a ==� z= Z_ Z "= w w w O C: c� 0} cc in p O to p Q �- O W O Z 5 e w fn F- F O [n o Q Q w O F CO w Q a 0 !- x DLu .a..e�...,....�,�.�.+�....„..,e.-o.....�,.:.:a,,.:,..«..,•„e•.�'®.....,..,... _.,..�....� ® W.w <i-Qd Z W Z N Uxa N Op w�z =f O zQ:x => J J F a�� W - i' U V pwNcn 00 �F ZN UQ�= C) �w n W v V O~ zN �w Q� Z O p�u1 -- O z W W U U U Q w Z i v W z p z J w Z U O CI_(; m z Q O w O d W W U H W CL 0 J N a w F F Q a O `� O W U O (� O J W 1 w N W p 'W z (Fi X % 7 ® 2 �D1 axwsn WQ n� n= LW w pzm� v qQ ��zZz w0 zcc n p W OW �w E �t' "I7 w� f✓.QQzw~O0Z W owwJ z1-O� � wQQ z wZO ��� w.Zw�Z wp u_i>Qw �(Qj z�0Z(aj w. z0 1") "�.. a t e Vi ccO ZwCL x0ccwa-> O O}_EF- w FO xOz zap �Of_ wz i0� OO F-ccO > t- 9 cam, O 1- U cn 2 a 0 F F r1 m Q> w � a U m n. N p. Q� Ln U F U G a C] v, I- U vi p U Q. Q Q U Q w J Ln 0 w U� 0 ,I -1 z C gg LLUR g y w �t v b a o ti � � Ip -a ; � a. O C 3 9 I Cs) , tt. t'a ,� u -x m _ --- �. _.__: r" w _.A . _ j I _ ' I - r _ _ ._ �z_ �; _ ..-_. ., ,. - , - > pph�i S �'t zj S 'i�'�� �"l.. e, ., en a 9 I T m t 9 zz - +?`t , !_ Fes` ` � r3? ,, fll :, \'' z ► ? � > ca a ; r >Y f � 1- O E { b � 0 � r . �,, m ' 0 3 f _ ', -9 t 3 f;� { --� j - S —_ ) _ i J'-:,: .. / ,.b `�,� 1 . i �f 0r_ r /I/ i I t :.a m, f I /' ri kr } e.I P xf gg /t ,E 1 JN / Z ° �i civ02I NXvq���U�tti dIlv*:0 m - . - • _ ,." - f _' , E,0-, T Z RE/r l a �' f CIF � w a .z �,. N (9 Z u9�E0T p ,, I- a } ¢ w 00 I- q - a N J d" is � wp a eI OE O 20 Fcn -a� W 0Ln W 3 � O-� CNI ", �AZ-,ST oo vw ��ow-c�+p ,/ : ,w, / wF_ m0m0.CJ>O r . I I zw 0E-mcw - 11 a,.,, a-`, z u � �N-I ` }tt r 1 / n � 9-ET£ �mi � , _1�1_ u . 154< C) £ 4 n, i t F % LL1 c0 i i0 j fi [ i' "`mow. ,,, .. 3 ....,....-.. £ ...,,. ^'." a �_ 1 ❑ I if. 7�1. ;,I E i -11 E L. O I { .. - -rrr_1 ❑ I O N € E r. 1 E Ln ,cl:� 1�,_ �I z ?: � �C_f, I - --=Iij=-I,��--- 11, I - c,- - I A ~ T t 4 'a- y 9 F l rr, a r spa' 1) _, - c. <a ? u' � 1 [} a� qi ; -1 Ul LIJ 0 rt 't :2 ' > i7 ii��_ _ ..... ...�,,_,.� ._.... -- ,..,,.,�. -- 1'"�, �\ \ � ® � '1I1 w a z q -_ 1 ri ,tip; z �� t O aW z U a 1 0 3 r j z z - 0 v>- Ln m U Z �, Oom -ccz0 t> zm2 ZzLU N'n ,\ I [ Ln H O w X Q O a a W CO 1 w F- U \! }- - > ` #; 25'-8"I. I w 1 , J , t 3' '`t- i U ,,,' tts l ?I ,/ :, ���tbZ �v y \ I `\ ^3""'�-'-'" "^^�...^^ 11 - I 11 i A6 ? �, �.s V� \ " , I a N , i11 ; I \ 1, !\ � w_ `'E '," I I 11 fIil :n `, \\11 `, � a; } I z_ I � 1 i xmMiw�\'_",�,\W,� ` J 1 _e.,.e...., -. .- /� _._. _..,�, .. �......m.-,._....._ .,_ _ .,.. ,-"- ._. - Z � I >, � Z. W t V� CLi-.. r`� .< G u 1' � � ii I. }LU O d• o > O i �I N��Z� `' 1 _11 ___ _ 17 2"11 .. r .. -1_ �-- I v1 H - ; /� I1=(EF I \ O w A - I p U z W� a? u• �1 i I -Ill- tI'llw 'I H' y 11! �� a O. �} : C] U' 0 - ti m�k I M 1Irl U z , > 1=i E(( cc ' w Q z p In i p ti� m Q \: w - M� - r z F (O Ln w � \ \I z Q 0 0 I d: O 0 C} Q OC F- c7j � q) a � C1 J K _ p W Ln O M{ W O W C'.. W J a Z O 1N �N\ `n � w p _ E U _ z U ¢��11 z O, 0 w ZO z _ EL w_I Z m 0> _ C) z .sz a \ ( 4 � ,j p o a 0 °_ S£•ZST X S£•ZST X _ - - - l� �I -j �' i i w U J a , w _ I z Ln s Ctrs U 0W p Z > fij ¢� ' \ (.,_ N z W i � i O E } z i 0O � s LO € o + c. �mLL: LL,Q 0cr � I 2> I 0 �. LO r Ln I W ♦-a zLjj N Q w_ _�3 �; i co � > .. z n , \%: 3 z �_ f % ll:�, \ , a- i (1) U Q C4 T I O` � i PZ .���. , I l I ��)t �� I 0 sx 1 � =rsng auc�S ; C 1 ❑; � � 0 p 4 -liv , , ca � uols t u `� �� L. > 7 - I1 � �? _ �\ C3 c ° `11 ❑ ❑ 1 ... 4 'x 3 T 11 - " F� El . - __Il� � �� �t�gr_? O 1 a m \ 0 to _ "1q {g I U tz z t_n s � - � ._ — a c � \ Si s , m � Ol 0 �_ pLLJ i ') Zo z p w -7 a � \ I CL \ t � }W zJOO � \ �.t \ 0� 1 - "I mO W ¢�O� Q \ : \ Vg'n \ is � ¢ 0 O a-i Ln ✓^ , ""*, �``. \ \ \ 1<1 � Lu 11 - ___ � O' \ \ n --� -_; N w J 3 j\ \\ {� \ 4 I 4 \ \ 1_ w W \ \ \ _ � ... w� \ \ ja 0 ® ,Oi,! t�0 you (///*"' U �-- . 0 u 1-, ': SE I � N � � -r 1--, � 1 14 ,..-. i E E__ 01- C) N I r 0 Q 11 Q J s- 3. (n in NOIlbOO� nn O N Li t2 0� o N 133rOdd o N Ll 0 O zr W W x (n m - in i n �O m - , ,4 CO N 11 :>2� z=Oui � a cr Q w -a_(In U N m m 11 -i J a z ¢ Z cc w Q LL LLn aJ ^n N m J = W U9 2 �p Of w - O a5o U__ w :2 Ln qf = o x OcfLmn O Ln� it m _. z � � - I I v,>>,-, 0 ,� o w Oa�Q cc:�iwU a a sn "7 m. - lqq'^^^''' I 1 1; ULU 1 0 c i �3 ;_ rLL��y.! LL f pr = Vy � ` c t� iw }y _- Z2 '111__�j �_� . 1 "I r� 1 W'0 t U aZ � �0 �, lefl v - z re .,- , I v cam. c -,,.. t i . big - £/ L b.i.� CL O to (1) a I s ® J ix I UJ v w zzo� I � OU)a I ®_UJ W , =V Z 0w<C,4 L)_ w ; ;- w CL -a O x O 4- 0 -C Q_ C) Q) P _Z Ih 0 O 0w m CC U C] pzZz �Z w 2� E0 00 2l3131d z 0 30 1H W L X LZJ Cr F- (NIW) (NIW) J o Z <4z <e J }. 0 0 LLI 'NIW<OZ 'NIW„9L 3► O I- O O CC O �.' S N a W 0r LLJ Q W Z - _.._.._ _ 0 a . - mW J .�.`�Q O. W O Q= Jz Q J LLJ 0� 0- J -1 _ (/i o zoZ o En o �'o �- 3 0CO:)� cnQ�= Z � Qo �aQFr WO v ZLLJ W� a Cr = Cr F Y lil V) = W Q W cD O: O a �, o ��y z F o to w x o v) o a r 'n `� b a, J OU p ZLLJ - O pLLJ LLI WN Wo ZW S_ z U) z mm Q Zm �Za aooQoQ Z WW a U O tW- W Q W L+l LL 0- c0 W Q O¢LL-� m� }� W M v � J mp U W wN ZBW J� ao Z o Z 0p W�wm Owz WM p Ld 0- � 0° -- J _ U w ui mm> zLd o 0, jj V3 X W LLJ JQ zJJ0 � LLJ az � Qm =aaCL K -r Z(n �LLI 3:00< �Q.aiy' O W 0 Z(n O Q CrwQ <0E-U az w J 0� 2 W F- W O m Z W J Q m U z 0 F Cr W Q Q Z o 0 O J (nS' (LJU UJUW pJ0n H J U (n W Z W ZaF-F- wL�LL)Ljj Z _ Q= W O 3= U- z 0 W V) F J Cr F F O V) Q M Cr 0 z N (9 O z J CC zZ z W Li CL(y F-0-jZ oZ LLJ O O J ��Lil W win Q0¢OW x Z WLti w � LIM = F-OfU ~ WQLnm WUaW- CC) W g w� Z mz W 3. J m��v� �g z LLJ ..z LL � wa.� JF'wofm a3 � � (D � L - O w -1 1 1-- - 0 U O Cr W o in o LLI < Z w W (n W F- X UJ F- Z- 0 O Z O_ O W O 0 O a p p OW Li- D~WJ WCr pW W V O ZO = OZ aZ '�Zf aaUwm �OCL WZK zZ W V) aQ ~ ow0" m0 -j CE0 W mam ova z� V _ V) CL N Q z P Z Cr Q W NZV)� LLJ J uj N�o J� I OLZII=- LLJ LLJ ~� ZU NwJ w= `'Q L, �o pw� ��odD w LL] Ld oL� V)Q J� O W= Z_ CrfF=--� 2zEL pM. U W Z pp F-H Z J0Z I U H�(nW VO0< Zoo �W V F Ld wo Zo ui I � F- 0_ 3iii00m 0 L'J zoF- X I J� zQ V NW LLJ V) J OJ Of zZW LL NQQp cn U V) J 00 LLJ p0m a0� O ?�1-W om z W O V) F W Q Q Z C]p V)� W UJX F-w } z L Lr Qt- I- w�wwcn QQ0 pp W W OZ Z�CL U ~WU= LJJ Ho CrwWO ZZ�J= LJLilCL w0 Z F-O WWCL = p=U0 J pwmo QOLLa _[rC- WX O (nU Ja'Q F- �F-O(n a V)C]CL� �UO(n[r �Qa CLCL Z Q N trJ d Ln (D 00 0; O O ZW Of c W Z W U X Q F- W z J W a (NIW) x a (NIW}.' Z m W CL O p � p a O 'o W a aa � a a N V) W v v Q J J In Cr QLLJ Crm Cr N N O W a NIW „9 0 J z o cn � a m U za ry (NIW) ,Z L CL Zo OfQ0LdW Cr O = W F N Z O F p V) -� Q LO 0 - O U Cr1YFQ--Z CL F- V1 W 0_ LLJ J_ w O 3 Z W zZ J ZZ S ((A o LL. (n o Z w Cr_ 0 w U g a 0- NOI1dlKS30 0 N O W U Z W LL J V) w m p } owW -� o U �U H g w o Ifl a 0 Cr X> _J O >o oU H UC.) Z mU U J uo of O_ Ld J o U F_ U Q J a Z 0 Q `O S Ld Q Ld J CL U O V) z s� Li w U Z z J w LL a o z AN NOMJ8 3Al J =O 3JdI-11A ad0�l N1 JVIMOabEIW 6Z 3ON30IS�:! NVNI-ISI23>1 N` 'ld :q11S a3SOdO:Id J J m d m I ❑ ❑ U- uw CL o Q z O Q o (h W U' O J w w w CD O Y z z z W m Q z z W (®r W F-w � 0= � w 0= W ❑ 0 ❑ Z w z 2 (02 z2 Z- V) J Of Of O Z 0 W D Z _ L J w Z JU LLJ ZF- a<v) p m J O U p LEI OZo w�m w�Q Cr O w W X U W () L ce U 0O W m LL W LA- 0 0 =O w i W Iw I0 O U F- CL W 0 Y Z W J ma Y 0 O W V) a- O V) WL w w Of v Cr Li_ U z Q W ti LLJ Z m- � Y Z o 3 J z a Za 0 U 0 1 Wo F- OFr Fr w VV)) CL a W CC o W p FLd- L F- QC O =N. Z P- LU z O I— w J F- z Q W z LLJ w NOUVOM N p 00 0 N QQ z Q �(j Q N W 103r0�id o p 0 � J Z iz< ;zo 0w U O J I o O UJaoJ Lazo 1 00°2 LL a (.0Jza- ❑ ❑ P X~j �x LW � 0 QOfU OLL V) LU d z f•-- z CL "' o CK W Ld Z > O O 0 o cr 0 o of � W c~j z m m 0 X U Z F- W M 0Q U w � o Jjr m =CrzWW Q LZoo LiLd o0 g 1-pw CrIrW Ld 0 H oL F- CL L� F of O Z W W 0p �Cr W LLI CO- V) W X Cr W =azm OJ wO p w 0o v� >> a F- W_ F-UZ FQ WV 0 L` a 3mzZ UW z -D�W o J az� aL` aF- J 00 g� g N aQ= oQ� 0 aZ } o <Z z Q®�.OLw Q z o� �zJmI- U <J a� F-Z W CL oaa W ZQzn dp m ry o �~W O -V) n V) Z � Z m00of mz <<E Q� = >a z W U W V) }- O W w N LLJ (n LLJ LLI 0o goQ 0 o Q :Q X w Z= O z :LLJ 2 ml1J aQ o cna FWm Q Q W} Q, Li Z ;V O L_L LL O Z W z p W (n amo L� F- N Z 0 0 X 0 o 0 W F"'- F- U U O ins:20-0 t W o w a fn wc� L~,_I � m�0 W F- O F- . Z CO Z F- p } F > 0LLJ p V) W o O Jz J LdZCC LnCv io® a© Q 3d a Y a a W ��LL, LLJ Wa V 1- W Q ��� �. Y Cy- 0 W air L` m mmry CC 0 V) 00 Z p Ld �p J Z I-N o -oU) J O Z ❑ o 0V) w Q 00= 0 cn O > U a -� U)LJ J Wm 0 z ��o W oar Li Q W to F�-ZQ w F- Xom z O D o v � Z O LLJ V) W z O U Z J J LcJ V) LLJ Uj W O V) �z0 �p W F- m V) V) O W V) Cr > U zCL ZWCD C� CQ F- CC 5; (/ nn V / V)LLJ LLI mZ € [jam$] jj jj jj$j Q aO�LLJ 3 £ £ £mm9 9 F_. i Si �< t1 0g I9 z N CL ry Zia {Itjmjj:j (n i ,AEI I®I3 - W 77=€j m Z� a Onz_ 0 = L9 J p L7 _ W o- L� W CL a Cr LLJ o a p LLJ a of > Ow U W z W Fr a m Q Ld O = a Q - W (L M LLJ p W Q �> Z 0 �0 Q V) O U a ~Ld p W LL CrW W IL mQ ILQ V) a =Cr O U U U W O W Z a _ - J�or �a p Z N (0 LL W lL I me N V) W CC V) w Ld IL W z 0 w J m z J_ a H W 0 RIM=147.92 ORIOLE PLACE CATCH BASIN RIM=147.98 of Only copies from the original of this survey marked with an original of the Land Surveyors embossed seal shall be considered to be true, valid copies. Said certifications shall run only to the person for whom this survey is prepared and on his/her behalf to the title company, governmental agency and lending institutions listed hereon. Certifications are not transferable to additional institutions or subsequent owners. Unauthorized alteration or addition to a survey map bearing a licensed Land Surveyors seal is a violation of Section 7209, Subdivision 2 of the SEWER MANHOLE New York State Education Law. RIM=155.89 Possession only where indicated. s Adjacent property lines and easements not surveyed or certified. Access to adjacent rights of way, easements and public or private lands not guaranteed or certified. :H BASIN 154.98 Underground utilities shown hereon are approximate and should be ^n verified before excavating. F� Additional underground utilities are not shown or certified. Encroachments and structures below grade, if any, not shown or certified. a oQ Subject to covenants, easements, restrictions, conditions and agreements of record. CATCH BASIN RIM=148.97 GV N N s SEWER MANHOLE RIM=147.57 CATCH BASIN RIM=146.60 Q Elevations shown hereon generally in accordance with North American Pole Vertical Datum 88. 01 Premises hereon being Lot 24 in BlockA as shown on a certain map entitled, "Subdivision Map, Section No.3, Meadowlark." Said map filed in the Westchester County Clerk's Office, Division of Land Records April 27, 1960 as map number 12390. Surveyed in accordance with Deed Control Number 470460220. Premises shown hereon designated on the Village of Rye Brook Tax Maps as: Section 135.28, Block 1, Lot 4. Property Address. 29 Meadowlark Road Rye Brook, NY 10573 THIS MAP IS FOR BUILDING DEPARTMENT PURPOSES ONLY. MAP IS NOT TO BE USED FOR TITLE TRANSFER PURPOSES. MAP MAYNOT BE CERTIFIED TO TITLE COMPANIES AND/OR BANKS. ASBUILT SURVEY PREPARED FOR Q PRAI�ASH I:RISHNAN N Q AND a RAJI KRISHNAN SITUATE IN THE VILLAGE OF RYE BROOK TOWN OF RYE �UPoie WESTCHESTER COUNTY, NEW YORK SCALE. 1 " 15' Surveyed. May 27, 2014 Map Prepared: May 29, 2014 Map Revised: September 27, 2018 to show pool as built Map Revised: February 12, 2019 to show update By: New York State Licensed Land Surveyor No.050604 15 GRAPHIC SCALE 7.5 15 30 ( IN FEET ) 1 inch = 15 ft. 60 �X MEADOWL v�ARK ROAD 2 Edge of Asphalt Aspharr (,,Ulu Asorx3ff C oz CD W � y d 4 0 1� �o od y o • r r W� N � 00 00 o v� 0 Q (p n a- �D a z II Z vrn �< In Q "E �_--•-�—"''—Stockade Fence �TT II Z vl � �� Z o C (DD C CD I � (D I 3a CD o O� 0 Flagstc with i R= 1345.00' �v II � �o = a Z MEADOWLARK Edge of Aspha Edae of Asnhnit rt "a 0 W N 00 bd 0 n r 0 rt iI dismiss �o nnm5; c m� mm Q r- :n m -C m c� ciy �z C: �;� A m CD � (A m mZ � v';8 -o o ypzC) n �0CC ""o� NOr -i0�n o_ o n N Ti a N Cr -t > z D- c) ro a s o x x_� m r D 8 S r o m y i1 cn nN Cm� ° m nrD m m zz d x n n rp O �C �C �Z ti z ZC $_ �n it z �' z 0 r z z < �� nz o a �' Um O iri CJ ^ 0 D O �-a Z-M Orn Om .. mm 7nC -y r Oz m C) 0 l J n 77 C x Imo' j O to O C7 C7 � O p r" a z O y m� 00, Ndo z z O r nny do m �O v�i C7 7d �n m z lr-+ > IC Cad zt7 m5rn Ox� z z C7 d� O O rzl D O D p N z m to t� tf C O uQ z 7y i 7d z C O �?'b z�Y n C v' z §z x m 1-1 � p -� z o D z m „�0 z ��e `� C m m -oW-lid dC o a r`5- z o ft �i x z p tr OOP ►"� � t n m Arf 7y O- Co n�n ��„ z N m x z z � z Om mx"�C oC rcn m O' < o°off mO K z �o o� z m (v menu, D z zmz oo� ooz z f= 0 --�� x y z �� itto�z tir mn o C z 0 mOd z m LJ m �'� � CCU d m r C7 r n n ^^ [ntf p m x m -1 -1 t7 tmn �" m Z ►-� N 0 m n 0 C7 zn �J rrn� p O< aF m �n y� z O tT'f g o 0 o v� 001, O x0 m C� yxar�orr� d M zn n o0 zz0�zc�"m�- < m CT) goro gimvri. Sor gor gr 7zd rm �m"kOznr ?7� z -i + + + + + O Cm �o o v on d k d o on �� ">c o xo fip 0zo n0 z C +:Ic0 z� m t z Oz 10 m o 4; �m C' zz dm z O n z 5 "� n `� 70 z 7d SO m mr. oo �e n o Z C • • • O m z 7C 7d _n m Ey ' JO m D D H ro O m z n n0 r O` WO 'z' � 0 r m w m r Cn C M O -�m1 Co x y` m ?y z (� Y r7 t7f y O m� m N r^� rr--O ?7 °� r d r r rrn-1 z O m tToy G r 0 ON m O W ^ Z D Om -ld C W �IJ l J n A r z' m m m z 7d 9 In to m p Z z Omz Nr� �oS� r C7 m �° r m mp r" z C m �M O z <� M C ;0 � z v gi r o ° ; r o ° bo �d bz � � W d a � o -r z O m z rrti m -� woo x Crm t� zm N " -Da o z m m m ISO Z Y z can cn ° _ m OM n tm r r�lr C n D 7d r o rn o Ira g c7 y d O ppn m tSz N C7�v' 0 0 g g o M mCr- jai m r v�"�, � 7)i C) m C 0O� m� �m ' m C7 Z -I g z o an d O 0 W (nn O m �� 1�-� C O m C °rm mx �a to ,z-%1 N n O rl+ �CC�^z � �'� p0z 7 d n dot „ � W �a W� o: , ... . _ . �. _.,,, _.. _�� z N �x N � A ._z O7 n JUSTIN F. MIN cn 7" ; .' NCARB MEN o x P.O. BOX 1439 NEW ROC N 914.576.7087 TEL 911 \ DOCUMENT COPYRIGHT a Drswinz. sod r copyright laws •nd shall remain the prop My use or reproduction, In whole or In part, of N �F' au[IsorisaHon by contract is strictly prohi t- i M Imam z�� z I "a00n Mai 0 O� z om C20 ,a a C) � � a 0 n L� G� C1 C� � ►-�+ f~— r rn > 1;7 zn n n ron O n n > >. C � > C I C) L, z m m C7 . o. z m O O O O O O' O O O O m x - to n m z to cn ti p cn 2 Oro M--��'-oQ ,b p � 00 �1 O� V1 I � W � N ►-• o zo ro ` <r�nn �r ITIv' �7o Sr r r zr r Z� O D<n D� C D �n O m nz r �" Iri m C7 �T1 Cr1 �T1 Cl� P-rl Cd 'T1 `J ron o D -zi ro0 ° r) �� C Giro dry �r. x z a x., c Q 0, n � %' O V m � 7d m C Z o_ � �_ O '-, r 9m r" n z O O C7 �t0 n 0 010 0 Z ~ � n n n m ° n zZ z 0 $ z a o 0 o r Cn Cn Cn 7d Cam_,, O ►-� C) z<� n p 0 C O m qo n ' ij O ry, ^Z ^, rd O Z o d ::1 mnd O o Mo b 0 a �9�c b7d C a Cn Cn 'rJ a a n n o �Znn p -0 ?° Z Cif Cri n� C Zn -1 -C n C (' , p7CJ p m mz C 00 o ro C) x �+ 7o O O � C� t•� O m� 0 r 0 � �7 ►�, m rn O �' rC z m y 87 z m C 7� 7d p £° rD. rn d r > r• ,1 Oror 4-4 r C� 0 < -n m n 0 --m m7 IDO �, x O O z z o O r r r"'..a... w^pw ,:.,� z o O a o o ' d x a° Z �` Oz C� z O� m n 9 q mz a '0 z � d F m 7n tz b p p � � � �� m d rn >♦ � d C) I? O C) m z 0 z O d m z rn RVY 0 n Dy o Cm) 0O O N d z z p o i d r� ar d d n O ti r o s ° z �m�aa m n n C7 rrt' n Z In d IERI, AIA Proposed Addition ;BER ;HELLS- NY 10802 Kr IL s h n a n Re s i d e rz c e F.355.5238 FAX —ificatioN are protected by cm JustinMined.A� thes the dcum oents u without written bited. 29 Meadowlark Road Rye Brook, NY ORIOLE PLACE 1 27.66' EJ F"'I ;u X rn 0 k X rn �+ z y� 0 z z �D � o 0 0 0 O z o 0 d z �® O 0 -n rn z Ax rn ' J d O 0 = M ° C7 I G% m y ►-� � o rn0 D Y_ 0 z � � o - d A To z rn z � 30 1 a z rn DIN t o o a�sodo�d 0"IV b oo O z o o iSL tab ti 71 o � ° °o Oz C7 C7 A r Lo I M = r Cn 7� 0 d Ell -4Azzrn z y --- _ '-' "' � rn�arnA I 021d ®® I lTl 0 0 .� -n 0 a�sod -o — _J AJa n d �>-Do=� -1 0 JDA ��z2 N Jl3rn O ~ \ V \ 'z'� —0 V ' -t yrn n A ) �ii�� V 5o0Vs p] r t� Nzrn z _ �•rn �z AA O A 3 DO n �z� ��'191 _n_p rrn rn O . BOO � DO O O rn �.� Cn -p. 3 -o O D p) rn 0 � � tP rn rn 'r- = z S m r=n d 4 O a 71 p _ U� D z rn O 3 rn II lye O O Cam" by 0 0 0 a1 Q� In 41 c 'C� (/) ' 71 't7 M 'd n 0 'L3 0 0 W (n o o p r �' d o 0 C -� -� '� r O a a► �' n �' l 1 J g '� -3 C7 0 7d 0 0 C7 to to 0 0 cn ran d (�� r' n Y n z a A rn =� F0 x A A- n w '' 0 0 0 0 ° G✓ n� ►CDi �'' �' �' rt 0 of trf l?7 < O u� C 0 u, rY 'b a w O n n G rt Q r) '� i ... n G ►t n n 0 n n n ;h N t7 0 .. .. z � z -3 0 z $ rn -1 �' 0 0 0 r, CL Cq w in ° -• ,c W w ►, T3 n 0 Y z N rn rn ' rn �, 0 "" n n CL �' 0 �' (3 n �, w D C C • 1, 0 �, O 0 0 x Y 0 rn p � C O n 0 r- 0 �' a• lv C✓ � C O �' n .� n 0 ro n -+, n G n C �. p O � 7d 7° to Cl 3 d lP A ."�� rD .y r9 � r+ 'd rn lD // �. rD "� ►t .y ti ►t v, h v, `) ., -C w rn z rn = D N ,+, re w 0 �. ti V/ !Z• �, w cv G m w ' A z�+ 0 F _ I 0 n t ro n 0 r r p �, �, ,.. v� n _ - N _ rn H� y° `-r ° n° C �. w ~� C G- G b 0 'd n 00 = p rn vl -n z N 3' wy C Q' "r r► pi CL 0 rt 'd n 0 0 0 0 G 0 p t" 0 n Oj11' j1.' jS/' _ ►-� 70 l rn((za^ r'_� 0 n�, o� p /�p , n�( ^n, r"�- 0 O 0y n 0 0 n y 0t 0 W CL �'- 1--t 1t••t ►'t / , I , I , I1•.l--I V' \ ' V' • h•t l Y Ii l✓ V ii Vi ' 1 ° • 4't 1 ..•. ~• ° z z Z z z z h7 O n rn rn F--1 n r, p, ry 'd 'd p rD p n w n w n y w " C Z Z t A ►� O rp ram, � � n O b 0� 0 0 A- � n n �. n � n 0 n � 77 0 C n n n ►s n ti �, .Q 0 'b ° r 0 y• 0 n 0 w .� w .. rn Ch rY A. �' uwi n ' w , 77' Cn w G' t n �t .t n �t a, '•t O G w y , N Z o 1 J 0 0 a- n P, 0 rt ; o O O O V+ N N O * O O _, rp C ,f ^h rt � , to to V� �n to 'P �--� o a° G 3e $ (� r �� M '< p. rY p w 0 �' G p 0' 0 �n v ao l ` J .-. fD (D �-• fD t �n C17 rn w ,� .-. n p. •- a. w 0 w w �• m_ p' w oc 0 w w cn O r z rn N z D n� . 0- a, 'Lt ~, O n' ar 0 •-• ?r -- 0 0 � b C f\ n �o 0 7� () ,= o p- C, �r n C� 0•' b n 0 0 Q w ° �, a. -2 0 0 •, z cn o0 0�0 ^ 0 rn G _ n _ n Z .0 '� 0 rY n C r, h7 n 1 A Q n t �, rIt G �. OQ t � p� � � v, � � � Cr �. v� uni � r n U+ N \/ ch 0 0 0 0' r0 'b 0 Or+. N m O 0 w• En ... rD G rn c $ .. • r-t 0 i rD 4. rD rn w ° �, O w 0 "0 ,� ' C 0.. z = z 1 M 0� o'• - W r) rY � �' O 0 C n w m O C 'O � Y pr a' t 1 rn U' -� -1 � D D rn ` - ' t fD v, r w 6' � W 0 �- � n "" 0- P� C o o z N n N D O o„ rn i p 0 r o r 0 a. n �r w 0 p a Q' rD �. Ar 0 rC 111�Q` .. -i r A A ul G Q• �_ n t N n n ti e-t... v, n -s ref. b °o \0 �D f--i > D (ONr O z rn � r � r A V � � � CD !�D � � f�D fD 'd °� rr+ 'U�."ter, 0" a � M 00 w iu W rn �` rn N z m 0 fD Q. 0 v, u, Cn rn U, -� rn r rn D p w p, n n rY n r, �- C r' ,., to O _ r O rn O NV l 1 J � 0 cn 0 �1 rD ti �. ° ►t �C A� 'rl \40r-t f1 Z Z O z n �, r� -1 rD '� \ rt �r rt rD to Qi r* 't v Z 1� d 10 O rn O 7o j� 0 rp p' C n C (n p. n p w rt n o `0 . o N :n ►rf ^^ 1� rn y �' N g J1 0 °� n ro n �. 0 C �. :Tj�.I r-' 3 (� r rn z y -t n , rn n r. m p 0 rt n M h G N r^ O rn r a n R> 0 n V n n .-• 1 0 F > •. . cn '0 z ►- v, z z o z z z ~d z z �� �, b 0, �, = n in O o o y �d z �, rn �"'� �. ►e w m d 0 ^ G a .y p cn w fi n -p n . - N - • � H v, g n v, ao O z 0 n '� n 0 rD w ° rt M w .0 0 tGn a' N a �• r v o oa a mow ° .,� �' �t ort o o z JUSTIN F. MINIERI, AIA Proposed Addition & Alteration To NCARB MEMBER rz Rce P.O. BOX 1439 •NEW ROCHELLE• NY 10802 1<,-r S1: esiden o 914.576.7087 TEL 914,355.5238 FAX NN � DOCUMENT COPYRIGHT c Drwulnp and apedflatioru are protected by o � copyright lawn and shall retrain the property of Justin it),Ale. 29 Meadowlark Road Rye Brook NY � Mre y use or production, In wl.ole or in part, of Chest documenis u without—t written N ' authorisation by contract is strictly prohibited. f r� Um o -3 O O O O O O O O O O O O O m I I I I I I I I I I I i I I I I F- N l7j to I I I I I O 1 • 1 0 G) I I I I I I I I E Oo >' M ti ^> ,ti ado go nr �o z�a� zr 0zs loS �4d "Iltm cnd >- 0+ ;A m mro ro Oro ro v v'dtd d d" zn � °o o r 0o o ����� �Coa� °m � �� S m S S mrr0 �roC 7d r to a dd dd d �,,xnz �n 0 am m> m m n '" �rrD -1 > z n n '" 0 0 z 0d ro°>0 x°a"� CC� 'ten m n>" U„ nn+x,: <- dart-z �O mz° C�oO� TOOz ro a n�� m ?� �`' �, oo n1 w rn w o N oo N w o� w o N Oa x x x x x x x a, x w - x w x N in O BOO O O o �_� I I I I I I I 1 m m zZn �r GYP !">< m0-.�0 �n �ro�X ro ro 7� - O m 0 M p m ro �' m r> m r m0 � �ro -n �' � O �d�n M "��,r M.+ nr cn zM 8 ��' �N �° „WO � �Orn �cr �C �N n Q �° d > m O Z v' M r- mOtJm� 0� zndn UDDna mn nza0 i r -i n Zz IT1n m x In x In x lJi x N x N x x _ In x to x N x N Z 0 '77 n Z C� O ( I I I I I I I • ♦n mm Cd zt" n0� m 7� 0 p d7d r� z��^1 'j d r O n r O 0 m 0 ° n 0 8 r- x O� -� mz ��n 0°r oy z `i' m roC z 0 �y �v d m� 71 nd Vla 7. z MM r1° hjr �!n m m C m 7° do mr z y d 0 Cm z zC�nr ry jnnn�-zj m m0 >i z Mzpp ry �0 "/C(�� .I D ° �J O t7'1 _ r' 0 O n n n d n U n CJ n O n t7 n C7 n C7 n 0 O ITl n .. z z �O 1--1 y -A - Qy "'r1 in "t7 ^r1 (� 'O m 1 Sri C- 3 rb m _ : 0 s 0 0 0 z 0N0 ?< 0 N 0 00 �O x .v ro 'v 0 r bm C x C x7dC 7�C 7y� r M n C n M > o o° d a> ] z mr z n,n x v ;u v, g �, C m d , d 70 0 n to >' m -t O x r r z� m ° �,°n lx ra 7dn v,Yr n cOn�' n �' OxamM r>-P�m C� �orc�� z d r > ° ° z ° -i � zn -1 0>-�`nm Oz� C/� O m 0 Z-n 0 Z n £e 0 Z n 7y O Z n 7y O z n 70 O Z n qo O Z n 7� O Z n 7d O Z n 70 O Z n 7y 0 O n 7� O z n z � �� 7d n L� m•° C7 7° Z m Z rim .- � �" � � � v> b m � r � m 2'rf z'rf 'rf �-. cn yr Z x y a � ZO Zp z Z ��� 0 wy n vC .. G G O -� Y n� �- 0� O O r� C r 0 0-� ro � -1 nm 0 � ' O m ron mx 7d d z gax ° m m 0 b n Cry Zr�r rzN wm wm r� `� d cn r n M r M a -I �- MO �z 0 p d x �W(n00 O zz x° M 0 rq, M-o7cP, nz 00 cn y �' d n r- d m m n> A n C y z zn n �' ,� z r 8 � _ m y 0O> 7c ro� z zr +> > i p' v r OOm r� C Z n ^n 0 C ^n O m I� -n O rrl r� O m -n O rrl -n O h1 -1 m „ Cn c� n R7 r� ^n hI t -n 0 t� '�y '-� N R7 m z 7d to � ^ C .. 9 O C7 O cn ooC7 •v 0 �Zo n nO r r C" N C7 �y m n m-< m� mn r r r x x v r 7� �j S =4 C7 p 7d Cri c7 0 o- C7 (� 1T m O m Qzr ^u-1 M ` 1, ;n r vd >� m> y a� �xa to ro d�m 0.3 0 a in C n d v m c>r- roz 0 0-C 0 a 0 an d mzr� Cz 0 r < �0 `� ��T�(nz p�z d m>mCCn n n -1 '" D > c n �i C" z �° r d 0 in'< 0' v� �i O 0 r n m 'Cop 0 x>� m� n > n ~ ° �n r C—' Zfn �, z p O Z O -i 0 Z O �I 0 O o O 0 �1 g -, i 0 -^3 g �1 Z � z ` J x Ch �„ b7 r7 0Z Y �, �, r -G- .-x omr o om d O �-+ C �, r �a C m t; v m cn ^rl 00 �m C f� Z � `� On m � r° Z: z r d d � 0 mz�-M rm 7d `'� Orton oMNC ro O- O cT+ `� m ° 0 7� 0tl D r.I Z x � 0 mid" z �n0 Zdm-� d _CZ z z z 0— 11 J D ir. n Z n n Z' 0 z n Z 0 Z n Z 0 z n Z n r d O n MM 11J y�° x 7d �m I- otp� C7r pO Zm•n d x b z r' mr- mZ �y�0 r ra °r>- x 70 > m cn z -1 N z QQ r �r m in r Od rwv, rom C7 n m m z oo �" -1" ro� 5 n mOm 0 z ��n O �m � �' d r O mcnZ 17.I m O r n Z Z -n mob C7 0 n Cep Z �' z z O m %� `° m ° 0� r ^l r M M m�z m pz ro> �m d �p D m r 0 0 d 0 > -� ;% m Z�r rOM n"y mT °d nmm Op 0> z-0 0 nzC°� m �n0 (Z) d ern F--•� Z �� n S �� , 7� tm- �, N n Z bn m �Z Z Z-� x �. x .0 Or -y1 U 0 �O t>� x 2nrd vcn m ;,0 `n� m0 z� n rm0 i E E r Ni cn O x �0�� e0 Czr C d z� O n� -lo�dr �n M n �0 m -lrxd> r00 c C 7� �mm zC 0 M °' 1-I l MM z tr1 m� m m m mZ cn r C -� a �' (� .. v � Z m�° m dro �M r d 'n z z r Zm "0� .. z z z z z .� 0 tr3 'Z' ^n Mx� m z �+ z p M z �° x mpdm d �nr=r yr �mn C 0 �ro� >Z z z �� O Om �m VJ �� < ll, x Z v ^rl rl9 C7 -1 b7 Q Or Z ti�' mz�M p x � � n n z 0-rl z Z c d0M ,, o d R d z> ��-1 n dy z �' ° ^ p �, rod z 0 -la p cn m 0 .. U Z z° d 7C x n x d g "� O z C `n 8 � $ 0 0 0 z x,I �0 z z S > JUSTIN F. MINIERI, AIA Proposed Addition & Alteration To z r - «` NCARB MEMBER O x ". P.O. BOX 1439 •NEW ROCHELLE• NY 10802 914.576.7087 TEL 914.355.5238 FAX Kr i s I -I rz a ri Re s i d e rz c e 0 �, - DOCUMENT CAPYRICHT a Dr M.p and .pecilications are protected by copyright laws and shall remain the property of Justin F. Mineri, Au. Any use or reproduction, in whole or In part, of these documents without written authorization by contract is strictly prohibited. N O � fh Z b.l 29 Meadowlark Road Rye Brook NY 1 Z I ___j �'...,s o.a "• Y` ; O nm z O v' _ C 0 z G� 0 O � �' n O g o r 8 o O ,. os� T...._._ cn Cl) , J USTIN F. MINIERI, AIA Proposed Addition & Alteration To ° a z o .^, NCARB MEMBER P.O. BOX 1439 • NEW ROCHELLE• NY 10802 Kr is h n a n Re s i d e rz c e 914.576.7087 TEL 914,355.5238 FAX DOCUMENTCAPYAIGHTc Drswino snd specifindons are protected by copyright laws and shall remain the property of Justin F. Mineri, ,vw. My use or reproduction, in whole or in part, of these documents without written �-. N o z ,�! •. 29 Meadowlark Road Rye Brook NY ) N h � authorisation by contract is strictly prohibited. C C M 7d N N N TNn z z` r o l 1 J C� n� S O� r o �. pn M m n Z C7 rn z r� -r r C� on z z C z 0 8 0 Z %d o 25 v � o a JUSTIN F. MINIERI, AIA Proposed Addition & Alteration To � � r NCARB MEMBER ".As�o m ° x P.O. BOX 1439 •NEW ROCHELLE• NY 10802 1< - s h n a r 1 P*#.- cmb, s i cl e r 1 c e N o Y,; a •°' 914.576.7087 TEL 914.355.5238 FAX rua sued Protectedby DOCUMENTCOPMOBTe Drswl and nution..re copyright laws and shall remain the property of Jwtln F. Minerl, wlw. My use or reproduction, in whole or In part, of these dommenu without writtenN authoZ.% by contract is strictly prohibited. 0 `. 29 Meadowlark Road Rye Brook, NY 801060-A31H-£ 1 V-Qd to p r '' k, `' ✓. a JUSTIN F. MINIERI, AIA Proposed Addition & Alteration To z z... W ; NCARBMEMBER 1439 •NEW ROCHELLE• NY 10802 BOX P.O. Kr i s --In a rrn ReS i cl e rn c e 1-1 dx Q A a 914.576.7087 "I EL 914.355.5238 FAX DQCSJMENi' CAPYRIGHT a Dratvitte and specifications are protected M copyright laws and shall remain the property of Justin F. Mineri, ,,,,,, or rcproduction, In whole or In part, of these documents without tvrinrn authorization by contract is strictly prohibited. N - 29 Meadowlark Road Rye Brook, NY 801060-A31a-E 1 V-ad z In rnA i x z {' M N Arn M z _D z N v� z JUSTIN F. MINIERI, AIA Proposed Addition & Alteration To z NCARB MEMBER P.O. BOX 1439 e NEW ROCHELLE• NY 10802 Kr i s 1-1rn a rz Re s i d e rz c e 914.576.7087 TEL 914.355.5238 FAX D(�I�MENTCOPYR1CiHTo Dnalnp and rpecl(icalloru ire protected by copyright laws and shall remain the property of Justin F. Mincri. AIA. do �—• _ 1 F 29 Meadowlark Road Rye Brook NY ) iV 'P ( Any use or reproduction, in whole or in part, of there -menu with-t wrinen authorization by contract is strictly prohibited. r 1 -I r--------- I I I I CA I � I I I I I I I I I I IL--------- t_ I J 1 N lA 4'-0' 3 MIN. I i r J I ra i � I r--.J I , I I I , I , rn�0 rn rn x A x z DO x A N N N� v D h O rn rn D v � � rn to A z i N In > D rn N z rn o• rn v 0 N A ;p p x m A z n n N 0 4'-0" O 4'-0" OI r------� I to r H2ob w z cn ° P I I °� I O 4" T-4" 4 0 a I � I I I I , � O h-i o •o c� g � � O . b I I I �O V 3 I Cr1 o v v C7 D -� _ a o N 0 o z PITCH SLAB I I I o r rrn C7 I I L206 O L i L------J I I -- ---- ---J d O 4'-0" 4'-0" ri ®v m v n �'7'Z� (�x a Ozo'Oz� r -+ C7 ? z G, r 11 y A=or r��AO �rn -r- 0 Nm M < -. O O O t�► 1\J m x x x x O �' p � m O N A O oto N ? }3� 3" A X -1 D D z A D v A rn A D V z rn z S-Ic 3 D Drn p 0 N rn > D A rn �m rn a M N y z a O _rn _ O _n O m A�z� rn r 0 v > N y I A N z ill I p' O -Di r I j Z � z O x x x x rn-( z v O � W x (.1 A rn L X 30 g rn A w n rn N71 A d Z-Dp A A_ P rVI °y A _A 0 N O� r C � D z v >O zz 3 O N rn y D A A C1 ® rn m � z rn o� D rn n p r 0 rn D A n rn � u► o I rn z G� z G% » Z O O O O O O O O O O O O O Oo J O. lA � Mdx Q z o M �C1 W N ••'• O ^O\ tr ? ^nro ro ro �e ro- pz W I 070 M O O�yz zn o o �p o �mr0 �Wo>r o P' . . � w N "' yro m ro nQzOC7 m O �Z zx>>P 6 nn�m o n Z OOo N w o; w o N r► O; N W o; W o N �; C1 'rl "O I `" $ x I O I I I I I I I I �. L--� tit7 I�i > �-+m m v7m 0+ r z 0 x Irf ?° 0r m p C70 C7 � C7 C Irn � �mr �' n� L W >m m t� m � 8�1. n m0 0 0m ! �ro •n 71 m m� nr Q � L m 0 C;.ow �Q m0�0� r- d �r 0; > m0 i*im zn 0 O m yvy O x x r' x r' x r' x x oo K N x w o; x w o x N O gs t'Z n O N I II I I I I I I I I I I I I I �' �00 '+'n� 7d ��co v, �ro c: r 00r0 �omm rG m p >' p 1� n t g 0x+ �n -1� Et�nzClp r� m� �n ae P M r rn z 8 0 �' � W d x piri v, � 7o n m by Z v' m r rOr C7 p C> npz v, n r `� z ZCn 1 �'� 0 �0 ^ �1 O nz to O m m C7 ,» x C7 x .. v� O x .. v� O x N l7 x .- N V x .r Vi l7 x ,.. � l7 x Vi C7 x �. N l7 x ... N C7 n �f n (Ty1 ryo 0 tS1 2L O h-si ^ - ^ H '-3 'rJ C -i 01 � � O •- C7 n t^n n 'rf � (i �i O "x O �0O �� O�O m >n� n� OS� ro 7° r z d. .-1 7� r 0 �° rd 0 n � n m � >� ° m 0 7O S 0 g ;. v, ;d y �, � v, m roC CO z m ��dn ,�rF i*i�rC C7 m �0 m 0 �i v, r co m G N> m 0 0 r r r G ;v \ H x m � 1� � '00 �' �p 0 E > ym n z m m m C z j -. 0 z x n z 0D zKd Ir1 r' O 0 1 Z o Q Q 0 n n O t7 O n O n O n O x ''7 O D �j Z 0 0 0 0 Z x ro �+ .� .d r •0 C x x 7d C ;0 ?. 0 �J 'b � d Vs lrJ .r, fr7 7d fn �" CrJ "d ' C7 C7 Z r z� x0 0j �> n to I ,C� n 0 ro� O m t'� 0 0 P X °tl i to m zm°� nl 0 �Q m P -1 C r °° z CC ;o �j tzi� � ^i r rL N M w m� 'T1 t' •rt •rf o0 m x 0 0 ° "r; Z n> 0? y �^ ° z P. � :� z 1O � y� P, S ro (� m-n ZIn n �� O Z ono to Z n Z n �n Z f��)oo to Z n PC`_ m 2' nro tit Z t�7o rn Z C) 7d Z t7 70 Z n n ? t� .� �, n �rn n �/ O O rt N� z C7 xQ z0 zCJ Z •17 'n �, C -n n z Z �� O n �� � O� �Z On -n G `-- G C) O .� ? O O 7d 7d O C C 6�T � O r" z C7 z OoO�O Z �,��z M M 11Jt7x ^ ` /j >N O ron 1 ro 8 S wm W m > � arm R < Gro y G1 v�', > �� m i ' � 0 d 0 �.. fdWcn00 m0 0 tti z02' `� r4� dm�7y7a n 00 v, C7 r znn mn� �n Cy ,� 7� ro z" 0 0 m �. > 0 m z and p �n z 0?0n v, p 0 �' y m C7v, p0> �' ro� z zr y p � v,r `n pr' Oo ro A d r 0 X0 m x>� ` C � n '7 O C p ^,i p O �,� O O -n O O 8 -n p 8 "n 8 -pn •tl 8 -pn 8 71 z N Cr1 -CZ" N C%� n \/ F' N (�(� t�i79 C�i�C) r, �" O x oxo r Cj l7� rj �0 M ut . v n r L� y O d Y .. O ` �z O �j M d C0�1 n p OOv, d .i p �° "' ° z z y -�t �A�Jn-i'n OC ��e Q C 0 �,CD n r% ro� ptJ fa 4° O yy •n z� x trt � r 7� 0 � �' nCnO d y ,mz C n� m i d" z � n 0 Cz 1 rM \1J �cn R'a z z L� z O C> z O O z C) z C� n z n O m r �x uy ��rr" N y In m cn ^n 0 C (� m7ox �� �O z w Z ° rN �°y C7Z in C1 0 n� p0 >r. '�° inn ! Oz r„ o?)- r 02-M m z S '° ��' �, �U) v' �m bC•ra nzm b°z% F 84r� Mm M ''� > p� y OmzO 0 000d�-mj �O] O m O � y � 0 z :Mm �o r�'n 9� O Oy z z O z CC °>z �m d �'-°� C7 00 ` E C �m� v� 0� �° Ox 0 >0�� o �r� jr �] M ~ °m 7� 0 � y r ,, r .. L Z x `� x 'er ror �' ° �' n cO x z r�ss Z �° y wm rm� o '° M y z Gro�O r N z y Oro rn FD z o� d o $ 0 o z a� 0d ���0 mZ m d r0 �o x� pro0 �� �R Cn Iss-in z;; yy 7d C) (� .. b�S one x Z ".� qy r -n -n m Or 8 0� �� z yS 0 d �° x i7i7�n� �r 7Om r» omr C rpOOm 0 -1 �7'z r 0 O x y $ in W 2ro 0 8� # >b to d m 7C 7C 7C n 0 >4°t7, v 0 0 y z c) 0 o z . K JUSTIN F. MINIERI, AIA Proposed Addition & Alteration To � N O z ° S . NCARB MEMBER P.O. BOX 1439 •NEW ROCHELLE• NY 10802 Kris l I rn a r 1 Re s i d e rz c e 0... (n 914.576.7087 TEL 914.355.5238 FAX DOCUMENT COpYRlGhrre Dr..rin'and .pecllintloru we protested by N C)_ twn N � �"' a ,-` '+> copyright law. and shall remain the property of Justin F. Mined. ,,1,,. mirth risaHonn by contrain ct Is Is strictly p or ole or in PaM hibi�ted docummh wlchaut Mnm 29 Meadowlark Road Rye Brook, NY 1 CLEAR OPENING Cz (SQUARE FEET) r m MIN. OPENING =� z (INCHES) SILL ° �r �s�� y z f: -0 O �y C ° � ^ � l J n 0 1►�{) V Fey 0 p o Z 0 m02+ (n R1 7y A F+-1 r `�) 1 O X a d 0 xPP� O Z 5! m 0 r'1 yi 4 / /"00 ~� X00 00 N C> > n c a C s� � b W = dZ = 0 b to V) W V) p zy z r d Q m A L '00w n y m > > 0 m o0�i zz m 0 H z - >� H 1# 0 0 0 > � 7d d °o � 0 Z rn z z C� z 0 0G P'A ►- i 0 �� Zr O On m N tA� a //0 V �O � IO� N ' •J 0 z � r � C071x d E N 7o C o 0 � m � OU 0 d TEMPERED G� r 0 r � LEADED C C 2" BMC n t 1 3 1/211 BMC � x 3 1/2" FLAT x � r r 5 1/2" FLAT � n 0 CUSTOM n lid ARCH HEAD CUSTOM z ENTRANCE TRIM x NONE x (FIELD APPLIED) hh U' MATCH EXISTING Y (VERIFY IN FIELD) z 0 z O -v r d x w x w x w Z w Z w x w x w x w x w x w x w x x z O r--+ r-+ �p oo O� 111 -P W N ►- 00 ON � �. I-• CD 0 0 0 0 0 (�' r � .2 w N vt w tv - D r Y P k A x QiGJ O cn Can A► S O OrCr►DtP "+' .'��i' Z� 2 U � M O� �p cf) m _ _ CD r7 cn � � o rir z 00 O P.- 00 2 Q, N -] C to , W W \k Ul ON zO Q O -to OCD Ib�r7 'b OO 1 Da ) O Or o o O 7• n 6' ri d to-, d z z z '� r r r r-• r r ymy t7 M �, o ° r r r r � ►� -rl � �, r.-. �d �;c "d � o N :; �.. a0 0 ° 8 �' �Z �Z �Z �Z Z z rn a' a �. �,CA C Z x x x Z x Z x x x C) C gj �' r� r" x X . C O C, a m x -. N M r-. N m N m -- N t� O0-4O cn `< (/� � cn n G O W w O O ,! p, cn cn �• ►-- O 1-t �" �* .- •� p) o v� p m p N .-. 00 N �. O� N �. N N N ._. N �. O N o 110 N 0 00 N 0 N 0 ON N 0 Vl � C ,� r- O -� b rn U) W W cn M �y, 1° O C � �j 1�J - r O r+ O 'd ►� r� O O ,-r ,�En r+ r7 (n O '1_ O `•7P) � (� Q' �+ rD z d z n In n O 7d r cron d �' r Cmi7 r C�r1 r tr 7 r s m "•' -�] 0.• O C fD �• rDD (p 2"00 0 cn d z p N 0 O rT O OnQO r•t O tT] [71 n z D - t �' b .; N C r- 0o �-NNN rn _ �• k -' k �, \ k 00 �. \ k ,_, \ � Ci7 � ^ ( D t.' z i.+ O C� O O z '77 O � ^ l J �! CD cn �C .� 00 o Cn �+' l./ •r • r-• r C� �, C7 r d O� r z N ) o° o CT1 C�7 C)7 Ct7 rt7 .r� ..l ��' , � n 0 Cr1 p \ - J o Pd� r r; C r� C i-~ r r" i-t C r rn o r .. r� 1�-1 cn r� O � O ►, m~' z z 0 •Tl M I--1 i7 r+ v �TQ n,._, �• �' r � a+ ►.7r C rL O++ d a m z tom. x ? o rrt �+ 0 -t + r+r 0 . r+ x 0 ram+ x 0 r t + x 1--r . t + Z .-r x ►�+ Z �-. r-rt x t 7 ,� x cry rp m r 00 0� Q� Q� iq w O ►� P ►� Z O �-' "d QWC �D • C °o O� -A �. �O 00 O\ 41. �O cn l 7 n M n h7 n M n z �. rt 0 , h Q w w w w v, v, v, v, n w d o z x Z (D z C r- �. -P -P ro Cv7 Carl Cvl1 Curl C17 C 0 cn t+f k �+ k --• k -- k ► + �O k t- ` k �-` k k �-. k �p -j it rSj R) CD (� ."� iD ^� (n l j 00 �' r" r• •� (i i� r r � � o � � o Eno �? �, a _ -_ .,, JUSTIN F. MINIERI, AIA Proposed Addition &Alteration To cn d 0 _ __ r _ _ .____.._ . .. N _� s NCARB MEMBER P.O. BOX 1439 •NEW ROCHELLE• NY 10802 Kr i s h n a rz Re s i e rz c e cn y 914.576-7087 TEL 914.355.5238 FAX N O .�+ DOCUMENT COPYRIGF1To Drrwlnip end rpe<i(iudoru ere procea<d by copyrlRht low..nd shall rrmaln the property oFJurtin F. Mlneri, AIA. Any ure or reproduction, In whole or in part, of there do-enu wlthrn t written 29 Meadowlark Road Rye Brook, NY N ® auth.rlration by contract it rtrictly prohibited. r 0 r C r n � x 0 0 C � r M � r 0 r rn � M 0 7� � d z � z m � 0 0 d� n z � o 0 n 0 0 V) N m > H d 0 C 00 z r x it / x r } nno-4 S a` ) USTIN F. MINIERI, AIA Proposed Addition & Alteration To Z NCARB MEMBER \ .: n o� 0 P.O. BOX 1439 •NEW ROCHELLE• NY 10802 914.576.7087 TEL 914,355.5238 FAX Kr i s I -I n a rz Re s i d e rz c e b DOCUMENT COPYRIGHT a Dravdnp and specif wins are protected by copyright laws and shall remain the part, eso.,t,.tin is Mined. A1A. Any use or reproduction, In whole or in part, of these documenu .vltl,out written of o GO 29 Meadowlark Road Rye Brook, NY (V y .! authorisation by contract is strictly prohibited. 0 ICI —II p r„ _ p ; �` III S .w+..• C! Z Q V' Z r.., co o. v� i. w N D �o Na II —II U)a z Z t O r �rn II —III �rn III 4��.. �� �rn " ort � o III — II �' all D D Z D 1 I- ➢ rn Q = d a -1 t� to 3 cn c1 rn I I=1 I r I I —I I 8 �. rn- _ t, o ti r 2 0% o o = a 0 2 p m o o m r o cn rn r CD "� r z m n d ;v < K r m Z m 3 Z m D m v m '^ p Z H O> lO C Z Q) r Z i I=1I I I I �,.0 Dj rn _ 7Dp a c' D n N ^ N 3 ,n r� -1 m n m r a 'c v -t C p 1 W �`�` CD . Z (il rn r I n n �i D Z > rTi Z A O Z Z Z r N A A > p m —I 3 �X, T ° s ° �n ° oS ce ° �-� II —III �� III ..Q.' �,� I I s� �N p�-,Nm HS�,pa ,Vp �T =o III —II - _� _ c, U� �� rt �Nva ��d °gym°� �NDSr_p �ZZ-IoA�NHA I I —I l .i _ ° v to 2 Z fn Z O v v > I H N III 3 e s n Q C m m m to Z m d5 o f ce i n f+ c s 2 W r o r p O H r r -� > q m m m 0 o U Q rt m Z H X r r-n x U D Q o U v A v N T r c r 2 vZ ` F cmn Z I I -III c O Z $. w i v v a ' e Q Q _i D v J ce N -1 Z m v H p g< H O m n s III z v_Q U °,�_J N7N �Osm00� mom Zp T to n cD c ' 70 N v rt O u d m -1 7pc ,�, rp•1 p A n O Gl '" t H v' O O O ZH1 II=III s o M—1 3�. �s0 oN�s �- Tmm a�z �D-,ot,� H; �Z> \` rn .'.. A r o s u C e T s 3 p m m p -1 2 Z v O r ,- n O to 3 r Z F Tly D K; .'' ° z cn v t Z �' a c, r v' IM H Z O r O T C o H - _s Z s� v o o d o D a m D v n 3 p c n ° y 9 O d 3 fl rn N p (� C Z X p 0 m a O O m a a- �° _ �' i Z° o o C . 9 a y U m T 3 Z rp D O O O r m Z '-' cn A Z O Z O 70 J �+ tr rn ,s z v rat -i H > O H Z Z Z C cn O n0 v _ 9 cn� EoN a n a y r < O °aN v p g� (D ° T o N� v Q' � s� z Z n Z n m H X O� rt� cn o a Ln O > Z p v pc /� n -a A. A c �? Q to w °,' c11 'V �. Gl O j m O N m Z r r Z r T Z H N O p �. O ril m fn n- A rn 9 c r ° Q H O H X 7D O -1 Z ,� T m o v v a D G ➢ ,z G v ➢ -A o n Q- O J J s� i N a Q v d 3 T ?r Na Z Z Z H p �' O cn v '� m 7D m A Z T a s e rn to O ,, m r D 3 c\ T ni ^ ➢n rn O ma 5� N ➢O �Y ; po i A c c E Quo ° p a w p Cl �, to ;I v m C 1 p r Z H O m m r a o n T 70 z z = z r, Q T = J -i -1 < m m v H to r C c rn ...r. C3 n� a _ T 0,3 in v? C r I- > r Z o Nz c, m o� T a Z H p p m g m c rn 7 m u ti '+ O c f s v N T D -1 a m T H v Z n O z rn z C -oEl r -! ° y ^` r i S Q J- '� d ti- y n 2 T -1 m (n r Z r H X - c o rn N N G1 >< s o m , e - o T 0- tv 0 _ o D m m H rti H x7 t- � O � m- O � m -j H C N 3 Z rn rn is r O ^' _. , C -ri d iv K d :0 �' J rt _i C T r v � _ ,`,77r�' In rn rn➢ U rn rn :J � co v y n O m �. T T °' K T Q N :D Q S R `� _ p 3 rn C n O -1 '� H Z w p m a i z � n G :P v ➢ i3 r r c 3 r �, s c n :1t T O w C m ,"1. ,�. D p ,. 1. m -1 A H v z nOz _�° Y �� oT c� K R c° K z < Z H r� 2* m m cZ� m r Z t7 - tea. �e A u o cD i O " C C!i V-4 -1 rri O m N n rl S r L r m Gl O T v A rr °; a ° U R Q Q f o 3 2 (� UD Z o T Z A m (n O O 3 to v r v a r U° z 4F o f c, A U o K n c T° ce v C m y p r n cn 7O < v Z r, i O Op O tP z t9 N :l U' .. 3 O u' R o °' ? T v tr f1 r 7v O to A -1 V m D v Z ➢ n c �o , , g ,,, _ d D H Z o r a v z _^ n p3 r 0 a �K ' S° eK c- �_s� O m n m 0= 0 3 m O Z Z C -I o H r p a o rn rno amm A� Y _ o +o, s� 3 F =0 N� Z v> ,� T r v Z 2 m to w <� CSE COi (► h �_ u, H p > p H A m T (> m ...I O r m _ n 3 Cl z - v Z H (D O T p z r J 5ce aJceo ti s D m " O v. -, T -� ..� N Q J v K �° d ti H u, r m m H C G> N r$ ° 0 n O w a n v -1 Z i m N 3 m C Z Z Z O O N N Z O N N :i �' Q\ O (n m m ` m A p p T q n - n < c_ N s° n s s 77 v N v Z O O a m m 3 O �c z o s n v m 0D -1 to A p c\ > to v D m p Z Z c s c °= 3 a Q rn v 3 a O 2 Z O m Z p =211 M r O 2 > C o a ce 3 �a o N rt ° (A --4 v O Q to Ln ,t-- OZ v a1 2 m 0 Z m r- Z ;)a ° ' K n o d J o e o O m T c\ N cl D n 3 v > O n fig O 2 v --I m D m a H Z w D w <_ n " s s s 2 1 p 3 ,7°, > m H O A H w Z ly T n moo, o ce n A Z O p Z `�' cn D T O m 2 p m v 1 w in o 3n n o d v m m cmi m Z> '� m 3 CO O �v p z� c m fl O 2 p H IP ' ce o Q N a p O rI v� m � Z `� Q Q� ° Z m H m Zm ,�, O a= m a Z ', C %3 v coo z O 1 to m rZ-t rr- ,� Z m o m04 < v Lp c c o O <� m p T �' a H m v Q A to m o r Z rn -z II � - n O� Orn z ORIOLE PLACE I I I ' ----------- / r 7c rn M X I 1, o� I X N � C I ��-D-I OX % • Cl �' O ,Z�, I S=Irn 0T O I z I z O 0' / O is I O O=Z. On ,-,, D � QZrn O rn i� rn ------- --- I 0 0 0 rn G a m 1 / I n UI O '�' Q G) v j i rn s I �Z�n rn-n I A I �rnrn � I rn < ' I n / l I I ' --- - 0 ° ° / -- O = rn f71 -I X a n n --i X �° X' II O U1 O D Z j // /'V� /, X I I 70 I D rn U 0 O N N \ 1 \I 1 I O j�� II v rn n D X 9 a NO O O i 1 c7 N 11 O I r0 Q p rZTI rn j j \\\ A �i D D �I O� I Z 1 1 \ I �, i rn I \ 1 r- D ou ii �OZ z -DLi c D / I I I I I Nip, r- rn rn I I N rn rn r rn rn O �l TQ I I I p N 1 1 1 pZ Z n� I I V /�co 1 1 1 I C(i O I l i l ea ea 1 i I i A 'I UY00 N. I I I I a'-r I 1 I 1 I I Z p j I T= I I I x I I I 1 ram„ z JL JL�J i D G>T -DiQ I I I � 11 Dp ' 1 n n n 1 DOrn ZDI c 1 \ Z I 1 D \ �:l1� nrn I - 1 C 11 1 1 I \ 1 I O \ O z O I PLANTING. 70 Z7... C 1 ! I IlI rn I ALIGNIwo I 111 N II I I ❑❑❑❑ 1 1 I 1 I , WI i ➢ - I 1 1 1 COI \�� � Z � ❑❑❑❑ / 1 11 I 1 � , � 1 I r Orn -0 x Q X-U \\ � O op] J'- '9sI / _ N I z El [El Z IG 's 1 D_ 11 0 I / / n Z I r Z Q rn 1 I rn CID2' J IIJI / T 70 rn -� O - - / rn -J-19 - t- L- O---gS l- -r - rn _ -- _ 7 x O Z (�elpe?1)„SZ,gSoOt�S T o D cn z -u O N rn Fn o� --- 191 rn° o 0 M rn-- O p� �I� N �,rn �z O EmP O +1 nrn n0 I �rn �O D rn N Orn Kn -n Z ilc � �� I D Z rn rm �' n �V N< r, I X �D+ X O /V ® v' C7�c I 0 C �i �sV N rn D r G� O rno rn prn O Iv rn ✓�,1 rn N 71 o- u m n -n g -TI --U < Z� p=� s <�om ==U� r- = I - (1� z s � 03 n s y a n fT1 ry () 2 0 S O N O N �] - S (� D r 1-fl -Ti 1 Vlt O D NO .. p -p Q (�� v �fv D rn v , Fn � rn (rn(� `G > ° 7vo z o a i� W T 2 - D = O ➢ V ' z 7Y r '� 't S o�� �� "' rn rn oo —� • ��� moo° �. lull 0 (� cn p Cb N o U' ' _ fTl ''a._..... T� z rn o 20 n ZRX Q ' w� - (1 D h am °° / b co \v' c�D � n D Z O \! z `s o' o -- rn o c9 Z J f`fl D n a N z _ z O rn fv 3 1" -TiI Z z 0 �a� f� f rn 3 ff Only copies from the original of this survey marked with an original of the Land Surveyors embossed seal or red colored seal shall be considered to be true, valid copies. Said certifications shall run only to the person for whom this survey is prepared and on his/her behalf to the title company, governmental agency and lending institutions listed hereon. Certifications are not transferable to additional institutions or subsequent owners. Unauthorized alteration or addition to a survey map bearing a licensed Land Surveyors seal is a violation of Section 7209, Subdivision 2 of the HOLE New York State Education Law. Possession only where indicated. Adjacent property lines and easements not surveyed or certified. Access to adjacent rights of way, easements and public or private lands not guaranteed or certified Underground utilities shown hereon are approximate and should be verified before excavating Additional underground utilities are not shown or certified. Encroachments and structures below grade, if any, not shown or certified. Subject to covenants, easements, restrictions, conditions and agreements of record. Elevations shown hereon generally in accordance with North American 'ore Vertical Datum 88. Premises hereon being Lot 24 in BlockA as shown on a certain reap entitled "Subdivision Map, Section No.3, Meadowlark"" Said map filed in the Westchester County Clerk's Office, Division of Land Records April 27, 1960 as map number 12390. Surveyed in accordance with Deed Control Number 470460220. Premises shown hereon designated on the Village of Rye Brook Tax Maps as: Section 135.28, Block 1, Lot 4. Properly Address. 29 Meadowlark Road Rye Brook, NY10573 THIS MAP IS FOR B UILDING DEPARTMENT PURPOSES ONLY. MAP IS NOT TO BE USED FOR TITLE TRANSFER PURPOSES. MAP MAYNOT BE CERTIFIED TO TITLE COMPANIES AND/OR BANKS. AS BUILT SURVEY PREPARED FOR PRAKASH KMSHN. AS -Sulu 7 AND °Or' e- RA U KRISHNA.N 1N3Wf1�C? SITUATE IN THE VILLAGE OF RYE BROOK TOWN OF RYE WESTCHESTER COUNTY, NEW YORK SCALE: I" =15' GRAPHIC SCALE 15 0 7.5 15 30 60 ( IN FEET ) 1 inch = 15 ft. Surveyed. • May 27, 2014 Map Prepared. May 29, 2014 Map Revised: September 27, 2018 to show pool as built Map Revised: February 12, 2019 to show update Map Revised: October 17, 2025 By: j• New York State Licensed Land Surveyor No.050604