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BP24-143
PERMIT # DATE: q I . S SECTION _/,35, of 7 BLOCK LOT TYPE OF WORK 4eQ/i Z2 al� ,e JOB LOCATION 'o/ P &16 -ee f' OWNER 40/7 r 11 �/'ikQ CSQ/gc e2 7/8 CPA CONTRACTOR or ,yni� ivjml•7L EST. COST ✓CO #r FEE c� a5 PD TCO # FEE DATE DATE INSP FOOTING FOUNDATION FRAMING RGH FR ING INSULAT PLUM NG�O R PLUMBING GAS SPRINKLER ELECTRIC [� LOWmVOLT O AA wowe I�1 � �Os1S�GTQ Ps?�o%? 9979 Quo I��i�Jo�o &Y)3SY c OTHEf2 APPROVALSS� BOT ZBA OTHER =BU IFNNAL SURVEY QUlRED PRIOR TO FINAL INSPECTION VILLAGE OF RYE BROOK WESTCIIESTER COUNTY, NEW YORK NO: 24-117 (Certificate of Occupancy This is to certify that cklrbtj / & salvl-)ez Rve &Y-"of, ff having duly filed an application on _M)'/ r 20 c5?L/requesting a Certificate of Occupancy for the premises known as, Rye Brook,NY,located in a Zoning District and shown on the most current Tax Map as Section: / Block: ) Lot: and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No. , issued 20 0� , such authority and permission is hereby granted - :z L5 to the property owner to lawfully occupy or use s 'd premises or building or part thereof listed under the following New York State Classifications,Use: r /� Construction: for the following purposes: I 'l zepo,-h'6 Lt)n ) Vit-) C , I Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the following: This certificate does not in any way relieve the owners or any person or persons in possession or control of the premises, building,or any part thereof from obtaining such other permits or licenses as may be prescribed by law for the uses or purposes for which the building or premises is designed or intended. Furthermore, it does not relieve such owners or persons from complying with any lawful order issued with the object of maintaining the premises or building in a safe and lawful condition. No changes or rearrangement in the structural parts of the building or in the exit facilities shall be made,and no enlargement, whether by extending on any side or by increasing in height shall be made,np"halkWe building be moved from one location to another until a permit to accomplish such change has uilding Inspector. Building Inspector,Village of Rye Brook: Date: SEP 1 7 2024 20MI p BUILD � ENT PE�TT# use only:/y3 VIL OF RYF K ISSUED: '7—�5_—a y i SEP - 4 2024 38 KING STRE 'E BRooK, . ' YoRK 10573 DATE:_4- ,, O-c FEE: d a.a5——PAID M I VILLAGE OF RYE BROOK w .ry 1.20V 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 INSPECTIOM tiiR##!!kilkit'tt] A►kt1ttlltfttiiitt•ittkt##t##t##!#tliftlt#ltty##t##RtR##fffRlt4#s#ty##f RtifRtRtRf RttRtis;RyR#Rtlf#itss Address: 1 d /V O/11, K ; d_j c St, 1 RX Iz rS ook 6 S 7 3 --- Occupancy/Use: Z /G4M Parcel ID#: 135, a-? —/— - _ Zone: Owner: .5C0^, S. I� i t-lj,�' Address: al) Nl r P.E./R.A. or Contractor: ftt(r�W'(O Ao,-f rd. Address: 02 V t h y f, Person in responsible charge: LvC(A r-10 gimoV Address: Application is hereby made and submitted to the Building Inspector of the Village of Rye Brook for the issuance of a Certificate of Occupancy/Certificate of Compliance for the structure/construction/alteration herein mentioned in accordanct: with law: STATE OF NEW YORK,COUNTY OF WESTCHESTER as: ,, I �Z(k-, J ' �t r being duly swom,deposes and says that he/she resides at 27o 4), t �t Rye��'°k� to s73 (Print h Name of Applicant) , (No.and Street) �/ in 1 t ke U rboK ,in the County of ko c,$1}c4,.}�- in the State of N[ that (Cityffown/Village) be/she has supervised the work at the location indicated above,and that the actual total cost of the work,including all site improvements. labor,materials,scaffolding,fixed equipment,professional fees,and including the monetary value of any materials and labor which may have been donated gratis was:$ 141 0W _ for the construction or alteration of: F'Zov- PC3-10 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. �j Sworn to before me this 3 A / Sworn to before me this J A day of Q,O V 20a NORMA is MONDONew Y day of- ,i_, 20 0 -7— � Notary Public,State of New Ytxit Reg.No,01 M04875002 Oualified in New York Coupw Signature of Pr er Commission Expires 12/24/ Signature of t .611 jNot-1- Pro rty Print Na of Applicant ota bhc ---- QyE 4Rq) .FO '932 BUILDING DEPARTMENT 211UILDING 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 : :;S� _` DATE: PERMIT# \ ` I ISSUED: J SECT: ��� - ZLOCK: i LOT: LOCATION: C ^= ?yq, (' r OCCUP NCY: ❑ Violation Noted THE WORK IS... PASSED ❑ FAILED REINSPCTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ Natural Gas ❑ L.P. Gas ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION -FINAL "❑ OTHER QyE 4R(bl cu � .Fb 19t32 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.or� - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : DATE: I � - PERMIT# ISSUED: SECT: BLOCK: LOT: LOCATION: OCCUPANCY: ❑ :VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/ REINSPECTION Q SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK / ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER s = a M = n a s = aN C h 10, (T1 = = Ry U v 0.4 U V N P- o O H � W \ .-i A O � p taA cn F d p4 ° cw ° - z 7 Z U w M w° -WA _ o W o � � O x � � � p o •� G � _ Aw 00 N00 �. M A Q A U ° 3 V O z V O V Q! W W y� o Or -g O 00 „ N VOR V V U - O 1 A q U o Z w W F-I O Q o (� Cn F7 Z N bA a�j ¢ �• F.Lj : m U �) a a n. HLijJ O z p4 w O c) ace o = N w w9 V BUILDING DEPARTMENT VILLAGE OF RYE BROOK C IE WIE I 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 R LJUN - 4 2 224 wwwmehrook.ore VILLAGE OF RYE BROOK FOR Glu'FICE isSE Gti ,' Approval 1�royal Date: �� Per i # 1�` ! Application# Ak Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: : Date:—0k, BOT Approval Date: Case# Chairman: PB Approval Date: Case# Secretary: ZBA Approval Date: Case# Other: Application Feel 0-/�S Permit bees: i Z� " EXTERIOR BUILDING PERMIT APPLICATION Application dated: — 4�` J � is hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance of a Permit for the construction of buildings,structures,additions,alterations or for a change in use,as per detailed statement described below. 1. JobAddress: Q�o Nflc � \QqE �Jt. 2. Parcel ID#: 13 5• - ` - �} Zone: - 5 3. Proposed Improvement(Describe in detail): �O cC[J11ACe A 131 23 `q ReVo foc A 954 3� brick 0rweA OoN.so w%Vh A kMcx\kW9�s Q,:\A an. (A 1o, Y lo, - o`Oni�ct.,m Cno�oe\-L ca'w`o-k" WA �e aAaec� oc�, the �e � side One ra�;v- 4. Property Owner: SeQn nk V"C`4x' n `' Address: c�. t0 mnc^� R iAae �7k. . Rme e)mcOA _ AJ 1 10 3 1 Phone# M) ' 0 - 9 9 79 Cell# _ l 1 e-mail 1t\rbu5\ hc�tt'flwl�l.cacri List All Other Properties Owned in Rye Brook: NC) �1��o Cl A�__prn g �25 Applicant: LQQG QCIQ 11 Pe'Cinako Address: �a- 'Vi �i fit. , NeW CAcnACA0 GT O�o8�10 Phone# OIL( 3 SV - a$15 Cell# e-mail pn i I U Gi A n o Oa Mail . (om Architect: Address: Phone# Cell# e-mail Engineer: C 1 A 099 11,, Address: 0-0 1QQpa Lone. jrjjmb`1 Phone# (2'b) k- J9 - 9042 Cell# e-mail General Contractor: Q 1y,,ocoyeme!nj LLC Address: oQa \AW% 5�. , 1► etw Ccancacan { CT o(o$yO Phone# (9 t{)3$4 - av 5 Cell# e-mail ph�(an0(6PQM pl 1. (on (t) 6/1/2023 5. Occupancy;(1-Fam.,2-Fam.,Commercial.,etc...)Pre-construction: - 'k Ga('(1 Post-construction: - }q C�(N 6. Area of lot: Square feet: Ica I SW . 4 Acres: o.34 7. Dimensions from proposed building or structure to lot lines: front yard: 5 a rear yard: ©t right side yard: J,k . q 1 left side yard: other: 8. If building is located on a corner lot,which street does it front on: /A 9. Area of proposed building in square feet: Basement: 91 A 1-1 fl: N W A 2nd fl: 3M fl: On A 10. Total Square Footage of the proposed new construction: til/A 11. For additions,total square footage added:Basement: N I A l9 fl: P J A 2m fl: N�A 31d fl: AJ FZ 12. Total Square Footage of the proposed renovation to the existing structure: N f A 13. N.Y. State Construction Classification: Jul 6 N.Y. State Use Classification: N�A 14. Number of stories: 21 Overall Height: N p� Median Height: N l A 15. Basement to be full,or partial: N AQ , finished or unfinished: 16. What material is the exterior finish: N I A 17. Roof style;peaked,hip,mansard,shed,etc: to A Roofing material: N/A 18. What system of heating: W)1A 19. If private sewage disposal is necessary,approval by the Westchester County Health Department must be submitted with this application. 20. Will the proposed project require the installation of a new,or an extension/modification to an existing automatic fire suppression system?(Fire Sprinkler,ANSL System,FM-200 System,Type I Hood,etc...) Yes: No: (if yes,applicant must submit a separate Automatic Fire Suppression System Permit application&2 sets of detailed engineered plans) 21. Will the proposed project disturb 400 sq.ft.or more of land,or create 400 sq.ft.or more of impervious coverage requiring a Stormwater Management Control Permit as per§217 of Village Code? Yes: No: V Area: 22. Will the proposed project require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes: No: L/ (if yes,applicant must submit a Site Plan Application,&provide detailed drawings) ` 23. Will the proposed project require a Steep Slopes Permit as per§213 of Village Code Yes: No: t/ (if yes,you must submit a Site Plan Application,&provide a detailed topographical survey) 24. Is the lot located within 100 ft.of a Wetland as per§245 of Village Code? Yes: No: (if yes, the area of wetland and the wetland buffer zone must be properly depicted on the survey&site plan) 25. Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9/28/07? Yes : No: (if yes, the area and elevations of the flood plane must be properly depicted on the survey&site plan) 26. Will the proposed project require a Tree Removal Permit as per§235 of Village Code? Yes: No: (,--- (if yes,applicant must submit a Tree Removal Permit Application) 27. Does the proposed project involve a Home-Occupation as per§250-38 of Village Code? Yes: No: Indicate: TIER I: TIER II: TIER III: (if yes,a Home Occupation Permit Application is required) 28. List all zoning variances granted or denied for the subject property: Q_W(lee tc;�, '01 aWMe O4 Pau \JAC;ACIGQ.S CZCCUN Q-A QC: ci oeC. 29. What is the total estimated cost of construction: $ )0 Q�0 . �0 Note:The estimated cost shall include all site improvements,labor,material,scaffolding,fixed equipment,professional fees, including any material and labor which may be donated gratis.If the final cost exceeds the estimated cost,an additional fee will be required prior to issuance of the CIO. 30. Estimated date of completion: (2) 6/1/2023 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914) 939-0668 RESIDENTIAL LOT AREA COVERAGE Address: a. o M_04n RA_Asle S ection: Block: Lot: -20 PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS (Local Law 3-88) YOUR ZONE AREA IN MAIN ACCESS. DECK ZONE DISTRICT SQ. FEET BLDG. BLDG. MAX. CHECK MAX. R-35 35,000 14% 4% 5% R-25 25,000 14% 3.5% 4% R-20 20,000 14% 3.5% 4% R-15 15,000 16% 3.5% 4% R-15A 15,000 12% 3.5% 4% R-12 12,500 17% 4% 4% R-10 10,000 20% 4.5% 3.5% R-7 7,500 23% 4.5% 3.5% R-5 5,000 30% 5% 3.5% R-2F 5,000 30% 1 5% 3.5% Existing: Proposed: 1. AREA OF LOT 1,51000 Sq. Ft. 15,000 Sq. Ft. 2. AREA OF HOUSE a. Coverage of Main Building a (Including Attached Garage or Accessory Building) 3.��- Sq. Ft. �i q 33.3aSq. Ft. b. Area of 1st Floor Divided By Area of Lot x 100 Q 3. AREA OF ACCESSORY BUILDING (Includes Detached Garages,Tool Shed, Playhouses) wo 3Sq. Ft. 10 Sq. Ft. a. Coverage of Accessory Building + Area of Accessory Building Divided By Area of Lot x 100 _�!% 1 % 4. AREA OF DECK '33q .a3 _Sq. Ft. 939. 40 Sq. Ft. a. Coverage of Deck Area of Deck Divided By Area of Lot x 100 6 % I attest to est o knowledge and belief, the above information is correct. Arc ' ect's ature (3) 8/12/2021 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914) 939-0668 IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address: R�'I e SA. Section: Block: Lot: a,© Zone: 5 IMPERVIOUS SURFACES (Definition): All buildings, as defined herein, and all areas on the ground or elevated above the ground which are comprised of materials through which water cannot readily flow, including, but not limited to asphalt, concrete, masonry, wood, gravel and clay, and which consist of elements including, but not limited to, court yards, sports courts, swimming pools,patios,sidewalks,ramps,terraces and driveways. TOTAL MAXIMUM PERMITTED MAX. PERMITTED COVERAGE Zoning IMPERVIOUS COVERAGE IN FRONT District LOT AREA BY IMPERVIOUS SURFACES YARD (sq.ft.) For Base Lot For Lot Area Area (sq.ft.)* Over Base R 35 15 Lot Area % R 25 20 0 to 4,000 0 55 R-20 30 4,001 to 6,000 2,200 35 6,001 to 12,000 2,900 27 7 R-15 35 ... 12,001 to 16,000 4,520 26 R-15A 35 16,001 to 20,000 5,560 25 R-12 40 20,001 to 30,000 6,560 24 30,001 to 40,000 8,960 23 R-10 45 40,001 &larger 11,260 22 R-7 40 R-5 30 *"Base Lot Area"is the minimum end of the lot size R2-F 30 range in the"Lot Area"column Area of lot: k 5 000 s .ft. Existing Allowed Proposed Total impervious coverage = a.�O•ay S .ft. �"� •'S . ft. 1 31 ( -OD S .ft. Front impervious covers e = 11 % % 11 % I attest to the best of wledge and belief,the above information is correct. Architect's tune (4) 8/12/2021 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 BULK REGULATIONS IN RESIDENTIAL DISTRICTS Address: AID NoN\ qc ,,\`�clg 5V Section: Block: Lot: MAXIMUM GROSS FLOOR AREA USE FORMULA. Maximum Gross Floor Area = 4,000 + [ (Lot Area —21,780) x 0.11478421 ]: a. Allowed = 3, P-2I • 6 Sq. Feet b. Existing = Sq. Feet c. Proposed = Sq. Feet HEIGHT/SETBACK RATIOS FOR RESIDENTIAL DISTRICTS DEFINITION: A standard designed to regulate the height of a building in relation to the average grade of the corresponding portion of the lot line from which it is set back. The ratio modifies the maximum permitted Height of Building by forming an inclined plane beginning at the average grade along the portion of the lot line from which the setback is measured and rising toward the building at the specified ratio above which no part of any building, other than minor architectural features such as chimneys, skylights and dormer windows not covering more than 10% of the entire roof area, shall be permitted to extend. Height and Setback shall be calculated using the formula; Height/Setback=X, where X is the required side or front yard ratio for the zoning district in which a property is located as specified in Article VIII of Chapter 250. A complete elevation view for the proposed improvement must be included on the drawings. FILL IN YOUR RATIOS: ZONE EX/S77NG PROPOSED REWIRED FRONT: FRONT: FRONT: .44 R,35 SIDE: SIDE: SIDE: 1.20 FRONT: FRONT: FRONT: .48 R�25 SIDE: SIDE: SIDE: 1.30 FRONT: FRONT: FRONT: .60 R-20 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .60 R 15 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 171SA SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .69 Aff-12 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 R-10 SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .96 IP�7 SIDE: SIDE: SIDE: 3.00 FRONT: FRONT: FRONT: 1.20 R-S SIDE: SIDE: SIDE: 4.00 FRONT: FRONT: FRONT: 1.20 /P-2P IDE: SIDE: SIDE: 4.00 I at he t of my knowledge and belief, the above information is correct. Ar ect' igna ture (5) 8/12/2021 BUILD G DEPARTMENT D E C L`— �V1 F VIL E OF RYE BROOK f - 2�24 938 KING ET RYE BROOK,NY 10573 4 9-0bb8 VILLAGE OF RYE BROOK Bul-nRhlG DEPARTMENT rook.ar<, AFFIDAVIT OF COMPLIANCE VILLAGE CODE §216 • STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG SMITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT . STATE OFNEW YORK, COUNTY OF WESTCHESTER ) as: i r�y ,residing at, Ny 0- fz4' sy. qrx.JK A) 1,9 (Print name) (Address where you five) being duly sworn, deposes and states that(s)he is the applicant above named, and further states that(s)he is the legal owner of the property to which this Affidavit of Compliance pertains at; �7 D T�, qrl dk � I r jo 1 , Rye Brook,NY. (Job Address) Further that all statements contained herein are true,and that to the best of his/her knowledge and belief,that there are no known illegal cross-connections concerning either the storm sewer or sanitary sewer, and further that there are no roof drains, sump pumps, or other prohibited stormwater or groundwater connections or sources of inflow or infiltration of any kind into the sanitary sewer from the subject property in accordance with all State, County and Village Codes. k--Qi/All - (Signature of Prop n (s)) 5--� '-) . V,(- (Print Name of Property Owner(s)) Sworn to before me this _ day of 20 CAROLYN MARIE CANNISTRAItC� NOTARY PUBM STAII Of NO YORi'; Rem No.CA0617701 Quned InWESTCHBSTR Cow-7 4�.ta p , Comm6dwE:pimIVOSIlO 7 (6) 8/12/2021 This application must be properly completed in its entirety by a N.Y. State Registered Architect or N.Y. State Licensed Professional Engineer & signed by those professionals where indicated. It roust also include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety anchor not properly signed shall be deemed null and void, and will be returned to the applicant. Please note that application fees are nor-refundable. STATE OF NEW YORK,COUNTY OF WESTCI)ESTER ) as: ,being duly sworn, deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief, and that any work performed, or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications, as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws, ordinances and regulations. By signing this application, the property owner further declares that he/she has inspected the subject property, and that to the best of his/her knowledge there are no roof drains, sump pumps or other prohibited stormwater or groundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property. Sworn to before me this Swom to before me this 3d Fti day of J�J l , 20 =:�)- day of 20 Signature of Fr e O er Signature of Applicant SC'CA, r,�' v oC (,q o (Foe 'P—10 Print Name of Property Own r Print Name of Applicant Notary PukV Notary Public RONAL D CRUZ Notary Obbitc CANNISTRARO ConnPc!#cut !NOTay Yti MARIB YORK My Commission Expires Sep 30, 2019 PUBLIC,a=OP NM Nfw �Coaaty 8/12/2021 r , • • • LO w � W � `� cn u ►H z v, z 00 00 v 00o Ln CP ^�1 00H o g u z W 0 CC v w � O O N o 0 o a+ Ft "� v -µ O z F+rl ACNw a v • 7 .-. � C ;, w pw a 4 a o a a w ~ � � H z M w 00 C� W � � wQ V Z a 03 .�GIN Cl) zz W H w H zg CA6 u W w O W w o � ° " O w ° o cn Z v �, W z a $ V Wg x N a z w aQ. a 2 z 5 w o � pa w x • r ¢�'I r• - h p IECFEOVCE BUILD) G ICE MENT ID VIL E OF RYE OK JUL 2 2 2024 938 KIN ET RYE B ,NY 10573 VILLAGE OF RYE BROOK BUILDING DEPARTMENT w"* &do v.goy ELECTRICAL PERMIT APPLICATION Westchester County /�Master �Electricians License Required / L� FOR OFFICE USE ONLY B #: ��7-1 / V EP#: c-o�y /� Approval Date: � 1 Permit Fee: $ Approval Signature: or Other: *************************** ********************************************************************** DO NOT START WORK or CONSTRUCTION UNTIL A PERMIT HAS BEEN ISSUED BY THE BUILDING INSPECTOR. THE ADMINISTRATIVE FEE FOR WORK PROGRESSED OR COMPLETED WITHOUT A PERMIT IS 12%OF THE TOTAL COST OF CONSTRUCTION WITH A MINIMUM FEE OF$750.00 Application dated, is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/or remove electrical equipment,wiring,fixtures,or to perform other high or low voltage electrical work as per the detailed statement described below. By signing this document, the applicant & property owner agree that all electrical work performed will be in conformance with all applicable Federal,State,County and Local Co/des. I.Address: 070 N okrm K 066 S-r SBL:_ 1367. P 7 —)—7 Zone: 2.Property Owner: 1.'</"V 4 6Q/KA S4/i&1l_'&ddress: �,q M(1! Phone#: Cell#: email:3.Master Electrician/Licensed Inst ler: Q4 A& 404e Address:-M BQIAC 6,0,0E 9,0 S_AMI'r»R �� L Lic.#:Phone#: 3 Sf Cell# kn- $7 email:Ir 4&fc7R1LI*OPfo4zjejE rUE?' Company Name:ATA R)C- Address: /7 B�++)L&Al- A Sre�rFO� Cr �903 4.Proposed Electrical Work/Fixture Count: 6 .1 5.31 Party Electrical Inspection Agency: c� VJ 14 STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: being duly swom,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 for the legal owner and is duly authorized to make and file this application. (Master Electrician/Licensed Installer) The undersigned further states that all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances,and regulations. Sworn toj)rfore me this Sworn to before me this day of day of ,20 Signature of Prop wner Signature of Applicant 1 G-+Aa ADY P*Vame of PropertyZOwr QPrint Name of Applicant S Fzt,ME'- l� N650501101,1011c,State of New York Notary Public No.01ME6160063 Qualified In Westchester County 6/1/2024 Commission Expires January 29,2CK— STATE WIDE INSPECTION SERVICES, INC. ••0 • • SWIS JOB APPLICATION • •. • Office Use Elect. Permit# P ! Date 1 Bldg Permit# c-) —l'J Scl Ft Plumbing Permit# Final Certificate # City/Village j Zip Building Dept. ')y,,C County K`�'Lc 73 ; b?a�K 7 Address /17a �H Cross Street Section Block / Lot '7 Owner Name/Address(If different than above) 't n ���� Contact Number ❑Basement ❑ 1st Fl. ❑2nd Fl. ❑3rd Fl. ❑More Than 3 Fl. ❑Garage ❑Attic &Outside ❑Residential ❑Commercial Receptacles Special Recept GFCI AFCI Switches Dimmers Smoke Alarms C/0 Detector Hood Trash Compact Amt Amps Range(s) Cooktop(s) Oven(s) Dishwashers Refrigerator Disposal Microwave Luminaires Generator Transfer Switch SERVICE Amperage #Panels 1P 3P # Meters # Disconnect ❑Underground ❑ New ❑ Reconnect ❑ Repair ❑Overhead ❑ Upgrade ❑ Disconnect Utility ID# ❑Con Ed ❑ NYSEG ❑Central Hudson ❑ Orange/Rockland PHOTOVOLTAIC SYSTEM PV Modules Inverters AC Disconnect Junction Box Combiner Box Load Center PV Monitor Energy Storage System DC Disconnect ❑Legalization ❑ Safety Inspection ❑Consultation W I C NTS d/,) nle✓v p� a 2 2024 � VILLAGE OF RYE BROOK BUILDING DEPARTMENT This application is valid forone(1)year from the date received by SWIS.This application is intended to cover the above listed items to be inspected,if at anytime of inspection additional items have been installed,you are authorized to make the inspection and adjust the fee for the additional Items inspected.The applicant declares that there is no open applications for the above address with any other inspection company.The applicant, owner or authorized agent agrees to all the above terms and conditions as set forth for the application. Email Address TA�C.EG7R�L 0�To.�wn/� . ,^/r-T Name .Cmc2 License# Date Signature, Address 7 AIAA AE '�[J City/State CAM r-AQ �� Zip Code O Company AT14 fL6-7'QI C Phone# 9,Y _eVe7 Du V1 State Wide Inspection Services R DDcjk� 1080 Main Street AUG — 7 2024 Fishkill, NY 12524 asw a s 845 202-7224 Phone VILLAGE OF RYE BROOK 914-219-1062 Fax STATE WIDE INSPECTION SERVICES BUILDING DEPARTMENT Email: officeCcOswisny.com --- ------- Website: www.swisny.com Service With Integrity BY THIS CERTIFICATE OF COMPLIANCE STATE WIDE INSPECTION SERVICES CERTIFIES THAT: Upon the application of: Upon Premises Owned by: ATA Electric, LLC Sean Kirby& Erika Sanchez 79 Briar Brae Road 270 North Ridge Street Stamford,CT 06903 Rye Brook, NY 10573 Located at: 270 North Ridge Street, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number: EP24-154 135.27 1 7 Certificate Number: 2024-4969 Building Permit Number: BP24-143 A visual inspection of the electrical system was conducted at the Residential occupancy described below.The electrical system consisting of electrical devices and wiring is located in/on the premises at: 270 North Ridge Street, Rye Brook, NY 10573 The Exterior Patio was inspected in accordance with the NYS and NFPA 70-2017 and the detail of the installation, as set forth below,was found to be in compliance on the 5th day of August 2024. Name Quantity Rating Circuit Type Receptacles 04 Luminaires 04 Officer: Frank J. Farina This certificate may not be altered in any%vay and is validated only by the presence of a seal at the location indicated.This certificate is valid for%vork performed on the date of inspection only. H.K.ASSOCIATES, LLC SUN - 4 2024 PROFESSIONAL ENGINEER VILLAGE OF RYE BROOK BUILDING DEPARTMENT 20 TOPAZ LANE TRUMBULL, CONNECTICUT 06611 PHONE/FAX 203-459-2471 MAY 18, 2024 DRAINAGE COMPUTATIONS SCS METHOD 25 YEAR FREQUENCY ZERO RUNOFF 270 NORTH RIDGE STREET RYE BROOK, NEWYORK BRIAN OPP, P.E. SCS METHOD CN------------EXISTING CONDTION-------69 CN--------PROPOSED CONDITION--------98 PROPOSED PATIO AND WALKWAY CONSTRUCTION IS PLANNED AS SHOWN ON THE SITE PLAN, THE AREA OF THE PARCEL IS 0.34 ACRES AND THE IMPERVIOUS AREA = 1072 SQUARE FEET =0.03 AC. ARE APPLIED TO THE DRAINAGE COMPUTATIONS SEE ATTACHED COPUTER PRINT OUT FOR PRE AND POST RUNOFF OF 25 YEAR FREQUENCY ROUTING THE RUNOFF INCREAMENT THROUGH CULTEC 330 XLHD -- 17 LINEAL FEET OR 2 UNITS AS SHOWN ON THE PLAN. COMPUTED RUNOFF PROVIDED STORAGE 229 CU.FT. 1 Hydrograph Return Period Recap Hydraflow Hydrographs by Intelisolve v9.02 Hyd.! Hydrograph Inflow Peak Outflow(cfs) Hydrograph No. type Hyd(s) description (origin) 1-Yr 2-Yr 3-Yr 5-Yr 10-Yr 25-Yr 50-Yr 100-Yr 1 SCS Runoff ------- ------- 0.024 ------- 0.043 0.060 0.086 0.105 0.127 RYE BROOK---PRE----25YR. 2 SCS Runoff ------- ------- 0.089 ------ 0.115 0.136 0.166 0.188 0.211 RYE BROOK--25 YEAR--- POST 3 Reservoir 2 ------- 0.020 ------- 0.023 0.026 0.063 0.107 0.155 STORAGE Proj. file: RYE BROOK.gpw Saturday, May 25. 2024 1 Hydrograph Report Hydraflow Hydrographs by Intelisolve v9.02 Saturday, May 25,2024 Hyd. No. 1 RYE BROOK---PRE----25YR. Hydrograph type = SCS Runoff Peak discharge = 0.024 cfs Storm frequency = 2 yrs Time to peak = 732 min Time interval = 3 min Hyd. volume = 105 cuft Drainage area = 0.030 ac Curve number = 69 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 10.00 min Total precip. = 3.51 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 RYE BROOK---PRE----25YR. Q (cfs) Hyd. No. 1 -- 2 Year Q (cfs) 0.10 0.10 0.09 0.09 0.08 0.08 0.07 0.07 0.06 0.06 0.05 0.05 0.04 0.04 0.03 0.03 0.02 0.02 0.01 0.01 0.00 0.00 0 180 360 540 720 900 1080 1260 1440 1620 Hyd No. 1 Time (min) 2 Hydrograph Report Hydraflow Hydrographs by Intelisolve v9.02 Saturday,May 25,2024 Hyd. No. 2 RYE BROOK--25 YEAR--- POST Hydrograph type = SCS Runoff Peak discharge = 0.089 cfs Storm frequency = 2 yrs Time to peak = 726 min Time interval = 3 min Hyd. volume = 335 cuft Drainage area = 0.030 ac Curve number = 98 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 6.00 min Total precip. = 3.51 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 RYE BROOK--25 YEAR--- POST Q (cfs) Hyd. No. 2 -- 2 Year Q (cfs) 0.10 0.10 0.09 0.09 0.08 0.08 0.07 0.07 0.06 0.06 0.05 0.05 0.04 0.04 0.03 0.03 0.02 0.02 0.01 0.01 0.00 0.00 0 180 360 540 720 900 1080 1260 1440 Hyd No. 2 Time (min) 3 Hydrograph Report Hydraflow Hydrographs by Intelisolve v9.02 Saturday, May 25,2024 Hyd. No. 3 STORAGE Hydrograph type = Reservoir Peak discharge = 0.020 cfs Storm frequency = 2 yrs Time to peak = 750 min Time interval = 3 min Hyd. volume = 334 cuft Inflow hyd. No. = 2 - RYE BROOK--25 YEAR--- POST Max. Elevation = 96.49 ft Reservoir name = STORAGE Max. Storage = 85 cuft Storage Indication method used. Outflow includes exfiltration. STORAGE Q (cfs) Hyd. No. 3 -- 2 Year Q (cfs) 0.10 0.10 0.09 0.09 0.08 0.08 0.07 0.07 0.06 0.06 0.05 0.05 0.04 0.04 0.03 0.03 0.02 0.02 0.01 0.01 0.00 0.00 0 180 360 540 720 900 1080 1260 1440 1620 Time (min) Hyd No. 3 Hyd No. 2 Total storage used = 85 cult 4 Hydrograph Report Hydraflow Hydrographs by Intelisolve v9.02 Saturday,May 25,2024 Hyd. No. 1 RYE BROOK---PRE----25YR. Hydrograph type = SCS Runoff Peak discharge = 0.043 cfs Storm frequency = 5 yrs Time to peak = 729 min Time interval = 3 min Hyd. volume = 176 cuft Drainage area = 0.030 ac Curve number = 69 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 10.00 min Total precip. = 4.52 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 RYE BROOK---PRE----25YR. Q (cfs) Hyd. No. 1 -- 5 Year Q (cfs) 0.10 0.10 0.09 0.09 0.08 0.08 0.07 0.07 0.06 0.06 0.05 0.05 0.04 0.04 0.03 0.03 0.02 0.02 0.01 0.01 0.00 L0.00 0 180 360 540 720 900 1080 1260 1440 1620 Hyd No. 1 Time (min) 5 Hydrograph Report Hydraflow Hydrographs by Intelisolve v9.02 Saturday, May 25,2024 Hyd. No. 2 RYE BROOK--25 YEAR--- POST Hydrograph type = SCS Runoff Peak discharge = 0.115 cfs Storm frequency = 5 yrs Time to peak = 726 min Time interval = 3 min Hyd. volume = 437 cuft Drainage area = 0.030 ac Curve number = 98 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 6.00 min Total precip. = 4.52 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 RYE BROOK--25 YEAR--- POST Q (cfs) Hyd. No. 2 -- 5 Year Q (cfs) 0.50 0.50 0.45 0.45 0.40 0.40 0.35 0.35 0.30 0.30 0.25 0.25 0.20 0.20 0.15 0.15 0.10 0.10 0.05 0.05 0.00 0.00 0 180 360 540 720 900 1080 1260 1440 Hyd No. 2 Time (min) 6 Hydrograph Report Hydraflow Hydrographs by Intelisolve v9.02 Saturday, May 25,2024 Hyd. No. 3 STORAGE Hydrograph type = Reservoir Peak discharge = 0.023 cfs Storm frequency = 5 yrs Time to peak = 753 min Time interval = 3 min Hyd. volume = 437 cuft Inflow hyd. No. = 2 - RYE BROOK--25 YEAR--- POST Max. Elevation = 97.12 ft Reservoir name = STORAGE Max. Storage = 122 cuft Storage Indication method used. Outflow includes exfiltration. STORAGE Q (cfs) Hyd. No. 3 -- 5 Year Q (cfs) 0.50 0.50 0.45 0.45 0.40 0.40 0.35 0.35 0.30 0.30 0.25 0.25 0.20 0.20 0.15 0.15 0.10 0.10 0.05 0.05 0.00 0.00 0 180 360 540 720 900 1080 1260 1440 1620 Time (min) Hyd No. 3 Hyd No. 2 Total storage used = 122 cult 7 Hydrograph Report Hydraflow Hydrographs by Intelisolve v9.02 Saturday, May 25,2024 Hyd. No. 1 RYE BROOK---PRE----25YR. Hydrograph type = SCS Runoff Peak discharge = 0.060 cfs Storm frequency = 10 yrs Time to peak = 729 min Time interval = 3 min Hyd. volume = 241 cuft Drainage area = 0.030 ac Curve number = 69 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 10.00 min Total precip. = 5.35 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 RYE BROOK---PRE----25YR. Q (cfs) Hyd. No. 1 -- 10 Year Q (cfs) 0.10 0.10 0.09 0.09 0.08 0.08 0.07 0.07 0.06 0.06 0.05 0.05 0.04 0.04 0.03 0.03 0.02 0.02 0.01 0.01 0.00 0.00 0 180 360 540 720 900 1080 1260 1440 1620 Hyd No. 1 Time (min) 8 Hydrograph Report Hydraflow Hydrographs by Intelisolve v9.02 Saturday, May 25,2024 Hyd. No. 2 RYE BROOK--25 YEAR--- POST Hydrograph type = SCS Runoff Peak discharge = 0.136 cfs Storm frequency = 10 yrs Time to peak = 726 min Time interval = 3 min Hyd. volume = 522 cuft Drainage area = 0.030 ac Curve number = 98 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 6.00 min Total precip. = 5.35 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 RYE BROOK--25 YEAR--- POST Q (cfs) Hyd. No. 2 -- 10 Year Q (cfs) 0.50 0.50 0.45 0.45 0.40 0.40 0.35 0.35 0.30 0.30 0.25 0.25 0.20 0.20 0.15 0.15 0.10 0.10 0.05 0.05 0.00 0.00 0 180 360 540 720 900 1080 1260 1440 Hyd No. 2 Time (min) 9 Hydrograph Report Hydraflow Hydrographs by Intelisolve v9.02 Saturday,May 25,2024 Hyd. No. 3 STORAGE Hydrograph type = Reservoir Peak discharge = 0.026 cfs Storm frequency = 10 yrs Time to peak = 753 min Time interval = 3 min Hyd. volume = 522 cuft Inflow hyd. No. = 2 - RYE BROOK--25 YEAR--- POST Max. Elevation = 97.84 ft Reservoir name = STORAGE Max. Storage = 152 cuft Storage Indication method used. Outflow includes exfiltration. STORAGE Q (cfs) Q (cfs) Hyd. No. 3 -- 10 Year 0.50 0.50 0.45 0.45 0.40 0.40 0.35 0.35 0.30 0.30 0.25 0.25 0.20 0.20 0.15 0.15 0.10 0.10 0.05 0.05 0.00 0.00 0 180 360 540 720 900 1080 1260 1440 1620 Time (min) Hyd No. 3 Hyd No. 2 Total storage used = 152 cult Hydrograph Report 10 Hydraflow Hydrographs by Intelisolve v9.02 Saturday,May 25,2024 Hyd. No. 1 RYE BROOK---PRE----25YR. Hydrograph type = SCS Runoff Peak discharge = 0.086 cfs Storm frequency = 25 yrs Time to peak = 729 min Time interval = 3 min Hyd. volume = 338 tuft Drainage area = 0.030 ac Curve number = 69 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 10.00 min Total precip. = 6.50 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 RYE BROOK---PRE----25YR. 0 (cfs) Hyd. No. 1 25 Year 0 (cfs) 0.10 0.10 0.09 0.09 0.08 0.08 0.07 0.07 0.06 0.06 0.05 0.05 0.04 0.04 0.03 0.03 0.02 0.02 0.01 0.01 0.00 0.00 0 180 360 540 720 900 1080 1260 1440 1620 Hyd No. 1 Time (min) 11 Hydrograph Report Hydraflow Hydrographs by Intelisolve v9.02 Saturday, May 25,2024 Hyd. No. 2 RYE BROOK--25 YEAR--- POST Hydrograph type = SCS Runoff Peak discharge = 0.166 cfs Storm frequency = 25 yrs Time to peak = 726 min Time interval = 3 min Hyd. volume = 639 cuft Drainage area = 0.030 ac Curve number = 98 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 6.00 min Total precip. = 6.50 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 RYE BROOK--25 YEAR--- POST Q (cfs) Hyd. No. 2 -- 25 Year Q (cfs) 0.50 0.50 0.45 0.45 0.40 0.40 0.35 0.35 0.30 0.30 0.25 0.25 0.20 0.20 0.15 0.15 0.10 0.10 0.05 0.05 0.00 0.00 0 180 360 540 720 900 1080 1260 1440 Hyd No. 2 Time (min) 12 Hydrograph Report Hydraflow Hydrographs by Intelisolve v9.02 Saturday,May 25,2024 Hyd. No. 3 STORAGE Hydrograph type = Reservoir Peak discharge = 0.063 cfs Storm frequency = 25 yrs Time to peak = 741 min Time interval = 3 min Hyd. volume = 639 cuft Inflow hyd. No. = 2 - RYE BROOK--25 YEAR--- POST Max. Elevation = 98.62 ft Reservoir name = STORAGE Max. Storage = 181 cuft Storage Indication method used. Outflow includes exfiltration. STORAGE Q (cfs) Hyd. No. 3 -- 25 Year Q (cfs) 0.50 0.50 0.45 0.45 0.40 0.40 0.35 0.35 0.30 0.30 0.25 0.25 0.20 0.20 0.15 0.15 0.10 0.10 0.05 0.05 0.00 0.00 0 180 360 540 720 900 1080 1260 1440 1620 Time (min) Hyd No. 3 Hyd No. 2 Total storage used = 181 cult 13 Hydrograph Report Hydraflow Hydrographs by Intelisolve v9.02 Saturday,May 25,2024 Hyd. No. 1 RYE BROOK---PRE----25YR. Hydrograph type = SCS Runoff Peak discharge = 0.105 cfs Storm frequency = 50 yrs Time to peak = 729 min Time interval = 3 min Hyd. volume = 415 cuft Drainage area = 0.030 ac Curve number = 69 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 10.00 min Total precip. = 7.36 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 RYE BROOK---PRE----25YR. Q (cfs) Hyd. No. 1 -- 50 Year Q (cfs) 0.50 0.50 0.45 0.45 0.40 0.40 0.35 0.35 0.30 0.30 0.25 0.25 0.20 0.20 0.15 0.15 0.10 0.10 0.05 0.05 0.00 0.00 0 180 360 540 720 900 1080 1260 1440 1620 Hyd No. 1 Time (min) 14 Hydrograph Report Hydraflow Hydrographs by Intelisolve v9.02 Saturday, May 25,2024 Hyd. No. 2 RYE BROOK--25 YEAR--- POST Hydrograph type = SCS Runoff Peak discharge = 0.188 cfs Storm frequency = 50 yrs Time to peak = 726 min Time interval = 3 min Hyd. volume = 727 tuft Drainage area = 0.030 ac Curve number = 98 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 6.00 min Total precip. = 7.36 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 RYE BROOK--25 YEAR--- POST 0 (cfs) Hyd. No. 2 -- 50 Year Q (cfs) 0.50 0.50 0.45 0.45 0.40 0.40 0.35 0.35 0.30 0.30 0.25 0.25 0.20 0.20 0.15 0.15 0.10 0.10 0.05 0.05 0.00 0.00 0 180 360 540 720 900 1080 1260 1440 Hyd No. 2 Time (min) 15 Hydrograph Report Hydraflow Hydrographs by Intelisolve v9.02 Saturday,May 25,2024 Hyd. No. 3 STORAGE Hydrograph type = Reservoir Peak discharge = 0.107 cfs Storm frequency = 50 yrs Time to peak = 735 min Time interval = 3 min Hyd. volume = 727 cuft Inflow hyd. No. = 2 - RYE BROOK--25 YEAR--- POST Max. Elevation = 98.76 ft Reservoir name = STORAGE Max. Storage = 184 cuft Storage Indication method used. Outflow includes exfiltration. STORAGE Q (cfs) Hyd. No. 3 -- 50 Year Q (cfs) 0.50 0.50 0.45 0.45 0.40 0.40 0.35 0.35 0.30 0.30 0.25 0.25 0.20 0.20 0.15 0.15 0.10 0.10 0.05 0.05 0.00 0.00 0 180 360 540 720 900 1080 1260 1440 1620 Time (min) Hyd No. 3 Hyd No. 2 Total storage used = 184 cuft 16 Hydrograph Report Hydraflow Hydrographs by Intelisolve v9.02 Saturday, May 25,2024 Hyd. No. 1 RYE BROOK---PRE----25YR. Hydrograph type = SCS Runoff Peak discharge = 0.127 cfs Storm frequency = 100 yrs Time to peak = 729 min Time interval = 3 min Hyd. volume = 500 cuft Drainage area = 0.030 ac Curve number = 69 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 10.00 min Total precip. = 8.28 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 RYE BROOK---PRE----25YR. Q (cfs) Hyd. No. 1 -- 100 Year Q (cfs) 0.50 0.50 0.45 0.45 0.40 0.40 0.35 0.35 0.30 0.30 0.25 0.25 0.20 0.20 0.15 0.15 0.10 0.10 0.05 0.05 0.00 0.00 0 180 360 540 720 900 1080 1260 1440 1620 Hyd No. 1 Time (min) 17 Hydrograph Report Hydraflow Hydrographs by Intelisolve v9.02 Saturday, May 25,2024 Hyd. No. 2 RYE BROOK--25 YEAR--- POST Hydrograph type = SCS Runoff Peak discharge = 0.211 cfs Storm frequency = 100 yrs Time to peak = 726 min Time interval = 3 min Hyd. volume = 821 cuft Drainage area = 0.030 ac Curve number = 98 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 6.00 min Total precip. = 8.28 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 RYE BROOK--25 YEAR--- POST Q (cfs) Hyd. No. 2 - 100 Year Q (cfs) 0.50 0.50 0.45 0.45 0.40 0.40 0.35 0.35 0.30 0.30 0.25 0.25 0.20 0.20 0.15 0.15 0.10 0.10 0.05 0.05 0.00 0.00 0 180 360 540 720 900 1080 1260 1440 Hyd No. 2 Time (min) 18 Hydrograph Report Hydraflow Hydrographs by Intelisolve v9.02 Saturday,May 25,2024 Hyd. No. 3 STORAGE Hydrograph type = Reservoir Peak discharge = 0.155 cfs Storm frequency = 100 yrs Time to peak = 732 min Time interval = 3 min Hyd. volume = 821 cuft Inflow hyd. No. = 2 - RYE BROOK--25 YEAR--- POST Max. Elevation = 98.90 ft Reservoir name = STORAGE Max. Storage = 189 cuft Storage Indication method used. Outflow includes exfiltration. STORAGE Q (cfs) Hyd. No. 3 100 Year Q (cfs) 0.50 0.50 0.45 0.45 0.40 0.40 0.35 0.35 0.30 0.30 0.25 0.25 0.20 0.20 0.15 0.15 0.10 0.10 0.05 0.05 0.00 0.00 0 180 360 540 720 900 1080 1260 1440 1620 Time (min) Hyd No. 3 Hyd No. 2 Total storage used = 189 cult Pond Report Hydraflow Hydrographs by Intelisolve v9.02 Sunday, May 26,2024 Pond No. 1 - STORAGE Pond Data UG Chambers-Invert elev. =95.46 ft, Rise x Span=2.00 x 3.00 ft, Barrel Len= 17.00 ft, No.Barrels= 1, Slope=0.00%, Headers=No Encasement-Invert elev.=94.96 ft, Width=5.33 ft, Height=5.00 ft, Voids=40.00% Stage/Storage Table Stage(ft) Elevation(ft) Contour area(sgff) Incr.Storage(cuft) Total storage(cult) 0.00 94.96 n/a 0 0 0.50 95.46 n/a 18 18 1.00 95.96 n/a 33 51 1.50 96.46 n/a 32 84 2.00 96.96 n/a 30 114 2.50 97.46 n/a 25 139 3.00 97.96 n/a 18 157 3.50 98.46 n/a 18 175 4.00 98.96 n/a 18 193 4.50 99.46 n/a 18 211 5.00 99.96 n/a 18 229 Culvert/Orifice Structures Weir Structures [A] [B] [C] [PrfRsr] [A] [B] [C] [D] Rise(in) = 4.00 0.00 0.00 0.00 Crest Len(ft) = 0.00 0.00 0.00 0.00 Span(in) = 4.00 0.00 0.00 0.00 Crest El.(ft) = 0.00 0.00 0.00 0.00 No. Barrels = 1 0 0 0 Weir Coeff. = 3.33 3.33 3.33 3.33 Invert El.(ft) = 98.50 0.00 0.00 0.00 Weir Type - --- --- --- --- Length(ft) = 5.00 0.00 0.00 0.00 Multi-Stage = No No No No Slope(%) = 1.00 0.00 0.00 n/a N-Value = .013 .013 .013 n/a Orifice Coeff. = 0.60 0.60 0.60 0.60 Exfil.(in/hr) = 6.000(by Wet area) Multi-Stage = n/a No No No TW Elev.(ft) = 0.00 Note:Culvert/Orifice outflows are analyzed under inlet and outlet control. Weir risers are checked for orifice conditions. Stage(ft) Stage/Storage Elev(ft) 5.00 99.96 4.00 98.96 3.00 97.96 2.00 96.96 1.00 95.96 0.00 94.96 0 20 40 60 80 100 120 140 160 180 200 220 240 Storage Storage(cuft) Slli � a rtl� STOP WORK oRoew y ByqED: 1 imp- i 1 I Ak S*4-22-J- a. �I f r nil `- � — a W UJ � - .ems•- rn j �� „ � - cr- r — r P O, G r COI O W y -�z CL E coi m Q a�, m a 111 uj W W LL 0-0 go y r 6 M Q I tJ o'�, ,4� �• � W � I N: W m.. M. " Co E! a w w Q 12 _ cJ w tt ,— >- wj �_µLL O Q o, AO Q U.J O , LU CL �_: ►r- ; O ui C 11; 14,. , r l 1 LLJCL 1 � V ell CL Ca ui C13 LL ,� = /W O -- _ cf)ui J0. U. �Wyy 1= O o ' Z of a' cn co� V / 1 fir ! � _ LLJ Ix 3 1 W 1 ']D d W 1 W O 0oao '�-'- tn _j m LIJ v, 1 >- \Lu �' � � �� 1 II •die,. �� __ ---- �r fir--- IAA 1 xiw wml Ii xIWWUA{ _ I W t s Y�V r y r! •.�a `� .' r N ' .. ._ Pop • 4, `16 ► w.•► '-- � _ -• - P �` �" Imo:�" •i 1 y y� t t ..t �! t -.1 .. 1 / I ` A. t 7 �y ..r't a�•- K ' ti 4 • i5 t ,t ti ii i L r. i �t i .r f # er Buildmiz Pemuc-Check Luc 8t Zoning AnalXsu i Addrem- SB L•Zone '` _ Use: �v C.omc.Type Onc�r Subrnitral Date `' Revuions Subnuttd Daces: Applicant \ )` ?,� 1 Nature of Work � 1 v IZ � Q{ C D 4- O g ZBA: PB: BOT• Oche NI E DA KK _�/J ( +)^EFES Filtng lm6P: C/a. Flood Plane: Lcph=oru ( ) (1/APP: Dated: ✓Notmvxd✓ SBL -' Truss I.D. Cross Connection FLO.A_ ( ) ( ) S«ruc Roads Steep Slopes Wetlands: Storm Water Reviews Street Opening: ( ) ( ) ENVIRO: Long Shore Fees: N/A ( ) ( ) SITE PLAN:Topo: Site Protection; S/W MgmL: Tree Plan Other. ( ) URVEY:Dated: Cur rent Archival ac Sealed. Unceptable ( ( PLANS:Date Stunped: ✓Scalfd i Copic;: y Ilccuorue Other. ( (.x License -'� Workers Comp: lability: Comp. Waiver Other (�( ) CODE 753#: Dated N/A ( � ( ) FUGH-VOLTAGE ELECTRICAL• Plans: Permit N/A Other: ( ) ( ) LOW-VOLTAGE ELECTRICAL.Plans: P t N/A: Other FIRE ALkRM/SMOKE DETECTORS P Permit H.W.1.C.:_Battery:—Other. PLUM nsBING:Pla Permit ac Gas: LP Gas: N/A/: Other. ( ( ) FIRE SUPPRESSION:Plans. P A. Other. ( ) ( ) I-V-kC.: PUns: Pcmut N/A Other. ( ( ) FUEL TANK Plans: Permit fuel Type: Other. ( ( ) 2020 NY Sme ECCC: N/A: Other. ( ( ) Final Survey Final Topo: RA/PE Sign-off Lcucr. As-Built Plans: Other. ( ( ) BP DET IAL LI ITET: C/O DENIAL. I.I:I"1'ER: Other. C i ) Other ( mtg.date �. approval;-(^- 19- ZY notes: ( ZBA mag.dace: approval• notes: ( )PB mtg.date: approvaL• notes: REQUIRED LAISIING PROPOSED 1lYI'Fti AI r, em k!2 15 \L -NC CacJG �OC� l LU Fie Nm S -- Sides: id — dK Main Q Am.Co Fs,H/Sb: A. Tm my: 6�(( Fc�lm : ILPAM HqjhLZStones - - — - ____------ notes: At BUILDING DEPARTMENT 'p IE C E Q V LE' 1 VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 JUN - 4 2024 ]J (914)939-0668 www.ryebrook.or� 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 11check list will be removed from the ARB agenda. Job Address: Qq0 1O'& Rk to 5T. Date of Submission: Parcel ID#: %35. 'a-4 —�— q Zone: Proposed Improvement(Describe in detail): �cep`�ce (.� B3q. �35y�� ux�oc�e.n pA�io�c- APPLICANT CHECK LIST: :P� `^t`.lrl D BY T'HF APPLICANT A q5y •31:iA� b6A pP,►eA OpAla wren A The following items must be submitted to the Building w `V w . A a\so Department by the applicant-no exceptions. q Pae'A y Owner: 1. ( Completed Application 11 2. Two(2) sets of sealed plans. ;one full size (maximum Address: i6 �Ji. allowable plan size=36"x 42"} and one I I"xIT') 3. ( Two(2)copies of the property survey. Phone# (�I$� $I O — 9 q 4. ( Two (2)copies of the proposed site plan. Applicant appearing before the Board: 5. ( One electronic/disc copy of the complete Luc (Ann) 99-6,0C 0 application materials. 6. (�Filing Fee. Address: 2a y jkk; S�. 1 k�2WCCV\wAt1, CI O('94 7. ( )Any supporting documentation. 8. ( )HOA approval letter. (if applicable) Phone#�q I4 3$�{' �$tCj 9. j Photographs. Architect/Engineer: r�p.n 000 10.2 Samples of finishes/color chart. (a sample board or Phone# (.Q03) W59— -2 4-:�, 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 3U ^ day of J � , 20 ` day of /V 1" , 20 a� Signature of P e er Signature of Applicant r ame of Property Owner Print Name of Applicant f' Pu li Notary Public CAROM U="=0'I O YORIC III RONAL D CRLiZ jjW*WWWCAA6177N0 Notary Public Co�1 Connecticut commlai0n� 7 [my Commission Expires Sep 30,]2028 8/12i7321 .�E Dft(lVk• Village of Rye Brook ML M1Z 04 yAgend FB SE Architectural Review Board Meeting AC AD j Tuesday June 18,2024 at 7:30 PM j Village Hall,938 King Street 1M SF 1. ITEMS: 1.1. ARB24-062(Consent Agenda) Uriel Alejo&Maria Becerra 12 Jean Lane Rooftop solar array. 1.2. ARB24-063 (Consent Agenda) (Amendment to Approved Plans) Eric Steinert&Caryn Steinert 24 Meadowlark Road Install two skylights on rear deck roof. 1.3. ARB24-064(Consent Agenda) Bruno Stephan Veras de Melo&Luciana Traverso de Resende Melo 260 Betsy Brown Road Rooftop solar array. 1.4. ARB24-065(Consent Agenda) Vipul Ramesh Nayi&Fany Delacruz Nayi 50 Valley Terrace Rooftop solar array. 1.5. ARB24-066 (Consent Agenda) Sooah Park 47 Bonwit Road Replace front steps and walkway. 1.6. ARB24-067 (Consent Agenda) Jie Gao&Lei Deng 10 Lawridge Drive Rooftop solar array. 1.7. ARB24-068(Consent Agenda) Lance Hochhauser&Heather Katz Hochhauser 22 Talcott Road Install egress window,finish basement. 1.8. ARB24-069(Consent Agenda) Eric Steinert&Caryn Steinert 24 Meadowlark Road 6'high white PVC fence and gate. Page 1 of 4 Architectural Review Board June 18,2024 1.9. ARB24-070(Consent Agenda) Emily Groglio Irrevocable Trust,Shari Melillo,Trustee 5 Paddock Road Rear window and door changes. 1.10. ARB24-071 (Consent Agenda) Matthew Altman&Alexandra Altman 42 Lawridge Drive Remove one window and reduce size of one window. 1.11. ARB24-072(Consent Agenda) Salvatore Morlino&Annette Morlino 1 Bonwit Road New rear patio&composite stone veneer over existing brick. 1.12. ARB24-073 (Consent Agenda) Jose Poza&Rosweny Flores Hidalgo 115 North Ridge Street Legalize 6'high wood fence&remove rear wood deck on grade. 1.13. ARB24-074(Consent Agenda) (Amendment to Approved Plans) 2 Elm Hill LLC 6 Elm Hill Drive Legalize 6'high black cedar fence&porcelain pool patio. Consent Agenda Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.14. ARB24-020 556 Westchester Ave LLC C/o Anthony Guastella 556 Westchester Avenue New rear windows. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes Page 2 of 4 Architectural Review Board June 18,2024 1.15. ARB24-075 Win Ridge Realty LLC 200 South Ridge Street Legalize facade sign. "Yogafreak" Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.16. ARB24-076 Jose Herrera 506 West William Street Legalize roof over rear patio. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.17. ARB24-077 Victor Paterno&Annemarie Paterno 15 Old Orchard Road Legalize deck expansion and stairs. Renovate entire deck. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.18. ARB24-078 G&G Homebuilders Corp 18 Rock Ridge Drive Second story addition,deck and fence. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.19. ARB24-079 Sean Kirby&Erika Sanchez 270 North Ridge Street Legalize new rear patio&construct a pergola. Approvals: Motion Second Sol Abstention Aye; Nay;— — Adjournment; Notes ? 4'N [. 'f S'14e" Page 3 of 4 Architectural Review Board • June 18,2024 1.20. ARB24-080 Densy Gonzalez 213 Irenhyl Avenue New rear deck,window and door changes. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.21. ARB24-081 Kenneth Gerchick&Amy Bernstein Gerchick 3 Mohegan Lane Second floor dormer addition. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.22. ARB24-082 Randy Hamlet&Anne Marie Hamlet 21 Country Ridge Circle New front portico and window changes. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.23. ARB24-083 Robert O'Neill&Melissa O'Neill 4 Loch Lane Garage door overhang. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes NEXT MEETING: July 17,2024 Page 4 of 4 I IR :' �;.fix,;. �. ♦ VW R, , p Ir T�1 er" r ` . 4 4' iR 'Y•� �I r � is ;, ��y.'.. � �A4��''���}�',�,'' �'a� �/fit 1 p /� •.'�' ���� M, � r.. "�. 4. '.+q.• � .'fir�;� .. i--� �i•. � "�*4 � i' ��l � �fir, d�j��jt? - :f�) I It y y.� _'1► .. Hsi-• ` `,�. VA Al, a• } LA r y ' t �, �. _ a ! 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A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: CT AJC Insurance Agency PHONE FINC.No): 860 529-2182 1850 Silas Deane Hway E-MAIL ADDRESS: _ PRODUCER CUSTOMER ID Rocky Hill CT 06067 INSURER(S)AFFORDING COVERAGE NAIL R INSURED INSURER A:UTICA FIRST INSURANCE COMPANY 5326 LUCIANO PERINOTO INSURERB:HARTFORD UNDERWRITERS INS.CO. 30104 PERINOTO HOME IMPROVEMENT LLC INSURER C: 20 MAPLE RIDGE ROAD TRUMBULL CT 06611 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDLTYPE OF INSURANCE JUM SUBR POLICY NUMBER MM/DPOLIDY IYYYY MM/EFF D Y EXP LTR D/YYYY LIMITS A GENERAL LIABILITY 11/07/2023 11-07-2024 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTE07- X COMMERCIAL GENERAL LIABILITY X PREMISES Ea occurrence $ 50,000 CLAIMS-MADE X OCCUR MED EXP(Any one person) $ 5,000 ART 5046626 06 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG E 2,000,000 X1 POLICY JE PR0. LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO r BODILY INJURY(Per person) b ALL OWNED AUTOS BODILY INJURY(Per accident) E SCHEDULED AUTOS PROPERTY DAMAGE $ HIRED AUTOS (Per accident) NON-OWNED AUTOS $ X UMBRELLA LIAR X OCCUR 5046626 08 EACH OCCURRENCE $ 1,000.000 EXCESS LIAB CLAIMS-MADE I I r r AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ B WORKERS COMPENSATION 09/30/2023 09/30/2024 WCTOR LAM T OT AND EMPLOYERS'LIABILITY 6S60U6-4N64529-8-19 ER ANY PROPRIETOR/PARTNER/EXECUTIVE N/A r E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 I yes,describe under r r E.L.DISEASE-POLICY LIMIT E 500,000 1 I DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space Is required) PAINTING CONTRACTOR CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE The Village Of Rye Brook POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Rye Brook NY Paul Siqueira ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD Clear All NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE EFE]i ,01 T r ^^^^^^ 471282340 �i, PERINOTO HOME IMPROVEMENT LLC IN." • (CT LLC) M } 22 VITTI ST ❑� r.•. i NEW CANAAN CT 06840 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER PERINOTO HOME IMPROVEMENT LLC VILLAGE OF RYE BROOK (CT LLC) 938 KING STREET 22 VITTI ST RYE BROOK NY 10573 NEW CANAAN CT 06840 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE W2569 700-4 840655 05/13/2023 TO 05/13/2024 10/27/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2569 700-4, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR. PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY_ THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SUR NCE FUND TT �/ DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 828913686 U-26.3 2 2-X3 Stakes In Hayb°les INSTALLATION Li C OPY Place HayZ% 1. LOCATE AS NECESSARY FOR APPLICATION (SEE DIAGRAMS.) Flow ,' Ilp Together 2 EXCAVATE TRENCH A MINIMUM 6" DEEP BY 6" WIDE ON UPSLOPE SIDE OF FENCE. FOR SLOPES EXTEND TRENCH CONSTRUCTION SCHEDULE 4"Min UPSLOPE AT BOTH ENDS OF THE FENCE TO PREVENT WATER CONSTRUCTION SEQUENCE FROM RUNNING AROUND. ENCIRCLE CATCH BASINS IN CONSTRUCT TRACKING PADS AT ENTRANCES IF NEEDED. INSTALL SILT FENCE AT PERIMETER OF THE ANTICIPATED CONSTRUCTION START IN FALL OF 2020, WITH COMPLETION �—STAKED HAY BALES DEPRESSIONS, CUTTING FABRIC ON THE BOTTOM CORNERS 4"f 1 PROPOSED SITE DISTURBANCE. ANTICIPATED IN THE END OF DECEMBER 2021,WITH APPROPRIATE EROSION CONTROL MEASURES N.T.S. TO ALLOW FABRIC TO LAY FLAT AROUND CORNER. AS DESCRIBED HEREIN SHALL BE INSTALLED BY THE CONTRACTOR PRIOR TO THE CLEAR AND GRUB SITE. STOCKPILE TOPSOIL. BEGIN EXCAVATION. 3 COMMENCEMENT OF ALL CONSTRUCTION ACTICVITY. THE GENERAL DRIVE HARDWOOD STAKES (1Y2"x 1Y2"x48") ON DOWNSLOPE 2. ROUGH GRADE PORTION OF REQUIRED AREA CONTRACTOR SHALL BE RESPONSIBLE FOR SAID INSTALLATION AND MAINTENANCE SIDE OF TRENCH AT A MAXIMUM SPACING OF 10', OR CLOSER WHEN OF ALL EROSION CONTROL MEASURES DESCRIBED HEREIN. 3 INSTALL TEMPORARY SWALE TO DIRECT RUNOFF 4 CONCENTRATED FLOWS ARE ANTICIPATED. 3A TO LOW AREA AT REAR AND PROTECT STAPLE OR SECURE FENCE TO STAKES PER MANUFACTURER'S NEIGHBORS FROM RUNOFF THROUGH OUT PROJECT COMPLETION. FiFINAL ILTIFINAL SURVEY INSTRUCTIONS SUCH THAT AT LEAST 8" OF FABRIC LAYS CONTINUE EARTHWORK, CONSTRUCT FILL SLOPE, IN EXPEDITIOUS MANNER,AND STABILIZE WITHIN TRENCH. INSTALL ADDITIONAL EROSION CONTROLS, AS DIRECTED BY THE ENGINEER AND TOWN UIREDPRIOR TO PLACE FABRIC JOINTS AT STAKES WITH A 6" OVERLAP OF FABRIC. 4' ENGINEER.CONSTRUCT TOPSOIL, NSTALL EROSION CONTROL FABRIC AND SEED SLOPES SPECTION BACKFILL AND COMPACT TRENCH. WHICH HAVE ACHIEVED FINAL SITE GRADING. IN INSTALL SITE APPURTENANCES. 5• CONSTRUCT THE DRAINAGE GALLEYS.. EXISTING IRREGULAR S 18'-09-22"E WOODEN FENCE 88 77' 6. SPREAD TOPSOIL, LANDSCAPE PERIMETER AREAS. 7. REMOVE EROSION CONTROLS AFTER AREAS ARE STABILIZED. TREE 2 1/2 - 3" Diameter Rock 5" Thick (Typical) Existing Pavement �— AS SHOWN ON THE SITE PLAN Rou ih 5-K7Lor W z ot r\\jZ//j\\j\\j\\ No.2o F o //\//\//� \. �. \. \ \ \. \//\//\//\//\//\//� - W X Y \\j\\j\\j\\j\\/\/\\/\\/\/\\j\\j\\j\\j\/\\j\\j\\j\/\\j\\j\\/\/\\j\\j\\j\\/\\/\\ CULTEC HVLV FC-24 1 2 INCH DIA.WASHED W o \//\\//\\//\\//\\/\\��\\��\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\/j\\//\\/\\\�j</i. FEED CONNECTOR , CRUSHED STONE W YARD m \�\\�\\ \\�\\�\\,�\\��\� WHERE SPECIFIED 4 OZ NON-WOVEN FILTER FABRIC g Village of Rye Brook Replace/Scarify as RECHARGER 10OHD ° AROUND STONE.TOP AND SIDES to PAVEMENT 95/o COMPACTED FILL MANDATORY. Architectur JI Re iew Board ne funct'oningkorderrea HEAVY DUTY CHAMBER OR LAWN Z PROPOSED SI T FENCE 001 W [PROPOSED 17 FEET OR 2UNITS OF CULTEC330 XLH3 - Approval Date. PR POSED 4"PVC x ANTI—TRACKING APRON C Ilk L,wt/ I PROPOSED YARD DRAIN J Chalrman:� N.T.S. W o (At Driveway Entrance) 12" i / / / l�RICK,PAVING / o //�� 6"o�N N 17A xo r7 I no / W 3 \\/ /\\ PROPOSED 0.511 NEW ' EXISTING ALUMINUM M (1Y2"x 1Y2"x48") STAKE DRIVEN ON \ \\ PERGOLA I 2 STORY FRAME DOWNSLOPE SIDE OF TRENCH MOTORIZED N0.270 \ \\// I r Irl] EXISTING \ \\,1 STORY // 6 GARAGE PROPOSED I EXISTING EXTEND 8" OF SILT FENCE BELOW // BRICK PW OPEN PORCH \/ /\/\ /\/\ ACING GRADE (6" VERTICAL, 2" HORIZONTAL) �i\i\\i\\i, i\\i\�i\\i\\i\\i\\i\\i WALKWAY 8 GRAVEL CULTEC NO.20L POLYETHYLENE LINER TO BE PLACED BENEATH EXISTING 5211 5" HVLV FC-24 FEED CONNECTORS SLATE WALK WHEN UTILIZING INTERNAL MANIFOLD N 3 0 Ll O N ASPHALT DESIGN ENGINEER RESPONSIBLE FOR (� 1_ DRIVEWAY 6"x6" BACKFILL TRENCH ENSURING THE REQUIRED BEARING LO �J YARD �, CAPACITY OF SUB-GRADE SOILS(TYP.) FLOW Z N 22'-10'-00"E l l I��1-I z,�„�..�,�. -------•---^�r".w 53.9' N 18'-23'-00" P.O.B. t�I I=III ;�r..I I�I I I—I I CULTEC 330 XLHD DETAILS (( WE o E I-1 I M 1 ';. 1147.09' ''-II IN.T.S. F= (_'-�l MI I. I I MI. EXISTING SUBGRADE II—III= EROSION AND SEDIMENTATION NOTE ' ' .I�IIII�IIIII� _ I NORTH RIDGE STREETJUN 4 2024 SILT FENCE CROSS SECTION i STABILIZE ENTIRE PILE 1. ALL EROSION AND SEDIMENTATION CONTROL MEASURES WITH VEGETATION OR COVER 2 SLOPE OR LESS WILL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARD AND SPECIFICATIONS OF THE "NEWYORK GUIDELINES FOR r- I` W v • 1 SOIL EROSION AND SEDIMENT CONTROL" VILLAGE �Y r B 1 v_ , V W V V W W W • r W 2. ALL LAND DISTURBANCE SHALL BE KEPT TO A MINIMUM; t P A R g L RESTABLIZATION SHALL BE SCHEDULED AS SOON AS PRACTICAL. 1�I ,r WW W ' W W 3. EROSION AND SEDIMENT CONTROL MEASURES WILL BE 0 I0 W W • MAINTAINED PRIOR TO CONRTRUCTION WHENEVER POSSIBLE. y. �� — W 4. ALL CONTROL MEASURES WILL BE MAINTAITED IN EFFECTIVE ER �_ ' S C A E. " — O' W W v v W CONDITION THRUGHOUT THE CONSTRUCTION PERIOD. wwWww�*W'"lwwww'�wwwwwvv�wwww wwwwwwr`�'w' 5. ADDITIONAL CONTROL MEASURES WILL BE INSTALLED DURING 8Lr - THE CONSTRUCTION PERIOD, IF NECESSARY OR REQUIRED 6. THE OWNER IS ASSIGNED THE RESPONSIBILITY FOR IMPLEMENTING /� THIS EROSION AND SEDIMENT CONTROL PLAN. THIS RESPONSIBILITY APF th,; MIN. SLOPE HAY BALES OR SILT FENC MIN. SLOPE\ INCLUDES THE INSTALLATION AND MAINTENANCE OF CONTROL MEASURES, INFORMING ALL PARTIES ENGAGED ON THE CONSTRUCTION SITE OF THIS REQUIREMENTS AND OBJECTIVE OF THE PLAN, NOTIFY THE MILFORD WETLAND OFFICER OF ANY TRANSFER S T Q C K P I L E AREA OF THIS RESPONSIBILITY,AND FOR CONVEYING A COPY OF THE EROSION AND SEDIMENT STRUCTURE MAINTENANCE c CONTROL PLAN IF THE TITLE TO THE LAND IS TRANSFERE.D REMOVEDG INS P� '�Vi P E C T E D EACH SPRING AND FALL N.T.S. J 7 OFL IN EADIMENT MANNER WHICH S CONTROL W THU ES THE R INTENTLOFETHD IS tE ��` INSTALLATION NOTES TO O� �� LA MIN I IMMEDIATE CLEAN OUT I S REQUIRED 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. 8• ALL STOCK PILE MATERIAL MUST MEET AS SHOWN ON THE PLAN. ONCE STOCKPILES ARE IN PLACE THEY SHALL BE SEEDED TO PREv 1 J 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 1:2. 10..THE CONTRACTOR SHALL KEEP ALL PUBLIC ROADWAYS CLEAN AND °-- IL STOCKPILING,3. UPON COMPLETION OF SOIL�p►N �' SHALL IMPLEMENT WHATEVER MEASURES DIRECTED BY WETLAND OF G, EACH PILE SHALL BE SURROUNDED .F►,� WITH EITHER SILT FENCING OR HAY BALES, THEN STABILIZED WITH VEGETATION OR COVERED. SEE SPECIFICATIONS (THIS SHEET) FOR INSTALLATION OF SILT FENCE. D EWAT E R I N G R EQ U R E M E NTS: USE HAY BAL CONTROL THE MUDY PUMPED WATER CO BEFORE INSTALLATION FOR THEIR APPROV DATE REVISION p Firm Name and Address Project Name and Address Project CONSTRUCTION OF PATIO & WALKWAY OA 270 NORTH RIDGE STREET Date MAY 24,2024 9 RYE BROOK, NEWYORK Associates S`°'° Sheet I"-20' Title 20 Topaz Lone,Trumbull,CT 06611 SITE PLAN AND EROSION & SEDIMENTATION PLAN Drawn by 9RIAN OPP,P E.NY 08742a Phone;(203)459-2471 Material Board FILE COPY r di • ~F' s • so� - --r- f` s t Brick forpatiopaving Color. Almond Aluminum Motorized Pergola D E L5 W � f r JUN 4 2024 �--� `PILLAGE OF RYE BROOK BUILDING DEITAMWENT Project Location: 270 North Ridge Street, Parcel ID: 135.27-1-7 Lot: 20 Zone: R-15 Date: May 29th, 2024 Rye Brook, NY 10573 (CO � -in 0 RIO, jr A?* — z 7 Z:0 4,"1 ZM jok ', zzc _ Ir AW 0WNW c —� ��1► 3 > ` FTC gf-000 0 � E L i� z . lob A m417 z04's O _ LE 0 A& A, lit z z OR ipr T C) > ci [FID W fr�9 ' 4 dw 3DF I m i w jot T � (n o m o c z m jr '� ► '- - 0-*4 cp r;. i. qwA � -( F7 0K� � -01 � �o e 1�j _> � b t _. A) - — 0 Z JD I- z � -< V 0 OD 'vwmm` m i i 13 �, o zDcx)etj 14 woo 0 x o 6 i �< ® 2011 156-31 � *4 C r- —G) C { �m Z Z0 d-n 3j-< N M ,V mo zO m xaraa�•• r. INSTAL LA,ION LOCATE AS NECESSARY FOR APPUCA-ION(SEE DIAGRAMS.) �f�j Fro.F•� Z EXCAVATE TR NCH A MINIMUM"o"DEEP BY 6"ARE ON 1 uPSLo E SIDE OF FENCE. FOR SLOPES EXTEND TRENCH CONSTRUCTION SCHEDJ E FPS-e E AT BOT ENDS of TH-FENCE To PREVENT uaarER CONSIRU ,ION SELUU_NCE FROM RUNNING AROUND ENCIRCLE CATCH BASINS IN CONSTRUCT LOADING AN E HANC_s k.EDED.NSTA L BILL FENCE AT PERIMETER of ucTTUB" raOL I—AIDES _SAEEo_NAY9RU ilLl'IiLS JIS.GLf_IINC FABHIC ON IHE NO'ICES COHNE`2S 4 PROPosEc ANT ALEX N THE �s p�DD NOR o THE x.F.s. TO ALLL N TASI',IC TO LAY FICTI A,20UND CORNER_ AR ,. ECN ExcACATUTN. M Ns DRIVE HERD'NOOD STAKES(1?2'RlS'".48)ON DOVENSLOPE z cLE D DR..oN o OECD DIED 3Ea B SI-ALL BE P.OBGH PR,. CF AL'.ERo9On CONTROL MICAP-6 DESCRIBEDNMEREN ON„IB MA UTErtarvUE 5110E GI TENCH AT A MAXIMUM SPACING DF 10%GO CLOSER WHEN NSTAL TFU,PORAFY SWAT£To DIRECT RL'NCFF 4 CONCENTRATED FLOWS ARE AN'ICIPATEC. NEIGHflONs FFROH FED mSo'En Der STAR IF OR SECUR_-ENCF-0 STAKES PFR MANUFACTURER'S INSTRUCTIONS SUCH THAT AT LFAST 8"OF FABRIC LAYS CONTURLE NK,CONSTRUCT Du SLOPE,F EXPEDITIOUS MANNER,ADD WITFIN TRENCH. L F .O OLS S DIRE TED B NSSIEE STABILIZE PLACL IHANI)JOINTS AT STAKES WIT-1 A 6' OVERLAP OF FABRIC. EFACE ,Vc. ON c R..AND SEED'LOPES RA.,KF.I,I AND COMPACT TRENCH. RX"D I L APPUATCN / '-Y F e. SPREACR TOPSOIL,IANBSCAPE PERIMIc ER AREAS�Wu�ENRFa'CE R T' REMOVE EROSION CONTROLS AFTER AREAS ARE STABILIZED. 'Ti EE 2 2 II -3"pliXN`7 Roakl 5"T chick(typical) o AS SHOWN ON THE SITE PIANO Exisiing Pavement � - \ Rou F .. 1-21NCH DIA.WASHED, CRUSHED STONE ml �y;,y\ \�'\�"F WHERE SPECiFlED \ I 4 OZ.NOI�WJOMEN FILTER FABRIC 8 "= ARD '�` -Replace/Scarify as REGHARGER 100HD ` F_AROUND STONE.TOP AND SIDES I scary fo keep ores PAVEMENT 95%COMPACTED FILL MANDATORY. PEOP C _ D z1 In ctuncl onln9 oNer HEAVY DUTY GHAMBER� \ ` rOR LAWN ' PROPOSEDDRAM `) ANTI TRACKING APRON � io /n m Mrs J � r D C HA4(aitL H h eaaoc _ O 0.no ME E DRIVEN oN SIDE OF n '.1&,e") uRM oordNSLOPE �NR a5" / ', If s� ,N ,,,� Y �� ���a � �� S "o� J — ° PRICED a OF PI y aRc vANuo � I GRADE(s vERncAL.2 HDR¢oNTAL) L/ � a//�/T�/ �0:�: T� GULTEC NO.20L POLYETHYLENE LINER nKL n wn TO V PEACE BENEATH I3 5" Sow-.-- HVLV UTILIFEED CONNECTORS v ) WHEN UTILIZING INTERNAL MANIFOLD Aom TALI DESIGN ENGINEER RESPONSIBLE FOR (qq-�k al raeo Q II 6"RR'6ACKFILL TRENCH b-J �i ENSURING THE SUB-GRADE SOILSBEARING 1—UFN CAPACITY OF SVB-GRADE SOILS(TVP.) THIS SE T OF APPROVED —m E zoa ! 11111I IIIII I AILr' N.Ts. PLANS BE T cuLTEcaaoxHDDETA1Ls5,.. � ON THE JOB SITE ExsTING SUBewwE EROSION AND SEDIMENTATION NOTES: NORTH RIDGE STREET SILT FENCE cRoss SEC-ION AOP,�AIoa STABILIZE ENTIRE 71 �� L U E pry WITH VEGETATION f ' en SLOPE OR LESS N R sABL RAt OND N SHALLE STALL KEPT B_SC EOMLEC/S SOON AS PRACTICALOL MEASURES WILL BENANTAON0 10E NSr' EA ES WF 3E IAI E ��2.21 " " 4 Comolicv T RbOSCALP: 1" 2J ROOUTHE coNA D [4: ' E L -- S VI LLOF RY_RF.00K E ROL P.A TH 5 NT MIN.SLOPE HAYBALES OR SILT FEND MIN.SLOPE\ CLUOES T E STALU IO f I. IE SUREa AS.SUILTIFINAL SURVEY NFORM N THE CONSTPuC C CECIL REAENIS pEpBIRED PRIOR TO r a.i 0 " M cI T, FINAL INSPECTION STOCKPILE AREA LAND IS TRANSEERE D ° STORNWATER SfRJCIURE MAINTENANCE — --- TS FET4 �o�y�s/�=-. N.T.S. CONTROL STRJCT F_"ILL E DISEASES MUS E INSPECTED EA SPRING AND `A� INSTALLATION NOTES o P pA' a _ Er�I' Oc O! '' 77014 TO DET�RMfNF�F IMMEDIATE GL'AN OUT S RRED 1.AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. A.0'.E 510 KP 1ES ARE H PIA-T TY SFA.,L Bt SEEDED D PREVEM ERGS ON 2.MAXIMUM SLOPE OF STOCKPILE SMALL BE 1:2, ANO CLFP.R O ALL Mup fiURINJ gL�TR.£Yn9y,,,,,Yry� cOrvT. LL KEE -I 3.UPON COMPLETION OF SOIL STOCKPILING,EACH PILE SHALL BE SURROUNDED 'HUL MPL EN.N'4TEVER MEASURES DIRE'cTEO BY wETUNR OFFICER OF CITY bF MLFORD_ WITH EITHER SILT FENCING OR HAY BALES,THEN STABILIZED WITH VEGETATION OR COVERED. 4.SEE SPECIFICATIONS(THIS SHEET)FOR INSTALLATION OF SILT FENCE. DEWATERING 4_QUREMENTS: USE HAY BALES OR SAND BAGS TO CONTROL THE MUD" PUMPED-RNA ER CONTACT ENFORCEMENT OF=ICE S BFI-ORE INSTALLATION FOR THEIR APPROVAL. E MAP, OF NE D ALO* nay x�,�a roar A a,"I•a xm,."""CONS 2 I DTI ON OFP�ATI PATIO PKE RYE O LHWAY °Q1u.r ac waa —SM� DATE REVISION No.l / ' �� �ssaCmteS < SITE PLAN AND EROSION W SeJ SENTATION PL1V c`m F• ! Docusign Envelope ID: 47943DED-B320-4232-AC00-43FD380404CC Surveyed 8,20,24 Map Drawn 8,27,24 N 22*1000 E 53.90 N 18°23100" E 47.09' NOTES: 1. THIS PLAT WAS PREPARED WITHOUT BENEFIT OF A TITLE REPORT AND THEREFORE DOES NOT NECESSARILY INDICATE ALL ENCUMBRANCES UPON THE PROPERTY, AND THIS IS SUBJECT TO ALL RESERVATIONS, RESTRICTIONS, EASEMENTS AND AGREEMENTS OF RECORD TO THE EXTENT THAT THEY LAWFULLY APPLY TO THE PROPERTY. 2. THIS PLAT IS BASED ON A CURRENT FIELD SURVEY AND RESEARCH PERFORMED ON OR PRIOR TO THE DATE SHOWN ON PLAT AND IS BASED ON MONUMENTS AND EVIDENCE FOUND IN THE FIELD AND MAY NOT CONFORM TO DEEDS, DESCRIPTIONS OR PLATS OF RECORD. 3. PROPERTY CORNER MONUMENTS WERE NOT SET DURING THIS SURVEY NORTH RIDGE STREET Richard ! J, pinelli, L,S, NYS Lic, 50975 —Unauthorized additions to or alterations of this plan is a violation of Section 7209 of the N.Y.S. Education Law. A -I L DOCUMENT F NEw\ J. Sp�.j�' 50975 LA DS���