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Home My WebLink AboutBP23-156PERMIT#� SECTION BLOC TYPE OF WORK JOB LOCATION ' OWNER Q CONTRACTOR S �CLi P.S' r // c EST. COST ✓CO FOOTING FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING CI RGH PLUMBING GAS L� SPRINKLER ELECTRIC LOW -VOLT ALARM AS BUILT FINAL FEE - !� INSP / pi )ila1.jQj4C OTHER APPROVALS ARB i►? of alp QoQ 3 BOT PS _mil u4 P cy�Oa ZBA OTHER AS-BUII.T/FINAL S RU VET RECUIRED PRIOR TO FINAL INSPECTION VILLAGE OF RYE BROOK WESTCHESTPR COU Y, NEW YORK No: 25-009 Certificate of (Occupancy This is to certify that �/ Q k `_2w of, Ruta / /L having duly filed an application on �-=z 20 c-;)� requesting a Certificate of Occupancy for the premises known as, 41) �Q(�� , Rye Brook,NY, located in a tQ-J5 Zoning District and shown on the most current Tax Map as Section: / 5. Block: J—Lot: , and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No. , issued ` 20j, such authority and permission is hereby granted IF 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: IL n e" / Construction: , for the following purposes: NV �� / QLi11� Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the following: S 4e Pla n a opY6 ua l Pena lu fi 6 cya 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, r shall the building be moved from one location to another until a permit to accomplish such chang as n obta' d from Building Inspector. / l Building Inspector,Village of Rye Brook: Date: / U RECEIVED J U N 12 2023 June 8, 2023 Approved 4-0 VILLAGE CLERK'S OFFIC5 VILLAGE OF RYE BROOK PLANNING BOARD RESOLUTION GRANTING SITE PLAN APPROVAL FOR PROPERTY LOCATED AT 15 PADDOCK ROAD WHEREAS, Joseph M. Cermele, LPE, on behalf of the property owner, Frank Santorelh (the "Applicant', submitted application for approval of a Site Plan for a proposed new rear patio, rear-yard regrading, drainage installation and landscaping for the property located at 15 Paddock Road,identified as Section,Block and Lot 135.26-1-53 on the Town of Rye Tax Map,in an R-15 Zoning District (the "Property"); and WHEREAS, the Planning Board is the Approval Authority for this application pursuant to Section 209-1.A(2)(a), and Section 209-1.B(9) of the Village Code; and WHEREAS, the Planning Board reviewed the following plans and application materials: 1.Short Environmental Assessment Form and EAF Mapper Summary Report; 2. Application for Site Plan Approval; 3. Site Plan Submittal Review Checklist; 4. Exterior Building Permit Application; 5. Building Permit Checklist& Zoning Analysis; 6. The following set of plans generally entitled, "Santorelli Residence" prepared by Kellard Sessions Engineering, dated 3/29/23: a. Sheet 1 of 1, "Existing Conditions and Removals Plan;" b. Sheet SP-2, "Grading, Utilities, and Erosion and Sediment Control Plan;" 7. A Site Survey prepared by Big Apple Land Surveying dated 7/10/22. WHEREAS, the application is a Type II Action pursuant to 6 NYCRR 617.5(c)(12) of the State Environmental Quality Review Act (SEQRA) thereby requiring no further environmental review; and WHEREAS, a duly advertised public hearing was opened on June 8, 2023 at which time all those wishing to be heard on the Application were given such opportunity, and the public hearing was closed on June 8, 2023; and WHEREAS, the Planning Board, Village Planning Consultant, and Village staff have reviewed all application materials and made recommendations regarding grading,landscaping, and stormwater management; and -1- WHEREAS, the Planning Board has considered the Site Plan Review Standards as set forth in Chapter 209 of the Village Code and is familiar with the site and all aspects of the project. NOW, THEREFORE, BE IT RESOLVED, that the Village of Rye Brook Planning Board hereby approves the Site Plan for the installation of a proposed new rear patio, rear-yard regrading, drainage installation and landscaping for the property located at 15 Paddock Road, upon the following conditions: 1. The Applicant shall submit a Construction Management Plan to the satisfaction of the Village Building Inspector and Superintendent of Public Works/Village Engineer. BE IT FURTHER RESOLVED, that no permits shall be issued until the Applicant has paid to the Village all applicable fees and professional review fees incurred in connection with review of this Application. BE IT FURTHER RESOLVED, during construction, the Village Building Inspector or Superintendent of Public Works/Village Engineer may authorize, upon the written request of the applicant, minor changes to the approved site plan. Such minor modifications shall be consistent with the design and intent of the approved site plan. The architect or engineer of record shall submit the approved change(s) on a set of as-built plans, which plans shall be maintained in the permanent file of the Building Department.All changes to the site plan, other than minor changes described herein, shall require approval of a site plan amendment by the Planning Board. BE IT FURTHER RESOLVED, all construction shall be performed in accordance with all approved plans and land use approvals, any approved amendments thereto and field changes authorized and approved by the Building Inspector, the Superintendent of Public Works/ Village Engineer, or their designee, in writing. Any applicant who violates this Resolution may be issued a stop work order and summons in accordance with the provisions of Chapter 91 of the Code of the Village of Rye Brook. On motion by Ms. Schoen, seconded by Mr. Richman, Superintendent of Public Works/Village Engineer, called the roll: MR. GRZAN Voting Excused MR. KROM Voting Excused MR. MENDELSOHN Voting Ays MR. RETTNER Voting Excused MR. RICHMAN Voting Aye MS. SCHOEN Voting An CHAIRMAN GOODMAN Voting Aye -2- BUILDIN � EARTMENT For office use on1 : PERMIT# Z�j-� s(0 DEC - 2 2024 VILLAGE OF RYE BROOK ISSUED: 938 KING STREET,RYE BROOK,NEW YORK 10573 DATE: (914)939-0668 FEE: PAIDJ( www.ryebrook.org APPLICATION FOR CERTIFICATE OF OCCUPANCY, CERTIFICATE OF COMPLIANCE, AND CERTIFICATION OF FINAL COSTS TO BE SUBMITTED ONLY UPON COMPLETION OF ALL WORK, AND PRIOR TO THE FINAL INSPECTION *s*ssssstttss***ssssrsasssstsss**ssssstssstss*t+ss*r*****ssssrsstrr***ss*ss*ss*ssssssssssssstst*tr*ssss*s**ssssssssssssssstts Address: ipcd Y j 0j�� Occupancy/Use: =;" Parcel ID#: 135— 2�p — S 3 !/1�� n Zone: �— 3 Owner: tioL II��({ Address: I S Al&iet /144 Ayeg �(f�,3 P.E./R.A. or Contractor: Ly2S � (r�S Ill_ Address: Person in responsible charge: eN-)K j%AZXy Address: � - P Application is hereby made and submitted to the Building Inspector of the Village of Rye Brook for the issuance of a Certificate of Occupancy/Certificate of Compliance for the structure/construction/alteration herein mentioned in accordance with law: STATE OF NEW YORK,COUNTY OF WESTCHESTER as: n / Sa [ (� being duly sworn,deposes and says that he/she resides at (Print Name of Applicant) (No.and Stieey .e in Ru (J cn0. I in the County of �� in the State of ,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:$ P, O O O for the construction or alteration of ��` ` �� tit) IJ 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 2 Sworn to before me this 2- day of �,� �"^� � , 20 aotaRP�C Lam�Y• day of �`-� , 20 -4 Wo. Itae�42 Qualfled In We3tci Crmmtnakr Fxplms Feb*�S �gen to of Prope Own n licant V (�' 47n,11k, '5q-�&k-N Print Name of Pro Owner I int NNam,a off Applicant ✓V V C Notary Public Notary Public �yE BRC�k � 1982 BUILDING DEPARTMENT DilUILDING INSPECTOR t 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 - - - - - - - - -- -- - - - - oZS ADDRESS :_ DATE: , PERMIT# � ISSUED: (� 1 SECT: ' BLOCK: 1 LOT: LOCATION: `e 1 (� n� { OCCUPANCY: ❑ VIOLATION NOT 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 ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER BR(�� Village of Rye Brook Public Works and Engineering Department J �O� 938 KING STREET•RYE BROOK,NY 10573 1932, (914)939-0753 FAX(914)939-0242 INSPECTION REPORT Address: Date: y Name: � /L 'C� ! Location: �� Permit#: Phone: Email: Work being Inspected: Work Inspected is: epte Rejected Re-Inspection Required Violation Noted Code Section Code Section: Action Taken Code Section: Action Taken 118 Erosion Sediment Pass Fail Violation 210 Storm Water Pass Fail Violation 135 Refuse Pass Fail Violation 215 Street Sidewalk Pass Fail Violation 213 Steep Slopes Pass Fail Violation 235 Trees Pass Fail Violation 216 Illicit Discharge Pass Fail Violation 245 Wetlands Pass Fail Violation Other: Pass Fail Violation Notes: Diagram: Signature BR � Village of Rye Brook ° tim Public Works and Engineering Department ajJ °r 938 KING STREET•RYE BROOK,NY 10573 1982 ,-� (914)939-0753 FAx(914)939-0242 INSPECTION REPORT Address: �% /v �%` Date: �f /y/ems Name: �/y 'l/ ///9/1_ + Location: /�"///L �X/ loop/ Permit#: Phone: //L` Email: Work being Inspected: W/A�g/_- Work Inspected is: ept Rejected Re-Inspection Required Violation Noted Code Section Code Section: Action Taken Code Section: Action Taken 118 Erosion Sediment Pass Fail Violation 210 Storm Water Vass Fail Violation 135 Refuse Pass Fail Violation 215 Street Sidewalk Pass Fail Violation 213 Steep Slopes Pass Fail Violation 235 Trees Pass Fail Violation 216 Illicit Discharge Pass Fail Violation 245 Wetlands Pass Fail Violation Other: Pass Fail Violation Notes: ,mod Diagram: Signature �O • s /C�V, 11 � ` 'y 1+1 M cn a as -- W • 00 S y H V7 Ci! a j--t z p o - a Z w • 0-4 V vi y ern wLn W aA �T� O � � � � O E � � 0 C Cl" v V3 CA La M O a.. 'L1 M b 10, r^, Z o ~ A c - " Q da4y� � � �S C V @ J u o 2 � W ►+1 M� z p C Ln ob w OLn � .� h•r•! W � z p A O A v g v q P4 O C oMo Pr F1 G1 F+� w en � a tt W � 7"' o eau cc 1 , a ew• o ° - � � y b • H Q, O U A O ] to • tz 94 04 cr (� w1-0 x 4 .w H y , t ZO tj w w4-4 �,,,' caOP z V w 0 0 0 . QR �0. V V �" O V 67 y � ~ zW � a z o a ;, .N j—i J % �W 1-4 z W C7 O d a s � C'J2 w •• a Q w w � � a �� o, v °QUA � � .lub Bum =�� ENT DECEWED VIL E OF RYE, OK 938 KING I T RYE BR: ,NY 10573 MAR 3 0 2023 / Tag VILLAGE OF RYE BROOK BUILDING DEPARTMENT FOR OFFICE USE ONLY: / l Approval Date: UN 3 P it# 7 Application# AQ& )3 Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: f : Date: Lli 2 BOT Approval Date: Case# : Chairman: PB Approval Date: Case# 3-OO _ : Secretary ZBA Approval Date: Case# Other: Application Fee: 5 Permit Fees: EXTERIOR BUILDING PERMIT APPLICATION Application dated: 3/30/2023 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: 15 Paddock Road,Rye Brook,NY 10573 2. ParcellD#: 135.26/l/53 Zone: R-15 3. Proposed Improvement(Describe in detail): Regrading of rear yard,installation of drainage improvements,and tree plantings;construction of a new 400 s.f.patio. 4. Property Owner: Frank Santorelli Address: 15 Paddock Road Phone# 914-500-5631 Cell# e-mail frank623@gmail.com List All Other Properties Owned in Rye Brook: None Applicant:_ Joseph M.Cermele P.E. CFM Address: 500 Main Street,Armonk,NY 10504 Phone# 914-273-2323 Cell# e-mail jeermelenakelses.com Architect: Address: Phone# Cell# e-mail Engineer: Joseph M.Cermele,P.E.,CFM Address: 500 Main Street,Armonk,NY 10504 Phone# 914-273-2323 Cell# e-mail jcermele@kelses.com c General Contractor: Q / I l�s �Q� SC Q /n �164{ G i1k Address: nI/ 9 a,—e Pii'1 t(e P.S So,//I AJ y /O t90 Phone# //�.3d0 0.�� Cell `7# 9� —�3 — 0-*50 e-mail (1) 8/12/2021 5. Occupancy;(1-Fam.,2-Fam.,Commercial.,etc...)Pre-construction: one(1)family Post-construction: one(1)family 6. Area of lot: Square feet: +/-25,415 Acres: 0.58 7. Dimensions from proposed building or structure to lot lines: front yard: 41.18 rear yard: 75.47 right side yard: 40.02 left side yard: 52.29 other: 8. If building is located on a corner lot,which street does it front on: N/A Existing,no change 9. Area of proposed building in square feet: Basement: I,,fl: 2"dfl: 31d fl: 10. Total Square Footage of the proposed new construction: 400 s.f,patio (net increase 336 s.£) 11. For additions,total square footage added:Basement: N/A 11 fl: 2°d fl: 3`a fl: 12. Total Square Footage of the proposed renovation to the existing structure: N/A 13. N.Y.State Construction Classification: Existing,no change N.Y.State Use Classification: 14. Number of stories: Existing, no change Overall Height: Median Height: 15. Basement to be full,or partial: Existing, no change , finished or unfinished: 16. What material is the exterior finish: Existing,no change 17. Roof style;peaked,hip,mansard,shed,etc: Existing,no change Roofing material: 18. What system of heating: Existing, no change 19. If private sewage disposal is necessary,approval by the Westchester County Health Department must be submitted with this application. N/A 20. Will the proposed project require the installation of a new,or an extension/modification to an existing automatic fire suppression system?(Fire Sprinkler,ANSL System,FM-200 System,Type I Hood,etc...) Yes; No: X (i(yes,applicant must submit a separate Automatic Fire Suppression System Permit application&2 sets of detailed engineered plans) 21. Will the proposed project disturb 400 sq.ft.or more of land,or create 400 sq.ft.or more of impervious coverage requiring a Stormwater Management Control Permit as per§217 of Village Code? Yes: X No: Area:9,821 s.f.of disturbance 22. Will the proposed project require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes: X No: (fyes,applicant must submit a Site Plan Application,&provide detailed drawings) 23. Will the proposed project require a Steep Slopes Permit as per§213 of Village Code Yes: No: X (ifyes,you must submit a Site Plan Application,&provide a detailed topographical survey) 24. Is the lot located within 100 ft,of a Wetland as per§245 of Village Code? Yes: No: X (f yes, the area of wetland and the wetland buffer zone must be properly depicted on the survey&site plan) 25. Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9/28/07? Yes: No: X (f yes, the area and elevations of the flood plane must be properly depicted on the survey&site plan) 26. Will the proposed project require a Tree Removal Permit as per§235 of Village Code? Yes: No: X (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: X Indicate: TIER I: TIER II: TIER III: (rf yes,a Home Occupation Permit Application is required) 28. List all zoning variances granted or denied for the subject property: None 29. What is the total estimated cost of construction: I /� �✓C✓�'� _ Note:The estimated cost shall include all site improvements,labor,material,scaffolding,fixed ss, including any material and labor which may be donated gratis.If the final cost exceeds the estimated cost,an additional fee will be requiredprior to issuance of the CIO. 30. Estimated date of completion: June 30 2023 (2) 8n 2no21 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 RESIDENTIAL LOT AREA COVERAGE Address:15 Paddock Rd, Rye Brook,IVY Section: 135.26 Block: 1 Lot: 53 10573 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% V 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% 5% 3.5% Existing: Proposed: 1. AREA OF LOT 25,415 Sq. Ft. 25,415 Sq. Ft. 2. AREA OF HOUSE a. Coverage of Main Building (Including Attached Garage or Accessory Building) 1,884.16 Sq. Ft. 1,884.16 Sq. Ft. b. Area of 1 s°Floor Divided By Area of Lot x 100 7•4 % 7.4 % 3. AREA OF ACCESSORY BUILDING (includes Detached Garages, Tool Shed, Playhouses) 113.1 Sq. Ft. 113.1 Sq. Ft. a. Coverage of Accessory Building Area of Accessory Building Divided By Area of Lot x 100 0.45 % 0.45 % 4. AREA OF DECK 172.67 Sq. Ft. 172.67 Sq. Ft. a. Coverage of Deck Area of Deck Divided By Area of Lot x 100 0.68 % 0.68 % 1 attes to the best of my knowledge and belief,the above infonnation is correct. ignature t✓ G '�' (3) 8/12/2021 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KiNo STREET RYE BROOK,NY 10573 (914) 939-0668 IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address:15 Paddock Rd,Rye Brook,NY Section: 135.26 Block: 1 Lot: 53 Zone: R-15 10573 IMPERVIOUS SURFACES (Definition): All buildings, as defined herein, and all areas on the ground or elevated above the ground which are comprised of materials through which water cannot readily flow, including, but not limited to asphalt, concrete, masonry, wood, gravel and clay, and which consist of elements including, but not limited to, court yards,sports courts,swimming pools, patios, sidewalks, ramps,terraces and driveways. TOTAL MAXIMUM PERMITTED MAX. PERMITTED COVERAGE Zoning IMPERVIOUS LOT AREA BY IMPERVIOUS SURFACES District COVERAGE IN FRONT (sq.ft.) For Base Lot For Lot Area YARD(0/a) Area(sq.ft.)* Over Base R-35 15 Lot Area % R-25 20 0 to 4,000 0 55 R-20 30 4,001 to 6,000 2,200 35 6,001 to 12,000 2,900 27 R-15 35 12,001 to 16,000 4,520 26 R-15A 35 16,001 to 20,000 5,560 25 R-12 40 20,001 to 30,000 6,560 24 30,001 to 40,000 8,960 23 R-10 45 40,001 & larger 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: 25,415 sq.ft. Existing Allowed Proposed `19 1 --s Total impervious coverage_= 5,009 Sq.ft. -" . ft. 5,345 S .ft. Front impervious coverage = 12.8 % 35 % 12.8 I attest to the best of my knowledge and belief,the above information is correct. ignature E (4) S/12/2021 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 BULK REGULATIONS IN RESIDENTIAL DISTRICTS Add ress:15 Paddock Rd, Rye Brook, NY Section: 135.26 Block: 1 Lot: 53 10573 MAXIMUM GROSS FLOOR AREA USE FORMULA: Maximum Gross Floor Area = 4,000 + [(Lot Area—21,780) x 0.11478421 ]: a. Allowed = Sq. Feet b. Existing = Sq. Feet Existing-No Change 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 I 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 EXIS77NG PROPOSED BEAU/RED FRONT: FRONT: FRONT: .44 #7-35 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 /FLf5 SIDE: SIDE: SIDE: 1.60 Existing-No Change FRONT: FRONT: FRONT: .80 R-15A SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .69 IR f2 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 R-10 SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .96 0--7 SIDE: SIDE: SIDE: 3.00 FRONT: FRONT: FRONT: 1.20 IFS SIDE: SIDE: SIDE: 4.00 FRONT: FRONT: FRONT: 1.20 AF_2F SIDE: SIDE: SIDE: 4.00 a o t e best of y wledge and belief, the above information is correct. gnature (5) 8/12/202I BUICETT MENT R VIL OOK MAR 3 0 2023 938 KINGR ,NY 10573-c-�, VILLAGE. OF RYE BROOK BUILDING DEI,ARTMENT AFFIDAVIT OF COMPLIANCE VILLAGE CODE §216 - STORM SEWERS AND SANITARY_SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT . STATE OF NEW YORK, COUNTY OF WESTCHESTER ) as: Frank Santorelli , residing at, 15 Paddock Road,Rye Brook,NY 10504 (Print name) (Address where you live) being duly sworn, deposes and states that(s)he is the applicant above named, and further states that(s)he is the legal owner of the property to which this Affidavit of Compliance pertains at; 15 Paddock Road Rye Brook,NY. (Jon 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. (Si nature rProp rty O� errs)) Frank Santorelli (Print Name of Property Owner(s)) Sworn to before me this 30 4k day of MAke14 , 20 Z 3 (Notary P iC) VINCENZO FEDERICI Notary Public,state of NewYctk No.01FE6392056 (G) Qualifi©d in Dutchess County Commission Expires May 20.20� 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 must also include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void, and will be returned to the applicant. Please note that application fees are non-refundable. STATE OF NEW YORK,COUNTY OF WESTCBESTER ) as: Joseph M. Cermele,P.E.,CFM ,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 Engineer 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. fr Sworn to before me this 7J �� Sworn to before me this 3o day of 1#,*Ae/J , 20 Z 3 day of MUCH , 2023 Sig tore of Property O r f Applicant Frank Santorelli Joseph M. Cermele,P.E., Print Name of Property Owner Print Name of Applicant Notary Puhf Notary Publi VINCENZO FEDERICI VINCENZO FEDERICI Notary Public,State of New York No"Public,State of New York No.0j.FE6392056 No.01FE6392056 Qualified in D MeM Coo nt Qualified In Dutehess County Gommtsslon Expires06IAMtSelon Expires May 24,2Q 2.1 (8) S/12/2021 KELLARD John Kellard, P.E. David Sessions, RLA, AICP • Joseph M. Cermele, RE., CFM P --- - -----601�:A11 %i G REVIEW T"M REVIEW IS FOR GENERAL CADW VIA HAND DELIVERED AND PRACTICES_ THE VX1A A$SUM WO RESPONMLITY FOR CORRECTNESS OF tWAepgqI0M. DETAILS.FIELD CONDITIONS.DESIGN Pi�OfpS910iFWi OR APPLICANT June 30, 2023 f I—— NO EXCEPTION TAKF.N :: :::'tits{:;:�I�R�S NOTED Engineering Department — -- Village of Rye Brook AJMENL- AND RESt MMIT 938 King Street REJECTED _ REFER TO REMARKS Rye Brook, NY 10573 1 1 RYE BROOK ENGINEERING DEPT. Attn: Mr. Michael J. Nowak, 93A KING STREET Superintendent of Public Works and Enginee ng RYE BROOK,NY 105T3 ! PHOItiiE (914) E39-0753 FAX(91 ) 1J RE: Santorelli Residence 15 Paddock Road SATE 7 Rye Brook, New York Dear Mr. Nowak: On behalf of the applicant, Mr. Frank Santorelli, Kellard Sessions Consulting is pleased to submit, herewith, two(2)copies of the materials listed below in connection with the above-referenced project.The applicant has received a Planning Board Resolution of Approval, dated June 8, 2023, for the proposed minor regrading, drainage improvements, patio and planting in the rear yard of the residence to correct poor drainage conditions. The applicant also received Architectural Review Board Approval at its June 21, 2023 meeting. The enclosed plans and report have been provided for your review and approval: ■ Site Plan Set, prepared by Kellard Sessions Consulting,dated (last revised)June 25,2023,consisting of the following sheets: o Existing Conditions and Removals Plan 1/4 o Grading, Utilities, and Erosion and Sediment Control Plan 2/4 o Erosion and Sediment Control Notes and Details 3/4 o Site and Drainage Details 4/4 ■ Stormwater Management Report, prepared by Kellard Sessions Consulting, dated (last revised) June, 2023 ■ Village of Rye Brook Planning Board Resolution, dated June 8, 2023 CIVIL ENGINEERING I LANDSCAPE ARCHITECTURE i SITE & ENVIRONMENTAL PLANNING 500 MAIN STREET I ARMONK, NY 10504 1 T: 914.273.2323 ' F: 914.273.2329 WWW.KELSES.COM Mr. Michael J. Nowak June 30, 2023 Page 2 We trust the enclosed plans and report satisfy any conditions or revisions required for final approval. As always, please contact me with any questions or if you require further information. Very tr ly y urs, 4 Jos p M. Cermele, P.E., CFM K rd Sessions Consulting JMC/dc Enclosures cc: Frank Santorelli https://kellardsessionswnsulti.sharepoint.mm/sites/Kellard/Project Doa P/RYSANTORELLI100/KSC Correspondence/2023-06-30_RYSantorellilDO_Rye Brook Eng_Nowak_Submission Ltr.docx KELLARD John Kellard, P.E. David Sessions, RLA, AICP • M Joseph M. Cermele, P.E., CFM Jan K. Johannessen, AICP VIA HAND DELIVERED June 30, 2023 Engineering Department Village of Rye Brook 938 King Street Rye Brook, NY 10573 Attn: Mr. Michael J. Nowak, Superintendent of Public Works and Engineering RE: Santorelli Residence 15 Paddock Road Rye Brook, New York Dear Mr. Nowak: On behalf of the applicant, Mr. Frank Santorelli, Kellard Sessions Consulting is pleased to submit, herewith, two(2)copies of the materials listed below in connection with the above-referenced project.The applicant has received a Planning Board Resolution of Approval, dated June 8, 2023, for the proposed minor regrading, drainage improvements, patio and planting in the rear yard of the residence to correct poor drainage conditions. The applicant also received Architectural Review Board Approval at its June 21, 2023 meeting. The enclosed plans and report have been provided for your review and approval: • Site Plan Set, prepared by Kellard Sessions Consulting,dated (last revised)June 25, 2023,consisting of the following sheets: o Existing Conditions and Removals Plan 1/4 o Grading, Utilities, and Erosion and Sediment Control Plan 2/4 o Erosion and Sediment Control Notes and Details 3/4 o Site and Drainage Details 4/4 ■ Stormwater Management Report, prepared by Kellard Sessions Consulting, dated (last revised) June, 2023 ■ Village of Rye Brook Planning Board Resolution, dated June 8, 2023 CIVIL ENGINEERING I LANDSCAPE ARCHITECTURE I SITE & ENVIRONMENTAL PLANNING 500 MAIN STREET I ARMONK, NY 10504 1 T: 914.273.2323 1 F: 914.273.2329 WWW.KELSES.COM Mr. Michael J. Nowak June 30, 2023 Page 2 We trust the enclosed plans and report satisfy any conditions or revisions required for final approval. As always, please contact me with any questions or if you require further information. very tr ly y urs, Jos p M. Cermele, P.E., CFM K d Sessions Consulting JMC/dc Enclosures cc: Frank Santorelli https://kellardsessionsconsulti.sharepoint.wm/sites/Kellard/Project Doa P/RVSANTORELL11GO/KSC Correspondence/2023-06-30 RVSantorellil0O Rye Brook Eng_Nowak_Submission Ltr.docx RECEIVED Ju►v 12 2023 June 8, 2023 Approved 4-0 VILWE CLERK'S OFFIC5 VILLAGE OF RYE BROOK PLANNING BOARD RESOLUTION GRANTING SITE PLAN APPROVAL FOR PROPERTY LOCATED AT 15 PADDOCK ROAD WHEREAS, Joseph M. Cermele, LPE, on behalf of the property owner, Frank Santorelli (the "Applicant"), submitted application for approval of a Site Plan for a proposed new rear patio, rear-yard regrading, drainage installation and landscaping for the property located at 15 Paddock Road,identified as Section, Block and Lot 135.26-1-53 on the Town of Rye Tax Map, in an R-15 Zoning District (the "Property'; and WHEREAS, the Planning Board is the Approval Authority for this application pursuant to Section 209-1.A(2)(a), and Section 209-1.B(9) of the Village Code; and WHEREAS, the Planning Board reviewed the following plans and application materials: 1.Short Environmental Assessment Form and EAF Mapper Summary Report; 2. Application for Site Plan Approval; 3. Site Plan Submittal Review Checklist; 4. Exterior Building Permit Application; 5. Building Permit Checklist& Zoning Analysis; 6. The following set of plans generally entitled, "Santorellh Residence"prepared by Kellard Sessions Engineering, dated 3/29/23: a. Sheet 1 of 1, "Existing Conditions and Removals Plan;" b. Sheet SP-2, "Grading, Utilities, and Erosion and Sediment Control Plan;" 7. A Site Survey prepared by Big Apple Land Surveying dated 7/10/22. WHEREAS, the application is a Type II Action pursuant to 6 NYCRR 617.5(c)(12) of the State Environmental Quality Review Act (SEQRA) thereby requiring no further environmental review; and WHEREAS, a duly advertised public hearing was opened on June 8, 2023 at which time all those wishing to be heard on the Application were given such opportunity, and the public hearing was closed on June 8, 2023; and WHEREAS, the Planning Board, Village Planning Consultant, and Village staff have reviewed all application materials and made recommendations regarding grading,landscaping, and stormwater management; and -1- WHEREAS, the Planning Board has considered the Site Plan Review Standards as set forth in Chapter 209 of the Village Code and is familiar with the site and all aspects of the project. NOW, THEREFORE, BE IT RESOLVED, that the Village of Rye Brook Planning Board hereby approves the Site Plan for the installation of a proposed new rear patio, rear-yard regrading, drainage installation and landscaping for the property located at 15 Paddock Road, upon the following conditions: 1. The Applicant shall submit a Construction Management Plan to the satisfaction of the Village Building Inspector and Superintendent of Public Works/Village Engineer. BE IT FURTHER RESOLVED,that no permits shall be issued until the Applicant has paid to the Village all applicable fees and professional review fees incurred in connection with review of this Application. BE IT FURTHER RESOLVED, during construction, the Village Building Inspector or Superintendent of Public Works/Village Engineer may authorize, upon the written request of the applicant, minor changes to the approved site plan. Such minor modifications shall be consistent with the design and intent of the approved site plan. The architect or engineer of record shall submit the approved change(s) on a set of as-built plans, which plans shall be maintained in the permanent file of the Building Department.All changes to the site plan, other than minor changes described herein, shall require approval of a site plan amendment by the Planning Board. BE IT FURTHER RESOLVED, all construction shall be performed in accordance with all approved plans and land use approvals, any approved amendments thereto and field changes authorized and approved by the Building Inspector, the Superintendent of Public Works/ Village Engineer, or their designee, in writing. Any applicant who violates this Resolution may be issued a stop work order and summons in accordance with the provisions of Chapter 91 of the Code of the Village of Rye Brook. On motion by Ms. Schoen, seconded by Mr. Richman, Superintendent of Public Works/Village Engineer, called the roll: MR. GRZAN Voting Excused MR. KROM Voting Excused MR. MENDELSOHN Voting Apt MR. RETTNER Voting Excused MR. RICHMAN Voting Aye MS. SCHOEN Voting Ayg CHAIRMAN GOODMAN Voting Ayt -2- RECEIVED MAY 12 2023 VILLAGE CLERK'S OFFICE May 11, 2023 Approved 6-0 RESOLUTION SETTING A PUBLIC HEARING REGARDING SITE PLAN APPROVAL FOR 15 PADDOCK ROAD VILLAGE OF RYE BROOK PLANNING BOARD WHEREAS, the Applicant, Frank Santorelli, has submitted an application for approval of a Site Plan involving drainage improvements on the property located at 15 Paddock Road, SBL 135.26- 1-53 on the Town of Rye Tax Map, in the R-15 Zoning District; and NOW, THEREFORE, BE IT RESOLVED, the Planning Board of the Village of Rye Brook will hold a public hearing on June 8, 2023 at 6:30 p.m. in Village Hall, 938 King Street, Rye Brook, New York or in a virtual format as may be determined depending on public health concerns to consider the above-referenced application; and BE IT FURTHER RESOLVED, that the Applicant is hereby directed to comply with Section 250-40 of the Village Code regarding notification of the public hearing. On motion by Mrs. Schoen, seconded by Mr. Richman, Mr. Nowak, Superintendent of Public Works, called the roll: MR. GRZAN Voting Yes MR. KROM Voting Yes MR. MENDELSOHN Voting Yes MR. RETTNER Voting Yes MR. RICHMAN Voting Yes MRS. SCHOEN Voting Yes CHAIRMAN GOODMAN Voting Excused ,NOTICE OF PUBLIC HEARING Public Notice is hereby given for a Site Plan Application submitted to the Village of Rye Brook Planning Board. The matter is scheduled for a Public Hearing before the Planning Board on June 8, 2023 at 6:30 PM, at Rye Brook Village Hall, 938 King Street, Rye Brook, New York 10573 Owner: Frank Santorelli Applicant: Joseph M. Cermele, LPE Premises: 15 Paddock Road (Parcel ID# 135.26-1-53) Application: Review of a Site Plan Application for the proposed new rear patio, rear yard re-grading, drainage installation and landscaping. Plans and other materials associated with the proposed application may be reviewed and downloaded via the Public Meetings & Video link from the Rye Brook website homepage and are available for review at the Building Department. BUIL2. raol MENT D LE C E 0 v IE VIL OK MAR 19 2023 938 KING , Y 10573 VILLAGE OF RYE BROOK BUILDING DEPARTMENT FOR OFFICE USE ONLY: BOT Approval Date: PB Approval Date: BOT Disapproval Date: PB Disapproval Date: Attach Resolution Hereto: BOT[ ] PB[ LBA[ ] Chairman: SITE PLAN FEE: �:t75 DATE PAID: ENVIRONMENTAL FEE: - �FjG�D c c1 DATE PAID: /V OTHER: APPLICATION FOR SITE PLAN APPROVAL Submission of this application does not assure placement on any Planning Board Agenda.The Applicant will be notified of such placement. This application references but is not limited to the following sections of the Code of the Village of Rye Brook;§250 ZONING,§209 SITE PLAN REVIEW,§235 TREES,§107 DEMOLITION OF BUILDINGS,§224 SWIMMING POOLS,§121 EXCAVATION&TOPSOIL REMOVAL, §118 EROSION&SEDIMENT CONTROL, §213 STEEP SLOPES PROTECTION, §219 SUBDIVISION OF LAND, §250-40 NOTIFICATION REQUIREMENTS. Applicants and their Design Professionals are strongly advised to review the above mentioned code sections online at,www jyebrook.org prior to completing and/or submitting this application. APPLICATION FEE SCHEDULE: Residential Dwellings- $325.00,plus$200.00 per additional dwelling unit. Non-Residential Buildings- $475.00,plus $30.00 per parking space. Planned Unit Development-$600.00,per acre PUD Amendment- $300.00 Site Plan Amendment- $575.00 Wetlands&Watercourse- $1,150.00,permit$250.00 Consultant Review(Escrow)Fee: Minimum fee$250.00-maximum fee$2,500.00 to be determined by the Village Engineer. .Application fees are non-refundable. The applicant's Escrow Account must have a positive balance at all times prior to any Consultant,Attorney, or 1711age review. Escrow Fees and Site Plan Fees must be paid on separate checks made payable to the 1,711age of Rye Brook. 1. Site Address: 15 Paddock Road Parcel ID#: 135.26/1/53 Zone: R-15 2. Property Owner: Frank Santorelli Address: 15 Paddock Road,Rye Brook,NY 10573 E-Mail: frank623@gmail.com Tel.#: 914-500-5631 Other: 3. Applicant: Joseph M. Cermele,P.E., CFM Address: 500 Main Street,Armonk,NY 10504 E-Mail: jcermele@kelses.com Tel.#: 914-273-2323 Other: 4. Design Professional: Joseph M. Cermele, P.E., CFM Address: Same(see above) E-Mail: Same(see above) Tel.#: Same(see above) Other: 5. Designate to whom correspondence is to be sent: Joseph M. Cermele,P.E., CFM Note: If applicant is a"Contract Vendee',please attach a cop},of the contract summary with financial and confidential terms deleted. t 8/12/2021 6. Street which property abuts: Paddock Road 7. Does property connect directly into State or County highway? N NO ( )YES: 8. Is site within 500 feet of Village Boundary?W NO ( )YES If yes note all bordering municipalities: 9. Total area of site: +/-25,415 s.f. Area of site activity: 9,821 s.f. 10. Site coverage: 20.6 %; Building coverage: 8.2 11. Existing building size: 2,078 s.f. New/additional building size: 336 s.f. (patio) 12. Existing parking spaces: >2 New parking spaces: No change 13. Nature of proposed activity: RePrade rear yard, install drainage improvements and plant trees. Please note that this application must include the notarized signature(s) of the legal owner(s) of the above-mentioned property, in the space provided below. Any application not bearing the legal property owner's notarized signature(s) shall be deemed null and void, and will be returned to the applicant. n****��*xxYxx:xxxxxxxxxxxx>x*xx�x****�xxxx*xxxxxx*xx*xx******x**,��*xxxxxxxxYxxxxx..Yx>x: xx*xxxYrxr,:x,:xxxxxx: TATE OF NEW Y RK,COUNTY OF WESTCHESTER ) as: l ,being duly sworn,deposes and states that he/she is the applicant above named, print nay a 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 1✓"6411_LG1W1Z_ for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this 12 8 -04 Sworn to before me this e7 8 fA day of LCf{ , 200? day of A4Ld rt , 20 a 3 Nota i No Sign of Pro r O er Signa e of Applicant rank Santorelli Joe M. Cermele P.E. CFM Print Name of Property Owner Print ame of Applicant VINCENZO FEDERICI VINCENZO FEDERICI Notary Public,state of New York Notary Public,state of New Y No.01FE6392056 No.01FE6392056 Qualified in Dutchess County Qualified in Dutchess County Commission Expires May 20,20'a Commission Expires May 20,20pi z an 2/2021 E BR VILL%t4,Rye Y OOK 938 King Sroo .Y. 10573 07 SITE PLAN SUBMITTAL REVIEW CHECKLIST This form shall serve as a checklist for site plan submittal and review by the Village of Rye Brook. The use of this plan review checklist by the applicant is to ensure compliance with the technical provisions of§209 of the Code of the Village of Rye Brook entitled, Site Plan Review, pertaining to preliminary and final plan preparation. The Village Code is available on the Village Website at: www.ryebrook.org_ Prior to the appearance before ANY meeting or hearing of the Planning Board,the applicant must comply with all Notification Requirements of Code Section 250-40. SITE PLAN SUBMITTAL SHALL INCLUDE: 1. APPLICATIONS. Completed and signed including correspondences. 2. CHECKLIST. Completed and signed. 3. PLANS. Signed, Sealed & Dated. Four paper (4) copies and one (1) electronic version. One (1) record set with original signatures, dates and seals shall be provided and submitted with two (2) copies that clearly indicate the signatures,dates,and seals shown on the record set. 4. FEES: All application fees and Environmental fee. A separate check for filing fee and Environmental fee. 5. Environmental Assessment Form. Form available on the NYS DEC website and mapper. 6. Electronic Copy. Complete copy of all plans and shall be submitted electronically at time of submission. 7. Notarized Affidavit of Sign Posting&Mail Notification. I, Joseph M. Cermele,P.E., CFM (Applicant's signature)have read the Notification Requirements of Code Section 250-40 and will provide notification as required. IDENTIFICATION OF APPLICANT(S): Identification of Applicant: Applicant: Joseph M. Cermele,P.E., CFM Address: 500 Main Street,Armonk,NY 10504 Tel.#: 2-914-2732323 Fax: E-Mail: jcermele@kelses.com Project Name: Santorelli Residence Project Address: 15 Paddock Road,Rye Brook,NY 10573 Current Property Owner: Frank Santorelli Address: 15 Paddock Road,Rye Brook,NY 10573 Tel.#: 914-500-5631 Fax: E-Mail: frank623(Qamail.com IDENTIFICATION OF PROPERTY: Identifying Title: Santorelli Residence Tax Designation: Section: 135.26 Block: I Lot: 53 Zoning District: R-15 Street which property abuts: Paddock Road Plan Submission Date: 3/29/2023 Site Plan Checklist Page 1 of 7 8/12/2021 Project Address /S hbccg- (-o Y N NA PLANREOUIREMENTS )0( O O 4 copies of plans prepared and signed by a registered Land Surveyor,Engineer or Architect. 3R O O One(1)electronic copy of all submitted plans and surveys. 1R O O Topographic Survey stamped by New York State Land Surveyor with license number and seal. O O Topographic survey scale of one(1)inch per twenty(20)feet or larger. O O Section, block and lot numbers of the property taken from the latest tax records along with a copy of the most recent property card on file with the Town of Rye Tax Assessor's office. O O )K Name of the proposed subdivision plan. 1( O O Name and address of the owner of record. 18( O O Name and address of the applicant. 9 O O Deed reference(s). X O O Names, addresses and signature of every Engineer, Architect, Land Surveyor or Soil Scientist whose professional seal appears on any site plan submitted to the Board. )10 O O North arrow and scale. N( O O Location map at the minimum scale of 1"equals 1,000 feet. 0 O O Area of all lots, in square feet. 0 O O Engineering notes on plans as stated in application packages. O O P( Copies of all existing and proposed deed restrictions or covenants applying to the property, including, but not limited to, covenants and agreements restricting the use and establishing future ownership and maintenance responsibilities for all private roads,recreation,and open space areas. O O R Any prior land use approvals with respect to the subject property. NO O Date the plans were first drafted. Any revision(s)made to any of the sheets first submitted are to be so noted in the revision block. The revision block is to be placed on the originals of the revised sheets. Additional paper copies are to be made& submitted for the Planning Board&Building Dept.to replace those sheets previously submitted. O O Other existing site improvements,including,but not limited to,fences,landscape or retaining walls, landscaping & screening. O O§( Location of all buildings and structures on the premises and approximate location of all neighboring buildings or structures within 100 feet of the lot line. 0 O O Fees paid to The Village of Rye Brook Building Department. O O )R Any revisions to plans shall be identified with a revision cloud and numbered revision triangle Y N NA ABUTTING PROPERTYINFORMATION IS( O O The names and addresses of all abutting property owners within 250 ft as indicated in the Municipal records. A O O Zoning and use of abutting properties noted on plans. O O 9( Shape,size,height and location of existing buildings and driveways within one hundred(100)feet of the site. IR( O O Location and description of existing easements within one hundred(100)feet of the site. O O 9( Location of existing private or public trails within one hundred(100)feet of the site. R O O Location of existing roads,scenic roads and/or driveways within two hundred(200)feet of the site. O O )R Location of proposed parkland.If none state nearest recreation facility Pine Ridge Park O O )[ Location of existing septic system leach fields within two hundred(200)feet of the site. O O Locations,dimensions,grades and flow direction of existing sewers,culverts,waterlines as well as other underground utilities within and adjacent to the property. Site Plan Checklist Page 2 of 7 8/12/2021 Project Address !S 1-.WADec.- O O 0 The location of all existing watercourses,intermittent streams,wetland areas and springs,consistent with the definitions set forth in Chapter 245,Wetlands and Watercourses,of the Code of the Village of Rye Brook. Y N NA PROPOSED SITE PLANINFORMATION R O O Sufficient, acceptable information to readily determine the location, bearing, and length of every street line, lot line, and property boundary line. 0 O O Location of all building setback lines. R O O Topographic data at a minimum contour interval of 2'-0"increments,showing existing and proposed contours on the property and extending a minimum of 25 feet into all adjacent properties. 3000 The location and characteristics of the different areas of vegetation, including the identification of all individual trees 12 or more inches in diameter at breast height("DBH"),protected trees of any size, as well as stands of trees and wooded areas, within areas of proposed disturbance, consistent with the provisions of Chapter 235, Trees, of the Code of the Village of Rye Brook. )B! O O Location and proposed development of all buffer areas,including existing vegetative cover. 000 Location and description of any zoning district and municipal boundaries including a zoning compliance chart for the existing and proposed lots. R O O Shape,size,height and location of all existing and proposed buildings. H O O Location and description of any existing and proposed easements. R O O Location and dimensions of all existing and proposed streets,driveways,sidewalks,parking spaces,bicycle parking, loading areas and other facilities associated with the proposed use. O O 0 Identification of the location and amount of building area proposed for retail sales or similar commercial activity. 0 O O Location of existing and proposed utilities(water,sewer,gas,electrical,telephone,oil tank etc.). O O R Design and location of all existing and proposed wells, septic tanks and leach field systems,or methods of waste water disposal. ¢j O O Location,type and size of all existing and proposed landscaping and screening including fences and walls. O O H Location,size and proposed screening of outdoor storage areas,if any. IR O O Location, design and construction material of all existing or proposed site improvements, including drains, culverts, retaining walls,landscape walls and fences. O O OK Exterior lighting plan and proposed signs to be located on site, including sign orientation,size,height,and elevation view. 1$ O O Storm drainage plan and plans for snow removal and storage. O O R Pedestrian and automobile circulation plan. O O (( Construction drawings for pavements,walks,steps,curbing,drainage&other structures associated with the proposed use. R O O Erosion and sedimentation control plan, including installation details of proposed control measures,directive construction notations and a schedule for the installation and maintenance of proposed control measure. R O O Description of measures planned to assure proper erosion and sedimentation control in accordance with the requirements of Chapter 118 entitled"Erosion and Sediment Control,"of the Code of the Village of Rye Brook. R O O Drawing and computation for storm water detention design for a 25-year storm in accordance with the Westchester County Best Management Practices O O R Rock outcroppings and areas of steep slope consistent with the definitions set forth in Chapter 213, Steep Slope Protection, of the Code of the Village of Rye Brook. O O R Location of any common lands and/or public lands. O O 0 Phasing or an estimated project construction schedule. O O R Supporting documents, including deeds,maintenance,condominium agreements,etc. Site Plan Checklist Page 3 of 7 8/12/2021 Project Address /S / DA a - a H O O Location of proposed construction or area of disturbance and its relationship to any property line, easement, building, structure, road, wall, fence, sewage disposal system, well, wetland feature or tree exceeding six inches in diameter measured at a height of four feet from the ground 0( O O Estimate of earthwork showing the quantity of any material to be imported to and/or removed from the site including a chart with the number/species and size of any trees to be removed. 9 O O Location and size of areas of soils by soil types in the area of proposed disturbance and to a distance of 100 feet surrounding the area of disturbance. O O N Cross sections of steep slope areas. O O 0 Retaining walls or like constructions,with details of construction. O O 0 Approximate boundaries of any areas subject to flooding or stormwater overflows, including areas of special flood hazard and coastal high-hazard areas, consistent with the definitions set forth in Chapter 130, Flood Damage Prevention, of the Code of the Village of Rye Brook.Approximate Wetlands and wetland buffer boundaries shall be clearly delineated. O O H Location of fire and other emergency zones,including the location of fire hydrants. O O 0 Studies to include,but not necessarily limited to: environmental impact analysis,wildlife,traffic,stormwater management,recreation,public service,fiscal impact,visual impact and historic significance documentation,or a written request to waive the submission requirements for these studies. O O 14 Amount of any bonds required. O O 'JR Amount of excavated material to be removed from site, if any. Y N NA OTHER (as applicable) O O R Record of application for and approval status of all necessary permits from state and county officials and local utility companies. O O R Identification of any federal,state or county permits required for the projects execution,including project referrals, if any,&environmental review procedures mandated by Article 8,Environmental Quality Review,of the Environmental Conservation Law(SEQRA). 3@ O O Any other information felt necessary by the Planning Board to allow the Board to proceed with consideration&to make an informed decision. DEVELOPMENT REVIEW CHECKLIST WESTCHESTER COUNTY PLANNING BOARD Notice to Applicants/Developers: At some point during the development review process your project may be referred to the Westchester County Planning Board for review and comment in accordance with state and county laws that require local planning boards, zoning boards of appeals and governing bodies to refer certain development applications to the County Planning Board. Referral to the County Planning Board may not occur until your project has progressed well along through the design process. Since the Planning Board's comments may impact project design,this checklist is provided to encourage early consideration of these areas of concern by applicants to avoid project changes later. For information on the County Planning Board review process and to access an electronic copy of this checklist, go online to www.westchestergov.com/planningreferrals or contact Lukas Herbert at lah5@westchestergov.com. I.COUNTY PLANNING BOARD POLICIES: Written policies underlie all recommendations of the County Planning Board. Westchester 2025-Context for County and Municipal Planning and Policies to Guide County Planning,adopted by the County Planning Board on 5/6/08,amended 115110,can be found at ww.westchestergov.com/2025. 04estchester 2025:Policies should be reviewed to determine how they relate to the development proposal. U.EWPACTS TO COUNTY FACILITIES AND SERVICES: The County Planning Board coordinates the review of development projects with Westchester County departments to identify and address potential impacts on County services and infrastructure.In some situations,permits and approvals may be required that could change project design. Site Plan Checklist Page 4 of 7 8/12/2021 �� Project Address S ��.! oDcG/` a p 1a Map of County Facilities: Review the State & County Roads and Parks map (which also includes county channel lines) to identify proximity to County facilities at: www.westchestergov.com/planningdoes/pdfmaps/countystateroadsparks.pdf. Other useful map links for information about environmental features, septic/sewer map, county sewer districts map, etc can be found at: www.westchestergov.com/maps P_V C] COUNTY ROAD: Applications for development on sites that abut a County road must be submitted for review by the County Department of Public Works. Information and forms can be found at: www.westchestergov.com/dpw/bldgperm.htm. Former County Roads do not need review by the Department of Public Works,but will still likely trigger a review by the County Planning Board. o-11,42 COUNTY CHANNEL LINES: Applications for development on sites within 100 feet of a designated County Channel Line require a stream control permit from the County Department of Public Works. Information and forms can be found at: www.westchestergov.com/dpw/bldgperm.htm .4f I' COUNTY PARK: New construction& land alteration projects adjacent to County parks are expected to address screening& buffer of new uses from the park, as appropriate. Stormwater should not drain from a developed site onto a County park without acceptable quantity and quality controls.County parks are designated as Critical Environmental Areas. 141JO SEWAGE TREATMENT AT COUNTY TREATMENT PLANT: Local municipalities are required to reduce and eliminate inflow and infiltration(I&I)into the sanitary sewage systems tributary to County treatment plants.New development will be expected to reduce I&I in relation to generation of new flow at a ratio of three to one. This requirement must be discussed with local officials. rJ f i OBEE-LINE BUS SERVICE: Bee-Line bus stops serving a development site should be identified on plans or noted if located off-site. If a bus stop is located along the site's frontage, the applicant should contact the County Department of Transportation to discuss impacts and the need for improvements. Safe and separate pedestrian access should be provided to link a bus stop and sidewalk with building entrances. Information on County bus service and design guidelines can be found at: westchestergov.com/transportation/images/Bus%20Service%2OGu idel ines.pdf iJ A'AIR AND AFFORDABLE HOUSING: Many municipalities require inclusion of fair & affordable units in new developments. Financial assistance to achieve fair & affordable housing development is available through Westchester County & other sources. Applications that include new residential units to be affirmatively marketed & sold or rented subject to fair& affordable housing provisions should be tied to Westchester County guidelines on affordability including income guidelines of eligible households that can be found at: http://homes.westchestergov.com/. If County funding is sought to develop fair & affordable housing,the County Board of Legislators must be included as an involved agency under SEQR. ►-J/&RECYCLING: New buildings must contain a designated area of sufficient size for separation and storage of recyclables and trash. Building expansions should also include sufficient space for separation and storage of recyclables. For more information about County recycling requirements go to:www.westchestergov.com/environment_yecycling.htm pJ f A 0 STORM SEWER SYSTEM: Any connections to a County storm sewer line will require a permit from the Department of Public Works in accordance with the County Illicit Discharge Detection and Elimination (IDDE) law. Information & forms can be found at:www.westchestergov.com/dpw/bldgperm.htm Non-stormwater discharges to the County storm sewer system are prohibited. III.DEVELOPMENT STANDARDS The County Planning Board's land use policies focus attention on several aspects of development that may have intermunicipal and quality of life impacts.The list below includes areas most frequently commented on by the County Planning Board. vZfWATER: All development plans should include sufficient provisions for stormwater management, water quality measures and mitigation of flooding. Zplans should identify the major drainage basin or watershed the site is located in (Croton River, Upper Hudson River, Lower Hudson, Upper Long Island Sound, Bronx River and Lower Long Island Sound). An interactive map with watershed boundaries can be found at www.westchestergov.com/planning/maps&lists/drainbasins I I x 17.html Watershed plans have been developed for several of the County's watersheds - the Croton, Indian Brook-Croton Gorge, Bronx River & Long Island Sound watersheds - that include specific recommendations that apply to development projects. See recommendations in watershed plans at: planning.westchestergov.com/index.php?option=com_content&task=view&id= 1231& Itemid=2204 Site Plan Checklist Page 5 of 7 8/12/2021 Project Address r'FJA IN r4 A Development that involves filling, creation of impervious surfaces or buildings and substantive loss of natural vegetation in a floodplain or flood prone area should be avoided. O'14CAbove ground,vegetated retention/detention basins or devices are preferred because they perform better, are easier to inspect and maintain and provide additional environmental benefits over subsurface structural devices. Any such treatments should not be constructed within wetlands or buffer areas around wetlands. 'LJ The development should treat and retain as much stormwater on-site as possible,particularly when the site is located in a drainage basin with known flooding problems. A Construction Stormwater Toolbox with tools and sources of technical information related to the construction activities and stormwater management best practices is available from the New York State Department of Environmental Conservation at:www.dec.ny.gov/chemical/8694.html #JpNew development should include protection of aquatic resources. For more information about protection of aquatic resourc-es & buffer areas,go to:planning.westchestergov.com/index.php?option=com_content&task=view&id=1491&Itemid=2458 0 mpervious cover should be minimized. Permeable paving surfaces should be used where feasible. Vegetative rain gardens should be used,particularly in areas of overland or channelized stormwater flow, to improve stormwater quality and reduce runoff volume. For more information,go to: www.westchestergov.com/stonnwater �.l ICBuildings along coastlines and low lying area should consider the impacts of sea level rise. Specific consideration is required of potential impacts to surface and subsurface drinking water supplies. SITE LAYOUT.Aesthetic design,building orientation and community character should be considered in the site layout and building appearance. L7In most locations,buildings should face the street and have pedestrian access from the street. #ACommercial buildings should be located near the front street line with the majority of parking located in the rear of the building. Even gas stations and convenience stores should be upfront in a landscaped setting with parking,pumps and canopy toward the rear. Buildings should be of pedestrian-scale when seen from the sidewalk. Building facades should contribute to and enhance the character of the community. 4riveway and pathway connections should be provided to adjacent sites when possible and crosseasements provided. STREETS. Street design should reduce unwarranted paving and promote connectivity. ❑New streets should connect with adjacent streets wherever feasible to prevent the proliferation of dead-end streets and promote neighborhood integration. El Connections could be vehicular or pedestrian/bicycle only,where appropriate. ❑Street widths should be minimized for streets with low traffic volume to reduce speeds and impervious surfaces.Lane widths of 12 feet are only appropriate for major roadways. ❑Driveway widths should be no more than 9 feet to reduce impervious surfaces. ❑Permeable paving surfaces should be used where feasible. GREEN TECHNOLOGY.New development should include as many green building elements as possible,such as:renewable building materials,energy efficient heating/cooling systems and fixtures,water saving devices,green roofs and permeable paving surfaces.Information can be obtained from the U.S. Green Building Council at: www.usgbc.org. fJ LANDSCAPING AND LIGHTING.The site improvements should enhance community character. Site Plan Checklist Page 6 of 7 8/12/2021 Project Address LrJ Landscaping should consist of native plant species appropriate for the location.Invasive plant species should be prohibited. Invasive plant information available at: www.westchestergov.com/planning/environmental/Reports/InvasivePlantsBrochO8.pdf ! Pollutant tolerant plantings should effectively shield parking,loading areas and refuse collection sites. ►� Site lighting should be provided at the lowest safe levels and lowest heights,avoiding all spillage off site. o10 PEDESTRIANS. Safe,convenient and ADA accessible pedestrian access is provided. ❑ A sidewalk should be provided along the site frontage along each street. ❑ Direct pedestrian connections should be made from the front of the building to the sidewalk.Pedestrian crossings of drive-ways& parking lots should be minimized or avoided.If they must be provided,painted crosswalks should be provided through parking lots. ❑ ADA accessibility must be provided. l j� BICYCLISTS.Provisions for bicyclists should be incorporated into project design. ❑ Bicycle parking should be provided in commercial and residential developments.Guidelines can be found at: www.apbp.org/resource/resmgr/publications/bicycle_parking_guide lines.pdf ❑ If near a trailway or bicycle route,extra consideration should be given to bicycle accessibility such as bike lanes on internal roadways,bicycle parking and other amenities. ❑ Drive-thru lanes at uses such as banks and fast-food restaurants should also be accessible for bicycles. Waiver: Upon finding by the Building Inspector, Village Engineer, Planning Board or Board of Trustees that, due to the particular character or limited nature of development or change in use or to special conditions peculiar to a site,the submission of a final site plan,or certain portions of information normally required as part of the site development plan, is inappropriate or unnecessary or that strict compliance with said submission requirements will cause extraordinary and unnecessary hardship, such official or Board may waive such submission requirements wherever, in the opinion of such official or Board, such waiver will be consistent with the goal of promoting the public health, safety and general welfare of the community. The findings for granting such waiver shall become a part of the public record. Any waiver request must be made in writing,and include sufficient detailed information for the appropriate authority to make an informed decision. Design Professional's Certification of Completion of Checklist I have fully reviewed the Village of Rye Brook's requirements and certify this application to be a complete submission. I understand that an incomplete plat or incomplete checklist shall be deemed an incomplete submission and shall be returned to the applicant upon determination of such by the appropriate authority. Name(Print) Joseph M. Cermele,P.E.,CFM N it 14/ �., �P al• T i'F/:, Signatur a Date S,..Ly� ?7138-�'2 �� . r Seal Site Plan Checklist Page 7 of 7 8/12/2021 C� C ��/ E Short Environmental Assessment For Part 1 -Project Information R MAR 2 9 2023 Instructions for ComaletinL VILLAGE OF RYE BROOK BUILDING DEPARTMENT Part 1—Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1—Project and Sponsor Information Name of Action or Project: Santorelli Residence Project Location(describe,and attach a location map): 15 Paddock Road,Rye Brook,NY Brief Description of Proposed Action: Regrading,drainage improvements and tree planting in rear yard for an existing developed property. Name of Applicant or Sponsor: Telephone: 914-273-2323 Joseph M.Cermele,P.E.,CFM E-Mail: jcermele@kelses.com Address: 500 Main Street City/PO: State: Zip Code: Armonk NY 10504 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other government Agency? NO YES If Yes,list agency(s)name and permit or approval:Town Planning Board Site Plan Approval Village Engineer Stormwater Permit 3. a.Total acreage of the site of the proposed action? 0.58 acres b.Total acreage to be physically disturbed? .2 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.58 acres 4. Check all land uses that occur on,are adjoining or near the proposed action: 5. ❑Urban ❑ Rural(non-agriculture) ❑ Industrial ❑ Commercial m Residential(suburban) ❑Forest ❑ Agriculture ❑ Aquatic ❑ Other(Specify): ❑Parkland Page 1 of 3 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ❑ a ❑ b. Consistent with the adopted comprehensive plan? ❑ F ❑ NO YES 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO Y I:S If Yes,identify: Fv-/] ❑ NO YES 8. a. Will the proposed action result in a substantial increase in traffic above present levels? ❑ ❑ b. Are public transportation services available at or near the site of the proposed action? ❑ c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed ❑ action? 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ ❑✓ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: 11. Will the proposed action connect to existing wastewater utilities? NO YF,S If No,describe method for providing wastewater treatment: 12. a.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district NO YES which is listed on the National or State Register of Historic Places,or that has been determined by the ❑ Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? b.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for ❑ archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? 13. a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑✓ ❑ b. Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ❑✓ ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: Page 2 of 3 14. Identify the typical habitat types that occur on,or are likely to be found on the project site.Check all that apply: El Shoreline ❑ Forest ❑Agricultural/grasslands ❑ Early mid-successional ❑Wetland ❑ Urban m Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats,listed by the State or NO YES Federal government as threatened or endangered? 7 El 16. Is the project site located in the 100-year flood plan? NO YES ❑✓ ❑ 17. Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, ✓❑ ❑ a. Will storm water discharges flow to adjacent properties? ❑✓ ❑ b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? ❑ ❑ If Yes,briefly describe: The project will not create additional stormwater runoff above current conditions.The plan proposes a stormwater collection, mitigation and conveyance system to collect and remove standing water.The system will be connected to existing Village storm system after discharge from the mitigation system to maintain pre-developed flow rates. 18. Does the proposed action include construction or other activities that would result in the impoundment of water NO YES or other liquids(e.g.,retention pond,waste lagoon,dam)? If Yes,explain the purpose and size of the impoundment: ❑ ❑ -19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES management facility? If Yes,describe: ❑ ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: ❑ ❑ I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/spo®r/nrAi94_,t��. P.E.,CFM Date:3/29/2023 Signatur : Of Title:Principal PRINT FORM Page 3 of EAF Mapper Summary Report Tuesday, March 28, 2023 8:50 AM Disclaimer: The EAF Mapper is a screening tool intended to assist 35 26-1-10 1I 135.2 6-1-50�4 } r' project sponsors and reviewing agencies in preparing an environmental y 135.26-1-� j 1 ` 135 26-1-68 11 assessment form(EAF).Not all questions asked in the EAF are 135.2 6-1-11 I I I 1135.2 6-1-65 II y --___—_—1 answered by the EAF Mapper.Additional information on any EAF 135.26 1-51 II — 1 C 1 �� question can be obtained by consulting the EAF Workbooks. Although L_ a I I the EAF Mapper provides the most up-to-date digital data available to 1 13526-1-47 II ___—--_�`— I n 1 135.26-1-69 ;-- DEC,you may also need to contact local or other data sources in order '1 ll 135.2 6-1-64 II o — 135-27A 12 to obtain data not provided by the Mapper.Digital data is not a 135.2 6-1-12 }_—= II II 135.26-1-5 2 1i = �— — II substitute for agency determinations. 135.26-1-46 11 I 1 11 ll 135.26-1-70 lF- 135.2 6-1-63 1 a 1 Ottawa Monaeal l' 135.26-1-131r_------- 135.26-1-45 111 III 135.27-1-1 I � =I --� a0 1•. I 1_ I I I -- —-- 'F1n+� r►a�1 t Toronto 13526-1-14 1 ---- 135.26-1 62 II r z g� a.h R 135.26-1-44 --- 135.21-1-2 135.26-1-15 135.26-1-5 4 , � Albarry ,P8roovaitdore�n ce 13526 -5I D York sI nit �1 � 43 I1 135.26-1- I � ; i 35.26-1-6II 1 135.27-1-3 Pittsburgh Philadelphia 5Illjtemi_ap_INCREMETNIGrt-Esrijaparj NIETl;Esn China ong Kona,Esn EMEM .WCan;Es Japan I-AEll;Es China (Hong Kona';Esn Korea;Esri(Thai]4ft go yCttre p co ri6tito4s. andxhe Gil tie r�{or,�n]uuuu�fty_ !gtfl*e�Sbe�N;tap col�trib�r��r t�t� r�ie GIS User Comm unity 1.�J. el. - Sµ.�. I i la Part 1 /Question 7 [Critical Environmental No Area] Part 1 /Question 12a [National or State No Register of Historic Places or State Eligible Sites] Part 1 /Question 12b [Archeological Sites] No Part 1 /Question 13a [Wetlands or Other No Regulated Waterbodies] Part 1 /Question 15 [Threatened or No Endangered Animal] Part 1 /Question 16 [100 Year Flood Plain] No Part 1 /Question 20 [Remediation Site] No Short Environmental Assessment Form - EAF Mapper Summary Report I 555 Theodore Fremd Ave,Suite C-301 H&H Rye,NY 10580 T:914.967.6540 www.hardestyhanover.com MEMORANDUM D IE tJ E I �W To: Robert I. Goodman, Chairman, and the JUN - 2 2023 Planning Board of the Village of Rye Brook VILLAGE OF RYE BROOK BUILDING DEPARTMENT Date: June 2, 2023 Subject: Santorelli Residence— 15 Paddock Road—Application for Approval of a Site Plan As requested, we have reviewed applications, correspondence and plans submitted by Kellard Sessions Engineering, on behalf of the owners, Frank Santorelli,for approval of a Site Plan involving drainage improvements on the property located at 15 Paddock Road, SBL 135.26-1-53 on the Town of Rye Tax Map, in the R-15 Zoning District. Review We have reviewed application materials and plans that include the following items: 1. Short Environmental Assessment Form and EAF Mapper Summary Report; 2. Application for Site Plan Approval; 3. Site Plan Submittal Review Checklist; 4. Exterior Building Permit Application; 5. Building Permit Checklist&Zoning Analysis; 6. The following set of plans generally entitled, "Santorelli Residence" prepared by Kellard Sessions Engineering, dated 3/29/23: a. Sheet 1 of 1, "Existing Conditions and Removals Plan;" b. Sheet SP-2, "Grading, Utilities, and Erosion and Sediment Control Plan;" 7. A Site Survey prepared by Big Apple Land Surveying dated 7/10/22. Please note that our review is limited to planning and environmental issues. All of our previous comments have been addressed. We look forward to discussion with the Board. Sarah L. Brown, AICP Associate, Principal Planner cc: Honorable Mayor and the Village Board of Trustees Christopher Bradbury, Village Administrator Michal Nowak, Superintendent of Public Works/Village Engineer Jennifer L. Gray, Esq., Village Attorney Joseph M. Cermele, PE, for the Applicant I 555 Theodore Fremd Ave,Suite C-301 H&H Rye,NY 10580 T:914.967.6540 www.hardestyhanover.com MEMORANDUM : G y To: Robert I. Goodman, Chairman, and the MAY - 5 2023 Planning Board of the Village of Rye Brook VILLAGE OF RYE BROOK BUILDING DEPARTMENT Date: May 5, 2023 Subject: Santorelli Residence— 15 Paddock Road—Application for Approval of a Site Plan As requested, we have reviewed applications, correspondence and plans submitted by Kellard Sessions Engineering, on behalf of the owners, Frank Santorelli,for approval of a Site Plan involving drainage improvements on the property located at 15 Paddock Road, SBL 135.26-1-53 on the Town of Rye Tax Map, in the R-15 Zoning District. Review We have reviewed application materials and plans that include the following items: 1. Short Environmental Assessment Form and EAF Mapper Summary Report; 2. Application for Site Plan Approval; 3. Site Plan Submittal Review Checklist; 4. Exterior Building Permit Application; 5. Building Permit Checklist& Zoning Analysis; 6. The following set of plans generally entitled, "Santorelli Residence" prepared by Kellard Sessions Engineering, dated 3/29/23: a. Sheet 1 of 1, "Existing Conditions and Removals Plan;" b. Sheet SP-2, "Grading, Utilities, and Erosion and Sediment Control Plan;" 7. A Site Survey prepared by Big Apple Land Surveying dated 7/10/22. Please note that our review is limited to planning and environmental issues. We offer the following comments regarding the application: 1. SEQRA. The Proposed Action is a Type II action with regard to SEAR. 2. Landscaping. The size of the proposed arborvitae at the time of planting should be noted on the plan. We look forward to discussion with the Board. Sarah L. Brown, AICP Associate, Principal Planner cc: Honorable Mayor and the Village Board of Trustees Christopher Bradbury, Village Administrator Michal Nowak, Superintendent of Public Works/Village Engineer Jennifer L. Gray, Esq., Village Attorney Joseph M. Cermele, PE, for the Applicant KELLARD John Kellard, P.E. David Sessions, RLA, AICP NOWALVEM • Joseph M. Cermele, P.E., CFM Jan K. Johannessen, AICP May 19, 2023 Planning Board MAY 19 2023 Village of Rye Brook 938 King Street VILLAGE OF RYE EiROOK Rye Brook, NY 10573 BUILDING DEPARTMENT Attn: Mr. Robert Goodman, Chair RE: Santorelli Residence 15 Paddock Road Rye Brook, New York Dear Mr. Goodman: On May 18, 2023, the required Notice of Public Hearing First Class Mailing for the above-referenced property was completed and mailed by this office. I have enclosed herein a PDF of the letters sent. Please do not hesitate to contact me if you have any questions. Very truly yours, Danielle Cinguina Kellard Sessions Consulting Enclosures DC/gt https:Hkellardsessionsconsulti.sharepoint.com/sites/Kellard/Project Doa P/RYSANTORELL11D0/KSC Correspondence/2023-05-19_RVSantorellilo0_Mailing Affidavitdoa CIVIL ENGINEERING 1 LANDSCAPE ARCHITECTURE I SITE & ENVIRONMENTAL PLANNING 500 MAIN STREET, ARMONK, NY 10504 ' T: 914.273.2323 1 F: 914.273.2329 WWW.KELSES.COM � \ � � IAI ° C; § � � CD < p � 2&$ q LLC, co %kj . . � . . k � % n 0 '0 /\ E0 o c o R g66 CU = G / / � / \ X � 3 � 6 / � \ x » z z 2 a z z § / ) ) § / \ � 2 � z 0 CD k / \ \ u o N pN 0 0 N f� W C; �o D E. 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Michel Janet G. Michel CAMA Number: 135.26-1-12 21 Churchill Rd Property Address: 21 Churchill Rd Rye Brook, NY 10573, Parcel Number: 135.26-1-13 Mailing Address: Klaus Schmid CAMA Number: 135.26-1-13 19 Churchill Rd Property Address: 19 Churchill Rd Rye Brook, NY 10573, Parcel Number: 135.26-1-14 Mailing Address: Michael Laskin Jenna Laskin CAMA Number: 135.26-1-14 17 Churchill Rd Property Address: 17 Churchill Rd Rye Brook, NY 10573, Parcel Number: 135.26-1-15 Mailing Address: Lucille Porto CAMA Number: 135.26-1-15 15 Churchill Rd Property Address: 15 Churchill Rd Rye Brook, NY 10573, Parcel Number: 135.26-1-16 Mailing Address: Andrea McGovern Colin McGovern CAMA Number: 135.26-1-16 11 Churchill Rd Property Address: 11 Churchill Rd Rye Brook, NY 10573, Parcel Number: 135.26-1-42.1 Mailing Address: Pierce J. Weston Constance Weston CAMA Number: 135.26-142.1 12 Paddock Rd Property Address: 12 Paddock Rd Rye Brook, NY 10573, Parcel Number: 135.26-1-43 Mailing Address: Andrew Stevens Theresa Stevens CAMA Number: 135.26-1-43 14 Paddock Rd Property Address: 14 Paddock Rd Rye Brook, NY 10573, Parcel Number: 135.26-1-44 Mailing Address: Wasyl Melnychuk Lucia Melnychuk CAMA Number: 135.26-1-44 16 Paddock Rd Property Address: 16 Paddock Rd Rye Brook, NY 10573, Parcel Number: 135.26-1-45 Mailing Address: Howard Wynn Melissa Wynn CAMA Number: 135.26-1-45 18 Paddock Rd Property Address: 18 Paddock Rd Rye Brook, NY 10573, Parcel Number: 135.26-1-46 Mailing Address: Jonathan E. Starr Shanen M. Starr CAMA Number: 135.26-1-46 20 Paddock Rd Property Address: 20 Paddock Rd Rye Brook, NY 10573, Technologies www.cai-tech.com Data shown on this report is provided for planning and informational purposes only.The municipality and CAI Technologies 3/28/2023 are not responsible for any use for other purposes or misuse or misrepresentation of this report. Page 1 of 3 Abutters List Report- Rye Town, NY 250 foot Abutters List Report Rye Town, NY µ` rr March 28,2023 Parcel Number: 135.26-1-47 Mailing Address: Howard Katz Amy Katz CAMA Number: 135.26-1-47 22 Paddock Rd Property Address: 22 Paddock Rd Rye Brook, NY 10573, Parcel Number: 135.26-1-48 Mailing Address: Alain Huy Sonya Lin Huy CAMA Number: 135.26-1-48 24 Paddock Rd Property Address: 24 Paddock Rd Rye Brook, NY 10573, Parcel Number: 135.26-1-50 Mailing Address: Susan Bender Michael Bender CAMA Number: 135.26-1-50 23 Paddock Rd Property Address: 23 Paddock Rd Rye Brook, NY 10573, Parcel Number: 135.26-1-51 Mailing Address: Chris Shaw Regina Dolan Shaw CAMA Number: 135.26-1-51 21 Paddock Rd Property Address: 21 Paddock Rd Rye Brook, NY 10573, Parcel Number: 135.26-1-52 Mailing Address: Brian M. Wolther Laura S. Wolther CAMA Number: 135.26-1-52 19 Paddock Rd Property Address: 19 Paddock Rd Rye Brook, NY 10573, Parcel Number: 135.26-1-54 Mailing Address: Nicholas Sforza Credit Shelter Trust Cara CAMA Number: 135.26-1-54 May Sforza Property Address: 11 Paddock Rd 11 Paddock Rd Rye Brook, NY 10573, Parcel Number: 135.26-1-55 Mailing Address: Eva Wallace CAMA Number: 135.26-1-55 3 Crossway Property Address: 3 Crossway Rye Brook, NY 10573, Parcel Number: 135.26-1-56 Mailing Address: Robert Fery Jessica Yablow CAMA Number: 135.26-1-56 2 Crossway Property Address: 2 Crossway Rye Brook, NY 10573, Parcel Number: 135.26-1-57 Mailing Address: Rachel Weiner Joshua Weiner CAMA Number: 135.26-1-57 4 Crossway Property Address: 4 Crossway Rye Brook, NY 10573, Parcel Number: 135.26-1-60 Mailing Address: Levan Bouadze Nino Motsonelidze CAMA Number: 135.26-1-60 12 Old Orchard Rd Property Address: 12 Old Orchard Rd Rye Brook, NY 10573, Parcel Number: 135.26-1-61 Mailing Address: Steven M. Pordy Roni E. Pordy CAMA Number: 135.26-1-61 14 Old Orchard Rd Property Address: 14 Old Orchard Rd Rye Brook, NY 10573, Parcel Number: 135.26-1-62 Mailing Address: Neil S. Citron Jane L. Citron CAMA Number: 135.26-1-62 16 Old Orchard Rd Property Address: 16 Old Orchard Rd Rye Brook, NY 10573, www.cai-tech.com Data shown on this report is provided for planning and informational purposes only.The municipality and CAI Technologies 3/28/2023 are not responsible for any use for other purposes or misuse or misrepresentation of this report. Page 2 of 3 Abutters List Report- Rye Town, NY 250 foot Abutters List Report >. Rye Town, NY s; rr March 28,2023 ESTER Parcel Number: 135.26-1-63 Mailing Address: Marion L. Lau CAMA Number: 135.26-1-63 18 Old Orchard Rd Property Address: 18 Old Orchard Rd Rye Brook, NY 10573, Parcel Number: 135.26-1-64 Mailing Address: Ryan Rozins Mindy Rozins CAMA Number: 135.26-1-64 20 Old Orchard Rd Property Address: 20 Old Orchard Rd Rye Brook, NY 10573, Parcel Number: 135.26-1-65 Mailing Address: Peter Ulrich CAMA Number: 135.26-1-65 22 Old Orchard Rd Property Address: 22 Old Orchard Rd Rye Brook, NY 10573, Parcel Number: 135.26-1-66 Mailing Address: Richard Filingeri Rosemary Picciano CAMA Number: 135.26-1-66 24 Old Orchard Rd Property Address: 24 Old Orchard Rd Rye Brook, NY 10573, Parcel Number: 135.26-1-68 Mailing Address: Eric Hammer Barrie Hammer CAMA Number: 135.26-1-68 25 Old Orchard Rd Property Address: 25 Old Orchard Rd Rye Brook, NY 10573, Parcel Number: 135.26-1-69 Mailing Address: Andrew Rogovic Jill Rogovic CAMA Number: 135.26-1-69 23 Old Orchard Rd Property Address: 23 Old Orchard Rd Rye Brook, NY 10573, Parcel Number: 135.26-1-70 Mailing Address: Jeffrey T. Freedman Lisa A. Freedman CAMA Number: 135.26-1-70 21 Old Orchard Rd Property Address: 21 Old Orchard Rd Rye Brook, NY 10573, Parcel Number: 135.27-1-1 Mailing Address: Scott Kissel Reina Kissel CAMA Number: 135.27-1-1 19 Old Orchard Rd Property Address: 19 Old Orchard Rd Rye Brook, NY 10573, Parcel Number: 135.27-1-2 Mailing Address: Devin Kempton lonela Kempton CAMA Number: 135.27-1-2 17 Old Orchard Rd Property Address: 17 Old Orchard Rd Rye Brook, NY 10573, Parcel Number: 135.27-1-3 Mailing Address: Victor Paterno Annemarie Paterno CAMA Number: 135.27-1-3 15 Old Orchard Rd Property Address: 15 Old Orchard Rd Rye Brook, NY 10573, Technologies www.r-ai-tech.com Data shown on this report is provided for planning and informational purposes only.The municipality and CAI Technologies 3/28/2023 are not responsible for any use for other purposes or misuse or misrepresentation of this report. Page 3 of 3 Abutters List Report- Rye Town, NY r a i I LAj LL �� cr: cz owl cz cc C= m W OLLJ Cr) � cm CC --j M � Z ;Pm CL _ Qv) Lu C = Z © W Q F— D u i CO Wv m ..J L.LJ 4 0. M `� W Z � Z MCC = CDooz � c Z = " = E E C., Q m camo0 om 22 MCC J LjJ tiJ LlJ 00 p " LAJ 0 J �. ;p^ M p C _ L.Li J cc c. O) LL- - W m J Z �CD _-- cat C � CD Q � Q d w � Q y I a i 42, LLJ ' cm t Yt=t ii• �'cr �*y ' V P{ 1 _ n t i ' 250 foot Abutters List Report Rye Town, NY Ma �� March 28,2023 � srea � Subject Property: Parcel Number: 135.26-1-53 Mailing Address: Frank Santorelli CAMA Number: 135.26-1-53 15 Paddock Rd Property Address: 15 Paddock Rd Rye Brook, NY 10573, Abutters: Parcel Number: 135.26-1-12 Mailing Address: Stanley N. Michel Janet G. Michel CAMA Number: 135.26-1-12 21 Churchill Rd Property Address: 21 Churchill Rd Rye Brook, NY 10573, Parcel Number: 135.26-1-13 Mailing Address: Klaus Schmid CAMA Number: 135.26-1-13 19 Churchill Rd Property Address: 19 Churchill Rd Rye Brook, NY 10573, Parcel Number: 135.26-1-14 Mailing Address: Michael Laskin Jenna Laskin CAMA Number: 135.26-1-14 17 Churchill Rd Property Address: 17 Churchill Rd Rye Brook, NY 10573, Parcel Number: 135.26-1-15 Mailing Address: Lucille Porto CAMA Number: 135.26-1-15 15 Churchill Rd Property Address: 15 Churchill Rd Rye Brook, NY 10573, Parcel Number: 135.26-1-16 Mailing Address: Andrea McGovern Colin McGovern CAMA Number: 135.26-1-16 11 Churchill Rd Property Address: 11 Churchill Rd Rye Brook, NY 10573, Parcel Number: 135.26-1-42.1 Mailing Address: Pierce J. Weston Constance Weston CAMA Number: 135.26-1-42.1 12 Paddock Rd Property Address: 12 Paddock Rd Rye Brook, NY 10573, Parcel Number: 135.26-1-43 Mailing Address: Andrew Stevens Theresa Stevens CAMA Number: 135.26-1-43 14 Paddock Rd Property Address: 14 Paddock Rd Rye Brook, NY 10573, Parcel Number: 135.26-1-44 Mailing Address: Wasyl Melnychuk Lucia Melnychuk CAMA Number: 135.26-1-44 16 Paddock Rd Property Address: 16 Paddock Rd Rye Brook, NY 10573, Parcel Number: 135.26-1-45 Mailing Address: Howard Wynn Melissa Wynn CAMA Number: 135.26-1-45 18 Paddock Rd Property Address: 18 Paddock Rd Rye Brook, NY 10573, Parcel Number: 135.26-1-46 Mailing Address: Jonathan E. Starr Shanen M. Starr CAMA Number: 135.26-1-46 20 Paddock Rd Property Address: 20 Paddock Rd Rye Brook, NY 10573, www.cai-tech.com Data shown on this report is provided for planning and informational purposes only.The municipality and CAI Technologies 3/28/2023 are not responsible for any use for other purposes or misuse or misrepresentation of this report. Page 1 of 3 Abutters List Report- Rye Town, NY 250 foot Abutters List Report Rye Town, NY €MS ; March 28,2023 Parcel Number: 135.26-1-47 Mailing Address: Howard Katz Amy Katz CAMA Number: 135.26-1-47 22 Paddock Rd Property Address: 22 Paddock Rd Rye Brook, NY 10573, Parcel Number: 135.26-1-48 Mailing Address: Alain Huy Sonya Lin Huy CAMA Number: 135.26-1-48 24 Paddock Rd Property Address: 24 Paddock Rd Rye Brook, NY 10573, Parcel Number: 135.26-1-50 Mailing Address: Susan Bender Michael Bender CAMA Number: 135.26-1-50 23 Paddock Rd Property Address: 23 Paddock Rd Rye Brook, NY 10573, Parcel Number: 135.26-1-51 Mailing Address: Chris Shaw Regina Dolan Shaw CAMA Number: 135.26-1-51 21 Paddock Rd Property Address: 21 Paddock Rd Rye Brook, NY 10573, Parcel Number: 135.26-1-52 Mailing Address: Brian M. Wolther Laura S. Wolther CAMA Number: 135.26-1-52 19 Paddock Rd Property Address: 19 Paddock Rd Rye Brook, NY 10573, Parcel Number: 135.26-1-54 Mailing Address: Nicholas Sforza Credit Shelter Trust Cara CAMA Number: 135.26-1-54 May Sforza Property Address: 11 Paddock Rd 11 Paddock Rd Rye Brook, NY 10573, Parcel Number: 135.26-1-55 Mailing Address: Eva Wallace CAMA Number: 135.26-1-55 3 Crossway Property Address: 3 Crossway Rye Brook, NY 10573, Parcel Number: 135.26-1-56 Mailing Address: Robert Fery Jessica Yablow CAMA Number: 135.26-1-56 2 Crossway Property Address: 2 Crossway Rye Brook, NY 10573, Parcel Number: 135.26-1-57 Mailing Address: Rachel Weiner Joshua Weiner CAMA Number: 135.26-1-57 4 Crossway Property Address: 4 Crossway Rye Brook, NY 10573, Parcel Number: 135.26-1-60 Mailing Address: Levan Bouadze Nino Motsonelidze CAMA Number: 135.26-1-60 12 Old Orchard Rd Property Address: 12 Old Orchard Rd Rye Brook, NY 10573, Parcel Number: 135.26-1-61 Mailing Address: Steven M. Pordy Roni E. Pordy CAMA Number: 135.26-1-61 14 Old Orchard Rd Property Address: 14 Old Orchard Rd Rye Brook, NY 10573, Parcel Number: 135.26-1-62 Mailing Address: Neil S. Citron Jane L. Citron CAMA Number: 135.26-1-62 16 Old Orchard Rd Property Address: 16 Old Orchard Rd Rye Brook, NY 10573, e . www.cal-tech.com Data shown on this report is provided for planning and informational purposes only.The municipality and CAI Technologies 3/28/2023 are not responsible for any use for other purposes or misuse or misrepresentation of this report. Page 2 of 3 Abutters List Report- Rye Town, NY A/°` y� ' 250 foot Abutters List Report °E ; Rye Town, NY March 28,2023 C ES T 1.'` <'a'ER Parcel Number: 135.26-1-63 Mailing Address: Marion L. Lau CAMA Number: 135.26-1-63 18 Old Orchard Rd Property Address: 18 Old Orchard Rd Rye Brook, NY 10573, Parcel Number: 135.26-1-64 Mailing Address: Ryan Rozins Mindy Rozins CAMA Number: 135.26-1-64 20 Old Orchard Rd Property Address: 20 Old Orchard Rd Rye Brook, NY 10573, Parcel Number: 135.26-1-65 Mailing Address: Peter Ulrich CAMA Number: 135.26-1-65 22 Old Orchard Rd Property Address: 22 Old Orchard Rd Rye Brook, NY 10573, Parcel Number: 135.26-1-66 Mailing Address: Richard Filingeri Rosemary Picciano CAMA Number: 135.26-1-66 24 Old Orchard Rd Property Address: 24 Old Orchard Rd Rye Brook, NY 10573, Parcel Number: 135.26-1-68 Mailing Address: Eric Hammer Barrie Hammer CAMA Number: 135.26-1-68 25 Old Orchard Rd Property Address: 25 Old Orchard Rd Rye Brook, NY 10573, Parcel Number: 135.26-1-69 Mailing Address: Andrew Rogovic Jill Rogovic CAMA Number: 135.26-1-69 23 Old Orchard Rd Property Address: 23 Old Orchard Rd Rye Brook, NY 10573, Parcel Number: 135.26-1-70 Mailing Address: Jeffrey T. Freedman Lisa A. Freedman CAMA Number: 135.26-1-70 21 Old Orchard Rd Property Address: 21 Old Orchard Rd Rye Brook, NY 10573, Parcel Number: 135.27-1-1 Mailing Address: Scott Kissel Reina Kissel CAMA Number: 135.27-1-1 19 Old Orchard Rd Property Address: 19 Old Orchard Rd Rye Brook, NY 10573, Parcel Number: 135.27-1-2 Mailing Address: Devin Kempton lonela Kempton CAMA Number: 135.27-1-2 17 Old Orchard Rd Property Address: 17 Old Orchard Rd Rye Brook, NY 10573, Parcel Number: 135.27-1-3 Mailing Address: Victor Paterno Annemarie Paterno CAMA Number: 135.27-1-3 15 Old Orchard Rd Property Address: 15 Old Orchard Rd Rye Brook, NY 10573, e , www.cai-tech.com Data shown on this report is provided for planning and informational purposes only.The municipality and CAI Technologies 3/28/2023 are not responsible for any use for other purposes or misuse or misrepresentation of this report. Page 3 of 3 Abutters List Report- Rye Town, NY N MOf0 �«f '• W E Rye Town, NY Technologies cyfSiea�'' 1 inch = 142 Feet s www.cai-tech.com March 28, 2023 0 142 284 426 2 W -wtN p� 13 l 12 b 67 is t __ -- 1 9 1 - 10 * �e 66 14 w. 68 46 y = a sr 13 ` 65 ' o as 47 ' 1 12 12 ANY"W AV _ 46 70 - -. 63 11 13 45 f ' 13538 ,�..�.-. fiI 10 14 44 _ 2 „ v Y 61 v - 111 43 3 i B M 42.1 4 7 57 n _ 42 1 M r •�+ r r a 40 72 23 Data shown on this map is provided for planning and informational purposes only.The municipality and CAI Technologies are not responsible for any use for other purposes or misuse or misrepresentation of this map. T!E � AM�1f FOR~OOWWCT*M--w DETAILS,nam NO ExcEI'TION TAKEN MAKE CORRECTIONS NOTEO AMEND AND RESUBMIT REJECTED • REFER TO REMARKS RYE BROOK ENGINEERING DEPT. O STORMWATER MA GEMENT KING STREET � , K,?9Y 10573 1 PHONE (914)939-0753 FAX1914 1,14 Fo Z _ r FRANK AND CLAU I S �FI I I7 "� y � , �- 15 PADDOCK ROAD VILLAGE OF RYE BROOK WESTCHESTER COUNTY, NEW YORK MARCH 2O23 JUNE,2023 SUBMITTED TO:: THE VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK, NEW YORK 10573 PREPARED BY: KELLARD SESSIONS CONSULTING 500 MAIN STREET ARMONK, NEW YORK 10504 (914)273-2323 WWW.KELSES.COM pFNEi PTT HEiy r F� �768011 A' Ess '�' LSE'I D • .+iir�`a,�w/+'��-,r `7`yi,�Yy`�'!. �,F�v++�I]��,,y�,a♦�•,�• i '7'�,'P@,+, ,qy,�{ � , ` stS.�V)+. �':41�+it S,l.l: ,+• '�"�'`.+.d� �9y:+t3 :�..QF �},� f { «� � .. ..,.y....�. -,.-��Yam.��,,....•.!-� A � £.s.•r.-w.) _ J��f i , i _,'y'-li.'•1 lv,T � :��iNj �r,•, 9 / STORMWATER MANAGEMENT REPORT(SWPPP) TABLE OF CONTENTS PAGE 1.0 PROJECT OVERVIEW 1 2.0. PROJECT SITE DESCRIPTION 2 3.0. STORMWATER MANAGEMENT PLAN 3 4.0. EROSION AND SEDIMENT CONTROL PLAN 5 TABLES Table 1 On-Site Soil Distribution 3 Table 2 Precipitation Values 4 Table 3 Summary of Hydrologic Analyses 4 APPENDICES Appendix A Hydrological Calculations Appendix B Design Data and Specifications ■ Web Soil Survey ■ Northeast Regional Climate Center Extreme Precipitation Data Tables Drawings, prepared by Kellard Sessions Consulting, dated June 25, 2023: ■ Sheet 1/4 Existing Conditions and Removals Plan ■ Sheet 2/4 Grading, Utilities, and Erosion and Sediment Control Plan ■ Sheet 3/4 Erosion and Sediment Control Notes and Details ■ Sheet 4/4 Site and Drainage Details KELLARD • June,2023 Santorelli—15 Paddock Road—Stormwater Management Report 1.0 PROJECT OVERVIEW This Stormwater Management Report has been prepared as part of the Site Plan Application associated with the proposed drainage improvements proposed for an existing residence located at 15 Paddock Road in the Village of Rye Brook. The±25,415 s.f.parcel is designated on the Village Tax Maps as Section 135.26, Block 1, Lot 53 and is located within the Residential One Family(R-15)Zoning District. The proposed project includes the regrading of the rear year of the existing residence and the installation of a stormwater detention system in an effort to improve the current conditions of the yard to make it a more usable space. In addition to the drainage and grading improvements, a landscaped berm is proposed along the rear property line to provide privacy screening from adjoining properties. The detention system, as discussed later in this report, has been designed to mitigate peak rates of runoff from the project prior to discharging to the existing Village storm system. Associated improvements include minor modifications to the existing patio at the rear of the residence, resulting in a net increase in impervious surface of only 336 s.f., and slight modifications to the existing fence to relocate an existing gate. No additions or modifications to the residence or drive are proposed. The purpose of this report is to demonstrate compliance with Chapter 217, Stormwater Management, of the Village Code. Specifically,the Stormwater mitigation system will provide adequate attenuation to mitigate the peak rate of stormwater discharge rates for the 1-year, 10-year and 100-year, 24-hour storm event. Page 1 KELLARD SESSIONS CONSULTING June,2023 Santorelli—15 Paddock Road—Stormwater Management Report 2.0 PROJECT SITE DESCRIPTION As previously indicated, the proposed project includes the regrading of the rear year of the existing residence and the installation of a stormwater detention system in an effort to improve the current conditions of the yard to make it a more usable space. In addition to the drainage and grading improvements,a landscaped berm is proposed along the rear property line to provide privacy screening from adjoining properties. Associated improvements include minor modifications to the existing patio at the rear of the residence, resulting in a net increase in impervious surface of only 336 s.f., and slight modifications to the existing fence to relocate an existing gate. EXISTING CONDITIONS The existing condition of the site is developed with a single family residence,drive,deck and associated improvements. Existing walkways extend at the front and rear of the house. The topography of the front yard is generally level.The rearyard slopes gradually with a slight rise in elevation of approximately 10 feet from north to south. With the exception of a few minor yard drains,no stormwater management practices currently exist for the site. PROPOSED CONDITIONS The intent of this project is to regrade the rear yard and install a detention system to collect,detain and slowly release collected stormwater runoff into the Village storm sewer. An underdrain system is proposed to collect surface runoff that otherwise does not percolate into the underlying soils. The collection system will discharge to a subsurface detention system comprised of five (5), 2 foot high StormTrap units. An outlet control structure will regulate the discharge such that peak rates of runoff for all storm events through the 100-year storm will at least meet or be reduced when compared to existing conditions. Page 2 KELLARD SESSIONS CONSULTING June,2023 Santorelli—15 Paddock Road—Stormwater Management Report 3.0 STORMWATER MANAGEMENT PLAN The stormwater runoff generated by the existing building, driveway and walkways is currently not collected and runs overland towards the northern end of the site with no mitigation or treatment. Stormwater runoff is then collected within an existing Village storm manhole and storm conveyance located within an easement that follows the northern property boundary. This system continues to the existing storm system located in Paddock Road. After the site improvements are complete, the stormwater runoff from the rear of the site will be collected by an underdrain system and piped to an underground detention system. A controlled release will regulate discharge from the system prior to ultimately discharging the storm manhole noted above. Deep soil tests were conducted at the site in the vicinity of the mitigation system and witnessed by this office. The presence of a shallow groundwater table was confirmed and necessitated the use of the detention system as proposed. The United States Department of Agriculture (USDA) Natural Resource Conservation Service Web Soil Survey has been reviewed. The delineation of the soil boundaries for the study area is shown on the development plans. See the Web Soil Survey included in Appendix B. The surficial soil conditions and the soil data is summarized in Table 1 below. TABLE 1: ON-SITE SOIL DISTRIBUTION MAP HYDROLOGIC ON-SITE PERCENT SYMBOL SOIL NAME SOIL GROUP ACREAGE OF SITE UhB Urban Land, Charlton complex D ±0.58 ±100 TOTAL ±0.58 acres 100% Source: USDA Soil Conservation Service Soil Survey for Putnam and Westchester Counties,New York The stormwater system will be comprised of a system of underdrain collector pipes, connected to a single pipe header that will discharge to five (5), 2 foot high StormTrap units. Discharge from the detention system will be controlled with a combination of a low-flow orifice to permit the entire volume of the system to drain in between storm events and an overflow weir. The proposed project will result in a net increase of ±336 s.f. of impervious surface. As such, the applicant has analyzed the effects of the 1-year, 10-year and 100-year storm event based on the increase in impervious surface and the area tributary to the system. The precipitation values for the 1-year, 10-year and 100-year design storms were obtained from the latest Northeast Regional Climate Center Extreme Precipitation Data Tables (See Appendix B). The values provided in Table 2 below are for the 24-hour design storms in the Village of Rye Brook. Page 3 KELLARD SESSIONS CONSULTING June,2023 Sontorelli—15 Paddock Road—Stormwater Management Report TABLE 2: PRECIPITATION VALUES DESIGN STORM 24-HOUR RAINFALL (YEAR) (INCHES) 1 2.85 10 5.11 100 9.02 Source:Northeast Regional Climate Data Center As shown in the hydrologic analysis included in Appendix A, the detention system has been sized to provide the capacity necessary to temporarily store and control the release of stormwater runoff as needed to mitigate the increase in peak runoff rates from the storm events analyzed. The peak flow rates resulting from the project are summarized below: TABLE 3: SUMMARY OF HYDROLOGIC ANALYSIS PEAK DISCHARGE RATE AND HYDROLOGIC RUNOFF VOLUME PEAK DISCHARGE RATE SUMMARY WATERSHED CONDITION PEAK DISCHARGE RATES BY STORM RETURN FREQUENCY (cfs) STORM RETURN FREQUENCY(year) 100 10 1 EXISTING CONDITION 4.44 2.18 0.91 PROPOSED CONDITION 4.40 2.01 0.86 NET CHANGE(%) -1.0% -8.0% -5.0% In conclusion, the proposed stormwater mitigation system will provide a benefit to the property via stormwater mitigation where currently none exists. There will be no adverse impact to adjacent or downstream properties as a result of this project. The property owner is solely responsible for the long-term operation and maintenance of the stormwater mitigation system. Page 4 KELLARD SESSIONS CONSULTING June,2023 Sontorelli—15 Paddock Road—Storm water Management Report 4.0. EROSION AND SEDIMENT CONTROL PLAN All proposed soil erosion and sediment control practices have been designed in accordance with the applicable provisions of the following publications: ■ New York Standards and Specifications for Erosion and Sediment Control, dated November 2016 ■ Chapter 217,Stormwater Management,of the Village Code The primary aim of the soil erosion and sediment control plan is to reduce soil erosion from areas stripped of vegetation during and after construction and to prevent silt from reaching the drainage structures, the infiltration systems, and downstream properties. The stormwater mitigation system shall not be put into service until the contributing drainage area to the system has been stabilized, as outlined in the construction sequencing notes below and on the Grading, Utilities, and Sediment and Erosion Control Plan (Sheet 2/2). The Sediment and Erosion Control Plan is an integral component of the construction phasing and sequencing and will be implemented to control sediment and re-establish vegetation as soon as practicable. The plan will be implemented prior to the commencement of any earthmoving activities. The proposed soil erosion and sediment control devices include the planned erosion control practices outlined below. Maintenance procedures for each erosion control practice are also provided on the plans and herein. The owner or operator must ensure that all erosion and sediment control practices identified herein are maintained in effective operating condition at all times. GENERAL LAND GRADING The applicant/developer or their representatives shall be on-site at all times when construction or grading activity takes place and shall inspect and document the effectiveness of all sediment and erosion control practices. The intent of the Grading, Utilities,and Sediment and Erosion Control Plan (Sheet 2/2) is to control all disturbed areas, such that soils are protected from erosion by temporary methods and, ultimately, by permanent vegetation. All cut and fill slopes shall be kept to a maximum slope of 2:1. In the event that a slope must exceed a 2:1 slope, it shall be stabilized with stone rip rap. On fill slopes, all material will be placed in layers not to exceed 12 inches in depth and adequately compacted. Page 5 KELLARD SESSIONS CONSULTING June,2023 Santorelli—15 Paddock Road—Stormwater Management Report SILT FENCE Silt fence (geotextile filter cloth) shall be placed in locations depicted on the approved plans. The purpose of the silt fence is to reduce the velocity of sediment laden stormwater from small drainage areas and to intercept the transported sediment load. In general, silt fence shall be used at the downgrade perimeter of disturbed areas, toe of slopes or intermediately within slopes where obvious channel concentration of stormwater is not present. Silt fence shall always be installed parallel to the contours in order to prevent concentrated flows from developing along the silt fence. Maintenance/Inspection Silt fencing shall be inspected at a minimum of twice every seven (7)days. Inspections shall include ensuring that the fence material is tightly secured to the wooden posts. In addition, overlapping filter fabric shall be secure and the fabric shall be maintained a minimum of six (6) inches below grade. In the event that any"bulges" develop in the fence,that section of fence shall be replaced immediately with a new fence section. Any visible sediment build up against the fence shall be removed immediately and deposited on site. INLET PROTECTION After the drain inlet has been installed and the site is completely constructed and stabilized, these inlets will receive stormwater from the driveway area. These inlet protection barriers will allow stormwater to be filtered prior to reaching the inlet grate. Maintenance/Inspection Inlet protection devices shall be inspected at a minimum of twice every seven(7)days. Care shall be taken to ensure that all inlet protection devices are properly located and secure and do not become displaced. Any accumulated sediments shall be removed from the device and deposited on site. SOIL/MATERIAL STOCKPILING All soil/material stripped from the construction area during grubbing and grading shall be stockpiled in locations illustrated on the approved plans, or in practical locations on site. Page 6 KELLARD SESSIONS CONSULTING June,2023 Santorelli—15 Paddock Road—Stormwater Management Report Maintenance/Inspection All stockpiles shall be inspected (for signs of erosion or problems with seed establishment) at a minimum of twice every seven (7) days. Soil stockpiles shall be protected from erosion by vegetating the stockpile with a rapidly germinating grass seed and surrounded with silt fence. In the non-growing season,the stockpiles shall be protected by a tarpaulin covering the entire stockpile. SURFACE STABILIZATION All disturbed areas will be protected from erosion with the use of vegetative measures (e.g., grass seed mix, sod) hydromulch, hay or Curlex Excelsior Erosion Control Blankets. Erosion control barriers consisting of silt fencing shall be placed around exposed areas during construction. Any areas stripped of vegetation during construction will be vegetated and/or mulched immediately to prevent erosion of the exposed soils. In site areas where significant erosion potential exists (steep slopes) and/or where specifically directed, Curlex Excelsior Erosion Control Blankets (Manufactured by American Excelsior or approved equal) shall be installed. Mulch is also used alone for temporary stabilization in non-growing months. Materials that may be used for mulching include straw, hay, salt hay, wood fiber, synthetic soil stabilizers, mulch netting, erosion control blankets or sod. A permanent vegetative cover will be established upon completion of construction of those areas which have been brought to finish grade and to remain undisturbed. DUST CONTROL Where vegetative or mulch cover is not practicable in disturbed areas of the site, dust shall be controlled by the use of water sprinkling. The surface shall be sprayed until wet. Dust control shall continue until such time as the entire site is adequately stabilized with permanent vegetative cover. POLLUTION PREVENTION MEASURES FOR CONSTRUCTION RELATED ACTIVITIES Pollution prevention practices for preventing litter, construction chemicals (if applicable) and construction debris from becoming a pollutant source in stormwater discharge includes daily pickup of construction debris, inspection, designated storage areas, and physical controls such Page 7 KELLARD SESSIONS CONSULTING June,2023 Santorelli—15 Paddock Road—Stormwater Management Report as temporary riser, silt fencing and inlet protection. Concrete wash-out after pours shall be discharged to designated containment areas and allowed to dry prior to disposal. Inspections will also be conducted to ensure that dust control measures are utilized as necessary. All maintenance work on equipment will be conducted in the staging area. During construction, maintenance,construction and waste materials will be stored within suitable areas/dumpsters, as appropriate, to minimize the exposure of the materials to stormwater and spill prevention. All maintenance and construction waste will be disposed of in a safe manner in accordance with all applicable regulations. https://kellardsesslonswnsulti.sharepolntcom/sites/Kellard/Project Do P/RYSANTORELUSDO/KSC Reports/SWPPP/2023-06_RYSANTOREW100_Stormwater Management Reportdoa Page 8 KELLARD SESSIONS CONSULTING APPENDix 1 HYDROLOGICAL CALCULATIONS K�LL is) (2S) DA :IRE DA O ST A DETENT ON SYS K 4L DP-1 PRE DP-1 POST Subcat Reach on Link Routing Diagram for 2023.03-29 PRE POST Prepared by Kellard Sessions Consulting, Printed 3/2812023 NydroCADO 10.20-7.r0 s/n 01808 rP 2022 HydroCAD Software S❑lutlons LLC 2023-03-29 PRE POST Type It/24-hr 1-YR Rainfell=2.8a" Prepared by Kellard Sessions Consulting Printed 3/28/2023 HydroCAD rt 10 20-2g sfn 01808 ©2022 HydroCAD Softviare Solutions LLC Page 2 Summary for Subcatchment 1S: DA PRE Runoff = 0.91 cfs @ 12.11 hrs, Volume= 2,736 cf, Depth> 1.29" Routed to Link 3L : DP-1 PRE Runoff by SCS TR-20 method, UH=SCS, Weighted-•CN, Time Span= 2.00-20.00 hrs, dt= 0.01 hrs Type III 24-hr 1-YR Rainfall=2.85" Area(sf) CN Description 5,186 98 Paved parking, HSG D 20,229 80 >75%Grass cover. Good, HSG D 25,415 84 Weighted Average 20,229 79.59% Pervious Area 5,186 20.41% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ftlsec) (efs) 0.6 10 0.2400 0.30 Sheet Flow, Grass: Short n= 0.150 P2= 3.45" 4.9 90 0.0840 0.31 Sheet Flow, Grass: Short n= 0.150 P2=3.45" 1.9 95 0.0137 0.82 Shallow Concentrated Flow, Short Grass Pasture Kv=7.0 fps 7.4 195 Total Subcatchment 1S: DA PRE Hydrograph ■Runoff 1 0.91 cfs Type III 24-hr 14Y Rinfll2. 5" i R�n l ff rea=13 , 15 sf R�n ff i aim a= 7216 cf Runyff epth 1.29" U. F aw Lengih= 9 ' Tc=7,.4 in G = 4 3 4 6 8 T 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hougs) I 2023-03-29 PRE POST Type IN 24-hr 9-YR Rainfall=2.85" lla Prepared by Kerd Sessions Consulting Printed 3/28/2023 HydroCAD©10 20-2g s/n 01808 U 2022 HVdroCAD Software Solutions LLC Page 3 Summary for Subcatchment 28: DA POST Runoff = 0.95 cfs @ 12.09 hrs, Volume= 2,731 cf, Depth> 1.29" Routed to Pond 5P ; DETENTION SYS Runoff by SCS TR-20 method, UH=SCS,Weighted-CN, Time Span= 2.00-20.00 hrs, dt=0.01 hrs Type III 24-hr 1-YR Rainfall=2.85" Area (sfl CN Description 5,522 98 Paved parking, HSG D 19,829 80 >75%Grass cover, Good, HSG D 25,351 84 Weighted Average 19,829 78.22% Pervious Area 5,522 21.78% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Subcatchment 2S: DA POST Hydrograph —• -- S Runoit 0.95 cfs T pe III 24 r I!YR Rz i of II--2. 5" R n ff re = 51 51Sf Rnff VoIm -= ,71cf R� n ff epth>1. 9" TC= I.0 Inoni , C = 4 0 2 3 4 6 6 7 a 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) 2023-03-29 PRE POST Type 11124-hr 9-YR Rainfall=2.85" Prepared by Kellard Sessions Consulting Printed 3/28/2023 HydroCADO 10 20-2q sin 01808 ©2022 HydroCAD Software Solutions LLC Page 4 Summary for Pond 5P: DETENTION SYS Inflow Area = 25,351 sf, 21.78% Impervious, Inflow Depth > 1.29" for 1-YR event Inflow = 0.95 cfs @ 12.09 hrs, Volume= 2,731 cf Outflow = 0.86 cfs @ 12.13 hrs, Volume= 2,703 cf, Atten=9%, Lag= 2.3 min Primary - 0.86 cfs @ 12.13 hrs, Volume= 2,703 cf Routed to Link 4L : DP-1 POST Routing by Stor-Ind method,Time Span= 2.00-20.00 hrs, dt= 0.01 hrs Peak Elev=210.51' @ 12.13 hrs Surf.Area= 519 sf Storage= 214 cf Plug-Flow detention time= 10.9 min calculated for 2,702 cf(99%of inflow) Center-of-Mass det. time=7.0 min (804.4-797.4) Volume Invert Avail.Storage Storage Description #1A 210.00' 0 cf 34.48'W x 15.061 x 2.67'H Field A 1,385 cf Overall- 1,385 cf Embedded =0 cf x 40.0%Voids #2A 210.00' 833 cf StormTrap ST1 SingleTrap 2-0 x 5 Inside#1 Inside= 82.7W x 24.0"H => 11.84 sf x 14.061= 166.5 cf Outside=82.7"W x 32.0"H => 18.39 sf x 14.06'L= 258.6 cf 5 Chambers in 5 Rows 34.48'x 14.06' Core+0.00' x 0.50' Border= 34.48' x 15.06' System 833 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Primary 210.00' 10.0"Vert. Orifice/Grate C=0.600 Limited to weir flow at low heads #2 Primary 211.50' 1.5' long x 0.5' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 Coef. (English) 2,80 2.92 3.08 3.30 3.32 Primary OutFlow Max=0.86 cfs @ 12.13 hrs HW=210.51' (Free Discharge) 1I=Orifice/Grate (Orifice Controls 0.86 cfs @ 2.44 fps) 2=Broad-Crested Rectangular Weir (Controls 0.00 cfs) 2023-03-29 PRE POST Type Ill 24-hr 1-YR Rainfall=2.85" Prepared by Kellard Sessions Consulting Printed 3128/2023 tydroCAD010 20-2g sln 01808 02022 HydroCAD Software Solutions LLC Page 5 Pond 5P: DETENTION SYS -Chamber Wizard Field A Chamber Model =StormTrap ST1 SingleTrap 2-0(StormTrap ST1 SingleTrap©Type VI) Inside= 82.7"W x 24.0"H => 11.84 sf x 14.06'L= 166.5 cf Outside:--82.7"W x 32.0"H => 18.39 sf x 14.06'L= 258.6 cf 1 Chambers/Row x 14.06' Long = 14.06' Row Length +6.0"Border x 2 = 15.06' Base Length 5 Rows x 82.7"Wide= 34.48' Base Width 32.0"Chamber Height= 2.67' Field Height 5 Chambers x 166.5 cf=832.5 of Chamber Storage 5 Chambers x 258.6 cf+91.9 of Border= 1,384.9 cf Displacement Chamber Storage=832.5 of= 0.019 of Overall Storage Efficiency = 60.1% Overall System Size= 15.06'x 34.48' x 2.67' 5 Chambers(plus border) 51.3 cy Field f 2023-03-29 PRE POST Type I!!24-hr 1-YR Rainfa11=2.85" Prepared by Kellard Sessions Consulting Printed 3/2812023 HYdroCAW 10 20-2q shi 01808 C)2022 HydroCAD SoftW iTe S01uti0ns 1.1 C Page G Pond 5P: DETENTION SYS Hydrograph lnlcwi 0.95 cfs U Primary f — t - - I flow Area=2 ,35�1 0.$6 cfs Peak 1e�=2 51 torage= 1 c U d LL S G '1 8 9 10 11 12. 13. 14 15 16�17 1t� 10 2.0 Time (hours) 2023-03-29 PRE—POST Type Ill 24-hr 9-YR Rainfal1=2.85" Prepared by Kellard Sessions Consulting Printed 3/28/2023 HydroCADV 10.20-2p $ln 01808 ©2022 HydroCAD Software Solutions LLC PaQe 7 Suininary for Link 3L: DP-1 PRE Inflow Area= 25,415 sf, 20.41% Impervious, Inflow Depth > 1.29" for 1-YR event Inflow - 0.91 cfs @ 12.11 hrs, Volume= 2,736 cf Primary = 0.91 cfs @ 12.11 hrs, Volume= 2,736 cf, Atten= 0%, Lag= 0,0 min Primary outflow= Inflow, Time Span=2.00-20,00 hrs, dt=0.01 hrs Link 3L: DP-1 PRE Hydrograph 1 ■Inflow fl 'w Area=2J,415 0.91 cis a Prmlry 3 3 4 5 6 7 8 9 10 11 t2 13 f4 16 16 17 18 19 20 Timo (hours) 2023-03-29 PRE POST Type 111 24-hr 1-YR Rainfall=2.85" Prepared by Kellard Sessions Consulting Printed 3/28/2023 HydroCAD a 10 20-2g s1n 01808 ©2022 HydroCAD Software Solutions LLC Page-8 Summary for Link 4L: DP-1 POST Inflow Area 25,351 sf, 21.78% Impervious, Inflow Depth > 1.28" for 1-YR event Inflow = 0.86 cfs @ 12.13 hrs, Volume= 2,703 of Primary - 0.86 cfs @ 12.13 hrs, Volume= 2,703 cf, Atten= 0%, Lag=0.0 min Primary outflow =Inflow, Time Span=2.00-20.00 hrs, dt-0.01 hrs Link 4L: DP-1 POST Hydrograph f` —]— ■Inflow 0.05 --—— n RE —-- ®Primary y- -.� _.. fl.$fj cfs __v o.85 —1 fc� r a 25�3 1- — .. 0.75 01 0.55. /r f 0.6"ff --- v p 0,45- 0.4 l 0.35 /' 0.3 0.25 / 0.2 / ,— 0.1 0.05 f i 2 3 4 5 6 7 6 9 10 11 12 13 14 15 16 17 18 19 20 Time (!lours) 2023-03-29 PRE POST Type III 24-hr 10-YR Rainfall=5.11" Prepared by Kellar_d Sessions Consulting Printed 3/28/2623 HydroCADO 10 20-2g sfn 01808 0 2022 HydroCAD Software Solutions LLC Page 9 Summary for Subcatchment 1S: DA PRE Runoff - 2.18 cfs @ 12.11 hrs, Volume= 6,700 cf, Depth> 3.16" Routed to Link 3L : DPA PRE Runoff by SCS TR-20 method, UH=SCS, Weighted-CN,Time Span= 2.00-20.00 hrs, dt= 0.01 hrs Type III 24-hr 10-YR Rainfall=5.11" Area (sf) CN Description 5,186 98 Paved parking, HSG D 20,229 80 >75% Grass cover, Good HSG D 25,415 84 Weighted Average 20,229 79.59% Pervious Area 5,186 20.41% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ftlsec) (cfs) 0.6 10 0.2400 0.30 Sheet Flow, Grass: Short n= 0.150 P2= 3.45" 4.9 90 0.0840 0.31 Sheet Flow, Grass: Short n= 0.150 P2= 3.45" 1.9 95 0.0137 0.82 Shallow Concentrated Flow, Short Grass Pasture Kv=7.0 fps 7.4 195 Total Subcatchment 1S: DA PRE Hydrograph 2.18 cfs ®Runo9 __T_ _III 4_hr 2 1 -Y �anfal =5 11' R In , ff rep= 5 15sf Runoff olum�_ ,7 0 cf I RLin�ff a 'th>I3. 6" ,:--F ova-Leing h=.M' -- - LL T — .4mi C = 4 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) 2023-03-29 PRE POST Type Ill 24-hr 10-YR Rainfall=5.11" Prepared by Kella_rd Sessions Consulting Printed 3/28/2023 HydroCAD®10 20-2g sfn 01808 02022 HydroCAD Software Solutions LLC Paae 10 Summary for Subcatchment 2S: DA POST Runoff = 2.28 cfs @ 12.09 hrs, Volume= 6,686 cf, Depth> 3.16" Routed to Pond 5P : DETENTION SYS Runoff by SCS TR-20 method, UH=SCS, Weighted-CN,Time Span= 2.00-20.00 lirs, dt= 0.01 hrs Type III 24-hr 10-YR Rainfall=5.11" Area (sf) CN Description 5,522 98 Paved parking, HSG D 19,829 80 >75%Grass cover, Good, HSG D 25,351 84 Weighted Average 19,829 78.22% Pervious Area 5,522 21.78% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Subcatchment 2S: DA POST Hydrograph ■RunbfY 2.28 cfs T p III 24 hr 2 = 11; -Y FairIfal =511' Runoff Area= 5,351 sf Rjnoff I ol�um = 16 6 f R noff�e th 3.16 o I I P _T =6�0_mi — — LL 1- c�=84 - — - 0 2 3 4 v 8 7 8 10 11 i2 13 14 15 16 17 18 19 20 Time (hours) I 2023-03-29 PRE POST Type t//24-hr 10-YR Rainfall=5.11" Prepared by Kellard Sessions Consulting Printed 3/2812023 HydroCA0010.20-2q s1n 01808 O 2022 H droCAD Software solutions LLC Page 11 Summary for Pond 5P: DETENTION SYS Inflow Area = 25,351 sf, 21.78% Impervious, Inflow Depth > 3,16" for 10-YR event Inflow - 2.28 efs @ 12.09 hrs, Volume= 6,686 cf Outflow = 2.01 cfs @ 12.13 hrs, Volume= 6,647 cf, Atten= 12%, Lag= 2.6 min Primary - 2.01 cfs @ 12.13 hrs, Volume= 6,647 cf Routed to Link 4L: DPA POST Routing by Stor-Ind method, Time Span=2.00-20.00 hrs, dt=0.01 hrs Peak Elev= 211.00' @ 12.13 hrs Surf.Area= 519 sf Storage=417 cf Plug-Flow detention time=7.8 min calculated for 6,643 cf(99%of inflow) Center-of-Mass det. time=5.3 min(782.1 -776.8 ) Volume Invert Avail Storage Storage Description #1A 210.00' 0 cf 34.48'W x 15.06'L x 2.67'H Field A 1,385 cf Overall- 1,385 of Embedded =0 cf x 40.0%Voids 42A 210.00' 833 cf StormTrap ST1 SingleTrap 2-0 x 5 Inside 41 Inside= 82.7"W x 24.0"H => 11.84 sf x 14.06'L= 166.5 cf Outside=82.7"W x 32.0"H => 18.39 sf x 14.061=258.6 cf 5 Chambers in 5 Rows 34.48'x 14.06' Core+ 0.00'x 0.50' Border= 34.48'x 16.06' System 833 of Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices 41 Primary 210.00' 10.0" Vert.Orifice/Grate C= 0.600 Limited to weir flow at low heads #2 Primary 211.50' 1.5' long x 0.5' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1,00 Coef. (English) 2.80 2,92 3.08 3.30 3.32 Primary OutFlow Max=2.01 cfs @ 12.13 hrs HW=211.00' (Free Discharge) �__2=113road-Crested 1=Orifice/Grate (Orifice Controls 2.01 cfs @ 3,68 fps) Rectangular Weir (Controls 0.00 cfs) I 2023-03-29 PRE POST Type U124-hr 10-YR Rainfall=5.1 1" Prepared by Kellard Sessions Consulting Printed 3/2812023 HydroCA08 10 20-29 s/n 01808 02022 HydroCAD Software Solutions LLC Page 12 Pond SP: DETENTION SYS - Chamber Wizard Field A Chamber Model =StormTrap ST1 SingleTrap 2-0(StormTrap ST1 SingleTrapd Type Vl) Inside= 82.7"W x 24.0"H => 11.84 sf x 14.06'L= 166.5 cf Outside=82.7"W x 32.0"H => 18.39 sf x 14.06'L= 258.6 cf 1 Chambers/Row x 14.06' Long = 14.06' Row Length +6.0" Border x 2= 15.06' Base Length 5 Rows x 82,7"Wide= 34,48' Base Width 32.0"Chamber Height=2.67' Field Height 5 Chambers x 166.5 cf= 832.5 cf Chamber Storage 5 Chambers x 258.6 cf+ 91.9 cf Border= 1,384.9 of Displacement Chamber Storage= 832.5 cf=0.019 of Overall Storage Efficiency=60.1% Overall System Size= 15.06'x 34.48' x 2.67' 5 Chambers (plus border) 51.3 cy Field 2023-03-29 PRE—POST Type 11124-ht' 10-YR Rainfall=5.11" Prepared by Kellard Sessions Consulting Printed 3/28/2023 HydroCADO 10.20-2g sfn 01808 O 2022 HydroCAD Software Solutions LLC Page 13 Pond 5P: DETENTION SYS Hydrograph ■Inllow 2.28 Cfs s Pri nary 11 flq_w Ar a=2 ,3 1 f 2 Peakle� 11 ,0002.01 cfs ` to ag =4I ❑ ; : f 2 3 4 5 6 7 S 9 10 11 12 13 14 15 16 17 16 19 2❑ Time (hours) I 2023-03-29 PRE POST Type 11124-hr 10-YR Rainfall=5.11" Prepared by Kellar_d Sessions Consulting Printed 3/28/2023 HydroCAD®10 20-2g sin 01808 ©2022 HydroCAD Software Solutions LLC Paae 14 Summary for Link 3L: DP-1 PRE Inflow Area 25,415 sf, 20.41% Impervious, Inflow Depth > 3.16" for 10-YR event Inflow = 2.18 cfs @ 12.11 hrs, Volume= 6,700 cf Primary = 2.18 cfs @ 12.11 hrs, Volume= 6,700 cf, Atten=0%, Lag=0.0 min Primary outflow = Inflow, Time Span=2.00-20.00 hrs, dt=0.01 hrs Link 31-: DP-1 PRE Hydrograph I ■Inflow 0 Prunary 218 f _.-Infl : wAr- a 5 . cs — 2 W ! r 1- 2 3 4 6 6 7 0 9 10 11 12 13 14 15 iG i7 1ri 19 20 Time (hours) i 2023-03-29 PRE POST Type 11124-hr 10-YR Rainfall=5.11" Prepared by Kellard Sessions Consulting Printed 3/28/2023 HydroCADO 10 20 2g sin 01808 02022 HydroCAD Software Solutions LLC Page 15 Summary for Link 4L: DP-1 POST Inflow Area = 25,351 sf, 21.78% Impervious, Inflow Depth > 3.15" for 10-YR event Inflow = 2.01 cfs @ 12.13 hrs, Volume= 6,647 cf Primary = 2.01 cfs @ 12.13 hrs, Volume= 6,647 cf, Men= 0%, Lag= 0.0 min Primary outflow =Inflow,Time Span=2.00-20,00 hrs, dt=0.01 hrs Link 4L: DP-1 POST Hydrograph - - I ■inflow 1 cfs ®Primary 2.0 2- f` I flow Ar a-r2 ,35'I T! O t'L e % a 2 3 A 5 6 7 8 9 1D 11 12 13 14 15 16 17 18 19 20 Timo (hours) 2023-03-29 PRE POST Type 11124-hr 100-YR Rainfall=9.02" Prepared by Kellard Sessions Consulting Printed 3/28/2023 HydroCAD810 20-2q s/n 01808 0 2022 HydroCAD Software Solutions LLC Page 16 Summary for Subcatchment 1S: DA PRE Runoff - 4.44 cfs @ 12.10 hrs, Volume= 14,171 cf, Depth> 6.69" Routed to Link 3L: DP-1 PRE Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span=2.00-20.00 hrs, dt= 0.01 hrs Type III 24-hr 100-YR Rainfall=9.02" Area(sfl CN Description 5,186 98 Paved parking, HSG D 20,229 80 >75%Grass cover, Good, HSG D 25,415 84 Weighted Average 20,229 79.59% Pervious Area 5,186 20.41% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ftlft) (ftfsec) (cfs) 0.6 10 0.2400 0.30 Sheet Flow, Grass: Short n=0.150 P2=3.45" 4.9 90 0.0840 0.31 Sheet Flow, Grass: Short n= 0.150 P2=3.45" 1.9 95 0.0137 0.82 Shallow Concentrated Flow, Short Grass Pasture Kv=7.0 fps 7.4 195 Total Subcatchment 1 S: DA PRE Hydrograph i RwwN 4.44 cfs T fie; III 4- r __ 4 100- Y R Rai fa 1=9.02 ' RLinc ff Are =2634 5 sf 3 -Run- #f of M =1- 91' 'I cf R n ff ep h>6.6 " Fro Lekgth=.96' -_- 2-+ T =74 min C = .4 l / 0 2 3 4 5 B 7 e 9 10 11 12 19 14 15 16 17 18 19 20 Tim (hours) 2023-03-29 PRE POST Type It/24-hr 100-YR Rainfa1/=9.02" Prepared by Keilard Sessions Consulting Printed 3/28/2023 HydroCAD810 20-2g sin 01808 02022 HydroCAD Software Solutions LLC Page 17 Summary for Subcatchment 28: DA POST Runoff - 4.64 cfs @ 12.08 hrs, Volume= 14,141 cf, Depth> 6.69" Routed to Pond 5P ; DETENTION SYS Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span=2.00-20.00 hrs, dt= 0.01 hrs Type III 24-hr 100-YR Rainfall=9.02" Area (sfl CN Description 5,522 98 Paved parking, HSG D 19,829 80 >75%Grass cover, Good. HSG D 25,351 84 Weighted Average 19,829 78.22% Pervious Area 5,522 21.78% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ftlft) (ft/sec) (cfs) 6.0 Direct Entry, Subcatchment 2S: DA POST Hydrogreph 5 �.._ - �--- - I--..-•-�_.�.� ®Runoff I 4.64 cfs Type Il III 4R r -1- 10= R- - R n ff re =2 ,3 1 Af ^ 3: _Rl n �ff-�01�Im =1 ,'1 1- f- -— . Run c fl' C�epth>6.6 Tc=610 min n _ 2 C = '4 1ILM f f 2 3 S 5 6 7 8 9 1D 11 12 13 14 15 13 17 18 19 20 Tlme (hours) I i 2023-03-29 PRE POST Type f1124-hr 100-YR Rainfall=9.02" Prepared by Kellard Sessions Consulting Printed 3128/2023 HydroCADO 10 20-2g sIn 01808 0 2022 HydroCAD Software Solutions LLC Page 18 Summary for Pond SP: DETENTION SYS InflowArea = 25,351 sf, 21.78% Impervious, Inflow Depth > 6.69" for 100-YR event I nflow = 4.64 cfs @ 12.08 hrs, Volume= 14,141 cf Outflow - 4.40 cfs @ 12.11 hrs, Volume= 14,086 cf, Atten=5%, Lag= 1.6 min Primary = 4.40 cfs @ 12.11 hrs, Volume= 14,086 cf Routed to Link 4L: DP-1 POST Routing by Stor-Ind method,Time Span=2.00-20.00 hrs, dt=0.01 hrs Peak Elev=211.92' @ 12.11 hrs Surf.Area=519 sf Storage= 798 cf Plug-Flow detention time=6.1 min calculated for 14,086 cf(100% of inflow) Center-of-Mass det. time=4.4 min(763.3-768.8) Volume Invert Avail Storage Storage Description #1A 210,00' 0 cf 34.48'W x 15,061 x 2.67'H Field A 1,385 cf Overall- 1,385 cf Embedded =0 cf x 40.0%Voids #2A 210.00' 833 cf StormTrap ST1 SingleTrap 2-0 x 5 Inside#1 Inside= 82.7"W x 24.0"H => 11.84 sf x 14.061= 166.5 cf Outside= 82.7"W x 32.0"H => 18.39 sf x 14.06'L= 258.6 of 5 Chambers in 5 Rows 34.48'x 14.06' Core+ 0.00' x 0.50' Border= 34.48' x 15.06' System 833 of Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Primary 210.00' 10.0"Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads #2 Primary 211.50' 1.5' long x 0.5' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 Coef. (English) 2.80 2.92 3.08 3.30 3.32 Primary OutFlow Max=4.40 cfs @ 12.11 hrs HW=211.92' (Free Discharge) 11=06fice/Grate (Orifice Controls 3.22 cfs @ 5.90 fps) 2=Broad-Crested Rectangular Weir (Weir Controls 1.18 cfs @ 1.89 fps) 2023-03-29 PRE POST Type 111 24-hr 100-YR Rainfall=9.02" Prepared by Kellard Sessions Consulting Printed 3/28/2023 HydroCADO 10 20-2g stn 01808 ©2022 HydroCAD Software Solutions l_LC Page 19 Pond 5P: DETENTION SYS - Chamber Wizard Field A Chamber Model =StormTrap ST1 SingleTrap 2-0 (StormTrap ST1 SingleTrap(D Type VI) Inside=82.7"W x 24.0"H => 11.84 sf x 14.061= 166.5 cf Outside=82.7"W x 32.0"H => 18.39 sf x 14.06'L= 258.6 cf 1 Chambers/Row x 14.06' Long = 14.06' Row Length +6.0" Border x 2= 15.06' Base Length 5 Rows x 82.7"Wide= 34.48' Base Width 32.0"Chamber Height=2.67' Field Height 5 Chambers x 166.5 cf= 832.5 cf Chamber Storage 5 Chambers x 258.6 cf+ 91.9 cf Border= 1,384.9 cf Displacement Chamber Storage= 832.5 cf=0.019 of Overall Storage Efficiency =60.1% Overall System Size = 15.06'x 34.48'x 2.67' 5 Chambers(plus border) 51.3 cy Field r 2023-03-29 PRE POST Type 11124-ht- 100-YR Rainfall=9.02" Prepared by Kellard Sessions Consulting Printed 3/28/2023 HydroCADD 10 20-2q sin 01808 ©2022 HydroCAD Software Solutions LLC Page 20_ Pond 5P: DETENTION SYS Hydrograph - - --- ■inlloy, 4.64 cfs 9 Primary Inflow �r a t ,3 1 4.40 cfs torage= 9 cf 3 " ca o LL j`J 2- frl 1- i Q i 2 3 4 5 6 7 e 9 10 11 12 13 14 15 16 17 18 19 20 Tho (hours) 2023-03-29 PRE POST Type 11124-hr 100-YR Rainfall=9.02" Prepared by Kellard Sessions Consulting Printed 3/28/2023 H droCADS 10.20-2 s/n 01808 02022 H droCAD Software Solutions LLC Page 21 Summary for Link 3L: DP-1 PRE Inflow Area= 25,415 sf, 20.41% Impervious, Inflow Depth? 6,69" for 100-YR event Inflow = 4.44 cfs @ 12.10 hrs, Volume= 14,171 cf Primary = 4.44 cfs @ 12.10 hrs, Volume= 14,171 cf, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 2.00-20.00 hrs, dt=0.01 hrs Link 3L: DP-1 PRE Hydrograph ■1ncn—w E1 Primary i 5 4.44 cfs i 9 ff o f� E 2-f 1 , f ! f AA 2 3 4 5 6 7 8 9 10 11 12 13 1A 15 16 17 18 19 20 Time (hours) 2023-03-29 PRE POST Type lU 24-hr 100-YR Rainfall=9.02" Prepared by Kellard Sessions Consulting Printed 3/28/2023 HydroCAD010.20-2p s/n 01808 (02022 HydroCAD Software Solutions LLC Page 22 Summary for Link 4L: DP-1 POST Inflow Area = 25,351 sf, 21.78% Impervious, Inflow Depth > 6,67" for 100-YR event Inflow = 4.40 cfs @ 12.11 hrs, Volume= 14,086 cf Primary — 4.40 cfs @ 12.11 hrs, Volume= 14,086 cf, Atten= 0%, Lag=0.0 min Primary outflow= Inflow,Time Span= 2.00-20.00 hrs, dt= 0.01 hrs Link 4L: DP-1 POST Hydrograph ■Inliow 4.40 cfs ®Pnmary -Ail flow An .a=2 4 3 u a i 2- 1 " 0 2 3 4 5 B 7 B 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) APPENDIX i DESIGN DATA AND SPECIFICATIONS • WEB SOIL SURVEY • NORTHEAST REGIONAL CLIMATE CENTER EXTREME PRECIPITATION DATA TABLES KELL:D 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 States Department of NRCS Agriculture and other Westchester Federal agencies,State Natural agencies including the Resources Agricultural Experiment County, New Conservation Stations,and local Service participants York 15 Paddock Rd, Rye Brook 1 } 1 i �M March 28, 2023 Preface Soil surveys contain information that affects land use planning in survey areas. They highlight soil limitations that affect various land uses and provide information about the properties of the soils in the survey areas. Soil surveys are designed for many different users, including farmers, ranchers, foresters, agronomists, urban planners,community officials, engineers, developers, builders, and home buyers. Also, conservationists,teachers,students,and specialists in recreation,waste disposal, and pollution control can use the surveys to help them understand, protect, or enhance the environment. Various land use regulations of Federal, State, and local governments may impose special restrictions on land use or land treatment, Soil surveys identify soil properties that are used in making various land use or land treatment decisions. The information is intended to help the land users Identify and reduce the effects of soil limitations on various land uses.The landowner or user is responsible for identifying and complying with existing laws and regulations. Although soil survey information can be used for general farm, local, and wider area planning,onsite investigation is needed to supplement this information in some cases. Examples include soil quality assessments (http://www.nres.usda.govtwps/ portal/nres/main/soilsthealth/)and certain conservation and engineering applications. For more detailed information, contact your local USDA Service Center (https://offices.se.egov.usda.govnocatorlapp?agency=nres)or your NRCS State Soil Scientist(http:/Iwww.nres.usda.govtwps/portal/nres/detaiUsoils/contactus/'? cid=nres142p2_053951). Great differences in soil properties can occur within short distances. Some soils are seasonally wet or subject to flooding. Some are too unstable to be used as a foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic tank absorption fields. A high water table makes a soil poorly suited to basements or underground installations. The National Cooperative Soil Survey is a joint effort of the United States Department of Agriculture and other Federal agencies,State agencies including the Agricultural Experiment Stations, and local agencies.The Natural Resources Conservation Service(NRCS)has leadership for the Federal part of the National Cooperative Soil Survey. Information about soils is updated periodically. Updated information is available through the NRCS Web Soil Survey, the site for official soil survey information. The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color, national origin,age,disability, and where applicable,sex, marital status, familial status, parental status, religion, sexual orientation, genetic information, political beliefs,reprisal,or because all or a part of an individual's income is derived from any public assistance program. (Not all prohibited bases apply to all programs.) Persons with disabilities who require 2 alternative means for communication of program Information(Braille, large print, audiotape, etc.)should contact USDA's TARGET Center at(202)720-2600(voice and TDD).To file a complaint of discrimination,write to USDA, Director, Office of Civil Rights, 1400 Independence Avenue,S.W.,Washington, D.C.20250-9410 or call (800)795-3272 (voice) or(202)720-6382(TDD).USDA is an equal opportunity provider and employer. 3 Contents Preface....................................................................................................................2 SoilMap.................................................................................................................. 5 Soil Map........................................................ .. ........................................... ...........6 Legend..................................................................................................................7 gend..................................................................................................8 Map Unit Le MapUnit Descriptions..........................................................................................8 Westchester County, New York.......................................................................10 UhB—Urban land-Chariton complex.3 to 8 percent slopes........................10 References............................................................................................................12 4 Soil Map The soil map section includes the soil map for the defined area of interest, a list of soil map units on the map and extent of each map unit, and cartographic symbols displayed on the map.Also presented are various metadata about data used to produce the map, and a description of each soil map unit, II 5 Custom Soil Resource Report 3 Soil Map 6 film 61(YAD 61M 6im 61M 6100 60490 41.1'33'N t� Is f t .1 y�yy n ;;ff 3 in. yy r. 1 . AL•1'30•N 4L-1'30'N I 810190 6'IYrW G04:,� G10k0 G10M 810" 010i0D I 3 vWp5m1c:1;4401fp6tedonApcibalt(8,5'xll")sheet. N Melrrs 0 5 SO 20 30 'Fed 0 20 .q 60 120 mp pro)mLien:Web Mermtor Corner•oordnd--;%IGSM Edge hcs:UfM Zone 18N%%'G-%a 6 N m (n N .y V N N cII N i T7 a� ci c� o� o a iv�yy N No � ,d p U N N n7 Z _O cn � E C1 'O (0) 0. N Q) N p (I) (J Q rnCL U C m "O . ` C� O 0 E O m Qa is m co a � a e U NcaC E C M 00 0 0 �. fY j N W E ro N -`�. r: Ql C:1 N 'O Z Z d N E N'a QO = O a c Q U) < N -a L O y O m'ati � U W <° � �� m co N n � � _ p m m O 07 U 'T •' N N.O fn P_ Gay Vl 7. ? L O O N _1 T N C V L O 0 00 N D E-'m E LL. Q) _ C 7 O 8 m W D U C E N to N L -0 N z C C 0) - 7 b Z;.O N O.O N G !o a N n a E o y� a� c`0i m m Z o as a ° L m �> o Pw c M C CL O T N D N Cl Q) 2 U O 'y m al i o 11 7 N N E O .J U7 N G N c`h N lC7 N m E ao m m JQ m� n y4 � c u� N I c m n m Ea'1- y °1 Za,4t = o� ti u a, n� m � m E ornd3 p o -; M N N O (D O•�cn P -o 'L N E a) Ern 0, m O E OA eQ Noo C . 0 mO 0, IV C R w cn d) C CG m 0 o20v, n c n jimm m O m O N� m W O E U a o 0 O Ul O n- N Q7 U O U w _ C N r o, U) y a v D C = N m M O n O O U O 7 � p fr O fp C (] N N U to u7 � r O m e; c 0 Lij 0 t-- m W h �Qy' Q 04 N G Cn Ln v O C p p a m u. m _' d U o 0 w m O > N a v m c LL L o G7 O 4 P C O O 4 O D,• N C) o iG N y G U � ¢ co m rn •o m m c� c:) 0 c7 � '� � 2 n a a m � � 'cn � u) y a c A +1) ts an G1ON Custom Soil Resource Report Map Unit Legend Map Unit Symbol Map Unit Name Acres in A01 Percent of A01 U11B Urban land-Charlton complex.3 0.7 100.0% to 8 percent slopes Totals for Area of Interest 0.7 100.0% 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. 8 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. 9 Custom Soil Resource Report Westchester County, New York UhB—Urban land-Charlton complex, 3 to 8 percent slopes Map Unit Setting !National map unit symbol: 2wh1 I Elevation: 0 to 710 feet Mean annual precipitation: 36 to 71 inches Mean annual air temperature: 39 to 55 degrees F Frost-free period. 140 to 240 days Farmland classification: Not prime farmland Map Unit Composition Urban land: 50 percent Charlton and similar soils:25 percent Moor components. 8 percent Estimates are based on observations, descriptions, and transects of tine mapunit. Description of Urban Land Typical profile M-0 to 10 inches: cemented material Properties and qualities Slope:3 to 8 percent Depth to restrictive feature:0 inches to manufactured layer Runoff class: Very high Capacity of the most limiting layer to transmit water(Ksat):Very low(0.00 to 0.00 inlhr) Available"later supply, 0 to 60 inches: Very low(about 0.0 inches) Interpretive groups Land capability classification(irrigated): None specified Land capability classification(nonirrigated): 8 Hydrologic Soil Group: D Hydric soil rating: Unranked Description of Charlton Setting Landform:Ridges, hills, ground moraines Landform position(two-dimensional):Summit,shoulder, backslope Landform position(three-dimensional):Side slope, crest Down-slope shape:Convex, linear Across-slope shape:Convex Parent material:Coarse-loamy melt-out till derived from gneiss, granite, and/or schist Typical profile Ap-0 to 7 inches: fine sandy loam Bw-7 to 22 inches: gravelly fine sandy loam C-22 to 65 inches: gravelly fine sandy loam Properties and qualities Slope:3 to a percent Depth to restrictive feature: More than 80 inches 10 Custom Soil Resource Report Drainage class:Well drained Runoff class: Low Capacity of the most limiting layer to transmit water(Ksat): Moderately low to high (0.14 to 14.17 in/hr) Depth to water table:More than 80 inches Frequency of flooding: None Frequency of ponding: None Maximum salinity: Nonsaline (0.0 to 1.9 mmhos/cm) Available water supply, 0 to 60 inches: Moderate(about 6.9 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (noninigated): 2e Hydrologic Soil Group: s Ecological site: F144AY034CT-Well Drained Till Uplands Hydric soil rating: No Minor Components Leicester Percent of map unit:8 percent Landform:Ground moraines,drainageways, depressions, hills Landform position (two-dimensional): Footslope, toeslope Landform position (three-dimensional): Base slope Down-slope shape:Concave, linear Across-slope shape:Concave Hydric soil rating: Yes 11 References American Association of State Highway and Transportation Officials(AASHTO). 2004.Standard specifications for transportation materials and methods of sampling and testing, 24th edition. American Society for Testing and Materials(ASTM).2005. Standard classification of soils for engineering purposes.ASTM Standard D2487-00. Cowardin, L.M.,V. Carter, F.C. Golet, and E.T. LaRoe. 1979.Classification of wetlands and deep-water habitats of the United States, U.S. Fish and Wildlife Service FWSIOBS-79/31. Federal Register. July 13, 1994. Changes in hydric soils of the United States. Federal Register.September 18, 2002. Hydric soils of the United States. Hurt, G.W.,and L.M.Vasilas, editors.Version 6.0,2006.Field indicators of hydric soils in the United States. National Research Council. 1995.Wetlands: Characteristics and boundaries. Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S. Department of Agriculture Handbook 18. http://www.nres.usda.govtwps/portal/ nres/detaillnational/soils/?cid=n resl42p2_054262 Soil Survey Staff. 1999. Soil taxonomy:A basic system of soil classification for making and interpreting soil surveys.2nd edition. Natural Resources Conservation Service, U.S. Department of Agriculture Handbook 436. http:ll www.nres.usda.govlwps/portallnres/detail/national/soils/?cld=nres142p2 053577 Soil Survey Staff.2010. Keys to soil taxonomy. 11th edition. U.S. Department of Agriculture, Natural Resources Conservation Service. http:// www.nres,usda.govlwps/portal/nres/detail/national/soilsl?cid=nresl42p2_053580 Tiner,R.W., Jr, 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and Delaware Department of Natural Resources and Environmental Control,Wetlands Section. United States Army Corps of Engineers, Environmental Laboratory. 1987, Corps of Engineers wetlands delineation manual. Waterways Experiment Station Technical Report Y 87-1. United States Department of Agriculture, Natural Resources Conservation Service. National forestry manual. http:/Iwww.nres.usda.gov/wps/portal/nres/detail/soils/ home/?cid=nres142p2_053374 United States Department of Agriculture, Natural Resources Conservation Service. National range and pasture handbook. http:/1www.nres.usda.govAmps/portaVnres/ detailinational/landuse/rangepasture/?cid=stelprdb1043084 12 Custom Soll Resource Report United States Department of Agriculture, Natural Resources Conservation Service. National soil survey handbook,title 430-VI. http:/Iwww.nres.usda.gov/wps/portaY nres/detail/soils/sclentistsncld=nres142p2 054242 United States Department of Agriculture, Natural Resources Conservation Service. 2006. Land resource regions and major land resource areas of the United States, the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296.http:ilwww.nres.usda.govtwps/portal/nres/detail/national/soils/? cid=nres142p2_053624 United States Department of Agriculture, Soil Conservation Service. 1961. Land capability classification. U.S. Department of Agriculture Handbook 210. http:// www.nres.usda.govAntemet/FSE—DOCUMENTS/nrcsl42p2_052290.pdf 13 11/8122,3:35 PPA Extreme Precipitation Tables:41.026°N,73.686°W Extreme Precipitation Tables Northeast Regional Climate Center Data represents point estimates calculared from partial duration series.All precipitation amounts are displayed in inches, Smoothing Yes State New York Location Longitude 73.686 degrees West Latitude 41.026 degrees Nortli Elevation 0 feet Datcl'fime Tue,08 Nov 2022 15:34:59-0500 Extreme Precipitation Estimates 5111iu I 10n,in 15min 30min 60miu 120min lhr 2hr 31u• 611r 12hr 24hr 48hr iday May 4day Way 10day lyr 0.34 0.51 0.64 0.84 1.04 1.30 lyr 0.90 1.23 1.50 1.86 2.30 2.85 3.20 lyr 2.52 3.07 3.56 4.29 4.93 lyr 2yr 0.40 0.62 0,77 1.02 1.28 1.60 lyr 1.11 1.49 1.84 2.28 2.80 3.45 3,87 2yr 3.05 3.72 4.27 5.08 5.75 2yr Syr 0.47 0.74 0.93 1.24 1.59 2.00 Syr 1.37 1.94 2.31 2.86 3.52 4.31 4.89 5yr 3.82 4.70 5.45 6.38 7.13 Syr 10yr 0.53 0.84 1.06 1.44 1.87 2.38 10yr 1.61 2.16 2.75 3.41 4.19 5.11 3.94 10yr 4.52 5.61 6.56 7.59 8.40 10yr 25yr 0,62 0.99 1.26 1.74 2.32 2.98 25yr 2.00 2.67 3.47 4.31 528 6.40 7,38 25yr 5.67 7,10 8.39 9.56 10.42 25yr 50yr 0.71 1.14 1.46 2.04 274 3.55 1 50yr 2.36 3.13 4.13 5.13 6.27 7.60 8.82 50yr 6.72 8.48 10.10 11.37 12.27 50yr 100yr 0.80 1.30 1.68 2.37 3.24 4.22 100yr 2.79 3.69 4.92 6.11 7.47 9.02 10.54 100ye 7.98 10.13 12.17 13.54 14.45 100yr 200yr 0.92 1.49 1.93 2.77 3.83 5.02 200yr 3.30 4.34 5.86 7.?.9 8.90 10.11 12.60 200y, 9.47 12.11 14.67 16.12 17.03 200y, 500yr 1.10 1.81 2.36 3.42 4.78 6.31 500yi• 4.13 5.38 7.39 9.19 11.?.0 13.45 15.96 SOOy, 11.90 ]5.35 18.80 20.32 2l.lU SOOy, Lower Confidence Limits 5miu 10min 15min 30min 60min 120minj lhr 2111- 3hr 6hr 12he 24hr 48hr lday 2day 4day 7day 10day lyr 0.26 0.41 0.50 0.67 0,83 0.91 lyr 0.71 0.89 1.34 1.61 1.96 2,57 2.63 lyr 2?7 2,53 3.13 3.68 4.34 lyr 2yr 039 0.61 0.74 1.01 l24 1.50 2yr 1_07 1.46 1.70 2.20 2.76 3.34 3.75 2yr 2.96 3.61 4.12 4.92 5.59 2yr 5yr 0,43 U7 0.83 1,14 1.4$ 1.75 5yr 1.25 1,71 1,99 2.60 3.26 3.99 4.51 Syr 3.53 4.35 5.01 5.87 6.63 Syr 10yr 0.47 0.73 0.90 1.2.6 1.63 1.97 10yr 1.40 1.93 2,23 2.97 3.73 4.57 5.23 1.0yr 4.04 5.03 5,91 6.57 7.54 10yr 25yr 0.52 0.78 0.98 1.39 US 2.30 25yr 1.58 2.25 2.60 3.50 4.45 SAS 1 6.32 25yr 4,82 0.08 7,08 7.57 8.95 25yr 50yr 0.54 0.82 1.03 1.48 1.99 2.58 50yr 1,71 2.52 2.94 3.99 5.10 6.24 7.32 50yr 5.52 1.03 8.22 8.30 10.19 50yr 100yr 0.58 0,87 1.10 1.58 2,17 2.88 t00yr 1.97 2.81 3.31 4.55 5.85 7.14 3A7 100yr 6.32 8.14 9,55 9.13 11.59 100yr 200yr 0.62 0.93 1.18 1.71 2.38 3.23 200yr 2.05 3.16 3.73 5.21 6.74 8.19 9.81 200yr 7.25 9.43 11.11 9.94 13.22 200yr 500yr 0.67 0.99 1.23 1.86 2.64 3.75 500yr 2,28 3.67 4.38 6.28 8.1.5 IT83 11.91 500yr 8.70 11.46 13.59 11,041 15,74 500yr, Upper Confidence Limits 5min 10min Main 30min 60min 120min Ihr 2hr 3hr 6hr 121u• 24hr 48hr lday 2day 4day May today lyr 0.37 0.57 0.69 0.93 1.15 1.39 lyr 0.99 1.35 1.59 2.09 2.64 1 3.12 3.54 1yr 2.77 3-40 1 3.84 1 4.66 5.30 lyr 2yr 0.43 0.66 0.81 1.10 136 1.59 2yr 1.17 1.55 1,81 2.33 2.90 3.57 4.02 2yr 3.16 3.96 4.42 5.40 5.97 2yr 5yr 0,52 0,80 0.99 1.36 1,74 2,03 5yr 1-50 1.98 2.34 2.99 3.73 4.65 5.32 5yr 4.12 5.12 3.99 6.88 7.71 Syr 10yr 0.62 0.95 1.18 1.65 2.13 2.44 10yr 1.84 2.39 2.86 3.60 4.52 5.68 6.56 10yr 5,03 6.31 7,31 8.48 9.37 10yr 25yr 0.80 1.21 1.51 2.1i 2.83 3.15 1 21yr 2.44 3.08 3.75 4.62 5.80 7.42 8.67 25yr• 6.56 8.33 9.75 11.21 12.12 25yr 50yr 0,95 1,45 1.81 2.60 3,49 3.82 50yr 3.02 3.74 4.60 5.59 7.01 9.07 10.71 50yr 8.03 10.29 12,12 13.85 14.71 50•vr 100yr 1.16 1.75 2.19 3.16 4.34 4.66 1003,r 3.75 4.55 5.63 6.77 18.47 111.09 13.22 100yr 9.81 12.71 15.07 17.09 17,96 100yr 200yr 1.40 2.11 2.07 3.86 5.39 5.07 200y1, 4.65 5.54 6.91 8.19 110.24113.57 16.31 200yr 12.01 15.68 18.73 21.12 21.68 200yr 500yr 1.82 2.71 3.49 5.07 7.21 7,35 500yr 6,22 7,18 9.05 to.54 13,15 117.72 21.55 500yr 15.68 20.72 2,08 28.07 28.01 SOpyr rorYr.�AG'14S Norihoasl Regiatr+l Climate Con ter precip.eas.cornell.eduldala.php?1667939699562 111 Building Permit Check List&Zoning Analysis Address: 1 (Ick 66 0 C 1� () SBL: ,Zone: (S'`C Use: -2-l-0 Const.Type: �� Other. 1 Submittal Date: > 3� -ao evisions Submittal Dates: APR 14 2023 Applicant: \_C�<'Z\\ 1 R PIA Nature of Work Ok (d-ve_Q r N OS V to r)(3 f Reviews:ZBA: APR 13 2023 PB• BOT• Other. OK FEES:Filing. V�, BP: 14Z C� O: Flood Plane: Legalization ( ) ( "P: Dated: Notarized: / SBL:_�Truss I.D. Cross Connection H.O.A.: ( ) ( ) Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening. ( ) ( ) ENVIRO:Long: Shore Fees: N/A; (� ( ) ITE PLAN:Topo: i/Site Protection; S/W Mgmt.: Tree Plan Other. ( ) ( URVEY:Dated: Current Archival: Sealed: Unacceptable: ( ) (�LOLANS:fate?7ed iCopies: ��Electronic: ✓ Other.icense: kers Comp: Liability. ✓ Comp.Waiver. Other. (.�CODE 753#: QC?Q Ln:3-- 004 — 64_ii G Dated: 9-& --Q N/A: ( ) ( ) HIGH-VOLTAGE ELECTRICAL:Plans: Permit N/A: Other. ( ) ( ) LOW-VOLTAGE ELECTRICAL:Plans: Permit N/A Other. ( ) ( ) FIRE ALARM/SMOKE DETECTORS:Plans: Permit H.W.I.C.:_Battery:_Other. ( ) ( ) PLUMBING:Plans: Permit Nat.Gas: LP Gas: N/A/: Other: ( ) ( ) FIRE SUPPRESSION:Plans: Permit N/A Other. ( ) ( ) H.V.A.C.: Plans: Permit N/A Other. ( ) ( ) FUEL TANK:Plans: Permit Fuel Type: Other. O O 2020 NY State ECCC: N/A: Other. (� ( ) Final Survey Final Topo: RA/PE Sign-off Letter. As-Built Plans: Other. ( ) ( ) BP DENIAL LETTER: C/O DENIAL LETTER. Other. ( ) ( ) Other. tntg.date approval• notes - 4P ( )ZBA mtg.date: approvaL• notes: (OB mtg.date: / approval• notes: REQUIRED EXISTING PROPOSED NOTES APPRQVLU t 5 0 O a �i►5 r,+o L�.�; �•�,sz „ JUN 3 0 2023 Ckde Fm 1-15 Front Front: Sides: Rcgr o Main Cov: b b Accs.Cow �.O _ �1 r7 O Y- Ft.H Sb: S .H Sb: Tot,imp: O S _�' .Gr7 N o ee.A (yak%D (tee 3 Ft, Pazkin4: Height/Stories: notes: s,k e u'n ('e U\ BUILDIN-6, RTMENT D VILL OF RY ` OOK MAR 3 0 2023 938 KING ET RYE BR ;K ,NY 10573 4 9 9-0 �j` 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: 15 Paddock Road, Rye Brook,NY 10573 Date of Submission: Parcel ID#: 135.26/1/53 Zone: R-15 3/30/2023 Proposed Improvement(Describe in detail): APPLICANT CHECK LIST: Regrading of rear yard, installation of drainage MUST BE COMPLETED BY THE APPLICANT improvements and tree plantings;construction of patio The following items must be submitted to the Building (400 s.f.) Department by the applicant-no exceptions. Property Owner: Frank Santorelli 1. (V)Completed Application 2. (V)Two(2)sets of sealed plans. (one full size (maximum Address: 15 Paddock Road allowable plan size=36"x 42"1 and one 11"x17") 3. (0 Two(2)copies of the property survey. Phone# 914-500-5631 4. (V)Two(2)copies of the proposed site plan. Applicant appearing before the Board: 5. (J)One electronic/disc copy of the complete Joseph M. Cermele, P.E.,CFM application materials. 6. (V) Filing Fee. Address: 500 Main Street,Armonk,NY 10504 7. (V)Any supporting documentation. 8.?*A) HOA approval letter. ('(applicable) Phone# 914-273-2323 9. (V) Photographs. echitact/Engineer: Joseph M. Cermele, P.E.,CFM I0.(V) Samples of finishes/color chart. (a sample board or model may be presented the night of the meeting) Phone# 914-273-2323 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 30 Sworn to before me this 30th day of 14R , 20 2-3 day of arc 0 23 azure of erty Owne irii—ca-nt . Cermele, P.E., CFM Print Name of Property Owner Print Name of Ap licant Notary Public Notary Public III VINCENZO FEDERICI VINCENZO FEDERICI No.01FE6392056 Notary Public,State of New York Notary Public,State of New York 01 Qualified in Dutehess County No.01FE6392056 commission Expires May 20,20� Qualified In Dutehess County I2i2021 commission Expires May 20,20ju ' I Architectural Review Board June 21,2023 1.11. ARB23-060 Shyam Sivakimar&Vimala Raman 52 Bonwit Road New boulder wall,bluestone steps and wood railing. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.12. ARB23-061 Frank Santorelli 15 Paddock Road New rear patio. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.13. ARB23-062 Irakli Odisharia&Victoria Goginava-Odisharia 18 Jennifer Lane Above-ground swimming pool. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.14. ARB23-044 (Re-Appearance) Joshua Rosen&Alison Rosen 6 Fairlawn Parkway New two-story single-family dwelling with finished basement. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes NEXT MEETING: July 19,2023 Page 3 of 3 dR(j Village of Rye Brook ML MR Agend FB SE `tt' �:� Architectural Review Board Meeting AC SF c � Wednesday,June 21, 2023 at 7:30 PM J Village Hall, 938 King Street �1 1. ITEMS: 1.1. ARB23-052(Consent Agenda) Brian Balanoff&Jamie Balanoff 1 Maplewood Lane 5'high white PVC privacy fence. 1.2. ARB23-053 (Consent Agenda) David Krahn&Catherine McManus 4 Elm Hill Drive 5'high white vinyl fence and gates. 1.3. ARB23-054(Consent Agenda) Brian Spohrer&Kristy Spohrer 781 King Street Replace existing pavers. 1.4. ARB23-055 (Consent Agenda) Michael Cambria&Jamie Chiariello 101 Brush Hollow Close New brick paver patio. 1.5. ARB23-056 (Consent Agenda) Mark Goldstein 40 Valley Terrace Rooftop solar array. 1.6. ARB23-063 (Consent Agenda) Daniel Brous&Jennifer Brous 52 Lincoln Avenue Replace decking and railing on existing deck. Consent Agenda Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes Page 1 of 3 Architectural Review Board June 21,2023 1.7. ARB23-012 (Amendment to Prior Approval) Lal Jhangimal&Prisha Parvani 4 Bobbie Lane Adding windows and color changes. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.8. ARB23-057 Sayim Malik&Uzma Malik 10 Lincoln Avenue Legalize rear retaining wall,masonry patio,fire pit,masonry steps at retaining wall,poured concrete apron around house,driveway expansion and new wood fence. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.9. ARB23-058 Kevin McNamara&Lillian McNamara 6 Tamarack Road New deck. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.10. ARB23-059 Srivatsan Raghavan&Janani Ranganathan 436 North Ridge Street Window and door changes. 5'high chain-link fence and 4'high white vinyl picket fence. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes Page 2 of 3 KELLARD John Kellard, P.E. David Sessions, RLA, AICP •10 L9 Joseph M. Cermele, P.E., CFM Jan K. Johannessen, AICP VIA HAND DELIVERED D L� �C P V IE ID FMAR 2 9 2023 March 29, 2023 1—---- VILLAGE OF RYE BROOK BUILDING DEPARTMENT Planning Board Village of Rye Brook 938 King Street Rye Brook, NY 10573 Attn: Mr. Robert Goodman, Chair RE: Santorelli Residence 15 Paddock Road Rye Brook, New York Dear Chair Goodman: On behalf of the applicant, Mr. Frank Santorelli, Kellard Sessions Consulting is pleased to submit, herewith, one (1) copy of the materials listed below in connection with the above-referenced project. The applicant is proposing minor regrading, drainage improvements and planting in the rear yard of the residence to correct poor drainage conditions. The enclosed plans, dated March 29, 2023, have been provided for the Planning Board's review. In addition to the hard copies, an electronic copy of the submission materials has also been emailed to the Village of Rye Brook Planning Board. The submission materials include: ■ Site Plan Set, prepared by Kellard Sessions Consulting, dated (last revised) March 29, 2023, consisting of the following sheets: o Existing Conditions and Removals Plan 1/2 o Grading, Utilities, and Erosion and Sediment Control Plan 2/2 ■ Stormwater Management Report, prepared by Kellard Sessions Consulting, dated March 2023 ■ Village of Rye Brook, Building Department, Application for Site Plan Approval, dated March 29, 2023 CIVIL ENGINEERING I LANDSCAPE ARCHITECTURE i SITE & ENVIRONMENTAL PLANNING 500 MAIN STREET ! ARMONK, NY 10504 1 T: 914.273.2323 1 F: 914.273.2329 WWW.KELSES.COM Mr. Robert Goodman, Chair March 29, 2023 Page 2 ■ Short Environmental Assessment Form, dated March 29, 2023 ■ Village of Rye Brook, 250 foot Abutters List Report ■ Check#272 in the amount of$2,500.00 ■ Check#273 in the amount of$325.00 We respectfully request that this application be included on the April 13, 2023 Planning Board Agenda for review of the Site Plan. We thank the Board in advance, for their time and consideration reviewing this project. As always, please contact me with any questions or if you require further information. Very truly yours, J s h M. Cermele, P.E., CFM lard Sessions Consulting J MC/gt Enclosures cc: Frank Santorelli https://kellardsmsionsconsulti.sharepoint.com/sites/Kellard/Projed Ooa P/RYSANTORELLI100/KSCCorrespondence/2023-03-29 RYSANTORELLII00_Rye Brook PB_Goodman Submission Ltr.doa KELLARD John Kellard, P.E. David Sessions, RLA, AICP IRWOMRS 63W6,10 • Joseph M. Cermele, P.E., CFM Jan K. Johannessen, AICP VIA HAND DELIVERED DDMarch 30, 2023 MAR 3 0 2023 VILLAGE OF RYE. BROOK Architectural Review Board BUILDING DEPARTMENT Village of Rye Brook 938 King Street Rye Brook, NY 10573 Attn: Mr. Mitchell Levy, Architectural Review Board Chair RE: Santorelli Residence 15 Paddock Road Rye Brook, New York Dear Chair Levy: On behalf of the applicant, Mr. Frank Santorelli, Kellard Sessions Consulting is pleased to submit, herewith, copies of the materials listed below in connection with the above-referenced project. The applicant is proposing minor regrading,drainage improvements,tree plantings,and construction of a 400 s.f.patio(net increase)in the rear yard of the residence. The enclosed plans,dated March 29, 2023, have been provided for the Architectural Review Board's review. In addition to the hard copies, an electronic copy of the submission materials has also been emailed to the Village of Rye Brook Architectural Review Board. The submission materials include: ■ Village of Rye Brook, Exterior Building Permit Application, dated March 30, 2023, signed and notarized ■ Check#275 in the amount of$75.00(Residential Application Fee) ■ Completed and Sign Application Checklist ■ Site Plan Set, prepared by Kellard Sessions Consulting, dated (last revised) March 29, 2023 (1 full size and one (1) 11x17), consisting of the following sheets: o Existing Conditions and Removals Plan 1/2 o Grading, Utilities,and Erosion and Sediment Control Plan 2/2 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE SITE & ENVIRONMENTAL PLANNING 500 MAIN STREET ARMONK, NY 10504 I T: 914.273.2323 I F: 914.273.2329 WWW.KELSES.COM Mr. Mitchell Levy, Chair March 30, 2023 Page 2 ■ Recent Survey of the Subject Property (2 copies) ■ Photo Key Plan, prepared by Kellard Sessions Consulting, dated March 30, 2023, consisting of the following sheets: o Photo Key Plan 1/2 o Photo Key Plan 2/2 ■ Samples of Patio Materials and Finishes ■ One electronic(disc) Copy We respectfully request that this application be included on the May 17, 2023 Architectural Review Board Agenda for review of the Site Plan and application. We thank the Board in advance for their time and consideration reviewing this project. As always, please contact me with any questions or if you require further information. Very ru our s ph M.Cermele, P.E., CFM ellard Sessions Consulting J MC/gt Enclosures cc: Frank Santorelli https://kelIardsessionsconsultisharepointcom/sites/KelIard/Project Docs P/RYSANTORELL1300/KSC Correspondence/2023 03-30_RVSANTORE LLI300_Rye Brook PB_Levy_Submission Ltr.doa Laura Petersen From: Tara Orlando Sent: Wednesday, September 6, 2023 2:36 PM To: Laura Petersen Subject: Fwd: 15 Paddock Road Attachments: Westchester Hills Landscaping, Home Improvement License.pdf,Village of Rye Brook - Liab.pdf,Village of Rye Brook -WC.pdf,Village of Rye Brook - DBL.pdf; UDig Exactix Ticket.pdf Tara A. Orlando Planning Board &Zoning Board of Appeals Secretary Village of Rye Brook 938 King Street Rye Brook, New York 10573 (914)939-0668 Get Outlook for iOS From:Justin Nigro<justinnigro@whlinc.com> Sent:Wednesday, September 6, 2023 2:23:05 PM To:Tara Orlando<torlando@ryebrook.org> Cc: info@whlinc.com <info@whlinc.com> Subject: RE: 15 Paddock Road Good afternoon Tara, 1. General contractor's contact name(first and last) and phone number. 3A.Contractor Info:Westchester Hills Landscaping,Inc. Frank DiSavino, President Office:(914)328-0508 or Cell (914)837-4050 2. Copy of general contractor's valid Westchester County Home Improvement License. 2A. I have attached the home improvement license. 3. General contractor's valid liability insurance (the Village Of Rye Brook must be the certificate holder) 3A. Please see attached 4. General contractor's valid workers compensation on a NY State Board form (C105-2 or U26.3) 4A. Please see attached 5. Estimated cost of construction to determine the building permit fee 5A. Estimated cost of construction is approximately$10,000.00 6. Contractor must call UDig NY and get a ticket number. 6A. I have attached the ticket. Thank you, 1 Laura Petersen From: Laura Petersen Sent: Friday,August 11, 2023 11:40 AM To: FRANK623@GMAIL.COM;jcermele@kelses.com Subject: *****2nd Request**** 15 Paddock Road - Building Permit Application Good morning, The building permit application has been approved by the Building Inspector. Before I can issue the building permit the following items must be submitted to our office; 1. General contractor's contact name (first and last) and phone number. 2. Copy of general contractor's valid Westchester County Home Improvement License. 3. General contractor's valid liability insurance (the Village Of Rye Brook must be the certificate holder) 4. General contractor's valid workers compensation on a NY State Board form (C105-2 or U26.3) 5. Estimated cost of construction to determine the building permit fee 6. Contractor must call UDig NY and get a ticket number. Thank you Laura Laura(Petersen Office Assistant Village of Rye Brook 938 King Street Rye Brook, New York 10573 Phone(914)939-0668 1 1Petersenda)ryebrook.org 1 { ml Ff fry / 0NO 4 �R'�'To r v •� y iti 49 /pr R sit • �{ �,, � ►,c �i c• - } / '•1. .. � IS'I '. l •rr'-' r1' ®! ar'', .➢�. � 1 1 r -.f:� - r r ♦ r�, d:. 1, t � /t ��r. •.,'. -r3d�- Y 1G sl ,�F''s. - f r 1• .1 MIUA Al- t: '�`� is:::,1�i9LR"itSt ftISY 1+u, � 1'Sdr;�.lNi'Jii?�Eti1i'AC. 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Laura Petersen From: notify@proudcity.com Sent: Monday, May 6, 2024 3:23 PM To: Tara Orlando; Laurence Simmons; Laura Petersen Subject: New payment from Building Permit Payment Name FRANK SANTORELLI Company Name EFES RESTAURANT CORP Address 15 PADDOCK ROAD RYE BROOK, NEW YORK 10573 United States Mai) It Email FRAN K623CcDGMAI L.COM Payment Information Permit Type Building Permit Credit Card Visa XXXXXXXXXXXX3474 Order Product Qty Unit Price Price Price 1 $180.00 $180.00 Transaction Fees: 3%+$0.30 1 $5.70 $5.70 Sub Total $185.70 Total $185.70 i ti Ir "s- ;rrra��el r' A k� Vn I I 1 .r" f r y Laura Petersen From: Justin Nigro <justinnigro@whlinc.com> Sent: Friday, September 15, 2023 7:47 AM To: Laura Petersen; FRANK623@GMAIL.COM Cc: jcermele@kelses.com Subject: RE: Building Permit for 15 Paddock Road Good morning Laura, Thank you very much. I will be by today at some point to pick up the permit. Justin Nigro (914) 715-1660—Cell (914) 328-0508—Office _ 119 Park Avenue,West Harrison, NY 10604 From: Laura Petersen<LPetersen@ryebrook.org> Sent:Thursday,September 14, 2023 3:48 PM To:justinnigro@whlinc.com; FRANK623@GMAIL.COM Cc:jcermele@kelses.com Subject: Building Permit for 15 Paddock Road Good afternoon, The building permit is ready for pick up. The permit fee is $180.00 (check made payable to the Village of Rye Brook). Our office is open Monday — Friday 8:30am to 4:00pm. Thank you Laura Laura(Petersen Office Assistant Village of Rye Brook 938 King Street Rye Brook, New York 10573 Phone(914)939-0668 1 Igetersen(cDryebrook.org 1 Laura Petersen From: Laura Petersen Sent: Monday,July 10, 2023 1:05 PM To: FRANK623@GMAIL.COM Cc: jcermele@kelses.com Subject: Building Permit Application - 15 Paddock Road Good afternoon, The building permit application has been approved by the Building Inspector. Before I can issue the building permit the following items must be submitted to our office; 1. General contractor's contact name (first and last) and phone number. 2. Copy of general contractor's valid Westchester County Home Improvement License. 3. General contractor's valid liability insurance (the Village Of Rye Brook must be the certificate holder) 4. General contractor's valid workers compensation on a NY State Board form (C105-2 or U26.3) 5. Estimated cost of construction to determine the building permit fee ($15.00 per $1,000.00) (due once permit is issued and ready for pick-up) 6. Contractor must call UDig NY and get a ticket number. Thank you Laura Laura Petersen Office Assistant Village of Rye Brook 938 King Street Rye Brook, New York 10573 Phone(914)939-0668 1 IpetersenO[yebrook.or4 1 �tt ►. � q4 ..��i'_. .: � 3. s ..h�Hi'.. s 4N�i s4Y. �i� � �,;-r•,, . 4 t• —mac � C � O WIN Glov is,. .,:y � � � •� � i t 41 CL N Lij 3 C rn cd .. .. •a ai U 0 o v • [, Z Q, L i�io» 7 — ' z. • G� �Vy� y O C ° �tt l f.• W i 2: keCtio LLI c� Of u o ct ~ o ily W o Fq �I ~ V O � wl��1}• Lij r:. W oz Acc t >y ��;i- � i` Yam! cU0 iC y � • }.�y ar � C aU vUji � I'. •rail<( iqY+ OKU C .; U u F F 141 f � i r �1. _ - � �` l.U' S.iM✓� ice` •• ACCORD® 09/O6//2023 I) CERTIFICATE OF LIABILITY INSURANCE DATE(M023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Kathryn Parola NAME: Avanti Associates PHONE (g14)273-8511 FAX (914)273-8050 ac No Ext: ac No 201 Wolfs Lane E-MAIL kathy@avantiassociates.com ADDRESS: y@ INSURER(S)AFFORDING COVERAGE NAIC# Pelham NY 10803 INSURER A: Valley Forge Insurance Company 20508 INSURED INSURER B: National Fire Insurance CO Of Hartford 20478 Westchester Hills Landscaping Inc. INSURER C: Continental Insurance Co 35289 119 Park Ave INSURER D: INSURER E: West Harrison NY 10604 INSURER F: COVERAGES CERTIFICATE NUMBER: CL2210729838 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 CONTRACTOR 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 AUUL bUtSKI POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DD MM/DD LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE Fx_]OCCUR PREMISES Ea occurrence $ 100,000 MED EXP(Any one person) $ 15,000 A 7017689468 10/09/2022 10/09/2023 PERSONAL BADVINJURY $ 1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY ❑PRO ❑ 2,000,000 JECT LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident X ANY AUTO BODILY INJURY(Per person) $ B OWNED SCHEDULED 7017689471 10/09/2022 10/09/2023 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE S AUTOS ONLY AUTOS ONLY Per accident X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5,000,000 C EXCESS LIAB CLAIMS-MADE 7017689485 10/09/2022 10/09/2023 AGGREGATE $ 5,000,000 DED I I RETENTION$ 10,000 $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ N/A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space is required) Re:Permit-The Village of Rye Brook is included as an additional insured. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Village of Rye Brook ACCORDANCE WITH THE POLICY PROVISIONS. 938 King Street AUTHORIZED REPRESENTATIVE Rye Brook NY 10573 - ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE Ralmmml ^^^^^^ 133336496 THE FLANDERS GROUP 300 LINDEN OAKS SUITE 210-1ST FLOOR ROCHESTER NY 14625 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER WESTCHESTER HILLS LANDSCAPING INC VILLAGE OF RYE BROOK 119 PARK AVENUE 938 KING STREET WEST HARRISON NY 10604 RYE BROOK NY 10573 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE Z2096 529-9 237354 04/01/2023 TO 04/01/2024 9/6/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2096 529-9, 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. 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. THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. 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 SU NCE FUND T4 �/ DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 581282693 U-26.3 Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Wednesday, September 6, 2023 2:21 PM To: Steven Fews Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 09/06/2023 14:20 To: VIL RYE BROOK PRIMARY Transmitted: 09/06/2023 14:20 00001 Ticket: 09063-002-044-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 15 To: Name: PADDOCK RD Cross: From: To: Name Offset: ------------------------------------------------------------------------------ Locate: BACKYARD NearSt: Means of Excavation: EXCAVATOR, BOBCAT / SKID STEER Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: N Work Type: DRAINAGE, INSTALL PATIO Estimated Work Complete Date: 09/11/2023 Depth of excavation: 5 FEET Site dimensions: Start Date and Time: 09/11/2023 07:00 Must Start By: 09/25/2023 ------------------------------------------------------------------------------ Contact Name: JUSTIN NIGRO Company: WESTCHESTER HILLS LANDSCAPING Addrl: 119 PARK AVE Addr2: City: WEST HARRISON State: NY Zip: 10604 Phone: 914-328-0508 Fax: Email:justinnigro@whlinc.com Field Contact: JUSTIN NIGRO Alt Phone: 914-328-0508 Email:justinnigro@whlinc.com Working for: VILLAGE OF RYE BROOK ------------------------------------------------------------------------------ Comments: INSTALLING DRAINAGE AND PATIO Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR i o . o O X U N 4� An 9 C/) o d O = �^ U W = H o 9 x 0 ,� 3 fCK Q m NLf) J w Z D m OV5 s �N m 00 ;�;o On oV) v 'n �� _ :E m WC�) xM �~ Z � _ e ag o � O s _ V 6 � Q \ o _ x w j m t9 ��? tc Ei t!i c o o \ o O X 9 G � o f H W8,EROMW N — 5 c _ G 1 wZ wZ w J N Z() o Zo z = Z = 0 m W OUn m W r 0 �w W o �w Wp o m wo o a W w 0 0 ,uj `r 1 wM with premium level,arcltiteclural sw%cr(•eJntishes• SHERWOOD COLL11,C77n Nr LEDGESTONE LEDGESTONESMOOTH3-PC. LIDGESTONE XL XLSMOOTH 3-PC.DESIGN HIT DESIGNKIT 3-PC DESIGN KIT 3-PC.DESIGNHIT PAVINGSTONE SHAPE 4"01 ACTUAL SIZE(inches) 1 1 1 1 1 2 3/8 Thick-unless noted 1 i 1 1 1 1P li 1P IP WEIGHT PER CUBE(Ibs.) 3,078 3,078 SQUARE FT.PER CUBE PIECES PER CUBE 240 240 80 80 PRICE PER _ SQUARE FOOT _ LEDGESTONE LEDGESTONE LEDGESTONESMOOTH 6X9 41/2X9 41/2X9 PAVINGSTONE SHAPE qlw* ACTUAL SIZE(inches) 2 3/8 Thick-unless noted WEIGHT PER CUBE(Ibs.) 1 3,0513,030 3,030 SQUARE FT.PER CUBE o r PIECES PER CUBE 300 400 400 SQUARE FT.PER BAND PIECES PER BAND 60 80 80 BANDS PER CUBE PRICE PER SQUARE FOOT 24X24 SMOOTH XL SMOOTH BRICK (Rooftop Paver) 24X.36 ALLEY PAVINGSTONE SHAPE ACTUAL SIZE(inches) 2 3/8 Thick-unless noted WEIGHT PER CUBE(Ibs.) 2,200(Pallet incl.) 1,855 SQUARE FT.PER CUBE :1 0 0 PIECES PER CUBE 20 468 SQUARE FT.PER BAND 40 111.1 PIECES PER BAND 10 78 BANDS PER CUBE PRICE PER SQUARE FOOT 9 U) Z Oz X 0 T z 0 0 0 0(n7 0 C 0 o 07 7 X -n 7 0 0:-j NW. m 0 �m� NE. w z M Til F-n 5E. 0 M ;- g e�. ,�rl WOOD ROAD NORTH 0:� X >> z 0 Fll 0 Z= 0 M M 0(-) x (A T) z -n > > r z > U �2� 0 -u n u mm O:E M 0 0 0 0 (A M m 0 0 o I� 15 FEET DRAINAGE EASEMENT ------ 0 0 F-q r7 > 70 M;);z ;uz I'l rn r-n 0 Z M OaEnnUlF- N)ul 150.00 Ul z 6, u rTl rn rn CHAIN INK FENCE CLf Y, 1\):-Ij i- r- 7 v gk 0 0 C C 4� K) rQ rn PIT rn 71 rn, °° O rn rn N) N) -� M N) N) -n r-n > -Ti rTl N) rn N) N) rQ 0 z -1 M zz: z cluw Ul Q0 4> L.V,� r\) z - Cf �,D TW 2 15.24' N _� Ul wl_ N i V) > Z 0 rn "40 rr 0 T) rTi N) r\j K rn > ;0 > rn Ul m T + rM r- Ulm > cn rTl 'rTi x r I IA -4 rF F ;u > rn N) rn N) rn 7 pi 45.55' mN) N) N) EL. 21 .9' EL. 214. 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L _......W... -._ ___ I N F N .._ EXISTING BUILDING �•� A ,\ .........._..........._. .............._ _____ I \.................. `C C E "- ! a .x A, ` (� I..... _....... I....I _......._ X...J _... l v ,, -: .,:. F t ( / j ...;.I7,1! 0.06'No *` ......................................... EXISTING CURBED ROAD F EXISTING DRAINAGE EASEMENT .. I .........--x------------------------- EXISTING CHAIN LINK FENCE w 1'.•. ;::i.:r.C?=" ( / / :'.l. r ' I ( ( SITE .....................SIVI•-------------•-•••-- EXISTING SEWER MAIN Zu UhB EXISTING DRAINAGE PIPE I31. F'lo I EXISTING SEWER MANHOLE I I I ( C.�s�Ka FXISTINGFT- ABOVELOT 1 4 _R LOT 2 Z BE REMOVED AND RESET AFTER /J I{" I i'I`' i j� tz CI.. J( ' t {D� EXISTING DRAINAGE MANHOLE IMPROVEMENTS IN SAME GENERAL LOCATION / o r } 2 c URBAN LAND-CHARLTON COMPLEX �I ;:, %I•-1,';�:, / ' UhB 3%TO 8%SLOPES DIVIH Jar I 2.55 1'.:. ...I ,....I a. .:� I:L..I r LOT 15 �`ow"d R1,S 9.3' G R A, 5 I / '// ?� PORTION OF EXISITNG 5 {: 1 WALKWAY TO BE REMOVED SEE SHEET 2 i r ' `°I.. ►"..I ' I ,( j _? LOCATION MAP 5 O ' ........... / ( ) y ( II r (( / 1 -Y NOT TO SCALE U w O r..l....1..��).:�, ..E..... ��.r:�.� r,I�T.f�F,• ! / .( t'I• %f��, f /, i � SITE DATA: o LLJ OWNER: FRANK SANTORELLI -t.--a:I ?i%' t'!...'!i. / r.'!.. I / / 15 PADDOCK ROAD s Q r "' /I l l RYE BROOK,NEW YORK 10573 z I STONE - _ PROJECT CK F I LE C 0 z ,'_ f.:l.....I•-•is�" WALlCW l .t, [' 1^.,;' ;' / l ! PRO 15 PADDO ROAD Q •,o.6,-5 - , �•;�_ t::,.. �. �. % / / 2 RYE BROOK,NEW YORK 10573 0. +y , �:f.. -, :�.,:,---__IRON_........."'"" , �- 0•27 �' / / (r TAX MAP ID NUMBER: SECTION 135.26,BLOCK 1,LOT 53 FE ERMIT# --- ,z, ,:a.. ,--- --- F_ !�;�:.._.._., !:, : f.'L...I i..': oo� ( '`r 7.88' :;.._.,,.`:+_ ,: (- N �/ i, i _I...:....... ( LOT AREA: 10.58 AC(t 25415 SF) � � • ' •�` 50.55' DECK Ln ; I � ! I-•'I �v N AT I st Floor °�0 ' ZONING DISTRICT: R-15 ONE FAMILY RESIDENTIAL s B� 4 ! ! FT.SIDE ..., 1 ItJ !n l 5.02 / IS ARDS/BC 14' """' i' ,: ::!".-'''•?•I�' ;,YARD f FIRE DISTRICT: PORT CHESTER FIRE DEPARTMENT A D 3 O1 /2 STORY FRAM E �.;:>: AOK SCHOOL DISTRICT: BLIND BROOK SCHOOL DISTRICT N BUILDING WATER SUPPLY: UNITED WATER WESTCHESTER ct 2 m m SANITARY SEWER: BLIND BROOK FIRST FLOOR EL.223.9G't:-e �N R,Vile y BULK ZONING SUMMARY-R-15,ONE-FAMILY RESIDENCE DISTRICT 42.57' � BULK REGULATION REQUIRED EXISTING PROPOSED ---.._.._ ___ ,f 0 477Vo :•t MINIMUM LOT AREA~ OPEN PORCH -' , 15,000 125,415 NO CHANGE Z 5�,�9� 23.65 i;;._____ CO (SF/ACRE) 4p I �� MINIMUM LOT FRONTAGE(FEET) 75 145 NO CHANGE �, l......,.• 02� VJ , rx 5 V i i i a lgo of Rye B ro ��I r( Jl } \ O� FRONT YARD SETBACK(FEET) 40 41.18 NO CHANGE 11 p h i t4.i l � to BOgrd t �` QSIDE YARD 0 1 r Q Gp�1 (/ I! I'" Jr Q (ONE SIDE/TOTAL)(FEET) G' / I� .I�<< ,[ / CK 15/40 40.02/92.31 NO CHANGE AYL p rarva i Date REAR YARD SETBACK(FEET) 40 75.47 NO CHANGE Y h'N r'I.!%I;)�(;: MAX.PRINCIPAL BUILDING C.h,Ia. �IC�In ,...�,.��, � \ } � 16 7.4 NO CHANGE ,;4 %�i' �� f ( � ' COVERAGE(PERCENT) MAX.ACCESSORY BUILDING cc O COVERAGE(PERCENT)LL 3.5 0.45 NO CHANGE . j F� / I I MAX.DECK COVERAGE(PERCENT) 4.0 0.68 NO CHANGE t � / - I 1 I 1 , """""-" 1 �'I .�� (< `� � 7,859.E 5,009 5,345 �- M ....._..�....� -�M I � MAX.TOTAL IMPERVIOUS ( I + � ��- h• SURFACES(SQUARE FEET) N 00070011 W _......... loom 0 �I 45. EXISTING CONDITIONS AND R=850.00' - �F:>~t:: REMOVALS P LA N --- _.... ,1.. ........ - - _ _ ___... _._.._____......._..._.........................._.......... _........................._ r. -� .':. SA N TO R E L L I RESIDENCE C.B.:` ( .... •----_._._.._.�._._._ VILLAGE OF RYE BROOK WESTCHESTER COUNTY,NEW YORK '_ � RIM.224.84' ....... ., s IT I J 1 RIM.215.35' I q�� 3 IE(C1 •-\ � TH,-_1 1�1� w SE P 1 ^1 IPE I, � � ,., ............................... 4............................. ....................._._...sni.,........._ sn�..._.__...............sn�................_............sM.......... - yn,, __ ----...sM_. KE LL - �► ............................. .y.......................SM...................._......,`.� SM SA�1 S Nl SNI SM I , I � c �_ ,....... -_ --_................_... I GENERAL NOTES: , RIM.214.74' ! I 1.SURVEY INFORMATION AND TOPOGRAPHY IS BASED UPON THE MAP ! 3 I 0 C\\ 1 ENTITLED"TOPOGRAPHICAL SURVEY"PREPARED BY BIG APPLE LAND I' J oMAR 0 �� RIM.205.24' PAI I SURVEYING,LAST DATED,JULY 10,2022. 'y\ ?( + ROA i 1 ic?NSIA-1-INc. \�'\I \ \ I 2.AERIAL IMAGERY OBTAINED FROM AV�ILABLE WESTCHESTER COUNTY `��' �7rea2 GIS DATA 2016/CONNECTEXPLORER nn PICTOMETRY BY EAGLE VIEW �N fi \• TECHNOLOGIES,INC.,DATED 2019. \`g�C� $ __ ....... .................................... _..,.. VI LL.A�r' �F !\ .. ....................................................... ..................,.................................1..1... + T ..,..- AFicFIIIF:C 1L..RI. - 3.THE PROJECT SITE IS LOCATED WITHIN THE COASTAL LONG ISLAND I t'!..-.1 } , \ 1 i:. cl.�,I•= I r SOUND BASIN AND IS NOT SUBJECTTO NYCDEP REGULATIONS. 8 3 [/�. [1[�"�'�J� ` \ \ 1 SOtI�411\STR)'F:'1' 7. o BUILDING DEPARTMENT I IV1ENT I ` ` \I� \� \\, \ ` ARNU\I:-N.t.1054•1 6. S. 10 0 5 10 20 40 I':(914)273-2323 4• E ROJECT I.D.: F:('911)?7.;-2329 3 P �t `V 1�l N C� RYSANTORELLI100 THE CONTRACTOR SHALL CALL FOR A UTILITY \�w'a.(;f 2. a'a MARK-OUT AT LEAST 2 DAYS BUT NO MORE THAN 10 DAYS PRIOR TO ANY EXCAVATION. FEET 1. DATE: s REVISIONS MARCH 29,2023 51 f IrNA1rTwnRr?Fr,AnnrrinN,Mnn1F1CATir1NC ANfl r nR AITFAATIr1NCTr,THFCF DI ANC IC A vint ATil,N r,F'Fr r'nN 77"A171 rK THE NFW Trtll[CTATF FruIrATIr,N I AW LOT I I LOT 12 LEGEND EXISTING 1'CONTOUR GREfiJ �l ITMPE)GIANT ARBORVITAE EXISTING 10'CONTOUR QBALEA�Y_C..S.P�S UNDERDRAIN(TYP.) - PROPERTY LINE -� t M INTAIN 2°le ' U~ 5 000700" F �/00.00� POSITIVE PITCH FOR ( O -� " NEIGHBORING PROPERTY LINE nG L 1 ALL UNDERDRAINS S 2 53 60 w I 9 1 CLF -,f f-�Il�tlw ai-.� - -_ -._ . . - -_ I !r .94 SI--SF SF ""- -~.- -•• _ -__ �l - - EXISTING BUILDING I, r ° c .. ... :..... ;- CLF ° ° 213 9 ° • / O.OG'No EXISTING CURBED ROAD DRAIN INLET_-_ � • - - r1 -UD- 01)- - 214 / • •/ RIM.212.8 / 10 MIN.(TYP.) - - ' / 10'O.C.(TYP. '` '• � EXISTING DRAINAGE EASEMENT INV.210.9 f / d x.............................. EXISTING CHAIN LINK FENCE tu ad U 1Q°@PYCSDB35 UhB J Q :'.:...' �.. :'?..il -SM-- EXISTING SEWER MAIN PROPOSED DETENTION SYSTEM z / , m w 14 L.F.@ 6.49'° f ( --- ---- -- EXISTING DRAINAGE PIPE FIVE(5)2 FT HIGH STORMTRAP UNITS LL S S v; ��.Q ^� �� % TOP UNIT:212.5 INV.210.0 J ,----- o INV.UNIT:2100 A-AS� I;.l lam' ; y 1 +,� ]} EXISTING SEWER MANHOLE INV.OUT:210.0(12"0 HDPE) / , _ ! Q J 1 ( �• i ,1 cc W LOT I LOT 2 - ' z a v J� '`~ J� ! I•:1-•'!'• 1 (Dl EXISTING DRAINAGE MANHOLE / J / = UhB SOIL TYPE v � UD PROPOSED UNDERDRAIN _ J U� � PROPOSED DRAINAGE PIPE EXI ING DMH t l »I PROPOSED DRAIN INLET WITH EXISTING DMH R1M.212.55 :�; INV.209.3 hog 12-0 `�� / � /�� l ( J 1, .1 I/ / LOT 15 L°J TEMPORARY INLET PROTECTION RIM 212.55 _ ; INV.209.3(EX.15"0 CMP) z J� POOL 4 G R A J� 5 g _ �1 ( ,I�I;, I , INV.209.75(12 0 HDPE) i 214 PROPOSED 1 CONTOUR �•: r(.... :' -� ! / 2 St PROPOSED SILT FENCE g , ; W - 1 OUTLET CONTROL STRUCTURE Q -, , INV.Z13.0 I /� : , ,' ! 3 _ _ +' c.:..:....... ;, CONSTRUCTION ENTRANCE /� PROPOSED STABLIZED 3 RIM:214.0 lLJ r. ) INV..210.0(6"0 ORIFICE) •I _l0"(D-PYLS>�:3� 25' c -\ INV.211.17 -; = ,. 1 1 ! r.....••: : ! = INV.211.5(1.5 WEIR) lLl \INV.210.0 ( ! ''^^I HEADER PIPE(TYP.) / F INV.210.0(12"0 HDPE IN/OUT) Ut v♦I 81 L.F.@ 2.259'° S S PROPOSED TEMPORARY SOIL STOCKPILE Z .............. fill � F OC CLF ......._......................... PROPOSED 400 S.F.PATIO 16' ! -. 8 0.75'10 "� ,qT `I �- - PROPOSED LIMIT OF DISTURBANCE( 21 S ) G _ i j, r -, I I �� E 9,8 F. L; .., _ :......._. - WOOD -, 7�1 if 8 N DE In p- AT 15t Floor °� , 25FT.SIDET ' ' IMPERVIOUS COVERAGE SUMMARY In I u) 15.02 / zs f - I YARD SETBAC r -_ ff'L. 1 1 4' L'I.. ..;,�, I YAROeq K EXISTING(S.F.) PROPOSED(S.F.) NET S FANGE I `= I /2 5TORY FRAM E � I N BUILDING ` / �� REAR PATIO 0 400 +400 cIt - I U CONNECT EXISTING DRIVEWAY N m /� / :! DRAIN INLET TO PROPOSED � FIRST FLOOR EL.223.9G' N / /.. �' / REAR STONE WALKWAY 226 162 -64 ( DETENTION SYSTEM WITH 8"0 N LQ ];t�r' PVC SCH-40 NO.15 ! TOTAL 226 562 +336cc I NOTES: + - 42.5 7' f �' F1.."%i,:ti,, ' CCF , Q � • 0.47, � ABOVE SUMMARY DOES NOT INCLUDE THE HOUSE,DRIVE,WOOD DECK OR FRONT WALK SINCE NO (y) ~-_- � 1^ r � OPEN PORCH r�`' �•� "`~'-�,�(- No --gym CHANGE IS PROPOSED. 0 1 5 .29' .` 23.65' F __ 40 .� 2, �11 O o\ GENERAL NOTES: .t ! 3 a i 1.SURVEY INFORMATION AND TOPOGRAPHY IS BASED UPON THE MAP ENTITLED"TOPOGRAPHICAL 7•51 �� r r m SURVEY PREPARED BY BIG APPLE LAND SURVEYING,LAST DATED,JULY 10,2022. g7•�1 ..... 1 2,_1'•'' >< ( ( 1 2.AERIAL IMAGERY OBTAINED FROM AVAILABLE WESTCHESTER COUNTY GIS DATA,2016/ N I ,%` �`'.•/ I::�ri:i / \ N CONNECTEXPLORERTm,PICTOMETRY BY EAGLE VIEW TECHNOLOGIES,INC.,DATED 2019. :1 1•. �� \\ =;��,:;.:; / 3.THE PROJECT SITE IS LOCATED WITHIN THE COASTAL LONG ISLAND SOUND BASIN AND IS NOT = I!!..F I':.:' f;']"'"ll`'I \\ z SUBJECT TO NYCDEP REGULATIONS. 0 I I!`.1. !::•;-1 '� LL 10 0 5 10 20 40 422,62' .:, FEET _ - - GRADING, UTILITIES, AND EROSION N 000700 mom 0- 1:? ;;I ' AND SEDIMENT CONTROL PLAN N. , R 850.00 ......._. ' '` �'' SANTORELLI RESIDENCE A. \ ~ VILLAGE OF RYE BROOK WESTCHESTER COUNTY,NEW YORK c r fI i RIM.224.84' RIM.215.35' _ » 1+ _._. r 5E j PIPE.._.....» _..._......_... h...........................'`� e .SM •'�P� ,H��ro�, SM SVI 7-- SM SM SM ----------SM �SM �- �� -BM .M- .h1 .M .M �� ----___ KELLARD RIM.214.74' I R M.205.24' PADDOCK ROAD I t o o cr,SLloti- � s 1 - , lAX[lS('APL• 1 'OSISSIC� $ -" '�-' ---- ARC ill 1'FC'7i:I(L: :{.. �i•.I \ ` •_,'J_...,`'!,, - _ P1 A\11\(;-D-P.(:. 8. 3 Slxr M.N.i.N STRI•F 1 7• 2 0 I � 6. 5. CIA C V Iv1.1)273-232: 4. E (\l PROJECT I.D.: 1(91 1)2-3-2329 3 CQ t11 2 RYSANTORELLI100 THE CONTRACTOR SHALL CALL FOR A UTILITY DATE: g MARK-OUT AT LEAST 2 DAYS BUT NO MORE 1. 'V THAN 10 DAYS PRIOR TO ANY EXCAVATION. REVISIONS MARCH 29,2023 3 I INAI mnRI?6:n Annrr ,.NfttNFIrATV,NC ANFI/F,R Al TFRATI(,NC Tn THFCF DI ANC IC A VIM ATinm f,F urTinN 7711RI71 nF THE NFW YnRI:CTATF FM IrATII,N I AW <_ D D C ° o 0 o Oo -1, �� z .� 0 ° �, .� p-� rnrn _�� ,- 00 OF NW. 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