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HomeMy WebLinkAboutPlanning Board File RECEIVED SEP - 9 2022 VILLAGE CLERK'S OFFICE September 8, 2022 APPROVED 5-0 RESOLUTION SETTING A PUBLIC HEARING REGARDING SITE PLAN AND STEEP SLOPES PERMIT APPROVAL FOR 7 BOBBIE LANE VILLAGE OF RYE BROOK PLANNING BOARD WHEREAS, Jeffrey M. Gaspar, PE, has submitted Applications for approval of a Site Plan and Steep Slopes Permit on behalf of the Applicant, Joseph Lucchese, for the installation of a swimming pool, retaining wall, replacement of the driveway with permeable pavers and the relocation of fencing on the property located at 7 Bobbie Lane, SBL 135.51-1-1 on the Town of Rye Tax Map, in an R-12 Zoning District; and NOW, THEREFORE, BE IT RESOLVED, the Planning Board of the Village of Rye Brook will hold a public hearing on October 13, 2022 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. Grzan, Mr. Nowak, Superintendent of Public Works, called the roll: MR. GRZAN Voting Ave MR. KROM Voting Aye MR. MENDELSOHN Voting Aye MR. RETTNER Voting Excused MRS. SCHOEN Voting Afire MR. TARTAGLIA Voting Excused CHAIRMAN GOODMAN Voting Aye NOTICE OF PUBLIC HEARING Public Notice is hereby given for a Site Plan Application & Steep Slopes Permit Application submitted to the Village of Rye Brook Planning Board. The matter is scheduled for a Public Hearing before the Planning Board on October 13, 2022 at 6:30 p.m., at Rye Brook Village Hall, 938 King Street, Rye Brook, New York 10573 Owner: Joseph Lucchese & Michele Lucchese Applicant: Jeffrey Gaspar, LPE Premises: 7 Bobbie Lane (Parcel ID# 135.35-1-38) Application: Review of a Site Plan Application and Steep Slopes Permit Application for the proposed in-ground swimming pool, pool patio, pool fence, pool equipment and retaining wall. Additional information is available at the Rye Brook Engineering Department at (914) 939-0753. BUILD EP MENT D VIL E OF RY i OOK AUG - 2 2022 938 KING ET RYE BR ,NY 10573 4)939-0�i � VILLAGE OF RYE BROOK ww,v.r eb BUILDING DEPARTMENT FOR OFFICE USE ONLY: BOT Approval Date: PB Approval Date: BOT Disapproval Date: PB Disapproval Date: Attach Resolution Hereto- BOT[ ] PB[ ] ZBA[ ] Chairman: SITE PLAN FEE: 33a5, 00 DATE PAID: ,QQQ ;L ENVIRONMENTAL FEE: J1 C/�, 5(y). DATE PAID: 7 Z OTHER: e i pe GO 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.iyebrook.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-refundahle. The applicant's Escrow Account must have a positive balance at all times prior to any Consultant,Attorney, or Village review. Escrow Fees and Site Plan Fees must he paid on separate checks made pavahle to the Village of'Rve Brook. 1. Site Address: 7 Bobbie Lane Parcel ID#: 135.35-1-38 Zone: R-10 2. Property Owner: Joseph Lucchese Address: 7 Bobbie Lane,Rye Brook,NY 10573 E-Mail: Jlucc911 @yahoo.com Tel.#: 917-757-1821 Other: 3. Applicant: Jeffrey M. Gaspar P.E. Address: 2 Overhill Rd. Suite 400, Scarsdale,NY 10583 E-Mail: JGaspar@VE-NY.com Tel.#: 914-618-4314 Other: 4. Design Professional: Jeffrey M.Gaspar,P.E. Address: 2 Overhill Rd. Suite 400,Scarsdale,NY 10583 E-Mail:JGaspar@VE-NY.com Tel.#: 914-618-4314 Other: 5. Designate to whom correspondence is to be sent: Jeffrey M. Gaspar,P.E. Note:If applicant is a"Contract Vendee",please attach a copy of the contract summary with financial and confidential terms deleted. 1 8/12/2021 6. Street which property abuts: Bobbie Lane 7. Does property connect directly into State or County highway? (0 NO O YES: 8. Is site within 500 feet of Village Boundary? (&-)NO O YES If yes note all bordering municipalities: 9. Total area of site: 14,854 sf Area of site activity: 6,500 sf 10. Site coverage.9,150 sf %; Building coverage: 20 % 11. Existing building size: 2,820 sf New/additional building size: No Change 12. Existing parking spaces: No Change New parking spaces:No Change 13. Nature of proposed activity: Install pool,pool equipment,retaining wall permeable pavers/turf,replace driveway w/permeable pavers,relocate fencing. 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. STATF�OF�W YORV COUNTY OF WESTCHESTER ) as: LJ k�-�Q Iv being duly sworn, deposes and states that he/she is the applicant above named, (print name of individuaf signing as the pplicant) and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. 'l� Sworn to before me this Sworn to before me this 2 day of , 20 day of Jt1fi , 20 2Z_ Notary Public Nota lm— Signature of Property Owner Signa plicant `-y S Print Name of Property Owner Print Name of A plicant CHRISTOPHER J.BRADBURY Notary Public,State of New York No.01 SR6159985 Qualified in Westchester County Commission Expires January 29,20 'z j 2 8/12/2021 6. Street which property abuts: 7. Does property connect directly into State or County highway? ( )NO ( )YES: 8. Is site within 500 feet of Village Boundary?( )NO ( )YES If yes note all bordering municipalities: 9. Total area of site: Area of site activity: 10. Site coverage: %; Building coverage: % 11. Existing building size: New/additional building size: 12. Existing parking spaces: New parking spaces: 13. Nature of proposed activity: ****************************************************************************************** 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. *********************************************************************************************************** STATE OF NE YO C WESTCHESTER ) as: �uOUNTY OF,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this it Sworn to before me this day of Z-w ,20 ZdzZ day of , 20 — Lj t:�� N Public Notary Public ICf 1::�/ Si afore of Propel Owner Signature of Applicant �1 e Print Name of Property Owner Print Name of Applicant CHRISTOPHER J.BRADBURY Notary Public,State of New York No.01 BR6159985 oualified in Westchester County Commission Expires January 29,20 2 8/12/2021 VILL F OF RYE BROOK 938 King S t,Rye Brook, .Y. 10573 1914)939-0753 ;;/ w< iok.uru 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.iyebrook.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 Widof S' Posting& Mail Notification. (Applicant's signature)have read the Notification Requirements of Code S040 an will provide notification as required. IDENTIFICATION OF APPLICANT(S): Identification of Applicant: Engineer Applicant: Jeffrey M. Gaspar Address: 2 Overbill Rd.,Suite 400,Scarsdale,NY 10583 Tel. #: 914-618-4314 Fax: 914-618-4765 E-Mail: JGaspar@VE-NY.com Project Name: 7 Bobbie Lane Pool Project Address: 7 Bobbie Lane,Rye Brook,NY 10573 Current Property Owner:Joseph Lucchese Address: 7 Bobbie Lane,Rye Brook,NY Tel. #:917-757-1821 Fax: E-Mail: JLucc911@yahoo.com IDENTIFICATION OF PROPERTY: Identifying Title:7 Bobbie Lane Tax Designation: Section: 135.35 Block: 1 Lot: 38 Zoning District: R-10 Street which property abuts: Bobbie Lane Plan Submission Date: 8/l/2022 Site Plan Checklist Page 1 of 7 8/12/2021 Project Address 7 Bobbie Lane Y N NA PLAN REOUIREMENTS V O O 4 copies of plans prepared and signed by a registered Land Surveyor,Engineer or Architect. C( O O One(1)electronic copy of all submitted plans and surveys. 0 O O Topographic Survey stamped by New York State Land Surveyor with license number and seal. 0 O O Topographic survey scale of one(1)inch per twenty(20)feet or larger. 0 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 W Name of the proposed subdivision plan. C1 O O Name and address of the owner of record. 16 O O Name and address of the applicant. 0 O O Deed reference(s). FI 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. 0 O O North arrow and scale. IV 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. 0 O O 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. 00 0 Any prior land use approvals with respect to the subject property. 00 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. 0 O O Other existing site improvements,including,but not limited to,fences,landscape or retaining walls,landscaping & screening. 000 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. 8 O O Any revisions to plans shall be identified with a revision cloud and numbered revision triangle Y N NA ABUTTING PROPERTYINFORMATION U O O The names and addresses of all abutting property owners within 250 ft as indicated in the Municipal records. O O 0 Zoning and use of abutting properties noted on plans. O O 14 Shape,size,height and location of existing buildings and driveways within one hundred(100)feet of the site. O O 0 Location and description of existing easements within one hundred(100)feet of the site. O O 6r Location of existing private or public trails within one hundred(100)feet of the site. O O 0 Location of existing roads,scenic roads and/or driveways within two hundred(200)feet of the site. O O 0 Location of proposed parkland.If none state nearest recreation facility O O V Location of existing septic system leach fields within two hundred(200)feet of the site. O O 0 Locations,dimensions,grades and flow direction of existing sewers,culverts,waterlines as well as other underground utilities within and adjacent to the property. Project Address 7 Bobbie Lane 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 00 O Sufficient, acceptable information to readily determine the location, bearing, and length of every street line, lot line, and property boundary line. 000 Location of all building setback lines. 0 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. (4 O O 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. 0 O O Location and proposed development of all buffer areas,including existing vegetative cover. 0 O O Location and description of any zoning district and municipal boundaries including a zoning compliance chart for the existing and proposed lots. Qf O O Shape,size,height and location of all existing and proposed buildings. 16 O O Location and description of any existing and proposed easements. S 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.). 0 O O Design and location of all existing and proposed wells,septic tanks and leach field systems,or methods of waste water disposal. 06 O O Location,type and size of all existing and proposed landscaping and screening including fences and walls. O O V Location,size and proposed screening of outdoor storage areas,if any. 0 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 0 Exterior lighting plan and proposed signs to be located on site,including sign orientation,size,height,and elevation view. 0 O O Storm drainage plan and plans for snow removal and storage. O O V Pedestrian and automobile circulation plan. 0 O O Construction drawings for pavements,walks,steps,curbing,drainage&other structures associated with the proposed use. 0 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. 0 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. 9 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 0 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 p Location of any common lands and/or public lands. O O th Phasing or an estimated project construction schedule. 0 O O Supporting documents,including deeds,maintenance,condominium agreements,etc. Site Plan Checklist Page 3 of 7 8/12/2021 Project Address 7 Bobbie Lane 000 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 0600 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. 900 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 0 Cross sections of steep slope areas. Q O O Retaining walls or like constructions,with details of construction. O O 60 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 0 Location of fire and other emergency zones, including the location of fire hydrants. O O 9 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 W Amount of any bonds required. V 00 Amount of excavated material to be removed from site, if any. Y N NA OTHER (as applicable) O O Q( Record of application for and approval status of all necessary permits from state and county officials and local utility companies. O O W Identification of any federal,state or county permits required for the project's execution, including project referrals, if any,&environmental review procedures mandated by Article 8,Environmental Quality Review,of the Environmental Conservation Law(SEQRA). 000 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. ❑ Westchester 2025:Policies should be reviewed to determine how they relate to the development proposal. II.IMPACTS 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 7 Bobbie Lane ❑ 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/planningdocs/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 ❑ 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. ❑ 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.hun ❑ 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. ❑ 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. ❑BEE-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/imagesBus%20 Service%2OGuidelines.pdf ❑FAIR 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. ❑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 recycling.htm ❑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/bldgpenn.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. ❑WATER: All development plans should include sufficient provisions for stormwater management, water quality measures and mitigation of flooding. ❑Plans 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/drainbasinsI 1xI7.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 7 Bobbie Lane El 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. ❑Above 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. ❑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.httnl ❑New 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 ❑Impervious 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/stormwater ❑Buildings 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. ❑In most locations,buildings should face the street and have pedestrian access from the street. ❑Commercial 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. El Driveway 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 pedestrianibicycle 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. ❑ LANDSCAPING AND LIGHTING.The site improvements should enhance community character. Site Plan Checklist Page 6 of 7 8/12/2021 Project Address 7 Bobbie Lane Q 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. ❑ 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. ❑ 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_guidelines.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)�J 6-a M. Signature W Date ea _: f`�A 091905 8 nal Seal Site Plan Checklist Page 7 of 7 8/12/2021 ED , ENGINEERING & S DEPARTMEIN fl E C E D V VILI OF RYE BAOOK 938 KING STREET RYE BROOK,NY 10573 ��� 2 2�22 (914)939-0753 VILLAGE OF RYE BROOK ;ry BUILDING DEPARTMENT STEEP SLOPE WORK PERMIT APPLICATION FOR OFFICE USE ONLY: PERMIT#: Approval Authority: Permit Fee: $ Planning Board Approval Date: Superintendent of Public Works Approval Date: Disapproved Date: xkt t*kx**ie*at*t*t kx�:�kk*k**:k:tkkF k�:x:F xt k�e k A•k:4A•e k is F�;*tic F k:Y:F;FF;t is'e:t9;**kk:exk*:tkkkk*kkki:xt xk kk k k kk:k i<:F;F*:F*;t:F*k'c:k*x:t REQUIREMENT SUBMITTALS: 1. Properly completed&signed application. 2. Steep Slope Work Permit fee $250.00 Application dated, 10/7/2021 is hereby made for a Steep Slope Work Permit. 1. Address:_7 Bobbie Lane,Rye Brook,NY 10573 SBL: 135.35-1-38 Zone:_R-10_ 2. Property Owner:_Joseph Lucchese Address:_7 Bobbie Lane,Rye Brook,NY 10573 Phone#: 516-318-9484 Cell#: email: 3. Applicant:_Jeffrey M.Gaspar P.E. Address:_2 Overhill Rd,Suite 400,Scarsdale,NY 10583 Phone#: 914-618-4314 Cell#: email:_JGaspar@veritasengineeringny.com_ 4. Contractor: Address: Phone#: Cell#: email: 5. Full Description of Proposed Work: Install pool,pool equipment,permeable paver patio,fencing and retaining wall 6. Steep Slope Disturbance: Isolated Steep Slopes under 400 Square Feet: Square Feet Disturbed (a)MODERATELY STEEP SLOPE A slope equal to or greater than 15%but less than 25%: 13 % _2449 Square Feet Disturbed (b)VERY STEEP SLOPE A slope equal to or greater than 25%but less than 35%: % Square Feet Disturbed (c)EXTREMELY STEEP SLOPE A slope equal to or greater than 35%: % Square Feet Disturbed 7. Conditions for Permit: IF PERMIT IS GRANTED,I AGREE TO COMPLY WITH ALL RULES AND REGULATIONS SET FORTH BY THE FEDERAL, STATE,COUNTY,LOCAL LAWS,SPECIAL ORDINANCES,GENERAL ORDINANCES. _ t' 0 Y) h� Signatuk of Property Owner 8/12/2021 ENGINEERING & PUBLIC WORKS DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0753 www.ryebrook.eril STEEP SLOPE WORK PERMIT APPLICATION FOR OFFICE USE ONLY: PERMIT#: Approval Authority: Permit Fee: $ Planning Board Approval Date: Superintendent of Public Works Approval Date: Disapproved Date: *********************************************************************************************************** REQUIREMENT SUBMITTALS: 1. Properly completed&signed application. 2. Steep Slope Work Permit fee$250.00 ************************************************************************************************************ Application dated, � is hereby made for a Steep Slope Work Permit. /1. Address: 80bb l e SBL: Zone: 2. Property Owner: Address: Phone#: Cell#: email: 3. Applicant: Address: Phone#: Cell#: email: 4. Contractor: Address: Phone#: Cell#: email: 5. Full Description of Proposed Work: 6. Steep Slope Disturbance: Isolated Steep Slopes under 400 Square Feet: Square Feet Disturbed (a)MODERATELY STEEP SLOPE A slope equal to or greater than 15%but less than 25%: % Square Feet Disturbed (b)VERY STEEP SLOPE A slope equal to or greater than 25%but less than 35%: % Square Feet Disturbed (c)EXTREMELY STEEP SLOPE A slope equal to or greater than 35%: % Square Feet Disturbed 7. Conditions for Permit: IF PERMIT IS GRANTED,I AGREE TO COMPLY WITH ALL RULES AND REGULATIONS SET FORTH BY THE FEDERAL, STATE,COUNTY,LOCAL LAWS,SPECIAL ORDINANCES,GENERAL ORDINANCES. ^ � ff Signature of Pr(o7p1(erty Owner 8/12/2021 Mailing Labels for Property Addresses.Created from Municipal Tax Parcel Viewe http://giswww.westchestergov.com Krishnan Sukanya Hanau,Rudolph Butler,Brian 37 Rock Ridge Dr 6 Bobbie Ln 39 Rock Ridge Dr PORT CHESTER, NY 10573 PORT CHESTER, NY 10573 PORT CHESTER, NY 10573 Gasparino,Richard Waxenberg,Scott Tepper Michael S 6 Jacqueline Ln 7 Jacqueline Ln 10 Bobbie Ln PORT CHESTER, NY 10573 PORT CHESTER, NY 10573 PORT CHESTER, NY 10573 Solarz,Alan H Lo Andrew,Tung Hing Parvani Prisha 51 Rock Ridge Dr 35 Rock Ridge Dr 4 Bobbie Ln PORT CHESTER, NY 10573 PORT CHESTER, NY 10573 PORT CHESTER, NY 10573 Goldberg,Leonard B O'connor,Kathleen A Gaines,Stephen M 45 Rock Ridge Dr 8 Bobbie Ln 4 Jacqueline Ln PORT CHESTER, NY 10573 PORT CHESTER, NY 10573 PORT CHESTER, NY 10573 McDonnell Timothy Shen,then Seidenfeld,Michael 43 Rock Ridge Dr 9 Bobbie Ln 5 Jacqueline Ln PORT CHESTER, NY 10573 PORT CHESTER, NY 10573 PORT CHESTER, NY 10573 Marcus,Samuel H Albertell,Robert W Schuster,Julie 12 Bobbie Ln 1 Bobbie Ln 2 Bobbie Ln PORT CHESTER, NY 10573 PORT CHESTER, NY 10573 PORT CHESTER, NY 10573 Lucchese Joseph Stein Marc Lumish,Bruce 7 Bobbie Ln 41 Rock Ridge Dr 11 Bobbie Ln PORT CHESTER, NY 10573 PORT CHESTER, NY 10573 PORT CHESTER, NY 10573 Salony,Juliet Sorkin,Louis Nevin Bartolotta,Sebastian 61 Rock Ridge Dr 14 Bobbie Ln 3 Jacqueline Ln PORT CHESTER, NY 10573 PORT CHESTER, NY 10573 PORT CHESTER, NY 10573 Gibbs,David J Rosen,Barry 3 Bobbie Ln 5 Bobbie Ln PORT CHESTER, NY 10573 PORT CHESTER, NY 10573 Created on: 7/29/2022 Page 1 of 1 or Ln V U O c0 .. C E p a E R- 00�0 m V 0c i z d �3 � Ln N M V r zo) v c (D � �t Y O Q a 0 z x u O O O O L m ao 30018)m8 LL Z o 0 d N a) E M BLUEB�RUHOI�l a t E.o a) N O�C C L Y L /ML T O C C M m W m C T a) a) L(iT T U U as(L M R' : o N c F . r r m a U C U-.0 U al N U � O O 0g O N N V O a m C U� O V O C N Z o � � J T W C a) � — Q N aa� moo_ N o c m c `a E E c a Z U M o a 03 o W � aT A C C a 1_ �a)�O C — O O O Cl� E.� m m a)— o E EAGLES BLF L c n >05 a - = o �`o m m o U N C E �n a 0 �- m o w E U O N O C O T N w a LL 0 7 N L O a aEZ� (V �O- O Nu ESj a o C _TO T �J" N cTmE C N CO O N _ N m E m E N CL o.c ���� p�D ORCHPRO Ro ~ o c o AUG - 2 2022 Short Environmental Assessment Form Part I -Project Information VILLAGE OF RYE BROOK BUILDING DEPARTMENT Instructions for Completing 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 7 Bobbie Lane Name of Action or Project: 7 Bobbie Lane Pool Project Location(describe,and attach a location map): 7 Bobbie Lane,Rye Brook,NY 10573 Brief Description of Proposed Action: Install retaining wall,pool,pool equipment,permeable pavers/grass,relocate fence. Replace driveway with permeable pavers. Name of Applicant or Sponsor: Telephone: 914-960-9101 Jeffrey M.Gaspar,P.E. E-Mail: JGaspar@VE-NY.com Address: 2 Overhill Road,Suite 400 City/PO: State: Zip Code: Scardale NY 10583 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: rR- ❑ 3. a.Total acreage of the site of the proposed action? 0.34 acres b.Total acreage to be physically disturbed? 0.17 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.34 acres 4. Check all land uses that occur on,are adjoining or near the proposed action: 5. ❑Urban ❑ Rural(non-agriculture) ❑ Industrial ❑ Commercial 0 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? ❑ R] ❑ b. Consistent with the adopted comprehensive plan? ❑ ❑� ❑ 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 YES If Yes,identify: Z ❑ 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? ❑ R c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed ❑ action? RI 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 YES 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 RI 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 a ❑ 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: ❑Shoreline ❑ Forest ❑Agricultural/grasslands ❑Early mid-successional ❑Wetland ❑ Urban ❑✓ 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? ❑ ❑ 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, R1 ❑ 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: 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/sponsor/name: Jeffrey M.Gaspar Date:8/2/2022 Signature: . Title:Engineer PRINT FORM Page 3 of 3 EAF Mapper Summary Report Tuesday, August 2, 2022 5:24 PM Disclaimer: The EAF Mapper is a screening tool intended to assist project sponsors and reviewing agencies in preparing an environmental 135.36-1 �J 35.:i5 1-2 5% 135.35-1-36 'i - assessment form(EAF).Not all questions asked in the EAF are r 135.35-1-35 = ^' answered by the EAF Mapper.Additional information on any EAF _ question can be obtained by consulting the EAF Workbooks. Although \ / , the EAF Mapper provides the most up-to-date digital data available to x 1 35.35-1-34 � - = DEC,you may also need to contact local or other data sources in order 135.35/-1-26 to obtain data not provided by the Mapper.Digital data is not a substitute for agency determinations. ti ti 135.36-1-8 ` _­1 135.35-1-33 , / �y . CNI'm, 35 h1 onsal iy 1 .35-1-37 r M:a oe r. ti 135.35-1-38 �- -~~ Toronto 1177 Ro / tit so o drester 135.35-1-32 I I a,t:;rry 1f - I 135.36-1-7 t Batton f/ f_ '135.35-1-39 j- t� I� � _ - Provtoence 13 135.35- -61 . York 5.35-1-31 1 � / 135.35-1-60 " I� . q q __: frdi mtx ',Pit�buirgh Philadelphia almin.U5 5,.h>t?ntira�i,It1 RE MEPIT0 NRCan;Es Japan."IAETI Esn China(HAgg M4_ E'sli tPr1UIJr1 fl��.an Esn Japan MET Bn China .Horn,Vonyi,Esli Karl Es j_fl]��jlan.f PIGCC ofl op-31SU,e r..tapcnittnbutors andth?GISIUserCommntt uy 440001) -#P aiSt'e .1ap :,lrtlih'ti 3(1it�1{}'tla ieGISUserC imm unity 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 Yes- Digital mapping information on local and federal wetlands and Regulated Waterbodies] waterbodies is known to be incomplete. Refer to EAF Workbook. 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 1 `�yE DR VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A.Klein (914)939-0753 Christopher J.Bradbury www.ryebrook.org TRUSTEES SUPERINTENDENT Susan R Epstein OF PUBLIC WORKS Stephanie J.Fischer Michal Nowak David M.Heiser Salvatore W.Morlino August 11,2023 Joseph Lucchese&Michele Lucchese 7 Bobbie Lane Rye Brook,New York 10573 Re: Planning Board Escrow Account for 7 Bobbie Lane Dear Mr. &Mrs. Lucchese: Your project escrow account currently has a negative balance which must be brought up to date. Please deposit with the Village, the sum of $275.00 as soon as possible. A spread sheet outlining invoices is attached for your review.Thank you for your attention to this matter. Sincerely, Tara A. Orlando Secretary,Planning Board, Zoning Board of Appeals & Architectural Review Board Cc:Michal Nowak,Superintendent of Public Works Enclosure FROJECTADDRESS 7 BOBBIE LANE. PRO CINAME LUCCHESE FUNERAL HOME CCOUNT# CCOUNT START DATE: ACCOUNT CLOSE DATE: Aat don date here INVOICE DATE E WOICE# CHECK DATE CHECK# DISTRIBUTED TO DEBIT DEPOSIT Balance UnpWd Invoices 7/l/2022 5363 VRB i 2,500.00 9/29/2022 22-95 10/13/2022 1429 DOLPH i 640.00 10/18/2022 85367 11/16/2022 1437 K&B ; 300.00 11/21/2022 22-100 12/28/2022 1438 DOLPH i 760.00 11/17/2022 86076 12/28/2022 1440 K&B i 200.00 11/17/2022 F5540.08-01 2/9/2023 1445 FFC i 580.00 12/20/2022 87264 5/15/2023 1456 K&B ; 125.00 12/22/2022 22-102 5/15/2023 1454 DOLPH i 120.00 1/19/2023 87988 5/15/2023 1456 K&B ; 75.00 2/15/2023 6122 VRB ; 300.00 2/11/2023 88836 5/15/2023 1456 K&B i 200.00 4/10/2023 6249 VRB ; 200.00 7/19/2023 92511 K&B i 275.00 i 3 5.00 i 3,000.001 4275.00 ; 275.00 . 19 VILLAGE OF RYE BROOK MAYOR 938 King Street,Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A.Klein (914)939-0753 Christopher J.Bradbury www.ryebrook.org TRUSTEES SUPERINTENDENT Susan R.Epstein OF PUBLIC WORKS Stephanie J.Fischer Michal Nowak David M.Heiser Salvatore W.Morlino February 6,2023 Joseph Lucchese&Michele Lucchese 7 Bobbie Lane Rye Brook,New York 10573 Re: Planning Board Escrow Account for 7 Bobbie Lane Dear Mr. &Mrs. Lucchese: Your project escrow account currently has a negative balance which must be brought up to date. Please deposit with the Village, the sum of $300.00 as soon as possible. A spread sheet outlining invoices is attached for your review.Thank you for your attention to this matter. The applicable section of Village Code requiring payment of professional fees by the applicant is included on the next page for your review and convenience. Sincerely, Tara A. Orlando Secretary,Planning Board, Zoning Board of Appeals & Architectural Review Board Cc: Michal Nowak, Superintendent of Public Works Enclosures §47-2.Escrow accounts. [Adopted by the Board of Trustees of the Village of Rye Brook 8-9-1994 by L.L. No. 9-1994;amended in its entirety 10-27-2020 by L.L.No.9-2020.Subsequent amendments noted where applicable.] A. An escrow account to pay such consultant's fees may be required where the Village deems it necessary to retain a consultant regarding the application for the following applications: (1)Applications requesting an interpretation of any provision of the Village Code; (2)Site plan applications in accordance with Chapter 209; (3)Special use permit applications in accordance with§250-6H; (4)Variance applications in accordance with§250-13; (5)Subdivision applications in accordance with Chapter 219; (6)Architectural review in accordance with Chapter 8; (7)Erosion and sediment control permit in accordance with Chapter 118; (8)Floodplain development permit in accordance with Chapter 130; (9)Steep slopes work permit in accordance with Chapter 213; (10)Permits to perform any regulated activity in a wetland in accordance with Chapter 245; (11)Tree removal appeal in accordance with Chapter 235;and (12)Any other application where the Village deems it necessary to retain a consultant regarding the application. B.The applicant shall submit a separate check in an amount to be determined by the Village Administrator or Superintendent of Public Works/Village Engineer,but not less than$250 nor more than$2,500,to be used to establish an escrow account,from which withdrawals shall be made to reimburse the Village for the costs of professional review services. C.The applicant shall be provided with copies of any Village invoice for such services as they are submitted to the Village.All costs charged to the applicant shall be those reasonable and necessary to the decision making function of the reviewing board as set/defined in§47-1B. D.The applicant shall be required,from time to time,to deliver additional funds to the Village for deposit in the escrow account if such additional funds are required to pay for professional consultation services rendered to the Village or anticipated to be rendered.This amount shall be determined by the reviewing board or the Superintendent of Public Works/Village Engineer based on an evaluation of the nature and complexity of the application. E.If such account is not replenished within 30 days after the applicant is notified,in writing,of the requirement for such additional deposit,the reviewing Board may suspend its review of the application. An application shall be deemed incomplete if any amount shall be outstanding. F.In the event that any application before any Board or department is withdrawn prior to any actions being taken,the applicant is nevertheless responsible for any expenses incurred by the Village with regard to said application prior to such withdrawal. G.A deposit in escrow may be required at any stage in the application process,including but not limited to preapplication discussions with the applicant. H.The applicant shall be provided with copies of any invoice for consultant fees as they are submitted to the Village and with Village staff time records for services for which reimbursement is sought. I.Escrow funds shall be refunded to the applicant when the applicant formally withdraws the application from consideration by the permitting authority or when the applicant receives a final determination from the permitting authority;in either case,all reimbursable charges incurred by the Village shall be first deducted from the escrow account,leaving an unencumbered balance that is not required by the permitting authority to pay consulting costs attributable to the application.Fees collected in accordance with the Village Code shall not be refunded.After all pertinent costs have been paid,the Village shall refund to the applicant any funds remaining in the escrow account within 30 days from the date of the final determination issued by permitting authority or from the date the applicant notifies the Village,in writing, of the withdrawal of the application.If the applicant is indebted to the Village for any fees,the amount of money still owed shall be added to the real property Village tax of the property and shall become a lien against the property if not paid within 30 days of written demand. J.A building permit nor certificate of occupancy or use shall not be issued unless all professional review fees charged in connection with the applicant's project have been paid by the applicant.In no case shall a building permit or certificate of occupancy be issued to the applicant if the applicant is indebted to the Village for any professional review fees in excess of the escrow. IC The imposition of escrow account fees are in addition to,and not in place of,other fee schedules currently in force. PRO CTADDRESS 7 BOBBIE LANE PRO CT NAME LUCCHESE FUNERAL HOME ACCOUNT# CCOUNT START DATE: ACCOUNT CLOSE DAM Ant Mars A*bnr INVOICE DATE INVOICE# CHECK DATE CHECK# DISTRIBUTED TO DEBIT DEPOSIT Balance UnpaidInvoices 7/1/2022 5363 VRB : 2,500.00 9/29/2022 22-95 10/13/2022 1429 DOLPH $ 640.00 10/18/2022 85367 11/16/2022 1437 K&B $ 300.00 11/21/2022 22-100 12/28/2022 1438 DOLPH f 760.00 11/17/2022 86076 12/28/2022 1440 K&B = 200.00 11/17/2022 F5540.08-01 FFC $ 580.00 12/20/2022 87264 K&B : 125.00 12/22/2022 22-102 DOLPH : 120.00 1/19/2023 87988 K&B $ 75.00 $ 2,800.00 i 2,500.00 4300.00 = 900.00 [E DD 1 DEC ' 1 2�22 570 Taxter Road, Suite 300 Dolph Rotfeld Engineerin Elmsford, 105 (914) 631-8-8600 phone VILLAGE OF RYE BROOK (914) 631-5769 fax An I,u inccrs Company BUILDING DEPARTMENT www.drepc.com www.aiengineers.com TO: Mr. Michal Nowak Village of Rye Brook Notes from conference call with Jeff Gaspar and FROM: lames Natarelli, P.E. Michal Nowak on October 19, 2022 DATE: September 8, 2022 SUBJECT: 7 Bobbie Lane Site Plan Application In reference to the above-mentioned project,this office has received (on August 26, 2022) and reviewed the following: 1. Memo prepared by Veritas Engineering and Inspection dated August 23, 2022; 2. Plans prepared by Veritas Engineering and Inspection dated April 27, 2021, revised August 24, 2021(sic); 3. Plans prepared by Hudson Engineering& Consulting, P.C. dated February 18, 2022, revised August 18, 2022. With respect to Village Code Chapter 209 regarding Site Plan Review,the comments from this office's August 9, 2022 memo are as follows (with notes on the current submission in italics below each comment): 1. It is recommended that percolation tests and deep test holes are repeated and witnessed by the Village of Rye Brook prior to issuance of a Building Permit in order to confirm the percolation rates used in the stormwater practice sizing calculations, and to confirm the proper vertical separation between stormwater practices and rock or groundwater as represented on the design drawings. Gaspar to psuubmiitt photos. PB may require this be done prior to Veritas Engineering(VE�nos�ackhowledged this comment. 2. Existing house and driveway drainage systems (and discharge locations) must be shown on the plans including house leader drains and the driveway's existing drain inlet. The existing driveway drainage system and discharge location has still not been provided. The composition of the existing driveway drainage system and discharge location(if applicable)must be shown on the plans. To be investigated by VE/HEC. Potentially to be removed. Discussion included overflow of permeable pavers in greater storms events. 3. Stormwater design information must only be shown on one set of plans. Permeable paver limits, details,and specifications should only be shown on the stormwater management plans. VE plans still refer to a specific permeable paver block manufacturer which differs from the manufacturer indicated on the Hudson Engineering(HEC)plans. Plans to be updated such that all retaining wall and pool info is on VE plans, stormwater is on HEC plans 4. Disagreement between plans by Hudson Engineering(HEC) and plans by Veritas Engineering (VE) must be resolved including but not limited to: Improving Life By Design. Mr.Nowak Rye Brook Planning Board Engineers 7 Bobbie Lane-Site Plan Application September 8,2022 Page 2 a. The soil stockpile area on VE plans and the construction fence around the infiltration units on the HEC plans. Plans to be b. Pool discharge piping. updated such that all retaining wall c. Pool cover drainage. and pool info is d. Driveway limits along the eastern property line. on VE plans,, stormwater on The eastern driveway apron on both the VE and HEC plans does not align with the HEC plans proposed driveway edge along the property line. Plans must indicate how the existing driveway apron will be integrated with the new driveway edge and plans must also indicate the how areas under the removed driveway will be restored. e. VE plans include a crossed-out detail for"Permeable Paver(Typ.)". HEC plans refer to permeable patio"(by others)" but include a detail for"Unilock—Permeable Pavers". VE plans still refer to a specific permeable paver block manufacturer which differs from the manufacturer indicated on the HEC plans. 5. VE plans include a specification for"DuPont Forever Lawn"; however, it is not clear where this is proposed. Specifications, installation details,and permeability characteristics of this surface must be submitted for review. This surface must be considered in the drainage calculations as necessary. Info to be added to plans. Areas that are indicated as "grassed"on HEC plans are referred to with a "DuPont Forever Lawn" label on VE plans. Furthermore, VE plans include a "grass section"detail, the application area limits of which are not specified on the VE plan. Plans must be consistent, clear about what is being proposed, and include all relevant details. 6. VE retaining wall notes indicate that"Design engineer shall determine the required drainage Perf pipe to be put facilities to completely drain the retaining wall structure for each particular site condition." The behind wall, calcs proposed method of drainage(with discharge location)for the retaining wall must be shown on already do account the plans and submitted for review. Retaining wall drainage design must be coordinated with for pool deck the integration of the permeable pool deck. drainage. Check valve to be added VE plans refer to a perforated pipe that appears to be in front of the wall, however, the retaining to pert pipe for wall section detail shows the perforated pipe behind the wall. Plans and details must be backflow. consistent with one another. Additionally, proposed perforated pipe invert elevations must be Elevations to be confirmed - perf provided to confirm that connections can be made to the infiltration system as proposed. pipe should come If the retaining wall's perforated pipe is to be connected to the infiltration system (Cultec units) in above top of cultecs. then the infiltration system must be designed to accommodate stormwater permeating through the pool deck's permeable pavers. 7. Prior to issuance of a Building Permit a detailed review must be done of the retaining wall design calculations. The design calculations shall include but not be limited to the following: • Signature and seal of a licensed New York State professional engineer. • Analysis of the retaining wall with respect to its capacity to support the proposed pool, fill, and pool deck drainage. Analysis must include explanation of assumptions used. Improving Life. By Design. Mr.Nowak Rye Brook Planning Board 7 Bobbie Lane-Site Plan Application September 8,2022 Page 3 • Subgrade bearing capacity requirements. Analysis must include the subgrade bearing capacity used in the calculations. Additionally,the completed wall installation must be certified by a licensed New York State professional engineer to be in conformance with the approved plans and must include test results certified by a NYS certified testing lab including but not limited to: • Subgrade bearing capacity • Backfill gradation • Compaction Continuing the numbering from the previous memo,the following is an additional comment based on the new submitted material: 8. The anticipated depth of the proposed retaining wall's geogrid into the retained soil must be indicated on the plans to confirm that there will be no conflict with the adjacent proposed pool. Dimensions of geogrid to be added to section on sheet A104, and dimension of separation between wall and pool to be added to plan. Pool plumbing design review is by the Village Building Department. Upon receipt of amended plans addressing these comments,this office is prepared to continue its review. Improving Life. By Design. 570 Taxter Road,Suite 300 Dolph Rotfeld Engineering Elmsford, NY 10523 (914) 631-8600 phone An ,; I'alo;inc°c�rs Company (914) 631-5769 fax www.drepc.com www.aiengineers.com TO: Mr. Michal Nowak D LLB (` ��1�I F Village of Rye Brook L� �L--v l� 3D FROM: James Natarelli, P.E. SEP ' 8 2022 DATE: September 8 2022 VILLAGE OF RYE BROOK BUILDING DEPARTMENT SUBJECT: 7 Bobbie Lane Site Plan Application In reference to the above-mentioned project,this office has received (on August 26, 2022) and reviewed the following: 1. Memo prepared by Veritas Engineering and Inspection dated August 23, 2022; 2. Plans prepared by Veritas Engineering and Inspection dated April 27, 2021, revised August 24, 2021(sic); 3. Plans prepared by Hudson Engineering&Consulting, P.C. dated February 18, 2022, revised August 18, 2022. With respect to Village Code Chapter 209 regarding Site Plan Review,the comments from this office's August 9, 2022 memo are as follows(with notes on the current submission in italics below each comment): 1. It is recommended that percolation tests and deep test holes are repeated and witnessed by the Village of Rye Brook prior to issuance of a Building Permit in order to confirm the percolation rates used in the stormwater practice sizing calculations, and to confirm the proper vertical separation between stormwater practices and rock or groundwater as represented on the design drawings. Veritas Engineering (VE)has acknowledged this comment. 2. Existing house and driveway drainage systems (and discharge locations) must be shown on the plans including house leader drains and the driveway's existing drain inlet. The existing driveway drainage system and discharge location has still not been provided. The composition of the existing driveway drainage system and discharge location (if applicable)must be shown on the plans. 3. Stormwater design information must only be shown on one set of plans. Permeable paver limits, details, and specifications should only be shown on the stormwater management plans. VE plans still refer to a specific permeable paver block manufacturer which differs from the manufacturer indicated on the Hudson Engineering (HEC)plans. 4. Disagreement between plans by Hudson Engineering (HEC) and plans by Veritas Engineering (VE) must be resolved including but not limited to: Improving Life.By Design. Mr.Nowak Rye Brook Planning Board Engineers 7 Bobbie Lane-Site Plan Application September 8,2022 Page 2 a. The soil stockpile area on VE plans and the construction fence around the infiltration units on the HEC plans. b. Pool discharge piping. c. Pool cover drainage. d. Driveway limits along the eastern property line. The eastern driveway apron on both the VE and HEC plans does not align with the proposed driveway edge along the property line. Plans must indicate how the existing driveway apron will be integrated with the new driveway edge and plans must also indicate the how areas under the removed driveway will be restored. e. VE plans include a crossed-out detail for"Permeable Paver(Typ.)". HEC plans refer to permeable patio"(by others)" but include a detail for"Unilock—Permeable Pavers". VE plans still refer to a specific permeable paver block manufacturer which differs from the manufacturer indicated on the HEC plans. 5. VE plans include a specification for"DuPont Forever Lawn"; however, it is not clear where this is proposed. Specifications, installation details, and permeability characteristics of this surface must be submitted for review. This surface must be considered in the drainage calculations as necessary. Areas that are indicated as "grassed"on HEC plans are referred to with a "DuPont Forever Lawn" label on VE plans. Furthermore, VE plans include a "grass section"detail, the application area limits of which are not specified on the VE plan. Plans must be consistent, clear about what is being proposed, and include all relevant details. 6. VE retaining wall notes indicate that"Design engineer shall determine the required drainage facilities to completely drain the retaining wall structure for each particular site condition." The proposed method of drainage (with discharge location)for the retaining wall must be shown on the plans and submitted for review. Retaining wall drainage design must be coordinated with the integration of the permeable pool deck. VE plans refer to a perforated pipe that appears to be in front of the wall, however, the retaining wall section detail shows the perforated pipe behind the wall. Plans and details must be consistent with one another. Additionally, proposed perforated pipe invert elevations must be provided to confirm that connections can be made to the infiltration system as proposed. If the retaining wall's perforated pipe is to be connected to the infiltration system (Cultec units) then the infiltration system must be designed to accommodate stormwater permeating through the pool deck's permeable pavers. 7. Prior to issuance of a Building Permit a detailed review must be done of the retaining wall design calculations. The design calculations shall include but not be limited to the following: • Signature and seal of a licensed New York State professional engineer. • Analysis of the retaining wall with respect to its capacity to support the proposed pool, fill, and pool deck drainage. Analysis must include explanation of assumptions used. improving Lifr By Design. Mr.Nowak Rye Brook Planning Board ®Engineer s 7 Bobbie Lane-Site Plan Application September 8,2022 Page 3 • Subgrade bearing capacity requirements. Analysis must include the subgrade bearing capacity used in the calculations. Additionally,the completed wall installation must be certified by a licensed New York State professional engineer to be in conformance with the approved plans and must include test results certified by a NYS certified testing lab including but not limited to: • Subgrade bearing capacity • Backfill gradation • Compaction Continuing the numbering from the previous memo,the following is an additional comment based on the new submitted material: 8. The anticipated depth of the proposed retaining wall's geogrid into the retained soil must be indicated on the plans to confirm that there will be no conflict with the adjacent proposed pool. Pool plumbing design review is by the Village Building Department. Upon receipt of amended plans addressing these comments, this office is prepared to continue its review. Improving Life. By Design. 570 Taxter Road,Suite 300 Dolph Rodeld Engineering Elmsford, Y 10523 phone ( fax An M Engineers Company www.drepc.com www.aiengineers.com TO: Mr. Michal Nowak Village of Rye Brook FROM: James Natarelli, P.E. AUG 10 ZOZZ DATE: August 9, 2022 VILLAO�� OF RYE BROOK BUILDING DEPARTMENT SUBJECT: 7 Bobbie Lane Site Plan Application In reference to the above-mentioned project,this office has received (on August 2, 2022)and reviewed the following: 1. Stormwater Management Plan & Drainage Analysis prepared by Hudson Engineering& Consulting, P.C. dated June 17, 2021 revised April 6, 2022; 2. Survey of Property prepared by TC Merritts Land Surveyors, Inc. dated October 2, 2020; 3. Plans prepared by Veritas Engineering and Inspection dated April 27, 2021; 4. Plans prepared by Hudson Engineering&Consulting, P.C. dated February 18, 2022. With respect to Village Code Chapter 209 regarding Site Plan Review, our comments are as follows but are not limited to: 1. It is recommended that percolation tests and deep test holes are repeated and witnessed by the Village of Rye Brook prior to issuance of a Building Permit in order to confirm the percolation rates used in the stormwater practice sizing calculations, and to confirm the proper vertical separation between stormwater practices and rock or groundwater as represented on the design drawings. 2. Existing house and driveway drainage systems (and discharge locations) must be shown on the plans including house leader drains and the driveway's existing drain inlet. 3. Stormwater design information must only be shown on one set of plans. Permeable paver limits, details, and specifications should only be shown on the stormwater management plans. 4. Disagreement between plans by Hudson Engineering(HEC) and plans by Veritas Engineering (VE) must be resolved including but not limited to: a. The soil stockpile area on VE plans and the construction fence around the infiltration units on the HEC plans. b. Pool discharge piping. c. Pool cover drainage. d. Driveway limits along the eastern property line. Improving Life.By Design. Mr.Nowak Rye Brook Planning Board ®Engineers 7 Bobbie lane-Site Plan Application August 9,2022 Page 2 e. VE plans include a crossed-out detail for"Permeable Paver(Typ.)". HEC plans refer to permeable patio"(by others)" but include a detail for"Unilock—Permeable Pavers". 5. VE plans include a specification for"DuPont Forever Lawn"; however, it is not clear where this is proposed. Specifications, installation details, and permeability characteristics of this surface must be submitted for review. This surface must be considered in the drainage calculations as necessary. 6. VE retaining wall notes indicate that "Design engineer shall determine the required drainage facilities to completely drain the retaining wall structure for each particular site condition." The proposed method of drainage (with discharge location)for the retaining wall must be shown on the plans and submitted for review. Retaining wall drainage design must be coordinated with the integration of the permeable pool deck. 7. Prior to issuance of a Building Permit a detailed review must be done of the retaining wall design calculations. The design calculations shall include but not be limited to the following: • Signature and seal of a licensed New York State professional engineer. • Analysis of the retaining wall with respect to its capacity to support the proposed pool, fill, and pool deck drainage. Analysis must include explanation of assumptions used. • Subgrade bearing capacity requirements. Analysis must include the Subgrade bearing capacity used in the calculations. Additionally,the completed wall installation must be certified by a licensed New York State professional engineer to be in conformance with the approved plans and must include test results certified by a NYS certified testing lab including but not limited to: • Subgrade bearing capacity • Backfill gradation • Compaction Pool plumbing design review is by the Village Building Department. Upon receipt of amended plans addressing these comments, this office is prepared to continue its review. Improving Life. By Design. reS l y 555 Theodore Fremd Ave.,Suite C-301 Rye, NY 10580 &Hanover T:914.967.6540 www.hardestyhanover.com IECIEWE DD MEMORANDUM OCT - 1 2022 To: Robert I. Goodman, Chairman, and the VILLAGE OF RYE BROOK Planning Board of the Village of Rye Brook BUILDING DEPARTMENT Date: October 7, 2022 Subject: Lucchese Residence—7 Bobbie Lane—Application for Approval of a Site Plan and Steep Slopes Permit As requested, we have reviewed applications, correspondence and plans submitted by Jeffrey M. Gaspar, PE, on behalf of the property owner, Joseph Lucchese, for approval of a Site Plan and Steep Slopes Permit for the installation of a swimming pool, retaining wall, replacement of the driveway with permeable pavers and the relocation of fencing on the property located at 7 Bobbie Lane, SBL 135.51-1-1 on the Town of Rye Tax Map, in an R-12 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 dated 8/2/22; 2. Application for Site Plan Approval; 3. Site Plan Submittal Review Checklist; 4. Building Permit Check List&Zoning Analysis; 5. Exterior Building Permit Application; 6. Steep Slope Work Permit Application; 7. A topographic survey prepared by TC Merritts Land Surveyor, dated 10/2/20; 8. The following plans generally entitled, "Proposed Pool and Alterations 7 Bobbie Lane," prepared by Hudson Engineering and Consulting, dated 8/18/22: a. Sheet C-1, "Erosion and Sediment Control Plan," b. Sheet C-2, "Stormwater Management Plan," C. Sheet C-3, "Stormwater Management Plan," 9. The following plans generally entitled, 7 Bobbie Lane" prepared by Veritas Engineering + Inspection, dated 9/20/2022: a. Sheet T001, "Title Sheet," b. Sheet Al01, "Existing Site Plan," C. Sheet Al02, "Proposed Site Plan," d. Sheet Al03, "Proposed Grading Plan," Hardesty &Hanover engineering that moves you e. Sheet A104, "Retaining Wall Elevations," f. Sheet A105, "Retaining Wall Notes," g. Sheet Al06, "Pool Sections & Details," h. Sheet Al07, "Sections & Details." 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 SEQR because it involves the construction of minor accessory/appurtenant residential structures. 2. Steep Slopes Permit. The proposed grading would result in 173 square feet of disturbance to the existing steep slopes on the property. The Applicant should verify that the amount of disturbance noted on the plans is correct. It does not match the amount of disturbance noted on the steep slopes work permit application. Approval of a steep slopes work permit will require compliance of all grading and filling with the requirements of Chapter 213 of the Village Code. 3. Landscaping. The plans note that additional plantings will be provided with the installation of the pool. As previously requested, the symbols used for the plantings are not legible on the plan. The plans should clearly note the location of all proposed plantings. In addition, the plant schedule should be revised to provide the species, size and quantity of planting proposed. The Cut Leaf Japanese maple should be replaced with a native species. We look forward to discussion with the Board. Sarah L. Brown, AICP Principal Planner cc: Honorable Mayor and the Village Board of Trustees Christopher Bradbury, Village Administrator Michal Nowak, Superintendent of Public WorksNillage Engineer Drew Victoria Gamils, Esq., Village Attorney Jeffrey Gaspar, PE, for the Applicant Ha rdes l 555 Theodore Fremd Ave.,Suite C-301 Rye, NY 10580 &Hanover T:914.967.6540 www.hardestyhanover.com MEMORANDUM ► ' SEP - 2 2022 1 i To: Robert I. Goodman, Chairman, and the VILLAG-E OF RYA �s zooK Planning Board of the Village of Rye Brook BUILDING p`pNR,rMLNT Date: September 2, 2022 Subject: Lucchese Residence— 7 Bobbie Lane—Application for Approval of a Site Plan and Steep Slopes Permit As requested, we have reviewed applications, correspondence and plans submitted by Jeffrey M. Gaspar, PE, on behalf of the property owner, Joseph Lucchese, for approval of a Site Plan and Steep Slopes Permit for the installation of a swimming pool, retaining wall, replacement of the driveway with permeable pavers and the relocation of fencing on the property located at 7 Bobbie Lane, SBL 135.51-1-1 on the Town of Rye Tax Map, in an R-12 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 dated 8/2/22; 2. Application for Site Plan Approval; 3. Site Plan Submittal Review Checklist; 4. Building Permit Check List& Zoning Analysis; 5. Exterior Building Permit Application; 6. Steep Slope Work Permit Application; 7. A topographic survey prepared by TC Merritts Land Surveyor, dated 10/2/20; 8. The following plans generally entitled, "Proposed Pool and Alterations 7 Bobbie Lane," prepared by Hudson Engineering and Consulting, dated 8/18/22: a. Sheet C-1, "Erosion and Sediment Control Plan," b. Sheet C-2, "Stormwater Management Plan," C. Sheet C-3, "Stormwater Management Plan," 9. The following plans generally entitled, 7 Bobbie Lane" prepared by Veritas Engineering + Inspection, dated 4/27/21: a. Sheet T001, "Title Sheet," b. Sheet A101, "Existing Site Plan," C. Sheet Al02, "Proposed Site Plan," d. Sheet A103, "Proposed Grading Plan," Hardesty &Hanover _ engineehng that moves you e. Sheet Al04, "Retaining Wall Elevations," f. Sheet Al05, "Retaining Wall Notes," g. Sheet A106, "Pool Sections & Details," h. Sheet Al07, "Sections & Details." 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 SEQR because it involves the construction of minor accessory/appurtenant residential structures. 2. Steep Slopes Permit. The proposed grading would result in 173 square feet of disturbance to the existing steep slopes on the property. The Applicant should verify that the amount of disturbance noted on the plans is correct. It does not match the amount of disturbance noted on the steep slopes work permit application. Approval of a steep slopes work permit will require compliance of all grading and filling with the requirements of Chapter 213 of the Village Code. 3. Site Plan. The pool equipment has been located on the east side of the house approximately 12 feet from the property line. We recommend that the pool equipment be moved to an area behind the house that will better shield it from neighboring properties. 4. Landscaping.The plans note that additional plantings will be provided with the installation of the pool. The symbols used for the plantings are not legible on the plan. The plans should clearly note the location of all proposed plantings. In addition, the plant schedule should be revised to provide the species, size and quantity of planting proposed. The Cut Leaf Japanese maple should be replaced with a native species. 5. Tree Preservation. The Details Plan should be revised to include a tree protection detail that is in accordance with Chapter 235 of the Village Code. We look forward to discussion with the Board. Sarah L. Brown, AICP Principal Planner cc: Honorable Mayor and the Village Board of Trustees Christopher Bradbury, Village Administrator Michal Nowak, Superintendent of Public Works/Village Engineer Drew Victoria Gamils, Esq., Village Attorney Jeffrey Gaspar, PE, for the Applicant Veritas Engineering and Inspection, PLLC 2 Overhill Road,Suite 400,Scarsdale,NY 10583 Tel 914-458-1110 GGaspar@VeritasEngineeringNY.com ENGINEERING + INSPECTION www.VeritasHomeServices.coni September 20,2022 Memorandum SEP 2 9 2022 To: Michal Nowak Village of Rye Brook From: Jeffrey M. Gaspar, P.E. Veritas Engineering and Inspection, PLLC CC: Joseph Lucchese Below is a response to the plan review comments provided verbally on September 7, 2022. Comment Summary in black,Response in red 1. It is preferred that the pool equipment be located more centrally to the property for sound attenuation purposes. a. Pool equipment relocated to the rear of the property immediately adjacent to the garage. Veritas Engineering and Inspection, PLLC 2 Overhill Road,Suite 400,Scarsdale, NY 10583 Tel 914-458-1110 JGaspar@VeritasEngineeringNY.com ENGINEERING + INSPECTION www.VeritasHomeServices.com August 23,2022 Memorandum LA 2To: Michal Nowak 2 5 2022 Village of Rye Brook VILLAGE OF RYA BROOK BUILDING DEPARTMENT From: Jeffrey M. Gaspar, P.E. Veritas Engineering and Inspection, PLLC CC: Joseph Lucchese In accordance with an in-person plan review at the Town of Yorktown, below is a response to the comments dated August 9,2022. Comment Summary in black,Response in red With respect to Village Code Chapter 209 regarding Site Plan Review, our comments are as follows but are not limited to: 1. It is recommended that percolation tests and deep test holes are repeated and witnessed by the Village of Rye Brook prior to issuance of a Building Permit in order to confirm the percolation rates used in the stormwater practice sizing calculations, and to confirm the proper vertical separation between stormwater practices and rock or groundwater as represented on the design drawings. a. Understood. 2. Existing house and driveway drainage systems(and discharge locations)must be shown on the plans including house leader drains and the driveway's existing drain inlet. a. Existing downspouts added to drawings; drainage discharges to ground surface. 3. Stormwater design information must only be shown on one set of plans. Permeable paver limits, details, and specifications should only be shown on the stormwater management plans. a. Acknowledged; VE plans revised to reflect. 4. Disagreement between plans by Hudson Engineering (HEC)and plans by Veritas Engineering(VE)must be resolved including but not limited to: a. The soil stockpile area on VE plans and the construction fence around the infiltration units on the HEC plans. b. Pool discharge piping. c. Pool cover drainage. d. Driveway limits along the eastern property line. e. VE plans include a crossed-out detail for"Permeable Paver(Typ.)". HEC plans refer to permeable patio "(by others)"but include a detail for"Unilock—Permeable Pavers". Veritas ENGINEERING+INSPECTION a. Acknowledged: duplicated & inconsistent items removed from VE drawings. 5. VE plans include a specification for"DuPont Forever Lawn"; however, it is not clear where this is proposed. Specifications, installation details,and permeability characteristics of this surface must be submitted for review. This surface must be considered in the drainage calculations as necessary. a. Added legend for surface coverage to clarify locations; permeability data identified for each surface— see sheet A 103. 6. VE retaining wall notes indicate that"Design engineer shall determine the required drainage facilities to completely drain the retaining wall structure for each particular site condition." The proposed method of drainage(with discharge location)for the retaining wall must be shown on the plans and submitted for review. Retaining wall drainage design must be coordinated with the integration of the permeable pool deck. a. Discharge locations added to 1/A103. Retaining wall will discharge to infiltration system via 4" solid drainpipe from 4" perforated drainpipe with directions to ensure positive slope in piping. 7. Prior to issuance of a Building Permit a detailed review must be done of the retaining wall design calculations. The design calculations shall include but not be limited to the following: a. Signature and seal of a licensed New York State professional engineer. b. Analysis of the retaining wall with respect to its capacity to support the proposed pool, fill, and pool deck drainage. Analysis must include explanation of assumptions used. c. Subgrade bearing capacity requirements. Analysis must include the subgrade bearing capacity used in the calculations. Additionally,the completed wall installation must be certified by a licensed New York State professional engineer to be in conformance with the approved plans and must include test results certified by a NYS certified testing lab including but not limited to: d. Subgrade bearing capacity e. Backfill gradation f. Compaction a. Acknowledged Page 2 of 2 BUIL MENT REV IS t kL� t lif.3 L[ VI E OF RYE- OK EE:j KING ET RYF,BROd ,NY 1 9KAN JUL 10 2022 914)93 -VAX(914) 39-580 DATE : r e r BUILDING DEPARTMENT FOR OFFICE USE ONLI Approval Date: Permit # Application# Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: Date: BOT Approval Date: Case# Chairman: PB Approval Date: Case# Secretary: ZBA Approval Date: Case# Other: Application Fee: Permit Fees: EXTERIOR BUILDING PERMIT APPLICATION Application dated: 6/21/2021 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:7 Bobbie Lane,Rye Brook,NY 2. Parcel ID#:135.35-1-38 Zone: R-10 3. Proposed Improvement(Describe in detail): Install retaining walljpool,pool equipment,fence,permeable ground cover,and replacing driveway with permable pavers. 4. Property Owner: Joseph Luccese Address: 7 Bobbie Lane,Rye Brook,NY Phone#917-757-1821 Cell#917-757-1821 e-mail JLucc91 I@yahoo.com List All Other Properties Owned in Rye Brook: Applicant: Address: Phone# Cell# e-mail Architect: Address: Phone# Cell# e-mail Engineer:Jeffrey M. Gaspar,P.E. Address: 2 Overhill Rd, Suite 400,Scarsdale,NY 10583 Phone#914-458-1110 Cell# 914-960-9101 e-mail JGaspar@VeritasEngineeringNY.com General Contractor: Address: Phone# Cell# e-mail (1) 3/21/19 BUILD _ RTMENT D �J REVISED SSEEp 1 2021 VIL E OF RYE'$ROOK PPLICATION 938 KING ET RYE B1109K,NY 10573 JUN 2 5 2021 A SEp 2 g 2021 (914)93 o 939-5801 DD DATED. w e \` ra VILLAGE OF RYE BROOK BUILDING DEPARTMENT FOR OFFICE USE ONLY: Approval Date: Permit# Application# Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: : Date: BOT Approval Date: Case# ; Chairman: PB Approval Date: Case# Secretary: ZBA Approval Date: Case# Other: Application Fee: Permit Fees: EXTERIOR BUILDING PERMIT APPLICATION Application dated: 6/21/2021 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:7 Bobbie Lane,Rye Brook,NY 2. Parcel ID#:135.35-1-38 Zone: R-10 3. Proposed Improvement(Describe in detail): Install pool,pool equipment,fence and permeable paver patio. 4. Property Owner: Joseph Luccese Address: 7 Bobbie Lane, Rye Brook,NY ? �/ep�/ Phone# 91�-939-7%o57 Cell#���p��7��� 97O 7 e-mail/t/Jacc 8a7dp9ma,/ COM List All Other Properties Owned in Rye Brook: Applicant: Address: Phone# Cell# I'— n e-mail ,_N4tmf_zaA ct: "Soiv i►►�Rc1 t n�l� F"l l� t ns Address: Phone# cl ( C'( Z Cell# e-mail ttitlC.I�tSG( >Qds.oN Engineer:Jeffrey M.Gaspar, P.E. Address: 2 Overhill Rd, Suite 400, Scarsdale,NY 10583 Phone#914-458-1110 Cell# 914-960-9101 e-mail JGaspar@VeritasEngineeringNY.com General Contractor: Address: Phone# Cell# e-mail (I) 3/21/19 5. Occupancy,(1-Fam.,2-Fam.,Commercial.,etc...)Pre-construction: I-fam Post-construction:I-fam 6. Area of lot: Square feet;) 14 Acres: .- 7. Dimensions from proposed building or structure to lot lines: front yard: N/`°' rear yard: 51 right side yard: N/A left side yard: 51 other: 8. If building is located on a corner lot,which street does it front on:N/A 9. Area of proposed building in square feet: Basement: 11 fl: 2°d fl: 3`d fl: 10. Total Square Footage of the proposed new construction: 11. For additions,total square footage added:Basement: 11 fl: 2nd fl: 3`d fl: 12. Total Square Footage of the proposed renovation to the existing structure: 13. N.Y.State Construction Classification: N.Y.State Use Classification: 14. Number of stories: Overall Height: Median Height: 15. Basement to be full,or partial: , finished or unfinished: 16. What material is the exterior finish:Mesa Block(Harvest Blend Color) 17. Roof style;peaked,hip,mansard,shed,etc: Roofing material: 18. What system of heating: 19. If private sewage disposal is necessary,approval by the Westchester County Health Department must be submitted with this application. 20. Will the proposed project require the installation of a new,or an extension/modification to an existin automatic fire suppression system?(Fire Sprinkler,ANSL System,FM-200 System,Type I Hood,etc...) Yes: No: (if yes,applicant must submit a separate Automatic Fire Suppression System Permit application&2 sets of detailed engineered plans) 21. Will the proposed project disturb 400 sq.ft.or more of land,or create 400 sq.ft.or mo a of impervious coverage requiring a Stormwater Management Control Permit as per§217 of Village Code? Yes: No: Area: 22. Will the proposed project require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes: W" No: (if yes,applicant must submit a Site Plan Application,&provide detailed drawings) 23. Will the proposed project require a Steep Slopes Permit as per§213 of Village Code Yes: V No: (f yes,you must submit a Site Plan Application,&provide a detailed topographical survey) 24. Is the lot located within 100 ft.of a Wetland as per§245 of Village Code? Yes: No: (if yes,the area of wetland and the wetland buffer zone must be properly depicted on the survey&site plan) 25. Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9/28/07? Yes: No: (if yes,the area and elevations of the flood plane must be properly depicted on the survey&site plan) 26. Will the proposed project require a Tree Removal Permit as per§235 of Village Code? Yes: No: (if yes,applicant must submit a Tree Removal Permit Application) 27. Does the proposed project involve a Home-Occupation as per§250-38 of Village Code? Yes: No:A PEO _ Indicate: TIER I: TIER H: TIER III: (f yes,a Nome Occupation Permit Application is required) 28. List all zoning variances granted or denied for the subject property. 29. What is the total estimated cost of construction: $ q5,000 Note:The estimated cost shall include all site improvements,labor,material,scaffolding,fixed equipment,professional fees,including any material and labor which may be donated gratis.If the final cost exceeds the estimated cost,an additional fee will be required prior to issuance of the CIO. 30. Estimated dateofcompletion: y�/�715Z'S T� (2) 3/21/19 BUILDING DEPARTMENT D E VILLAGE OF RYE BROOK R VISE 938 KING STREET RYE BROOK, NY NOV 16 2o2I (914)939-0668 Fax (914) 939- � ���C TQ GE DATED: BUILD1 GODS ART OOI< r RESIDENTIAL LOT AREA COVERAGE Address:? Bobbie Lane, Rye Brook,NY Section: 135.35 Block: I Lot:38 PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS (Local Law 3-88) YOUR ZONE AREA IN MAIN ACCESS. DECK ZONE DISTRICT SQ. FEET BLDG. BLDG. MAX. (CHECK) MAX. R-35 35,000 14% 4% 5% R-25 25,000 14% 3.5% 4% R-20 20,000 14% 3.5% 4% R-15 15,000 16% 3.5% 4% R-15A 15,000 12% 3.5% 4% R-12 12,500 17% 4% 4% R-10 10,000 20% 4.5% 3.5% R-7 7,500 23% 4.5% 3.5% R-5 5,000 30% 5% 3.5% R-2F 5,000 30% 5% 3.5% Existing: Proposed: 1. AREA OF LOT 14854 Sq. Ft. 14854 Sq. Ft. 2. AREA OF HOUSE a. Coverage of Main Building (Including Attached Garage or Accessory Building) 2983 Sq. Ft. 2983 Sq. Ft. b. Area of 1 s1 Floor Divided By Area of Lot x 100 12.0 % 12.0 3. AREA OF ACCESSORY BUILDING (Includes Detached Garages, Too[ Shed, Playhouses) 0 Sq. Ft. 0 Sq. Ft. a. Coverage of Accessory Building Area of Accessory Building Divided By Area of Lot x 100 0 % 0 4. AREA OF DECK 506 Sq. Ft. 506 Sq. Ft. a. Coverage of Deck Area of Deck Divided By Area of Lot x 100 3.4 % 3.4 attest to the best of my knowledge and belief, the above information is correct. Architect's Signature (3) Y2I/19 rAPPLIC;kd&2 VISED 01022 BUILDING DEPARTMENT VILLAGE OF RYE BROOK PLA�`' - JUL 2 0 2022TED: --- 38 KING STREET RYE BROOK,NY 10 (914) 939-0668 —t—IBIUILDING DEPARTMENT IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address:7 Bobbie Lane,Rye Brook,NY Section: 135.35 Block: I Lot: 10 Zone: K-10 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(%) 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 89960 23 R-10 45 40,001 &larger 1 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: 14854(5425 Front .ft. Existing Allowed _Proposed Total impervious coverage = 6396 S .ft. 5262 S . ft. 3919 S .ft. Front impervious coverage = 46 % 45 % 0 % I attest to the best of my knowledge and belief,the above information is correct. Architect's Signature (4) 8/12/2021 E B BUILDING DEPARTMENT 1E C E 0 " VILLAGE OF RYE BROOK JUN 2 5 2021 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 VAx(914)939-5801 VILLAGE OF RYE BROOK NvwN.i-viyhrook.orL, BUILDING DEPARTMENT AFFIDAVIT OF COMPLIANCE VILLAGE CODE �216 • STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT. STATE OF NEW YORK, COUNTY OF WESTCHESTER ) as: .Jo Eoy LuC�Nflf_ � .P Afv� �y ior-2 , residing at, 7 �daiE ,9,,.t� s'L` , (Prim nmilc) f Nddre�e whcrc vnu IIvC) 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; '&Ayc C/_'Wf , Rye Brook, NY. 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-nalurc" roperl\ ()%Nncrk I'rini Aamc(d I'rnhCrl\ (h�ncrl,ll Sworn t fore e this o2 V" day o e , 20 a ROBERT RUGGIERO Notary Public,State of New York No.03-4515031 Qualified in Bronx County Certificates Filed in New York&Westchester Counties (6) Commission Expires September 30,20,V� 3/21/19 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 WESTCHESTER ) as: Jeffrey M. Gaspar , 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/agent for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief, and that any work performed, or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications, as well as in accordance with the New York State Uniform Fire Prevention& Building Code, the Code of the Village of Rye Brook and all other applicable laws, ordinances and regulations. By signing this application, the property owner further declares that he/she has inspected the subject property, and that to the best of his/her knowledge there are no roof drains, sump pumps or other prohibited stormwater or groundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property. Sworn to before me this � y Sworn to before me this day of cG.Ve , 20 ZI day of v uNP , 20 Signature Property Owner Sign Applicant of�,y Ncc��rP J0 A. �S 4tameoperty Owner Print a of t tot f 66fic ROBERT RUGGIERO ROBERT RUGGIERO Notary Public,State of New York Notary Public,State of New York No.034515031 No.03-4515031 Qualified in Bronx County Qualified in Bronx County Certificates Filed in New York&Westchester Counties certificates Filed in New York&Westchester Counties Commission Expires September 30,20,2 J' Commission Expires September 30,20.7f— (8) 3/21/19 , Building Permit Check List&Zoning Analysis i Address: Sg — Zone '-,—Z'( Use: Z f o Const.Type: Other. Submittal Date 2 L Z Revisions Submittal Dates: Applicant L a G+J-�S Z�J 2 ? Z -Z�2 Nature of Work f 12 v"2--, Do VtjTl OrJ c� CF , —7_24--_' A N t,,) L l_ ENGrDPW Reviews:ZBA: S EP 2 9 2021 PB: BOT: Other. OK ( ( ) FEES:Filing T BP: C/O: Legalization: APP: Dated✓Notarized: ✓ SBL: ✓Truss I.D. Cross Connection: ✓ H.O.A.: (•� ( ) Scenic Roads: Steep Slopes: Wetlands: a treet Opening. ( ( ) ENVIRO:Long Short: Fees: N/A: SITE PLAN:Topo: Site otection S/W Mgmt.: Tree Plan: Other. ( ) ( SURVEY:Dated Z Z 2 Current: ✓Archival• Sealed ✓ Unacceptable: ( ) ( PLANS:Date Stamped Sealed ✓ Copies: --2— Electronic: ✓ Other. (� ( ) License: Workers Comp: Liability: Comp.Waiver. Other. (� ( ) CODE 753#: Dated N/A.- 1-UGH-VOLTAGE ELECTRICAL:Plans: Permit: N/A Other. ( ( ) LOW-VOLTAGE ELECTRICAL:Plans: Perms N/A: Other.7o o v I.A21-1 S ( ) ( ) 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. G A S Other. (� ( ) FUEL TANK:Plans: Permit Fuel Type: ( ) ( ) 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. (4RB mtg.date: approval:- notes: ( ) A mtg.date: approval: notes: ( PB mtg.date: approval: notes: REQUIRED EXUIMN PROPOSED NOTES l O 4c 1—T Cir ?S I Fro tan g to.0 ` Front: Front: 30 '3 t , t - o Si D ZS C� 2 Fiar. o 3' Main Cov --- Accs.Cv - F S t3 A Sd,H/Sb N QF P p. Tot,in- 5Z(0 3 S co 39 — Ft.Imv: ff.S �' C�'l, Fiee S( No N Pazkine Vi A HHd&/Stories: P°A n tes:CD N C o C e- rz Oo ` ESN (^ .0-3 �O! A avwa N QvEST►�ti 3 F_ f N JP. 0a a � Residential Building Permit Fee Work Sheet Permit#: Date Issued SBL: Zone: Address: Property Owner&Contact Info: Job Description: For all new dwellings and for additions measuring 800 sq. ft. or more made to existing dwellings, the following fee schedule shall apply: (plus any alteration fees) Total Sq. Ft. (excluding basements) x$225.00 x $I5.00/$I,000.00 Basement Sq. Ft. x $65.00 x $I5.00/$I,000.00 -------------------------------------------------------------------------------------------------------------------- New Construction Sq.Ft. • New Construction Cost • Building Permit Fee Basement= sq. ft.x$65.00 = $ x$I5.00/$I,000.00 = $ Attached Garage= sq. ft.x$225.00= $ x$I5.00/$I,000.00 = $ I'c Fl. = sq. ft.x $225.00= $ x$I5.00/$I,000.00= $ 2°d Fl. = sq.ft.x$225.00 = $ x$I5.00/$I,000.00= $ 3rd Fl. = sq.ft.x $225.00= $ x$I5.00/$I,000.00= $ 4,1,Fl. = sq. ft.x$225.00 = $ x$I5.00/$I,000.00= $ Total Sq.Ft. = sq. ft. Total Cost = $ Total B.P.Fee= $ Total Amount Paid = $ Total Amount Due = $ Date: Signed: d • BUILDING DEPARTMENT R LE C E� V E VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 JUN 2 5 2021 (914)939-0668 FAx(914)939-5801 wwwxyebrook.org VILLAGE OF RYE BROOK BUILDING DEPARTMENT ::*ss•:*s:*�#*#*::*:*:::::.:***#::**s***sss.s*�**********:.*:**.::...•.*:::�••..**:::•••**�*..::::�::*::.** ARCHITECTURAL REVIEW BOARD CHECK LIST FOR APPLICANTS This form must be completed and signed by the applicant of record and a copy shall be submitted to the Building Department prior to attending the ARB meeting. Applicants failing to submit a copy of this check list will be removed from the ARB agenda. Job Address: 7 Bobbie Lane,Rye Brook,NY Date of Submission: 6/21/2021 Parcel ID#:135.35-1-38 Zone R-10 Proposed Improvement(Describe in detail): APPLICANT CHECK LIST: Install pool,pool equipment,fencing associated retaining wall MUST BE COMPLETED BY THE APPLICANT The following items must be submitted to the Building Department by the applicant-no exceptions. 1. ( -1 Completed Application 2. ( .)'Two(2) sets of sealed plans. (one full size {maximum Property Owner:Joseph Lucchese allowable plan size=36"x 42"1 and one 1 1"x 17") 7 Bobbie Lane Rye Brook NY 10573 3. ( )Two(2)copies of the property survey. Address: y 4. Two(2)copies of the proposed site plan. Phone#516-318-9484 5. ( )One electronic/disc copy of the complete Applicant appearing before the Board: application materials. 6. ( -)Filing Fee. Jeffrey M.Gaspar P.E. 7. ( )Any supporting documentation. Address:2 Overhill Rd,Suite 400,Scarsdale,NY 10583 8. ( )HOA approval letter. (if applicable) 9. ( )Photographs. Phone#914-618-4314 10.( ) Samples of finishes/color chart. (a sample board or Architect/Engineer: Jeffrey p M.Gaspar,P.E. model may be presented the night of the meeting) Phone#914-618-4314 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 this Sworn to before me this /�A_ day of K�F , 20 Zl day of JJ U� e , 20 21 Sigot6e /of Property Owner Signature o"Whcdnt Print N Own licant 6 c blic JAMES F.PARISI Notary Public,State of New Yoo Notary Public,State of New York No.03-4984417 No.03-4984417 Qualified In Bronx County Qualified in Bronx County Commission Expires 7/22/,2 1 Commission Expires 7/2211 3/21/19 Tara Orlando From: Tara Orlando Sent: Thursday,June 30,2022 11:24 AM To: Jeffrey M.Gaspar,P.E. Cc: mlucc827@gtnail.com Subject: RE: 7 Bobbie Lane Importance: High Jeff, Not sure if you saw my email below. Would you be able to get me everything by tomorrow? 7'ara A. OrCando Planning Board& Zoning Board of.Appeals Secretary `Village of Rye Brook 938 Xing Street Rye Brook, New York 10573 Office (914) 939-o668 From:Tara Orlando Sent:Tuesday,June 28, 2022 4:05 PM To:Jeffrey M. Gaspar, P.E. <JGaspar@veritasengineeringny.com> Cc: mlucc827@gmail.com Subject: RE: 7 Bobbie Lane Importance: High Hi Jeff, Thank you for dropping off�thle plans today. Can you email me the revised p o you have an update on Mike Stein's plans? ,need, 5 Se�'S S,�- d S��a► c�, Please see attached applications that must be submitted. The following fees are due at the time of submission; Site Plan application fee $325.00 crow/Consultant review fee $2,500.00 (must be on a separate check) fa seep Slopes permit application$250.00 f6 Do you know when these will be su,4utted? We are trying to get this to the Planning Board for July (there isn't an August meeting) Tara 1 Tara A. Orlando Planning Board& Zoning Board of.Appeals Secretary Village of Rye Brook 938 Xing Street Rye Brook, New fork 10573 Office (914) 939-o668 From:Jeffrey M.Gaspar, P.E.<JGaspar@veritaseneineerineny.com> Sent: Monday,June 27, 2022 11:02 AM To:Tara Orlando<torlando@ryebrook.ore>; michael@hudsonec.com Cc: mlucc827@email.com Subject: Re: 7 Bobbie Lane Sorry about that Tara. I'll drop them off tomorrow morning. Mike,would you like me to swing by at 9:30 or so to pick up yours and I'll drop them off at the same time. Regards, Jeff Get Outlook for iOS From:Tara Orlando<torlando@ryebrook.ore> Sent: Monday,June 27, 2022 10:25:45 AM To:Jeffrey M.Gaspar, P.E.<JGaspar@veritasensineerineny.com>; michael@hudsonec.com <michael@hudsonec.com> Cc:.mlucc827@gmaii.com<mlucc8279email.com> Subject: 7 Bobbie Lane Good morning, Jeff- Our office is in receipt of revised plans A103 &A107. The 3 sets you submitted are not signed and sealed. Can you please submit 4 full set of plans including these pages, signed and sealed including the revision date? Please also submit an electronic copy. Mike - Can you please submit 4 full set of your revised plans signed and sealed including the latest revision date? The last set of plans we have are dated 2/18/2022 with a revision date of 11/11/2021. Please also submit an electronic copy. Please feel free to contact me if you have any questions. 2 7"ara A Orlando Planning Board& Zoning Board of AyyeaCs Secretary TiCCage of Rye Brook 938 Xing Street Rye Brook, New York 10573 Office (914) 939-o668 3 Tara Gerardi From: Tara Gerardi Sent: Tuesday, September 28, 2021 10:24 AM �] To: Jeffrey M. Gaspar, P.E. Cc: Mike Izzo w I 03t Su✓� q Subject: RE: 7 Bobbie Lane b d IF ovie- Good morning, C� We need a current, original, signed and sealed propertysurve in order for the Building Inspector to begin his review of the application. Tara A. gerardt Secretary - Planning Board, Zoning Board of.Appeals & .Architectural Review Board Village of Rye Brook 938 Xing Street Rye Brook, New York 10573 Office (914) 939-0668 From:Jeffrey M. Gaspar, P.E. <JGaspar@veritasengineeringny.com> Sent:Tuesday,September 28, 2021 10:20 AM To:Tara Gerardi<tgerardi@ryebrook.org> Subject: RE: 7 Bobbie Lane Tara, Attached are the lot calculation page and survey. I think I have everything now. Do you need me to drop off hard copies of them? Regards, Jeff Jeffrey M. Gaspar, P.E. Verie t a s ENGINEERING+ INSPECTION 0:(914)458-1110 C:914-618-4314 E:JGaspar(a.VeritasEn ine eerinp-NY.com W:www.VeritasHomeServices.com From:Tara Gerardi<tPerardi@ryebrook.orR> Sent: Friday,September 17, 2021 10:43 AM To:Jeffrey M.Gaspar, P.E. <JGaspar@veritaseneineeringny.com> 1 ' c Subject: FW: 7 Bobbie Lane Importance: High Alti� Iti� Mr. Gaspar, Please see the email below, also the lot coverage calculation page is missing. The review process can't begin without the survey and calculation forms. Tara A. Gerard Secretary - Planning Board, Zoning Board of.Appeals & .Architectural Review Board `Village of Rye Brook 938 Xing Street Rye Brook, New York 10573 Office (914) 939-0668 From:Tara Gerardi Sent:Wednesday,June 30, 2021 11:46 AM To:Jeffrey M. Gaspar, P.E.<JGa spa r@veritasensi nee rineny.corn> d �� Subject: RE: 7 Bobbie Lane 1�\ It was the photos, the scaled survey, the impervious coverage form and I don't believe you submitted an electronic submission. Please let me know if you have any questions. Tara I'ara .A. Gerard Secretary - Planning Board, Zoning Board of-AppeaCs & .Architectural Review Board ` Aage of Rye Brook 938 acing Street Rye Brook, New York 10573 Office (914) 939-0668 Fax (914) 939-5801 From:Jeffrey M.Gaspar, P.E.<JGasgar@veritaseneineerineny.com> Sent:Wednesday,June 30, 2021 11:37 AM To:Tara Gerardi<teerardi@rvebrook.ore> Subject: Re: 7 Bobbie Lane 2 I am not at my desk right now where my notes are. It was just the photos,wasn't it? I thought I had sent them. If you need something else,just let me know and I will send it right over. Regards, Jeff Get Outlook for iOS From:Tara Gerardi<tserardi@ryebrook.ore> Sent:Wednesday,June 30, 2021 11:15:38 AM To:Jeffrey M.Gaspar, P.E.<JGaspar@veritaseneineerinsny.com> Subject: 7 Bobbie Lane Good morning Mr. Gaspar, I was just checking on the additional documents for this application,will you be sending it over soon? Tara Tara A G erardi Secretary - Planning Board, Zoning Board of-AyyeaCs & ArchitecturaCReview Board `Village of Rye Brook 938 Xing Street Rye Brook, New fork 10573 Office (914) 939-0668 Fax (914) 939-5801 3 Mike Izzo From: Mike Izzo Sent Wednesday, September 29, 2021 3:43 PM To: Jeffrey M.Gaspar, P.E. Cc: Michael Stein; Michal Nowak; 'Tara Gerardi' Subject: 7 Bobbie Lane, Rye Brook, NY Dear Mr. Gaspar, The Building Department is in receipt of an application and plans for the installation of an in-ground swimming pool,pool patio, pool fence, retaining wall, regrading, and other improvements at the subject property. The initial incomplete submission was received on June 25, 2021, with subsequent materials including the property survey received on September 28, 2021. After a cursory review of all the submitted materials I offer the following preliminary comments: f1. The application contains no contact information for the property owner nor for Hudson Engineering. Please revise the application to include the complete contact information for all interested parties. 2. The lot size indicated on the permit application pages do not match the lot size indicated on the property survey. Since all the bulk calculations are based on lot size please verify the correct lot size and re-submit any corrections on the appropriate forms. ✓ 3. Your plans indicate that the pool fence must comply with§305 of the 2018 ISPS. Please note that the correct governing document is Chapter R326 of the 2020 RCNYS. Please revise the plans accordingly. 4. Your plans indicate a 4'-0" high pool fence gate, while the engineering plans prepared by Hudson Engineering indicate a 6'-0" high pool fence gate. Please verify the correct pool fence gate height and / arrange for one plan or the other to be revised. ✓ 5. The application and plans indicate that the pool &patio installation will disturb a steep slope as defined by Village Code Chapter 213, however no Steep Slopes Permit Application was submitted, nor are there any details or additional information in this regard provided on the plans. Please submit a Steep Slopes Permit Application and revise the plans to include details regarding the degree of disturbance within the steep slope. Please provide the revisions to the Building Department for further review. Thank you. AIIA?d(T /,as Building& Fire Inspector Village of Rye Brook, NY (914)939-0668 1 'CCT 2 5 2021 VILL,gGE DRIVEWAY EASEMENT AGREEMENT BUItD1NG pEPARTBROOK THIS AGREEMENT dated as of the 29th day of October, 1996, by and between JOYCE SHRAGOWITZ ("Shragowitz")of 9 Bobbie Lane, Rye Brook,New York and BENJAMIN J. DULMAN and ILENE M. DULMAN ("Dulman") of 7 Bobbie Lane, Rye Brook,New York. WHEREAS, Shragowitz are the owners of premises known as 9 Bobbie Lane, Rye Brook in the Town of Rye, Westchester County,New York, having acquired title by deed dated May 10, 1962, and recorded June 4, 1962, in the Westchester County Clerk's Office in Liber 6203 of Deeds at Page 8, also known as tax map Section 1, Block 6AA, Lot 55 ; and WHEREAS, Dulman are the owners of premises known as 7 Bobbie Lane, Rye Brook, New York, also known as tax map Section 1, Block 6AA, Lot 56, by deed dated as of October 29, 1996, and intended to be recorded simultaneously with this agreement; and WHEREAS, there is a driveway located upon the property of Dulman which encroaches approximately 1 foot onto the property of Shragowitz,as shown on a survey made by The Munson Company, dated November 12, 1959, brought to date September 27, 1996,a copy of which is attached hereto; and WHEREAS, the parties hereto wish to establish the rights and obligations with respect to the said driveway for themselves, their heirs, successors and assigns; NOW, THEREFORE, in consideration of the mutual promises contained herewith, the parties agree as follows: 1. The driveway located along the boundary between the premises known as 9 Bobbie Lane, Rye Brook, New York, presently owned by Shragowitz, and the premises known as 7 Bobbie Lane, Rye Brook, New York,presently owned by Dulman is the Dulmans'driveway. 2. Shragowitz hereby grants to Dulman, their heirs, successors and assigns a perpetual easement and right to use the portion of said driveway located upon the Shragowitz' premises as shown on the attached survey map solely for the purpose of ingress and egress and for the purpose of maintaining the said driveway. 3. The driveway, including that portion for which the easement is granted, shall be maintained by the Dulmans and shall be utilized as their driveway as shown on the attached survey map for their exclusive use. 4. Dulman releases any claim they may have in and to the property underlying the portion of the driveway located on the premises of Shragowitz, as shown on the attached survey map except for the rights established under this agreement. IN WITNESS WHEREOF,the parties have executed this Agreement as of the date first above written. J YCE SHRA WITZ AM'Le4' NM? MAN ILENE M. DULMAN A,,, STATE OF NEW YORK ) ss: COUNTY OF WESTCHESTER ) On the28 day of October 1996, before me personally came JOYCE SHRAGOWITZ to me known to be the individuals described in and who executed the foregoing instrument and acknowledged that the le ute same. Notary Public REAR CScepe of New Y� STATE OF NEW YORK ) NotarY No 4$22305 Ss: ,Qualified in New York COu 199g'� COUNTY OF WESTCHESTER ) Commission Exp�rea Nov.30. On thei day of October 1996, before me personally came BENJAMIN J. DULMAN to me known to be the individuals described in and executed the foregoing instrument and acknowledged that they executed the same. Notary PubM 46 STATE OF NEW YORK ) )ss.: COUNTY OF WESTCHESTER ) On this 29th day of October, 1996 before me the subscriber personally came BENJAMIN J. DULMAN to me known and known to me to be the attorney in fact of ILENE M. DULMAN \ known to be the individual described in and who executed the foregoing instrument and duly acknowledged before me that she executed the same as the act and deed of ILENE M. DULMAN therein described and for the purpose therein mentioned by virtue of certain Power of Attorney duly executed by ILENE M. DULMAN dated September 30, 1996. otary Public KENNETH J.GOULD Notary Public, State of;dew York No.a62631C Qualified in P/es:rhes county ;er coun Commission Expires Aprii 30. 19�� /(,c J nr a rN 0-0 4'a E S Q. /�?�sCt-wS CiPP9 '� Goo�d ii 11000(n ve �vc�n.af i Fcao.c .re P"".r NS /oGe G Tirz! "o. S'rc no✓ �3wct G•!A to r SL rows ,�yE 0,".* G 444c Brco.� Coc..rly G/Girz"rct`�7E� 7�` do89•C �-9•�l RyE a•cao�, �y s,�3 TOIYPI Ot' R'l{�` TITLE # ANY96-3159 �g,30N11r o: !_ 7� v 00 j1µ �4• WI k Ce"`r•`• t •� 'roc'-� '�'9M� �i G�'� vroN� eaiAfo. 0. � 4 O� U� '''arc � •p tY, i�� h ►N �s � � ,20 ; ,' � I 1.•\ -,BOO'°°' a�P4 c Z L. 0 Ssd3oYd _ u ( So, R. = : 0.W) L p►�� .. ..i yr: -.r SuRv�.Y of 56 AS -S A awe I1 cN " MAP OF SSCTlor1 3 _ RICI-1 D iq CouaTY cLZQKS oFFICZ •��CY'S2v�.`(L- p AS iIJ POSS�•SSION SURVEY BROUGHT TO DATE A CEATIFICATION t ADDED SEPT.27,1996 .:... CERTIFIED TO ALL NEW YORK TITLE AGENCY INC., 'on�P 4N.y- • j •`;�• - CHICAGO TITLE INSURANCE COMPANY, Land S�ry orS MERRILL LYNCH CREDIT CORPORATION, THE MuNSoN a BEJAMIN DULMAN & ILENE M. DULMAN /83 MAIN STRg•T �' FOL.'I CD *K03097022* OCT 2 5 2021 VILLAGE OF RYE BROOK BUILDING DEPARTMENT *EAS2* TDO NOT REMOVEWESTCHESTER COUNTY RECORDING AND ENDORSEMENT PAGE (THIS PAGE FORMS PART OF THE INSTRUMENT) THE FOLLOWING INSTRUMENT WAS ENDORSED FOR THE RECORD AS FOLLOWS: TYPE OF INSTRUMENT EAS-EASEMENT FEE PAGE 6 TOTAL PAGES 6 (SEE CODES FOR DEFINITIONS) STAT'Y CHARGE 5.25 MORTGE. DATE REC'ING CHARGE 18.00 MORTGE. AMT LIBER: 11640 RECMGT FUND 4.75 EXEMPT YES_ NO_ PAGE 158 EA 5217 TP-584 5.00 REC'D TAX ON ABOVE MTGE: THE PROPERTY IS SITUATED CROSS-REF. 0.00 YONKERS $ IN WESTCHESTER COUNTY, MISC. 0.00 BASIC $ NEW YORK IN THE: ADDITIONAL $ TOWN OF RYE TOWN SUBTOTAL $ TOTAL PAID MTA $ 33.00 SPECIAL $ TOTAL PAID $ SERIAL NO. $ 0.00 CONSIDERATION DWELLING 1-6 OVER _ DUAL TOWN RECEIVED: _ DUAL COUNTY/STATE TAX AMOUNT $�0 0 TRANSFER TAX# 0009656 HELD NOT HELD TITLE COMPANY NUMBER: 01 EXAMINED BY LLH6 RECORDING DATE 01/22/97 TERMINAL CTRL# 97022KO30 TIME 15:03 DATE RETURNED WITNESS MY HAND AND OFFICIAL SEAL LEONARD N. SANO WESTCHESTER COUNTY CLERK R P JUL - 1 2022 D T� BUILDING DEPARTMENT STORMWATER MANAGEMENT PLAN & DRAINAGE ANALYSIS 7 Bobbie Lane Village of Rye Brook - New York June 17th, 2021 Revised February 18, 2022 Revised April 6, 2022 �oF NC O r cr- A LU � o v �FESStON� Hudson Engineering & Consulting, P.C. 45 Knollwood Road— Suite 201 Elmsford, NY 10523 (914) 909-0420 Hudson Engineering& Consulting, P.C. STORMWATER MANAGEMENT PLAN & DRAINAGE ANALYSIS 7 Bobbie Lane Village of Rye Brook - New York INTRODUCTION This Stormwater Management Plan presents the proposed Best Management Practices (BMPs) to control erosion and sedimentation and manage stormwater during and upon construction of the proposed pool, permeable patio, and permeable driveway at 7 Bobbie Lane, in the Village of Rye Brook, Westchester County, New York. This Plan consists of this narrative and a plan set entitled: "Proposed Pool and Alterations, 7 Bobbie Lane, Village of Rye Brook, Westchester County- New York", all as prepared by Hudson Engineering and Consulting, P.C., Elmsford, New York, last revised April 6, 2022. The design is in accordance with the Village of Rye Brook requirements. Since the project disturbance is less than one acre the New York State Department of Environmental Conservation [NYSDEC] stormwater regulations are not applicable. METHODOLOGY The stormwater analysis was developed utilizing the Soil Conservation Service (SCS) TR-20, 24-hour Type III storm events (HydroCad®)to assist with the design of the mitigating practices. The "Complex Number" (CN) value determination is based on soil type, vegetation, and land use. The design is in accordance with the Village of Rye Brook's stormwater regulations. The "Time of Concentration" (Tc) was determined as a direct entry of one-minute. The CN and Tc data are input into the computer model. The project site was modeled for the 25-year Type III — 24- hour storm event. PRE-DESIGN INVESTIGATIVE ANALYSIS A pre-design investigative analysis was performed including percolation and deep- hole tests in the location shown on the plans. A series of percolation test were performed in the vicinity of the potential stormwater mitigation practice [TP-1] until constant rates were achieved, the result as follows: • TP-1: A percolation rate of 4.33 minutes per inch (13.86-inches per hour) was observed. A percolation rate of 13-inches per hour was used in the design. Two (2) deep test holes were excavated and labeled TP-1 & TP-2 as shown on the plans. Hudson Engineering & Consulting, P.C. • TP-1 was excavated to a depth of 58-inches. The test revealed topsoil to a depth of 6-inches and silty loam w/ large rocks to the invert. Ledge rock was encountered at 58-inches. No groundwater was observed. • TP-2 was excavated to a depth of 103-inches. The test revealed topsoil to a depth of 6-inches, silty loam w/ large rocks to a depth of 48-inches, compact brown sandy loam to a depth of 65-inches, and loose sandy silt to the invert. No groundwater or ledge rock was observed. The deep test hole log and percolation test data sheets are attached. PRE-DEVELOPED CONDITION The project site is characterized as gently sloping from northwest to southeast. The soil classification based upon Westchester County Soils Mapping is Urban land-Charlton-Chatfield complex, rolling, very rocky. The site vegetation can be characterized as lawn and landscaped. The site is located on the southern side of Bobbie Lane approximately 250 feet from the intersection of Bobbie Lane and Rock Ridge Drive. The site has an existing single-family dwelling, walkways, wood deck and an asphalt driveway. POST-DEVELOPED CONDITION The proposed pool, permeable patio and section of driveway were modeled as one watershed, Watershed 1. The proposed improvements result in a net increase of 703 square feet of impervious area in the form of the proposed pool and 796 square feet of pervious area consisting of the permeable patio. Watershed 1 contains a tributary area of approximately 2,202 square feet. The weighted Complex Number (CN) value for this area is 97 and the Time of Concentration (Tc) is calculated as a direct entry of 1 minute. The stormwater runoff from this tributary area is conveyed via a comprehensive drainage system to four (4) Cultec® Recharger 330XLHD Rechargers set in one foot of gravel at the sides and at the invert. The system is designed to fully accept (no release) the entire stormwater runoff volume for the 25-year storm event from the watershed and ex-filtrate the runoff into the surrounding soil sub-strata. The existing asphalt driveway is to be replaced with permeable pavement. The proposed permeable driveway was modeled as one watershed, Watershed 2. Watershed 2 contains 2,764 square feet. The weighted Complex Number (CN) value for this area is 98 and the Time of Concentration (Tc) is calculated as a direct entry of 1 minute. The stormwater runoff from this tributary area is stored via 6- inches of clean washed gravel wrapped in filter fabric. The system is designed to fully accept (no release) the entire stormwater runoff volume for the 25-year storm event from the watershed and ex-filtrate the runoff into the surrounding soil sub- strata. Hudson Engineering & Consulting, P.C. CONCLUSION The stormwater management plan proposed meets all the requirements set forth by the Village of Rye Brook. Design modification requirements that may occur during the approval process will be performed and submitted for review to the Village of Rye Brook. Hudson Engineering & Consulting, P.C. z z N Q d R OSZ'" OEZZUSb OLZZVSV 062" 0/LZOSV OSLZVSV OELZ" OLLZVSV 060ZKO N � M.Zb DO oU � M.Z4,Ob o£L N O 0 o N (O OI a " Y � � o } 3 d Z U N d T O N N Z (n L) > N "« N � O 0 0 o c) m Z 0 O Eq co ��n t ;. � a �;• _ CL 4 (r ti 'o N u) C m 7 y 8 z Q Z fU M„ZS DO oEL M„ZS.Ob o£L Ocols4 OLZZ" OW" OLLZ" OSLZVSV OELZVSV 060Z45b �L z z J v v v r' v 00 _ N N N a) 'p N .L m m c0 O) N c/I m N Q N -O c0 m � 0 N N a) r `° N -O I 3 0 0 m > o ° Q � $ cLio m _ � 7o .c mo E m a�i � NE � N o Co, E d rn 7 E m d N — 0 o Z O ou 4) d CO ! m O O In L0 L cO N 0' fn O E N cA .0 N O E m Qamm `° ao CL U } o L Z 0 d 3 _ « w z c 3 N E CM am 3o N N U) v N Z -0 `m Z Zo N ' u E aiv Q r Q a) N 3 N > Q cc ma0c E U W � mar �' c� m n 3 umia w m L ai cLi `V) o o _ N m o `° o Q > O E N L m U m C 0 N U O) d — y m O O f0 c0 U ..L, p +L.. 3 m p cC T N V O N cp cn >+ T > M O O N 7 ` N d Q E Z N a aQCL Nt6 Cm m0 O LN7 O = 2�N ZZ N N E NC a) ZCO (D md m d O N o O L O m L O Ta CA y O NNLO N .O wC V ( O N EU U L E m 2 Q CD C CO o L Z E cm cm C cn Q O T N L m c0 7 N "O N O .� O U fT6 d o c m U) Y 3 O 0 o Q m m o U a m 7 to a� Ern > E F N m � :3 u '�, O N 3 0 0 CL M -in E - `� o m E m S 'S �' � 0 'o m 0 o m 40) a) o m ZQ do M 'T Lv � o 00 a) m 0 > mo m Z Y .` C �'e(2 N 7 U (n '�- U C N N O_ 7 T N r :a O O) N 4/ N Vl N UJ N E O C_ p O N E N a) C f6 N f0 7 L 0 d.� c0 N 7 c/1 L — Z — C) ..Or N mf, C ._ C O U N N O N O c6 O jn L V L ` 0 7 O f6 O E c0 ._ w E — U N a E cn � U nvQ m H o cncn U) ON H U w (D Z T T c N 7 2 O 7 U � m T'o in a> U) CD Z L� U) 4D °1 in aL n Q N L O Q 7 > ro m m m p_ m V U m N N O O m N y m O N O m L E m o w a Z cn m N w 2 O 6 m O p 0 N N C = N U) U O U U p Z in OQ: Q 2 0 m w o ■ ■ ad � � w J d a> a a � Q m m 0 0 d C c a) N O p C C O O a ° N °1 N Q O T A N N C m a° p o p t ° a 0 p p p 0 0 p p c a a co m U 6 p z cn < a m m U 3 p z C a a m m 11 El Q M O C 0 .0 a' Z � W 7 N m O Z U C Hydrologic Soil Group—Westchester County, New York Hydrologic Soil Group Map unit symbol Map unit name Rating Acres in AOI Percent of AOI UIC Urban land-Charlton- 3.9 63.3% Chatfield complex, rolling,very rocky UwB Urban land-Woodbridge D 2.3 36.7% complex, 3 to 8 percent slopes Totals for Area of Interest 6.2 100.0% Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. USDA Natural Resources Web Soil Survey 6/1/2021 Conservation Service National Cooperative Soil Survey Page 3 of 4 Hydrologic Soil Group—Westchester County, New York Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff.- None Specified Tie-break Rule: Higher USDA Natural Resources Web Soil Survey 6/1/2021 �� Conservation Service National Cooperative Soil Survey Page 4 of 4 1N V jP Watershed 1 4 Cultec 330XLHD Rechargers �[ 2 Vz 2P Watershed 2 Gravel Storage Subcat. Reach On Link Routing Diagram for Proposed Conditions-2022-04-06 Prepared by Hudson Engineering&Consulting, P.C., Printed 4/6/2022 HydroCADO 10.00-12 s/n 02549 ©2014 HydroCAD Software Solutions LLC Proposed Conditions - 2022-04-06 Type 111 24-hr 25-Year Rainfall=6.40" Prepared by Hudson Engineering & Consulting, P.C. Printed 4/6/2022 HydroCAD® 10.00-12 s/n 02549 ©2014 HydroCAD Software Solutions LLC Page 2 Summary for Subcatchment 1: Watershed 1 Runoff = 0.26 cfs @ 12.01 hrs, Volume= 0.017 af, Depth= 6.04" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-60.00 hrs, dt= 0.01 hrs Type III 24-hr 25-Year Rainfall=6.40" Area (sf) CN Description 703 98 Proposed Pool 796 96 Proposed Permeable Patio 1,499 97 Weighted Average 796 53.10% Pervious Area 703 46.90% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 1.0 Direct Entry, Direct Entry Summary for Subcatchment 2: Watershed 2 Runoff = 0.47 cfs @ 12.01 hrs, Volume= 0.033 af, Depth= 6.16" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-60.00 hrs, dt= 0.01 hrs Type III 24-hr 25-Year Rainfall=6.40" Area (sf) CN Description 2,764 98 Permeable Pavement 2,764 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 1.0 Direct Entry, Direct Entry Summary for Pond 1P: 4 Cultec 330XLHD Rechargers Inflow Area = 0.034 ac, 46.90% Impervious, Inflow Depth = 6.04" for 25-Year event Inflow = 0.26 cfs @ 12.01 hrs, Volume= 0.017 of Outflow = 0.06 cfs @ 11.70 hrs, Volume= 0.017 af, Atten= 77%, Lag= 0.0 min Discarded = 0.06 cfs @ 11.70 hrs, Volume= 0.017 of Routing by Stor-Ind method, Time Span= 0.00-60.00 hrs, dt= 0.01 hrs Peak Elev= 138.50' @ 12.35 hrs Surf.Area= 195 sf Storage= 130 cf Plug-Flow detention time= 9.7 min calculated for 0.017 of(100% of inflow) Center-of-Mass det. time= 9.7 min ( 756.0 - 746.3 ) Proposed Conditions - 2022-04-06 Type/1/ 24-hr 25-Year Rainfall=6.40" Prepared by Hudson Engineering & Consulting, P.C. Printed 4/6/2022 HydroCAD® 10.00-12 s/n 02549 C 2014 HydroCAD Software Solutions LLC Page 3 Volume Invert Avail.Storage Storage Description #1A 137.00' 138 cf 11.17'W x 17.50'L x 3.54'H Field A 692 cf Overall - 231 cf Embedded = 461 cf x 30.0% Voids #2A 138.00' 231 cf Cultec R-330XLHD x 4 Inside#1 Effective Size= 47.8"W x 30.0"H => 7.45 sf x 7.001 = 52.2 cf Overall Size= 52.0"W x 30.5"H x 8.501 with 1.50' Overlap Row Length Adjustment= +1.50' x 7.45 sf x 2 rows 369 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Discarded 137.00' 13.000 in/hr Exfiltration over Surface area Qiscarded OutFlow Max=0.06 cfs @ 11.70 hrs HW=137.04' (Free Discharge) L1=Exfiltration (Exfiltration Controls 0.06 cfs) Summary for Pond 2P: Gravel Storage Inflow Area = 0.063 ac,100.00% Impervious, Inflow Depth = 6.16" for 25-Year event Inflow = 0.47 cfs @ 12.01 hrs, Volume= 0.033 of Outflow = 0.32 cfs @ 11.97 hrs, Volume= 0.033 af, Atten= 33%, Lag= 0.0 min Discarded = 0.32 cfs @ 11.97 hrs, Volume= 0.033 of Routing by Stor-Ind method, Time Span= 0.00-60.00 hrs, dt= 0.01 hrs Peak Elev= 141.55' @ 12.07 hrs Surf.Area= 2,764 sf Storage= 39 cf Plug-Flow detention time= 0.4 min calculated for 0.033 of(100% of inflow) Center-of-Mass det. time= 0.4 min ( 740.0 - 739.6 ) Volume Invert Avail.Storage Storage Description #1 141.50' 415 cf Custom Stage Data (Prismatic)Listed below (Recalc) 1,382 cf Overall x 30.0% Voids Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 141.50 2,764 0 0 142.00 2,764 1,382 1,382 Device Routing Invert Outlet Devices #1 Discarded 141.50' 5.000 in/hr Exfiltration over Surface area Qiscarded OutFlow Max=0.32 cfs @ 11.97 hrs HW=141.51' (Free Discharge) L1=Exfiltration (Exfiltration Controls 0.32 cfs) H U D S O N SITE ADDRESS: 7 Bobbie Lane E N G I N E E R I N G TOWN/VILLAGE: Rye Brook C O N s u LT I N 6. P.C. DATE: 4/14/2021 TIME: 11:06am WEATHER: Sunny TEMP. 590 F WITNESSED BY: Nicholas Shirriah DEEP TEST HOLE DATA SHEET —STORMWATER MANAGEMENT SYSTEM DEPTH HOLE NO. 1 HOLE NO. 2 HOLE NO. 3 HOLE NO. 4 G.L. 0—6"Topsoil 0—6"Topsoil 6" 12" 6 - 58" 6 -48" 18" Silty Loam Silty Loam 24" w/large rocks w/ large rocks 30" 36" Ledge @58" 48 —65" 42" No GW Compact brown 48" Sandy loam 54" 60" 65 — 103" 66" Loose sandy silt 72" Very rock 78" 84" No Ledge 90" No GW 96" 102" 108" • Indicate level at which Ground Water(GW),Mottling and/or Ledge Rock is encountered. • Indicate level for which water level rises after being encountered. EXCAVATION PERFORMED BY: PRECISION FIELD TESTING 45 Knollwood Road - Elmsford, NY 10523 (914) 909-0420 Fax (914) 560-2086 H U D S O N SITE ADDRESS: 7 Bobbie Lane ENGINEERING TOWNNILLAGE: Rye a� CONSULTING;, PC. DATE: 4/14/2021 TIME: 11:06am WEATHER: Sunny TEMP. 59° F WITNESSED BY: Nicholas Shirriah PERCOLATION TEST HOLE DATA SHEET — STORMWATER MANAGEMENT SYSTEM Owner HOLE# CLOCK TIME PERCOLATION i Depth to Water Soil Rate From Ground Surface 1 ! Elapse i Water Level in Hole Run j E Time Start Stop Inches Drop in (i( Min. per i Inches per i Number! No. i Start Sto Min. Inches Inches inches I inch Hour I # 2 1 1 12:37 12:48 11 25 28 3 3.67 16.35 E 2 1 12:48 1:00 12 25 28 3 4 15 i i 4"0 3 i 1:00 1:13 13 25 28 3 4.33 13.86 i 4 1 1:14 1:27 13 25 28 3 1 4.33 i 13.86 E 5 # 1 ' 2 i 4„ 0 3 4 I 5 # 1 ; E i y 2 4„0 3 4 i i 5 E Notes: 1) Tests to be repeated at the same depth until approximately equal soil rates are obtained at each percolation test hole. All data to be submitted for review. 2) Depth measurements to be made from top of hole 45 Knollwood Road - Elmsford, NY 10523 (914) 909-0420 Fax (914) 560-2086 REVISED SEP 2 9 2022 FLANS DATED: FLAN5 PREPARED FOR 15015t5l E LANE ALTERATION STATEMENT: YE BROOK R NY 0573 T 15 VIOLATION OF ARTICLE II 45 OF THE NEW ITEM STATE EDUCATION LAW FOR ANY PERSON UNLEG HE OR SHE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER ITEM TEM ON THIS DRAWING IN ANYWAY.IF AN ITEM ON THIS DRAWING 15 ALTERED,THE ALTERING.ENGINEER SHALL AFFIX HIS OR HER SEAL AND NOTE THE ITEM IN ACCORDANCE WITH ARTIGLE 145 J GENERAL NOTES: s I,ALL MATERIAL5 AND WORKIMAN511I1'SHALL CONFORM TO THE REQUIREMENTS OF THE DRAWINGS,5PECIFICATION5,ALL WORK SHALL COMPLY WITH THE 2020 BUILDING CODE OF NEW YORK STATE AND NY5 ENERGY CODE AS WELL AS ALL LOCAL MUNICIPAL ORDINANCES,THE 2015 INTERNATIONAL SWIMMING POOL AND SPA CODE,THE 201 G NY5 STANDARDS AND 5PECIFICATIONS FOR EROSION m CONTROL,NY5 ENERGY COIDE,AS WELL AS ALL CITY OF WHITE PLAINS MUNICIPAL CODE AND ZONING ORDIANCE. 2,ELECTRICAL t HVAC PERMITS SHALL BE SECURED SEPARATELY, 1 3.ELECTRICAL WORK SHALL COMPLY WITH U.L.REQUIREMENTS AND THE NATIONAL ELECTRIC CODE. 4.THE GENERAL CONTRACTOR SHALL BE LICENSED AND INSURED TO PERFORM THE CONTRACTED WORK IN WESTCHESTER COUNTY, 1) 5.ALL APPLICABLE CODES,ORDINANCES AND MINIMUM STRUCTURAL REQUIREMENTS TAKE PRECEDENCE OVER THE DRAWING AND NOTES. o G.THE GENERAL CONTRACTOR SHALL OBTAIN ALL REQUIRED MUNICIPAL INSPECTIONS AND APPROVALS INCLUDING THE CERTIFICATE OF OCCUPANCY, 7.THE GENERAL CONTRACTOR SHALL MAINTAIN WORKMAN'5 COMPEN5ATION LIABILITY AND AUTOMOBILE INSURANCE DURING THE WORK. 8.ALL WORK TO BE PERFORMED IN AN ORDERLY,CLEAN AND GRADE A WORKMANLIKE MANNER. >1 9.THE GENERAL CONTRACTOR SHALL MAINTAIN THE 51TE(REMOVE KUB1315h)AND PROTECT THE OWNER'S PROPERTY,PROVIDE SHIELDING AT AREAS ADJOINING THE WORK.D15TLJRDED LAWN AREAS SHALL BE RESEEDED.SECURE PROPERTY AT THE END OF EACH WORKDAY, 10.STRUCTURAL LUMBER SHALL BE DOUGLAS FIR-LARCH(DF-U OR SOUTHERN YELLOW PINE(5YP)#2 GRADE TO BE MARKED ON LUMBER.ALL LUMBER TO BE FREE OF SPLITS/CRACKS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTION5 AND THE MEANS,METHODS,OR PROCEDURES REQUIRED TO PERFORM THE WORK, 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS,MEMBER SIZES,AND FIELD CONDITIONS PRIOR TO COMMENCING ANY WORK,AND REPORT ANY DISCREPANCIES OR CONFLICT'5 TO THE ARCHITECT. N 13.ALL DIMENSIONS SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES AND MUST BE VERIFIED DURING LAYOUT, 1-4 NO WORK SHALL COMMENCE UNTIL ALL PERMITS HAVE BEEN ISSUED. APPLICANT/OWNER: 51TE ENGINEER LI5T IOff DRAWINGS 5.°O NOT SCALE DRAWINGS. w G.WRITTEN DIMEN51ON5 ON DRAWINGS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. 17.THE DRAWING5 INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION,WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN,51MILAR Y DETAILS OF CONSTRUCTION SHALL BE USED,REPETITIVE FEATURE DRAWN OR NOTED ONLY ONCE SHALL BE COMPLETELY PROVIDED IF DRAWN NOTED IN FULL. J O5 E P H * M I C H E LE LU CC H ES E J If IF F KEY M. GA5 PAR, P.E. T00 I -TITLE 5 H E ET 18.CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEE EN COMPLETED IN ACCORDANCE WITH THE PLANS, 19.THE GENERAL CONTRACTOR SHALL ENSURE THAT ALL CON5TRUCTION METHODS USED WILL NOT CAUSE DAMAGE TO ADJACENT BUILDINGS,UTILITIES,OR OTHER PROPERTY. a` 20.THE GENERAL CONTRACTOR 15 ADVISED TO CONSIDER PERFORMING PHOTOGRAPHIC SURVEYS AND OTHER DOCUMENTATION OF THE CONDITION OF ADJACENT BUILDINGS AND OTHER 5TRUCTURE5 0 7 BOBBI E LANE 2 OVERH I LL RD A 101 - EX15T1 NG 51TE PLAN BEFORE THE START OF CONSTRUCTION. 21,THE GENERAL CONTRACTOR SHALL COMPARE AND COORDINATE THE DRAWINGS OF ALL DISCIPLINES AND REPORT ANY DISCREPANCIES BETWEEN THE DRAWINGS TO THE ARCHITECT AND ENGINEER. RYE B R00 K, N Y 10573 5 U I TE 400 A 10 2 - P RO P O5 E D 51TE PLAN 22,TYPICAL LABELED"TYPICAL"SHALL APPLY N T SITUATIONS THAT ARE THE SAME OR SIMILAR TO THOSE ENGINEER SHALL DETAILED.SEE DETAIL TITLES FORE AFFLABILRY OF A PARTICULAR DETAIL. TYPICAL DETAILS SHALL APPLY WHETHER OR NOT THEY ARE SPECIFICALLY KEYED AT EACH LOCATION,THE ENGINEER SHALL HAVE FINAL AUTHORITY TO DETERMINE APPLICABILITY OF TYPICAL DETAILS. 3 23.WHERE CONFLICTS EXIST BETWEEN STRUCTURAL DOCUMENTS,THE STRICTEST REQUIREMENTS AS INDICATED BY THE STRUCTURAL ENGINEER SMALL GOVERN. 24.NO STRUCTURAL VED BYTHE 5TRUCTURAL ENGINEER. S CA RS D A LE, NY 10563 A 103 - P RO P O5 E D GRADING PLAN 25.CONTRACTOR SHALL FOLLOW AL REQUIREMENTS L BE CUT OR CREGARDINHED OR°G THE HIANING REDUCED AND INSTALLATION OF THE ALAMINATED VENEER LUMBE MANUFACTURER, 3 A 104 - RETAINING WALL ELEVATIONS PROJECT NOTES: A 105 - RETAINING WALL NOTES ALL MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURES INSTRUCTIONS, 2.THE GENERAL CONTRACTOR HAS VISITED THE SITE AND ITS FAMILIAR WITH ALL BUILDING CONDITIONS AND SYSTEMS. L 3.ALL FENCING TO MEET 9305 OF THE 2015 SIPS;ALL GATES TO MEET§305.3.1 TO§305.3.3 OF THE 2015 I5F5;ALL DOOR ALARMS TO MEET 9305.4 OF THE 2018 ISPS. 4. ON WILL BE PROVIDED FOP JCINING S PER B3307.1 E 2015 ERNATIONAL BUILDING CODE, N A I 0 G -POOL 5 E CT I 0 N 5* D ETA I L5 5 POTABLE 1WA ER PROTECTED SMALL BED PROTECTED OPER RSECTION P2902 OFO THE H2O 0 NEW TYORK STATE RE51D NTIALL CODE BY THE INSTALLATION OF A BACKFLOW PREVENTER ON THE WATER SUPPLY y LINE TO THE HOME, G. L CODE. A 107 - E R05 I 0 N CONTROL D ETA I LS 7.SPA AND NHOT O�B 5 DES GNED AND SHALL BE L 15 DE51GNED AND SHALL BE INSTALLED D IIN N CONFORMANCE WNCt ITH THTH AANS/IAAPSP/CCC 6 PER SECTION G 4 PER SECTION RR326 3 3 OP32G3.2 Of TTHE HE�200 0 NEW YORK STATE RES20 NEW YORK STATE DDENTAAL CODE. N 8.SHOULD ANY CURRENTLY INSTALLED PERMANENT FENCING/BARRIER PROTECTING THE POOL OR POOL EXCAVATION BE REMOVED,TAKEN DOWN,OR OTHERWISE COMPROM315ED,PROVIDE TEMPORARY s BARRIERS IAW K32G,4.1 UNTIL PERMANENT FENCING/BARRIER 15 REPAIRED/REINSTALLED,CONTRACTOR SHALL INSTALL TEMPORARY BARRIER DIRECTLY AROUND POOL EXCAVATION/POOL IAW OSHA p 192C 501 AND 1910.28(b)WHILE EXCAVATION 15 UNATTENDED UNTIL POOL 15 FILLED WITH WATER. p 9.ENTRAPMENT PROTECTION SHALL BE PROVIDED FOR SWIMMING POOL AND 5FA IAW DESIGN DRAWINGS AND PER SECTION R32G.5 OF THE 2020 NEW YORK STATE RESIDENTIAL CODE. 0 10.SUCTION FITTINGS SHALL COMPLY WITH AN51/AP5P/ICC 7 PER SECTION R32G.5.1 OF THE 2020 NEW YORK STATE RESIDENTIAL CODE. 1 1,ATMOSPHERIC VACUUM RELIEF SHALL COMPLY WITH AN51/A 1 12,19.17 OR AN APPROVED GRAVITY DRAINAGE SYSTEM PER SECTION R32G.G.3 OF THE 2020 NEW YORK STATE RE5IDENTIAL CODE. 12.DISCHARGE OF 5ACKWA51HI/DRAWDOWN SHALL BE IN ACCORDANCE WITH RYE BROOK MUNICIPAL CODE§. 0 a � CONSTRUCTION RESPONSIBILITY: I.THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE COMPLETED STRUCTURE AND ARE NOT INTENDED TO INDICATE THE METHOD OR MEANS OF CONSTRUCTION,THE G CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RE5PON51BLE FOR ALL CONSTRUCTION MEANS,METHODS,PROCEDURES,TECHNIQUES,SEQUENCES,AND FOR JOB SAFETY. V 2.THE ENGINEER DOES NOT HAVE CONTROL OR CHARGE OF,AND SHALL NOT BE RE5PON515LE FOR,CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,OR PROCEDURES,FOR SAFETY PRECAUTION5 AND PROGRAMS IN CONNECTION WITH THE WORK,FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR,SUBCONTRACTOR,OR ANY OTHER PERSONS PERFORMING ANY Of THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 3.PERIODIC SITE OBSERVATION VISITS MAY BE PROVIDED BY THE STRUCTURAL ENGINEER.THE SOLE PURP05E OF THESE OBSERVATIONS 15 TO REVIEW THE GENERAL CONFORMANCE OF THE w CONSTRUCTION WITH THE STRUCTURAL CONTRACT DOCUMENTS,THESE LIMITED C55ERVATION5 SHOULD NOT BE CONSTRUED AS CONTINUOUS OR EXHAUSTIVE TO VERIFY THAT AL CONSTRUCTION 15 IN COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL WORK IN COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS. o IECC COMPLIANCE STATEMENT: TO THE 5E5T OF MY KNOWLEDGE,BELIEF,AND FROFE5510NAL JUDGEMENT,ALL WORK UNDER TH15 APPLICATION 15 COMPLIANT WITH THE 2020 INTERNATIONAL ENERGY CONSERVATION CODE. v 0 0 n S C L b C 0 1" 2" 3 m 73 0 L REV1510N5 KUFL,N N LOCAL MUNICIPALITY: CLIENT: .`�OF NEW y � 7 50531E LANE C NO.DATE 7f5-1-10N �P�V M C 6Rc� VILLAGE OF RYE BROOK J05EF1-I MIChELE LUCCHESE *�� '�* TITLE 511EET o RUENORTn _� Veritas 938 KING STREET 7 15015151E LANE DATE 4/27/2021 SALE I A5 NOTED RYE BROOK,NY 10573 RYE BROOK NY 10573 1905 ��� ENGINEERING+INSPECTION SHEER/ 2 OVEKHILL RD,5UITE 400,5CAK5DALE,NEW YORK 10553 Too I 71 JE P.E. P:(914)456-I 110 WJ�MJ.VERITASHOMESERVICEB.COM NY5 L t ICEN 091905 H Tax Lot 135.35-1-61 Now or Formerly Andrew David Grippo Tax Lot 135.35-1-60 Now or Formerly Railroad Tie Robyn and Robert ' Wall Gorin '.38,45 x Row of Hedges 141. ! 13g 53 x 142.20,, 141.75 T- 140-61, o ) Concrete ncrete 1 y Tax Lot 135.35-1-37 a0 130.55 7 40.24 Patio T Lot 55-F.M.#11517 T Wood Tax Lot 135.35-1-39 Now or Formerly o ' 14 P 14 Steps Lot 57-F.M.#11517 Jon and Bonnie X 14 i�� 0-2. Now or Formerly Ackerman T DOOR SILL Barry and Michelle ROW 143.06 / Rosen ' t Woo 1 Story Wood "edges 2 d Deck Steps ----- - Vinyl 1 Con rete alk S1 DOWEX PTI Fence a 1 .16 Bay 73 N 9, Window DOWN SPOUT 9 Stone 1 DO R SILL / aQ' Curb a 42.84 12 Story Frame o Asphalt Residence a) Drive a)Ln o AG #7 -3 EXISTING DOWN fVVA AC Unit � SPOUT Bay Window DOOR SILL on Conc. 148.12 Oil Tank -` Electric s on Conc. Meter 0 o Porch C0 o f EXISTING DOWN SPOUT Pines n 1 Tax Lot 135.35-1-38 Stone Curb Lot 56-F.M.#11517 DRAIN I \ 73 1WET T R1M_14274 Brick an OL \ 'Area_14,854.32 Sq.Ft. Flagstone \, -0.34 Acres steps 4� / \ A Stare \_ Asphalt Curb r\ aft \ o Drive Halt Gurp e of p sph y pha/t c � o orb I EX15TING 51TE PLAN o AIOI SCALE: 3/32"= 1'-0" Asphalt Curb Paving �CgTCHB DR Paving Edge of Asphalt Stone ASI/V\ RIM=148,66 At N MA NHO[E_/� Stone /' RIM'143.77 CATCHBASI/V �sph4/t / R1M=148.6 Curb / UPo% a BOBIE B L C o 2° �_ ge af'gs / TOPOGRAPHY REPARED BY CONSULTING ENGINEER LAND 5URVEYOR m U 'nha/t - holt GABRIEL E.5 OR,P.C.,BASED ON FIELD SURVEY APRIL 20,2017. _. e of Asp ur Irl PEV1510N5 KEY PLAN 7 50551E LANE N LOCAL NICIPALITY: CLIE f��F s NO.DATE 0E5CRIPf10N p� 1 10nn0z1 RECONCILE LOT51zE,5UILDws DEPARTMENT REVIEW UPDATES '�� Qy �� �' �� 9 EXISTING SITE PLAN 6 E24/20$���EERPLANEXWtNER TRUENORTn 01 y VILLAGE OF RYE BROOK J05EPH MICHELE LUCCHE5E 4 as LQ 938 KING 5TREET 7 BOBBIE LANE g05 ENGINEERING+INSPECTION DATE 4/27/2021 SKEET AS NOTED RYE BROOK,NY 10573 RYE BROOK,NY 10573 #�� C � L P�,E. P:O(914)455-1VERMILL SUOITEWWVV.VERITA9NOV1 5ERVIDALff,NEW OFK C 5.00M 3 /..{ I O I s NY5 LIC :091905 / � INSTALL ARBORVITAE SHRUBS AT 4' NEW G'H WHITE VINYL i�� NCE; ETI LEGEND INTERVALS ALONG FENCE LINE, �/. Dimensional Re ulation5 Chart RI 0 R32G F APPROX.2 OFF FENCE;SHRUBS 1 32G.4.2 SHOULD BE ADDED AS REQUIRED TO '%\' 141 THE 2020 RCNYS / ; EXISTING TREEJ5HRUB INFILL HOLES IN EXISTING 5HRUBBERY 1 Re wired/Allowable Exlstin Proposed =' F' / "HAY AND SEED WITH STANDARD 0 NEW BIG BLUE LIKIOPE Lot Area(Sq.ft.) 10,000 14,554 Ex.Row of Hedge 143 THEAST MIX THROUGHOUT. INSTALL LIBERTYI` REFS TO TABLE4,5 OFT1E 20)G NYS ~� NEW NIKKO BLUE HYDRANGEA Front Yard(ft.) 30 31.1 CORNERSTONE O' / = i , �� STAN ARDS AND SPECIFICATIONS FOR RETAINING WALL ` ^ EROS ONTROL MANUAL. NEW CORAL.13UR5T CRABAPPLE Side Yard(ft.) 10 one 5ide/25 both sides 31.9 both sides 0 /,"CON5TRU TION PERSONNEL TO Rear Yard(ft.) 30 34.5 NEW WEEPING CUTLEAF JAPANESE MAPL UTILIZE 5T ET PARKING __ ~` — =1 i/; ry DIUS 144 EW ABORATIVE SHRUBS Frontage(ft.) GO 149,G 6 — A' ! 4, CORNERS "STABILIZED CO TRUCTION <1, ,J h l 2 I_gl ENTRANCE NOT R UIRED IF Impervious Surface —O ENTERING THE PR ERTY VIA THE .- U POOL:GUNITE � n DRIVEWAY. Lot Area(sq.ft.) G39G m Exr5tm Non-compliance 3919 OVERALL DIMS:I G'x34' 4520 TURF m NSTALL ARBORVI E SHRUBS 7'-I"' DEPTI:3'-G'TO 0-0" _ 43 Lot Area% 2G E xi5ting Non-compliance 2G NEW 6'H WHITE VINYL �° ��� f ` - �~21 � AT 4'INTERVALS A ONG FENCE () FENCE;MEETING CHAPTER �f / 1 ' LINE,APPROX.2'O F FENCE; a O \ SHRUBS 5H0ULD DED A5 REQUIRED TO INFILL HO S IN Building Coverage(%) R32G§R32G.4.2 OF THE O tl �i / 2020 RCNYS d — i I F \ OPES 'k L Main Building f 5 TUR EXISTING SHRUBBERY 20 20 /m 3 2" EW 6'H WHITE VINYL CE;w/48I, Accessory Building W 4.5 5 ( ' ` (Pool t Eui.) J Aqua Roc Permeable Paver 7!7 2'''i�. SELF-LOCKING GATE MEETI CHAPTER R326.§R32G.4. .7 OF Deck 3.4 3,4 THE 2020 RCNYS + + + + + + Accessory Building: N + + + + + + + + + + +4 N5TALL FIDOOR IL START NEW G'H WHITE VIN ICE; Pool t Equipment Pad OOL + + + + + i- + + IN-GROUND REMOVE EXISTING 143.06 \\ MEETING CHAPTER R32G Lot Area(%.) x 5 TBAOK + uP®NT!Forev&I_a n_r + + + CONCRETE PATIO In NEW WHIT INYL + + 1 + + + POOL \ §R 2-G!4.2 OF THE 2020 RCN 5 4.5 O 3.9 NICE;w/60"W + � '�Q' +°� �I+ $REPLACE WITH S ° + / + + +- - �' d PERMEABLE "to 2 Rear Yard(ft,) 5 0 15 Co INACTER 5KING GATE + +t C + + + + PA w R32G + + + + + + Dec - ------ , Ex.Vinyl t tl +F-F T+ ( F++i v + ++ — Side Yar (ft.) I 0 0 !5/12.I u §R32G.4.2.7 OF THE N fiJ�!/�l �{ INSTALL GROUND ° 2020 RCNYS + + + + ; + +�y+ WIRES,TIE BACK TO Fence + + + + i + + GROUNDING ROD AT START NEW 4'H WHITE + + + '` + DOOR SILL POOL EQUIPMENT VINYL FENCE in i u OV D EXI5TI NG 5TON i +r+ +ti + + 148.16 EXISTING I 73 cuR EXISTING DOWNSPOUT \ 2 B sH � + . � DOWNSPOUT Q r CJ GRAVEL POOL EQUIPM T — �— I DOOR ILL � A 1 PAD W/BOXW OD ! I_ I_ E 0 VISUAL/SOUND BAR R -_L_I_ �— 2.84 l 2 Story Frame POOL EQUIPMENT PAD TO '_ x 2 N _ DI L�_ ' L I_I. REMOVE EXISTING BE PLACED EQUISTANT � CONCRETE WALK* Residence 5ETWEEN EXISTING 24"W Cut FIII Chart REPLACE WITH DuPONT WINDOWS tL FOR LAWN # EGEND End Area End Area y� L I�CONS�RUGT10N I �0 V Q p Station Cut(CF) FIII(CF) ENTRANCE C� L- Ex.AC Unit �Qv�P�?>� Aclu Roc Permeable Paver Property 0 0 L_L EXISTING DOOR SILL on Conc. \ 5, L A DOWN \ G, N Pool 2584 0 i L_L___ spoor 148.12 Ex.Oil Tank e OeP`�; DU ONT Forever Lawn III__L_I��_I_I R EXISTING on Conc. PN 1 X Total 2584 0 L IL_IL L�IL L I�_ L RIM�142. AIN/NIE7 J EXISTING DOWN SPOUT NDERGROUND PROPANE A(; _L L-Lr Ln Lw I—L I___L: ,� \ Q TANK,BY OTHERS LLI.L_L I_L- L_LLLL_A4 LL-L-L-L-L- -L------L_L_L__L_LLLL_L_L-I__LLl_LLL LLLL-LI-- y I_L L_L_L_L-_L— �' ER EA� __L__I yL_L L I.—I_L_L_I_ L_L-L L L _ \ EW 4 H WHITE YL FE,CE, L_LL-L_LI_LL�`�t_ �M �_L_-L_LL_LLL-L_LuL_LL_L l�Lt77 __�L_LL II w/48 W SELF-LO LNG G'TE I P R 5Q _L_ I_L_ �L MEETING CIIAPT R32 ° L-L-LI_LL_�_L_1 I 1 1 _L_LLLLLL_L_L- L_L_L.L_L -_11_..I__L I_L_ 0 §R32G.4.2,.7 OF-HE \ 0 1 Aqua Roc Permeable Pa _L L L L L I �4\2020 RCNYS. s L— L—!�L—L— Paver Driveway-L_ L—L L_L_L—L—L L—L L_Le I ` L I_I_ L L i L_L1_LLL L._L L_.L.I. L_.I_I_L_ I -L! CD 7 I PROPOSED 51TE K)z m L_L L-L_L_ L_LLLL-- i �a N L_L_L A I 0 I SCALE; 1/811=1-0" ° _L_L_L_ CU R CONTRACTOR SHALL FOLLOW NEW YORK.STATE STANDARDS AND 5PECIPICATION5 FOR a ,,, 2., i CATCHBASII'V EROSION AND SEDIMENT CONTROL(BLUE BOOK,1 11201 G REVISION)FOR SEDIMENT IM=148.6 CONTROL PROCEDURES, —— REVISIONS P N LOC IJNICIPA CL �O 7 BOBBIE LANE N0.DATE DESCPJPf10N M. RECONCILE LOT 512E,BUILDING 4R�L A ° 1 10/7/2021 DEPARTMENT REVIEW UPDATE5 4Q� - '3 * 9�* PROPOSED 51TE PLAN 2 025,202 REVEW5 PER PLAN EXMINER VILLAGE OF RYE BROOK J05EPh MICHELE LUCCHE5E UPDATES PER EA5EMENT DRIVEWAY I'll - W 0 3 0/281202 ENCROACHMENT RECORD TRUE NORTH �,, � 938 KING STREET 7 80881E LANE � _ � it a DATE 4/27/2021 SCALE A5NOTED ° UPDATES TO PERMEABLE PAVER Y \� ENGINEERING INSPECTION SHEET# C 4 2123/202 COVERAGE,FENCE 6 POOL LOOS +� t 905 RYE BR RYE BROOK NY 10573 n I O � 6 Fll.�2 41202 UPDATES PER PLAN E%AMINER � � 2 QVERIIILL RD,SUITE 400,SCAPSDALE,NEW YORK 10583 �-1 REVIEW81912022 J JE P.E. P:(914)458-1110 WWW.VERITA5HOME5ERVICE5.001V r 7 2 POOL EQUIPMENT LOCATION PER F PLANNING BOARD COMMENTS NYS LCEN O�09905 CONT CTOR 511ALL FOLLOW NEW Yl STATE STANDARDS AND SPECIFICATIONS PO t 139 ER0510 AND SEDIMENT-CONTROL(BLUE BOOK, 1 112016 REV FOR SEDIMENT 140 /� CONTR ROCS 5. 141 �1- — __ / / ! L -—_ -- 142 /' Impervious Surface Comparison Chart 8 45 ——fix:—R81 � -IedSr " 1 43 Impervious Coverage Infiltration Rate kTREE' sq.Ft. Inch/Hour ,PROTECTION' �� �~ , Proposed Proposed -- ————————— ———————f-------_ —— Exi5tinq Im revious Permeable Exi5tinq Pro osed i (Yj House 2983 2983 0 0 0 I �LnO 2 O� Pool 0 703 0 - 0 Area w 144 *CONSTRUCTION PER50NNEL TO ` UTILIZE STREET PARKING Turf 0 0 795 - 28.5 4"PERFORATED 9. � S A 31 STA 46 � STA 6 I DRAIN PIPE TW 143 f 143 TW 43 TW.I 43 Permeable Paver Patio 0 0 978 834 ,30 x 138.70 BW 139.30 BW 140.80 * Permeable Paver N ! Cl EXISTING TREES TO BE o 0 40 834 145 PROTECTED;5EE DETAIIL,A 107 Pool If6juipment, 4"SOLID DRAIN PIPE FOR R.W A10/ POOL: Driveway 3169 0 2764 0 834 OVERALL DIMS:16'x34' 7 N D15CHAPGE TO INFILTRATION 1 STA 5 'DEPTH:3'-0 TO 6'-O' \ A/C Unit Concrete Pad 10 10 0 0 0 SYSTEM,MIN.EVERY 50'-CI; f Q ENSURE POSITIVE SLOPE. 1 /J TW 143_$W 40.05 � � Oil Tank Concrete Pad 17 17 0 0 0 -Tk Concrete Walkway5/Patio 167 25 0 0 0 o � � Aoiva Roc Permeable Paver Stone Curbs so 60 0 0 0 s W Retain rig Wall 0 1 2 1 0 0 0 + + + + + + + L N , DOOR SILL Totals 640G 3919 4577 S TRACK 5TA 0 + + + + + + 1 43.06 TW 143,+ + + + + + Imprevlous Coverage 43 26 BW 141.3.0'+++ Woo Story s +I + + + + - o T F wnl + -- \uPON.. + + + Ex.Vinyl D Deck 1------ + Fence ++++++++ + 146 PERMEABILITY DATA DOOR SILL \ 3 � forever DUPONT F Lawn 148.16 EXISTING Avg.Water Flow Avg.Gallons/Avg.Rainfall - DOWN SPOUT \ Thru G"Zone minute/yd2 capacity AG VP o / EXISTIN 21 7,G sec. 9.3 28.5 In./hr DOWNSPOUT h ,. 00 SI I-�- L Acjua Roc Permeable Paver of 142.84 2 Story From rn Manufactured %Surface Surface Infiltration Rate L-L_L___L-I( / x Joint Width(mm) Opening ASTM C 1781(In.lhr) y 8 9 834 in./hr L hI_L I a a L-L � I ; Residence �'� o T� I ' Aqua Roc Permeable Paver Driveway s A(s ` ! L—L L I N #/ Recommended Max, Manufactured %Surface Surface Infiltration Rate o � ��� � 00� � Traffic Loading Joint Width(Firm Opening ASTM C 1781(In./hr) (� �Ex.A C Unit a��Q��� � FtiV 8 9 834 m./hr O / i•\ P �. Frequent ryeary Vehicles o DOWN / ] A4 L—L— L I EXISTING \ 5� SPOUT DOOR SILL on Cone \ G �_L 148.12 W _ L- L_ it Tank I Ex.O e°?ll PN�\1 x 142 L_LLL-L_LLI. on Conc.,, I I I L L L�- ,(_-L- 1 L� EXISTING DOWNSPOUT m I .Pi \ oiva Roc Permeable Paver Drlvewa q W i � 9 7._I-L_ L_L_I_ - TREE Q .__ 1 5TA6tlL1 ED I - 7 EOTRANCE,TI E 2\ B� ;, L- DETAIL,A 07 I___L_ L_I-L-� Al 07 i__L_L I._ L_L_I-L_L-L L-� -- -.L _ __�1 f L_ L l-- I-L. I - -�_L-�-!--L�LL-LLI_LLLL __I_LI_I__ � LI_ L I_ L-I-L_L_ L_ L L l I_I_ A I07 L_L_h L_ I_L _! L_IIL_l_ I_- I I � I / I � C1 y 7 LI_I L z w L_ O i_ -L- PROPOSED GRADING PLAN 3 D ill2„ A \ Al3 II )off SCALE. I/8—I,0 � REVI510N5 rEv PLAN ` �t�1"TSIZE,SuaDING N LOCAL MUNICIPALITY: CLIENT: Dua� POF NEWT 7 BOBBIE LANE NO Io21 EW UPDATES t AN �V M C REVI 2 0/292021 UPDATE5 PER PLAN EXAMINER BA REVIEW 2� k v PROPOSED GRADING PLAN .0 UPDATES PER EASEMENT DRIVEWAY ,� VILLAGE OF RYE BROOK JOSEPII MICNELE LUCChESE 3 0/28/202 ENCROACHMENT RECORD TRUE NORM 98oCble Ln,Pon tnasur,MY,10573 r_' 4 2/23/2021 UPDATE5 TO PERMEABLE PAVER 7 130 B 61 E LANE o veritas COVERAGE,FENCE c POOL Locs 936 KING STREET W {Y l rL►F)E CCr t(y T}j�' DATE 4/27/202 SCALE AS NOTED U ADDITION OF DRIVEWAY SECTION d' (j C R "�' L,tl I t' SHEET# 5 5/2G2D21 ,, RYE BROOK,NY 10573 RYE BROOK,NY 10573 1905 �� LL 11 4G 11111EE 11111111 {LG 11 4l EC Ll IF UFD G 8/2420 REVIEWS PER PUN EXAMINE P� 2 OVERKILL RE),SUITE 400,5CAR5DALE,NEW YORK 10583 ,` I 03 REVIEW nn 'j.�\ m POOL EOuiPMENr LOCI ON PER JE .�AP .E. P:(914)458- 10 WJ✓W.VERITASKOMESERVICES.COM s 7 9,2312022 NY5 LIC :C91905 I— PLANNING 50ARD COMMEN75 2 I LI I I I I I I I A OVERALL RETAINING WALL ELEVATION A 104 SCALE: NTS vAR1E5 4' L I' ON-51TE 501L5 T 3A 5TA 0.0 5TA 15.0 5TA 31.0 TW 143 TW 143 TW 143 2A 5TRATAGRID 5G 50 GEOGRID OR APPROVED o EQUAL EVERY 2 COURSES IA 6"MIN CLEAN /4"CRU5HED 5TONE �BW 141.30 L 3 4"5CH.40 PVC SLOTTED OR BW 140.05 I.. 24" PERFORATED DRAIN PIPE ° BW 138.70 GRADE ° I RETAINING WALL ELEVATION 3 RETAINING WALL SECTION(TYP.) 0 A 104 SCALE: 1/8"=11-0" A 104 SCALE: 3/4'=I'-011 V 0 c Q 5TA 31.0 5TA 46.0 5TA G 1.0 5TA G 1.0 L15ERTY coRNER5TONE 5 TW 143 TW 143 TW 143 TW 143 VARIES GRADE W I' L 0 GRADE N ON-51TE 5011-5 CLEAN 3/4"RCA OR CRU5NED 5TONE BW 141.30 6"MIN lu BW 140.60 S I— 24" —I BW 139 30 4"sCr..40 PVC 5LOTTEE)OR BW 138.70 PERFORATED DRAIN PIPE 3 7 3 D z• 2 RETAINING WALL ELEVATION 4 RETAINING WALL SECTION A 10 -011 A 10 1'=1'-01' 0 u REVI5ION5 KEY PLAN N LOCAL MUNICIPALITY: CLIENT: OF NEW� y 11 No.car DE5CRiPnO rn 7 B0881E LANE o �� ���EDR{0�. *�, v��* RETAINING WALL ELEVATIONS TRUE NORTR ]Bobbie Ln,®ttLhe4icr,NY,10573 ,� ti VILLAGE OF RYE BROOK JOSEPII MICIIELE LUCCIIEH � Veritas 938 KING STREET 7 80881E LANE DATE 4/27/202I SCALE I A5 NOTED � 1g05 �� ENGINEERING+INSPECTION SHEET# 0 4 = N >, RYE BROOK,NY 10573 RYE BROOK,NY 10573 2 OVERIIIL5-1 SUITE/WW.EKlTA5 ALM NEW[CE5OPK 10583 OM ,` I O � JE F.SA9P .E. P:(914)458-II10 W�hM/.VERITASt10ME5ERVICE5.COM I�.]�\ NY5 LIC :09 1505 RETAINING WALL CON5TRUCTION 5.15a5e material shall be placed as shown on the construction drawing.Top of base shall be Include drainage details so that surface water will not be allowed to dram over the top of the local engineer of record prior to use. SECTION I located to allow bottom wall units to be burled to proper depths as per wall heights and slope face and/or wall.This may require a combination of berms and surface drainage ditches. MATERIALS specifications. D.Irrigation actIVItle5 at the site shall be done in a controlled and reasonable manner.If an C.Ba5e material shall be installed on undisturbed native sods or suitable replacement fills irrigation system 15 employed,the design engineer or irrigation manufacturer shall provide 1.7 Concentrated Water Sources 2.1 Wall Rock compacted to a mimmum of 95%Standard Proctor(ASTM D698). details and specification for required equipment to ensure against over irrigation which could All collection devices such as roof downspouts,storm sewers,and curb gutters are concentrated A.Material must be well-graded compactable aggregate,0.25 in.to 1.5 in.,(6 mm-38 mm)with D.Ba5e shall be compacted at 95%Standard Proctor(A5TM D698)to provide a level hard damage the structural Integrity of the retaining wall system. water sources.They must be designed to accommodate maximum flow rates and to vent outside no more than 10%o passing the#200 sieve.(A5TM D422) surface on which to place the first course of blocks.The base shall be constructed to ensure Surface water that cannot be diverted from the wall must be collected with surface drainage 5wale5 of the wall area. B.Material behind and within the blocks may be the same material. proper wall embedment and the final elevation shown on the plans.Well-graded sand can be and drained laterally in order to disperse the water around the wall structure.Construction of a A.AII roof downspouts of nearby structures shall be sized with adequate capacity to carry storm used to smooth the top 112 in.(13 mm)on the base material, typical Swale system shall be as necessary. water from the roof away from the wall area.They shall be connected to a drainage system in 2.2 Infill Soil E.Base material shall be a 4 in.(100 mm)minimum depth for walls under 4 ft.(1.2 m)and a 6 in.1.2 Grading closed pipe and routed around the retaining wall area. A.Infill material shall be site excavated sods when approved by the on-site sods engineer unless (1 50 mm)minimum depth for walls over 4 ft.(I,2 m). The shaping and re-contouring of land in order to prepare it for site development is grading.Site 15.51te layout must take into account locations of retaining wall structures and all site drainage otherwise specified in the drawings.Unsuitable 5oil:5 for backfill(heavy clays or organic soils) grading shall be designed to route water around the walls, paths.Drainage paths should always be away from retaining wall structures. shall not be used in the reinforced sod mass.Fine grained cohesive sods with friction angle(ifi)3.4 Additional Construction Notes A.Establish final grade with a positive gradient away from the wall structure.Concentrations of C.Storm sewers and catch basins shall be located away from retaining wall structures and less than 3 1 degrees with a PI ranging between 6 and 20 and ILL from 30 to 40,may be used A.When one wall branches into two terraced walls,It 15 important to note that the soil behind the surface water runoff shall be managed by providing necessary structures,such as paved designed so as not to introduce any incidental water into the reinforced soil mass, in wall construction,but additional backfillmg,compaction and water management efforts are lower wall 15 also the foundation soil beneath the upper wall.This sod shall be compacted to a ditches,drainage 5wale5,catch ba5m5,etc. D.A path to route storm sewer overflow must be incorporated into the site layout to direct water required.Poorly graded sands,expansive clays and/or soils with a plasticity index(PI)greater minimum of 951/6 of Standard Proctor(A5TM D698)prior to placement of the base material. B.Grading designs must divert sources of concentrated surface flow,such as parking lots,away away from the retaining wall structure. than 20 or a liquid limit(LL)greater than 40 should not be used in wall construction. Achieving proper compaction In the 5011 beneath an upper terrace prevents settlement and from the wall. 7 B.The infill soil used must meet or exceed the designed friction angle and description noted on deformation of the upper wall.One way is to replace the soil with wall rock and compact in 8 1.6 Water Application Nthe design cross sections,and must be free of debris and consist of one of the following in.(200 mm)lifts.When using on-site 50115,compact in maximum lifts of 4 in.(100 mm)or as 1.3 Drainage System Retaining walls constructed in conditions that allow standing or moving water to come In contact inorganic U5G5 5011 types:GP,GW,SW,5P,GP-GM or 5P-5M meetirg the following gradation required to achieve specified compaction. The internal drainage systems of the retaining wall can be described as the means of eliminating with the wall face are considered water applications.These walls require specific design and as determined in accordance with A5TM D422. B.Vertical filter fabric use Is not suggested for use with cohesive 50115.Clogging of such fabric the buildup of incidental water which infiltrates the 50115 behind the wall.Drainage system design construction steps to ensure performance. creates unacceptable hydrostatic pressures In sail reinforced structures.When filtration 15 will be a function of the water conditions on the site.Possible drainage facilities include Toe and A.The wall rock should be placed to the limits of the geogrid lengths up to a height equal to 12 a Sieve Size Percent Passing deemed necessary in cohesive Sods,use a three dimensional filtration system of clean sand or Heel drainage collection pipes and blanket or chimney rock drains or others.Design engineer shall inches(30 cm)higher than the determined high water mark.If the high water mark 15 unknown, I inch(25 mm) 100-75 filtration aggregate.Vertical filter fabric may be used to separate wall rock zone from fine determine the required drainage facilities to completely dram the retaining wall structure for each the entire infill zone should be constructed with wall rock. No.4(4.75 mm) 100-20 grained,sandy infill sods if the design engineer deems It necessary based on potential water particular site condition. B.The drain pipe should be raised to the low water elevation to aid in the evacuation of water o No.40(0,425 mm) 0-60 migration from above or below grade,through the reinforced zone into the wall rock on the A.AII walls will be constructed with a minimum of 12 in.(300 mm)of wall rock directly behind the from the reinforced mass as water level fluctuates. T No.200(0.075 mm) 0-35 project.Horizontal filter fabric should be placed above the wall rock column to prevent soils wall facing.The material shall meet or exceed the specification for wall rock outlined in Section C.Embankment protection fabric should be used under the infill mass and up the back of the infill N from above migrating into the wall rock column. 1,2.2 Wall Rock, mass to a height of 12 inches(30 cm)higher than the determined high water mark. C.Where additional fill is required,contractor shall submit sample and specifications to the wall C.Embankment protection fabric is used to stabilize rip rap and foundation sods in water B.The drainage collection pipe,drain pipe,shall be a 4 in.(100 min)perforated or slotted PVC, a.Embankment protection fabric is used to stabilize rip rap and foundation sods In water N design engineer or the onsite soils engineer for approval and the approving engineer must applications and to separate infill materials from the retained soils,This fabric should permit or corrugated HDPE pipe as approved by engineer of record. applications and to separate infill materials from the retained 50115.This fabric should permit certify that the 50115 proposed for use has properties meeting or exceeding original design the passage of fines to preclude clogging of the material. Embankment protection fabric shall C.AII walls w111 be constructed with a 4 In.(I 00 min)diameter drain pipe placed at the lowest the passage of fines to preclude clogging of the material.Embankment protection fabric standards. be a high strength polypropylene monofilament material designed to meet or exceed typical possible elevation within the 12 in.(300 mm)of wall rock.This drain pipe 15 referred to as a shall be a high strength polypropylene monofilament material designed to meet or exceed W Corps of Engineers plastic filter fabric specifications(CW-0221 5);stabilized against ultraviolet toe drain,Section 3,1.4 Toe Drain. typical NTPEP specifications;stabilized against ultraviolet(UV)degradation and typically s PART 3:WALL CONSTRUCTION (UV)degradation. D.Geogrid Reinforced Walls shall be constructed with an additional 4 in.(100 mm)drain pipe at meets or exceeds the values in Table I. o D.Water management 15 of extreme concern during and after construction.Steps must be taken the back bottom of the reinforced 5011 mass,This drain pipe Is referred to as a heel drain. 3.1 Excavation to ensure that drain pipes are properly installed and vented to daylight or connected to an Table I:Embankment Protection Fabric Specifications In A.Contractor shall excavate to the II11e5 and grades shown on the construction drawings. underground drainage system and a grading plan has been developed that routes water away Mechanical Property Determination 8 Contractor shall use caution not to over-excavate beyond the lines shown,or to disturb the from the retaining wall location.Site water management is required both during construction of I Ground Water Method base elevations beyond those shown. the wall and after completion of construction. Ground water can be defined as water that occurs within the soil.It rrnay be present because of Ten511e Strength=225 lbs.(39.4 kN/m)-------------------—-------------A5TM D-4595 3 B.Contractor shall verify locations of existing structures and utilities prior to excavation. surface infiltration or water table fluctuation.Ground water movement must not be allowed to Puncture Strength=950 lbs.(4226 N)----------------------------------ASTM D-6241 z Contractor shall ensure all surrounding structures are protected from the effects of wall come in contact with the retaining wall. Apparent Opening Size(AOS) =U.S.Sieve#70(0.21 2 mm)--------A5TM D-4751 excavation. SECTION 3:WATER MANAGEMENT A.If water 15 encountered in the area of the wall during excavation or construction,a drainage Trapezoidal Tear=100 lbs.(445 NI)---------------------------------------A5TM D-4533 ° PART I:GENERAL DRAINAGE system(chimney,composite or blanket)must be installed as directed by the wall design Percent Open Area=4%----------------------------------------------------COE-022 15 3 3.2 Foundation Soil Preparation engineer. Pemeabdlty=0.01 cm/sec--------------------------------------------------A5TM D-4451 a A.Poundation soil shall be defined as any sods located)beneath a wall. 1.1 Surface Drainage B.Standard retaining wall designs do not Include hydrostatic forces associated with the presence E B.Poundatlon Sod shall be excavated as dimensioned on the plans and compacted to a minimum of Rainfall or other water sources such as irrigation activities collected by the ground surface atop of ground water.If adequate drainage Is not provided the retaining wall design must consider D.Por walls having moving water or wave action,natural or manufactured rip-rap in front of the wall o 951/D of Standard Proctor(A5TM D698)prior to placement of the base material, the retaining wall can be defined as surface water.Retairing wall design shall take into the presence of the water. to protect the toe of the wall from scour effects 15 recommended. C.Foundation sod shall be examined by the on-5rte 50115 engineer to ensure that the actual consideration the management of this water. C.When non-free draining sods(sods with friction angles less than 30 degrees)are used in the foundation sod strength meets or exceeds assumed design strength.Soil not meeting the A.At the end of each days construction and at final completion,grade the backfdl to avoid water reinforced zone,the incorporation of a chimney and blanket drain should be added to minimize ° required strength shall be removed and replaced with acceptable material, accumulation behind the wall or in the reinforced zone. the water penetration into the reinforced mass.Refer to De51gn Detail 6:Chimney and Blanket B.Surface water must not be allowed to pond or be trapped in the area above the wall or at the Drain. s 3.3 Base toe of the wall. a.Drain material to be consistent with wall rock material. ° A.The base material shall be clean crushed 4"stone or recycled concrete aggregate C.Existing 510pe5 adjacent to retaining wall or slopes created during the grading process shall b.Manufactured chimney and blanket drains to be approved by the geotechmcal and/or the 0 0 U 7 0 v Q c U 7 w s 0 0 U7 O N L N C Qt N 11 7 N 3 0 1" 2" m 0 0 REV1510N5 KEY PLAN N LOCAL MUNICIPALITY: CLIENT F NE w y N0.DATE DESCRIPTION 7 BOBBE LANE �P M C TRDE NORTHo4�y�6R�u�ti VILLAGE OF RYE 5KOOK J05EP11 MICIIELE LUCCIIESE *��� 9P* RETAINING WALL NOTES Veritas ° 7 Bobbie Ln,Port ChM,,NY,10573 W (h � W 938 KING STREET 7 50551E LANE DATE 4/27i2o2I 5cALE I A5NOTED RYE 5KOOK,NY 10573 RYE BROOK NY 10573 1905 ENGINEERING+INSPECTION 511EEf# u (, ` F �P� 2 OVERMLL RD,SUITE 400,5CAR5DALE,NEW YORK 10583 n I O G M i J .E. P:(914)455-1 1 10 WWW.VERITA5HOME5ERVICL5.COM H J u NY5 Llc :091 905 F NOTES:BUILDING CODE COMPLIANCE:NYS-UNIFORM RE5IDENTIAL CODE- 2020 ONE FOOT CONTINUOUS I. POOL HAS BEEN DESIGNED AND 15 TO BE CONSTRUCTED PER THE UNIFORM CODE,THE 2015 INTERNATIONAL RESIDENTIAL CODE,SECTION BOND BEAM(12") 329,SWIMMING POOLS,SPAS AND HOT TUBS$AN51/N5PI-5"AMERICAN VAC LE55=(SAFETY NATIONAL STANDARDS FOR RESIDENTIAL INGROUND SWIMMING POOLS"AS VACUUM RELEASE REQUIRED BY SECTION 103. SYSTEM)ASME 112.19.17 2. SWIMMING POOL 15 ANSI/N5PI-TYPE 0-NON-DIVING POOL. JANDY HEATER JANDY FILTER JANDY 3. THE FOLLOWING BUILDING CODE REQUIREMENTS SHALL BE ADHERED TOr RETURNS(TYP.) RETURN 3 WAY 0 TO POOL JANDY 0 •• OUTDOOR SWIMMING POOL BARRIER PER NI 2020 UNIFORM POOL LIGHTS VALVE RESIDENTIAL CODE SECTION R32G.4.2. •• TEMPORARY ENCLOSURE PER 2020 NYS CODE SECTION R32GA.1. •• ASTM F134G-91(2003)PERFORMANCE SPECIFICATION FOR .. SAFETY COVERS AND LABELING. 3 WAY REQUIREMENTS FOR ALL COVERS FOR 5WIMMING POOLS,SPAS INTAKE FROM JANDY AND HOT TUBS PER SECTIONS R32G.5.3,R32G.7.1. SKMMERS VALVE •• AME 1 1 2.19.17 FOR MANUFACTURERS SAFETY VACUUM RELEASE SYSTEMS(R32G.9.3)(SVRS)FOR RESIDENTIAL AND POOL MAIN 3'G" INTAKE FROM COMMERCIAL SWIMMING POOL,SPA,HOT TUB AND WADING DRAI N`J POOL I PMOAIINUDRAINS •• EQUUIIPPED WITHL PER AG OASTM APPROVED INLET COVERS ASME STEPS AI 12.19.19.8M SUCTION FITTING PEP,SECTON AG OG.2 4 3'-G11-0-011 — — — •• ANSI/A5PI-3-99 STANDARD FOR PERMANENTLY INSTALLED N � J RESIDETNIAL SPAS AG 104.1. POOL SPA MAIN DRAINS UIPPED WITH 4. CONTRACTORS INSTALLATION OF ELECTRICAL WORK INCLUDING Q HYDROSTATIC PLUG BONDING SHALL COMPLY WITH THE CURRENT ADOPTED NATIONAL ELECTRIC MINIMUM 3G"SEPARATION(3 FT)AS 1 12.19.8 CODE(NEC). 5. ALL PLUMBING WORK SHALL COMPLY WITH THE CURRENT NY. ADOPTED CODE, 0 SKIMMER(TYF,) L G. POOLS ARE TO BE EQUIPPED WITH AN APPROVED POOL ALARM 21 WHICH 15 CAPABLE OF DETECTING A CHILD ENTERING THE WATER AND � I GIVING AN AUDIBLE ALARM. N LIGHT NICHE DETAIL 7, DOOR ALARMS WILL MEET UL 2017-AS PER SECTION 32GA.2. Vl 4 STRUCTURAL NOTES we 1. CONCRETE SHALL BE PLACED ON NATURAL SOIL(1500 P5F)OR WELL s G" DRAINING GRANULAR TYPE COMPACTED FILL. C 8„ PVC CONDUIT iu 2. POOL STRUCTURAL IS DESIGNED IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE(ACI)STANDARD FOR'BUILDING CODE dab-'y REQUIREMENTS FOR REINFORCED CONCRETE-318". o 8 3. ALL STEEL REINFORCING SHALL BE OF DEFORMED BARS COMPLYING DEPTH 3'G"TO 0011 y € T T -,. MIN LIGHT WITH A5TM AG 15 LAP BARS A MINIMUM OF 15". -�w NICHE AN51/N5PI-5 2003 TYPE 0 NON-DIVING POOL 4. CONCRETE SHALL BE PNEUMATICALLY PLACED GRADE " LIGHT— COMPU551VE STRENGTH MIN.3500 P51 AT 28 DAYS.MIX CON515TING NICHE 0" 6" OF PORTLAND CEMENT,FINE SAND AGGREGATES,COARSE CRUSHED s STONE AGGREGATES E WATER SHALL BE PROPORTIONED BY QUALITY 3 I POOL DETAILS PLAN SECTIONNTS CONTROL IN CERTIFIED CONCRETE PLANT. `o A 106 SCALE: 1/41__I I-Oil GENERAL NOTES: P00 L DEPTH PROFILE I. POOL CLEARANCES TO BUILDINGS AND PROPERTY LINES 5HALL BE IN ACCORDANCE WITH LOCAL AND STATE REQUIREMENTS. S - p a STEEL SCHEDULE 5KI M M EI\DETAIL 2. THIS PLAN DOES NOT INCLUDE POOL LOCATION ON PROPERTY, GRADING,FENCING,WALLS OR OTHER SITE INFORMATION. COPING 3. ALL CONSTRUCTION 5HALL BE DONE IN ACCORDANCE WITH ALL o EXPANSION LOCAL AND STATE REGULATIONS. o MATERIAL --�I 8 TO SKIMMER 3ft.Gin. 3ft.Gin. 4, CONTRACTORS SHALL VERIFY BURIED UTILITIES WITHIN SURROUNDS PUMP BODY OF INSTALLATION AREA. B z S. THE ENGINEER AS NOT REVIEWED SUBSTRATE CONDITIONS,UNLESS o FILTER NOTED IN THESE PLANS,THE ENGINEER SHALL BE INDEMNIFIED AGAINST 0 ro RETURN ALL DAMAGES ARISING FROM 5UB5URFACE CONDITIONS. WATER SECTION A-A SECTION B-B "L� q #_a LEVEL Gft, Eft. G. THE ENGINEER SMALL NOT BE HELD LIABLE FOR CONSTRUCTION G DEEP END SHALLOW END UNLESS SPECIFICALLY RETAINED TO PROVIDE INSPECTIONS. PLAN SECTION 3"CLEAR "TS AUTO COVER BOX DETAIL(OPT'L) a° 14"EXPANSION MATERIAL COPING 1 Gft.91n. 13ft.51n. 17ft.5,n. BY DECK CONTRACTOR BENCH ELEVATION(0 PT L) NTS WATER LEVEL 9U ATED IB'STEEL ANGLE W O x\1 COVER TRACK 112'TMIDA3/4°MORTAR #4 @ 12"E.W. a,J�2� CQPING POOL PIPING SCHMATIC 5„ + IN WALL *,_4 -" O _ POL4RI5 BOOSTER PUMP TEED INTO POOL PLUMBING-NO SUCTION AT POOL L 2,0„ I , � ALL PLUMBING TO BE PVC 112, e"-- 54. @ o #[} 12°E.W. SCHEDULE 40 PRESSURE PIPE VAC LE55=(SAFETY VACUUM Nlsn ATER (4)k4 GONTI N. ' RELEASE 5Y5TEM)ASME 12.19.17 d IN FLOOR LEVEL IN BEAM BOND O i \ _ HYDROSTATICALLY TEST ALL JANE)Y meATeR JANDY P1 TER AND ¢� J .,, PIPING AT A MIN.OF 15 PSI FOR m &0�� G° '%l A PERIOD OF 30 MINUTES (TYP.) #4 @ 12"E.W. O b O (TYPE U.N.O.) r 1 G° ;; 0 vG"RADI 3 wnr 2' FOR DEPTHS GREATER THAN 7'0° GRAVEL FOR CRUSHED "" JANDY 3WAY STONE BED UNDER ENTIRE r BENCH VALVE JANDY ADD#4 X 10'0"@ 12"VERT.MAKING ,�� I SALVE A TOTAL OF#4 VERT.@G"O.C. POOL FLOOR FOR WATER " RETURN TO i'"' i�%/'i POOL JETS CONTROL(ONLY WHEN KEW) #4 12'1 E.W. '' POOL TAKE OMI x4BaRs � @ ' , ;i '' POOL MAIN DRAINS INTAKE FROM i ,t,�'i/ DTWO RAINS NORMAL POOL i,, (3'MIN.SEPARATION) DRAINS STEEL IN WALL (TYPE U.N.O.) ;%:; ;%%. #4@ 12.O.C. NTS NTS NT5 NTS 3 m c 0 REVISIONS KEY PLAN N LOCAL MUNICIPALITY: CLIENT: ,��,OF NE w y Ver` 7 80831E LANE NO,DATE DESCRIPTION 0 5�P y n VILLAGE OF RYE BROOK J05EPH MICHELE LUCCHESE ��* POOL SECTIONS DETAILS u TRUE NORTH 'u g tas 538 KING STREET 7 BODBIE LANE DATE 4/27/2021 SCALE I AS NOTED RYE BROOK,NY 10573 RYE BROOK,NY 10573 1905���� ENGINEERING+INSPECTION s"EFT# M 2 OV14)1 5-1 SUITE 400,9CARSDALM NEW YOEK 1OM A I O/"' JE P.E. P:(914)458-I 110 WWW.VERITA9I10MESERVICES.COM l�•1+\ b s NYS LICENSE N0:091005 STANDARD NORTHEASTERN MIX GRASS i i I I ___ ♦I I I /Z/�� 4"TOP SOIL COMPACTED TO 65%COMPACTION NOTE: I GRA55 SECTION(TYP.) WITHIN ALL ESSHALLBE55OTHTEDWHENTED, OCCURING WITHIN I 0-FEET UNLESS OTHERWISE NOTED. A 107 SCALE: NT5 2.ALL SEDIMENTAND N CONTROL MEASURESSHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE WE5TCHE5TER COUNTY PUBLICATION BEST MANAGEMENT PRACTICES MANUAL-CONSTRUCTION RELATED ACTIVITIES, LATEST EDITION. s PROPERTY LINE s m a y 9 t 0 EXISTING - -DRIVEWAY-WIDTH SILT FENCE 0 SILT FENCE(SEE f O SILT FENCE o N DETAIL) G w ROUGH 5AWN WOOD,(2"X2" 0 TO 2"XG"DEPENDING ON O TRUNK DIAMETER)EOUND N WITH 9 GAUGE WIRE ° 15'RADIUS (TYP) a 4 DRAINAGE 4'HIGH SNOW FENCE 3 0 CONSTRUCTION EXISTING CURB N (AREA DRAINAGE CUT;NO RAMP PRESERVE AREA NECESSARY STD.CURB o INDIVIDUAL TREE ARMOR TYPE GROUP TREE PROTECTION E STREET `o c s 4 CONSTRUCTION ENTRANCE 7 TREE PROTECTION DETAIL A 107 SCALE: NT5 A 107 SCALE: NT5 s 0 0 0 U 0 Q c AG O u c w O 0 u t O Si 47 O s 0 m c i s c O O m N B m 6 3 0 )" 2" m c 0 REV1510N KEY PLAN N LO M IPAU u CLIEN: NE(�/NO.DATE DESC r 7 BO LAN c Q VM.g Ire] ° 2 005/2021 REOEWS PER PAN EXAMINER ���'4 ��FR y� SECTIONS t DETAILS t 3 025202I FNDRo�„^RtAAMNIEENT ONTTDRIVEWAY � VILLAGE OF RYE BROOK JOSEPH MICHELE LUCCHESEVi. .s RD TRUE NOVA r ADDITION OF ORNEWAY 5ECTION ` W s s262ozI � � _ � 938 KING STREET 7 80881E LANE DATE 4/27/2021 SCALE AS NOTED ENGINEERING+INSPECTION SEET# U 6 e2412 UPDATES PER PIAN EXAMINER �' (j N REVIEws9,2o2z >,, RYE BROOK, NY 10573 RYE BROOK,NY 10573 1905 � A 2 OVERHJUL45-1 SUITE WW.SCARSDALE,NEW ICE5 OM / I O P:(914)458-1110 6W✓W.VERITASHOMESERVICES.COM /L.]�` s NY5 LIC :091905 C Tax Lot 135.35-1-61 ��J Tax Lot 135.35-1-60 Q Now or Formerly Now or Formerly j LEGEND o Andrew David Grippo Robyn and Robert PROPERTY LINE __ REVI NPI aus 25 2022 Gorin PLA PROPOSED PERMEABLE PROPOSED 6'HIGH TOW=143.00f PROPOSED DATE I Railroad Tie--\ PATIO(TYP.) VINYL FENCE BOW=142.00f WALKWAY/PATIO BUILDING DEPARTMENT o Wall (BY OTHERS) 800 I�1 2(�11 IN A J V V V PROPOSED STONE INSTALL TEMPORARY SILT 77.5 MASONRY WALL FENCE DOWN SLOPE OF ALL / DISTURBED AREAS(TYP.) -' PROPOSED �143- 8'CLUMP TREE TEMPORARY SOIL CONTOUR � � '� !ram � / �- � STOCKPILE AREA �r SF J n J u / / (AS NECESSARY) �y PROPOSED SPOT +143.25 BOW=139.00t J // n 39.JL /I�a °t Hedges ,4 ,� 35 511 OJA LN 97E LOCATION PROPOSED ` $$ GRASSED AREA 1�J PROPOSED DRAIN m e01 PROPOSED 6' TEMPORARYINLETr !Y 1' R 1 + � 5 HIGH VINYL FENCE + + I ` .•�� � 0�� � PROTECTION IP (BY OTHERS) + m+ +\+ O r `I j ` c POSED + + ++ +� Cj \CD ((1 Ro5 TEMPORARY SILT x X SF ( o pR0 `` FENCE O Tax L o t 135.35-7-37 OL ++\ C co V TEMPORARY Lot 55-F.M.#11517 ' ■0 +++++ ++ ( �`C \\ PROPOSED 4'HIGH SELF-CLOSING, CONSTRUCTION FENCE OF 10.,. �� SELF-LATCHING GATE(BY OTHERS) Now or Formerly 1 ;� EL,143• + ++ + O• ' � , + I �, y LOCATION MAP '� / o / + + + 1 I 11�� START PROPOSED 6' TEMPORARY SOIL SCALE:1"=250' Jon and Bonnie W STOCKPILE AREA +O HIGH VINYL FENCE S Ackerman ` ��-L Li �^ (BY OTHERS) `_ ^ILI t�,•23 GENERAL NOTES: TOW=143.00f ' / _ / j BOW=141.30t =/ +"� i A. 1.THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SUPERVISION OF THE CONSTRUCTION. + + ++++ + 1 Story , O START PROPOSED 4' 2.NO CHANGES SHALL BE MADE TO THESE PLANS EXCEPT AS PER NYS LAW CHAPTER 987. + + + 9 •�2' y( HIGH VINYL FENCE 3.ALL WORK AND MATERIALS SHALL COMPLY WITH ALL APPLICABLE CODES,INCLUDING BUT NOT Q / + + + +� Wood ` 41- (BY OTHERS) LIMITED TO ACI,AISC,ZONING,AND THE NEW YORK STATE BUILDING CODE. PROPOSED GRASSED 4.ALL CONDITIONS,LOCATIONS AND DIMENSIONS SHALL BE FIELD VERIFIED AND THE ENGINEER SHALL AREA(TYP.) CD / +++++ ++++t ++++ eck PROPOSED PERMEABLE BE IMMEDIATELY NOTIFIED OF ANY DISCREPANCIES. _ \ 5.ALL CHANGES MADE TO THE PLANS SHALL BE APPROVED BY THE ENGINEER AND ANY SUCH ^ Wood }ood---\ _+ PAVER WALKWAY PROPOSED PERMEABLE CHANGES SHALL BE FILED AS AMENDMENTS TO THE ORIGINAL BUILDING PERMIT. + CC + VV + F�fT ( ) PAVER 5'X8'POOL 6.THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING HIS BEST SKILL AND p Y1 I EQUIPMENT PAD ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS, S 0 I + + + Steps TECHNIQUES,SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK + + ( ') UNDER THE CONTRACT. 3/ + G a `z 7.THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNER FOR THE ACTS AND OMISSIONS OF HIS OOi `, T+.*oi++Y + T T ++ 5" J I L.'_ V u W �1, EMPLOYEES,ANY FTRACTORS AND THEIR AGENTS TAND EMPLOYEES, AAND OTHER PERSONS �3 E-.. + + + +} + �R Window o SLOPE ANALYSIS LIMIT OF DISTURBANCE THE 4 r + + + + + + + + v E 8,SAFETY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL ^c + T + + P� CONFORM TO ALL LOCAL,STATE AND FEDERAL AGENCIES IN EFFECT DURING THE PERIOD OF C i + +++�+ +�-"� �� A + + + `z � NO. MIN.SLOPE MAX.SLOPE AREA COLOR CONSTRUCTION. .`+ �_i�J U nlf- \, ,r PROPOSED UNDERGROUND 9.THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL MAKE APPLICATION TO RECEIVE ALL INSTALL TEMPORARY CONSTRUCTION + + � AC \ +� PROPANE TANK NECESSARY PERMITS TO PERFORM THE WORK UNDER CONTRACT. THE CONTRACTOR AND HIS + + + Z_ ', (BY OTHERS) 1 0% 15% 5453 SUBCONTRACTORS SHALL BE LICENSED TO DO ALL WORK AS REQUIRED BY THE LOCAL,COUNTY, FENCE TO PROTECT AREAS OF + + + �/_ Q Conc PROPOSED INFILTRATION SYSTEMS _L yyyG on 1 AND STATE AGENCIES WHICH MAY HAVE JURISDICTION OVER THOSE TRADES,AND SHALL PRESENT % L I I i J 2 15% 25% 170 THE OWNER WITH COPIES OF ALL LICENSES AND INSURANCE CERTIFICATES. FROM UNNECESSARY COMPACTION O 1 Story Fra � T �� 10.FINAL GRADING AROUND THE BUILDING AREA SHALL SLOPE AWAY FROM THE STRUCTURE. a G� 2 it Tank ` I 3 25% 35% 0 11.ALL WRITTEN DIMENSIONS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER ANY SCALED Q de O ti PROPOSED 4'HIGH pp r1 C DIMENSIONS. esi c. VINYL FENCE 12.ADJOINING PUBLIC AND PRIVATE PROPERTY SHALL BE PROTECTED FROM DAMAGE DURING Curb Q - Residence on Conc. �Tv i��� ` �` (BY OTHERS 4 35% Vertical 3 CONSTRUCTION,REMODELING AND DEMOLITION WORK. PROTECTION MUST BE PROVIDED FOR - #7 ®'o V N �/ FOOTINGS,FOUNDATIONS,PARTY WALLS,CHIMNEYS,SKYLIGHTS AND ROOFS. PROVISIONS SHALL PROPOSED 6'HIGH X A^ -- RV'PO C� BE MADE TO CONTROL WATER RUNOFF AND EROSION DURING CONSTRUCTION OR DEMOLITION SELF-CLOSING, ��� :��� Bay \ "� �Mete!V 9 V '� ACTIVITIES. THE PERSON MAKING OR CAUSING AN EXCAVATION TO BE MADE SHALL PROVIDE SELF-LATCHING is r��, ,,..,,II it-8 G Meter V y�,V' Q WRITTEN NOTICE TO THE OWNERS OF ADJOINING BUILDINGS ADVISING THEM THAT THE EXCAVATION GATE(BY OTHERS) ? Win \ n,? jiL `ti 0 IS TO BE MADE AND THAT THE ADJOINING BUILDING SHOULD BE PROTECTED. SAID NOTIFICATION O i SHALL BE DELIVERED NOT LESS THAN 10 DAYS PRIOR TO THE SCHEDULED STARTING DATE OF THE } ,> EXCAVATION. Q 13.OWNER SHALL INSURE THAT THE INSURANCE PROVIDED BY THE CONTRACTOR HIRED TO PERFORM f Y' PROPOSED 4'HIGH THE WORK SHALL BE ENDORSED TO NAME HUDSON ENGINEERING&CONSULTING,P.C.,AND ANY �-J Porch \ X• �✓ SELF-CLOSING, DIRECTORS,OFFICERS,EMPLOYEES,SUBSIDIARIES,AND AFFILIATES,AS ADDITIONAL INSURED ON PROVIDE INLET it r Wo)d_porch �� Q� SELF-LATCHING ALL POLICIES AND HOLD HARMLESS DOCUMENTS,AND SHALL STIPULATE THAT THIS INSURANCE IS CD PROTECTION FOR goof Ove \ GATE SELF-LATCHING (BY OTHERS) PRIMARY,AND THAT ANY OTHER INSURANCE OR SELF-INSURANCE MAINTAINED BY HUDSON Q EXISTING DRAIN R _ '� Q�\ �- Ti ':A // ENGINEERING&CONSULTING,P.C.,SHALL BE EXCESS ONLY AND SHALL NOT BE CALLED UPON TO (Q INLET(TYP.) �\ _ L`\ G CONTRIBUTE WITH THIS INSURANCE. ISO ADDITIONAL INSURED ENDORSEMENT FORM NUMBER _ ��, 0 l CO2010 1135 UNDER GL. COPIES OF THE INSURANCE POLICIES SHALL BE SUBMITTED TO HUDSON ENGINEERING&CONSULTING,P.C.,FOR APPROVAL PRIOR TO THE SIGNING OF THE CONTRACT. t 1 a Urb J<< \ �� \ j Q 14.INDUSTRIAL CODE RULE 753: THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS PRIOR TO THE START OF HIS OPERATIONS AND SHALL COMPLY WITH ALL THE LATEST INDUSTRIAL CODE RULE 753 REGULATIONS. INSTALLATION&MAINTENANCE OF EROSION CONTROL: EXISTING ASPHALT DRIVEWAY TO BE REPLACED W/NEW ' S�C�%((�J 0 CONSTRUCTION SCHEDULE PERMEABLE PAVER \ �' v NOTIFY APPROPRIATE MUNICIPAL AGENCY HAVING JURISDICTION AT LEAST 5 DAYS PRIOR TO START. DRIVEWAY(TYP.) � � � / �// 0 • 30 EROSION CONTROL MEASURES 00 INSTALL ALL EROSION CONTROL MEASURES PRIOR TO START OF CONSTRUCTION. CALL FOR ---__.___-_ _ � � �G�" � � INSPECTION FROM THE APPROPRIATE MUNICIPAL AGENCY HAVING JURISDICTION AT LEAST 2 DAYS UTILIZE EXISTING ASPHALT DRIVEWAY �' \ `� N Q� PRIOR TO FINISH. AS STABILIZED CONSTRUCTION ENTRANCE DURING CONSTRUCADJACENT TOTION. 'Q \ �\\ ! V• INSPECTION BY MUNICIPALITY MAINTENANCE(TO UE EEBEQEMED DURING ALL PHASES OF CONSTRUCTION) SITEEENTRANCEPAVED TREET SHALL BE SWEPT DATMY INSTALL ORANGE SAFETY V TO REMOVED EXCESS MUD,DIRT OR APPROXIMATE LIMITS CONSTRUCTION FENCE "\ \ AFTER ANY RAIN CAUSING RUNOFF,CONTRACTOR TO INSPECT HAYBALES,ETC.AND REMOVE ANY ROCK TRACKED FROM THE SITE ' OF DISTURBANCE ACCESS TO SITE(TYP.) \` EXCESSIVE SEDIMENT AND INSPECT STOCKPILES AND CORRECT ANY PROBLEMS WITH SEED AS NECESSARY TO LIMIT � � [ (8,359 S.F.) ' \\ INSPECTIONS SHALL BE DOCUMENTED IN WRITING AND SUBMITTED TO THE APPROPRIATE MUNICIPAL o / 18 TREE 001 // ,\ AGENCY HAVING JURISDICTION. .r . { INSPECTION BY MUNICIPALITY-FINAL GRADING 00 REMOVE UNNEEDED SUBGRADE FROM SITE. CALL FOR INSPECTION FROM THE APPROPRIATE MUNICIPAL AGENCY HAVING JURISDIC?ON AT LEAST 2 ;09 � DAYS PRIOR TO FINISH. 18 MAPLE INSPECTION BY MUNICIPALITY-LANDSCAPING _ 12 CLUMP TREE Sao N6PS,bb �/ %UPOIE� SPREAD TOPSOIL EVENLY OVER AREAS TO BE SEEDED. HAND RAKE LEVEL Edge of phalt_ / 1 "halt �G �g - _ j' BROADCAST 1,25 LB.BAG OF JONATHAN GREEN°FASTGROW"MIX OR EQUAL OVER AREA TO BE As Asphalt Curb �'Asp C P i� „ SEEDED. APPLY STRAW MULCH AND WATER WITHIN 2 DAYS OF COMPLETION OF TOPSOILING. CALL v _Edge 0�' � FOR INSPECTION FROM THE APPROPRIATE MUNICIPAL AGENCY HAVING JURISDICTION AT LEAST 2 �/ DAYS PRIOR TO FINISH. �`.Paving INSPECTION BY MUNICIPALITY-FINAL LANDSCAPING j. . i' GRASS Stone y ASS � %� i j CALL FOR INSPECTION FROM THE APPROPRIATE MUNICIPAL AGENCY HAVING JURISDICTION AT LEAST 2 1 DAYS PRIOR TO FINISH, N 870 301 00"E— IP "Ura= of_P_ = jt G {� INSPECTION BY MUNICIPALITY-FINAL INSPECTION 2.3 6 1 OBB Edge =p,sP a PSI` ALL EROSION CONTROL MEASURES REMOVED AND GRASS ESTABLISHED. Y h CALL FOR INSPECTION FROM THE APPROPRIATE MUNICIPAL AGENCY HAVING JURISDICTION AT LEAST 2 DAYS PRIOR TO FINISH. -DRAIN MANHOLE v m y Olt Curb As pha — - Edge of Asphalt RIM=143 77 PROJECT: R MPNN°LE o ------ - E,� - —_— SRMs1"bp9 F NIS 7 BOBBIE LANE EROSION &SEDIMENT o it _ N =Q RA I S O - UPole Overhead Wires UPole CONTROL PLAN IS BASED UPON L& AN E y n _ 0 R BBI LANE EXISTING INFORMATION SHOWN HEREON VILL E BIR r PROVIDED BY TC MERRITTS DATED o WESTCHES Y— ( RK m s { SEPTEMBER 28,2020. B a %o< CONTRACTOR SHALL CONTACT DESIGN ENGINEER TO t€E a s EROSION & SEDIMENT CONTROL PLAN QF�ss,o�`4` SCHEDULE A SITE INSPECTION PRIOR TO BACKFILLING $ o Wo>ww Octe: D2 111 22 snese: HUDSON Sale: , , INFILTRATION/ATTENUATION SYSTEM(S).SHOULD THE GRAPHIC SCALE a $z _10 Designed B. N.S. CONTRACTOR BACKFILL PRIOR TO INSPECTION,THE a o w 3 CONTRACTOR SHALL EXPOSE THE SYSTEM AT THEIR 10 0 5 10 20 4D m n z,- Checked By. M.S. 5D ENGINEERING OWN EXPENSE. m a 0 & Sheet No. m CONSULTING, P.C. ANY ALTERATIONS OR REVISIONS OF THESE PLANS,UNLESS DONE BY OR (IN FEET) 45 E m ford,Nt York 1 015 2 32 01 _ UNDER THE DIRECTION OF THE NYS LICENSED AND REGISTERED ENGINEER 1 inch=10 ft. T:914-909-0420 THAT PREPARED THEM,IS A VIOLATION OF THE NYS EDUCATION LAW. z° F.,914-560-2086 ©2022 I Tax Lot 135.35-1-6 7 ! Tax Lot 135.35-1-60 f LEGEND STORMWATER MANAGEMENT FACILITIES MAINTENANCE PROGRAM Now or Formerly i Now or Formerly MEASURE DATES FOR TIMING,ACTIVITY,AND LOCATION Andrew David Grippo Robyn and Robert PROPERTY LINE -- INSPECTION GENERAL ALL ALL STORMWATER FACILITIES SHALL BE INSPECTED IMMEDIATELY AFTER I Gorin -��J PROPOSED MAINTENANCE COMPLETION OF CONSTRUCTION,AND THEN MONTHLY FOR THE FIRST THREE j WALKWAY/PATIO (STORM SEWER, (3)MONTHS FOLLOWING THE COMPLETION OF THE PROJECT. WITHIN THE ___ 47 LF I HDPE I PROPOSED 12"X12"NDS CATCH BASINS/ FIRST THREE(3)MONTHS,INSPECTIONS SHALL IMMEDIATELY BE PERFORMED Railroad Tie N 12 PIPE AT CATCH BASIN DRAIN INLETS, FOLLOWING A LARGE STORM EVENT(LE.PRODUCING 1/2"(ONE-HALF INCH) Wail (- )1.0%MIN. I 800 f�I 3R1M=143.00E r'� MANHOLES, OF RAIN OR GREATER. THEREAFTER,THESE FACILITIES SHALL BE INSPECTED VY.a11 \ INV=141.50E PROPOSED STONE PRE-TREATMENT AS DESCRIBED AS FOLLOWS. UPON INSPECTION,FACILITIES SHALL BE SUMP=140.50t %� MASONRY WALL DEVICE AND IMMEDIATELY MAINTAINED AND/OR CLEANED AS MAY BE REQUIRED. ANY SITE 77 INFILTRATION AREAS EXHIBITING SOIL EROSION OF ANY KIND SHALL BE IMMEDIATELY / ^-,� ' BASIN) RESTORED AND STABILIZED WITH VEGETATION,MULCH OR STONE,DEPENDING CONTOUR,i"�( ,j PROPOSED 143- - ON THE AREA TO BE STABILIZED. SI/I..LUM! TI\EE �!r �� �, 1�I�r-J` / % GRADE D SPOT +143.25 CHARGE POINTS AND FRAMES AND GRATES OF DRAINAGE UPON EACH INSPECTION,ALL VISIBLE DEBRIS INCLUDING,BUT NOT LIMITED PROPOSE To,TWIGS,LEAF AND FOREST LITTER SHALL BE REMOVED FROM THE BASIN, J / �'`�� - _ OVERFLOW DISCHARGE E �� � STRUCTURES. ����.-f�-� ,;y�'fPS 4 / �YY J� SUMPS-CATCH UE& ALL CATCH BASIN/DRAIN INLETS AND DRAIN MANHOLES WITH SUMPS HAVE PROPOSED 12"X12"NDS / ea r / n' \ 1 J PROPOSED Oo of H \, 5' S11 STORM PIPE BASIN/DRAM COMPLETION OF BEEN DESIGNED TO TRAP SEDIMENT PRIOR TO ITS TRANSPORT TO THE CATCH BASIN / J✓ / RIM=14BASIN ' / !"� \ 1 INLETS AND CONSTRUCTION: INFILTRATION PRACTICE AND,ULTIMATELY,DOWNSTREAM.THESE SUMPS WILL INV=141.00f r x / ,I \\j 1 J .1 �,� DRAIN REQUIRE PERIODIC INSPECTION AND MAINTENANCE TO ENSURE THAT SUMP=141 OOf `\` ,� \ PROPOSED DRAIN MANHOLES -ONCE A ADEQUATE DEPTH IS MAINTAINED WITHIN THE SUMPS.THE OWNER,OR THEIR + I � 1 FOt ere\`e INLET m MONTH FOR DULY AUTHORIZED REPRESENTATIVE,SHALL TAKE MEASUREMENTS OF THE \ `\`^. THE FIRST SUMP DEPTH. + v+++\+ I \ro\ J.J Qt I'I`1G PROPOSED THREE(3) IF SEDIMENT HAS ACCUMULATED TO 1/2(ONE-HALF)THE DEPTH OF THE + +- CI' I �. �\e TRENCH DRAIN SUMP,ALL SEDIMENT SHALL BE REMOVED FROM THE SUMP. SEDIMENTS TP-I r CCEO + + ,+ ++*\� `,,� „C.X \� �,'(� Se ATHETHREEFI(31T CAN BE REMOVED WITH HAND-TABOR OR WITH A VACUUM TRUCK. 27 LF 6"0 HOPE c i pos +.+I+ + n CI CD �ty QO MONTHS: THE USE OF ROAD SALT SHALL BE MINIMIZED FOR MAINTENANCE OF (N-12)AT 1.0%MIN. o 0 RD ++ + `` TEMPORARY INLET r" © ROADWAY AND DRIVEWAY AREAS. Tax Lat l j�.�5-1-3/ y 1 00� ++\ �4 PROTECTION TIP -EVERY FOUR +, r') 4 (4)MONTHS Lot 55-F n� -U 1 1 1 7 7 �., t + + +.. ��LC1 `•� THEREAFTER CONNECT POOL COVER ./^\ - "a - OT + ++ + ( , l`�c O SUBSURFACE UPON ALL EXFILTRATION SYSTEMS SHALL BE INSPECTED EVERY SIX 6 MONTHS DRAIN TO PROPOSED $ 43. " + + + 10%` \ TEMPORARY ��� () NOW - 1 / + + + O CONSTRUCTION FENCE cF EXFILTRATION COMPLETION OF (SPRING AND FALL)FOR EXCESS SEDIMENT ACCUMULATION AND CLOGGING CULTEC CHAMBERS W/ / E•�• /_ `a +.++ + + ,:_ \ CHAMBERS/DRY CONSTRUCTION: OF INLET AND OUTLET PIPING.DURING DRY WEATHER CONDITIONS,WHEN Jon SCH.40 PIPING(TYP.) o + -+ WELL SEDIMENT HAS ACCUMULATED TO AN AVERAGE DEPTH EXCEEDING 3"(THREE / TP-1 -IMMEDIATELY , h INCHES),THE GALLERY SHALL BE WATER JETTED CLEAN,AND ALL Ackerman A TEST PIT AFTER ACCUMULATED SEDIMENTS SHALL BE VACUUMED OUT OR REMOVED _ '{ J i LOCATION CONSTRUCTION J _�r� `-.�I 'G. •-��� � i'// MANUALLY.A STADIA ROD MAY BE INSERTED TO DETERMINE THE DEPTH OF PROPOSED 12"X12"NDS O $ PROPOSED CULTEC J I'(J �\!/ �\ �` -EVERY SIX(6) THE SEDIMENT. j" PROPOSED LIMIT CATCH BASIN + + + INSPECTION PORT .� tt -I\� e ��. ,6_.... MONTHS MAINTENANCE OF THE INFILTRATION SYSTEMS LOCATED ON EACH INDIVIDUAL Cf %O ( V G OF DISTURBANCE THEREAFTER RIM=143.00f (b / o j + + + + + (nP) a, LOT SHALL BE THE RESPONSIBIUTY OF THE INDIVIDUAL PROPERTY OWNER. INV=140.30t Q(�,� / +^+ + + + + � PJ� (SPRING&FALL) SUMP=139.30t ( ,, / + ++'+ + Wood •II \y"�`` BY INDIVIDUAL (Q + +f i HOMEOWNERS) E I PROPOSED FOUR(4)CULTEC + + + L,g1 RECHARGER 330XLHD STORMWATER + TIP- CHAMBERS SURROUNDED W/12" + + t tI" _j 0 CRUSHED STONE ON ALL SIDES ! + +'+ 1 11 \ L r- INV.(IN)=140.00E(6"0 HDPE(N)) \/' + +T++ - F +;�`, r, 1 CULTEC N0.410 NON-WOVEN GEOTEXIILE + + + + +. 0 J• J gay MINIMUM 95% AROUND STONE.TOP AND SIDES MANDATORY INV.(IN)=140.00f(6"0 HDPE(S)F \� + + + a 7'+ C \ 1 n RECHARGER 330XLHD +r + + r't( r l ? J I L dow COMPACTED FILL INV.(UNIT)=138.00t— + 5 +:+_ }r,&f ,° + U J`i Win r 1 O a HEAVY DUTY CHAMBER HVLV FC-24 FEED CONNECTOR INHERE SPECIFIED NV,(GRAVEL)=137.00t, r + * + +' �*t'` + + E fL + + + P� 1-2 INCH[25-51 mm]DIA.WASHED, + ++ + +` 4 STONE PAVER OR CRUSHED STONE 1 + + + + +_ + + I InI6 12.0'[3,L6 m] FINISHED GRADE + - AC Unit �� .p MAX.BURIAL DEPTH 10.0"[254 mm]MIN.FOR PAVED + \ it ++ .+ / c pnC, ° f ,\ \ 12.0"[305 mm]MIN.FOR UNPAVED Sli am2 on 2$tOrY Fr Tank PROVIDE POOL DISCHARGE PUMP AND SCH.40 6.0"[152 mm]MIN. r ' �,J yTCe OII ��_ ,S PIPING CONNECTING TO PROPOSED CULTEC ./ a i., r• rfi' t v r; fiA x c c s-/ Q e�l(J�I I C, o INFILTRATION SYSTEM.(DISCHARGE PUMP AND Q i Stone i) G� I` n Con 1^V ASSOCIATED PIPING SHALL BE SIZED AND / Curb �� Q 7 o \ r o\ q INSTALLED PER PUMP MANUFACTURER'S y/%a r` %\ o V �\ 30.5"[775 mm] 1 p\ (� RECOMMENDATIONS).POOL DISCHARGE RATE / /, cD Bay y\ y (J SHALL NOT EXCEED 120 GALLONS PER MINUTE. n / o o i u v � ) bow \ �, Ii! ,Y O In \ \ �. % \ ;N a, / N l 6,. ' ,S o p Q� ( i G O aC)por \. 12.0' 58.0"[1473 mm]MIN. 6 P1NE over W(� \ \ Q % [305 mm]MIN. CENTER TO CENTER 52.0"[1321 mm] I Roof i o ti // CULTEC NO.66 WOVEN GEOTEXTTLE(FOR SCOUR OL L- PROTECTION)TO BE PLACED BENEATH INTERNAL \ c• CDC FEATURE AND BENEATH ALL IN UTLET -- MANIFOLD LET/0 ( PIPES Curb _ \ ��� 4 Q ne - } $ \ y Z ` :'% GENERAL NOTES J - St aij RECHARGER 330XL HD BY CULTEC,INC.OF BROOKFIELD,CT. ALL RECHARGER 330XL HD HEAVY DUTY UNITS ARE MARKED WITH A COLOR STRIPE FORMED INTO THE PART ALONG THE - 4 STORAGE PROVIDED=11.32 CF/FT[1.05 m'/m]PER DESIGN r UNIT. LENGTH OF THE CHAMBER. ALL RECHARGER 330XL HD CHAMBERS MUST BE INSTALLED IN REFER TO CULTEC, CURRENT RECOMMENDED INSTALLATION ��%�� ACCORDANCE WITH ALL APPLICABLE LOCAL,STATE AND FEDERAL GUIDELINES. REGULATIONS Gj e THE CHAMBER WILL BE DESIGNED TO WITHSTAND TRAFFIC LOADS \O \ � d9 ��t WHEN INSTALLED ACCORDING TO CULTEC'S RECOMMENDED j � 0o INSTALLATION INSTRUCTIONS t CULTEC RECHARGER 330XLHD TRAFFIC SEE q00 INSTALLATION PAVED SURFACE AIL FOR Stone CUr __..__ ``, p INSTALLATION IN TRAFFIC AREAS. �C \ 0 V 6"SCH.40 PVC OR 6"SDR DCAP H.40 \ r \ SDR-35 PVC PIPE PVC CLEAN-OUT FINISHED GRADE /� CLEAN-OUT ADAPTER \� NATURALLY COMPACTED FILL SEE NOTE 1 QGill �b \ 6"SCH.40 PVC OR � RISER W/SCREW IN CAP i �1 \' FLOOR BOX FRAME AND LID \\ NEENAH R-7506 OR EQUAL -b L' // ;l \ RISERDWITHSSCREW CIAP W/S.S.CAP SCREW LID a M ( w ) 0 1811 TREE S \ 6"BELOW SURFACE r wkq f ?�s / S \ 24'SQUARE " X� fi .t r^ 3 -.•.r ":-'L: C) CLOSURE ,rcu p v rtv c / STONE PAVER \/ I.10' REFER TO RECOMMENDED — 0 0 95%COMPACTED FILL~�� I 20 0. r MIN.-MAX.BURIAL s� �asafi �4 nJ7 r J R � ,fir-, REQUIREMENTS r'r �"i- / L.n � 12'CLASS'C'I � 1U11 MAPLE ���� I�✓•I� /�` (•�.��'�`J ,• �. CONCRETE DOLLAR Curb 1 '! 6"INTERNAL /I 12 CLUMP TREE _ .al� 1 �(N�'Q�b / v��1 e =x f COUPLING CULTEC GEOTEXTILE410 NON—WOVEN AROUND STONE l� v U t: ='ASID I P 1 A TOP AND SIDES MANDATORY halt Curb __ :-off G phatf ASp -" E /j BOTTOM PER ENGINEER'S ` dg PAVED SURFACE INSTALLATION DETAIL DESIGN PREFERENCE ,��^P h, l :gr1'r#fHRP'1 Sr 3 Paving /� 1-2 IN,DIA.WASHED, CRUSHED STONE Stone ``}} / NOTES: SURROUNDING CHAMBER N 87 30 00 E / 1`/ y '/ AND INSPECT ON PORT TYPICAL CULTEC CHAMBER 6"INTERNAL COUPLING O I II �/ BIE �1a 1. WHEN ACCESS PORT IS UTILIZED AS SYSTEM OVERFLOW,INSTALL NDS ASSEMBLY FROM f P.s9 1F�l�r% \ MODEL 50 GRATE.GRATE TO BE SET 1/2"ABOVE ADJACENT GRADE, BOTTOM TO FINAL ELEVATION INSPECTION PORT OBG C�j O 11 ADJACENT GRADE TO PITCH AWAY FROM ACCESS PORT IN ALL THIS CHAMBER ONLY) 2.3 G Edg PS��/ 2.INSPECTN.ION PORT NOT TO SERVE AS OVERFLOW WHEN INSTALLED IN ( INSTALLATION DETAIL / / ``� v1 PAVED/TRAFFlC AREAS. �� GP\1�h' CULTEC INSPECTION PORT � 1 DRAIN MANHOLE (� - / R RIM=143.77 PROJECT. OJECT rb _-_Edge of Asphalt - �; / MAN"� m - — -- PROPOSED POOL& ALTERATIONS UPole RIM TEST HOLE DATA: 7 60861E LANE STORMWATER o� ���N ,s e„ UPole Overhea11 d Wires TEST HOLE#1 MANAGEMENT PLAN IS BASED UPON 7 BOBBIE LANE ���' 't DEPTH-58" EXISTING INFORMATION SHOWN HEREON z VILLAGE OF RYE BROOK 0-6"TOPSOIL e N�^ r w 6-5e"SILK LOAM W/LARGE ROCKS PROVIDED BY TC MERRITTS DATED _ NO GROUNDWATER WESTCHESTER COUNTY NEW YORK m " ` 8 LEDGE ROCK 0 58" SEPTEMBER 28, 2020. w O¢ TEST HOLE 2 5 q STORMWATER MANAGEMENT PLAN s'Q�°. CONTRACTOR SHALL CONTACT DESIGN ENGINEER TO Pool Drawdown 's it DEPTH-103"SCHEDULE A SITE INSPECTION PRIOR TO BACKRL wLING Pool Area 544Square Feet 0-6"TOPSOIL o i Date: 02 18 22 sneer. !INFILTRATION/ATTENUATION SYSTEM(S).SHOULD THE 6-48'SILTY LOAM W/LARGE ROCKS GRAPHIC SCALE 0 3 H U D S O N Scale: 1=10 2 CONTRACTOR BACKFILL PRIOR TO INSPECTION,THE Drawdown Depth 0.5 Feet n z w Des(ned B. N.S. 3 48-65"COMPACT BROWN SANDY LOAM �€ CONTRACTOR SHALL EXPOSE THE SYSTEM AT THEIR Total Storage Needed 272 Cubic Feet 65-103"FINE SANDY SILT,VERY to 0 5 10 20 40 s z Checked 8. M.S. ROCKY 8 <S, E N G I N E E FR I N G Sheet No. OWN EXPENSE. Total Storage Provided 344Cubic Feet NO GROUNDWATER a o & NO LEDGE CONSULTING, P.C. C-2 4S Kn ollwood Road-Suite 201 ANY ALTERATIONS OR REVISIONS OF THESE PLANS,UNLESS DONE BY OR PERC.-13.86"INCHES/HOUR (IN FEET Elmsford,New York 10523 UNDER THE DIRECTION OF THE NYS LICENSED AND REGISTERED ENGINEER 1 inch=10 ft. T:914-909-0420 THAT PREPARED THEM,IS A VIOLATION OF THE NYS EDUCATION LAW. z° R 914-560-20M 02022 UNILOCK PERMEABLE PAVERS STONE & BLOCK DROP INLET PROTECTION SOIL STOCKPILING PERMEABLE JOINT OPENING DEWATERI G STABILIZE ENTIRE PILE AGGREGATE:OPEN-GRADED,CRUSHED,ANGULAR STONE;ASTM N0.8 N CONCRETE BLOCKDS 12":X 12"POLYOLEFIN WITH VEGETATION OR COVER GRATE W/U.V.INHIBITORS 2 SLOPE OR LESS 1-1/2"PERMEABLE SETTING BED 1.5" AGGREGATE:OPEN-GRADED,CRUSHED, NOS 6"RISER -� 6" ANGULAR STONE;ASTM NO.8 (AS REQUIRED) �- 2:1 SLOPE (MIN,) �\. SLOPE TO DRAIN SLOPE TO DRAIN GRAVEL FILTER OPENERGRADED,3/4"CLEAN WASHED -III- I III-f BACKRLL WITH STONE de BLDgC PLAN VIEW - =it COMPACTED SOIL CRUSHED STONE =III=III =MILE T INSTALL PERMEABLE -III-III- GEOTEXTILE MATERIAL BETWEEN -III=III =III-� NDS 12"SQUARE CATCH sEOIM°NrRPooL SCREEN == =III=III-- BASIN OR APPROVED EQUAL DEWATERING SUBBASE AND SUBGRADE III I=II1 -I COMPACTED SUBGRADE VARIES—1 I I I I Imo- 1- 1 MIN III III = =III NDS UNIVERSAL 2 MAX. `n f MIN.SLOPE MIN.SLOPE II III SILTFENCE OUTLET UNLOCK - PERMEABLE PAVERS PERMEABLE PAVER MAINTENANCE PROCEDURES llllllll_IIII „s DRGP wLET INSTALLATION NOTES III-III j y " 2 WITH GATE GENERAL MAINTENANCE PROCEDURES: vu , DRAIN PIPE 1,STONE FOR INFILTRATION BEDS SHALL BE 3/4 INCH UNIFORMLY GRADED -III-III SEDIMENT SWµyAlM NpTM COARSE AGGREGATE WITH A WASH LOSS OF NO MORE THAN 0,5%IN PERMEABLE PAVER AREA SHOULD BE SWEPT/BLOWN CLEAN AS PART OF GENERAL III=1 1.AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. ACCORDANCE WITH PROJECT SPECIFICATIONS,VOID SPACE SHALL BE 40%AS LAWN YARD MAINTENANCE SCHEDULE.AREA SHOULD REMAIN FREE OF CONTAMINANTS SUCH -- TEMPORARY STONE&BLOCK DETAIL 2.SOILS OR FILL TO BE STOCKPILED ON SITE DURING CUTTING AND FILLING ACTIVITIES / L-III- -III-III=_ SEDIMENT POOL SHOULD BE LOCATED ON LEVEL PORTIONS OF THE SITE WITH A MINIMUM OF 50-75 FOOT MEASURED BY ASTM-C29, AS GRASS/HEDGE CLIPPINGS,MULCH,SOIL,ETC.TO ENSURE MAXIMUM PERMEABILITY. °� ___ -III= i -III-III- INVERT ELEVATION 3:1 SLOPE WIRE SETBACKS FROM TEMPORARY DRAINAGE SWALES. 1'MIN. 2:1 SLOPE III-III-I11= � SCREEN 3.MAXIMUM SLOPE OF STOCKPILE SHALL BE 1:2. 2.NONWOVEN GEOTEXTILE SHALL CONSIST OF NEEDLED NONWOVEN PERMEABLE PAVER AREA SHALL BE TW CE A YEAR(EARLY SPRING&LATE FALL)TO u O�L 2'MAX. 1' 4.UPON COMPLETION OF SOIL STOCKPILING,EACH PILE SHALL BE SURROUNDED WITH EITHER POLYPROPYLENE FIBERS AND MEET THE FOLLOWING PROPERTIES:3.GRAD SS SILTFENCING OR STRAWBALES,THEN STABILIZED WITH VEGETATION OR COVERED. MAINTAIN MAXIMUM INFILTRATION.IF PONDING IS OBSERVED,THE AREA SHALL BE VACUUMED a FINE GRAVEL FACE fi 5.STOCKPILES REMAINING IN PLACE FOR MORE THAN A WEEK SHOULD BE SEEDED AND TENSILE STRENGTH(ASTM-D4632)>=120 LBS,MULLEN BURST STRENGTH AND JOINT AGGREGATE REPLACED TO THE UP OF THE PAVER.PAVEMENT WASHING SYSTEMS 8"OF 34'CRUSHED (1'MIN.THICKNESS) %- MULCHED OR COVERED WITH GEOTEXTILE FABRIC SURROUNDED BY SILT FENCE. (ASTM-D3786)>=225 LBS,FLOW RATE(ASTM-D4491)>=95 OR COMPRESSED AIR UNITS ARE NOT RECOMMENDED FOR MAINTENANCE.IMMEDIATELY CLEAN AND COMPACTED STONE 3"STONE 6,SEE SPECIFICATIONS(THIS MANUAL)FOR INSTALLATION OF SILT FENCE. GALLONS/MINUTE/SQUARE FOOT UV RESISTANCE AFTER 500 HRS ANY SOIL DEPOSITED ON THE SURFACE. "DOUGHNUT'"DETAIL (ASTM-D4355)>=70%. HEAT-SET OR HEAT-CALENDARED FABRICS ARE NOT PERMITTED. GEOTEXTILE FABRIC SHALL BE MIRAFI 140 N OR APPROVED WINTER MAINTENANCE PROCEDURES: EQUAL. NDS SQUARE CATCH BASIN CONSTRUCTION SPECIFICATION ABRASIVES SUCH AS SAND OR CINDERS SHOULD NOT BE APPLIED ON OR ADJACENT TO THE SILT FENCE 3.SURFACE SLOPE SHALL BE BETWEEN 1%(MINIMUM)AND 5%(MAXIMUM). PERVIOUS PAVERS.SNOW PLOWING IS ACCEPTABLE,PROVIDED IT IS DONE BY SETTING THE 1.LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE FOR DEWATERING. BLADE SLIGHTLY HIGHER THAN USUAL(APPROXIMATELY 1 INCH).SALT IS ACCEPTABLE FOR FOUNDATION SHALL BE 2 INCHES MINIMUM BELOW REST OF INLET AND BLOCKS 4.PERMEABLE PAVERS SHALL NOT BE INSTALLED ON WET SURFACES OR WHEN USE AS A DEICER ON THE PERVIOUS SURFACE,THOUGH NONTOXIC,ORGANIC DEICERS SHALL BE PLACED AGAINST INLET FOR SUPPORT. POSTS THE AMBIENT AIR TEMPERATURE IS 50 DEGREES FAHRENHEIT OR LOWER. APPLIED EITHER AS BLENDED MAGNESIUM CHLORIDE BASED UQUID PRODUCTS,OR AS 2.HARDWARECLOTH OR 1/2"WIRE MESH SHALL BE PLACED OVER BLOCK OPENINGS PRETREATED SALT ARE PREFERABLE, TO SUPPORT STONE. s<cna✓e 5.FILTER FABRIC AND STONE SHOULD BE KEPT CLEAN OF SOIL/SEDIMENT 3.USE CLEAN STONE OR GRAVEL 1/2-3/4 INCH IN DIAMETER PLACED 2 INCHES BELOW DURING THE INSTALLATION PROCESS.IF INSPECTION INDICATES THAT SOIL TOP OF BLOCK ON A 2:1 SLOPE OR FLATTER. SUPPORT NET SEDIMENT HAS ENTERED ANY OF THE INFILTRATION SEEPAGE BEDS, 4.FOR STONE STRUCTURES ONLY,A 1 FOOT THICK LAYER OF THE FILTER STONE WILL POST APPROPRIATE MEASURES(i.e.CLEANING THE SOIL/SEDIMENT FROM THE BE PLACED AGAINST THE 3 INCH STONE AS SHOWN ON THE DRAWINGS. FILTER FABRIC 5FOMVA FABRIC,STONE,ETC.AND OR REPLACEMENT OF THE FABRIC AND STONE) 12" O.D. 12" MAXIMUM DRAINAGE AREA 1 ACRE. SHOULD BE ADDRESSED. STAKE SPACING f FLOW TOP VIEW 6.ALL STONE FOR THE CONSTRUCTION OF THE PERMEABLE PAVERS SHOULD BE 12'O.C. 66"T-STAKES DRIVEN III- -III- _� /BACKFILL B A UNIFORMLY GRADED AND CLEAN WASHED AGGREGRATE. -III -III 48"HIGH DENISTY ORANGE 18"BELOW GRADE _ - COUPLE 7.GEOTEXTILE AND BED AGGREGATE FOR PERVIOUS PAVERS SHOULD BE PLACED POLYETHYLENE SAFETY FENCE WIRE OR ZIP II III_ IMMEDIATELY AFTER APPROVAL OF SUBGRADE PREPARATION.ADJACENT TIES TO SECURE - STRIPS OF GEOTEXTILE SHOULD OVERLAP A MINIMUMOF 6 INCHES N - GAMPBELL FRAME 1 AND SAFETY FENCE - - SHOULD BE SECURED AT LEAST 4 FEET OUTSIDE OF BED TO PREVENT ANY ' k GRATE/4152 of RUNOFF OR SEDIMENT FROM ENTERING THE STORAGE BED.THIS EDGE STRIP TO POSTS j / "'... COMPACTED SELECT GRANULAR SHOULD REMAIN IN PLACE UNTIL ALL BARE SOILS OR DISTURBED AREAS // �/I- MATERIAL BACKFILLED IN 9"LIFTS S£CnON B CONTIGIOUS TO THE BED ARE STABILIZED.AS THE SITE IS FULLY STABILIZED, FINISHED / \�/\\�/\\� /\\//\\�/\\/� SEC7101V A EXCESS GEOTEXTILE ALONG BED EDGES CAN BE CUT BACK TO THE BED GRADE EDGE. CAP 8.PLANTED AREAS ADJACENT TO THE PERVIOUS PAVERS SHOULD BE _ ;N TOE—IN METHOD MAINTAINED AND INSPECTED ON A SEMIANNUAL BASIS. �I � '- 12"+1/2 DIA.COMPACTED SELECT GRANULAR MATERIAL JOINING SECTIONS OF FENCING 8 CRUSHED —I I_— STONE GRAVEL INSTALLATION NOTES: III- 1.EXCAVATE A 4 INCH*4 INCH TRENCH ALONG THE LOWER PERIMETER OF THE SITE. \ 4"SDR-35 PVC X 2.UNROLL A SECTION AT A TIME AND POSITION THE POSTS AGAINST THE BACK -I - (DOWNSTREAM)WALL OF THE TRENCH(NET SIDE AWAY FROM DIRECTION OF FLOW). 3.DRIVE THE POST INTO THE GROUND UNTIL THE NETTING IS APPROXIMATELY 2 INCHES FROM THE TRENCH 80170M. CONSTRUCTION FENCE TRENCH BEDDING 4.LAY THE TOE-IN FLAP OF FABRIC ONTO THE UNDISTURBED BOTTOM OF THE TRENCH, I BACKFlLL THE TRENCH AND TAMP THE SOIL.STEEPER SLOPES REQUIRE AN INTERCEPT TRENCH. 45'BEND S.JOIN SECTIONS AS SHOWN ABOVE, SENOR LATERAL (STORM OR SANITARY) 45'WYE FLOW -NEW DRIVEWAY ELEVATIONS 5H01ULD ""NEVI/DRIVEWAY ELEVATIONS SHOULD MATCH EXISTING EL.EVATION5 MATCH fY15TING FLEVATION5 tj t: -. 6�� NOTES(STORM SEWER): -- ----- -------- ---� 1. REFER TO PLAN FOR SPECIFIC PIPE SIZING AND SLOPE SPECIFICATIONS;HOWEVER,IN GENERAL,ALL STORM SEWER SERVICES TO BE 6"0 SCH.40 0 1.0%MINIMUM. /•"T"C,LFAIV( U`JI"1C)Si(JIVE 2, CLEANOUTS SHALL BE PLACED BEFORE SIGNIFICANT PIPE BEND LOCATIONS(I.E., JUNCTIONS,90-DEGREE BENDS,ETC.)UNLESS A ROOF LEADER DOWNSPOUT CONNECTION IS PROPOSED. A LEFT DRIVEWAY SECTION SEWER CLEANOUT DETAIL (GRAVITY) (STORM) A 107 SCALE: 3/BIT=1'-0" NEW DRIVEWAY ELEVATIONS SHOULD "NEW DRIVEWAY ELEVATIONS SHOULD MATCH EXISTING ELEVATIONS MATCH EX15TING ELEVATIONS �3/4"CLEAN CRU5HED STONE -3/4'CLEAN CRU5HED STONE B MIDDLE DRIVEWAY SECTION A 107 SCALE: 3/811=I'-01' NEW DRIVEWAY ELEVATIONS SHOULD MATCH EX15TING ELEVATIONS _ PROJECT: PROPOS RATIONS °�Nt& W ED POOL & ALTE �� r 9„ 7 BOBBIE LANE < r�.. _•r�a,... _� �� �k �.:,� � '��� airy VILLAGE OF RYE BROOK x. ,01, 0 rn WEST YORK m M, CHESTER COUNTY— NEW � ��� m o< 6.80831 ��Q -Ro°N STORMWATER MANAGEMENT PLAN P IsssloN°� C RIGHT DRIVEWAY SECTION S E y Q W �o��w Date: 02 16 22 yt: HU D S O N Scale; N.T.S.SCALE: 3/8'I=I'-0'I z b Desi ned 6. N.S. z Checked B M.S. as ENGINEERING Sheet No.. N & q CONSULTING, P.C. 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