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HomeMy WebLinkAbout2015-09-10 - Planning Board Meeting Documents BUIL r MENT VIlE OT OK 938 KINc if;RR` ,1VTI'10573 (914)9 ' 39-5801 W 0 t' 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: DATE PAID: ENVIRONMENTAL FEE: DATE PAID: OTHER: APPLICATION FOR SITE PLAN APPROVAL Submission of this application does not assure placement on any Planning Board Agenda.The Applicant will be notified of such placement. This application references but is not limited to the following sections of the Code of the Village of Rye Brook:§250 ZONING,§209 SITE PLAN REVIEW.§235 TREES;§107 DEMOLITION OF BUILDINGS,;;224 SWIMMING POOLS,3121 EXCAVATION&TOPSOIL REMOVAL,§118 EROSION&SEDIMENT CONTROL,§213 STEEP SLOPES PROTECTION,§219 SUBDIVISION OF LAND, §250-40 NOTIFICATION REQUIREMENTS.Applicants and their I.)esign Professionals are strongly advised to mvie'sv tare above mentioned code sections online at.wwvv_rvebrook.orp prior to completing and or submitting this application. APPLICATION FEE SCHEDULE: Residential Dwellings- $325,plus$200 per additional dwelling unit. Non-Residential Buildings - $475 plus $30 per parking space. Planned Unit Development-$575 per acre PUD Amendment- $300 Site Plan Amendment- $575 Wetlands&Watercourse- $1.,150 Consultant Review(Escrow)Fee: Minimum fee$250-maximum fee$2,500,to be determined by the Village Engineer. tiJplication jk Gs are non-rglunclable.Mlle applicam'S j.-"sc oSS;Account n111.51 have apo s7 ive bohince at all flf7tes prior to an'),Consultant,Allorne.V or Village review Zscrow fees and Site Plan£''ees wrist bepaid on se1narate checks tnade,atrva;ale its the Village of.TSye Brook. 1. Site Address: —Parcel ID#: Zone:� �'9'7°�'"2��/ � Lone: FAN 2. Propert} Owner: @t),� Opt �(J �rd n k �t�i"��Y►�� gi"-On nGt Address: r] rw c-Ai f l C4TOther: E-Mail:Tel.#: �I -31:3 21(0 8I 14 3. Applicant: Address: —E-Mail: Tel.#: Other: / 4. Design Professional: (q —rHc�ntit' �QG L'Ti Lc� /-I rl�� Te Address: 0 U E-Mail: QrV,ed t,-,,, Tel.»: --b-7 Q Other: 5. Designate to whom correspondence is to be sent:-__.--.. Note;If applicant is a"Contract Vendee",please attach a cope ot•the contract suirnrlar.vlvith financial and confidential terms deleted. REVISED 8110115 6. Street which property abuts: �� "C_e, 7. Does property connect directly into State or County highway? W'NO O YES: _ 8. Is site within 500 feet of Village Boundary?( )NO �>e!ES If yes note all bordering municipalities: -I-� 9. Total area of site: < So &Z I GS Area of site activity: 'S D 10. Site coverage: %; Building coverage: 11. Existing building size: New-'additional building size: 12. Existing parking spaces: New parking spaces: 4 13. Nature of proposed activity: F fa to- d iA-Qso�d a" ie Y adv 1 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 retumed to the applicant. STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: s=e L ,j.S—g Ab,,,4 pfA ,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 C)w _ 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 Nvith 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 TU Sworn to before me this day of -5�,P j_t t4OC , 20 (q day of 120 Not a4 c Notary,Public ature of Property Owner n Signature of Applicant Print Name ofPropern Owner Print Name of Applicant MAUREEN T. McCORMICK Notary Public of State of New Jersey My Commission Expires 01!2412017 REVISED 8110115 VILL It IY OOK 938 King S •r Ayy 1E3ro .�, TX. 10573 (914)93 , 39-5801 w SITE PLAN SUBMITTAL REVIEW CHECKLIST This form shall serve as a checklist for site plan submittal and review by the Village of Rye Brook. The use of this plan review checklist by the applicant is to ensure compliance with the technical provisions of§209 of the Code of the Village of Rye Brook entitled, Site Plan Review, pertaining to preliminary and final plan preparation. The Village Code is available on the Village Website at: www.ryebrook.org. Prior to the appearance before ANY meeting or hearing of the Planning Board,the applicant must comply with all Notification Requirements of Code Section 25040. SITE PLAN SUBMITTAL SHALL INCLUDE: 1. APPLICATIONS. Completed and signed including correspondences. 2. CHECKLIST. Completed and signed. 3. PLANS. Signed, Sealed&Dated. Fifteen paper(15) copies or twenty(20)copies when Board of Trustees approval is required and one (1) electronic version. One (1) record set with original signatures, dates and seals may be provided and submitted with fourteen(14) copies or nineteen (19) 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. 6. Electronic Copy. Complete copy of all plans and shall be submitted electronically at time of submission. 7. Notarized Affidavit of Sign Posting&Mail Notification. 1. T9A,JK k�A IN©n/Al (Applicant's signature)have read the Notification Requirements of Code Section 250-40 and will provide notification as required. IDENTIFICATION OF APPLICANT(S): Identification of Applicant -f— T 1, iy nn Rod (�vr�rnnaal5 Applicant: eU_A (NL Address: 1 ! Q 4�,%-, N Tel. #: Fax: Ol 14 _%6q_6 E-Mail: ren ori nu. 4D ( Y Y"n Project Name: D 'ZIb6 C� Civ �,�r,s mc`d�nrw aoJ. >ry• Project Address: S Q - St_• Current Property Owl �l+n ►0\,__�ci Address: I f;YN(y 1 1 P.G 6ig h4`1 L C le Tel.#: 114- 'Z(p'>-�yQ7 Fax: Al - E-Mail: a c(�r�ra. Ca C, IDENTIFICATION OF PROPERTY: Identifying Title: ALN, /1 ,-�., �n Tax Designation: Section: 1.°�-1 Block:____Lot:�1(p, 'tel �_2_ Zoning District: Street which property abuts: /k 134,d- 6- _ Plan Submission Date: t ' Site Plan Checklist Page 1 of 7 Prqject Address () E>n Winn v Y N NA PLANREOUIREMENTS O O V 15-20 copies of plans prepared and signed by a registered Land Surveyor,Engineer or architect. 9l O O One(1)electronic copy of all submitted plans. 00 O Topographic Survey stamped by New York State Land Surveyor with license number and seal. ,00 O Topographic survey scale of one(1)inch per twenty(20)feet or larger. OF 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. 00 O Name of the proposed subdivision plan. 0 O O Nance and address of the owner of record. 00 O Name and address of the applicant. Q( 0 O Deed reference(s). 00 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. +� O O North arrow and scale. Q�O O Location map at the minimum scale of l"equals 1,000 feet. ;6 O O Area of all lots,in square feet. f� O O Engineering notes on plans as stated in application packages. 60 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. 9(O O Any prior land use approvals with respect to the subject property. 000 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. Q( 00 Other existing site improvements,including,but not limited to,fences, landscape or retaining walls,landscaping & O O Vscreening. 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. O O Fees paid to The Village of Rye Brook Building Department. O O O Any revisions to plans shall be identified with a revision cloud and numbered revision triangle Y N N/A ABUTTING PROPERTYINFORMATION O O 0 The names and addresses of all abutting property owners within 250 ft as indicated in the Municipal records. O O %3r Zoning and use of abutting properties noted on plans. O 0 O Shape,size,height and location of existing buildings and driveways within one hundred(100)feet of the site. O 0 O Location and description of existing easements within one hundred(100)feet of the site. O 0 O Location of existing private or public trails within one hundred(100)feet of the site. O 0 O Location of existing roads,scenic roads and/or driveways within two hundred(200)feet of the site. O 6 O Location of proposed parkland. If none state nearest recreation facility Q O O Location of existing septic system leach fields within two hundred(200)feet of the site. ,6 O O Locations,dimensions,grades and flow direction of existing sewers,culverts,waterlines as well as other underground utilities within and adjacent to the property. Site Plan Checklist Page 2 of 7 Prgject Address ( O �O 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 PLA.NINFORMATION 000 Sufficient, acceptable information to readily determine the location;bearing;and length of every street line, lot line,and property boundary line. 600 Location of all building setback lanes. 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. 600 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. O O"O Location and proposed development of all buffer areas,including existing vegetative cover. �y O O Location and description of any zoning district and municipal boundaries including a zoning compliance chart for the existing and proposed lots. fk O O Shape,size,height and location of all existing and proposed buildings. O O Location and description of any existing and proposed easements. 60 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. 00 W Identification of the location and amount of building area proposed for retail sales or similar commercial activity. VO O Location of existing and proposed utilities(water,sewer,gas,electrical,telephone,oil tank etc.). O O)6 Design and location of all existing and proposed wells, septic tanks and leach field systems,or methods of waste water disposal. # 00 Location,type and size of all existing and proposed landscaping and screening including fences and walls. 00 0 Location,size and proposed screening of outdoor storage areas,if any. Vi 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 Exterior lighting plan and proposed signs to be located on site,including sign orientation,size,height,and elevation view. O'O O Storm drainage plan and plans for snow removal and storage. 0 O O Pedestrian and automobile circulation plan. 40 O Construction drawings for pavements,walks,steps,curbing,drainage&other structures associated with the proposed use. 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. +� 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. ® O O Drawing and computation for storm water detention design for a 25-year storm in accordance with tine«,"estchester County Best Management Practices O OV 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. 000 Location of any common lands and/or public lands. 9(0O Phasing or an estimated project construction schedule. D O O Supporting documents,including deeds,maintenance,condominium agreements,etc. Site Plan Checklist Page 3 of 7 Project Address 4?-0 bf) LAC.3 jy1 L±(�, .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 O O V 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. 000 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 Or Cross sections of steep slope areas. 0'O O Retaining walls or like constructions,with details of construction. 00 -9 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. 9( O O Location of fire and other emergency zones, including the location of fire hydrants. O O V 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 regdest to waive the submission requirements for these studies. 000 Amount of any bonds required. O O O' Amount of excavated material to be removed from site,if any. Y N NA OTHER(as applicable) 0 ,0(0 Record of application for and approval status of all necessary permits from state and county officials and local utility companies. O �O 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). 0010 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.westcllestergov.com;"planningreterrals 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-Contest for County and Municipal Planning and Policies to Guide County Planning,adopted by the County Planning Board on 5/6/08,amended 115/10,can be found at ti,kw.westchestergov.com/2025. ❑ Westchester 2025:Policies should be reviewed to determine how they relate to the development proposal. 1I. 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 Prgiect Address �o ❑ 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: wvuw.westchestergov.coin;'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.westchestergo,,,,.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: tivwtiv.westchestergov.com./dpiv%bldaperm.htnn. 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.westch ester(*ov.com/dpw,'bldgperm.htm ❑ 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 Aitb building entrances. Information on County bus service and design guidelines can be found at: westcbestergov.conn transportation/images,Bus°%20Service°/a20Guidelines.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:f/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:ww-xv.westclnestergov.coin/environment._.recycling.htnn ❑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/bidgperm.btm 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 identity 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 tong Island Sound). An interactive map with watershed boundaries can be found at www.rvestchestergov.com/'planning'maps&,Iistsidrainbasinsi lx I Thtm1 ❑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:planing.westchestergov.cont-index.php?option=coin_content&task=view&id= 1231& Itermd=2204 Site Plan Checklist Page 5 of 7 Proiect Address3�; ! ❑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 stonnwater 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.dee.ny.gov/chemicall8694.html ❑New development should include protection of aquatic resources. For more information about protection of aquatic resourc-es& buffer areas,go to:planning.westchestergov.coin%index.php?option=com_content&task=view&id=1491&ltemid=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 stonnwater flow,to improve stormwater quality and reduce runoff volume. For more information,go to: Nkww.westchestergov.com!stornnvater ❑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. ❑ln most locations,buildings should face the street and have pedestrian access fi•om the street. ❑Commercial buildings should be located near the front street lune 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. El Building facades should contribute to and enhance the character of the community. ❑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. ❑Connections could be vehicular or pedestrian/bicycle only,where appropriate. ❑Street widths should be minimized for streets with low traffic volume to reduce speeds and impervious surfaces.Lane widths of 12 feet are only appropriate for major roadways. ❑Driveway widths should be no more than 9 feet to reduce impervious surfaces. ❑Permeable paving surfaces should be used where feasible. ❑ GREEN TECHNOLOGY.New development should include as many green building elements as possible,such as: renewable building materials,energy efficient heating/cooling systems and fixtures,water saving devices,green roofs and permeable paving surfaces.Information can be obtained from the U.S.Green Building Council at:w-vw-.usgbc.org. ❑ LANDSCAPING AND LIGHTING.The site improvements should enhance community character. Site Plan Checklist Page 6 of 7 Project Addresses ❑ Landscaping should consist of native plant species appropriate for the location.Invasive plant species should be prohibited. Invasive plant information available at:www.cvestcliestergov.com/planning/environmentaliReportsllnvasivePlantsBrochO8.pdf ❑ Pollutant tolerant plantings should effectively shield parking,loading areas and refuse collection sites. ❑ Site lighting should be provided at the lowest safe bels 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: Nvww.apbp.org/resource/resmgr/publicafion&lbicvcle_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 tlx: Building Inspector, Village Engineer, Planning Board or Board of Trustees that, due to tate 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 nnay 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) ?iV ':-Pb Signature J, V 1 1: t ,may Date Professional Seal Site Plan Checklist Page 7 of 7 VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NEW YORK 10573 DD PHONE(914)939-0668 FAX(91.4)939-5801 WEB SITE: www.Kyebrook.org OCT 3 0 2014 �YC_ VIi_!_A -E D R E 0K BUILDING DEr'1AR'rMENT APPLICATION FOR SUBDIVISION APPROVAL "ALL SUBDIVISION APPLICANTS MUST SUBMIT 20 COPIES OF ALL ITEMS SUBMITTED TO THE VILLAGE(EXCEPT FOR PROOFS OF NOTIFICATIONS). y�,� Date: y w 1. Name of Applicant: A,?Aq,, A- .4 e,46 Address: 76&4—J 'gw/GG C% Phone No.'s: q' 2(03-14t5 _Fax: -~ 2. Name of Owner; 94VC- .4qY 44C Phone No.'s:q� '�� 9485' Fax: 3. Nance of Registered Architect: lfit lS�14.)w4kICv Address:_le�Z,6 6Of B1cjfXAY 9A W#1/l ,eA143 NY /0&0'y Phone No.'s: q1q.6 q3 57[lt,r / 4. Name of Registered r/Surveyor: ASC+A'%WV7:S Address,•_ 3g4/1 9,,44 8440 ^"S4VTV1"iV.)K /65 7D Phone No.'s: qlq* 76f-9003 Fax: 5. Subdivision Name and/or Identifying Title: I� IRfJ�I>�r/C�t�jt�.�IT/VI'/�' 6. Tax Map: Section: /,V/. 27 Block: / Lot: ete 3 Z Zoning District: 7. Streets which property abuts: 454AedAW AG'I � 8. Properly (Omr*)(does not) connect directly into channel bines established by the County of Westchester Commissioner of Public Works. 9. Land in subdivision (is)(istj within 500 feet of a Municipal Boundary. 10. Total area of property to be subdivided is CoSO acres. Complete This Section For Preliminary Subdivision Approval Only 11. Submit Preliminary Plat and Preliminary Construction Plans. ..11 12. The centerline of each proposed:road has been staked,or will be staked no later than /"/� 20_ 13. Lot corners(have)(have not)been identified with the appropriate states. 14. The required fee is computed as follows: Base Fee: $750 Number of Lots x $600 per Lot: $ Total Fee: $ PAID 15. The undersigned hereby requests approval by the Board of Trustees for the preliminary Plat and Construction Plans: a Z 2 h Y Signature of Applicant Date Signature of Property Owner Date Complete This Section For Final Subdivision Approval Only 16. Proof by the applicant of ownership of the affected premises. 17. Proof by the applicant of Certificate of Title Company covering all interests,liens and objections to title,if any, 18. Formal offers of cession to the Village of all streets and park areas not to remain private. 20. Written agreement permitting entry by the Village. 21. List of Waivers requested. 22. Engineer's estimate of the cost of construction of the subdivision street and all other improvements shown on the final construction plans. 23. Final Subdivision Plat and Final Construction Plans. 24. Proof of approval by New York State Department of Transportation and/or Westchester County Department of Transportation of the proposed construction of any street/intersection with a State or County Highway,if any. 25. Proof of approval by Westchester County Department of Public Works of drainage lines if connecting directly into channel lines established by the Commissioner. 26. Proof of approval by the appropriate Utility Companies and/or of special districts having jurisdiction of the proposed location of underground utilities and equipment. 27. Proof of approval by Westchester County Department of Public Works Division of Stream Control,if necessary. 28. Final Subdivision Approval fee is computed as follows: Base Fee: $750 Number of Lots x$600 per Lot: $ Total Fee: $ 31. Construction Inspection Fee: $ 32. Recreation Fees: $ 33. The undersigned hereby requests approval by the Village of Rye Brook Board of Trustees for Final Subdivision Approval: Signature of Applicant Date Signature of Property Owner Date Short Environmental Assessment Form Part I -Project Information 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 I 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 BD wQ 1 '46*4Y 6 6 C. Name of Action or Project: 17 Project Location(describe,and attach a location map): Brief Description of Proposed Action: Name of Applicant or Sponsor: Telephone: �c O Q�1�6�QI �G LLl Cfy�4Nl4,�i9,daV4M) E-Mail: --NAdO 4AR a 0 I fGoNtr Address: 74%ce#iir . er. City/PO: State: Zip Code: ,tiwfvi�tit A), ,/Ps 7n N. rPS70 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 k may be affected in the municipality and proceed to Part Z. If no,continue to question 2.**JVL(i ti(r�PI�DdAG El El 2. Does the proposed action require a permit,approval or funding from any other govemmental Agency? NO YES If Yes,list agency(s)name and permit or approval: ❑ 3.a.Total acreage of the site of the proposed action? 0, acres b.Total acreage to be physically disturbed? 4> acres c,Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? L9,5"d acres 4, Check all land uses that occur on,adjoining and near the proposed action. ®Urban ❑Rural(non-agriculture) ❑Industrial ®Commercial Rtesidential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Qtber(specify): ❑Parkland Page I of 3 5. Is the proposed action, NO YES NIA a.A permitted use under the zoning regulations? ❑ ❑ b.Consistent with the adopted comprehensive plan? ❑ 5. Is the proposed action consistent with the predominant character of the existing built or natural NO YES 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; _ ® ❑ 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? ❑ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? © ❑ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ ❑ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: �r © ❑ 11-.Will the proposed action connect to existing wastewater utilities? NO 7YE.'S If No,describe method for providing wastewater treatment: /V/ALM 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO Places? ❑ b.Is the proposed action located in an archeological sensitive area? FX0 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: 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 NO YES by the State or Federal government as threatened or endangered? 0 El 15.Is the project site located in the 100 year flood plain? NO YES x 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, ❑ a.Will storm water discharges flow to adjacent properties? ❑NO YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO AYES Page 2 of 3 1 S.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste 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 AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/spo or name: �z'/ 4/V�"Y1 �p�¢�1I � Date: Signature: PRINT FORM Page 3 of 3 Z7 FEDERICO ASSOCIATES ARCNTECTURE-PLANNING 1048 DOBBS FERRY ROAD WHITE PLAINS NEW YORK, 10607 ANTHONY F.FEDERICO RA. Telephone 914693-5401 r7k� [= October 29,2014 LVILLAGE. Honorable Paul S.Rosenberg,MayorAnd Members of the Village Board 938 King Street , ;. ,Rye Brook,NY 14573 RTM�-NT Re: Petition of HOWRIDGE REALTY LLC to REZONE tax lots; Section 241.27, Black 1, Lots 26, 31 & 32 from zoning district FAH (Fair and Affordable Housing) to C-1 Neighborhood Retail. Dear Mayor Rosenberg and Members of the Village Board of Trustees, We represent BOWRIDGE REALTY LLC, the Petitioner in connection with their property located at 80 Bowman Avenue,Rye Brook,New York(Section 141.27 Block 1 Lots 26,31 & 32). On behalf of the Petitioner we respectfully make this petition regarding the proposed rezoning. The parcel is comprised of three existing lots all located in the FAH zoning district. Tax Lot 26 is a 14,128.19 square foot vacant parcel, and tax lots 31 and 32 are 4,173.21 square feet and 3,684.07 square feet respectively and each are developed with two family residences. Both existing residences will be demolished as part of the new Bowman Plaza. project. The uses and zoning surrounding the parcel are as follows;to the north are residences located in the R-2F zoning district and a gas station(Valero)located in the C-1 zoning district;to the south is an office building located in the C-1 zoning district; to the east are -residences on Barber Place, located in the R-2F zoning district;to the west is a dry cleaners and a new TD bank,both located in the C-1 zoning district. The subject parcel was rezoned on November 27, 2012 from C-1 to FAH in order to construct an affordable housing project. Due to the rescinding of funding by Westchester County and ffUD the petitioner has found the affordable housing project is no longer viable. In response to the newly adopted Comprehensive Plan the petitioner is proposing a new development plan for the parcel. The Comprehensive Plan suggests that the "downtown" area of South Ridge Street and Bowman Avenue,presently zoned C-1 and Cl-P provide for mixed use developments. The petitioner is proposing a mixed use development on the subject parcel which will contain commercial units fronting on Bowman Avenue and residential units fronting on Barber Place. The parcel's topography is very gently sloping from Bowman Avenue on the north to the parcels southerly property line on Barber Place. The site will be served by public sanitary sewer located in Barber Place and public water also located in Barber Place.Natural gas and electricity is available to the site via existing Con Edison facilities within Barber Place. The Bowman Plaza development is proposed as a three-story, mixed use building consisting of 4130 square feet of ground floor retail space, and 19 apartments. Included are 44 parking spaces located both under the building and two street level parking areas. We believe rezoning of this property from the FAH District back to the C-1 district.will be the first step in implementing the goals of the newly adopted Comprehensive Plan. In order to construct the Bowman Plaza mixed use project and to maintain the economic viability of the development proposal, a number of modifications are being requested to the C-1 District. The modifications being requested to the C-1 District are as follows; Section 250-32F (1) Front Yard Required 30 feet Proposed 10 feet Section 250-32F(2) Side Yard None,but if provided 1,5 feet Section 250-32 F3 Rear Yard Required 30 feet Proposed 30 feet Section 250-32 CF UI Maximum Height- Stories Permitted 2 stories Proposed 3 stories Section 250-32_G{2} Maximum Height-Feet Permitted 30 feet Proposed 42 feet Section 250-32 H Minimum Usable Open Space None Section 250-32 K(1)Refer to Section 250-6.G._(1)(c)(4) Off-Street Parking Multifamily Required Studio 1 1/2 spaces 1-bedroom 2 spaces 2-bedroom 2 '/z spaces Proposed Studio 1 space 1-bedroom 1 lz spaces 2-bedroom 2 spaces In addition an added category could be included addressing density for the residential component and a floor area ratio for the commercial component. Proposed Densi -Residential I OOa square feet of lot area per dwelling unit Floor area ratio- Commercial Space Maximum floor area ratio=0.35 We are therefore respectfully requesting that the Village Board of Trustees rezone the subject parcel from the present FAH zone to the C-1 modified as the board sees fit to accomplish the goals of the Comprehensive Plan. Thank you for your consideration. v5wywy Antony Fe erico R.A. Full Environmental Assessment Fo Part 1 -Project and Setting Instructions for Completing Fart 1 OCT 3 0 20H VI!-LAGIE —0F RYE BROOK Part 1 is to be completed by the applicant or project sponsor. Responses become pa f fla W&GO�laklfund ng, are subject to public review,and may be subject to further verification. Complete Part I 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;indicate whether missing information does not exist, or is not reasonably available to the sponsor;and,when possible,generally describe work or studies which would be necessary to update or fully develop that information. Applicants/sponsors must complete all items in Sections A&B. In Sections,C,D&E,most items contain an initial question that must be answered either"Yes"or"No". If the answer to the initial question is"Yes",complete the sub-questions that follow. If the answer to the initial question is"No",proceed to the next question. Section F allows the project sponsor to identify and attach any additional information. Section G requires the name and signature of the project sponsor to verify that the information contained in Part lis accurate and complete. A.Project and Sponsor Information. Name of Action or Project: Bowman Plaza Project Location(describe,and attach a general location map): 80 Bowman Avenue Brief Description of Proposed Action(include purpose or need): Construct a mixed use building containing 19 residential apartments an 4130 square feet of retail apace. Name of Applicant/Sponsor: Telephone:914 263 9495 Bowman Plaza LLC E-Mail: fcmadonna@aol.corn Address:7 Spruce Hill court City/PO:Pleasant vide State:NY Zip Code: 10574 Project Contact(if not same as sponsor;give name and title/role): Telephone: Same E-Mail. Address: City/PO- State: zip Code; Property Owner (if not same as sponsor): Telephone: g14 263 9495 Bowridge Realty LLC E-Mail' fcrnadnnna@aof,com Address: 7 Spruce Hiff Court City/PO: Peasantville State: NY Zip Code: 10570 Page 1 of 13 B.Government Approvals B.Government Approvals,Funding,or Sponsorship. ("Funding"includes grants,loans,tax relief and any other forms of financial assistance.) Government Entity If Yes:Identify Agency and Approval(s) Application Date Required (Actual or projected) a.City Council,Town Board, ®Yes❑No Zone Change from FAH to C1 or Village Board of Trustees Village Board of Trustees b.City,Town or Village 9Z]Yes0No Site Plan Approval Planning Board or Commission Planning Board c.City Council,Town or OYes❑No Area Variances Village Zoning Board of Appeals Village Zoning Board of Appeals d.Other Iocal agencies ❑Yes❑No e.County agencies OYes❑No Cub Cut Westchester Co.DPW f.Regional agencies ❑Yes❑No g.State agencies ❑Yes❑No h.Federal agencies ❑Yes❑No i. Coastal Resources. i. Is the project site within a Coastal Area,or the waterfront area of a Designated inland Waterway? ❑Yes 0No U. Is the project site located in a community with an approved Local Waterfront Revitalization Program? CIYes®No N. Is the project site within a Coastal Erosion Hazard Area? ❑Yes®No C.Planning and Zoning C.1.Planning and zoning actions. Will administrative or legislative adoption,or amendment of a plan,local law,ordinance,rule or regulation be the ❑Yes®No only approval(s)which must be granted to enable the proposed action to proceed? • If Yes,complete sections C,F and G. • If No,proceed to question C.2 and complete all remaining sections and questions in Part 1 C.2.Adopted land use planks. a.Do any municipally-adopted (city,town,village or county)comprehensive land use plan(s)include the site ®YesQNo where the proposed action would be located? If Yes,does the comprehensive plan include specific recommendations for the site where the proposed action Wes❑No would be located? b.Is the site of the proposed action within any local or regional special planning district(for example: Greenway ❑Yeswwo Brownfield Opportunity Area(BOA);designated State or Federal heritage area;watershed management plan; or other?) If Yes,identify the plan(s): c. Is the proposed action located wholly or partially within an area listed in an adopted municipal open space plan, ❑YesONo or an adopted municipal farmland protection plan? If Yes,identify the plan(s): Page 2 of 13 C.3. Zoning a. Is the site of the proposed action located in a municipality with an adopted zoning law or ordinance. O YesONo If Yes,what is the zoning classifications)including any applicable overlay district? FAH to Be rezoned to C1 b. Is the use permitted or allowed by a special or conditional use permit? 0 Yes®No c.Is a zoning change requested as part of the proposed action? OYesElNo If Yes, !. What is the proposed new zoning for the site? C1 CA.Existing community services. a.In what school district is the project site located? Port ChgggEFtve Union Free School District. h.What police or other public protection forces serve the project site? Pillage Qf.Ra rock .. c.Which fire protection and emergency medical services serve the project site? R Brook Fire Deparinwt d.What parks serve the project site? ftaldi Park,Crawford Park -- --.....,„, .. .--- —• - D.Project Details DA.Proposed and Potential Development a.What is the general nature of the proposed action(e.g.,residential,industrial,commercial,recreational;if mixed,include all ►ponents)?Mixed Use–Residentlai and Commercial b.a.Total acreage of the site ofthe proposed action? 0.50 acres b.Total acreage to be physically disturbed? 0.50 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.50 acres c.Is tho proposed action an expansion of an existing project or use? 0 Yes®No t.If Yes,what is the approximate percentage of the proposed expansion and identify the units(e.g.,acres,miles,housing units, square feet)? % Units• d.Is the proposed action a subdivision,or does it include a subdivision? WYes ONo If Yes, 1.Purpose or type of subdivision?(e.g.,residential,industrial,commercial;if mixed,specify types) Merge existing lots U.Is a cluster/conservation layout proposed? [QYes OIo til. Number of lots proposed? 1 iv. Minimum and maximum proposed lot sizes? h nirnunr 21882 sf Maximum 21982 sf c.Will proposed action be constructed in multiple phases? OYesONo i. If No,anticipated period of construction: 12 months A If Yes: � • Totalnumber of phases anticipated Anticipated commencement date of phase 1(including demolition) month year • Anticipated completion date of final phase month year + Generally describe connections or relationships among phases,including any contingencies where progress of one phase may determine timing or duration of future phases: Page 3 of 13 f Does the project include new residential uses? ❑Yes❑No If Yes,show numbers of units proposed One Family Two Family Three Family MuM ltinle Family Lfbmurar more Initial Phase 19 At completion of all phases 19 g.Does the proposed action include new non-residential construction(including expansions)? OYesONo If Yes, L Total number of structures 1 U.Dimensions(in feet)of largest proposed structure: 10 height; 72 width; and 50 length iii.Approximate extent of building space to be heated or cooled: 4130 square feet h.Does the proposed action include construction or other activities that will result in the impoundment of any ❑Yes®No liquids,such as creation of water supply,reservoir,pond,lake,waste lagoon or other storage? If Yes, i.Purpose of the impoundment: U. If a water impoundment,the principal source of the water: ❑ Ground water❑Surface water streams❑Other specify: iii. If other than water,identify the type of impounded/contained liquids and their source. iv. Approximate size of the proposed impoundment. Volume: million gallons;surface area: acres v. Dimensions of the proposed dam or impounding structure: height; length vi. Construction method/materials for the proposed dam or impounding structure(e.g.,earth fill,rock,wood,concrete): D.2. Project Operations a.Does the proposed action include any excavation,mining,or dredging,during construction,operations,or both? ❑Yes®No (Not including general site preparation,grading or installation of utilities or foundations where all excavated materials will remain onsite) If Yes: L What is the purpose of the excavation or dredging? U. How much material(including rock,earth,sediments,etc.)is proposed to be removed from the site? • Volume(specify tons or cubic yards): • Over what duration of time? W.Describe nature and characteristics of materials to be excavated or dredged,and plans to use,manage or dispose of them. iv. Will there be onsite dewatering or processing of excavated materials? ❑Yes❑No If yes,describe. v. What is the total area to be dredged or excavated? acres vi. What is the maximum area to be worked at any one time? acres Vd.What would be the maximum depth of excavation or dredging? feet viii. Will the excavation require blasting? ❑Yes❑No ix. Summarize site reclamation goals and plan: b.Would the proposed action cause or result in alteration of,increase or decrease in size of,or encroachment Yes®No into any existing wetland,waterbody,shoreline,beach or adjacent area? If Yes: i.Identify the wetland or waterbody which would be affected(by name,water index number,wetland map number or geographic description): Page 4 of 13 ii. Describe how the proposed action would affect that waterbody or wetland,e.g.excavation,fill,placement of structures,or alteration of channels,banks and shorelines, Indicate extent of activities,alterations and additions in square feet or acres: W. Will proposed action cause or result in disturbance to bottom sediments? ❑Ycs❑No If Yes,describe: iv. Will proposed action cause or result in the destruction or removal of aquatic vegetation? ❑Yes❑Na If Yes: • acres of aquatic vegetation proposed to be removed: • expected acreage of aquatic vegetation remaining after project completion:__ • purpose of proposed removal(e.g.beach clearing,invasive species control,boat access): • proposed method of plant removal: • if chemical/herbicide treatment will be used,specify product(s): v. Describe any proposed reclamation/mitigation following disturbance: c.Will the proposed action use,or create a new demand for water? ®Yes Olo If Yes: L Total anticipated water usage/demand per day: 4050 gallons/day ii. Will the proposed action obtain water from an existing public water supply? ®Yes[oto If Yes: • Name a-f district or service area: united Water New Rochette • Does the existing public water supply have capacity to serve the proposal? mYes❑No + Is the project site in the existing district? ®Yes❑Na • Is expansion of the district needed? ❑Yes®No • Do existing Iines serve the project site? OYes[]No iii. Will line extension within an existing district be necessary to supply the project? ❑Yes Oio If Yes: • Describe extensions or capacity expansions proposed to serve this project: ► Source(s)of supply for the district: iv.Is anew water supply district or service area proposed to be formed to serve the project site? ❑Yes❑No If,Yes: • Applicant/sponsor for new district: • Date application submitted or anticipated: • Proposed source(s)of supply for new district: v. If a public water supply will not be used,describe plans to provide water supply for the project: vi.If water supply will be from wells(public or private),maximum pumping capacity; gallons/minute. d.Will the proposed action generate liquid wastes? OYes❑No If Yes: i. Total anticipated liquid waste generation per day: 4050 gallons/day H.Nature of liquid wastes to be generated(e.g.,sanitary wastewater,industrial;if combination,describe all components and approximate volumes or proportions of each): Sanitary wastewater 4050 gpd iii. Will the proposed action use any existing public wastewater treatment facilities? WjYes❑No If Yes: + Name of wastewater treatment plant to be used: Westchester County • Name of district: Port Chester Sewer District ► Does the existing wastewater treatment plant have capacity to serve the project? ®YesONo • Is the project site in the existing district? ®Yes❑No * Is expansion of the district needed? ❑Yes oNo Page 5 of 13 • Do existing sewer lines serve the project site? ®Yes❑No • Will line extension within an existing district be necessary to serve the project? ❑Yes®No If Yes: • Describe extensions or capacity expansions proposed to serve this project: iv. Will a new wastewater(sewage)treatment district be formed to serve the project site? ❑Yes®No If Yes, • Applicant/sponsor for new district: + Date application submitted or anticipated: • What is the receiving water for the wastewater discharge? Y. If public facilities will not be used,describe plans to provide wastewater treatment for the project,including speeifying proposed: receiving water(name and classification if surface discharge,or describe subsurface disposal plans): vi. Describe any plans or designs to capture,recycle or reuse liquid waste: e.Will the proposed action disturb more than one acre and create stormwater runoff,either from new point ❑Yes®No sources(i.e.ditches,pipes,swales,curbs,gutters or other concentrated flows of stormwater)or non-point source(i.e,sheet flow)during construction or post construction? If Yes: L How much impervious surface will the project create in relation to total size of project parcel? Square feet or acres(impervious surface) Square feet or acres(parcel size) ii. Describe types of new point sources. iii. Where will the stormwater runoff be directed(i.e.on-site stormwater management facility/structures,adjacent properties, groundwater,on-site surface water or off-site surface waters)? • If to surface waters,identify receiving water bodies or wetlands: • Will stormwater runoff flow to adjacent properties? ❑Yes❑No iv. Does proposed plan minimize impervious surfaces,use pervious materials or collect and re-use storrawater? ❑Yes❑No f. Does the proposed action include,or will it use on-site,one or more sources of air emissions,including fuel ❑Yes®No combustion,waste incineration,or other processes or operations? If Yes,identify- i.Mobile sources during project operations(e.g.,heavy equipment,fleet or delivery vehicles) U. Stationary sources during construction(e.g.,power generation,structural heating,batch plant,crushers) M. Stationary sources during operations(e.g.,process emissions,large boilers,electric generation) g.Will any air emission sources named in D.2.f(above),require a NY State Air Registration,Air Facility Permit, ❑Yes®No or Federal Clean Air Act Title IV or Title V Permit? If Yes; i, Is the project site located in an Air quality non-attainment area? (Area routinely or periodically fails to meet ❑Yes❑No ambient air quality standards for all or some parts of the year) fl.In addition to emissions as calculated in the application,the project will generate: • Tons/year(short tons)of Carbon Dioxide(CO2) + Tons/year(short tons)of Nitrous Oxide(N20) • Tons/year(short tons)of Pertluorocarbons(PFCs) • Tonslyear(short tons)of Sulfur Hexafluoride(SF6) • Tons/year(short toes)of Carbon Dioxide equivalent of Hydroflourocarbons(HFCs) • Tons/year(short tons)of Hazardous Air Pollutants(HAPS) Page 6 of 13 h.will the proposed action generate or emit methane(including,but not limited to,servagetreatment plants, r]Yes®No landfills,composting facilities)? If Yes: i. Estimate methane generation in tons/year(metric): ii.Describe any methane capture,control or elimination measures included in project design(e.g.,combustion to generate heat or electricity,flaring): L Will the proposed action result in the release of air pollutants from open-air operations or processes,such as ❑YesoNo quarry or Iandfill operations? If Yes:Describe operations and nature of emissions(e.g.,diesel exhaust,rock particulates/dust): j.Will the proposed action result in a substantial increase in traffic above present levels or generate substantial ❑Yes®No new demand for transportation facilities or services? If Yes: i.When is the peak traffic expected(Check all that apply): ❑Morning E]Evening ❑Weekend ❑Randomly between hours of to ii. For commercial activities only,projected number of semi-trailer truck trips/day: ill.Parking spaces: Existing Proposed Net increase/decrease iv. Does the proposed action include any shared use parking? EJYas❑No v. If the proposed action includes any modification of existing roads,creation of new roads or change in existing access,describe: vi. Are public/private transportation service(s)or facilities available within 1/�mile of the proposed site? ❑Yes❑No vii Will the proposed action include access to public transportation or accommodations for use of hybrid,electric ❑Yes❑No or other alternative fueled vehicles? viii.Will the proposed action include plans for pedestrian or bicycle accommodations for connections to existing ❑Ycs❑No pedestrian or bicycle routes? k.Will the proposed action(for commercial or industrial projects only)generate new or additional demand ❑Yes®No for energy? If Yes: 4 Estimate annual electricity demand during operation of the proposed action: ii.Anticipated sources/suppliers of electricity for the project(e.g.,on-site combustion,on-site renewable,via grid/local utility,or other): iii.Will the proposed action require a new,or an upgrade to,an existing substation? ❑Yes❑No 1.Hours of operation. Answer all items which apply. i. During Construction: U. During Operations: • Monday-Friday: Sam-5 m • Monday-Friday: TBD • Saturday: 0 Saturday: TBD • Sunday: • Sunday: TBD • Holidays: • Holidays: Page 7 of 13 m.Will the proposed action produce noise that will exceed existing ambient noise levels during construction, ❑Yes ONo operation,or both? If yes: i. Provide details including sources,time of day and duration: ii. Will proposed action remove existing natural barriers that could act as a noise barrier or screen? ❑Yes❑No Describe: n., Will the proposed action have outdoor lighting? ®Yes❑No If yes: 1. Describe source(s),location(s),height of fixture(s),direction/aim,and proximity to nearest occupied structures: General site li htin -building safety,parkingareas with IT high pole lamps, U. Will proposed action remove existing natural barriers that could act as a Iight barrier or screen? UYesONo Describe: o. Does the proposed action have the potential to produce odors for more than one hour per day? ❑Yes oNo If Yes,describe possible sources,potential frequency and duration of odor emissions,and proximity to nearest occupied structures: p.Will the proposed action include any bulk storage of petroleum(combined capacity of over 1,1 04 gallons) ❑Yes®No or chemical products 185 gallons in above ground storage or any amount in underground storage? If Yes: i. Product(s)to be stored H.Volume(s) per unit time (e.g.,month,year) iii. Generally describe proposed storage facilities: q.Will the proposed action(commercial,industrial and recreational projects only)use pesticides(i.e.,herbicides, ❑Yes ONo insecticides)during construction or operation? If Yes: L Describe proposed treatment(s): ii.Will the proposed action use IntegraWd Pest Management Practices? ❑Yes []No r.Will the proposed action(commercial or industrial projects only)involve or require the management or disposal ❑ Yes ®No of solid waste(excluding hazardous materials)? If Yes: i. Describe any solid waste(s)to be generated during construction or operation of the facility: • Construction: tons per (unit oftime) • Operation: tons per (unit of time) U. Describe any proposals for on-site minimization,recycling or reuse of materials to avoid disposal as solid waste: • Construction: • Operation: M.Proposed disposal methods/facilities for solid waste generated on-site: • Construction: • Operation: Page 8 of 13 s.Does the proposed action include construction or modification of a solid waste managemem facility? ❑Yes 0 No If Yes: i. Type of management or handling of waste proposed for the site(e.g.,recycling or transfer station,composting,landfill,or other disposal activities): ff Anticipated nate of disposaliprocessing: • Tons/month,if transfer or other non-combustion/thermal treatment,or • Tons/hour,if combustion or thermal treatment W. If landfill,anticipated site life: years t.Will proposed action at the site involve the commercial generation,treatment,storage,or disposal of hazardous ❑Yes®No waste? If Yes: i.Names)of all hazardous wastes or constituents to be generated,handled or managed at facility: ii. Generally describe processes or activities involving hazardous wastes or constituents: iii.Specify amount to be handled or generated tons/month iv.Describe any proposals for on-site minimization,recycling or reuse of hazardous constituents: v. Will any hazardous wastes be disposed at an existing offsite hazardous waste facility? ❑Yes No If Yes:provide name and location of facility: If No: describe proposed management of any hazardous wastes which will not be sent to a hazardous waste facility: E.Site and Setting of Proposed Action EA,Land uses on and surrounding the project site a.Existing land lases, i. Check all uses that occur on,adjoining and near the project site. ® Urban ❑ Industrial ® Commercial ® Residential(suburban) ❑Rural(non-farm) ❑ Forest ❑ Agriculture ❑ Aquatic ❑ Other(specify): it Ifmix of uses,generally describe: b.Land uses and covertypes on the project site. Land use or Current Acreage After Change Covertype Acreage Project Completion (Acres Fl-) • Roads,buildings,and other paved or impervious surfaces 0.10 0.42 +0.32 • Forested 0 0 0 • Meadows,grasslands or brushlands(non- 0.22 0 -0.22 agricultural,including abandoned agricultural) • Agricultural 0 0 0 (includes active orchards,field,greenhouse etc.) • Surface water features (lakes,ponds,streams,rivers,etc.) 0 0 0 • Wetlands(freshwater or tidal) 0 0 0 • Non-vegetated(bare rock,earth or fill) 0 0 0 • Other Describe:Landscape 0.08 0.08 0 Page 9 of 13 c.Is the project site presently used by members of the community for public recreation? OYesONo i. If Yes:explain: d.Are there any facilities serving children,the elderly,people with disabilities(e.g.,schools,hospitals,licensed ❑Yes®No day care centers,or group homes)within 1500 feet of the project site? If Yes, i. Identify Facilities: e.Does the project site contain an existing dam? ❑Yes®No If Yes: i. Dimensions of the dam and impoundment: • Dam height: feet • Dam length: feet Surface area: acres • Volume impounded: gallons OR acre-feet U.Dam's existing hazard classification: W.Provide date and summarize results of last inspection: f.Has the project site ever been used as a municipal,commercial or industrial solid waste management facility, ❑Yes®No or does the project site adjoin property which is now,or was at one time,used as a solid waste management facility? If Yes: i.Has the facility been formally closed? ❑Yes❑No • If yes,cite sources/documentation: U. Describe the location of the project site relative to the boundaries of the solid waste management facility: iii. Describe any development constraints due to the prior solid waste activities: g.Have hazardous wastes been generated,treated and/or disposed of at the site,or does the project site adjoin ❑YesONo property which is now or was at one time used to commercially treat,store and/or dispose of hazardous waste? If Yes: L Describe waste(s)handled and waste management activities,including approximate time when activities occurred: h. Potential contamination history. Has there been a reported spill at the proposed project site,or have any ❑Yes®No remedial actions been conducted at or adjacent to the proposed site? If Yes: i. Is any portion of the site listed on the NYSDEC Spills Incidents database or Environmental Site ❑Yes❑No Remediation database? Check all that apply: ❑ Yes—Spills Incidents database Provide DEC ID number(s): ❑ Yes—Environmental Site Remediation database Provide DEC ID number(s): ❑ Neither database ii. If site has been subject ofRCRA corrective activities,describe control measures: W. Is the project within 2000 feet of any site in the NYSDEC Environmental Site Remediation database? ❑Yes❑No If yes,provide DEC ID number(s): iv. If yes to(i),(ii)or(iii)above,describe current status of site(s): Page 10 of 13 Y. Is the project site subject to an institutional control limiting property uses? ❑Yes®No + If yes,DEC site ID number: + Describe the type of institutional control(e,g.,deed restriction or easement): • Describe any use limitations: • Describe any engineering controls: • Will the project affect the institutional or engineering controls in place? ❑Yes❑No • Explain: E.2. Natural Resources On or Near Project Site a.What is the average depth to bedrock on the project site? y+feet b.Are there bedrock outcroppings on the project site? ❑Yes®Na If Yes,what proportion of the site is comprised of bedrock outcroppings? % c.Predominant soil type(s)present on project site: UpB Paxton Complex 100% % d.What is the average depth to the water fable on the project site? Average: 51k feet e.Drainage status of project site soils:®Well Drained: 100%of site ❑ Moderately Well Drained: %of site ❑ Poorly Drained %of site f,Approximate proportion of proposed action site with slopes; ® 0-10%-. 100 %of site ❑ 10-15%: %of site ❑ 15%or greater: %of site g.Are there any unique geologic features on the project site? ❑Yes®No 1f Yes,describe: h. Surface water features. L Does any portion of the project site contain wetlands or other waterbodies(including streams,rivers, ❑YesoNo ponds or lakes)? }i. Do any wetlands or other waterbodies adjoin the project site? ❑YesoNQ If Yes to either i or fl,continue. If No,skip to E.2.i. X. Are any of the wetlands or waterbodies within or adjoining the project site regulated by any federal, ❑Yes❑No state or local agency? iv. For each identified regulated wetland and waterbody on the project site,provide the following information: Streams: Name Classification • Lakes or Ponds: Name Classification Wetlands: Name Approximate Size • Wetland No.(if regulated by DEC) v. Are any of the above water bodies listed in the most recent compilation of NYS water quality-impaired ❑Yes❑hlo waterbodies? If yes,name of impaired water body/bodies and basis for listing as impaired: i.Is the project site in a designated Floodway? ❑Yes®No j.Is the project site in the L00 year Floodplain? ❑Yeso4o k.Is the project site in the 500 year Floodplain? []Yes®No 1.Is the project site located over,or immediately adjoining,a primary,principal or sole source aquifer? ❑YesONO If Yes: L Name of aquifer: Page 11 of 13 m. Identify the predominant wildlife species that occupy or use the project site: None n.Does the project site contain a designated significant natural community? QYes®No If Yes: i.Describe the habitat/community(composition,function,and basis for designation): U. Source(s)of description or evaluation: W. Extent of community/habitat: • Currently: acres • Following completion of project as proposed.' _ _ acres • Gain or loss(indicate+or-): acres o.Does project site contain any species of plant or animal that is listed by the federal government or NYS as ❑YesoNo endangered or threatened,or does it contain any areas identified as habitat for an endangered or threatened species? p. Does the project site contain any species of plant or animal that is listed by NYS as rare,or as a species of Yes®No special concern? q. Is the project site or adjoining area currently used for hunting,trapping,fishing or shell fishing? OYes®No If yes,give a brief description of how the proposed action may affect that use: E.3. Designated Public Resources On or Near Project Site a.Is the project site,or any portion of it,located in a designated agricultural district certified pursuant to E]Yes®No Agriculture and Markets Law,Article 25-AA,Section 303 and 304? If Yes, provide county plus district name/number: b.Are agricultural lands consisting of highly productive soils present? Dyes®No i.If Yes: acreage(s)on project site? U. Source(s)of soil rating(s): c. Does the project site contain all or part of,or is it substantially contiguous to,a registered National QYes®No Natural Landmark? If Yes: i. Nature of the natural landmark: Q Biological Community ❑ Geological Feature H. Provide brief description of landmark,including values behind designation and approximate size/extent: d.Is the project site located in or does it adjoin a state listed Critical Environmental Area? ❑Yes®No If Yes: i. CEA name: ii.Basis for designation: W. Designating agency and date: Page 12 of 13 e.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district O YesoNo which is listed on,or has been nominated by the NYS Board of Historic Preservation for inclusion on,the State or National Register of Wistoric Places? If Yes: i.Nature of historfeiarchaeological resource: OArchaeological Site OHistoric Building or District ii.Name: di, Brief description of attributes on which listing is based: f.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for ❑Fes®No archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? g.Have additional archaeological or historic site(s)or resources been identified on the project site? OYes ONO If Yes: i.Describe possible resource(s): ii.Basis for identification: h.Is the project site within fives miles of any officially designated and publicly accessible federal,state,or local OYesONo scenic or aesthetic resource? If Yes: i. Identify resource: fl.Nature of or basis for,designation(e.g.,established highway overlook,state or local park,state historic trail or scenic byway, etc.): iii, Distance between project and resource: miles. i. Is the project site located within a designated river corridor under the Wild,Scenic and.Recreational Rivers O YesONo Program 6 NYCRR 666? If Yes: L Identify the name of the river and its designation: ii. Is the activity consistent with development restrictions contained in 6NYCRR Part 666? [3Yes cINo F.Additional Information Attach any additional information which may be needed to clarify your project. If you have identified any adverse impacts which could be associated with your proposal,please describe those impacts plus any measures which you propose to avoid or minimize them. G. Verification I certify that the information provided is true to the best of my knowledge. Applicant/Sponsor Name Bowman Plaza LLC(Frank Madonna) Date Signature Title PRINT FORM Page 13 of 13 Full Environmental Assessment Form P,*"t Agency Use Only lIfapplicabke] Part Z-Identification of Potential Project Impacts Date: Part 2 is to be completed by the lead agency. Part 2 is designed to help the lead agency inventory all potential resources that could be affected by a proposed project or action. We recognize that the lead agency reviewer(s)will not necessarily be environmental professionals. So,the questions are designed to walk a reviewer through the assessment process by providing a series of questions that can be answered using the information found in Part 1. To further assist the lead agency in completing Part 2,the form identifies the most relevant questions in Part 1 that will provide the information needed to answer the Part 2 question. When Part 2 is completed,the lead agency will have identified the relevant environmental areas that may be impacted by the proposed activity. If the Iead agency is a state agency and the action is in any Coastal Area,complete the Coastal,Assessment Form before proceeding with this assessment. Tips for completing Part 2; • Review all of the information provided in Part I. • Review any application,maps,supporting materials and the Full EAF Workbook. • Answer each of the I8 questions in Part 2. • If you answer"Yes"to a numbered question,please complete all the questions that follow in that section. • If you answer"No"to a numbered question,move on to the next numbered question. • Check appropriate column to indicate the anticipated size of the impact. • Proposed projects that would exceed a numeric threshold contained in a question should result in the reviewing agency. checking the box"Moderate to large impact may occur." • The reviewer is not expected to be an expert in environmental analysis. • If you are not sure or undecided about the size of an impact,it may help to review the sub-questions for the general question and consult the workbook. • When answering a question consider all components of the proposed activity,that is,the Avhole action@ • Consider the possibility for long-terns and cumulative impacts as well as direct impacts. • Answer the question in a reasonable manner considering the scale and context of the project. 1. Impact on Land Proposed action may involve construction on,or physical alteration of, ❑NO ❑YES the land surface.of the proposed site. (See fart t. D.1) I "Yes", answer questions a J. I "No",move on to Section 2. Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur . a.The proposed action may involve construction on land where depth to water table is E2d ❑ ❑ less than 3 feet. b.The proposed action may involve construction on slopes of 15%or greater. Elf ❑ ❑ c.The proposed action may involve construction on land where bedrock is exposed,or Eta ❑ ❑ generally within 5 feet of existing ground surface. d.The proposed action may involve the excavation and removal of more than 1,000 tons D2a p ❑ of natural material. c.The proposed action may involve construction that continues for more than one year DIe ❑ ❑ or in multiple phases. f.The proposed action may result in increased erosion,whether from physical D2e,D2q ❑ ❑ disturbance or vegetation removal(including from treatment by herbicides). g.The proposed action is,or may be,located within a Coastal Erosion hazard area. Bli ❑ ❑ h.Other impacts: ❑ . ❑ Page 1 of 10 2. Impact on Geological Features The proposed action may result in the modification or destruction of, or inhibit access to, any unique or unusual land forms on the site(e.g.,cliffs, dunes, NO ❑YES minerals, fossils, caves). (See Part 1. E.2.g) I "Yes", answer questions a-c. I "No", move on to Section 3. Relevant No,or Moderate Part I small to large Question(s) impact impact may ma occur occur a.Identify the specific land form(s)attached: Egg ❑ ❑ h.The proposed action may affect or is adjacent to a geological feature listed as a E3c ❑ ❑ registered National Natural Landmark. Specific feature: c. Other impacts: © ❑ 3. Impacts on Surface Water The proposed action may affect one or more wetlands or other surface water ❑NO []YES bodies(e.g., streams,rivers,ponds or lakes). (See Part 1.D.2, E.21) I "Yes", answer questions a-1. I "No", move on to Section 4. Relevant No,or Moderate Parti small to large Question(s) impact impact may may occur occur a.The proposed action may create a new water body. D2b,Dlh ❑ ❑ b.The proposed action may result in an increase or decrease of over 10%or more than a D2b ❑ ❑ 10 acre increase or decrease in the surface area of any body of water. c.The proposed action may involve dredging more than 100 cubic yards of material D2a ❑ ❑ from a wetland or water body. d.The proposed action may involve construction within or adjoining a freshwater or E2h ❑ ❑ tidal wetland,or in the bed or banks of any other water body. e.The proposed action may create turbidity in a waterbody,either from upland erosion, 132a,D2h ❑ ❑ runoff or by disturbing bottom sediments. £ The proposed action may include construction of one or more intake(s)for withdrawal D2c ❑ ❑ of water from surface water. g.The proposed action may include construction of one or more outfall(s)for discharge 132d ❑ ❑ of wastewater to surface water(s). h.The proposed action may cause soil erosion,or otherwise create a source of D2e ❑ stormwater discharge that may lead to siltation or other degradation of receiving water bodies. i.The proposed action may affect the water quality of any water bodies within or E2h ❑ ❑ downstream of the site of the proposed action, j.The proposed action may involve the application of pesticides or herbicides in or D2q,E2h ❑ ❑ around any water body. k.The proposed action may require the construction of new,or expansion of existing, D la,D2d ❑ ❑ wastewater treatment facilities. Page 2 of 10 I. Other impacts: ❑ ❑ 4. Impact on groundwater The proposed action may result in new or additional use of ground water,or ❑NO ❑YES may have the potential to introduce contaminants to ground water or an aquifer. (See Part 1.D.2.a,D.2.c,D.2.d,D.2,p,D.2.q,D.2.t) If"Yes", answer questions a-h. If"No", move on to Section S. Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur a.The proposed action may require new water supply wells,or create additional demand 132c ❑ ❑ on supplies from existing water supply wells. b. Water supply demand from the proposed action may exceed safe and sustainable D2c ❑ ❑ withdrawal capacity rate of the local supply or aquifer. Cite Source: c.The proposed action may allow or result in residential uses in areas without water and Dl a,D2c ❑ [] sewer services. d.The proposed action may include or require wastewater discharged to groundwater. 132d,E21 ❑ e.The proposed action may result in the construction of water supply wells in locations D2c,E It ❑ ❑ where groundwater is,or is suspected to be,contaminated. Elg,E1h f.The proposed action may require the bulk storage of petroleum or chemical products D2p,E21 ❑ ❑ over ground water or an aquifer. g.The proposed action may involve the commercial application of pesticides within 100 E2h,D2q, ❑ ❑ feet of potable drinking water or irrigation sources. E21,D2c h_ Other impacts: ❑ ❑ 5. Impact on Flooding The proposed action may result in development on lands subject to flooding. ❑ND ❑YES (See Part 1. E.2) I "Yes", answer questions a-g, I "No", move on to Section 6. Relevant No,or Moderate Part I small to large Questiou(s) impact impact may may occur occur a.The proposed action may result in development in a designated floodway. Eli ❑ ❑ b.The proposed action may result in development within a 100 year floodplain. E2j ❑ ❑ c.The proposed action may result in development within a 500 year floodplain. E2k ❑ ❑ d.The proposed action may result in,or require,modification of existing drainage 132b,D2e ❑ ❑ patterns. e.The proposed action may change flood water flows that contribute to flooding. D2b,E2i, ❑ ❑ E2',E2k f.If there is a dam located on the site of the proposed action,is the dam in need of repair, E l e ❑ ❑ or upgrade? Page 3 of 10 g.Other impacts: ❑ 6. Impacts on Air The proposed action may include a state regulated air emission source. -]NO RYES (See Part 1.13.2.£,D,2,h,D.2.g) If"Yes",.answer questions a-f If"No", move onto Section 7. Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur a.if the proposed action requires federal or state air emission permits,the action may also emit one or more greenhouse gases at or above the following levels: L More than 1000 tons/year of carbon dioxide(CO2) D2g ❑ ❑ ii. More than 3.5 tons/year of nitrous oxide(N20) D2g ❑ ❑ iii.More than 1000 tons/year of carbon equivalent of perfluorocarbons(PFCs) D2g 17 ❑ iv.More than.045 tons/year of sulfur hexafluoride(SF6) D2g ❑ ❑ v. More than 1000 tons/year of carbon dioxide equivalent of D2g ❑ ❑ hydrochloroflourocarbons(IFC&)emissions vi.43 tons/year or more of methane D2h ❑ ❑ b.The proposed action may generate 10 tons/year or more of any one designated D2g ❑ ❑ hazardous air pollutant,or 25 tonslyear or more of any combination of such hazardous air pollutants. c.The proposed action may require a state air registration,or may produce an emissions 132f,D2g ❑ ❑ rate of total contaminants that may exceed 5 Ibs.per hour,or may include a heat source capable of producing more than 10 million BTU per hour. d.The proposed action may reach 50%of any of the thresholds in"a"through"c", D2g p ❑ above. e.The proposed action may result in the combustion or thermal treatment of more than 1 D2s 0 ❑ ton of refuse per hour. f.Other impacts: 7. Impact on Plants and Animals The proposed action may result in a loss of flora or fauna. (See Part 1.E.2.ra.-q.) ❑NO ❑YES I "Yes", answer questions a_-j.a_-j. I "No", move on to Section 8. Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur a.The proposed action may cause reduction in population or loss of individuals of any Ego 13 ❑ threatened or endangered species,as listed by New York State or the Federal government,that use the site,or are found on,over,or near the site. b.The proposed action may result in a reduction or degradation of any habitat used by E2o ❑ ❑ any rare,threatened or endangered species,as listed by New York State or the federal government. c.The proposed action may cause reduction in population,or loss of individuals,of any E2p ❑ ❑ species of special concern or conservation need,as listed by New York State or the Federal government,that use the site,or are found on,over,or near the site. d.The proposed action may result in a reduction or degradation of any habitat used by E2p ❑ ❑ any species of special concern and conservation need,as listed by New York State or the Federal government. Page 4 of 10 e.The proposed action may diminish the capacity of a registered National Natural Me ❑ ❑ Landmark to support the biological community it was established to protect. f.The proposed action may result in the removal of,or ground disturbance in,any E2n ❑ ❑ portion of a designated significant natural community. Source: g.The proposed action may substantially interfere with nesting/breeding,foraging,or Elm ❑ 13over-wintering habitat for the predominant species that occupy or use the project site. h.The proposed action requires the conversion of more than 10 acres of forest, Elb ❑ ❑ grassland or any other regionally or locally important habitat. Habitat type&information source: i.Proposed action(commercial,industrial or recreational projects,only)involves use of D2q ❑ ❑ herbicides or pesticides. j.Other impacts: ❑ ❑ 8, Impact on Agricultural Resources. The proposed action may impact agricultural resources, (See Fart 1.E.3.a. and b.) []NO [:1 YES If"Yes", answer questions a-h. I "No", move on to Section 9, Relevant No,or Moderate Part I small to large Question(s) impact impact may mq occur occur a.The proposed action may impact soil classified within soil group 1 through.4 of the E2c,E3b ❑ ❑ NYS Land Classification System. b.The proposed action may sever,cross or otherwise Iimit access to agricultural land Eta,Elb ❑ 0 (includes cropland,hayfields,pasture,vineyard,orchard,etc). c.The proposed action may result in the excavation or compaction of the soil profile of E3b ❑ ❑ active agricultural land. d.The proposed action may irreversibly convert agricultural land to non-agricultural Elb,E3a ❑ ❑ uses,either more than 2.5 acres if located in an Agricultural District,or more than 10 acres if not within an Agricultural District. e.The proposed action may disrupt or prevent installation of an agricultural land El a,Elb ❑ ❑ management system. f.The proposed action may result,directly or indirectly,in increased development C2c,C3, ❑ ❑ potential or pressure on farmland. D2c,D2d g.The proposed project is not consistent with the adopted municipal Farmland C2c 1 ❑ ❑ Protection Plan. h.Other impacts: ❑ ❑ Page 5 of 10 9. Impact on Aesthetic Resources The land use of the proposed action are obviously different from,or are in []NO []YES sharp contrast to,current land use patterns between the proposed project and a scenic or aesthetic resource. (Part 1.E.La,E.Lb,E.3.h.) I "Yes", answer questions a-g. I "No", o to Section 10. Relevant No,or Moderate Part I small to large Question(s) impact impact may -mayoccur occur a.Proposed action may be visible from any officially designated federal,state,or local E3h ❑ [] scenic or aesthetic resource. b.The proposed action may result in the obstruction,elimination or significant E3h,C2b ❑ ❑ screening of one or more officially designated scenic views. c.The proposed action may be visible from publicly accessible vantage points: E3h i.Seasonally(e.g.,screened by summer foliage,but visible during other seasons) ❑ ❑ ii.Year round ❑ ❑ d.The situation or activity in which viewers are engaged while viewing the proposed E3h action is: i. Routine travel by residents,including travel to and from work E2q' ii.Recreational or tourism based activities Elc © �❑ e.The proposed action may cause a diminishment of the public enjoyment and E3h ❑ ❑ appreciation of the designated aesthetic resource. f. There are similar projects visible within the following distance of the proposed Dla,Ela, ❑ ❑ project: Dl.f,D1g 0-1/2 mile -3 mile 3-5 mile 5+ mile g.Other impacts: ❑ ❑ 10. Impact on Historic and Archeological Resources The proposed action may occur in or adjacent to a historic or archaeological []NO n YES resource. (Part 1.E.3.e,£ and g.) If"Yes", answer questions a-e. If`No go to Section 11. Relevant No,or Moderate Part I small to large Questiou(s) impact impact may may occur occur a.The proposed action may occur wholly or partially within,or substantially contiguous De ❑ [� to,any buildings,archaeological site or district which is listed on or has been nominated by the NYS Board of Historic Preservation for inclusion on the State or National Register of Historic Places. b.The proposed action may occur wholly or partially within,or substantially contiguous EM to,an area designated as sensitive for archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory. C.The proposed action may occur wholly or partially within,or substantially contiguous E3g ❑ ❑ to,an archaeological site not included on the NY SHPO inventory. Source: Page 6 of 10 d.Other impacts: ❑ ❑ e.If any of the above(a-d)are answered"Yes",continue with the following questions to help support conclusions in Part 3: L The proposed action may result in the destruction or alteration of all or part E3e,E3g, ❑ ❑ of the site or property. E3f ii. The proposed action may result in the alteration of the property's setting or E3e,EH, ❑ ❑ integrity. E3g,Ela, Etb . iii. The proposed action may result in the introduction of visual elements which E3e,E3f, ❑ ❑ are out of character with the site or property,or may alter its setting. E3g,123h, C2,C3 11. Impact on Open Space and Recreation The proposed action may result in a loss of recreational opportunities or a ONO ❑YES reduction of an open space resource as designated in any adopted municipal open space plan. (See Part 1.C,2.c,E.1.c.,E.2.q.) 1 "Yes", answer questions a-e. I "No", go to Section 12. Relevant No,or Moderate Part I small to large Question(s). impact impact may may occur occur a.The proposed action may result in an impairment of natural functions,or"ecosystem D2e,Elb ❑ ❑ services",provided by an undeveloped area,including but not limited to stormwater E2h, storage,nutrient cycling,wildlife habitat. E2m,Ego, E2n,E2 b.The proposed action may result in the loss of a current or future recreational resource. C2a,El c, ❑ ❑ C2c,E2 c.The proposed action may eliminate open space or recreational resource in an area C2a,C2c ❑ ❑ with few such resources. E l e,E2q d.The proposed action may result in Ioss of an area now used informally by the C2c,E I c ❑ ❑ community as an open space resource. e. Other impacts: ❑ ❑ 12. Impact on Critical Environmental Areas The proposed action may be located within or adjacent to a critical ❑NO ❑YES environmental area(CEA). (See Part 1. E.3.d) if"Yes", answer questions a-e. I "No", o to Section 13. Relevant No,or Moderate Part I small to large Questton(s) impact impact may may occur occur a.The proposed action may result in a reduction in the quantity of the resource or E3d ❑ ❑ characteristic which was the basis for designation of the CEA. b.The proposed action may result in a reduction in the quality of the resource or EM ❑ ❑ characteristic which was the basis for designation of the CEA. c.Other impacts: ❑ ❑ Page 7 of 10 13. Impact on Transportation The proposed action may result in a change to existing transportation systems. []NO ❑YES (See Part 1.D.2 j) I "Yes", answer questions a-g I "No", o to Section 14. Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur a.Projected traffic increase may exceed capacity of existing road network. D2j ❑ ❑ b.The proposed action may result in the construction of paved parking area for 500 or D2j ❑ ❑ more vehicles. c.The proposed action will degrade existing transit access. D2j ❑ ❑ d.The proposed action will degrade existing pedestrian or bicycle accommodations. D2j ❑ ❑ e.The proposed action may alter the present pattern of movement of people or goods. D2j ❑ ❑ f. Other impacts: ❑ ❑ 14. Impact on Energy The proposed action may cause an increase in the use of any form of energy. ❑NO ❑YES (See Part 1.D.21) I "Yes", answer questions a-e. I "No", o to Section 15. Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur a-The proposed action will require a new,or an upgrade to an existing,substation. D2k ❑ ❑ b.The proposed action will require the creation or extension of an energy transmission DA, ❑ ❑ or supply system to serve more than 50 single or two-family residences or to serve a Dlq,D2k commercial or industrial use. c.The proposed action may utilize more than 2,500 MWhrs per year of electricity. D2k. ❑ ❑ d.The proposed action may involve heating and/or cooling of more than 100,000 square Dlg ❑ ❑ feet of building area when completed. e.Other Impacts: ❑ ❑ 15. Impact on Noise,Odor,and Light The proposed action may result in an increase in noise,odors,or outdoor lighting. ONO []YES (See Part 1. D.2.m.,n., and o.) I "Yes", answerquestions a- _ Z "No", go to Section 16, Relevant No,or Moderate Part I small to 1 arge Question(s) impact impact may may occur occur a.The proposed action may produce sound above noise levels established by local D2m El ❑ regulation. b.The proposed action may result in blasting within 1,500 feet of any residence, D2m,El d ❑ ❑ hospital,school,licensed day care center,or nursing home. c_The proposed action may result in routine odors for more than one hour per day. D2o ❑ ❑ Page 8 of 10 d.The proposed action may result in light shining onto adjoining properties. D2n ❑ ❑ c.The proposed action may result in lighting creating sky-glow brighter than existing D2n,Ela ❑ ❑ area conditions. f.Other impacts: ❑ ❑ 16. impact on Hannan Health The proposed action may have an impact on human health from exposure E]NO YES to new or existing sources of contaminants. (See Part 1.D.2.q.,E.L d. f. g. and h.) If"Yes }, Ri7SWeY questions R-m. r "No", go to Section 17. Relevant Noor Moderate Part I small to large Question(s) impact impact may mav eccur occur a.The proposed action is located within 1500 feet of a school,hospital,licensed day Eld ❑ ❑ care center,group home,nursing home or retirement community. b.The site of the proposed action is currently undergoing remediation. Elg,Elh ❑ ❑ c.There is a completed emergency spill remediation,or a completed environmental site Elg,Elh ❑ ❑ remediation on,or adjacent to,the site of the proposed action. d.The site of the action is subject to an institutional control limiting the use of the Elg,Elh ❑ ❑ property(e.g.,easement or deed restriction). c.The proposed action may affect institutional control measures that were put in place Elg,Elb ❑ ❑ to ensure that the site remains protective of the environment and human health. f.The proposed action has adequate control measures in place to ensure that future 132t ❑ ❑ generation,treatment and/or disposal of hazardous wastes will be protective of the environment and human health. g.The proposed action involves construction or modification of a solid waste D2q,Elf ❑ ❑ management facility. h.The proposed action may result in the uneartbing of solid or hazardous waste. D2q,Elf ❑ ❑ i.The proposed action may result in an increase in the rate of disposal,or processing,of D2r,D2s ❑ ❑ solid waste. j.The proposed action may result in excavation or other disturbance within 2000 feet of Elf,Elg ❑ ❑ a site used for the disposal of solid or hazardous waste. Eth k.The proposed action may result in the migration of explosive gases from a landfill Elf Elg ❑ ❑ site to adjacent offsite structures, 1.The proposed action may result in the release of contaminated leachate from the D2s,Elf, ❑ ❑ project site. D2r m.Other impacts: ❑ ❑ Page 9 of 10 17. Consistency with Community Plans The proposed action is not consistent with adopted land use plans. F—JNO []YES (see Part 1. C.1,C.2. and C.3.) If"Yes", answer questions a-h, If"No", go to Section 18. Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur a.The proposed action's land use components may be different from,or in sharp C2,C3,D1a ❑ ❑ contrast to,current surrounding land use pattern(s). Ela,Elb b.The proposed action will cause the permanent population of the city,town or village C2 © ❑ in which the project is located to grow by more than 5%. c.The proposed action is inconsistent with local land use plans or zoning regulations. C2,C2,C3 ❑ ❑ d.The proposed action is inconsistent with any County plans,or other regional land use C2,C2 ❑ ❑ plans. e.The proposed action may cause a change in the density of development that is not C3,Dlc, ❑ ❑ supported by existing infrastructure or is distant from existing infrastructure. D1d,Dlf, Dld,Elb f.The proposed action is located in an area characterized by low density development C4,D2c,D2d ❑ ❑ that will require new or expanded public infrastructure. D2j g.The proposed action may induce secondary development impacts(e.g.,residential or C2a. ❑ ❑ commercial development not included in the proposed action) h.Other: ❑ ❑ 18. Consistency with Community Character The proposed project is inconsistent with the existing community character. []NO RYES (See Part 1. C.2,C.3,D.2,E.3) I "Yes", answer questions a-g. I "No",proceed to Part 3. Relevant No,or Moderate Part I small to large Question(s) impact impact may ma occur occur a.The proposed action may replace or eliminate existing facilities,structures,or areas Me,E3t 1 3g ❑ ❑ of historic importance to the community. b.The proposed action may create a demand for additional community services(e.g. C4 ❑ ❑ schools,police and fire) c.The proposed action may displace affordable or low-income housing in an area where C2,C3,Dl f ❑ ❑ there is a shortage of such housing. Dlg,Ela d.The proposed action may interfere with the use or enjoyment of officially recognized C2,E3 ❑ ❑ or designated public resources. e.The proposed action is inconsistent with the predominant architectural scale and C2,C3 ❑ ❑ character. f.Proposed action is inconsistent with the character of the existing natural landscape. C2,C3 ❑ ❑ Ela,Elb E2g,E2h g.Other impacts: 0 ❑ PRINT FULL FORM Page 10 of 10 BOW RI DG E REALTY, LLC 7 Spruce Hill Court Pleasantville, NY 10570 September 3, 2015 Mr. Paul Rosenberg, Mayor Village Board Members 938 King Street Rye Brook, New York 10583 Dear Mr. Rosenberg, RE: 80 Bowman Avenue, 12 Barber Place, 14 Barber Place Bowridge Commons With this letter we are requesting an extension of the current FAH zone due to expire on November 25, 2015 for the above referenced property so that we may be able to effectively pursue approval of the Bowridge Commons Affordable Housing project. Thank you for your consideration. Sincerely, Virginia Madonna Frank Madonna Cc: Jennifer Gray, Keane &Beane,Village Attorney C. Bradbury M. Izzo M.Timpone M. Nowak September 4, 2015 Mr. Paul Rosenberg, Mayor Members of the Village Board 938 King Street Rye Brook, New York 10583 Dear Mr. Rosenberg, RE: BOWRIDGE COMMONS - FAH We are submitting a Site Plan Application for an amendment to the already approved Affordable Housing Project - Bowridge Commons. The changes being proposed are as follows: Bldg. #1 (on the left side of Barber Place) is being expanded from 69.5' to 76.4' in order to expand the size of each of the apartments. The number of units are unchanged. There are 5 - one bedroom walk-in apartments and 5 two-bedroom duplex units in this building as prior. The original plan contained one bedroom apartments ranging in size. from 657 sq. ft. to 667 sq. ft. These one bedroom units will now be 747 sq. ft. to 780 sq. ft. The two bedroom duplex units ranged from 1253 sq. ft. to 1311 sq. ft. They have now been enlarged to 1388 sq. ft. and we have added 65 sq. ft. terraces to the front of the units. The front yard setback is being changed from 11.5' to 9.3'. Bldg. #2 is being expanded from 51.5' to 57.5' along the Barber Avenue side and expanded from 41.6' to 43.2 ft. along the Bowman Avenue side This bldg. will consist of 3 one-bedroom walk in units and 3 two- bedroom duplex units as prior. The number of units is unchanged. The one bedroom units ranged from 635 sq. ft. to 665 sq. ft. and are now being expanded to 745 sq. ft. The two bedroom units ranged from 1228 sq. ft.. to 1284 sq. ft. in size and are being expanded to 1378 sq. ft. for the two end units and 1455 sq. ft. for the middle unit. These duplex units have also received terraces. The orientation of this building is changed to have the entrances on Barber Place instead of facing the parking lot. We feel this provides for a nicer streetscape. The front yard setback is being changed from 11.5' to 9.3'. The purpose for these changes to the existing plan are in order to make the units larger and therefore more desirable and saleable. The remainder of the site plan is completely unchanged. Elevations will be following as we were not able to finalize those yet, but they will be consistent with the already approved plan in a townhouse style. Sincerely, Virginia Madonna Frank Madonna Short Environmental Assessment Form Part 1 -Project Information Instructions for Comi leting Part 1-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information Name of Action or Project: Bowridge Commons Project Location(describe,and attach a location map): 80 Bowman Avenue,Rye Brook,NY Brief Description of Proposed Action: Ammend previously approved site plan to increase building footprint. (8)2-Bedroom Units&(8)1-Bedroom Units-no change to the number of units or parking spaces. Name of Applicant or Sponsor: Telephone: 914.263.9495 Bowridge Commons LLC E-Mail: VMadonna@aol.com Address: 7 Spruce Hill Court City/PO: State: Zip Code: Pleasantville NY 10570 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 ✓❑ F 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 governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: F-1Westchester County Affordable Housing Program v/ 3.a.Total acreage of the site of the proposed action? 0.50 acres b.Total acreage to be physically disturbed? 0.50 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.50 acres 4. Check all land uses that occur on,adjoining and near the proposed action. m Urban ❑Rural(non-agriculture) [:]Industrial ❑Commercial ❑Residential(suburban) ❑Forest OAgriculture ❑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? ❑ ❑✓ ❑ b.Consistent with the adopted comprehensive plan? ❑ ❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES 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: ❑ 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES ❑✓ ❑ b.Are public transportation service(s)available at or near the site of the proposed action? ❑ 21 c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ❑ ❑✓ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑ ❑✓ 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: ❑ ❑✓ 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? ❑ b.Is the proposed action located in an archeological sensitive area? ❑ 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: 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 m Urban ❑Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? ❑✓ ❑ 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? m NO YES ❑ ❑✓ b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: NO mYES Only when the proposed detention system exceeds the design criteria, Page 2 of 3 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: ❑ ❑ 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: Z ❑ 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: Z ❑ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/spo�ns name: Frank Madonna Date: September 3,2015 Signature:/_ 1'1� PRINT FORM Page 3 of 3 5 RitlBa St m. ITE owba st Barter Pl 16— L m i n saore�M T '" ;{ Trcuun Nap N.TS lotai Amn 2198!4GG9 S(l.l•}. ,a4hA�P� µ —_ — `iofal A— All bin..1 T 1t 11,99Y 466959.Ff �u ^*�cc cc - s sca5 n q _ DIVISION STREET 44 x. g \ A9 nm� .z o.ac.,, ,dva n. 7 v x ` z r A�,�a rz Jiin�n hol l�-� 1,.11 f11-11 at a M �c, p � z BARBER PLACE PRELIMINARY MERGER&REAPPORTIONMENT MAP PREPARED FOR BOWRIDGE REAL TYLLC si-rr,n-ir ry Tnu nwN orae¢ vieIArti orarr 11001 witirierresi r�a cou;vrr,Hary roai< SCALE 1"=20' GRAPHIC SCALE (iu er 1 PLOP A6W y 3, l l r t FtK..v O O c _ THOMAS C.MERRIfTS LAND SURVEYORS.P.C. .... 394 BEDFORD ROAD•RLF:ASANTVILLF.•N.Y_10570 l 769 8003 (203)622-8899 CMP TCiX BEDROOM BEDROOM BEDROOMI BEDROOM'I BEDROOM IFEDERICO ASSOCIATES BOWRIDGE COMMONS LLC 10 00, 1 ,�EECEI���ET 00 KITCHEN �P dr KITCHEN O0 00 KITCHEN 0O KITCHEN y.: $� TCHEN O0 00 „9x9 00 00 „9,9, 00 0o BOWRIDGE O O `" F.7] "' O COMMONS �N ftYE eNOq'N Y DINING/ DINING/ DINING/ DINING/ wwumuemu.wwa rmuumr LIVING ROOM LIVING ROOM LIVING ROOM LIVING ROOM axas coon a1s axss DINING/ co" axaa wa1 ars anoes ,. , LIVING ROOM - MODIFIED pl FLOOR PLANS GROUND LEVEL 10 UNIT BUILDING 9BEDROOM UNIT ase 3caa 9BEDROOM UNIT �a 9BEDROOM UNIT xea 96EDROOM UNIT .nm ase 9BEDROOM UNIT Eaeo,y� 747 SQ.FT.TOTAL 747 SQ.FT.TOTAL 780 SQ,FT.TOTAL 747 SQ.FT.TOTAL 747 SQ.FT.TOTAL v N��OF NE'N� GROUND LEVEL PLAN ECAIF 1 OF f; 00 00 00, 00 00 FEDERICO c KITCHEN O O KITCHEN KITCHEN OO KITCHEN O KITCHENASSOCIATES Po'o� � 000 u lu DLJ u u u D BOWRIDGE COMMONS 0 (D 00 � 0 (D 0 LLC PWD'R PWD'R PWD'R PWD'R PWD'R 7 SPRUCE IML COUNT PIEAGANTVWAN.Y.100 CLOSET CLOSET CLOSET CLOSET CLOSET �� BOWRIDGE COMMONS Dl�c T DINING/ DINING/ DINING/ T LIVING ROOM LIVING ROOM LIVING ROOM LIVING ROOM LIVING ROOM RARRERPWCE ftYE Hm N Y El MODIFIED FLOOR PL/'ANS TERRACE TERRACE TERRACE TERRACE TERRACE FIRST FLUOR 65 SQ FT 65 SQ FT 65 SQ.FT. 65 SQ FT 66 SQ FT 10 UNIT BUILDING 694 SF 694 SF 694 SF 694 SF 694 SF 2 BEDROOM UN17 Asa 2 BEDROOM UNIT 2 BEDROOM UNIT 2 BEDROOM UNIT 3�e e 2 BEDROOM UNIT 9388 SQ.FT.TOTAL 1388 SCI,FT.TOTAL 9388 SQ.FT-TOTAL 4388 SQ.FT.TOTAL 1388 SCE.FT.TOTAL N��OF NE'N� FIRST FLOOR PLAN SCAM a 2 OF f; � FEDERICO ASSOCIATES BEDROOMS BEDROOMS BEDROOMS BEDROOMS BEDROOM OBOWRIDGE COMMONS � m LLC loo oa Qo ao oa 76PROCE IML WORT PIL'A6ANTVOL4 N.Y.Ifd70 c�oSET c�oSET c�OSET c�oSET CLOSET BOWRIDGE o. dM.xba. o. „xs --- COMMONS S S RARRERPWCE ftYE eR001'I' t N Y ASTER BDR ASTER BDR ASTER BDR 1ASTER BDR ASTER BDRI MODIFIED [' FLOOR PLANS 694 SF 694 SF 694 SF 694 SF 694 SF SECOND FLOOR 10 UNIT BUILDING Eaeo,y� v N��OF NE'N� SECOND FLOOR PLAN SCAM 1/4'-1'-0' 2 3 OF f; FEDERICO BEDROOM BEDROOM BEDROOM ASSOCIATES BOWRRIDGE B THROOM 8 THROOM B THROOM COMMONS xas xse m xss LLC 00 00 ODURT i 6GANW LN.Y.1 %EA6ANTV W.E,N.Y.Ifd70 KITCHEN KITCHEN KITCHEN 00 o ao oo do BOWRIDGE COMMONS BA89EHP CE LIVING ROOM LIVING ROOM LIVING ROOM ftYE eft001'NY MODIFIED ONE-BEDROOM UNIT ONE-BEDROOM UNIT ONE-BEDROOM UNIT FLOOR PLANS 745 SQ.RT. 745 SQ.RT. 745 SQ.RT. GROUND LEVEL 6 UNIT BUILDING Eaeo,y� v N��OF NE'N� GROUND LEVEL PLAN ECAIF 1/4'-1'-0' 4 OF f; ANTR ERRA�E FEDERICO sosQFT "TR ASSOCIATES KITCHEi`I ITCHEQi`I ao T TEKI�CHE TERRA \ RRACE Q oc x CE 65 5Q.FT. DINT AREA g. n�a.o„DIMING AREA ///�yy^���� ^a DINING EA 65 5Q.FT. '"X7'5" �� O 96"- 9' K7'6" � � BOWRIDGE 0 0 0 COMMONS THROO THROOM THROO LLC GOATS .iir..� GOATS GOATS 76Pft0®IML WHAT PIEAGAM"N.Y.10M BOWRIDGE COMMONS O o O= V O o BAfteEft awcE J J J "ST FLOOR-DU LEX FIRST FLOOR UPLEX QST FLOOR-D PLEX MODIFIED 702 S FT. Eb 5 F 702 s F FLOOR PLANS FIRSTS UNIT 2 BEDROOM UNIT 2 BEDROOM UNIT 6 UNIT 1378 SQ.FT.TOTAL 1-055 SQ.FT.TOTAL 2 5EDROOM UNIT BUILDING 4378 SQ.FT.TOTAL Eaeo,y� v N��OF NE'N� FIRST FLOOR PLAN ECAIF 5 OF f; FEDERICO MASTER BEDROOM MASTER BEDROOM MASTER BEDROOM sex„o „e ao ALS-I� 0x,4° ASSOCIATES a IN O E s O BOWRIDGE COMMONS LLC oP oP 10 s- s m° C Q0 C_ m� v PRUCE GANnTlA mlmT CC %EA6ANTVW.E,N.Y.Ifd70 BOWRIDGE BEDROOM BEDROOM BEDROOM COMMONS ase x++o W K-IN .se x.�o W K-IN +sa x++o W K-IN SET SET SET s x�� sxm sn��o BARBERP CE RYE eft001'N Y 676 SQ FT 697 5a.FT. 676 SQ FT MODIFIED FLOOR PLANS SECOND FLOOR 6 UNIT BUILDING Eaeo,y� v N��OF NE'N� SECOND FLOOR PLAN ECAIF 1/4'-1'-0' 6 OF f; P L ZONING DATA rL FEDERICO ASSOCIATES BOWRIDGE N'572 'W NO9°\( COMMONS 40.0 1 LLC Noip-053ow /'1] 03' TOP— NO PARKING FARE LANE NO PARKING FIR 5 LAN5 7 PRUCE ML ODURT PlEAGANN"N.Y.1057) 24 5.,5b OU7VNEOFPR WOUSLY-7 T, APPROVED EULDING L 23 BOWRIDGE E OF PROPOSED B, N, COMMONS 4a,4b u 22 10 9 Z8/7/6 15 -1/2 0 v .2 PLAOi 21 DIWSION RYE eft00K,N.Y. 24 A OUILINEOFFIREWOUSLY SIM— NG A" a STREET ) )b 20 APPROVED Kill 5 2 -'0YrUN9OFPROI sui ^r, ;[i e 2a,2b 19 6a,6b 7�,�b Sa, 8b 13 AMMENDED J SITE PLAN & kt 71 JA 14 TT TT TT C) U) \\ F 1/ 0) la,]b ZONING TTJ 17 ILI TABLE 15 706�— —I J 16 N 0. 40.0 e one to alk w one tE, alk —-—------------------ ----------------------------------------------- E.- ----------------------------- -------------------------------------------------------------------------------------- 'G— BARBER PLACE VDO INSTILL CONCRETE IN 5 4 3 2 1111 11 1111"INT AT S N T 1111"INT T'N 1,"IT" ...IN, 4.1 111,1—E—ElLi, "NL��L PLAN SCALE!F=19 .SUI ..... _r2 A IF 1111 LII', 1,1,,I;MSLIRtiEY BY 111(liiliiiS, OF Building Permit Check List & Zoning Analysis Address: -'S;7 P-�"1 � = SBL: 4 Zone: 2- t-L-Use: ( O Const.Type: Other: Submittal Date'':"" (o l 9- Revisions Submittal Dates: Applicant: SA ✓'1 A Nature of Work: W Z S t S t N L _ t�- tiG F-- ' �t Reviews: ZBA: PB: BP: Other: NOK O FEES: Filing: 7S�-� BP: C/O: Legalization: T APP.: Date Stamped: ✓ Properly Signed: .•"' SBL Verified- Other: ( ( ) Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening: ( ) ( ) ENVIRO.:Long: Short: Fees: N/A: ( ) (+ SITE PLAN:Topo­.­--'-�' Site rotection: S/W Mgmt.: Tree Plan: Other: ( ) (. SURVEY: Dated: ( l-S- Current: -�" Archival: Sealed: -' Unacceptable: )-(*'PL-ANS­Date-Stamped: v Seated: -X- Copies: 3- Incomplete: N/A: ( ( ) License: Workers Comp: Liability: Comp. Waiver: Other: Code 753#: Dated: N/A: (+ ( ) I IIGH-VOLTAGE ELECTRICAL: Plans: Permit: N/A: Other: (� ( ) LOW-VOLTAGE ELECTRICAL: Plans: Permit: N/A: Other: ( ( ) FIRE ALARM/SMOKE DETECTORS: Plans: Permit: N/A: Other: (� ( ) PLUMBING: Plans: Permit: Nat. Gas: LP Gas: N/A/: Other: (� ( ) FIRE SUPPRESSION: Plans: Permit: N/A: Other: (•� O 2010 NY State ECCC: N/A: Other- (� ( ) Final Survey: Final Topo: RAPE Sign-off Letter: As-Built Plans: Other: DEN ( ) ( ) BP DENIAL LETTER: C/O IAL LETTER: Other: ( ( ) Other: -P y" .D Plo(Lv%kk-: (✓ ARB mtg. date: approval: notes: ( )ZBA mtg. date: approval: notes: (•APB mtg. date: approval: notes: REQUIRED EXISTING PROPOSED NOTES Area: 12,S k ZZ Z7S - 47- Circle: ZCircle: L C-..> Frontage: 6-c- Zzz Front: Front: 55• h C� Sides: I S `{o 1[7-1[7-/.q--[-� 7, 3 t , t � Rear: 3 - Z9 ss- af- Main Cov: t ° . l 3. b t-L.3 C(L De4k Cov: Ft.H/Sb: to et , 61e) Oti Sd.H/Sb: I . (n o — 9,0% d3� GFA: HoS 6.$ S LI OLt l .DLi Tot.Imp: `LtoS.4v' S23 574L( C6- Ft.Imp: R 6°T,-)- Z.4 (*7- 47 Parking: ?i >-L z OFc. Height/Stories: 30 1z notes: BUIL MENT (� (� �/J(� VI I;.QF,�'�' OK D E C E � V t� 938 KING ETa7` B NY 10573 ..,.� (914)9 f 39-5801 JUN 17 2015 e VILLAGE OF RYE BROOK BUILDING DEPARTMENT FOR OFFICE USE ONLY: BOT Approval Date: PB Approval Date: BOT Disapproval Date: PB Disapproval Date: Chairman: Attach Resolution: BOT[ ] PBA [ ] ZBA[ ] SITE PLAN APPLICATION SUBMISSION OF APPLICATION DOES NOT ASSURE PLACEMENT ON ANY PLANNING BOARD AGENDA. APPLICANT WILL BE NOTIFIED OF SUCH PLACEMENT. *********************************************************************************************************** APPENDIX: THIS SITE PLAN APPLICATION REFERENCES BUT IS NOT LIMITED TO THE FOLLOWING CODE SECTIONS OF THE VILLAGE OF RYE BROOK, SECTIONS: 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. DESIGN PROFESSIONALS&APPLICANTS ARE STRONGLY ENCOURAGED TO REVIEW THE ABOVE MENTIONED CODE SECTIONS, AVAILABLE ONLINE AT www.Eyebrook.ora PRIOR TO COMPLETING THIS APPLICATION. SITE PLAN: Identification of Applicant: Owner:_MAPF i- �4tsAZ5 of U GK 0947 RD Address: le JrL,S-r ba%! iDtsaA, E-Mail:KA,L.f_V, SAyMA M P d&KAjom.C_^e Tel.#: %L&•711&[• 7 it 4,&Iq 14. -9t2.1lp- o'mI&A, Fax: I f�. --7 LP L • 7 Le 44, Applicant:_;S&rq e- h ti ! ,%v F Address: E-Mail: Tel.#: Fax: Design Professional: lbgA r) p E.ILi oT Z_F g,A, [o3S O&MIlLAwf ILD Address: M I tD a&E;F t E L.t, cy ejL.b!j 0j E-Mail: 5"M C CA31 pT 1"9-" 13 WT a...0 o est Tel.#: Fax: . D-h- AP5 L- M I _ Designate to whom correspondence is to be sent: SLA►L E tC ' .rt a,.D >3 R.A.a ❑E t'-c a~r•r f:- Note: If applicant is a"Contract Vendee", please attach a copy of the contract summary with financial and confidential terms deleted. IDENTIFICATION OF PROPERTY: A. Identifying Title: 5 1501.1,kj L-j B. Tax Designation: Section: I5 !4. Block:__L `LotAA C. Zoning District:-_R,y L64L D. Street which property abuts: Esomi-ter K p E. Does property connect directly into State or County highway? n1 O LAST REVISED 713 r. is site wlu m ouu feet of vtuage nounaary: No ii yes note au ooraermg municipalities: G. Total area of site: 12,_X15 Af!! Area of site activity: SI!~ H. Site coverage: -7 %; Building coverage: 12 I. Existing building size: t 3 n;p *f_New/additional building size 2 -'1 p :s f- J. Existing parking spaces New parking spaces K. Nature of proposed activity: EKG f APPLICATION FEES: Application fees are non-refundable. Environmental Fees and Site Plan Fees must be paid on separate checks. Make checks payable to the: Village of Rye Brook. Residential Dwellings $300 plus- $200 per additional unit Non-Residential $450 plus- $30 per parking space Planned Unit Development $500 per acre PUD Amendment $250 Site Plan Amendment $550 Wetlands&Watercourse $1,100 Consultant Review (Environmental) Fee: Minimum fee $250 - maximum fee $2,500 estimated. Applicant's Environmental Account must have a positive balance at all times prior to any Consultant,Attorney,Village, and Board review. SITE PLAN FEE: DATE PAID: J t ENVIRONMENTAL FEE: �� . DATE PAID: **************************************************************** ***** ******************* 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 retumed to the applicant. STATE OF NEW YORK, COUNTY OF WESTCHESTER ) as: Ma(_u, I'T% g a tf eN 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 &AAE C Udk t�l I 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 19T Sworn to before me this day of \"\P.` , 20 V� day of , 20 Notary P Ii Notary Public S' a of Property Owner 1 Signature of Applicant SHA RI MELILLO Print Name of Property Owner Notary Public,State of New YorkPrint Name of Applicant No.01 ME6160063 Cuallfied In Westchester County Commission Expires January 29,204 LAST REVISED 7.13 �E B VILLA F �\ OOK 938 King S Rye Bro Y. 10573 (914)939 F 19 39-5801 1962 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 The Village of Rye Brook Site Plan Code, Section 209, pertaining to preliminary and final plan preparation. The Village of Rye Brook Site Plan Code is available at The Village of Rye Brook Building Department or to download at: www.ryebrook.org SITE PLAN SUBMITTAL SHALL INCLUDE: 1. APPLICATIONS. Completed and signed including correspondences. 2. CHECKLIST. Completed and signed. 3. PLANS. Signed, Sealed & Dated. Fifteen paper (15) copies or twenty (20) copies when Board of Trustees approval is required and one (1) electronic version. One (1) record set with original signatures, dates and seals may be provided and submitted with fourteen (14) copies or nineteen (19) 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 Form. Short or Long Form(contact office)completed. 6. Electronic Copy. Complete copy of all plans and shall be submitted electronically at time of submission. 7. Prior to he appearance before ANY meeting or hearing of the Planning Board, the applicant must comply with all tification Requirements of Code Section 25040. I I (APPLICANT'S SIGNATURE) have read the No cation eq; ements of Code Section 25040 and will provide notification as required. IDENTIFICATION OF APPLICANT(S): Identification of Applicant: tIA LE V. 6A&4A p Applicant: (" Address: 25 j5g Q Y a u'T RD- Tel. D_Tel. #: I LL.`71y t- `IIQ 4$ Fax:q LX•710;-?lo 44F-Mail: MALE-V-'&X Mlda d! t'.-PW L.Cw0V1 Project Name:_- t5Atj A❑ lEa-,t Cb V- 4 e- r Project Address: 15 bc>t4kjj7[ Current Property Owner: MAI,E Y :AA,KA t> Address: p. Tel. #11 • 7 to 4,�_Fax:a14.1101•'hg►44E-Mail:_M4!'L jL 31 MAQb IDENTIFICATION OF PROPERTY: Identifying Title: Tax Designation: Section: 135.JA Z Block:__LLot: h- Zoning District: P.- Street which property abuts: o Plan Submission Date: GOvas Site Plan Checklist Page 1 of 7 Project Address Y N NA PLAN REQUIREMENTS eXO O 15-20 copies of plans prepared and signed by a registered Land Surveyor,Engineer or Architect. ,000 One(1)electronic copy of all submitted plans. 00 Topographic Survey stamped by New York State Land Surveyor with license number and seal. 00 Topographic survey scale of one(1)inch per twenty(20)feet or larger. 00 Section, block and lot numbers of the property taken from the latest tax records along with a copy of the most recent property card on file with the Town of Rye Tax Assessor's office. O O)K Name of the proposed subdivision plan. O O Name and address of the owner of record. XO O Name and address of the applicant. O O X Deed reference(s). XO 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. J[O O North arrow and scale. AO O Location map at the minimum scale of 1"equals 1,000 feet. P(0 O Area of all lots, in square feet. O O Engineering notes on plans as stated in application packages. O O 1( Copies of all existing and proposed deed restrictions or covenants applying to the property, including, but not limited to, covenants and agreements restricting the use and establishing future ownership and maintenance responsibilities for all private roads,recreation,and open space areas. O O g Any prior land use approvals with respect to the subject property. 00 Date the plans were first drafted. Any revision(s)made to any of the sheets first submitted are to be so noted in the revision block. The revision block is to be placed on the originals of the revised sheets. Additional paper copies are to be made& submitted for the Planning Board&Building Dept.to replace those sheets previously submitted. O O Other existing site improvements,including,but not limited to,fences, landscape or retaining walls,landscaping & screening. ,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. O O O Fees paid to The Village of Rye Brook Building Department. O O O Any revisions to plans shall be identified with a revision cloud and numbered revision triangle Y N NA ABUTTING PROPERTY INFORMATION O O The names and addresses of all abutting property owners within 250 ft as indicated in the Municipal records. O O Zoning and use of abutting properties noted on plans. k1 00 O Shape,size,height and location of existing buildings and driveways within one hundred(100)feet of the site. O O)9• Location and description of existing easements within one hundred(100)feet of the site. O O X Location of existing private or public trails within one hundred(100)feet of the site. ,[O O Location of existing roads,scenic roads and/or driveways within two hundred(200)feet of the site. Ic E 000 Location of proposed parkland. If none state nearest recreation facility kl 000 Location of existing septic system leach fields within two hundred(200)feet of the site. zKO O Locations,dimensions,grades and flow direction of existing sewers,culverts,waterlines as well as other underground utilities within and adjacent to the property. Site Plan Checklist Page 2 of 7 Project Address 5 ?Ne!,,>ML »J gj�:k, O O 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 PLAN INFORMATION 00 Sufficient, acceptable information to readily determine the location, bearing, and length of every street line, lot line, and property boundary line. O O Location of all building setback lines. JR(OO 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. 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. 1W 00 Location and proposed development of all buffer areas, including existing vegetative cover. O O Location and description of any zoning district and municipal boundaries including a zoning compliance chart for the existing and proposed lots. O O Shape, size,height and location of all existing and proposed buildings. 00 O Location and description of any existing and proposed easements. 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. 00 X Identification of the location and amount of building area proposed for retail sales or similar commercial activity. YO O Location of existing and proposed utilities(water,sewer,gas,electrical,telephone,oil tank etc.). ZW O O Design and location of all existing and proposed wells, septic tanks and leach field systems,or methods of waste water disposal. 00 O Location,type and size of all existing and proposed landscaping and screening including fences and walls. 00 OJ Location, size and proposed screening of outdoor storage areas,if any. A{O O Location, design and construction material of all existing or proposed site improvements, including drains, culverts, T retaining walls, landscape walls and fences. O O Y Exterior lighting plan and proposed signs to be located on site,including sign orientation,size,height,and elevation view. YO O Storm drainage plan and plans for snow removal and storage. O 94 Pedestrian and automobile circulation plan. O JAO Construction drawings for pavements,walks, steps,curbing,drainage&other structures associated with the proposed use. 00 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. 00 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. 00 Drawing and computation for storm water detention design for a 25-year storm in accordance with the Westchester County Best Management Practices 00 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 # Location of any common lands and/or public lands. Y00 Phasing or an estimated project construction schedule. 00 X Supporting documents, including deeds,maintenance,condominium agreements,etc. Site Plan Checklist Page 3 of 7 Project Address 's b bit 64 1:P-0— 00 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 O O Estimate of earthwork showing the quantity of any material to be imported to and/or removed from the site including a chart with the number/species and size of any trees to be removed. 00 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 K O Cross sections of steep slope areas. O A O Retaining walls or like constructions,with details of construction. O O Jam' 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. 00 Location of fire and other emergency zones, including the location of fire hydrants. P( O O 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. 000 Amount of any bonds required. O O)( Amount of excavated material to be removed from site,if any. Y N NA OTHER(as applicable) O y O Record of application for and approval status of all necessary permits from state and county officials and local utility companies. 00 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). O O/ ' Any other information felt necessary by the Planning Board to allow the Board to proceed with consideration&to make an informed decision. DEVELOPMENT REVIEW CHECKLIST WESTCHESTER COUNTY PLANNING BOARD Notice to Applicants/Developers: At some point during the development review process your project may be referred to the Westchester County Planning Board for review and comment in accordance with state and county laws that require local planning boards, zoning boards of appeals and governing bodies to refer certain development applications to the County Planning Board. Referral to the County Planning Board may not occur until your project has progressed well along through the design process. Since the Planning Board's comments may impact project design,this checklist is provided to encourage early consideration of these areas of concern by applicants to avoid project changes later. For information on the County Planning Board review process and to access an electronic copy of this checklist, go online to www.westchestergov.com/planningreferrals or contact Lukas Herbert at lah5@westchestergov.com. I. COUNTY PLANNING BOARD POLICIES: Written policies underlie all recommendations of the County Planning Board. Westchester 2025-Contez7 for County and Municipal Planning and Policies to Guide County Planning,adopted by the County Planning Board on 516108,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. H.IWACTS 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 Project Address jT _Kp ❑ 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/bidgperm.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: ,,vww.westchestergov.com/dpw/bidgperm.htm ❑ 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/images/Bus°/o20Service°/`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-Yecycling.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/dpwlbldgperm.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/drainbasins]Ixl7.htm1 ❑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& Item id=2204 Site Plan Checklist Page 5 of 7 Project Address, 5 hp"Lla 1.0 ❑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.html ❑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. El 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. El Buildings should be of pedestrian-scale when seen from the sidewalk. ❑Building facades should contribute to and enhance the character of the community. ❑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 Project Address _11Z �t ❑ 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/environmentaVReports/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) Q.,k�. p E�t "�,f•.—Q.�.• CJ�PpOLEY m a Si q�. 22149 RC1 Date F F NES Professional Seal Check List 7.12.13 Site Plan Checklist Page 7 of 7 Short Environmental Assessment Form Part I -Project Information Instructions for Comnletin� Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information Name of Action or Project: Samad Residence Project Location(describe,and attach a location map): 5 Bonwit Road,Rye Brook,N.Y. 10573 Brief Description of Proposed Action: Tear down existing structure and build new 2 story single family residence Name of Applicant or Sponsor: Telephone: 914-761-7648/914-906-0364 Malek Samad E-Mail: maleksamad@gmail.com Address: 23 Buckout Road City/PO: State: Zip Code: West Harrison N.Y. 10604 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 governmental Agency? NO YES If Yes, list agency(s)name and permit or approval: ❑ Rye Brook Architectural Review Board,Rye Brook Building Department 3.a.Total acreage of the site of the proposed action? 0.511 acres b.Total acreage to be physically disturbed? 0.4 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.511 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) [:]Industrial ❑Commercial 0Residential(suburban) El Forest ❑Agriculture El Aquatic ❑Other(specify): ❑Parkland Pagel of 3 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? ❑ ❑✓ ❑ b.Consistent with the adopted comprehensive plan? ❑ ❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES 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: ✓❑ ❑ 8. a. Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? 77 ❑ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ✓❑ ❑ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ ❑ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑ 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: ❑ ✓❑ 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? ❑✓ ❑ b. Is the proposed action located in an archeological sensitive area? ❑✓ ❑ 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? 0 ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 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 m Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats, listed NO YES by the State or Federal government as threatened or endangered? ✓❑ ❑ 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? m NO DYES ❑ ✓❑ b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO ZYES 10"Cultec"R-20H❑units with 19"side&end stone and onerep cast junction box(24"x24"x 36"H-I_D-)and oneren cast junction box(24"x 24"x 48"H-I.D.),with an additional 8"Cultec"R028OHD units with 12"side&end stone&one inspection port Page 2 of 3 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste 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 AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: Malek Samad Date: Signature: PRINT FORM Page 3 of 3 N 5IRCH LANE Y Y RED ROOF DRIVE O v SUBJECT BONWIT ROAD PROPERTY �c $ v m A x r r O A P br location ma 1 scale: n.t.s. ECE BUILDIN MENTR v VIU. E OF RY�. OK SUN T 2015 938 KING SET RYE BRta_1 NY 10573 (914)93$ $. 9 39-5801 VILLAGE OF RYE BROOK BUILDING DEPARTMENT ARCHITECTURAL REVIEW BOARD CHECK LIST FOR APPLICANTS This form must be completed and signed by the applicant of record and a copy shall be submitted to the Building Department prior to attending the ARB meeting. Applicants failing to submit a copy of this check list will be removed from the ARB agenda. Job Address: R�Ogk&t`i &1>. Phone# Zo b • 4 til •bibfjo r Parcel ID#: 7� _.�2-1114.1 Zone: Date of Submission: Proposed Improvement(Describe in detail): APPLICANT CHECK LIST: �rC.leL 2 STDR`f i pari1. f..SllaiCE. 4ti1 The following items must be submitted to the Building C."LIt O Pio#{ !4 EXAM Department with the application-no exceptions. 1. W}Completed Application 2. ( ) Eight(8)sets of sealed plans. (max.size =36"xaz") Property Owner:h,� L�i�L� > �C 3. ( ) Eight(8)copies of the property survey. 164661T 4. ( ) Eight(8)copies of the proposed site plan. Address: 23 >1 ue icsuT QD 6iAkzRtsa d,'V 5. ( )One electronic/disc copy of the complete Phone# 4 i 1p. I LP I■j 1.a_4& application materials. Applicant appearing before the Board: 6. ( ) Filing Fee. 7. ( )Any supporting documentation. ��J►o �� d'� 8. ( ) HOA approval letter. (if applicable) ( Address: Zn j>&y18y.R,r ;Lr> G'[ 9. Photographs. 10. 0. ) Samples of finishes/color chart. (a sample hoard or Phone# 51. $9 jj model may be presented the night of the meeting) c rte gineer: By signature below, the owner/applicant acknowledges that he/she has read the complete Building Permit Instructions&Procedures,and that their application is complete in all respects.The Board of Review reserves the right to refuse to hear any application not meeting the requirements contained herein. Sworn to before me this D 3 Sworn to before me this day of `Mo.•y , 20%:5 day of , 20 Signature Property r Signature of Applicant x ,P- z M Prinf Name of Property Owner Print Name of Applicant (�„;)IMM” �.9.�C.r►�1A Notary Public Notary Public SHARI MELILLO Notary Public,State of New York No.01 ME6160063 Oualifled In Westchester County �' mission Expires January 29.20 BUI L DI NG QEPARTM ENT VILLAckt — OK D �l`�' L� V 938 K I NG St�ItT RYE B"S, NY 10573 v L� (914) 9668 FAX (914 .39-5801 JUN 17 2015 .r roof 71L 11, VILLAGE OF RYE BROOK BUILDING D P, ` 9942 TM NT** FOR OFFI CE USE ONLY: Approval Date: Permit # :Application # Approval Signature. ; ARCHITECTURAL REVIEW BOARD: Disapproved :Date: BOT Approval Date: Case# :Chairman: PB Approval Date: Case# :Secretary: ZBA Approval Date: Case# Other: Application Fee: -Z � Permit Fees: M Exterior Building Permit Application Application dated: 15 IS is hereby madeto the Building Inspector of theVi I lageof Rye Brook,NY,for the issuanceof a Perrnit for the construction of buildings,structures,additions,alterations or for a change in use;as per detailed statement described below. 1. JobAddress: _ p�lttl_l_Z�LL7 »iY>� 15900Y., u.Y. I&K-1-b 2. Parcel I D#: I3.,+ •�.LLJ. 1 , „ Zone •• 3. Proposed Improvement (Describe in detail): 4. Property Owner: _1q& L,r — Address z3 1bue%'.bLL!j Zjt�.WLT jA^M t 1 LP es 4 Phone#4 LA•'7toi•%I Lo.4 9 Cell#_°�L$•q Dap• D? _•4. e-mail _MALEIL,%ArLAp&r;,lL+t1L. List All Other Properties Owned in Rye Brook: Applicant: -MA&.Eg. Address: _25 P'_4a&DT ILD. LkE.5'a AARiLt t4 U . to Lpb_�- Phone# I1!�•"7toI • 'CLQ4 Cell# q 14 •°1OLg bb" e-mailLFUL NMUcaC � Architect: •�� Address: .Jo3S7 Dj%bkbwRy 7j:). Phone# Cell# fib..Aj6•` A_V2 e-mail Qq wrty,Wngineer: Dfe.M01rE."40ItTELt'S 4i 1N1 Address Gosmol Phone# Cell# zo • Off- ''"7r, 7 _e-mail General Contractor: /�. Address: iswc g at �%b__-.UESZ Hr 91L%5p W V4.%. t oto_ Phone#°��d•��p1 • :jLyAtL CelI# 0114-10.1p 0 051♦0 A., e-mail (>> C �Ma�L•co11 5. Occupancy; (I-Fam.,2-Fam.,Commercial.,etc...)Pre-construction: t Fp.M Past-construction: I PAN 6. Area of lot: Squarefeet: 2.r_Z,_. 20,—L „_'S, _ Acres: t!3. I 7. Dimensions from proposed building or structureto lot lines: front yard: rear yard: right sideyard: 44P.0 left sideyard: 40.0 other: - 8. If building is located on a corner lot,which street does it front on: 9. Area of proposed building in squarefeet: Basement: �� 1S'fl:2.-%70.i5 2nd fl: t%V10 3`d fl: 10. Total Square Foctageof theproposed new construction: +04 'S 11. For additions,total square footage added: Basement: 1s'fl: 2nd fl: 3rd fl: 12. Total SquareFootageof theproposed renovation totheexisting structure: 13. N.Y.State Construction Classification: N.Y.State Use Classification: 14. Construction Type& Location: Typical Western Lumber Frame; ()Timber Frame[TC]; ()Wood Truss[TT]; ►Pre-engineered wood [PW]; Located;fFloor Framing[F]; Roof Framing[R]; () Floor & Roof Framing[FR]; Other: 15. Number of stories Overall Height: bu .b� Median Height: _2—AZ t� 16. Basement tobefull,or partial: FI1LL _ finished or unfinished: _E_LAI<tAlE D 17. What material istheexterior finish:C 18. Roof style; peaked, hip,mansard,shed,etc: gie Roofing material:_K16tEIL LA.s -AR%"'ALV. 19. What system of heating:_ �"�`'� �• .�,� _ _ 20. If private sewagedisposal isnecessary,a�proval by theWestchester County Health Department must besubmitted with this application. 21. Will theproposed project requir.etheinstallation of a new,or an extension/modification toan existing automaticfire suppression system?(FireSprinkler,ANSL System, FM-200 System,Type[ Hood,etc...)Yes X No: _ (if yes,applicant must submit a separate Automatic Fire,%ppression System Permit application&2 setsof detailed engineered plans) 22. Will theproposed project disturb 400 sq.ft.or moreof land,or create400 sq.ft.or moreof impervious coverage requiring a Stormwater Management Control Permit asper §217 of VillageCode? Yes: XNo: _Area: C?� 23. Will theproposed project requirea Ste Plan Review by theVillage Planning Board asper §209 of VillageCode? Yes: s No: (if yes,applicant must submit a Site Plan Application,& provide detailed drawings) 24. Will theproposed project requirea Steep Slopes Permit asper§213 of VillageCodeYes: No: (if yes,you must submit a Ste Plan Application,& provide a detailed topographical survey) 25. Isthelot located within 100 ft.of a Wetland asper §245 of VillageCode? Yes JW No: (if yes,the area of wetland and thewetland buffer zone must be properly depicted on the survey& site plan) 26. Isthelot or any portion thereof located in a Flood Planeasper the FIRM Map dated 9/28/07? Yes: No: } (if yes,the area and elevations of theflood plane must be properly depicted on the survey&site plan) 27. Will theproposed project require a Tree Removal Permit asper §235of Village Code?Yes:X,No: (if yes,applicant must submit a Tree Removal Permit Application) 28. Doestheproposed project involvea Home-Occupation asper §250-38 of VillageCode? Yes No: I ndicate: TI ER 1: TIER 11: TI ER I 11: (if yes,a Home Occupation Permit Application is required) 29. What isthetotal estimated cost of construction: $ 'ouw. Note: estimated cost shall indude all site improvements,labor,material,scaffolding,fixed equip professional fees,induding any material and labor which may be donated gratis If the final cost exceeds the esti mated cost,an additional fee will be required prior to issuance of the C/O. 30. Estimated dateof completion: (2) BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 FAX(914)939-5801 RESIDENTIAL LOT AREA COVERAGE Address: 5 6ouitt•T P-D . Section: UN5 .47 Block: Lot: z ` 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-25 25,000 14% 3.5% 4% R-20 20,000 14% 3.5% 4% R-15 15,000 16% 3.5% 4% R-1 5A 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 2121C Sq. Ft. 2.15 Sq. Ft. 2. AREA OF HOUSE a. Coverage of Main Building (Including Attached Garage or Accessory Building) + 307.11 .A•Sq. Ft. _23 5C), .Sq. Ft. b. Area of 151 Floor Divided By Area of Lot x 100 MAP % • 3. AREA OF ACCESSORY BUILDING (Includes Detached Garages,Tool Shed, Playhouses) b Sq. Ft. b Sq. Ft. a. Coverage of Accessory Building Area of Accessory Building Divided By Area of Lot x 100 % 41> % 4. AREA OF DECK b Sq. Ft. 560. 5 Sq. Ft. a. Coverage of Deck Area of Deck Divided By Area of Lot x 100 % 2• Lp % I attest to the best of my knowledge and belief, the.above infdhnation is correct. ;Aecignature (3) 2/10/2015 BUI L DI NG DEPARTM ENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914) 939-0668 Fax (914) 939-5801 IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address Section: Block: I Lot: Zone: • 1 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-25 20 Lot Area(%) R-20 30 0 to 4,000 0 55 R-15 35 4,001 to 6,000 2,200 35 6,001 to 12,000 2,900 27 R-15A 35 12,001 to 16,000 4,520 26 R-12 40 16,001 to 20,000 5,560 25 R-10 45 20,001 to 30,000 6,560 24 30,001 to 40,000 8,960 23 R-7 40 40,001 & larger 11,260 22 R-5 30 R2-F 30 *"Base Lot Area" is the minimum end of the lot size range in the"Lot Area" column Area of lot: 22 21 CK sq.ft. Existing Allowed r4,1 Proposed 'I l,o�, 3 Total impervious coverage = 5 2.3 3 S .ft. Sq. ft. S .ft. Front impervious coverage = •°1 % ¢O % �7 .� % I attest to the best of my knowledge and belief,the above information is correct. rc itect' (4) 2/10!2015 BUI L DI NG DEPARTM ENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 FAx(914)939-5801 BULK REGULATIONS IN RESIDENTIAL DISTRICTS Address: 5 Nam W tT KM. Section: INS .A. Z Block: Lot: �•l MAXIMUM GROSS FLOOR AREA USE FORMULA: Maximum Gross Floor Area =4,000 + [ (Lot Area-21,780) x 0.11478421 ]: 4.000 4. (22276- 2,t'164y o.1t4`1 &4Z1] a. Allowed = �C!"�6.26 Sq. Feet b. Existing t = 4a Lot Sq. Feet 4r009> + SLP-$ a 44& 4.0510.8 Sf -- c. Proposed = 40 4. 1 Sq. Feet HEIGHT/SETBACK RATIOS FOR RESIDENTIAL DISTRICTS DEFINITION: A standard designed to regulate the height of a building in relation to the average grade of the corresponding portion of the lot line from which it is set back. The ratio modifies the maximum permitted Height of Building by forming an inclined plane beginning at the average grade along the portion of the lot line from which the setback is measured and rising toward the building at the specified ratio above which no part of any building, other than minor architectural features such as chimneys, skylights and dormer windows not covering more than 10% of the entire roof area,shall be permitted to extend. Height and Setback shall be calculated using the formula; Height/Setback =X, where X is the required side or front yard ratio for the zoning district in which a property is located as specified in Article VIII of Chapter 250. A complete elevation view for the proposed improvement must be included on the drawings. FILL IN YOUR RATIOS: <>OAIF P&OPOSSO &IiM C/hFD FRONT: FRONT: FRONT: .48 WS SIDE: SIDE: SIDE: 1.30 FRONT: FRONT: FRONT: .60 )WO SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .60 /?_16 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 R�1Sq SIDE: SIDE: SIDE: 2.40 FRONT: FRONT:p.W1 S FRONT: .69 / 12 SIDE: � ► SIDE: al SIDE: 1.60 FRONT: FRONT: FRONT: .80 l�-10 SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: } FRONT: .96 SIDE: SIDE: SIDE: 3.00 FRONT: FRONT: FRONT: 1.20 RS SIDE: SIDE: SIDE: 4.00 FRONT: FRONT: FRONT: 1.20 iQ-2F SIDE: SIDE: SIDE: 4.00 1 att to the best of my knowledge and belief, the above information is correct. (5) 2/1 Q/2015 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. ST TE OF NEWx OUNTY OF WESTCHESTER ) as: A�Z 1 t , being duly sworn, deposes and states that he/she is the applicant above named, ( rint 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 Sworn to before me this day of , 20 IV day of , 20 S' at ofner Signature of Applicant r &4vAIASvg%a Print Name of Property Owner Print Name of Applicant pvl Notary Public Notary Public CHRISTOPHER J.BRADBURY Notary Public,State of New York No.01 B R6159985 Ouallfied in Westchester County Commission Expires January 291 20A (6) L11 n`•, n a. L12 In 1 i `�p0 1 � � • \•. ♦ r++oeasoMMiiao E.!i a � f♦♦ ` �, � • t ♦ ,ODDS ♦ ♦ ♦ f+! t � ♦ ♦ • ♦ • '\ IL le fit» t �- • >� ♦ ♦ '•• ,,� :♦ �1 ; as :.. I ♦, rr•t> •.• ~•• • f .� ILI 16 a,� Eye�.r � J• • .• . . • t► t 3 r ' M TM -ERMY � ��I � a 1 • � Irk � a ■ ■ •• f, f.'• t•'a. a4 f a •II • ..tet � f � w._ • • ,� •, v • .MR, / 1,, ' ■ J • • ♦' ; • • i t ■ •W r •♦ •FN^r.,••� >M I 1k _ � REIGE eIw • f N11 n a n'.i• 1412 Natural Resource Inventory Map# M12 TILE INDEX Village of Rye Brook ■„ , ® t mch edu■I.BW feet Legend E„ ,a TOGO --htvn kip1 8oundlna NYSDEE We4.d, k TOGO CDT,.N.d, .w.creak.t1in124a— -5tn-am, +Building, lm thin 12 d14MIl Ml] ,'-ta4n Goals o.P--m 51.pe Fbodpum 15:-255 co •� ADV mge D-&, a625.5•nd Over aK 500 Nl0 Nll Flyd,.5o.6 NlNoml Wek�rxls nventory Page No.4 ZONING TABLE: Zone: R-12, Single Family Residence Dimension Standards Zoning Requirement Existing Proposed Lot Area(SF, min.) 12,500 SF 22,275 SF No Change Horizontal circle diameter 100.0' 100.0' No Change Frontage (feet, min.) 65.0' 165.0' No Change Usable Open Space (SF, min.) 1,200 SF/dwelling unit 17,042 16,531 SF Off Street Parking 2/Dwelling Unit 2 2 Floor Area of Dwelling (SF, min.) 1,200 SF 2,979 SF 2,370.5 SF Gross Floor Area(SF, max.) 4,056.8 SF 4,865 SF 4,041 SF Residential Lot Area 17% 13.6% 12.3% Coverage (max.) Accessory Bldg. Coverage (max.) 4% N/A N/A Deck Coverage (max.) 4% N/A 2.6% Total Impervious Area Coverage 6,560 SF 5,233 SF 5,744 SF (SF, max.) Front Yard Impervious Area 40% 2.9% 17.3% Coverage (max.) Building Setbacks Front Yard 35.0' N/A 39.5' Side Yard 15.0'/25.0' N/A 40.0'/80.0' 40.0'total Rear Yard 35.0' 35.69' 40.5' Building Height (stories/feet) 2/30.0' 49.47'/103.13' 2/29.57' Height/Setback Ratio : Front 0.69 N/A 0.678 Side 1.60 N/A 0.89 Proposed Residential Lot Area Coverage House = 2,270.5 SF Front Porch + 380.0 SF Total = 2,750.0 SF 2,750.5 SF/22,275 SF = 0.123 — 12.3% Proposed Gross Floor Area First Floor =2,370.5 SF Second Floor + 1,670.5 SF Total =4,041 SF Maximum Allowable Gross Floor Area=4,000 SF+ [(Lot Area- 21,780) x 0.11478421] =4,000 SF + [(22,275 - 21,780) x 0.11478421] =4,000 SF + 56.8 =4,056.8 SF Proposed Deck Coverage Deck = 580.5 SF 580.5 SF/22,275 SF = 0.026= 2.6% Proposed Impervious Coverage House = 2,370.5 SF Front Porch = 380 SF Terrace =118.5 SF Deck = 580.5 SF Front Walk = 352 SF Driveway = 1,925.5 SF Areaway + 17 SF Total = 5,744 SF 5,744 SF/22,275 SF= 0.257 —25.7% Proposed Front Yard Impervious Coverage Front Porch =328 SF Front Walk = 310 SF Driveway + 722 SF Total = 1,360 SF Front Yard =7,837.5 SF 1,360 SF/7,837.5 SF= 0.173 = 17.3% June 16, 2015 Michael Izzo Building Inspector Michal Nowak Superintendent of Public Works Village of Rye Brook 938 King Street Rye brook, N.Y. 10573 Based on the scope of work proposed for 5 Bonwit Road in Rye Brook N.Y., in regards to the Site Plan Application, we request a waiver("W" as noted on the application) for the following items which are not applicable to this particular project. Site Plan Submittal Review Checklist Page 2 of 7 Height of existing buildings within one hundred feet of the site Location of proposed parkland Location of existing septic system leach fields within 200 feet of the site Page 3 of 7 Location and description of any existing and proposed easements Development Review Checklist Page 4-7 of 7 This application is for a single family residence and not a development, therefore none of the requirements are applicable Respectfully submitted, Brad DeMotte, R.A. r « 1 1 ,. .. ���1 • � �y Icy` 1 -�, � ,_,.�.- � f 1t �� i���: `�' � •�r � `����a��s�A JAR (�' � � �� X11 � i � � %,:q�•a:;^�t� �X�1�' ri IN � 11r mom All left side neighbor 'moo_, - �F • .s.-�1.. � - right • neighbor rightfar side neighbor left '� fes, --�• _ • neighbor across :.tis• i-•� _ y •�._ _ ,� -,fit - �� right side neighbor across D E M O T T E • A R C H I T E C T S July 17, 2015 Mr. Gary Zuckerman, Chairman, and members of the Planning Board of the Village of Rye Brook r Rye Brook Village Hall 938 King St. '`�` ....... . Rye Brook, N.Y. 10573 LLI Lw4 2 i �v R Re: Proposed Residence PUBLIC ��, ��S 5 Bonwit Road Rye Brook,NY 10573 Dear Chairman &Members of the Planning Board, In response to the memo from the Planning Board's consultant(Marilyn Timpone-Mohamed) dated July 2nd, 2015 and from our first meeting with the Planning Board on July 9, 2015, we offer the following comments: Retaining wall within Village right-of-way: The site plans have been revised to eliminate the portion of the existing stone wall by the driveway that encroaches into the right-of-way, and the area to the right of the stone wall has been re-graded accordingly. Tree removal near proposed storm water system: The existing tree#13 (along the west property line) has been removed due to it's proximity to the proposed storm water system. Re-grading along western property line: A earthen berm has been designed to create a swale along the western property line to eliminate storm water runoff onto the adjacent property. Note that the footing drain treatment system has been redesigned accordingly based on the re-grading in this area. Tree protection fencing: A note has been added to the tree protection detail on sheet#3 (drawing set by Vincent Massaro, P.E.), noting that the fencing shall be installed at the drip line of the tree. Tree removal & replacement: In Ms. Timpone-Mohamed's memo dated July 2, 2015, I believe she mistakenly noted that(14) 2"-2.5" caliper diameter trees would need to be replaced. As noted on the "trees to be removed list" on the Planting Plan (sheet LA-1, drawing set by DeMotte Architects): • 14 trees are noted as being removed. • 2 of those trees (#12 &#19) do not require replacement since they are less than 12" caliper diameter • 1 tree (#5) requires 2 replacement trees due to it's size. 635 Danbury Road,Suite 1A,Ridgefield,CT 06877 Phone:203-431-8890•Fax:203-431-8891 www.demottearchitects.com 1 • Therefore, only 13 replacement trees were required (as noted on the plan) • Based on the attached plans, an additional tree (413) is being removed, requiring an additional tree to be planted...bringing the new total to 14. • We are proposing to plant 10 new trees, with a restoration fee to be paid for the remaining 4 trees. We look forward to discussing this project with you at the upcoming Planning Board meeting. While we realize that the next regularly scheduled meeting on August 13th has been cancelled, we would appreciate it if it was at all possible to hold a special hearing any time prior to that date. Should you have any questions or concerns prior to the meeting,please feel free to call our office. Regards, �DeM�otte, R.A. cc: Malek Samad Vinny Massaro, P.E. Vincent A. Massaro, P.E. 21 Hillbright Terr. Yonkers, NY 10703 Cell: (914) 419-8045 Fax: (914) 831-9591 Email: Vmass73882(cr�,aol.com PROJECT REPORT (6/10/15) PROJECT LOCATION: 5 BONWIT ROAD RYE BROOK, NEW YORK 10573 WESTCHESTER COUNTY Section: 135.42 Block: 1 Lot: 41 CLIENT: Malek Samad 23 Buckout Road West Harrison, New York 10604 OVERVIEW: The existing property located at 5 Bonwit Road, consists of a total area of 22,275 square feet. The building foot print of the proposed home is 3,438.39 square feet including the rear deck, area way, front covered porch, and all landings and steps. The proposed residence will be serviced by public water supply and sanitary sewer. The residence and associated improvements within the property's limits have been designed to provide a zero net increase in the amount of storm water discharging from the property for a 25-year, 24-hour storm event. STEEP SLOPES: The property was evaluated using the steep slopes criteria listed in the current Village of Rye Brook zoning code and the analysis revealed the following: Total Lot Area=22,275 ft' Total Proposed Site Disturbance= 21,313.80 ft2 Description: Existin Areas ft2Proposed Disturbance ft2 Non-steep slopes < 15% 17,883.18 16,921.98 Moderate steep slopes 3,991.79 3,991.79 (15%- 25%) Very steep slopes 285.00 285.00 (25%- 35%) Extreme steep slopes (> 35%) 115.03 115.03 Totals: 22,275.00 21,313.80 1 SANITARY SERVICE CONNECTION: The residence will be connected to the existing sanitary service lateral that serviced the existing residence. The existing portion of the service lateral from the proposed point of connection to the public sanitary main in Bonwit Road will be inspected by means of CCTV to verify the condition prior to final connection. WATER SERVICE CONNECTION: The residence will be connected to the existing water service curb valve previously installed adjacent to the south property line. The service from the house will be connected to the existing curb valve. The Plumbing Contractor shall verify, at the time of construction, that the lateral from the curb box to the public water main in Bonwit Road is in good working condition. STORM WATER MANAGEMENT: Pre-Development Conditions: The site consists of several structures and features that are to be demolished and removed prior to construction of the proposed residence and associated improvements. The following is a list of existing structures and features and their respective areas of impervious surface: - House, front porch, garage,landings, and steps—3,217.95 Sq. Ft. - Front walkway—266.79 Sq. Ft. - Asphalt and concrete driveway— 1,688.77 Sq.Ft The above sum of existing impervious surfaces located entirely within the property limits is 5,173.51 square feet. To model the existing conditions of the site, as per Village of Rye Brook Code, the entire lot (22,275 Sq. Ft.) was evaluated using a runoff curve number of 61 and a time of concentration of 9.0 minutes, taking no credit for the existing impervious surfaces. A hydrological analysis of the property in this state revealed that the net runoff from the site is 1.03 ft3/sec during a 25-year,24-hour storm event. Post Development Conditions: The following is a list of the proposed improvements to be constructed on the property and their respective impervious surface areas (the runoff from these areas will be treated): - House, garage, front covered porch, steps and landing of basement access and areaway—2,833.44 square feet - Asphalt driveway— 1,808.95 square feet - Front walkway—376.00 square feet The sum of these proposed impervious surfaces is 5,018.39 square feet. To control the runoff from the proposed residence, including the garage, front covered porch, steps and landing at the basement entrance, and areaway, the water will be directed to ten (10)underground CULTEC R-280HD units that will be located in the west side yard. To control the runoff from the proposed asphalt driveway,the water will be directed to an additional eight (8) CULTEC R-280HD units that will be located in the front yard. These two systems have been designed to detain the runoff, from a 25-year,24-hour storm event, from the respective areas and infiltrate the water back into the soils. The remaining areas (grass areas,rear deck, and portion of the front walk—Total Area of 14,891.27 Sq. Ft.) of the lot will be permitted to discharge untreated runoff as per pre-construction conditions. This remaining area was evaluated using a runoff curve number of 63 and a time of concentration of 8.8 minutes. A hydrological analysis of the property in its proposed state revealed a peak net runoff from the site of 0.73 ft3/sec during a 25-year, 24-hour storm event; a decrease of 0.30 ft'/sec from the pre-development condition. 2 PROPOSED ON-SITE TREE REMOVALS: Survey Designation# Tvne Diameter as Measured 4' Above Existing Grade 1 White Pine 24" 2 Blue Spruce 11" 3 Cam erdown Elm 15" 4 Norway Maple 21" 5 Norway Maple 25" 6 Norway Maple 18" 9 Norway Maple 11" 10 Norway Maple 18" 11 Norway Maple 16" 12 Pine 10" 16 White Cedar 22" 17 Ailanthus 12" 18 Norway Maple 19" 19 Wild Cherry 8" PROPOSED FOOTING DRAIN PUMP SYSTEM: Due to the proposed residence having a finished basement slab set at elevation 218.00, conventional gravity discharge footing drains are not feasible as this proposed elevation is below finished grade. To resolve this, the discharge from the footing drains will be directed to a pump chamber containing a duplex system of 1/3 horsepower sump pumps. The water will be pumped up to a precast concrete junction box and directed to a system of two (2) underground CULTEC R-280HD units. The system has been designed to percolate the water back into the soils away from the structure. An emergency overflow has been incorporated into the design of this system by means of a level spreader. 3 • Vincent A.Ma7110703 SITE LOCATION 2l kers,ighYoukcrs,NPhouc(914) ecec .135.42 135.42 ec.1 M 43 s block 1 s tlock 1 s block 1 - tax IM 5.13 Z.,5.12 tax lot 5.11 r4 Er,lenrey lablon n/f neil stern bh 8ary low Vincent A,Macs o,P.E. 63 LOCATION MAP (N.T.S.) A.T.._�.e_L,_1R.DH,-,31 58209fl0E ao\ e�n fifi MNkw.e w.. I SURVEY OBT_9INED FROM: 1.,•.,NR I RICHARD J.DOD4AT0 id,�'- IT R / sec.135.42 � � � ` uT ec,135.43 S 1 V U �G block 1 v� Mao, / lot area:6.6887 ae � �v��=v a block 1 I use.wFrno�c Ivs rouseuc n r 1xlot40 /' / 22,275 f4 ,,q� tax1.1 Mr VF It Nfh,111 RIA1, n/f mlcbael a.kelI EDI d S 1 111,) `a e nm ann m.Campbell `V PHONE.91-17-0565 ec1,5.42•dock 1a T 1ot 41 D.1TFD_AVRIL 29,2615 / I Q ENGINEER NOT �I ° I � O� ENGAGED FOR okE TkE No, �� CONSTRUCTION i % I Q SUPERVISION o �xF AND/OR 1 ,R ®. INSPECTION. a°Im ,. 0 E�D T�9 .,��. ,,rte ` d, — O i15 N626 ow `. — — 21ll3 1 — OPAN-S CR AO NE �\ d • s s s s s s No. ReJeion/Issue Date NGNEER SUPERInS FCRI"A auD EU"SNG NEEz ` on.n m. BOWIT ROAD li EXISTING COND1T10NS EDR=AME Al REw�RED. AND HE III EHE�A�PA.EDH A��NSAEDT�TNs DND FEES ( PLAN T'E TRADM11AND aDDDDNrAADTEeR EE THE w'Rk III ND��D�NADFN IF ALL P_HT�DNs. THE�,ENERAL "TS ANO CN TLE ,D�.RR_ T—D�EDREEANUED T9 THE ARll T /EE;lNEER"-IRE 3"`" PR)POSED RESIDENCE —MEN45 BON W IT ROAD 'T THE 111 11 HE sraLL eE aESvrnse�EOH THE HEMovAF of uF IEeaa oN n FT RYI;BROOK,NY 10573 DAILY encsTHE�NTRA MHA BE SLC.:131.42 ULOCIS:I LOT:41 MA_AS nND E'UivMENT To eE�NSTnuED E aHDrEcnan Ano wAaEHouTiND or ILL LONL:R-12 THE 06NT—T HALL PRIR T—,AND 8R I —E ALL DUIe NG ecrvsTRUcncN. TwcTn..DHERE To ALL APPUCAD�E 1.x1.A.REeUFATioNs MR.MALEIC SAMAU NMT 423 LUCKOU'I'ROAD S Tc WEST HARRISON.NY 10604 -ELLEO—11DIDILLY IAL—I'll AN LLE--1�D NIT EEECRED a.THE MANUEADNRER I A DNE,EAR TEM.D, ��E�R�E FONDER. 6/9/15 D AND FA.DUT TE 1-1110 REI IIN11 D.D 9 E AR�NEDTE i =20' 1:0 F 9 DESDNADDN 9E TREED D.ETHEA3. VA M Vincent A.Massaro,P.E. 21 Hillbright Terr. Yonkers,1NY 10703 Phone:(914)419-8045 ¢.135ec5M .42 .132 ¢.135.43 Vincent A.Mas o,P.E. s block 1 s block 1 s block 1 V.l....P.E.Lac.Nv 1049.34 tax lot 5.13 tax lot 5,12 tax lot 5.11 n/fdr.IeHrey lablon nlf nell stern n/f garylow se ME/sei2c TM)_ 11 - - INLI DESCRIPTION OF SOIL.E\COCNTEHED IN TEST HOLES PERFORIED ON 6/2/15 i • � ac ar E c.F ) >'M IM.riil iHFblfikt lY_ 0 I.SO _. ,_ c — — °�"•, ^,• e on.co m1 o-FILLNo e—SlTs .a _ ,. 1165a s 3 Y' ( [s:� 5 V.. .TS miM1ou•M1a m�su,c ( '.R ) 1 p1�"exp 2110D"I'0 PNIH(( ( (1 SIL_S>N>(_.L4}_G / r I—ry 6"-14" GH'I CO —SANDSW SOME SIL'.'S Vi r r 5.135.42 ssv©w 3 \�� —.135.43 (\-O<ROtllll✓T11--NTFRCD) voFK[rA Ic,ATIa aw.tH- blockl .y Iotarea:0.0att]acres — i='fru,,. blockIENGINEER NOT tax / / (222]5 s9�fl.) / / 29— n/I annan!ca"""—W 1TSP. 36 4 IOV.11) C)_11.Y SANDS w/CO S. I ANN CLAYS nR micM1ae- k a. Nlman s y sec.135.42 Dlock 1 ✓ � tax lot 01 . I ICAD NDWATCM ENC OINTERED di 55FEORI EXISL GE.ID ELEC) ENGAGED FOR 0t PGR D1 T1�,TrS,PER.DRMED 6a 5 CONSTRUCTION cwckn_nE ERcoDwltoN o O1 SUPERVISION 2 STCRI FRnnnE IC 1 �.© I 1 II 2 STOftv FRnrnE u0. HOL£p RENO START STOP 1 IEl :HES S [.ell) ( _VIINJ AND/OR "" - INSPECTION. Q ,o o v '�br ueoi• QzsO o.. — 1'-2 2 1:203 1:30 30 29 30 1 30.00 I /I o cn.s�arQ®is o.o�Q® uPru / 1 1 P-2 3 1 ii 2:2] 30 30 31 1 39.00 rl 3 O D emits ' � /\ r f c 218.98 No. R I SOIL TESTING PLAN r BAWIT ROAD RR)POSED RESIDF.NCF #5 BUN W IT ROAD RY F.BROOK,Nl10572 SEC.:135.42 BLOCK:I LOT:41 zo LONL:R-12 34 i zz w� u NIR.AIALEK SAMAD #23 BUCKOLIT ROAD WLST HARRISON.NY 10604 6/9/15 i�"=20' 2 OF 9 VAM Vincent A.MaJE. 2l Hi1lGrighYookcrs,NPhone(914) DIANNET10N NOTED- CGNHOO TOR SIIALL(NVA PLY WITH ALL APPLE AELL EUILDLNG CODE AND O-S.H_ ISJOHLALIONS WHILE DLMOLISHMG ENI;OR 1HEA—C, ANY L_NICTINC STRIR-TI:RES G11 1 - CNTRACTOR SHALL V ERIPY TILAT ALL,TILITEL AFANY.SE-1,LNG STING STRI:CTURIN ARI:PROPIIRI.V AIiANDONLD PRIOR TO TION_ CGNTR ACTOR TO OBTAIN AIJ_REQUIRM I.00AI�STATR�4ND/OR IRDRAAI RA CU MMIINCINC DIJNOIJTIOV. AS IDISf IRI111D DURING IN N101.I'11()N SIIAI I.Ii I.'IORS011.11D AND ec.195.42 ec,136.42 ec.195.49 FIT lAlI Lh II. "ORR IO 1RARII.YS I.I/L IIIE Vincent A,Mac. o,P.F. s blockl sblock1 sblocki (IL.F tex lot 5.13 tan lot 412 tan W5.11 ALL III—SO C( `G RIC'ION INCLUDINO CLFARINGnnD ITPUBBIDO, -If dr.Jeffrey Jablon RI nail stern n/f Dary low PRELATINAR}NTTF.PREPARATION,UTILITY INSTALLATION Pe LTMINARV' GE-IOD ING,RIND FINAL GRADING REQUIRE TREEPROTECTIGN MFASLRES TO HE M PLACE. _ w E T T \ FE A -NO CONSTRUCTION OF ANY KIND SHALL OCCUR WITHIN THE LIMITS OF THE V PBRTLCILD AREAS INGLL DllG DL:T NCA TIEKHED T(GRDING La TION, / p 1 �� P—D 11 Ir OF VICE C C11 IGNITILITICIN FIT o S82'OB Oo m \\ �,.`a,�"-- 4 ......+� I1fi54e o ( .NS L 0 o� q\la A 2V CS C4 .. F (1 -1 ®gyp 1 o T CAI C NOr'RO C eOID 0 :SGONSEALLNJCA-L \ R EXISTING STONE RETAINING WALLS& THAT ALL ENTRITCTECH 11 TI IPI.S IR PROHIBITED IVITFTIN THE .© A GRAVEL PAVEMENT TOBEREMCVED PROTECT D R 15. 1 1 1 THE CONTR\TORSH.ALL MONITOR THE EFFECTINERSSOF THE PROTECTION 1 1: L EE ST NG wcaD v IXNCE TO REMnN �.o.. 1 1 / \ '�JT ry voax..rATe.—I RTl1 r�etl.11 , sec.136.43 THRO -HO i ILL ON TR TION 1 TI TTII see135.42 lot area:0.6887 acres blacks :P N L F L MPLLTI - FALL V TR 'TION 1 Tl ITIL A ENGINEER NOT blockl 1 122275 s9,K) ® ,/ yy�/� tax tort T - V L tan lot 40 s T T sec.13442 Go,k1 ��•+> ( °"°'""`^' BIT ann n.can,bell C '.0 C N C OVV NC mlahaal a.kellman % tan lot 4, RE ENGAGED FOR SSE, A REES AGELOK KILLER CON91'K CII.NAC's"IIFS Ex SP LT I CONC.DRIVEWAY TC LLtl EI C ED ADARHDI. BE REMOVEDi NG ASRA 6 o AACAS C OBI CONSTRUCTION El IT NO REMOVED E j o SUPERVISION L—ITC �.,e© � f 11 ,— I L STORY ERAME NO BY EBRME NG AND/ORINSPECTION. ELL MOVED TG DEIVA & o BLDESTCNE El STING BE0 NOTED v N8 0'W A 1 P � No. ReJision/Issue Date 218.98 w VRA 5 =ucvmc L 1 1 / \ — — �mNn mi. � 1 DEMOLITION& w�• REMOVALS PLAN 11 11 IA T1 ` B 0�WIT ROAD / I � PROPOSED RESIDENCE 95 BON WIT ROAD RYLL BROOK,NY 10573 Li1 _ SLC.:135.42 BLOCK:I TO 41 o o I - P aee e__ `�"'� ZONE, R-12 FELL u TREE PROTECTION DETAIL— TVP MR.MALLK SAMAR (N T.S.) 433 BUD KOUT'ROAD WUS'IHARRISON,NY 10604 L91-'/ 5 o' :30:F 9 Vincent A.M.m—,P.E. 21 Hillhrighf Telr. Yonkers,NY 10703 Ph—:(914)419-8045 ec.135.d] ec13542 s ec.135.43 block 1 v Hock 1 s block 1 tac lo[5.13 yn lot 5.12 tax lot 5.11 S1TF r Mr Nf dr.jefirey jablon n/t Hell stem Nf gary law Vinry Ynt A.M rvs cA49,P.E. w Q/ 1165.QQ' - g4bYock 1 s block 1 +uur�Qrvc�'TQ TN s uaarinrvryiGt„ lot 40 lot area:75 1.]acre l �io�ar ory ozs--DN 7— ntf mlchael a.kellman a 3 135.Saq.h.l Q I nlf ann mlodinpbep rvew vont[111.eu('cnnorv�law.xrsx. ec,135.42,hlock1 y.lot 91 ENGINEER NOT "rv` � ENGAGED FOR I Q �' � � 0 CONSTRUCTION z�,Q6r FRAME NQ.5 PERVISION ° SU I L22 .fQArvE�Q ® AND/OR O p INSPECTION. � o O i NQ ��s . e �IQ�/hea " w woe , 2111 STEEP STEEP SLOPES BON/T ROAD ANALYSTS PLAN sire STEEP SLOPES ANALYSIS: Z PROPOSED RESIDENCE 115 BONWIT ROAD z�J TOTAL LOT ARLA=22275 SQ.FT. TOTAL PROPOSED SITE DISTURBANCE=21,373.80 SQ.FF. RYB BROOK,NY 10573 DF.S('RIPTION RXISTINGARFAS PROPOSED DISTI:RBANCS SR C:135.42 BLOCK:1 LOT:41 w U ZONE:R-I2 NON-STREP SLOPES(<15'%) 17,883.78 SQ.FT. 76,92198 SQ.FT, MOD.STEEP SLOPES(15-25'/) 3 491.79 SQ.FT 3,991.79 SQ.FT'. V L.R)'ST'LLP SLOPES(25-31,,) 28'.00 SQ.FT. 285.00 SQ.FT. EXTREMF.STREP SLOPES(-35Y,) I T!03 SQ.I'1'. 115.03 SQ.1,1. MR.MALEK SAMAD 1123 BUCKOI:T ROAD WLST HARRISON.NY 1116114 6/9/15 "=20' 40179 VAM LARGE RIB Ton.Nr noau>. '1PL END DETAIL (sEEPAREw�PLANs) a s�� n 1-1 111 ILD—ANATC '' MODEL 280 SHD STARTER Vincettf A.nlas9a[o�P.E. l ® STARTER UNITS AP,E USED 21 HiHhright'1'crr. 1 7 TOBEGINALI NE. SCALC1 =30 . � c c Lmwms Yonkers,NY10703 Phone:(914)419-804.5 PEOPoD ore LAI A EPs� .���".m�� �, ____ � �. sE r R Tamwc WALL LANDING(SEE arec_ Ns) � T ) �— '` ,� �— � �`t�® � II � ITI ncREF MODEL 2801HD INTERMEDIATE T s ou,rv,A, 7T oE'I' UNITS ARE USED AS MIDDLE EXISTUNG a P REENCE TO REMAIN— MO ��, SECTIONS TO EXTEND THE aox LENGTH OFA LAVE. PRCPcSEE ASPHALT DRIVEWAY(SEE ARCH. Tre — PLANS) n x,uL,Aru rue zAL HI IYARIED MODEL 280 EHD END UNITS Vinc-ent A. / TIE LE11THor eR. orRE PART nLorv., ARE USED TO END THE LENGTH �.T �_rv.-onavaa Ib i , .OF LINE oaosco zfsTo RESIDENCE _ .L re T oN zza.o cnreA� zeza CRY cRAMC. e No. T = r T A F T PRG GSGEED GRCH All ' T &STAIRS(SEE ARCH- PLANS) U Gln 2 r.24 IA '1`4`1 R41 lul / l L \ n R.OP D AS Pose'o i LI k ® dR DRY LAID ,.T�re""OR „.a P.v.T.Leus �uc+no u`. E IE AR'A v ONE RETAINING WALL ENGINEER NOT (SEE ARCH) ( I I3' (SEE ARCH.PLANS) -rn r �� CULTEC INSPECTION PORT r LANs T --- i n I _ CULTEC RECHARGER 28OHD DETAIL(TYP.)-N.T.S. ENGAGED FOR ' ——— CONSTRUCTION DETAILS(TYP.)-N.T.s. SUPERVISION LI L 77 5 r "��.��,,�. BONVIIT \ �� ROAD AND/OR INSPECTION. n RVR^PROPOSED BLUESTONE ISTI (SEE IIIH PLANS)' T W SPLL' R ( URMIT trNF INiPFCTII�-P[rRT /ZD' '�=""*'""•" LJ V E evs on/svue a PAII-11111TRIl 1-1— nmr - STORM WATER u" DRIVEWAY DRAIN DETNL(N.T.S.� TETATMENrPLAN& w I DETAILS AS REQUIRED w.rv.M. wawa POP09L'D RL91 DI3NCL #S BONWC I'R0.1U _ RYB BROOK NY 1073, SEC.131.42 BLOCK'1LOT.41 ...... ONE R-12 1 SECTIO AA mN A—A RREPaP=11121T PLDA.=I0000000000000 E �TaRzss,LNI, 00000000000000 AS REQUIRED MR#233 BU KOTTE ROAD tiT HARRIS WE' ON NY 10601 wa�.wwM saLnaEonrcH ano ..,. ..wRE ar,. �n�..,,. MCR,.re.Nrs f I 6V15 AS NOTED 5 OF9 VAM 2RE.",nTIJIINCTI'JN60X - SECTION B-B (TYP.1-N.T3. Vincent A.Nfassaro,P.E. 21 Hillhright'rerr. Yonkers,NY 10703 Phone:(914)419-8045 Vincent A.M--,P.E. ENGINEER NOT ENGAGED FOR ��RNPosEo FR E R �E . Q CONSTRUCTION L2—RI FRAME Na 2—Rr FRAME No. SUPERVISION AND/OR II -- o INSPECTION. — o> o ,gym J aMN-1,x r` F�, o I --- � N., e�s o�7�ss�e 1 aae,am �000,om a� o•,w.n,�. ' �E . • SITE GRADING PLAN BOI WIT ROAD F111 �.\ PROPOSED RFSIDF.NCF. #5 BN W IT ROAD ��•F -v..i j UR',E BROOK,NI10573 o w SEC.:135.42 BLOCK:I LOT:41 3 e LONE:R-12 FFu c� MR.NIALEK SANIAD 423 BHCKOUT ROAD WEST HARRISON,NV 10604 6/9/15 ••� 20' 6 OF 9 VAM Vincent A. P.E. t Terr, 21 tfillbrigb.,71 Yonkers,NY 10703 Phone:(914)419-8045 Vincent A.M—aro,P.E. E g", N Y S P E 1-N.184`34 Ni I 7 ­hZ A A t T —v �� YOIR. .11. ENGINEER NOT RSPOSED 2 0 ENGAGEDFOR SF' ol GARAGE 117 2 STORY FRAME JNO,3 CONSTRUCTION 2 STCRI FRAIE NC.7 Ll 7 FZ SUPERVISION 0 AND/OR INSPECTION. o F� B TWIT ROAD uTiAN 11111 TYTI'111111111\Fll IR'111 PROPOSED RE " IDE NCE 'IRNNWIT ROAN RYF BROOK,NY 10573 SEC.:1A542 BLOCK:I L O T:41 ZONE R-12 NIR.M�LEKSAMAD '23 W,CK01 JT ROAD LST HARRISON,NY 10604 6/9/15 20' 7 DOF 9 VAM 100TINGDRAINNOILS- gDYPI _ BS FARCHITECTURAL.PIAN FOR FOT.NDATIOT WATERPROOFING DE.TAII.S _ 2)PERTORAI ED TOOT ING DRAINS SMALL BE COMPLETE-ENCASED W Lill A M LINE IM OF'IT'OF CLEAN 3/4"CRUSHED STONE AND NN RAPPED IN A NDN- _ - AON%EN GF.OTF.XTIITE FABRIC TIB enr A.Massaro,P.E. 3)TIE4PERFORATED SDI05 FOUNDATION DRAMS SIIALLBE COLLECTED 21 Hillhcighf TeT AND PIPLD LO'1lIL PROPOSED PLMP CHA.NBER BY MEANS Ot 4"SOLID SDR35 Yonhef5,NY 10703 B TH IT-TERIOR OF TIT IT PROPOSED 4'1,D.MAN NO LL TO BE UTI LILED AS A FOOTING ry°u x.,uouuc.swavwv.,uo DRAIN SYSTEM PLMP CHAMBER SHALL BE C OMPLETELY COATED AT THE FACTORI' £p - - Ph(,.P:(914)419-5045 WITH AN APPROVED BITUMINOUS COATING 5)ALL PIPE PENETRATIONS IN TIIE POMP CHAMBER SHALL BE COMPLETELY PATCHED U T 11 1111 EIIIII - �-� e� 1V111LA 1LYDRAI.LLC CEML_NI IO YRI;VLNL GROLNU WA'l Dli 1N1KL BIONEL 11 11 h)ALL PROPOSED STRUCTURES TO BESET FIRMLY AND LEY'EL ON AS"DEPTH BASE OF - w-2a ULEAN 3/4"CRTDIIED SIO_VE IS,ITIn--ra - �i nsna ] 01001'INGDRAINSPLQUIREU:\ROUNDFROPOSLDGARAGLASI'INISHLDG:\RACL ,vou °�°"°`a'm`"' urn," SLAB IS AT GRADE WITH NO FINISHED ARL\S BBLO W GR\DE a .n SCALE:7"=2U' S3 ID soloxa iI-LL EI 1 \ \ ITS I ISLE ITATE, Vincent A.M o,P.E. II 1� FIN 1-1 111111or a / xa OSG rRSTENS OLF 00 101ITn 'PENN OLVERO YLENE P�POEvmeR ocoveB H ` FT vo° ,o aoxAn aoLVPn�BE_ sncl °�. r ° sHOPwITH rvnoEeE rs _ �EE �® S� .srA a �Aw. - I ENGINEER NOT °RY ENGAGED FOR � �r� aRDPo B �Fs FR L.�gNE,PE ,� i �^-' i G�RAGE L—TORY ��� 2 STORY FRAM t CONSTRUCTION o „ "� _ SUPERVISION -Ir �1�- m AND/OR IT 111 INSPECTION. N N u eee „I,P RLsoRD INT E, I � a E^�• .��. ,.., HE, R111-1/111T, B O�W I T ROAD F6&ING DRAIN r' SYSTEM PLAN& ASI.+s DETAILS I 1111 ITIGI IF HF a 7TIAP _ _ PROPOSED RESIDENCE #5 BON WIT ROAD RYE •.5 ��, BROOK,R-12N1 BLOCK ZONE Z E' •. FIPT TmTrNT svATIST ^, IN"I.11 M 1AIE)Z PEMPCH—TIFRDFTAll,-(N,T.S.) PUMP CALCULATIONS MR.MALEK SAMAD TOP UP CRUSHIlD ERN,, crvanaER WL"s RUCKOUT ROAD ITDnv x<TTT kPPRON PROP. cN/csF HE CHT E'"III --El SOLE' ( LI PUMP CONTROL SYSTEM WEST HARRISON.NY 10,,04 ux LLDLL Fv3n I I i _ PUMP CHAMBER NOTES / wz,zo3 couv�Ex,,orvTaols) SETS o.) /4 u:An�xusuED sruNEToexoP.cx_wu CM°sHoEMEETM LC Ts..11(1 aEc o.> I VIN.BOTH ID64 IF, PERF-SDR35 1 2 { ISES6E E)TLE 111111 EII yE PUMP DESIGN CRITERIA A LC NR ".R.S)u35 EEE_SLk 1b9 CONNECT 90LTD SDR35 TO } � ITTE IL EASINN N ) /, LIIIE SA. R" RP.SDRL�WHII TIF. Tc me[T�EE"EN v IEN[ c ry �T — CITE HF AN ELEC,HSAI NEA ECTACE POMP��Tr M mEFI rEEI ENaP MSN 6%9/15 LEY EL SPREADER DETAIL-N.T.S. mEscrv} sm " PUMP SPECIFICATIONS (DUPLEX) A`s NOTED 8 OF 9 CE,- tiEo I,i E%,) VAM III SNI LINE I Vincent A.Massaro,P.E. 21 Hillhright Perr. Yonkers,NY 10703 Phone:(914)419-R045 As snowN GENERAL NOTES Vin eat A.blas o,P.E. SECTIONI r_AL_L,.N. » .11 .34 ,111 Ill F IT uAc ll 2 IT,lI m,fnt l IIFTazsIF, °� �.,jCm` \ urn dC t t 9 v�tveetl an °as i _ dImInt gee vfOmv All se ad MIN.LENGTH n II b�r P t a9 9t,in—I DID . III h—y unvI itn� PIAN "h,1,eh,lll E, t r th P' t to l rk t �' ,{ IrtsTnw,naN NCTFs ' TnODeTr asaril°ei ata°red n mD ssxs."u< tQ }' 11 3STaNE at REfWUEo aR REDYdID WNCAEIE res°n°rs se ort in Is m°nu°I.Sneer on td°n 9re xlih �� 4.All t P t d I d f f l g°dt08sh°ll be IT-1(r°m Vt�LAV✓t sM F'I"� th, "`T"in°"°`°° ENGINEER NOT MawrsII rso DI LESD MarlI FOD.auuuuu La atr. n f arnI at°reP°rear mea°d° x °a III E)ucees, S Any d't b d e N°t dIl be eR P-m° 2 11 IT III I �ea °° �°°Ir �n A e°ts ENGAGED FOR Tr11 LIFE III IFF III NE DEIFIED DI I IDDLE-ILI A ,I h `` CONSTRUCTION �aMDE 1ROPO��AGEOR � � � 1 TMa ,auIRdaMILEI� I=wLISPII,>m d ted°=°� °a P 1,E1 III SUPERVISION 1E R E 6 FthO z ED��E �,°°n4 — — t S Rr FR NRY RMENO �'� ��sEUD wd, AND/OR m".o�n.�aETEE`CS °Nopt:1`d,t11°,'dt.d,"A" D,m tD INSPECTION. <a addarD Z, 4 +I 1flt aIDaI1r eaT 1111 at�eDKD�n1EDIIIItT �� „,h° 1111 p °ed a�ls�o�MD�rD�D�a OF a � ALL IF �I1t aD�>RD rv�1ED m� o s ��ageaere°"de=1�4reoed, �<area pyd�,�=ea.h<°Ne dr l�1 °°dIIr°ro°1 d N °lrr e°t°dh°'at a�rn o��wT1T=P-0ar�3T1T�_ V � i ,°PnaKD 1minEn„a�alrs aM� °E o"D�IDx D1dI�I°.D d° Efa„�°a�°d se me°t a°°U°r_ DECR� °°° ° oP 1�t_TFF.,F, L A P E°"E° ° CONSTRICTION CD IE w D rrP,I1,I'D tiitDiD NdIH,EHdHaE Lou SE 3aDNatn ALia STABILIZED I CTION ENTRANCE (N.T.S.) ��aonrner _ ITTA110, ,. n \1 —2De ro m e°.MENT&EROSION R�s�°eTh°° oet T � a J` ”°°°°°”°'" SEDI �� rn,x RDLD,IDN aR wED 1P� CONTROL PLAN AND I� D. DETAILS BOOWIT ROAD R„R,tt P�R \ FNTET PROPOSED RESIDENCE TE—IN NETTOO JOINING SECTIONS OF FENCING ,S RON W IT ROAD RYP.BROOK,NY 10573 11� utiiT EE o 4� IN.soar smnwenss ca stmua .1is�ai� IrvSTnlunory NOTES $E1.:135.42 RLUCK'.7 LUT:47 ZONE:R-12 zeurcG(caxunuw) w� INsnuAnoN NarEs rHoi(11111l1111.111rn Hemi.T" u 1e oar naD nneL. °D°°DL rer E I III LEIIN ED OF r1111 oa sirsnveais,Txa stnIFN I IF wltx i�sarancx a n°°oi NneeD e°n°M°r ra rsn,m, (\4Rn MALF.K SAM.AD s.run scnorus+s morel aeovE. #23 BIWKOUT ROAD a.FE svtunmamus III Irvsauamry cr startecc WLST HARRISON,M 10604 SOIL STOCKPILING (N.T.S.1 SILT FENCING (N.T.S.) AS NOTED 9 OF 9 \AM 1S 5 BONWIT ROAD (ASSUM VACANT LOT) TOTAL AREA: 221275-CO SQ. FT 2R WEST PROPERTY LINE (LINEAR DESIGN POINT) Subcat Reach on Link Routing Diagram for 5BonwitRoad_exist Prepared by Vincent A. Massaro, P.E., Printed 6/10/2015 HydroCAD®10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC 5BonwitRoad exist Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Pa4e 2 Area Listing (all nodes) Area CN Description (sq-ft) (subcatchment-numbers) 22,275 61 >75%Grass cover,Good,HSG B (IS) 22,275 61 TOTAL AREA 5BonwitRoad exist Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paze 3 Soil Listing (all nodes) Area Soil Subcatchment (sq-ft) Group Numbers 0 HSG A 22,275 HSG B 1S 0 HSG C 0 HSG D 0 Other 22,275 TOTAL AREA 5BonwitRoad exist Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD® 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Pase 4 Ground Covers (all nodes) HSG-A HSG-B HSG-C HSG-D Other Total Ground Subcatchment (sq-ft) (sq-ft) (sq-ft) (sq-ft) (sq-ft) (sq-ft) Cover Numbers 0 22,275 0 0 0 22,275 >75%Grass cover,Good 1S 0 22,275 0 0 0 22,275 TOTAL AREA 5BonwitRoad exist Type11124-hr 2 yr Rainfall=3.50" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Page 5 Time span=0.00-48.00 hrs, dt=0.01 hrs,4801 points Runoff by SCS TR-20 method,UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: 5 BONWIT ROAD(ASSUME Runoff Area-22,275 sf 0.00%Impervious Runoff Depth-0.57" Flow Length-217 Te-9.0 min CN-61 Runoff-0.22 cfs 1,063 of Reach 2R:WEST PROPERTY LINE(LINEAR DESIGN POINT) Inflow-0.22 cfs 1,063 cf Outflow-0.22 cfs 1,063 cf Total Runoff Area=22,275 sf Runoff Volume= 1,063 cf Average Runoff Depth=0.57" 100.00% Pervious=22,275 sf 0.00% Impervious=0 sf 5BonwitRoad exist Type III24-hr2-yr Rainfall=3.50" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 OO 2014 HydroCAD Software Solutions LLC Paye 6 Summary for Subcatchment 1S: 5 BONWIT ROAD (ASSUME VACANT LOT) TOTAL AREA: 22,275.00 SQ. F Runoff = 0.22 cfs @ 12.16 hrs, Volume= 1,063 cf, Depth= 0.57" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span=0.00-48.00 hrs, dt=0.01 hrs Type Ill 24-hr 2-yr Rainfall=3.50" Area(sf) CN Description 22,275 61 >75% Grass cover, Good,HSG B 22,275 100.00%Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.4 100 0.0262 0.20 Sheet Flow,EXIST. SHEET FLOW Grass: Short n=0.150 P2=3.50" 0.6 117 0.0544 3.50 Shallow Concentrated Flow,EXIST. SHALLOW CONC. Grassed Waterway Kv= 15.0 fps 9.0 217 Total Subcatchment 1S: 5 BONWIT ROAD (ASSUME VACANT LOT) TOTAL AREA: 22,275.00 SQ. FT Hydrograph 0.24 -----'-- -- -- ------- -- --+-- -----'-- -- -- -------------+-- 0.23 --r---- -- 0.22 cfs --T--T--T-- --'r----;-- --T--'r--I---I-- --T--T--1--- 0.22 -----'-- -----0.21 - -----'-- --+--------'-- -- -- --'- - Type-,I[H-1,2-4-hr - 0.2 --i---- -- --i ------- -- --li --li ---- -- 0.19 - 2Tyr-Rair afl-"3.50"-- 0.18 --i--i-- --+--r --i-- --7--r--r--i----f'�6 h0ff-Ar-e&22,27.L/ S1- _-' - 0.17 ------- --�--� ---- --1--1--1--'---' 0.16 --r----r--T--r ----r--r--T--r--r_ rrY r�Y��-■-1 1-00-"�' - 0.15 ---------'--'- ----------------'- 'w 0.14 -------+--+--+ ----+--+--+--+-------+--+--+----------+--+--+--�--- 0.13 -------- --�,- ------- --+------------Runoff-Deth-:;0-.57-- 3 0.12 ------- --i--� --'-- --i--i-- --'----- --i--i----------i--i-- --'--- F[dw-'Lenoth=21 T-- ° 0.11 -------,-- --r ----r-- --T--r-------,- - - r 0.09 --+-+-- --+--+ --i-- --+--+--+--+--i-- --+--+--i---+ iCia� '= .Vf�-- 0.08 --;--,-- -- --�, ---- -- -- ---------- -- -- --�,----1'-,-- ----------- 0.07 -----'-- --1--1 -'-- --1--1--L--1-----J--1--L--------'--1 CN A'rcA - V 7-- 0.05 -----'-- --1--1 -1--1--1--1--L--1---'-- --1--L-----'---'--1--+--1--'--- 0.04 --r--i--r--+-- r -r--r--t--r--r--i--r--+--r--r--i---i--r--+--r--i--- 0.03 ------- ----'--'- ---'-- '---'---'---'----------------------------'--- 0.02 --+-+--+--+--+ --- --+-+--+--+--+0.01 0 0 0 2 4 6 8 10 12 14 16 18 20 22 24 2.6....2.8....3.0....312..314...316 38 40 42 44 46 48 Time (hours) 5BonwitRoad exist Type ff124-hr 2 yr Rainfall=3.50" Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCADOO 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Pane 7 Summary for Reach 2R: WEST PROPERTY LINE (LINEAR DESIGN POINT) [40] Hint: Not Described(Outflow=Inflow) Inflow Area= 22,275 sf, 0.00%Impervious, Inflow Depth= 0.57" for 2-yr event Inflow = 0.22 cfs @ 12.16 hrs, Volume= 1,063 cf Outflow = 0.22 cfs @ 12.16 hrs, Volume= 1,063 cf, Atten=0%, Lag=0.0 min Routing by Stor-Ind+Trans method, Time Span=0.00-48.00 hrs, dt=0.01 hrs Reach 2R: WEST PROPERTY LINE (LINEAR DESIGN POINT) Hydrograph ----+--+- ----+--+--r----+--+-------+--r----+--r------- ■Inflow 0.24 ��i ---- -- �i ---- -- i_--r--i-- I--i_--�i---- --�i---- --i --�i--�i-- 0Outflow 0.23 0.22 cfs -�--'--�--+--�--'--�- '---' '--'-=227275 - 0.22 ------- -- -------I �aTFAr`�'4' =S - 0.21 -- --�--�- -- --'-- -- -- ---- -- ------- -- ---- -- -----'-- 0.2 ---- -- - 0.19 --'-- -- --'-- -- --'-- -- -- --'-- -- -----'-- -- --'-- -- -----'-- 0.18 ----1--r--r- --r-------r--r-----I--r--r-------r-------r--r---- 0.17 --'-- -- --'-- - --'-- --1--L--1--1--L--1---1--1--L--1--1--L--1---1-- 0.16 ---- --r-- - -r---- --r-- ---- --r-- ----7--r---- --T,--- -- -- 0.15 ----J--i--'-- - --'-- --1--L--1--1--L--1---1--1--L--'-- --L-----'-- y 0.14 --li-- --r--Ir- -Ir--li--,--r--Ir--li-----r--Ir--li--7--Ir--li--,--r--li--li-- 0.13 -- --+--�- -+--'-- --+-- ---- --L------- --+---- -- -----'-- 3 0.12 ----r--r-- r- -r----r--r--r----r--r--r----r--r----r--r--r--i-- 0 0.11 --- --i--'-- - --'-- --i--+---- --+-------1------- -- -----'-- LL 0.09 �� ' ----------'-- -'---'---'-- '---'---'---'--'---'---'---' --'---'---'--'---'---'-- 0.08 ----+--+--r- -r-_--+--+--r----+--r-------t--r----+--r----- 0.07 i-- --------'-- -'---'---'-- '---'---'---'--'---'---'---'--'---'---'--'---'---'-- 0.06 --+--+---- r----+--+--r----+--+-------+--r----+--r------- 0.05 0.04 ----+--+--i-- -+--+--r----+--+-------+--r----+--r--i---i-- 0.03 ------------ --- - ------------------------- 0.02 0.01 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 5BonwitRoad exist Type III 24-hr 10 yr Rainfall=5.00" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Page 8 Time span=0.00-48.00 hrs, dt=0.01 hrs,4801 points Runoff by SCS TR-20 method,UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: 5 BONWIT ROAD(ASSUME Runoff Area-22,275 sf 0.00%Impervious Runoff Depth-1.37" Flow Length-217 Te-9.0 min CN-61 Runoff-0.67 cfs 2,541 of Reach 2R:WEST PROPERTY LINE(LINEAR DESIGN POINT) Inflow-0.67 cfs 2,541 cf Outflow-0.67 cfs 2,541 cf Total Runoff Area=22,275 sf Runoff Volume=2,541 cf Average Runoff Depth= 1.37" 100.00% Pervious=22,275 sf 0.00% Impervious=0 sf 5BonwitRoad exist Type III 24-hr 10 yr Rainfall=5.00" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 OO 2014 HydroCAD Software Solutions LLC Paye 9 Summary for Subcatchment IS: 5 BONWIT ROAD (ASSUME VACANT LOT) TOTAL AREA: 22,275.00 SQ. F Runoff = 0.67 cfs @ 12.14 hrs, Volume= 2,541 cf, Depth= 1.37" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span=0.00-48.00 hrs, dt=0.01 hrs Type Ill 24-hr 10-yr Rainfall=5.00" Area(sf) CN Description 22,275 61 >75% Grass cover, Good,HSG B 22,275 100.00%Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.4 100 0.0262 0.20 Sheet Flow,EXIST. SHEET FLOW Grass: Short n=0.150 P2=3.50" 0.6 117 0.0544 3.50 Shallow Concentrated Flow,EXIST. SHALLOW CONC. Grassed Waterway Kv= 15.0 fps 9.0 217 Total Subcatchment IS: 5 BONWIT ROAD (ASSUME VACANT LOT) TOTAL AREA: 22,275.00 SQ. FT Hydrograph 0.75 --------'-- ---'---'--=----------------------------'-- ' ■Runoff 0.7 0.67 cfs 0.65 -- ----+--+--+--r-- --+--+-- ye;lll;2 -hr - 0.6 _1� yr�_R�af�►ll- 5��0�"-- 0.55 --li--li-- --7--r --li-- --7--r--it--li--li--R-uho f-Are&22,275-S#- 0.5 0.45 0nYff�Qr0M0 127$4 Of 0.4 Runoff 'Derth=137 - - - - "-- ------------- ---------- -- ------------- -------- - - 0 0.35 'w ILL 0.3 -- - - ------- -- -- -- ------- -- ------ rc=09., -Min-- 0.25 -----'-- --1--1 --'-- ---' -- '--------------1__L__'------'-_1_ - -- 0.2IY=-�1 0.15 0.1 -------1--4--1 - --+-- ------- --�--+ ------ --+-- --1--- 0.05 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 5BonwitRoad exist Type III 24-hr 10 yr Rainfall=5.00" Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCADOO 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Pave 10 Summary for Reach 2R: WEST PROPERTY LINE (LINEAR DESIGN POINT) [40] Hint: Not Described(Outflow=Inflow) Inflow Area= 22,275 sf, 0.00%Impervious, Inflow Depth= 1.37" for 10-yr event Inflow = 0.67 cfs @ 12.14 hrs, Volume= 2,541 cf Outflow = 0.67 cfs @ 12.14 hrs, Volume= 2,541 cf, Atten=0%, Lag=0.0 min Routing by Stor-Ind+Trans method, Time Span=0.00-48.00 hrs, dt=0.01 hrs Reach 2R: WEST PROPERTY LINE (LINEAR DESIGN POINT) Hydrograph --'--J--�- --'--�--�--L--'--�--L--1---1--1--'---'--1--L--1---1-- ■Inflow 0.75 ■Outflow 0.67 ifsin oW Ar 10_ 22,275-s' - 0.65 0.6 --- --�--'- - T- L--'--L--L--L--'--L--L--'----- -- --'--L--L--'---'-- 0.55 0.5 0.450.4 N 3 O 0.35 0.3 0.25 02 -----i-- --i -i--i-- -- --i--i- --i---- --i---- --i--i--i-- ' 0.15 0.1 0.05 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 5BonwitRoad exist Type III 24-hr 25 yr Rainfall=6.00" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paye 11 Time span=0.00-48.00 hrs, dt=0.01 hrs,4801 points Runoff by SCS TR-20 method,UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: 5 BONWIT ROAD(ASSUME Runoff Area-22,275 sf 0.00%Impervious Runoff Depth-2.01" Flow Length-217' Te=9.0 min CN-61 Runoff=1.03 cfs 3,723 of Reach 2R:WEST PROPERTY LINE(LINEAR DESIGN POINT) Inflow-1.03 cfs 3,723 cf Outflow-1.03 cfs 3,723 cf Total Runoff Area=22,275 sf Runoff Volume=3,723 cf Average Runoff Depth=2.01" 100.00% Pervious=22,275 sf 0.00% Impervious=0 sf 5BonwitRoad exist Type III 24-hr 25 yr Rainfall=6.00" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 OO 2014 HydroCAD Software Solutions LLC Pace 12 Summary for Subcatchment IS: 5 BONWIT ROAD (ASSUME VACANT LOT) TOTAL AREA: 22,275.00 SQ. F Runoff = 1.03 cfs @ 12.13 hrs, Volume= 3,723 cf, Depth= 2.01" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span=0.00-48.00 hrs, dt=0.01 hrs Type Ill 24-hr 25-yr Rainfall=6.00" Area(sf) CN Description 22,275 61 >75% Grass cover, Good,HSG B 22,275 100.00%Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.4 100 0.0262 0.20 Sheet Flow,EXIST. SHEET FLOW Grass: Short n=0.150 P2=3.50" 0.6 117 0.0544 3.50 Shallow Concentrated Flow,EXIST. SHALLOW CONC. Grassed Waterway Kv= 15.0 fps 9.0 217 Total Subcatchment IS: 5 BONWIT ROAD (ASSUME VACANT LOT) TOTAL AREA: 22,275.00 SQ. FT Hydrograph ❑Runoff 1.03 cfs -- -- -- -- ----- -- --+--}-- -- -hype;III',24-hr V 25ryr RainfaIIT6.007 Runoff Aeea=22,275 sf RLjnOff',VQlum',e=3,72$ 0 Runoff DepthT2.01';,, ° Flow',LsnOth=217' Tc=9.',0min C N=6'I 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 5BonwitRoad exist Type III 24-hr 25 yr Rainfall=6.00" Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCADOO 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Pave 13 Summary for Reach 2R: WEST PROPERTY LINE (LINEAR DESIGN POINT) [40] Hint: Not Described(Outflow=Inflow) Inflow Area= 22,275 sf, 0.00%Impervious, Inflow Depth= 2.01" for 25-yr event Inflow = 1.03 cfs @ 12.13 hrs, Volume= 3,723 cf Outflow = 1.03 cfs @ 12.13 hrs, Volume= 3,723 cf, Atten=0%, Lag=0.0 min Routing by Stor-Ind+Trans method, Time Span=0.00-48.00 hrs, dt=0.01 hrs Reach 2R: WEST PROPERTY LINE (LINEAR DESIGN POINT) Hydrograph FE-1 Tfl ■Outflow - -- 1.03 cfs -T-- -----7--r- I' low rA a-I 2'75 s - In - 2Z y I I I I I I I I I I I I I I I I I I I I I V I I I I I I I I I I I I I I I I I I I I I 3 I I I I I I I I I I I I I I I I I I I I I p LL I I I I I I I I I I I I I I I I I I I I I 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 1S) PROP. DRI EWAY WS (ASHALT DRIVEW , GRASS, AND PO TION OF FRONT ALKWAY) TOTAL AREA = 4,550.29 SQ. FT. 2 P (8) CULTEC R-280HD UNITS Subcat Reach on Link Routing Diagram for 5BonwitRoad_propDWarea Prepared by Vincent A. Massaro, P.E., Printed 6/10/2015 HydroCAD®10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC 5BonwitRoad_propDWarea Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCAD® 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Page 2 Area Listing (all nodes) Area CN Description (sq-ft) (subcatchment-numbers) 2,711 61 >75%Grass cover,Good,HSC B (1S) 1,809 98 Paved parking,HSG B (1 S) 30 98 Unconnected pavement,HSG B (1 S) 4,550 76 TOTAL AREA 5BonwitRoad_propDWarea Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paze 3 Soil Listing (all nodes) Area Soil Subcatchment (sq-ft) Group Numbers 0 HSG A 4,550 HSG B 1S 0 HSG C 0 HSG D 0 Other 4,550 TOTAL AREA 5BonwitRoad_propDWarea Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Page 4 Ground Covers (all nodes) HSG-A HSG-B HSG-C HSG-D Other Total Ground Subcatchment (sq-ft) (sq-ft) (sq-ft) (sq-ft) (sq-ft) (sq-ft) Cover Numbers 0 2,711 0 0 0 2,711 >75%Grass cover,Good 1S 0 1,809 0 0 0 1,809 Paved parking 1S 0 30 0 0 0 30 Unconnected pavement 1S 0 4,550 0 0 0 4,550 TOTAL AREA 5BonwitRoad_propDWarea Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCAD® 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Page 5 Pipe Listing (all nodes) Line# Node In-Invert Out-Invert Length Slope n Diam/Width Height Inside-Fill Number (feet) (feet) (feet) (ft/ft) (inches) (inches) (inches) 1 is 0.00 0.00 16.0 0.0344 0.010 6.0 0.0 0.0 5BonwitRoad_propDWarea Type11124-hr 2 yr Rainfall=3.50" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Page 6 Time span=0.00-48.00 hrs, dt=0.01 hrs,4801 points Runoff by SCS TR-20 method,UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: PROP.DRIVEWAY WS Runoff Area-4,550 sf 40.42%Impervious Runoff Depth-1.37" Flow Length-157' Tc-6.7 min CN-76 Runoff-0.16 cfs 518 cf Pond 2P: (8)CULTEC R-280HD UNITS Peal-,Elev-221.86' Storage-107 cf Inflow-0.16 cfs 518 cf Outflow-0.04 cfs 518 cf Total Runoff Area=4,550 sf Runoff Volume=518 cf Average Runoff Depth = 1.37" 59.58% Pervious=2,711 sf 40.42% Impervious=1,839 sf 5BonwitRoad_propDWarea Type III24-hr2-yr Rainfa11=3.50" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 OO 2014 HydroCAD Software Solutions LLC Paze 7 1S: PROP. DRIVEWAY WS (ASPHALT DRIVEWAY, GRASS, AND PORTION OF FRONT WALKWAY) TC Runoff = 0.16 cfs @ 12.10 hrs, Volume= 518 cf, Depth= 1.37" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span=0.00-48.00 hrs, dt=0.01 hrs Type III 24-hr 2-yr Rainfall=3.50" Area(sf) CN Description 2,711 61 >75% Grass cover, Good,HSG B 1,809 98 Paved parking, HSG B 30 98 Unconnected pavement, HSG B 4,550 76 Weighted Average 2,711 59.58% Pervious Area 1,839 40.42%Impervious Area 30 1.63%Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.5 40 0.0314 0.12 Sheet Flow,PROP. SHEET FLOW(GRASS) Grass: Dense n=0.240 P2=3.50" 0.9 42 0.0060 0.75 Sheet Flow,PROP. SHEET FLOW(DRIVEWAY) Smooth surfaces n=0.011 P2=3.50" 0.3 59 0.0373 3.92 Shallow Concentrated Flow,PROP. SHALLOW CONC. (DRIVEWAY) Paved Kv= 20.3 fps 0.0 16 0.0344 6.89 1.35 Pipe Channel,PROP. OUTLET TO CULTECTS 6.0" Round Area=0.2 sf Perim= 1.6' r=0.13' n=0.010 PVC, smooth interior 6.7 157 Total 5BonwitRoad_propDWarea Type III24-hr 2-.yr Rainfall=3.50" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCADOO 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paze 8 tOP. DRIVEWAY WS (ASPHALT DRIVEWAY, GRASS, AND PORTION OF FRONT WALKWAY) TOTAL A Hydrograph - ------ --'- --------'1-- 1-- ----------;--;-- 1-----------;--;--1------ ■Runoff 0.17 - - -- 0.16 cfs --T--T--T-- - -- T--T- ---- --- T--T--T--' 1-- - 0 .16 ,y1r }y/� --r--1--r--r- r --1--r--r--r--r--r--1--r--r--r--r�! IH 946hr-- 0.15 ------- --�--� --1-- -- -- -- ------- -- -- --p�--1---1-- -- -- --�--- 1 Rake al� 17 an-- 0.14 --'---'---'---' --'- --'---'---' -- '---'---'---'---1_ �_ 1 � 1 1_ 1 1 1 1 1 1 1 1 1 1 1 1 1 -y� 1 � 1 - 1 � 1 0.13 1 1 1 1 1 1 1 1 1 0.12 - - - - - - - - - - --''_F���unoff Ar+ea�1=�; 5�s'�fi-- -- --r-------- - - --- 0.11 --'1---'1--,--�--r w 0.1 -----1-- --+--� --1-- -- --+-- -----1-- --+--r--1---1---1-- --+-- --i--- 3 0.09 R-U n 6ff De 0W �. � --- .2 -- ------- -- -- --1-- -- -- -- --1---1-- - 1 _1 ° 0.08 1 1 1 1 1 1 1 1 1 1 LL -------------- ----------------------- - - -----'-- -- -- -----'-- -- --ova--en�- _ 0.06 � 1 1 1 1 1 1 1 1 1 1- 1 1 1 1- 1 1 1 1 � 1 0.05 --1T�- . '' I --I---I--y--*--F ----y--rt--+--r-------y--*--+----------*--t--r--1--- 0.04 -- -- -'-- -- -- --' -----'-- -- -- ----------�CN=76-- , 11111 11111111111111111 0.03 -----------L L -'---'---' -- '---'---'---'-----1--L--1-----------------'--- 0.02 -------------- ------------------------ 0.01 0 0 2 4 6 8 10 12 14 16 1'8 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 5BonwitRoad_propDWarea Type ff124-hr 2 yr Rainfall=3.50" Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCADOO 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paye 9 Summary for Pond 2P: (8) CULTEC R-280HD UNITS Inflow Area= 4,550 sf, 40.42% Impervious, Inflow Depth= 1.37" for 2-yr event Inflow = 0.16 cfs @ 12.10 hrs, Volume= 518 cf Outflow = 0.04 cfs @ 12.50 hrs, Volume= 518 cf, Atten=72%, Lag=24.1 min Discarded = 0.04 cfs @ 12.50 hrs, Volume= 518 cf Routing by Stor-Ind method,Time Span=0.00-48.00 hrs, dt=0.01 hrs Peak Elev=221.86'g 12.50 hrs Surf.Area=326 sf Storage= 107 cf Plug-Flow detention time= 14.0 min calculated for 518 cf(100%of inflow) Center-of-Mass det. time=14.0 min (865.1 - 851.1 ) Volume Invert Avail.Storage Storage Description #IA 221.21' 272 cf 19.17'W x 17.00'L x 3.21'H Field A 1,045 cf Overall-364 cf Embedded= 681 cf x 40.0%Voids #2A 221.7 P 364 cf Cultec R-28OHD x 8 inside#1 Effective Size=46.9"W x 26.0"H =>6.07 sf x 7.00'L=42.5 cf Overall Size=47.0"W x 26.5"H x 8.00'L with 1.00' Overlap Row Length Adjustment=+1.00'x 6.07 sf x 4 rows 637 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Discarded 221.21' 5.140 in/hr Exfiltration over Wetted area Conductivity to Groundwater Elevation=0.00' Discarded Outflow Max=0.04 cfs @ 12.50 hrs HW=221.86' (Free Discharge) L1=Exfiltration (Controls 0.04 cfs) 5BonwitRoad_propDWarea Type ff124-hr 2 yr Rainfall=3.50" Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCADOO 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Pave 10 Pond 2P: (8) CULTEC R-280HD UNITS - Chamber Wizard Field A Chamber Model=Cultec R-280HD(Cultec Recharger®280HD) Effective Size=46.9"W x 26.0"H=>6.07 sf x 7.00'L=42.5 cf Overall Size=47.0"W x 26.5"H x 8.00'L with 1.00'Overlap Row Length Adjustment=+1.00'x 6.07 sf x 4 rows 47.0" Wide+6.0" Spacing=53.0" C-C Row Spacing 2 Chambers/Row x 7.00'Long+1.00'Row Adjustment= 15.00'Row Length+12.0"End Stone x 2= 17.00'Base Length 4 Rows x 47.0"Wide+6.0" Spacing x 3 + 12.0" Side Stone x 2= 19.17'Base Width 6.0" Base+26.5" Chamber Height+6.0" Cover=3.21'Field Height 8 Chambers x 42.5 cf +1.00'Row Adjustment x 6.07 sf x 4 Rows=364.3 cf Chamber Storage 1,045.4 cf Field-364.3 cf Chambers=681.1 cf Stone x 40.0%Voids=272.4 cf Stone Storage Chamber Storage+ Stone Storage= 636.7 cf=0.015 of Overall Storage Efficiency=60.9% 8 Chambers 38.7 cy Field 25.2 cy Stone 5BonwitRoad_propDWarea Type ff124-hr 2 yr Rainfall=3.50" Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paye I I Pond 2P: (8) CULTEC R-280HD UNITS Hydrograph ■Inflow - -- - 0.16 CfS -- - -- --'I--I- --I'I-- - --I'I - -- ---- --I-- ■Discarded I I 0.17 �' I I I I I I I I I I I I I I I I -- - - -- - -- - - -- II-10040 v�IAre;I3=�, 50-1550 -- 0.16 �' --I--r--r--I--+ --I--r--r-�--r--I--�--r--I--�--r--I--�--r--I--r--r-- 0.15 ,' --I--r--r--I--t --I--r--r-r--r--I--r--���� �� 0.14 T� -rt--r--I--+ --I--r--I--7--r--I--7--r--r-�--r--I--rt--r--I--rt--r-- 0.13OII1� �'� 0.12 0.11 w 01 3 0.09 - 008 LL 0.07 - 0.06CfS I - --�- 0.04 -- -- -- -- -- --r- ---T--T-- ---T- -- 0.05 0.04 ----T-----I- ---t----r--r----r--r---- --r----T--r----T--r-- 0.03 0.02 0.01 p .�._._._..._._ 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 5BonwitRoad_propDWarea Type III 24-hr 10 yr Rainfall=5.00" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paye 12 Time span=0.00-48.00 hrs, dt=0.01 hrs,4801 points Runoff by SCS TR-20 method,UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: PROP.DRIVEWAY WS Runoff Area-4,550 sf 40.42%Impervious Runoff Depth-2.54" Flow Length-157' Tc-6.7 min CN-76 Runoff-0.30 cfs 961 cf Pond 2P: (8)CULTEC R-280HD UNITS Peal-,Elev-222.59' Storage-293 cf Inflow-0.30 cfs 961 cf Outflow-0.05 cfs 961 cf Total Runoff Area=4,550 sf Runoff Volume=961 cf Average Runoff Depth =2.54" 59.58% Pervious=2,711 sf 40.42% Impervious=1,839 sf 5BonwitRoad_propDWarea Type III 24-hr IO yr Rainfall=5.00" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 OO 2014 HydroCAD Software Solutions LLC Paye 13 1S: PROP. DRIVEWAY WS (ASPHALT DRIVEWAY, GRASS, AND PORTION OF FRONT WALKWAY) TC Runoff = 0.30 cfs @ 12.10 hrs, Volume= 961 cf, Depth= 2.54" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span=0.00-48.00 hrs, dt=0.01 hrs Type III 24-hr 10-yr Rainfall=5.00" Area(sf) CN Description 2,711 61 >75% Grass cover, Good,HSG B 1,809 98 Paved parking, HSG B 30 98 Unconnected pavement, HSG B 4,550 76 Weighted Average 2,711 59.58% Pervious Area 1,839 40.42%Impervious Area 30 1.63%Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.5 40 0.0314 0.12 Sheet Flow,PROP. SHEET FLOW(GRASS) Grass: Dense n=0.240 P2=3.50" 0.9 42 0.0060 0.75 Sheet Flow,PROP. SHEET FLOW(DRIVEWAY) Smooth surfaces n=0.011 P2=3.50" 0.3 59 0.0373 3.92 Shallow Concentrated Flow,PROP. SHALLOW CONC. (DRIVEWAY) Paved Kv= 20.3 fps 0.0 16 0.0344 6.89 1.35 Pipe Channel,PROP. OUTLET TO CULTECTS 6.0" Round Area=0.2 sf Perim= 1.6' r=0.13' n=0.010 PVC, smooth interior 6.7 157 Total 5BonwitRoad_propDWarea Type III 24-hr 10 yr Rainfall=5.00" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCADOO 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paye 14 tOP. DRIVEWAY WS (ASPHALT DRIVEWAY, GRASS, AND PORTION OF FRONT WALKWAY) TOTAL A Hydrograph --Ir--i--y-- I --I - i -I--y--rt--+--r--i---li--y--rt--r--Ir--li---li--rt--+--r--i--- ■Runoff 0.32 -- 0.30 cfs -- -- -- -- ------- -- -- ---------- -- -- ----- ------- 0.3 --------'-- _ -- -- -- -- -- -- --'Tpe-IN-24Lhr-- IN-0.28 0.26 -- - -- -- --?-- --' -- Y 'l a�nfaf=5.QO--- 0.24 ------- --+--------RunoffArea=4,MG- f-- ------------- 0.22 1 1 1 1 1 N 0.2 -- ------ -- --- --+--' -- kuft6ff�1[�Lume=9+6- c�,f-- 0.18 ' -- --1--L -- 1--1-- --- RUndffDeOth-= .- 4` 0 0.16 - -----I a 0.14 -- - 1 [ YY lei 9th;-1 5 f ' -----i-- --7--r --i-- -- --r--r----- 0.12 -------+--�--� ----+--+--+--+-------+-- -- --�--� -�-- +�-�--- 0.1 0.08 ri ^C Ww' 0.06 0.04 0.02 0 0 2 4 6 8 10 12 14 16 1'8 20 22 24 26 28 30 32 34 36 38 40 42-.4'4..4. 446..4.8 Time (hours) 5BonwitRoad_propDWarea Type III 24-hr 10 yr Rainfall=5.00" Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paye 15 Summary for Pond 2P: (8) CULTEC R-280HD UNITS Inflow Area= 4,550 sf, 40.42% Impervious, Inflow Depth= 2.54" for 10-yr event Inflow = 0.30 cfs @ 12.10 hrs, Volume= 961 cf Outflow = 0.05 cfs @ 12.60 hrs, Volume= 961 cf, Atten=83%, Lag=30.3 min Discarded = 0.05 cfs @ 12.60 hrs, Volume= 961 cf Routing by Stor-Ind method,Time Span=0.00-48.00 hrs, dt=0.01 hrs Peak Elev=222.59'g 12.60 hrs Surf.Area=326 sf Storage=293 cf Plug-Flow detention time=42.7 min calculated for 961 cf(100%of inflow) Center-of-Mass det. time=42.7 min (875.6- 833.0) Volume Invert Avail.Storage Storage Description #IA 221.21' 272 cf 19.17'W x 17.00'L x 3.21'H Field A 1,045 of Overall-364 cf Embedded= 681 cf x 40.0%Voids #2A 221.7 P 364 of Cultec R-28OHD x 8 inside#1 Effective Size=46.9"W x 26.0"H =>6.07 sf x 7.00'L=42.5 cf Overall Size=47.0"W x 26.5"H x 8.00'L with 1.00' Overlap Row Length Adjustment=+1.00'x 6.07 sf x 4 rows 637 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Discarded 221.21' 5.140 in/hr Exfiltration over Wetted area Conductivity to Groundwater Elevation=0.00' Discarded Outflow Max=0.05 cfs @ 12.60 hrs HW=222.59' (Free Discharge) L1=Exfiltration (Controls 0.05 cfs) 5BonwitRoad_propDWarea Type III 24-hr 10 yr Rainfall=5.00" Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCADOO 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Pave 16 Pond 2P: (8) CULTEC R-280HD UNITS - Chamber Wizard Field A Chamber Model=Cultec R-280HD(Cultec Recharger®280HD) Effective Size=46.9"W x 26.0"H=>6.07 sf x 7.00'L=42.5 cf Overall Size=47.0"W x 26.5"H x 8.00'L with 1.00'Overlap Row Length Adjustment=+1.00'x 6.07 sf x 4 rows 47.0" Wide+6.0" Spacing=53.0" C-C Row Spacing 2 Chambers/Row x 7.00'Long+1.00'Row Adjustment= 15.00'Row Length+12.0"End Stone x 2= 17.00'Base Length 4 Rows x 47.0"Wide+6.0" Spacing x 3 + 12.0" Side Stone x 2= 19.17'Base Width 6.0" Base+26.5" Chamber Height+6.0" Cover=3.21'Field Height 8 Chambers x 42.5 cf +1.00'Row Adjustment x 6.07 sf x 4 Rows=364.3 cf Chamber Storage 1,045.4 cf Field-364.3 cf Chambers=681.1 cf Stone x 40.0%Voids=272.4 cf Stone Storage Chamber Storage+ Stone Storage= 636.7 cf=0.015 of Overall Storage Efficiency=60.9% 8 Chambers 38.7 cy Field 25.2 cy Stone 5BonwitRoad_propDWarea Type III 24-hr 10 yr Rainfall=5.00" Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paye 17 Pond 2P: (8) CULTEC R-280HD UNITS Hydrograph --1--�--��---�-- � -------r--��--�--r--1�--�--r--��--�--r--��--�--r--II--�--r-- Inflow 0.30 cfs ■Discarded 0.32 �1 14 r 6a s -1--1---'--L -'-- --'-- --L--1- ,, *- L 0.3 , 1 1 1 0.26 --1- -----1--- --'- -----'- --1---1--Irea flOV`��•?�"�-- o.2s I I I 1 � I I I I I 1 0.24 'I t rai- a-#2 31 cl -I--4--1---I--+ --1-- --1-- --}--1-- -- --1-------- 0.22 -------0.22 1 1--1--1---1--� --1-- --1--J--1--1--J-- --1-- -- --1-- --L--1--1--L-- 02 018 0 0.16 --i--i--I--- --I--;-----I--;-----I--;--I-- --I-- --I-- 1i --1-- --r--1--T --1--r--r- __r--1-- _-r--r- --r--1-- --r--1-- --r-- 0.14 �1 0.12 -1--1--1---1--L -1--i--1--J--L--1--J--L--1--�--L--1--1--L--1--1--L- 0.1 0.08 -11 0.05 cfs -'I-- '1 --'I---'I-----'I---'I-----'I--'I-----'I--'I - -- --'I--'I --- 0.06 -- --I--Y--I---I- -t__I__Y--Y__I__Y--Y--I--Y--Y--I--Y--Y--I--Y--Y-- 0.04 0.02 ' 0 2 4 6 8 10 1'2'"1'4''1'6--- Time 21416Time (hours) 5BonwitRoad_propDWarea Type III 24-hr 25 yr Rainfall=6.00" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paye 18 Time span=0.00-48.00 hrs, dt=0.01 hrs,4801 points Runoff by SCS TR-20 method,UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: PROP.DRIVEWAY WS Runoff Area-4,550 sf 40.42%Impervious Runoff Depth-3.38" Flow Length-157 Te-6.7 min CN-76 Runoff-0.40 efs 1,282 of Pond 2P: (8)CULTEC R-280HD UNITS Peal-,Elev-223.18' Storage-436 cf Inflow-0.40 cfs 1,282 cf Outflow-0.06 cfs 1,282 cf Total Runoff Area=4,550 sf Runoff Volume= 1,282 cf Average Runoff Depth=3.38" 59.58% Pervious=2,711 sf 40.42% Impervious=1,839 sf 5BonwitRoad_propDWarea Type III 24-hr 25 yr Rainfall=6.00" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 OO 2014 HydroCAD Software Solutions LLC Paye 19 1S: PROP. DRIVEWAY WS (ASPHALT DRIVEWAY, GRASS, AND PORTION OF FRONT WALKWAY) TC Runoff = 0.40 cfs @ 12.10 hrs, Volume= 1,282 cf, Depth= 3.38" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span=0.00-48.00 hrs, dt=0.01 hrs Type III 24-hr 25-yr Rainfall=6.00" Area(sf) CN Description 2,711 61 >75% Grass cover, Good,HSG B 1,809 98 Paved parking, HSG B 30 98 Unconnected pavement, HSG B 4,550 76 Weighted Average 2,711 59.58% Pervious Area 1,839 40.42%Impervious Area 30 1.63%Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.5 40 0.0314 0.12 Sheet Flow,PROP. SHEET FLOW(GRASS) Grass: Dense n=0.240 P2=3.50" 0.9 42 0.0060 0.75 Sheet Flow,PROP. SHEET FLOW(DRIVEWAY) Smooth surfaces n=0.011 P2=3.50" 0.3 59 0.0373 3.92 Shallow Concentrated Flow,PROP. SHALLOW CONC. (DRIVEWAY) Paved Kv= 20.3 fps 0.0 16 0.0344 6.89 1.35 Pipe Channel,PROP. OUTLET TO CULTECTS 6.0" Round Area=0.2 sf Perim= 1.6' r=0.13' n=0.010 PVC, smooth interior 6.7 157 Total 5BonwitRoad_propDWarea Type III 24-hr 25 yr Rainfall=6.00" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCADOO 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paye 20 tOP. DRIVEWAY WS (ASPHALT DRIVEWAY, GRASS, AND PORTION OF FRONT WALKWAY) TOTAL A Hydrograph 0.44 ----- --T--i ------- --i--i �RUnOff 0.42 0.40 cfs --J--1--1--��--'---'-- --1--L----------1--1--r--�'--- 0.4 -------+--+- r ----+--+--+--r-------+--+--+-- - Type+[H+2 -hir 0.38 --i R' 1--7--r ----1-- --i--I--I-------_T T--I-----I--7--i-_r--1-- 0.36 ---------' --'- -----------------------/'] pyo yr 0.34 ------- --�--� ---- -- --i--~------- -- --+-----I---I--4-- --�--I--- 0.32 ;--;--; ----;--;--;--;-- ;Runo��Area--4;550-s#- 0.3 --i-----li-- --'i -----li-- il -- --li--i---------- 'i----u'----------------- 0.28 --1---1--J--1--L ----J--1--+--L---- V��"� e��7 � - - w0.26 -------+--+--r ----+--+--+--r-------+- -+- - - ---+ + r --- 0.24 ----;--7--r ----;--7--r--it--li----;-- uno�f#IiDepth- 7138,--- 0 0.22 --'i--'i--il-- --'i -----'i-- -- --'i--'i--'i--il-- - -'-- - -- 0.2 ROW Lertoth=15T-- 0.18 --r--i--r--r--r -r-r--r--r--r--r--i--r--r--r--r--r ----r-- r-.-r-- 6.7 0.16 __i -L' z -- 0.14 -----------' --'- --'---'---' -- '--------------------------'---' j'�KKr' (c� 0.12 -------+--+-- ----+--+--+--+-------+--+--+----------+-CN:F7N-- 0.1 --r--i-- --r--r --r- --7--r--r--r--i-- --r--r--r--r----r--r--r--r-- 0.08 --', --'-- '-- --' --'-- '-- -- ' --------'-- '-- -- 0.06 -----'-- --1--L -'-- --1--1--L--1---'--J--1--L--1--------1--1--L--1--- 0.04 --r-r--r--r-- --r--+--r--r----r--r--r--r-------r--+--r--i--- 0.02 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 5BonwitRoad_propDWarea Type III 24-hr 25 yr Rainfall=6.00" Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paye 21 Summary for Pond 2P: (8) CULTEC R-280HD UNITS Inflow Area= 4,550 sf, 40.42% Impervious, Inflow Depth= 3.38" for 25-yr event Inflow = 0.40 cfs @ 12.10 hrs, Volume= 1,282 cf Outflow = 0.06 cfs @ 12.69 hrs, Volume= 1,282 cf, Atten=86%, Lag=35.4 min Discarded = 0.06 cfs @ 12.69 hrs, Volume= 1,282 of Routing by Stor-Ind method,Time Span=0.00-48.00 hrs, dt=0.01 hrs Peak Elev=223.18'g 12.69 hrs Surf.Area=326 sf Storage=436 cf Plug-Flow detention time=63.7 min calculated for 1,281 cf(100% of inflow) Center-of-Mass det. time=63.7 min (888.3 - 824.7) Volume Invert Avail.Storage Storage Description #IA 221.21' 272 cf 19.17'W x 17.00'L x 3.21'H Field A 1,045 of Overall-364 cf Embedded= 681 cf x 40.0%Voids #2A 221.7 P 364 of Cultec R-28OHD x 8 inside#1 Effective Size=46.9"W x 26.0"H =>6.07 sf x 7.00'L=42.5 cf Overall Size=47.0"W x 26.5"H x 8.00'L with 1.00' Overlap Row Length Adjustment=+1.00'x 6.07 sf x 4 rows 637 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Discarded 221.21' 5.140 in/hr Exfiltration over Wetted area Conductivity to Groundwater Elevation=0.00' Discarded Outflow Max=0.06 cfs @ 12.69 hrs HW=223.18' (Free Discharge) L1=Exfiltration (Controls 0.06 cfs) 5BonwitRoad_propDWarea Type III 24-hr 25 yr Rainfall=6.00" Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCADOO 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paye 22 Pond 2P: (8) CULTEC R-280HD UNITS - Chamber Wizard Field A Chamber Model=Cultec R-280HD(Cultec Recharger®280HD) Effective Size=46.9"W x 26.0"H=>6.07 sf x 7.00'L=42.5 cf Overall Size=47.0"W x 26.5"H x 8.00'L with 1.00'Overlap Row Length Adjustment=+1.00'x 6.07 sf x 4 rows 47.0" Wide+6.0" Spacing=53.0" C-C Row Spacing 2 Chambers/Row x 7.00'Long+1.00'Row Adjustment= 15.00'Row Length+12.0"End Stone x 2= 17.00'Base Length 4 Rows x 47.0"Wide+6.0" Spacing x 3 + 12.0" Side Stone x 2= 19.17'Base Width 6.0" Base+26.5" Chamber Height+6.0" Cover=3.21'Field Height 8 Chambers x 42.5 cf +1.00'Row Adjustment x 6.07 sf x 4 Rows=364.3 cf Chamber Storage 1,045.4 cf Field-364.3 cf Chambers=681.1 cf Stone x 40.0%Voids=272.4 cf Stone Storage Chamber Storage+ Stone Storage= 636.7 cf=0.015 of Overall Storage Efficiency=60.9% 8 Chambers 38.7 cy Field 25.2 cy Stone 5BonwitRoad_propDWarea Type III 24-hr 25 yr Rainfall=6.00" Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paye 23 Pond 2P: (8) CULTEC R-280HD UNITS Hydrograph __'__�__'__ ■Inflow 0.40 cfs -- '---',,---',-- '---',---',--'---',--�,--'---',--?--'---',--?--'--- ■Discarded 0.44 ---- ---- -- ---- -- -----------j----------- -- ----+-- -- 6.42 --i-- --i--i--- --i-- -----i-- ---ij^�f `+�• i/`11'� 14,'J V' sf-- 0.4 - - - - - - --- __� _ .7 -- 0.38 ----*--r--i--+ ----+----+--r----+-- -- - -- -- ----------- 0.36 T r- 0.34 ---- -----'--r --'--r--'--r--r--'--r--r-----1--r---- --r--1-- --r-- 0.32 -11---11--+ ----+---- -- ---- -- --- ver g =436,cf-- 0.3 0.28 -J--1--1---1--1 - --i--'--r--r--'--r--L-----1--r---- --r----1--L-- a 0.26 --i--*--r--i--t --1--r--r-r--r----r--r--r-r--r--i--r--r----*--r-- 0.24 30.22 --1--1-------1 ----i---- --i---- --L----1--L--1--1--L--1--1--L-- 0 0.2 ----r--r--i--r ----r--r-r--r- -r-r--r--r-r--r --r-r--r----r--r-- 0.18 ---- -------- ------------;----------------------- ---- --;-- 0.16 ---- -------+ ---- ---- -- ---- -- ---- -- ---- -- ---- -- -- 0.14 --i--r--r--i--r --i--r--r-r--r--r-r--r--r-r--r--i--r--r--i--r--r-- 0.12 --'---'-----'--= ------------------------- --�--'---'-----'---'--'--- 0.1 ---- ------- ---- ---- -- ---- -- ---- -- ---- -- ---- -- -- 0.08 --4- 0.06 cfs ---r--I-- --r--I-- --r--I-- -- ----4--r-----T-- -- 0.06 --'-- ------- -----'--' -----'--' --'---'-----'-- --' --'-- --' 0.04 0.02 p ...._._._..._._ 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) is HOUSE WATERSHED (HOUSFRONT, PORCH, S EPS, LEFT LAN DI G, AND AREAWAY) TOTAL AREA = 21833.44 SQ. T. 2 P (10) CULTEC R-280HD UNITS Subcat Reach on Link Routing Diagram for 5BonwitRoad_propHouse Prepared by Vincent A. Massaro, P.E., Printed 6/10/2015 HydroCAD®10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC 5BonwitRoad_propHouse Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Pa4e 2 Area Listing (all nodes) Area CN Description (sq-ft) (subcatchment-numbers) 2,833 98 Roofs,HSG B (1S) 2,833 98 TOTAL AREA 5BonwitRoad_propHouse Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paze 3 Soil Listing (all nodes) Area Soil Subcatchment (sq-ft) Group Numbers 0 HSG A 2,833 HSG B 1S 0 HSG C 0 HSG D 0 Other 2,833 TOTAL AREA 5BonwitRoad_propHouse Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCAD® 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Pa4e 4 Ground Covers (all nodes) HSG-A HSG-B HSG-C HSG-D Other Total Ground Subcatchment (sq-ft) (sq-ft) (sq-ft) (sq-ft) (sq-ft) (sq-ft) Cover Numbers 0 2,833 0 0 0 2,833 Roofs 1S 0 2,833 0 0 0 2,833 TOTAL AREA 5BonwitRoad_propHouse Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Page 5 Pipe Listing (all nodes) Line# Node In-Invert Out-Invert Length Slope n Diam/Width Height Inside-Fill Number (feet) (feet) (feet) (ft/ft) (inches) (inches) (inches) 1 1S 0.00 0.00 68.0 0.0888 0.010 6.0 0.0 0.0 2 IS 0.00 0.00 5.0 0.0100 0.010 8.0 0.0 0.0 5BonwitRoad_propHouse Type11124-hr 2 yr Rainfall=3.50" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Page 6 Time span=0.00-48.00 hrs, dt=0.01 hrs,4801 points Runoff by SCS TR-20 method,UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S:HOUSE WATERSHED Runoff Area-2,833 sf 100.00%Impervious Runoff Depth-3.27" Flow Length-119' Tc-1.3 min CN-98 Runoff=0.26 cfs 771 cf Pond 2P: (10)CULTEC R-28OHD UNITS Peal-,Elev-215.40' Storage-255 cf Inflow-0.26 cfs 771 cf Outflow-0.03 cfs 771 cf Total Runoff Area=2,833 sf Runoff Volume=771 cf Average Runoff Depth =3.27" 0.00% Pervious=0 sf 100.00% Impervious=2,833 sf 51tonwitRoad_propHouse Type III24-hr2-yr Rainfa11=3.50" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 OO 2014 HydroCAD Software Solutions LLC Paee 7 ent 1S: HOUSE WATERSHED (HOUSE, FRONT PORCH, STEPS, LEFT LANDING, AND AREAWAY) TOTA Runoff = 0.26 cfs @ 12.02 hrs, Volume= 771 cf, Depth= 3.27" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span=0.00-48.00 hrs, dt=0.01 hrs Type Ill 24-hr 2-yr Rainfall=3.50" Area(sf) CN Description 2,833 98 Roofs,HSG B 2,833 100.00%Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 0.1 18 0.8335 4.54 Sheet Flow,PROP. SHEET FLOW(HOUSE ROOF) Smooth surfaces n=0.011 P2=3.50" 1.1 28 0.0001 0.42 0.13 Channel Flow,PROP. OPEN CHANNEL FLOW(GUTTER) Area=0.3 sf Perim= 1.5' r=0.20' n=0.012 Steel, smooth 0.1 68 0.0888 11.07 2.17 Pipe Channel,PROP.PIPE FLOW(LDR.DRAIN) 6.0" Round Area=0.2 sf Perim= 1.6' r=0.13' n=0.010 PVC, smooth interior 0.0 5 0.0100 4.50 1.57 Pipe Channel,PROP.PIPE FLOW(OULET TO CULTECS) 8.0" Round Area=0.3 sf Perim=2.1' r=0.17' n=0.010 PVC, smooth interior 1.3 119 Total HOUSE WATERSHED (HOUSE, FRONT PORCH, STEPS, LEFT LANDING, AND AREAWAY) TOTAL ARI Hydrograph I I 0.28 I I I I I I I I I I I I -- �Runoff I I -- -- -- 0.26 cfs -- -- -- --+-- ------- -- -- --------p 'S--+-- I4 I -- -- 0.26 1""-h�- ��p Z46-hr -- -- --I-- -- --r --r- -- --+--r-- -- -- -- --r- 1- 0.24 -- -- -- - -- -- --+------------ y1"Ra�natl- f?"-- 0.22 --+-+--+--+-- ----+--+--+--+--+----+--+--+-------+--+--+--+--I--- 0.2 ' - Rllunoff Ar+eall=2,81133 sf --I--I--7--7--7 -I--7--7--T--7--I----7--7--T-----I---I--7 -T--7--I--- 0.18 ' ---------- I --- --I---I-- I --,--I-----Runoff llVQ1ume=171-cIf-- w 0.16 I I I I I I I I I I I I I I I I I I -I-- --+--+-- -------1!k--6 -ne-oth=x.271 c 0.14 LL 0.12 Flow Lenath:419'-- 0.1 T --II-+--+--+--+ --+-+--+--+--+--+----+--+--+--+--I q--11.3-rmn-- 0.08 I --I---I--it--it --� 0.06 y --I---I--�--1-- --1--J--1--L--L--I---I--�--1--L--1---I---I--1--L--L--I--- 0.04 --+-+--+--+-- -+-+--+--+-- -------+--+--+----------+--+--+--I--- 0.02 0Ar144 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 5BonwitRoad_propHouse Type ff124-hr 2 yr Rainfall=3.50" Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCADOO 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paye 8 Summary for Pond 2P: (10) CULTEC R-280HD UNITS Inflow Area= 2,833 sf,100.00%Impervious, Inflow Depth= 3.27" for 2-yr event Inflow = 0.26 cfs @ 12.02 hrs, Volume= 771 cf Outflow = 0.03 cfs @ 12.61 hrs, Volume= 771 cf, Atten=90%, Lag=35.7 min Discarded = 0.03 cfs @ 12.61 hrs, Volume= 771 cf Routing by Stor-Ind method,Time Span=0.00-48.00 hrs, dt=0.01 hrs Peak Elev=215.40'g 12.61 hrs Surf.Area=442 sf Storage=255 cf Plug-Flow detention time=70.4 min calculated for 771 cf(100%of inflow) Center-of-Mass det. time=70.4 min (820.6- 750.2) Volume Invert Avail.Storage Storage Description #lA 214.41' 392 cf 11.33'W x 39.00'L x 3.21'H Field A 1,418 cf Overall-437 cf Embedded=981 cf x 40.0%Voids #2A 214.9 P 437 cf Cultec R-28OHD x 10 inside#1 Effective Size=46.9"W x 26.0"H =>6.07 sf x 7.00'L=42.5 cf Overall Size=47.0"W x 26.5"H x 8.00'L with 1.00' Overlap Row Length Adjustment=+1.00'x 6.07 sf x 2 rows 830 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Discarded 214.41' 2.000 in/hr Exfiltration over Wetted area Conductivity to Groundwater Elevation=0.00' Discarded Outflow Max=0.03 cfs @ 12.61 hrs HW=215.40' (Free Discharge) L1=Exfiltration (Controls 0.03 cfs) 511onwitRoad_propHouse Type ff124-hr 2 yr Rainfall=3.50" Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCADOO 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paye 9 Pond 2P: (10) CULTEC R-280HD UNITS - Chamber Wizard Field A Chamber Model=Cultec R-280HD(Cultec Recharger®280HD) Effective Size=46.9"W x 26.0"H=>6.07 sf x 7.00'L=42.5 cf Overall Size=47.0"W x 26.5"H x 8.00'L with 1.00'Overlap Row Length Adjustment=+1.00'x 6.07 sf x 2 rows 47.0" Wide+6.0" Spacing=53.0" C-C Row Spacing 5 Chambers/Row x 7.00'Long+1.00'Row Adjustment=36.00'Row Length+18.0"End Stone x 2=39.00'Base Length 2 Rows x 47.0"Wide+6.0" Spacing x 1 + 18.0" Side Stone x 2= 11.33'Base Width 6.0" Base+26.5" Chamber Height+6.0" Cover=3.21'Field Height 10 Chambers x 42.5 cf +1.00'Row Adjustment x 6.07 sf x 2 Rows=437.2 cf Chamber Storage 1,418.1 cf Field-437.2 cf Chambers=980.9 cf Stone x 40.0%Voids=392.4 cf Stone Storage Chamber Storage+ Stone Storage= 829.5 cf=0.019 of Overall Storage Efficiency=58.5% 10 Chambers 52.5 cy Field 36.3 cy Stone 0 5BonwitRoad_propHouse Type ff124-hr 2 yr Rainfall=3.50" Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paye 10 Pond 2P: (10) CULTEC R-280HD UNITS Hydrograph I I 1 ■Inflow ----�--�--0.26 CfS ---I---I-----I---I-----I--�-----I--�-----I--�-_?__ ■Discarded 0.28 --1--+--1- --+--1--+--+--1--+--r--1--+--+--1--+--+--1--+--+-- 0.26 , 1 1 1 1 1 1 1 1 1 1 1 1 1 V I I I I I I I I I I I I I I I I I I I I 0.24 --1-- --1I--1--+ - 1--+--1--+-- --1--+-- Pleak l Ov`M-.40-- 7-- 022 0.2 '1 0.18 0.16 ,'1 --1--1--1---1--L --1--L--1--J--L--1--J--L--1--�--L--1--1--L--1--1--L-- 3 0.14 --1--T--1---1--T --1--T--1--7--T--1--T--r--1-- --r--1-- --r--1--T--r-- 0.12 '1 1 1 1 1 1 1 1 1 1 1 1 0.1 ' ----r--r--1--t --1--r--r-r--r--1--r--r--1--r--r--1--r--r--1--r--r-- 0.08 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0.06 --1--*--r--1--+ --1--r--1--r--r--1--r--r--r-r--r--1--*--r--1--*--r-- '' 0.04 0.03cfs - -- - --;- - --;- - --;- -- 0.02 o 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 5BonwitRoad_propHouse Type III 24-hr 10 yr Rainfall=5.00" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paye 11 Time span=0.00-48.00 hrs, dt=0.01 hrs,4801 points Runoff by SCS TR-20 method,UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S:HOUSE WATERSHED Runoff Area-2,833 sf 100.00%Impervious Runoff Depth-4.76" Flow Length-119' Tc-1.3 min CN-98 Runoff=0.38 efs 1,125 of Pond 2P: (10)C ULTEC R-28OHD UNITS Peal-,Elev-215.91' Storage-418 cf Inflow-0.38 cfs 1,125 cf Outflow-0.03 cfs 1,125 cf Total Runoff Area=2,833 sf Runoff Volume= 1,125 cf Average Runoff Depth=4.76" 0.00% Pervious=0 sf 100.00% Impervious=2,833 sf 51tonwitRoad_propHouse Type III 24-hr 10 yr Rainfall=5.00" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 OO 2014 HydroCAD Software Solutions LLC Pale 12 ent 1S: HOUSE WATERSHED (HOUSE, FRONT PORCH, STEPS, LEFT LANDING, AND AREAWAY) TOTA Runoff = 0.38 cfs @ 12.02 hrs, Volume= 1,125 cf, Depth= 4.76" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span=0.00-48.00 hrs, dt=0.01 hrs Type Ill 24-hr 10-yr Rainfall=5.00" Area(sf) CN Description 2,833 98 Roofs,HSG B 2,833 100.00%Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 0.1 18 0.8335 4.54 Sheet Flow,PROP. SHEET FLOW(HOUSE ROOF) Smooth surfaces n=0.011 P2=3.50" 1.1 28 0.0001 0.42 0.13 Channel Flow,PROP. OPEN CHANNEL FLOW(GUTTER) Area=0.3 sf Perim= 1.5' r=0.20' n=0.012 Steel, smooth 0.1 68 0.0888 11.07 2.17 Pipe Channel,PROP.PIPE FLOW(LDR.DRAIN) 6.0" Round Area=0.2 sf Perim= 1.6' r=0.13' n=0.010 PVC, smooth interior 0.0 5 0.0100 4.50 1.57 Pipe Channel,PROP.PIPE FLOW(OULET TO CULTECS) 8.0" Round Area=0.3 sf Perim=2.1' r=0.17' n=0.010 PVC, smooth interior 1.3 119 Total HOUSE WATERSHED (HOUSE, FRONT PORCH, STEPS, LEFT LANDING, AND AREAWAY) TOTAL ARI Hydrograph -----I--7--r--r-----I--­­T--7 --7--7--T--------I--r--+--r--1--- 0.42 -----,-- -- -- 0.4i i i i i i i i i i i i i i i i i i i �Runoff - - -- -- 0.38 cfs -- -- - - - - -- -- - - -- -- - - ---- 0.38 ------------- - ---------------- --------------'- - _e1[fl 2 - �r 0.36 --'---'--�--1--L --1--J--1--1--L--1---'--J--1--L--1----s�'"-1--1--�--�- - 0.34 --+--i-- -- -- --+-+-- --+-- --+--i-- --1flTyr RQ111i11Q1IZJ.lUVi"-- 0.32 --r--i--7--rt--r ----7--rt--r--r--r----7--rt--t--r-------rt--r--r--i--- 0.3 j--�r----;--�--r ----;-- --T--�r--�r----;R� noffArea=2;833-s#- 0.28 --------�,-- --�, -----�,-- --------------�,-- --;---------- ----------- ------- -- ',-- n9ff Vfi��� -��17'�� _�- 0.26 --------'-- -- 6 F0.24 -----------' --'- ------------------------ n� = TT ',n-- 0.22 --1---1--J--1-- ----J--1--1--L--1---'-- -- �eh_i J_�--- LL th-11 94- 0.18 --r----7--r--r ----7--r--T--r--r--I--7--r--r--r----�-+-- --r--r--i--- 0.16 1 �Z -3-M ill- 0.14 ----r--r--r ----r--r--T--r--r----T--r--r--r--i-- i T 0.14 -------------- ---------- --------------------------------------- 0.12 ------- -- --'- ----------�-CN=98- 0.1 ------- --1--L ---- --1--1--L--1----- --1--L--1--------1--+--L--'--- 0.08 -------+--+-- ----+--+--+--+-------+--+--+----------+--+--+----- 0.06 ---- --1--+--r ---- -- --+--r-------1--+--+--r------- --+--r--i--- 0.04 --r- --7--r-- --7--r--T--r--r----7--r--r--r-------r--T--r--�--- 0.02 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 5BonwitRoad_propHouse Type III 24-hr 10 yr Rainfall=5.00" Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paye 13 Summary for Pond 2P: (10) CULTEC R-280HD UNITS Inflow Area= 2,833 sf,100.00%Impervious, Inflow Depth= 4.76" for 10-yr event Inflow = 0.38 cfs @ 12.02 hrs, Volume= 1,125 cf Outflow = 0.03 cfs @ 12.90 hrs, Volume= 1,125 cf, Atten=93%, Lag= 52.6 min Discarded = 0.03 cfs @ 12.90 hrs, Volume= 1,125 cf Routing by Stor-Ind method,Time Span=0.00-48.00 hrs, dt=0.01 hrs Peak Elev=215.91'g 12.90 hrs Surf.Area=442 sf Storage=418 cf Plug-Flow detention time= 117.1 min calculated for 1,124 cf(100% of inflow) Center-of-Mass det. time= 117.0 min (860.7- 743.7) Volume Invert Avail.Storage Storage Description #lA 214.41' 392 cf 11.33'W x 39.00'L x 3.21'H Field A 1,418 cf Overall-437 cf Embedded=981 cf x 40.0%Voids #2A 214.9 P 437 cf Cultec R-28OHD x 10 inside#1 Effective Size=46.9"W x 26.0"H =>6.07 sf x 7.00'L=42.5 cf Overall Size=47.0"W x 26.5"H x 8.00'L with 1.00' Overlap Row Length Adjustment=+1.00'x 6.07 sf x 2 rows 830 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Discarded 214.41' 2.000 in/hr Exfiltration over Wetted area Conductivity to Groundwater Elevation=0.00' Discarded Outflow Max=0.03 cfs @ 12.90 hrs HW=215.91' (Free Discharge) L1=Exfiltration (Controls 0.03 cfs) 511onwitRoad_propHouse Type III 24-hr 10 yr Rainfall=5.00" Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCADOO 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Pave 14 Pond 2P: (10) CULTEC R-280HD UNITS - Chamber Wizard Field A Chamber Model=Cultec R-280HD(Cultec Recharger®280HD) Effective Size=46.9"W x 26.0"H=>6.07 sf x 7.00'L=42.5 cf Overall Size=47.0"W x 26.5"H x 8.00'L with 1.00'Overlap Row Length Adjustment=+1.00'x 6.07 sf x 2 rows 47.0" Wide+6.0" Spacing=53.0" C-C Row Spacing 5 Chambers/Row x 7.00'Long+1.00'Row Adjustment=36.00'Row Length+18.0"End Stone x 2=39.00'Base Length 2 Rows x 47.0"Wide+6.0" Spacing x 1 + 18.0" Side Stone x 2= 11.33'Base Width 6.0" Base+26.5" Chamber Height+6.0" Cover=3.21'Field Height 10 Chambers x 42.5 cf +1.00'Row Adjustment x 6.07 sf x 2 Rows=437.2 cf Chamber Storage 1,418.1 cf Field-437.2 cf Chambers=980.9 cf Stone x 40.0%Voids=392.4 cf Stone Storage Chamber Storage+ Stone Storage= 829.5 cf=0.019 of Overall Storage Efficiency=58.5% 10 Chambers 52.5 cy Field 36.3 cy Stone 0 5BonwitRoad_propHouse Type III 24-hr 10 yr Rainfall=5.00" Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paye 15 Pond 2P: (10) CULTEC R-280HD UNITS Hydrograph --i--r--r--i--t--r--i--r--r-r--r--r-r--r--r-r--r--i--r--r--i--r--r-- ■Inflow 0.42 --'-- --'- 0.38 cf$ --'-----'--'-----'--'--'-- --'--'-- --'--'-- --'-- ■Discarded 0.4 ---+- ---i--+ ---+----+--+--i- - r - + 0.38 ----,--r----t ---- ---- --r---Inftow A� � ,8 3,s - 0.36 ------------- ------------------ 0.34 �' ------------- 0.32 Z ---- -------k ---- ---- -- ---- -- ---- -- ---- -- ---- -- -- 0.3 Sfv'I rig o,=* 8+Cf-- 028 ' --i--r--r--i--t --i--r--r-r--r--r-r--r--r-r--r--i--r--r--i--r--r-- 0.26 a 0.24 ---- -- ---- ---------- ---- - 0.22 --�--+--�---�--+ --�--+--�--+--+--�--+--r--�--+--r--�--+--+--�--+--r-- 0 0.2 ----r--r--i--t ----r--r-r--r----r--r--r-r--r----r--r----r--r-- LL 0.18 - - - - - - - - - - 0.16 0.14 -- -------+ ---- ---- -- ---- -- ------------- -- ---- -- -- 0.12 -_i--r--r--i--r -_i--r--i--r--r--i--r--r--r-r--r--i--r--r--i--r--r-- 0.1 - - - - - - - - - - - 0.08 --'-- -----'-- ------------------------------ 0.06 Z --1--1--L--1--1--L--1--1--r-- 0.04 0.03 cfs 0.02 o ---------- 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 5BonwitRoad_propHouse Type III 24-hr 25 yr Rainfall=6.00" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paye 16 Time span=0.00-48.00 hrs, dt=0.01 hrs,4801 points Runoff by SCS TR-20 method,UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S:HOUSE WATERSHED Runoff Area-2,833 sf 100.00%Impervious Runoff Depth-5.76" Flow Length-119' Tc-1.3 min CN-98 Runoff=0.45 efs 1,360 of Pond 2P: (10)CULTEC R-28OHD UNITS Peal-,Elev-216.29' Storage-537 cf Inflow-0.45 cfs 1,360 cf Outflow-0.03 cfs 1,360 cf Total Runoff Area=2,833 sf Runoff Volume= 1,360 cf Average Runoff Depth=5.76" 0.00% Pervious=0 sf 100.00% Impervious=2,833 sf 51tonwitRoad_propHouse Type III 24-hr 25 yr Rainfall=6.00" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 OO 2014 HydroCAD Software Solutions LLC Pale 17 ent 1S: HOUSE WATERSHED (HOUSE, FRONT PORCH, STEPS, LEFT LANDING, AND AREAWAY) TOTA Runoff = 0.45 cfs @ 12.02 hrs, Volume= 1,360 cf, Depth= 5.76" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span=0.00-48.00 hrs, dt=0.01 hrs Type Ill 24-hr 25-yr Rainfall=6.00" Area(sf) CN Description 2,833 98 Roofs,HSG B 2,833 100.00%Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 0.1 18 0.8335 4.54 Sheet Flow,PROP. SHEET FLOW(HOUSE ROOF) Smooth surfaces n=0.011 P2=3.50" 1.1 28 0.0001 0.42 0.13 Channel Flow,PROP. OPEN CHANNEL FLOW(GUTTER) Area=0.3 sf Perim= 1.5' r=0.20' n=0.012 Steel, smooth 0.1 68 0.0888 11.07 2.17 Pipe Channel,PROP.PIPE FLOW(LDR.DRAIN) 6.0" Round Area=0.2 sf Perim= 1.6' r=0.13' n=0.010 PVC, smooth interior 0.0 5 0.0100 4.50 1.57 Pipe Channel,PROP.PIPE FLOW(OULET TO CULTECS) 8.0" Round Area=0.3 sf Perim=2.1' r=0.17' n=0.010 PVC, smooth interior 1.3 119 Total HOUSE WATERSHED (HOUSE, FRONT PORCH, STEPS, LEFT LANDING, AND AREAWAY) TOTAL ARI Hydrograph --�---�--�--L--L--1--1--J--1--1--L--1---�--�--L--L--L--�---�--L--1--L--1--- 0.5 --r----r--r--r--r----r--r--T--r--r----r--r--r--r--r--i-- --T--r-- i--- Runoff 0.48 -- ---- -- 0.45 cfs -- --1--1--L--1 ---- --1--L--1 -------1--1--L--I--- 0.46 -- ---- -- -- -- --r--+-- ---- -- --r-- ------- --T-- - --- 0.44 ---- -- --�--� ---- --1--1--L------- --1--1--'-- -ype-'��'-2 � �- 0.42 --r--i--r--r--r --r-r--r--r--r--r--i--r--r--r--r--r--i--r--r--r--r-- --------- --� ---------------------'-- 0.4 - - 23�yr-Raiftf21 -fr.1001"-- 0.38 --r--i--r--r--r --i--r--r--r--r--r--i--r--r--r--r--i---i--*--r--r--r-- 0.3s --------- --'- -----li-- -- -----------Runufrea='2z8 -s - 0.34 -----+--+--+ ----+--+--+--+-------+--+--+----------+- +--+----- 0.32 --------,-- --, -----,-- --------,-- 0.3 --+-- -- --+--+-- -- r�Off b¢fgrrre_+'� $60- - 0.28 -- 0.26 J 1 1--1--L --�--Runoff Depth-5.76 --'---'- [,� ,j m C 0.24 --�i---- --7--r ---- --7--r--�r--�i-------7-FlO�w-Lenoth 11ag-- a 0.22 --1---1--J--1--L --'--J--1--+--L-----'--1--1 1 0.2 --r----r--r--r ----r--r--r--r--r----r--r--r----- ---r--r--r-.-r-- 0.18 -------1--1--L ----1--1-- '---'---'--------1--L-------F'C1-. A'=(�EIQ-- 0.16 --r----r--r--r ----r--r--+--r--r----r--r--r--r-------rt_�jrYi 31 0.14 ------- --1--� ----1-- ------------- --1--�--------�-- 0.12 -------+--+--+ ----+--+--+--+-------+--+--+----------+--+--+----- 0.1 ---�-- -- --� --�-- -- -- --------�-- -- -- --------�-- -- --�--�--- 0.08 ------- --1-- ---- --1--+-- ------- --1-- --1---1---1--1--+-- ----- 0.06 ----- -- -- 0.04 ------- --1-- - - --1--+--L------- --1-- --1---1---1--1--+-- ----- 0.02 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 5BonwitRoad_propHouse Type III 24-hr 25 yr Rainfall=6.00" Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paye 18 Summary for Pond 2P: (10) CULTEC R-280HD UNITS Inflow Area= 2,833 sf,100.00%Impervious, Inflow Depth= 5.76" for 25-yr event Inflow = 0.45 cfs @ 12.02 hrs, Volume= 1,360 cf Outflow = 0.03 cfs @ 13.00 hrs, Volume= 1,360 cf, Atten=93%, Lag= 58.7 min Discarded = 0.03 cfs @ 13.00 hrs, Volume= 1,360 cf Routing by Stor-Ind method,Time Span=0.00-48.00 hrs, dt=0.01 hrs Peak Elev=216.29'g 13.00 hrs Surf.Area=442 sf Storage=537 cf Plug-Flow detention time= 149.5 min calculated for 1,360 cf(100% of inflow) Center-of-Mass det. time= 149.4 min (890.2- 740.8) Volume Invert Avail.Storage Storage Description #lA 214.41' 392 cf 11.33'W x 39.00'L x 3.21'H Field A 1,418 cf Overall-437 cf Embedded=981 cf x 40.0%Voids #2A 214.9 P 437 cf Cultec R-28OHD x 10 inside#1 Effective Size=46.9"W x 26.0"H =>6.07 sf x 7.00'L=42.5 cf Overall Size=47.0"W x 26.5"H x 8.00'L with 1.00' Overlap Row Length Adjustment=+1.00'x 6.07 sf x 2 rows 830 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Discarded 214.41' 2.000 in/hr Exfiltration over Wetted area Conductivity to Groundwater Elevation=0.00' Discarded Outflow Max=0.03 cfs @ 13.00 hrs HW=216.29' (Free Discharge) L1=Exfiltration (Controls 0.03 cfs) 511onwitRoad_propHouse Type III 24-hr 25 yr Rainfall=6.00" Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCADOO 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Pave 19 Pond 2P: (10) CULTEC R-280HD UNITS - Chamber Wizard Field A Chamber Model=Cultec R-280HD(Cultec Recharger®280HD) Effective Size=46.9"W x 26.0"H=>6.07 sf x 7.00'L=42.5 cf Overall Size=47.0"W x 26.5"H x 8.00'L with 1.00'Overlap Row Length Adjustment=+1.00'x 6.07 sf x 2 rows 47.0" Wide+6.0" Spacing=53.0" C-C Row Spacing 5 Chambers/Row x 7.00'Long+1.00'Row Adjustment=36.00'Row Length+18.0"End Stone x 2=39.00'Base Length 2 Rows x 47.0"Wide+6.0" Spacing x 1 + 18.0" Side Stone x 2= 11.33'Base Width 6.0" Base+26.5" Chamber Height+6.0" Cover=3.21'Field Height 10 Chambers x 42.5 cf +1.00'Row Adjustment x 6.07 sf x 2 Rows=437.2 cf Chamber Storage 1,418.1 cf Field-437.2 cf Chambers=980.9 cf Stone x 40.0%Voids=392.4 cf Stone Storage Chamber Storage+ Stone Storage= 829.5 cf=0.019 of Overall Storage Efficiency=58.5% 10 Chambers 52.5 cy Field 36.3 cy Stone 0 5BonwitRoad_propHouse Type III 24-hr 25 yr Rainfall=6.00" Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCAD® 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paye 20 Pond 2P: (10) CULTEC R-280HD UNITS Hydrograph -----, --,-------------------------------------------------- ------ ■Inflow 0.5 --'-- --'- -- --'-- -- --'-- -- --'-- -- --'-- -- --'-- -- -- 0.45 CfS ■Discarded --I -- 0.48 ,� __�__��-_- � � �__�__-_ __�__�_ �_ --;-i �--,-- 121 , �� ----+-----'--+ --'-- ----+--+--- �+1r• ea= Iv 0.46 �� -�vl ��-- 0.44 --1-- 0.420.4 ----r--r--i--+ ----+----r--r--i--r ��i -------- ----- ------------------- 0.38 ----*--r--i--+ --i--r--r-r--r--i--r--r--r-r--r--i--r--r--i--*--r-- 0.36 --'---' --' --'--= --'-- ' -----'-- ' -------'---- tar a=-5-53� cif 0.34 - --r--r--i--t -ti--r----r--r----r--r----r--r-- ir --r----r--r-- 0.32 --------'-- '- -- '---'---'-- '---'---'---------------------'-----'--- 0.3 ----*--Ir--li--t --li--r--Ir- --r--li-- --r--Ir- --r--li--rt--r--li--*--r-- w 0.28 ----------'--- --'-- '---'-----------'--'---'---'--'---'---'--'--------'--- u 0.26 ----r--r--i--r ----r--r-r--r--r-r--r--r-r--r--r-r--r----r--r-- 0 024 --'-- -----'--- --'-- -----'-- -----'-- --'-- -- --'-- -- --'-- -- -- 1 0.22 ----r-------T ----r----r--r----r--r----r--r----r--r----r--r-- 02 --1--1-----'--1 --'--L--'--L--L--'--L--L----L--L----L--L-----1 L-- 0.18 ----r--r----T ----r----r--r----r--r----r--r----r--r----r--r-- 0.16 -'--+--+--'--+--+-- 0.14 - --r 0.12 --+-------+ ----+----+--+----+--+----+--+----+--+----+--+-- �'� 0.08 --+------- ----+----+--+----+--+----+--+----+--+----+--+-- 0.06 „ - --;- 0.03cfs - - - - - --;- - --;- - --;- -- 0.04 0.02 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 1S REMAININ AREA TO BE LEFT UNTREATED (GRASS, REAR DECK AND ST PS, AND PORTION OF FRONT WALKW Y) TOTAL AREA = 145891 .27 SQ. F . 2R WEST PROPERTY LINE (LINEAR DESIGN POINT) Subcat Reach on Link Routing Diagram for 5BonwitRoad_propRemainingArea Prepared by Vincent A. Massaro, P.E., Printed 6/10/2015 HydroCAD®10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC 5BonwitRoad_propRemainingArea Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCAD® 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Pa4e 2 Area Listing (all nodes) Area CN Description (sq-ft) (subcatchment-numbers) 13,965 61 >75%Grass cover,Good,HSG B (1S) 927 98 Unconnected pavement,HSG B (1 S) 14,892 63 TOTAL AREA 5BonwitRoad_propRemainingArea Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paze 3 Soil Listing (all nodes) Area Soil Subcatchment (sq-ft) Group Numbers 0 HSG A 14,892 HSG B 1S 0 HSG C 0 HSG D 0 Other 14,892 TOTAL AREA 5BonwitRoad_propRemainingArea Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD® 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Pasze 4 Ground Covers (all nodes) HSG-A HSG-B HSG-C HSG-D Other Total Ground Subcatchment (sq-ft) (sq-ft) (sq-ft) (sq-ft) (sq-ft) (sq-ft) Cover Numbers 0 13,965 0 0 0 13,965 >75%Grass cover,Good 1S 0 927 0 0 0 927 Unconnected pavement IS 0 14,892 0 0 0 14,892 TOTAL AREA 5BonwitRoad_propRemainingArea Type11124-hr 2 yr Rainfall=3.50" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Page 5 Time span=0.00-48.00 hrs, dt=0.01 hrs,4801 points Runoff by SCS TR-20 method,UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S:REMAININGAREA TO BE Runoff Area-14,892 sf 6.22%Impervious Runoff Depth-0.62" Flow Length-171' Tc-8.8 min UI Adjusted CN-62 Runoff=0.17 cfs 764 of Reach 2R:WEST PROPERTY LINE(LINEAR DESIGN POINT) Inflow-0.17 cfs 764 cf Outflow-0.17 cfs 764 cf Total Runoff Area= 14,892 sf Runoff Volume=764 cf Average Runoff Depth=0.62" 93.78% Pervious= 13,965 sf 6.22% Impervious=927 sf 511onwitRoad_propRemainingArea Type III24-hr2-yr Rainfa11=3.50" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 OO 2014 HydroCAD Software Solutions LLC Paee 6 [NG AREA TO BE LEFT UNTREATED (GRASS, REAR DECK AND STEPS, AND PORTION OF FRONT WY Runoff = 0.17 cfs @ 12.15 hrs, Volume= 764 cf, Depth= 0.62" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span=0.00-48.00 hrs, dt=0.01 hrs Type Ill 24-hr 2-yr Rainfall=3.50" Area(sf) CN Adj Description 13,965 61 >75% Grass cover, Good,HSG B 346 98 Unconnected pavement, HSG B 581 98 Unconnected pavement, HSG B 14,892 63 62 Weighted Average, UI Adjusted 13,965 93.78% Pervious Area 927 6.22% Impervious Area 927 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.4 80 0.0436 0.16 Sheet Flow,PROP. SHEET FLOW(GRASS) Grass: Dense n=0.240 P2=3.50" 0.4 91 0.0716 4.01 Shallow Concentrated Flow,PROP. SHALLOW CONC.FLOW (GRASI Grassed Waterway Kv= 15.0 fps 8.8 171 Total tEA TO BE LEFT UNTREATED (GRASS, REAR DECK AND STEPS, AND PORTION OF FRONT WALKW, Hydrograph ■Runoff 0.18 -----�--�-- 0.17 cfs --J--1--1--L--1---�--�--�--+--�---�---�--l--1--L--1--- 0.17 �ype �_�4hJr- --'---'---'------ -----'---'-- '---'---'---'---'---' -- '---' �� - 0.16 -------'---' --'- ----'---' --------------'---' -----'-- 0.15 -----------' --'- --'---'---' -----'---'------- --y' -Raknfak1=3.-5(YI � 0.14 0.13 _ - - -Ru'n-off'+A'rea-= a4;992s'f-- 0.11 -- ---- -- --r ---- -- --T--T-- -Rurvoff+ 61ume=/T64-c+f-- fN v 0.1 3: 0.09 -------+--+--+ ----+--+--+--+--+----+--+--+--+--+- -+--+-- -- LL 0.08 -------A--+--+ ---- -- --+---------- -- -, �rrgthrl l/ J-- 0.07 ---'-- -- -- --'-- -- -- --' -----'-- Flow 4e Il 0.06 -----'-- --1--L -'-- --1-----------'-- --1--L--1---'� � - -- 0.05 0.04 ------- -- --I'- ----I'-- -----------'-- -AdJ"t0-d',CN=62-- 0.03 -----------' --'- -'---'-- '---'---'---'----------------------------'--- 0.02 0.01 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 511onwitRoad_propRemainingArea Type ff124-hr 2 yr Rainfall=3.50" Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCADOO 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Pane 7 Summary for Reach 2R: WEST PROPERTY LINE (LINEAR DESIGN POINT) [40] Hint: Not Described(Outflow=Inflow) Inflow Area= 14,892 sf, 6.22%Impervious, Inflow Depth= 0.62" for 2-yr event Inflow = 0.17 cfs @ 12.15 hrs, Volume= 764 cf Outflow = 0.17 cfs @ 12.15 hrs, Volume= 764 cf, Atten=0%, Lag=0.0 min Routing by Stor-Ind+Trans method, Time Span=0.00-48.00 hrs, dt=0.01 hrs Reach 2R: WEST PROPERTY LINE (LINEAR DESIGN POINT) Hydrograph � � � � � � � � � � � � � � � � � � ■Inflow --�--+--+- --�--+--+--+--�--+--+--�---I--+--+--�--+--+--�---�-- ■Outflow 0.18 0.17 cfs 0.17 -- +--+- --' -- --' -- in o�v-Arre 0.16 0.15 0.14 I I I I I I I I I I I I I I I I I I I 0.13 ----+--+--I-- -+-+--+--+--+-+--+--+--+-+--+--+-+--+--+--+--I-- 0.12 0.11 in ----+--+--I-- -+----+--+--+----+--+-------+--+----+--*-----I-- 0.1 3 0.09 o ----+--+---- -+----+--+--+----+--+--+-+--+-------+--+------- LL 0.08 0.07 0.06 0.05 0.04 -1---I--+- - 0.03 0.02 0.01 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 5BonwitRoad_propRemainingArea Type III 24-hr 10 yr Rainfall=5.00" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Page 8 Time span=0.00-48.00 hrs, dt=0.01 hrs,4801 points Runoff by SCS TR-20 method,UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S:REMAININGAREA TO BE Runoff Area-14,892 sf 6.22%Impervious Runoff Depth-1.44" Flow Length-171' Tc-8.8 min Ul Adjusted CN-62 Runoff=0.48 cfs 1,785 of Reach 2R:WEST PROPERTY LINE(LINEAR DESIGN POINT) Inflow-0.48 cfs 1,785 cf Outflow-0.48 cfs 1,785 cf Total Runoff Area= 14,892 sf Runoff Volume= 1,785 cf Average Runoff Depth= 1.44" 93.78% Pervious= 13,965 sf 6.22% Impervious=927 sf 511onwitRoad_propRemainingArea Type III 24-hr 10 yr Rainfall=5.00" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 OO 2014 HydroCAD Software Solutions LLC Paee 9 [NG AREA TO BE LEFT UNTREATED (GRASS, REAR DECK AND STEPS, AND PORTION OF FRONT W7 Runoff = 0.48 cfs @ 12.14 hrs, Volume= 1,785 cf, Depth= 1.44" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span=0.00-48.00 hrs, dt=0.01 hrs Type Ill 24-hr 10-yr Rainfall=5.00" Area(sf) CN Adj Description 13,965 61 >75% Grass cover, Good,HSG B 346 98 Unconnected pavement, HSG B 581 98 Unconnected pavement, HSG B 14,892 63 62 Weighted Average, UI Adjusted 13,965 93.78% Pervious Area 927 6.22% Impervious Area 927 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.4 80 0.0436 0.16 Sheet Flow,PROP. SHEET FLOW(GRASS) Grass: Dense n=0.240 P2=3.50" 0.4 91 0.0716 4.01 Shallow Concentrated Flow,PROP. SHALLOW CONC.FLOW (GRASI Grassed Waterway Kv= 15.0 fps 8.8 171 Total tEA TO BE LEFT UNTREATED (GRASS, REAR DECK AND STEPS, AND PORTION OF FRONT WALKW, Hydrograph ----------�I--�--�--'--- ■Runoff 0.5 0.48 cfs 0.45 0.4 - - -- - - - -R-uhoff-Area�11'4,892-s#- 0.359I"m0=111,78$ 1} Q ��"ngr ! 511onwitRoad_propRemainingArea Type III 24-hr 10 yr Rainfall=5.00" Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCADOO 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Pave 10 Summary for Reach 2R: WEST PROPERTY LINE (LINEAR DESIGN POINT) [40] Hint: Not Described(Outflow=Inflow) Inflow Area= 14,892 sf, 6.22%Impervious, Inflow Depth= 1.44" for 10-yr event Inflow = 0.48 cfs @ 12.14 hrs, Volume= 1,785 cf Outflow = 0.48 cfs @ 12.14 hrs, Volume= 1,785 cf, Atten=0%, Lag=0.0 min Routing by Stor-Ind+Trans method, Time Span=0.00-48.00 hrs, dt=0.01 hrs Reach 2R: WEST PROPERTY LINE (LINEAR DESIGN POINT) Hydrograph -----'-- ' - ---- -- ' ------- -- ' -----'I-- ------- --' -----'-- ■Inflow 0.I 48 cfs I ■Outflow 0.5 -polo-Are4=1141;892-S - I I I 0.45 ----------'- --'---'---'-- '---'---'---'--'---'---'---' --'---'---'--'---'---'-- I I I I I I I I I I I I I I I I I I I I I I 0.4 ,I --Ir--r--r r-- rrr-- r--r--r-- rr-- r--r--r -- I I I I I I I I I I I I I I I I I I I I I I 0.35 --'-- --L--'- -- --'-- --1--L--1--L--L--1---1--1--L----L--L--1---1-- I I I I I I I I I I I I I I I I I I I I I I w 0.3 -1- I I I �I Ir--r--r -r- Irrr--I--r--r I I rr--Irr--r-- I = I I I I I I I I I I I I I I I I I I I I I O 0.25- 0.2- 0.15 .250.20.15 ----L--L--- - ----L--+--L----L L-----I-- -------L--L-----I-- 0.1 --�-- -- --I- --I-- -- -----�-- -----I-- -----I-- -- -----1-- 0.05 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 5BonwitRoad_propRemainingArea Type III 24-hr 25 yr Rainfall=6.00" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paye l I Time span=0.00-48.00 hrs, dt=0.01 hrs,4801 points Runoff by SCS TR-20 method,UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S:REMAININGAREA TO BE Runoff Area-14,892 sf 6.22%Impervious Runoff Depth-2.09" Flow Length-171' Tc-8.8 min UI Adjusted CN-62 Runoff-0.73 cfs 2,594 of Reach 2R:WEST PROPERTY LINE(LINEAR DESIGN POINT) Inflow-0.73 cfs 2,594 cf Outflow-0.73 cfs 2,594 cf Total Runoff Area= 14,892 sf Runoff Volume=2,594 cf Average Runoff Depth=2.09" 93.78% Pervious= 13,965 sf 6.22% Impervious=927 sf 511onwitRoad_propRemainingArea Type11124-hr 25 yr Rainfall=6.00" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 OO 2014 HydroCAD Software Solutions LLC Pale 12 [NG AREA TO BE LEFT UNTREATED (GRASS, REAR DECK AND STEPS, AND PORTION OF FRONT W7 Runoff = 0.73 cfs @ 12.13 hrs, Volume= 2,594 cf, Depth= 2.09" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span=0.00-48.00 hrs, dt=0.01 hrs Type Ill 24-hr 25-yr Rainfall=6.00" Area(sf) CN Adj Description 13,965 61 >75% Grass cover, Good,HSG B 346 98 Unconnected pavement, HSG B 581 98 Unconnected pavement, HSG B 14,892 63 62 Weighted Average, UI Adjusted 13,965 93.78% Pervious Area 927 6.22% Impervious Area 927 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.4 80 0.0436 0.16 Sheet Flow,PROP. SHEET FLOW(GRASS) Grass: Dense n=0.240 P2=3.50" 0.4 91 0.0716 4.01 Shallow Concentrated Flow,PROP. SHALLOW CONC.FLOW (GRASI Grassed Waterway Kv= 15.0 fps 8.8 171 Total tEA TO BE LEFT UNTREATED (GRASS, REAR DECK AND STEPS, AND PORTION OF FRONT WALKW, Hydrograph 0.8 Runoff 0.7c 0.75 3 cfs ---- -- 11 0.7 VType l IH 12- -1�r- 0.65 -----'-- --4--r --I-- --4--+--r--I----- --25TYr_RearAa11_=;6.G "-- 0.6 ----------il -- ----------------i 1 1 1 - -Ru ho'ff-Area�=14-892-sf- 0.55 ----_--,---- ---r ----J--1--1-- ---I--liI- I I - I I I 1 7 I I 1 0.5r- r- T- rr -ff,iiii9in =2� 4_ -- 0.45 ---------- --r ------- --+-------------Runoff De�th�2:�9i��-- 0.4 o -----'- - -- --r ---- -- --+--r------- -- - t6w'tencth=171h-- LL 0.35 -----------' --'- --'---'---' -- '-------------------------�------- - Tr nn-- 0.3 --r----,--r--r --Ir- -- --r--r--r----,--r--r--Ir--Ir- irt?�. ��J-- 0.25 ---- -- --�--� ---- -- -- -- -------�--� r ��ll� AdEjusiad CNrf2- 02 - ---- -- -- - -- -- --T ---'-- -- -- - -- -- -- - --'--- 0.15 --r--i--r--r--r -i--r--r--+--r--r--i--r--r--r--r--i---i--r--+--r--r-- 0.1 ---- -- --1--r -- --L-- --'----- --1--L-- ------- --L--r--'--- 0.05 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 511onwitRoad_propRemainingArea Type III 24-hr 25 yr Rainfall=6.00" Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCADOO 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Pave 13 Summary for Reach 2R: WEST PROPERTY LINE (LINEAR DESIGN POINT) [40] Hint: Not Described(Outflow=Inflow) Inflow Area= 14,892 sf, 6.22%Impervious, Inflow Depth= 2.09" for 25-yr event Inflow = 0.73 cfs @ 12.13 hrs, Volume= 2,594 cf Outflow = 0.73 cfs @ 12.13 hrs, Volume= 2,594 cf, Atten=0%, Lag=0.0 min Routing by Stor-Ind+Trans method, Time Span=0.00-48.00 hrs, dt=0.01 hrs Reach 2R: WEST PROPERTY LINE (LINEAR DESIGN POINT) Hydrograph --I---I--�-------------I--�__�__�--I--�__�__�--I--�__�--I--�__�__� I ■Inflow I 0.8 ----II----��-I-----r-0.-73 cfs -------I----�--r-----�-----I--I�--r-----i--------1---i-----I1---�--r--i--I -- ■Outflow 0.75 4;832-sf -- n w- heol1- 0.7 V I I I I I I I I I I I I I I I I I I I I 0.65 ----I--, ------- I--- -----I--,--------r ----r--r r--I-- 0.6 --I--�--i--I- --�--I--�--1--L--1--1--L--1---1--1--L--1--1--L--1---I-- 0.55 0.5 N ----1--T--I- --1----1--r--1----1--r-------T--1----1--1--I--I-- 0.45 3 0.4 o ----r--i--'-- - --'-- --i--r---- --r------- ------- --r-----'-- LL 0.35 --I--y--+--r -r--I--y--t--r--I--y r--r--I--t--r--I--�--r--r--I-- 0.25 �'I 1 1 1 0.2 --1--J--1--I- -�--I--�--r--�--I- �--I---I--�--I---I--1--L--1---I-- --1---1-- 0.15 0.1 --1--I--r--li --- --r--1r--1- -li--li-- --11--1i--7--r--1 --li-- 0.05 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) A v y NEW Y F MAS O��• co Vincent A. Massaro, P.E. « xA 21 Hillbright Tern Yonkers,NY 10703 Cell: (914)419-8045 sF 084931 Fax: (914) 831-9591 OAR0FESS\0 Email: Vmass73882@aol.com PROJECT REPORT 6/10/15 (revised 7/14/15) PROJECT LOCATION: 5 BONWIT ROAD RYE BROOK,NEW YORK 10573 WESTCHESTER COUNTY Section: 135.42 Block: I Lot: 41 CLIENT: Malek Samad 23 Buckout Road West Harrison,New York 10604 OVERVIEW: The existing property located at 5 Bonwit Road, consists of a total area of 22,275 square feet. The building foot print of the proposed home is 3,438.39 square feet including the rear deck, area way, front covered porch, and all landings and steps. The proposed residence will be serviced by public water supply and sanitary sewer. The residence and associated improvements within the property's limits have been designed to provide a zero net increase in the amount of storm water discharging from the property for a 25-year,24-hour storm event. STEEP SLOPES: The property was evaluated using the steep slopes criteria listed in the current Village of Rye Brook zoning code and the analysis revealed the following: Total Lot Area=22,275 ft- Total Proposed Site Disturbance= 21,313.80 ft' Description: Existing Areas ft- Proposed Disturbance ft Non-steep slopes < 15% 17,883.18 16,921.98 Moderate steep slopes 3,991.79 3,991.79 (15%-25%) Very steep slopes 285.00 285.00 (25%- 35%) Extreme steep slopes > 35% 115.03 115.03 Totals: 22,275.00 21,313.80 FEE� U- I, +' FJUL 21 1 pUbLIC p v SANITARY SERVICE CONNECTION: The residence will be connected to the existing sanitary service lateral that serviced the existing residence. The existing portion of the service lateral from the proposed point of connection to the public sanitary main in Bonwit Road will be inspected by means of CCTV to verify the condition prior to final connection. WATER SERVICE CONNECTION: The residence will be connected to the existing water service curb valve previously installed adjacent to the south property line. The ser;ice from the house will be connected to the existing curb valve. The Plumbing Contractor shall verify, at the time of construction, that the lateral from the curb box to the public water main in Bonwit Road is in good working condition. STORM WATER MANAGEMENT: Pre-Development Conditions: The site consists of several structures and features that are to be demolished and removed prior to construction of the proposed residence and associated improvements. The following is a list of existing structures and features and their respective areas of impervious surface: - House, front porch,garage, landings, and steps—3,217.95 Sq. Ft. - Front walkway—266.79 Sq. Ft. - Asphalt and concrete driveway— 1,688.77 Sq. Ft The above sum of existing impervious surfaces located entirely within the property limits is 5,173.51 square feet. To model the existing conditions of the site, as per Village of Rye Brook Code, the entire lot (22,275 Sq. Ft.) was evaluated using a runoff curve number of 61 and a time of concentration of 9.0 minutes, taking no credit for the existing impervious surfaces. A hydrological analysis of the property in this state revealed that the net runoff from the site is 1.03 ft3/sec during a 25-year,24-hour storm event. Post Development Conditions: The following is a list of the proposed improvements to be constructed on the property and their respective impervious surface areas(the runoff from these areas will be treated): - House,garage, front covered porch,steps and landing of basement access and areaway—2,833.44 square feet - Asphalt driveway— 1,808.95 square feet - Front walkway—376.00 square feet The sum of these proposed impervious surfaces is 5,018.39 square feet. To control the runoff from the proposed residence, including the garage, front covered porch, steps and landing at the basement entrance, and areaway,the water will be directed to ten (10)underground CULTEC R-280HD units that will be located in the west side yard. To control the runoff from the proposed asphalt driveway,the water will be directed to an additional eight (8)CULTEC R-280HD units that will be located in the front yard. These two systems have been designed to detain the runoff, from a 25-year,24-hour storm event, from the respective areas and infiltrate the water back into the soils. The remaining areas(grass areas, rear deck, and portion of the front walk—Total Area of 14,891.27 Sq. Ft.) of the lot will be permitted to discharge untreated runoff as per pre-construction conditions. This remaining area was evaluated using a runoff curve number of 63 and a time of concentration of 8.8 minutes. A hydrological analysis of the property in its proposed state revealed a peak net runoff from the site of 0.73 ft3/sec during a 25-year,24-hour storm event; a decrease of 0.30 ft3/sec from the pre-development condition. 2 v r PROPOSED ON-SITE TREE REMOVALS: (* -tree removal added as per 7/9/15 comments) Survey Designation# Type Diameter as Measured 4' Above Existing Grade 1 White Pine 24" 2 Blue Spruce 11" 3 Cam erdown Elm 15" 4 Norway Maple 21" 5 Norway Maple 25" 6 Norway Maple 18" 9 Norway Maple Il" 10 Norway Maple 18" 11 Norway Maple 16" 12 Pine 10" 13 * Norway Maple 17" 16 White Cedar 22" 17 Ailanthus 12" 18 Norway Maple 19" 19 Wild Cherry 8" PROPOSED FOOTING DRAIN PUMP SYSTEM: Due to the proposed residence having a finished basement slab set at elevation 218.00, conventional gravity discharge footing drains are not feasible as this proposed elevation is below finished grade. To resolve this,the discharge from the footing drains will be directed to a pump chamber containing a duplex system of 1/3 horsepower sump pumps. The water will be pumped up to a precast concrete junction box and directed to a system of two(2)underground CULTEC R-280HD units. The system has been designed to percolate the water back into the soils away from the structure. An emergency overflow has been incorporated into the design of this system by means outlet pipe connected to a free draining composite catch basin. SITE GRADING: The site naturally slopes from east to west and contained a retaining wall in the rear (northern)yard to maintain the slope. The proposed grades"smooth"the site and allow for a complete removal of the existing retaining wall in the rear yard creating a more aesthetic and useable rear yard. To satisfy the concern brought up at the July 91h Planning Board meeting, regarding possible storm water runoff from exiting the site onto the adjacent property along the west property line, an earthern berm is proposed. The berm was established along the western property line and will effectively divert flow from the rear, front and a majority of the west side yard away from the neighboring property. RIGHT-OF-WAY ENCROACHMENT: Another issue addressed on the revised plans is the removal of the low proposed dry laid stone retaining wall on the east side of the proposed driveway. The portion of wall shown in the right-of-way on the initial submission was removed and is now wholly located on the property. The area was regraded to account for this removal. 3 R-15-423 T pographic 5...y of Tar Lat 41,Black 1 Sec 135.42 L,the tox o✓seh✓ement 1 1✓f me r w✓4t Bye, RICHARD J.DOMATO Si',_ in The✓Cage of Rye Brook SEC.13542 5EC 13542 SEC 13543 LAND SURVEYOR F—✓fRya, BLocK 1 BLOCK 1 BLOCK I Chase Bunk Budding Westchester Co un ty,N—York TAX LOT 5.93 TAX LOT 5.12 TAX LOT 5.11 22\1'.F,11L SW--R,,,,,401 N/F Or.JEFFREY JABLON NIT NL N/F GARY LOW ML\--,V.Y.10550 Bate:Apar zs,zols 5-1,:1"=15 ES1ERN S82oR'0o"E (914)867-0565 a 0 165.00" —0 0. ov BI � T.Y".'S.LIC IVo.049418 ©e� Bw]iont�s mr�aer. au W�3' SEC 135.42 - SEC_l35 42 BLOCK 1 - A SEC-13543 BY FAX LOT GW 1 4 I L11I BLOCK W al eos ® - ry��/°ow H N/F MICHAEL A.40ELLMAN Na Ma/e L s4 TAX LOT 1 ® N/F ANN M CAMPBELL .es 121 —02 119.0 21/2 St,,,, Frame 4 r `� u X05 O sto sw. RC „m 'Swry n'�rMw;e an_4L Nci3 I� , 1 R aaae j 22111 6 m Ih £° O 1 E n a rra rr �re \� .re.e BI000 4 os) 2011 .N rMo + st .rss 117 22 11 21898'1 ecz &711 a mom c aM„ n opo om e 2a. N82'9µ00W W w w 165.30' w d + '1 + ?k112P1 09 W 5 5 224]4 5 5 S yM RIN 212 �INV 21191 �5b101 ONWIT_"1 21''7ROAD w o� w� ne'Y'",sue„ �,o; oum LOCATION UAT R-15-a13 Vincent A. Massaro, P.E. 21 Hillbright Terr. Yonkers, NY 10703 Cell: (914) 419-8045 Fax: (914) 831-9591 Email: Vmass73882(cr�,aol.com PROJECT REPORT (6/10/15) PROJECT LOCATION: 5 BONWIT ROAD RYE BROOK, NEW YORK 10573 WESTCHESTER COUNTY Section: 135.42 Block: 1 Lot: 41 CLIENT: Malek Samad 23 Buckout Road West Harrison, New York 10604 OVERVIEW: The existing property located at 5 Bonwit Road, consists of a total area of 22,275 square feet. The building foot print of the proposed home is 3,438.39 square feet including the rear deck, area way, front covered porch, and all landings and steps. The proposed residence will be serviced by public water supply and sanitary sewer. The residence and associated improvements within the property's limits have been designed to provide a zero net increase in the amount of storm water discharging from the property for a 25-year, 24-hour storm event. STEEP SLOPES: The property was evaluated using the steep slopes criteria listed in the current Village of Rye Brook zoning code and the analysis revealed the following: Total Lot Area=22,275 ft' Total Proposed Site Disturbance= 21,313.80 ft2 Description: Existin Areas ft2Proposed Disturbance ft2 Non-steep slopes < 15% 17,883.18 16,921.98 Moderate steep slopes 3,991.79 3,991.79 (15%- 25%) Very steep slopes 285.00 285.00 (25%- 35%) Extreme steep slopes (> 35%) 115.03 115.03 Totals: 22,275.00 21,313.80 1 SANITARY SERVICE CONNECTION: The residence will be connected to the existing sanitary service lateral that serviced the existing residence. The existing portion of the service lateral from the proposed point of connection to the public sanitary main in Bonwit Road will be inspected by means of CCTV to verify the condition prior to final connection. WATER SERVICE CONNECTION: The residence will be connected to the existing water service curb valve previously installed adjacent to the south property line. The service from the house will be connected to the existing curb valve. The Plumbing Contractor shall verify, at the time of construction, that the lateral from the curb box to the public water main in Bonwit Road is in good working condition. STORM WATER MANAGEMENT: Pre-Development Conditions: The site consists of several structures and features that are to be demolished and removed prior to construction of the proposed residence and associated improvements. The following is a list of existing structures and features and their respective areas of impervious surface: - House, front porch, garage,landings, and steps—3,217.95 Sq. Ft. - Front walkway—266.79 Sq. Ft. - Asphalt and concrete driveway— 1,688.77 Sq.Ft The above sum of existing impervious surfaces located entirely within the property limits is 5,173.51 square feet. To model the existing conditions of the site, as per Village of Rye Brook Code, the entire lot (22,275 Sq. Ft.) was evaluated using a runoff curve number of 61 and a time of concentration of 9.0 minutes, taking no credit for the existing impervious surfaces. A hydrological analysis of the property in this state revealed that the net runoff from the site is 1.03 ft3/sec during a 25-year,24-hour storm event. Post Development Conditions: The following is a list of the proposed improvements to be constructed on the property and their respective impervious surface areas (the runoff from these areas will be treated): - House, garage, front covered porch, steps and landing of basement access and areaway—2,833.44 square feet - Asphalt driveway— 1,808.95 square feet - Front walkway—376.00 square feet The sum of these proposed impervious surfaces is 5,018.39 square feet. To control the runoff from the proposed residence, including the garage, front covered porch, steps and landing at the basement entrance, and areaway, the water will be directed to ten (10)underground CULTEC R-280HD units that will be located in the west side yard. To control the runoff from the proposed asphalt driveway,the water will be directed to an additional eight (8) CULTEC R-280HD units that will be located in the front yard. These two systems have been designed to detain the runoff, from a 25-year,24-hour storm event, from the respective areas and infiltrate the water back into the soils. The remaining areas (grass areas,rear deck, and portion of the front walk—Total Area of 14,891.27 Sq. Ft.) of the lot will be permitted to discharge untreated runoff as per pre-construction conditions. This remaining area was evaluated using a runoff curve number of 63 and a time of concentration of 8.8 minutes. A hydrological analysis of the property in its proposed state revealed a peak net runoff from the site of 0.73 ft3/sec during a 25-year, 24-hour storm event; a decrease of 0.30 ft'/sec from the pre-development condition. 2 PROPOSED ON-SITE TREE REMOVALS: Survey Designation# Tvne Diameter as Measured 4' Above Existing Grade 1 White Pine 24" 2 Blue Spruce 11" 3 Cam erdown Elm 15" 4 Norway Maple 21" 5 Norway Maple 25" 6 Norway Maple 18" 9 Norway Maple 11" 10 Norway Maple 18" 11 Norway Maple 16" 12 Pine 10" 16 White Cedar 22" 17 Ailanthus 12" 18 Norway Maple 19" 19 Wild Cherry 8" PROPOSED FOOTING DRAIN PUMP SYSTEM: Due to the proposed residence having a finished basement slab set at elevation 218.00, conventional gravity discharge footing drains are not feasible as this proposed elevation is below finished grade. To resolve this, the discharge from the footing drains will be directed to a pump chamber containing a duplex system of 1/3 horsepower sump pumps. The water will be pumped up to a precast concrete junction box and directed to a system of two (2) underground CULTEC R-280HD units. The system has been designed to percolate the water back into the soils away from the structure. An emergency overflow has been incorporated into the design of this system by means of a level spreader. 3 • Vincent A.Ma7110703 SITE LOCATION 2l kers,ighYoukcrs,NPhouc(914) ecec .135.42 135.42 ec.1 M 43 s block 1 s tlock 1 s block 1 - tax IM 5.13 Z.,5.12 tax lot 5.11 r4 Er,lenrey lablon n/f neil stern bh 8ary low Vincent A,Macs o,P.E. 63 LOCATION MAP (N.T.S.) A.T.._�.e_L,_1R.DH,-,31 58209fl0E ao\ e�n fifi MNkw.e w.. I SURVEY OBT_9INED FROM: 1.,•.,NR I RICHARD J.DOD4AT0 id,�'- IT R / sec.135.42 � � � ` uT ec,135.43 S 1 V U �G block 1 v� Mao, / lot area:6.6887 ae � �v��=v a block 1 I use.wFrno�c Ivs rouseuc n r 1xlot40 /' / 22,275 f4 ,,q� tax1.1 Mr VF It Nfh,111 RIA1, n/f mlcbael a.kelI EDI d S 1 111,) `a e nm ann m.Campbell `V PHONE.91-17-0565 ec1,5.42•dock 1a T 1ot 41 D.1TFD_AVRIL 29,2615 / I Q ENGINEER NOT �I ° I � O� ENGAGED FOR okE TkE No, �� CONSTRUCTION i % I Q SUPERVISION o �xF AND/OR 1 ,R ®. INSPECTION. a°Im ,. 0 E�D T�9 .,��. ,,rte ` d, — O i15 N626 ow `. — — 21ll3 1 — OPAN-S CR AO NE �\ d • s s s s s s No. ReJeion/Issue Date NGNEER SUPERInS FCRI"A auD EU"SNG NEEz ` on.n m. BOWIT ROAD li EXISTING COND1T10NS EDR=AME Al REw�RED. AND HE III EHE�A�PA.EDH A��NSAEDT�TNs DND FEES ( PLAN T'E TRADM11AND aDDDDNrAADTEeR EE THE w'Rk III ND��D�NADFN IF ALL P_HT�DNs. THE�,ENERAL "TS ANO CN TLE ,D�.RR_ T—D�EDREEANUED T9 THE ARll T /EE;lNEER"-IRE 3"`" PR)POSED RESIDENCE —MEN45 BON W IT ROAD 'T THE 111 11 HE sraLL eE aESvrnse�EOH THE HEMovAF of uF IEeaa oN n FT RYI;BROOK,NY 10573 DAILY encsTHE�NTRA MHA BE SLC.:131.42 ULOCIS:I LOT:41 MA_AS nND E'UivMENT To eE�NSTnuED E aHDrEcnan Ano wAaEHouTiND or ILL LONL:R-12 THE 06NT—T HALL PRIR T—,AND 8R I —E ALL DUIe NG ecrvsTRUcncN. TwcTn..DHERE To ALL APPUCAD�E 1.x1.A.REeUFATioNs MR.MALEIC SAMAU NMT 423 LUCKOU'I'ROAD S Tc WEST HARRISON.NY 10604 -ELLEO—11DIDILLY IAL—I'll AN LLE--1�D NIT EEECRED a.THE MANUEADNRER I A DNE,EAR TEM.D, ��E�R�E FONDER. 6/9/15 D AND FA.DUT TE 1-1110 REI IIN11 D.D 9 E AR�NEDTE i =20' 1:0 F 9 DESDNADDN 9E TREED D.ETHEA3. VA M Vincent A.Massaro,P.E. 21 Hillbright Terr. Yonkers,1NY 10703 Phone:(914)419-8045 ¢.135ec5M .42 .132 ¢.135.43 Vincent A.Mas o,P.E. s block 1 s block 1 s block 1 V.l....P.E.Lac.Nv 1049.34 tax lot 5.13 tax lot 5,12 tax lot 5.11 n/fdr.IeHrey lablon nlf nell stern n/f garylow se ME/sei2c TM)_ 11 - - INLI DESCRIPTION OF SOIL.E\COCNTEHED IN TEST HOLES PERFORIED ON 6/2/15 i • � ac ar E c.F ) >'M IM.riil iHFblfikt lY_ 0 I.SO _. ,_ c — — °�"•, ^,• e on.co m1 o-FILLNo e—SlTs .a _ ,. 1165a s 3 Y' ( [s:� 5 V.. .TS miM1ou•M1a m�su,c ( '.R ) 1 p1�"exp 2110D"I'0 PNIH(( ( (1 SIL_S>N>(_.L4}_G / r I—ry 6"-14" GH'I CO —SANDSW SOME SIL'.'S Vi r r 5.135.42 ssv©w 3 \�� —.135.43 (\-O<ROtllll✓T11--NTFRCD) voFK[rA Ic,ATIa aw.tH- blockl .y Iotarea:0.0att]acres — i='fru,,. blockIENGINEER NOT tax / / (222]5 s9�fl.) / / 29— n/I annan!ca"""—W 1TSP. 36 4 IOV.11) C)_11.Y SANDS w/CO S. I ANN CLAYS nR micM1ae- k a. Nlman s y sec.135.42 Dlock 1 ✓ � tax lot 01 . I ICAD NDWATCM ENC OINTERED di 55FEORI EXISL GE.ID ELEC) ENGAGED FOR 0t PGR D1 T1�,TrS,PER.DRMED 6a 5 CONSTRUCTION cwckn_nE ERcoDwltoN o O1 SUPERVISION 2 STCRI FRnnnE IC 1 �.© I 1 II 2 STOftv FRnrnE u0. HOL£p RENO START STOP 1 IEl :HES S [.ell) ( _VIINJ AND/OR "" - INSPECTION. Q ,o o v '�br ueoi• QzsO o.. — 1'-2 2 1:203 1:30 30 29 30 1 30.00 I /I o cn.s�arQ®is o.o�Q® uPru / 1 1 P-2 3 1 ii 2:2] 30 30 31 1 39.00 rl 3 O D emits ' � /\ r f c 218.98 No. R I SOIL TESTING PLAN r BAWIT ROAD RR)POSED RESIDF.NCF #5 BUN W IT ROAD RY F.BROOK,Nl10572 SEC.:135.42 BLOCK:I LOT:41 zo LONL:R-12 34 i zz w� u NIR.AIALEK SAMAD #23 BUCKOLIT ROAD WLST HARRISON.NY 10604 6/9/15 i�"=20' 2 OF 9 VAM Vincent A.MaJE. 2l Hi1lGrighYookcrs,NPhone(914) DIANNET10N NOTED- CGNHOO TOR SIIALL(NVA PLY WITH ALL APPLE AELL EUILDLNG CODE AND O-S.H_ ISJOHLALIONS WHILE DLMOLISHMG ENI;OR 1HEA—C, ANY L_NICTINC STRIR-TI:RES G11 1 - CNTRACTOR SHALL V ERIPY TILAT ALL,TILITEL AFANY.SE-1,LNG STING STRI:CTURIN ARI:PROPIIRI.V AIiANDONLD PRIOR TO TION_ CGNTR ACTOR TO OBTAIN AIJ_REQUIRM I.00AI�STATR�4ND/OR IRDRAAI RA CU MMIINCINC DIJNOIJTIOV. AS IDISf IRI111D DURING IN N101.I'11()N SIIAI I.Ii I.'IORS011.11D AND ec.195.42 ec,136.42 ec.195.49 FIT lAlI Lh II. "ORR IO 1RARII.YS I.I/L IIIE Vincent A,Mac. o,P.F. s blockl sblock1 sblocki (IL.F tex lot 5.13 tan lot 412 tan W5.11 ALL III—SO C( `G RIC'ION INCLUDINO CLFARINGnnD ITPUBBIDO, -If dr.Jeffrey Jablon RI nail stern n/f Dary low PRELATINAR}NTTF.PREPARATION,UTILITY INSTALLATION Pe LTMINARV' GE-IOD ING,RIND FINAL GRADING REQUIRE TREEPROTECTIGN MFASLRES TO HE M PLACE. _ w E T T \ FE A -NO CONSTRUCTION OF ANY KIND SHALL OCCUR WITHIN THE LIMITS OF THE V PBRTLCILD AREAS INGLL DllG DL:T NCA TIEKHED T(GRDING La TION, / p 1 �� P—D 11 Ir OF VICE C C11 IGNITILITICIN FIT o S82'OB Oo m \\ �,.`a,�"-- 4 ......+� I1fi54e o ( .NS L 0 o� q\la A 2V CS C4 .. F (1 -1 ®gyp 1 o T CAI C NOr'RO C eOID 0 :SGONSEALLNJCA-L \ R EXISTING STONE RETAINING WALLS& THAT ALL ENTRITCTECH 11 TI IPI.S IR PROHIBITED IVITFTIN THE .© A GRAVEL PAVEMENT TOBEREMCVED PROTECT D R 15. 1 1 1 THE CONTR\TORSH.ALL MONITOR THE EFFECTINERSSOF THE PROTECTION 1 1: L EE ST NG wcaD v IXNCE TO REMnN �.o.. 1 1 / \ '�JT ry voax..rATe.—I RTl1 r�etl.11 , sec.136.43 THRO -HO i ILL ON TR TION 1 TI TTII see135.42 lot area:0.6887 acres blacks :P N L F L MPLLTI - FALL V TR 'TION 1 Tl ITIL A ENGINEER NOT blockl 1 122275 s9,K) ® ,/ yy�/� tax tort T - V L tan lot 40 s T T sec.13442 Go,k1 ��•+> ( °"°'""`^' BIT ann n.can,bell C '.0 C N C OVV NC mlahaal a.kellman % tan lot 4, RE ENGAGED FOR SSE, A REES AGELOK KILLER CON91'K CII.NAC's"IIFS Ex SP LT I CONC.DRIVEWAY TC LLtl EI C ED ADARHDI. BE REMOVEDi NG ASRA 6 o AACAS C OBI CONSTRUCTION El IT NO REMOVED E j o SUPERVISION L—ITC �.,e© � f 11 ,— I L STORY ERAME NO BY EBRME NG AND/ORINSPECTION. ELL MOVED TG DEIVA & o BLDESTCNE El STING BE0 NOTED v N8 0'W A 1 P � No. ReJision/Issue Date 218.98 w VRA 5 =ucvmc L 1 1 / \ — — �mNn mi. � 1 DEMOLITION& w�• REMOVALS PLAN 11 11 IA T1 ` B 0�WIT ROAD / I � PROPOSED RESIDENCE 95 BON WIT ROAD RYLL BROOK,NY 10573 Li1 _ SLC.:135.42 BLOCK:I TO 41 o o I - P aee e__ `�"'� ZONE, R-12 FELL u TREE PROTECTION DETAIL— TVP MR.MALLK SAMAR (N T.S.) 433 BUD KOUT'ROAD WUS'IHARRISON,NY 10604 L91-'/ 5 o' :30:F 9 Vincent A.M.m—,P.E. 21 Hillhrighf Telr. Yonkers,NY 10703 Ph—:(914)419-8045 ec.135.d] ec13542 s ec.135.43 block 1 v Hock 1 s block 1 tac lo[5.13 yn lot 5.12 tax lot 5.11 S1TF r Mr Nf dr.jefirey jablon n/t Hell stem Nf gary law Vinry Ynt A.M rvs cA49,P.E. w Q/ 1165.QQ' - g4bYock 1 s block 1 +uur�Qrvc�'TQ TN s uaarinrvryiGt„ lot 40 lot area:75 1.]acre l �io�ar ory ozs--DN 7— ntf mlchael a.kellman a 3 135.Saq.h.l Q I nlf ann mlodinpbep rvew vont[111.eu('cnnorv�law.xrsx. ec,135.42,hlock1 y.lot 91 ENGINEER NOT "rv` � ENGAGED FOR I Q �' � � 0 CONSTRUCTION z�,Q6r FRAME NQ.5 PERVISION ° SU I L22 .fQArvE�Q ® AND/OR O p INSPECTION. � o O i NQ ��s . e �IQ�/hea " w woe , 2111 STEEP STEEP SLOPES BON/T ROAD ANALYSTS PLAN sire STEEP SLOPES ANALYSIS: Z PROPOSED RESIDENCE 115 BONWIT ROAD z�J TOTAL LOT ARLA=22275 SQ.FT. TOTAL PROPOSED SITE DISTURBANCE=21,373.80 SQ.FF. RYB BROOK,NY 10573 DF.S('RIPTION RXISTINGARFAS PROPOSED DISTI:RBANCS SR C:135.42 BLOCK:1 LOT:41 w U ZONE:R-I2 NON-STREP SLOPES(<15'%) 17,883.78 SQ.FT. 76,92198 SQ.FT, MOD.STEEP SLOPES(15-25'/) 3 491.79 SQ.FT 3,991.79 SQ.FT'. V L.R)'ST'LLP SLOPES(25-31,,) 28'.00 SQ.FT. 285.00 SQ.FT. EXTREMF.STREP SLOPES(-35Y,) I T!03 SQ.I'1'. 115.03 SQ.1,1. MR.MALEK SAMAD 1123 BUCKOI:T ROAD WLST HARRISON.NY 1116114 6/9/15 "=20' 40179 VAM LARGE RIB Ton.Nr noau>. '1PL END DETAIL (sEEPAREw�PLANs) a s�� n 1-1 111 ILD—ANATC '' MODEL 280 SHD STARTER Vincettf A.nlas9a[o�P.E. l ® STARTER UNITS AP,E USED 21 HiHhright'1'crr. 1 7 TOBEGINALI NE. SCALC1 =30 . � c c Lmwms Yonkers,NY10703 Phone:(914)419-804.5 PEOPoD ore LAI A EPs� .���".m�� �, ____ � �. sE r R Tamwc WALL LANDING(SEE arec_ Ns) � T ) �— '` ,� �— � �`t�® � II � ITI ncREF MODEL 2801HD INTERMEDIATE T s ou,rv,A, 7T oE'I' UNITS ARE USED AS MIDDLE EXISTUNG a P REENCE TO REMAIN— MO ��, SECTIONS TO EXTEND THE aox LENGTH OFA LAVE. PRCPcSEE ASPHALT DRIVEWAY(SEE ARCH. Tre — PLANS) n x,uL,Aru rue zAL HI IYARIED MODEL 280 EHD END UNITS Vinc-ent A. / TIE LE11THor eR. orRE PART nLorv., ARE USED TO END THE LENGTH �.T �_rv.-onavaa Ib i , .OF LINE oaosco zfsTo RESIDENCE _ .L re T oN zza.o cnreA� zeza CRY cRAMC. e No. T = r T A F T PRG GSGEED GRCH All ' T &STAIRS(SEE ARCH- PLANS) U Gln 2 r.24 IA '1`4`1 R41 lul / l L \ n R.OP D AS Pose'o i LI k ® dR DRY LAID ,.T�re""OR „.a P.v.T.Leus �uc+no u`. E IE AR'A v ONE RETAINING WALL ENGINEER NOT (SEE ARCH) ( I I3' (SEE ARCH.PLANS) -rn r �� CULTEC INSPECTION PORT r LANs T --- i n I _ CULTEC RECHARGER 28OHD DETAIL(TYP.)-N.T.S. ENGAGED FOR ' ——— CONSTRUCTION DETAILS(TYP.)-N.T.s. SUPERVISION LI L 77 5 r "��.��,,�. BONVIIT \ �� ROAD AND/OR INSPECTION. n RVR^PROPOSED BLUESTONE ISTI (SEE IIIH PLANS)' T W SPLL' R ( URMIT trNF INiPFCTII�-P[rRT /ZD' '�=""*'""•" LJ V E evs on/svue a PAII-11111TRIl 1-1— nmr - STORM WATER u" DRIVEWAY DRAIN DETNL(N.T.S.� TETATMENrPLAN& w I DETAILS AS REQUIRED w.rv.M. wawa POP09L'D RL91 DI3NCL #S BONWC I'R0.1U _ RYB BROOK NY 1073, SEC.131.42 BLOCK'1LOT.41 ...... ONE R-12 1 SECTIO AA mN A—A RREPaP=11121T PLDA.=I0000000000000 E �TaRzss,LNI, 00000000000000 AS REQUIRED MR#233 BU KOTTE ROAD tiT HARRIS WE' ON NY 10601 wa�.wwM saLnaEonrcH ano ..,. ..wRE ar,. �n�..,,. MCR,.re.Nrs f I 6V15 AS NOTED 5 OF9 VAM 2RE.",nTIJIINCTI'JN60X - SECTION B-B (TYP.1-N.T3. Vincent A.Nfassaro,P.E. 21 Hillhright'rerr. Yonkers,NY 10703 Phone:(914)419-8045 Vincent A.M--,P.E. ENGINEER NOT ENGAGED FOR ��RNPosEo FR E R �E . Q CONSTRUCTION L2—RI FRAME Na 2—Rr FRAME No. SUPERVISION AND/OR II -- o INSPECTION. — o> o ,gym J aMN-1,x r` F�, o I --- � N., e�s o�7�ss�e 1 aae,am �000,om a� o•,w.n,�. ' �E . • SITE GRADING PLAN BOI WIT ROAD F111 �.\ PROPOSED RFSIDF.NCF. #5 BN W IT ROAD ��•F -v..i j UR',E BROOK,NI10573 o w SEC.:135.42 BLOCK:I LOT:41 3 e LONE:R-12 FFu c� MR.NIALEK SANIAD 423 BHCKOUT ROAD WEST HARRISON,NV 10604 6/9/15 ••� 20' 6 OF 9 VAM Vincent A. P.E. t Terr, 21 tfillbrigb.,71 Yonkers,NY 10703 Phone:(914)419-8045 Vincent A.M—aro,P.E. E g", N Y S P E 1-N.184`34 Ni I 7 ­hZ A A t T —v �� YOIR. .11. ENGINEER NOT RSPOSED 2 0 ENGAGEDFOR SF' ol GARAGE 117 2 STORY FRAME JNO,3 CONSTRUCTION 2 STCRI FRAIE NC.7 Ll 7 FZ SUPERVISION 0 AND/OR INSPECTION. o F� B TWIT ROAD uTiAN 11111 TYTI'111111111\Fll IR'111 PROPOSED RE " IDE NCE 'IRNNWIT ROAN RYF BROOK,NY 10573 SEC.:1A542 BLOCK:I L O T:41 ZONE R-12 NIR.M�LEKSAMAD '23 W,CK01 JT ROAD LST HARRISON,NY 10604 6/9/15 20' 7 DOF 9 VAM 100TINGDRAINNOILS- gDYPI _ BS FARCHITECTURAL.PIAN FOR FOT.NDATIOT WATERPROOFING DE.TAII.S _ 2)PERTORAI ED TOOT ING DRAINS SMALL BE COMPLETE-ENCASED W Lill A M LINE IM OF'IT'OF CLEAN 3/4"CRUSHED STONE AND NN RAPPED IN A NDN- _ - AON%EN GF.OTF.XTIITE FABRIC TIB enr A.Massaro,P.E. 3)TIE4PERFORATED SDI05 FOUNDATION DRAMS SIIALLBE COLLECTED 21 Hillhcighf TeT AND PIPLD LO'1lIL PROPOSED PLMP CHA.NBER BY MEANS Ot 4"SOLID SDR35 Yonhef5,NY 10703 B TH IT-TERIOR OF TIT IT PROPOSED 4'1,D.MAN NO LL TO BE UTI LILED AS A FOOTING ry°u x.,uouuc.swavwv.,uo DRAIN SYSTEM PLMP CHAMBER SHALL BE C OMPLETELY COATED AT THE FACTORI' £p - - Ph(,.P:(914)419-5045 WITH AN APPROVED BITUMINOUS COATING 5)ALL PIPE PENETRATIONS IN TIIE POMP CHAMBER SHALL BE COMPLETELY PATCHED U T 11 1111 EIIIII - �-� e� 1V111LA 1LYDRAI.LLC CEML_NI IO YRI;VLNL GROLNU WA'l Dli 1N1KL BIONEL 11 11 h)ALL PROPOSED STRUCTURES TO BESET FIRMLY AND LEY'EL ON AS"DEPTH BASE OF - w-2a ULEAN 3/4"CRTDIIED SIO_VE IS,ITIn--ra - �i nsna ] 01001'INGDRAINSPLQUIREU:\ROUNDFROPOSLDGARAGLASI'INISHLDG:\RACL ,vou °�°"°`a'm`"' urn," SLAB IS AT GRADE WITH NO FINISHED ARL\S BBLO W GR\DE a .n SCALE:7"=2U' S3 ID soloxa iI-LL EI 1 \ \ ITS I ISLE ITATE, Vincent A.M o,P.E. II 1� FIN 1-1 111111or a / xa OSG rRSTENS OLF 00 101ITn 'PENN OLVERO YLENE P�POEvmeR ocoveB H ` FT vo° ,o aoxAn aoLVPn�BE_ sncl °�. r ° sHOPwITH rvnoEeE rs _ �EE �® S� .srA a �Aw. - I ENGINEER NOT °RY ENGAGED FOR � �r� aRDPo B �Fs FR L.�gNE,PE ,� i �^-' i G�RAGE L—TORY ��� 2 STORY FRAM t CONSTRUCTION o „ "� _ SUPERVISION -Ir �1�- m AND/OR IT 111 INSPECTION. N N u eee „I,P RLsoRD INT E, I � a E^�• .��. ,.., HE, R111-1/111T, B O�W I T ROAD F6&ING DRAIN r' SYSTEM PLAN& ASI.+s DETAILS I 1111 ITIGI IF HF a 7TIAP _ _ PROPOSED RESIDENCE #5 BON WIT ROAD RYE •.5 ��, BROOK,R-12N1 BLOCK ZONE Z E' •. FIPT TmTrNT svATIST ^, IN"I.11 M 1AIE)Z PEMPCH—TIFRDFTAll,-(N,T.S.) PUMP CALCULATIONS MR.MALEK SAMAD TOP UP CRUSHIlD ERN,, crvanaER WL"s RUCKOUT ROAD ITDnv x<TTT kPPRON PROP. cN/csF HE CHT E'"III --El SOLE' ( LI PUMP CONTROL SYSTEM WEST HARRISON.NY 10,,04 ux LLDLL Fv3n I I i _ PUMP CHAMBER NOTES / wz,zo3 couv�Ex,,orvTaols) SETS o.) /4 u:An�xusuED sruNEToexoP.cx_wu CM°sHoEMEETM LC Ts..11(1 aEc o.> I VIN.BOTH ID64 IF, PERF-SDR35 1 2 { ISES6E E)TLE 111111 EII yE PUMP DESIGN CRITERIA A LC NR ".R.S)u35 EEE_SLk 1b9 CONNECT 90LTD SDR35 TO } � ITTE IL EASINN N ) /, LIIIE SA. R" RP.SDRL�WHII TIF. Tc me[T�EE"EN v IEN[ c ry �T — CITE HF AN ELEC,HSAI NEA ECTACE POMP��Tr M mEFI rEEI ENaP MSN 6%9/15 LEY EL SPREADER DETAIL-N.T.S. mEscrv} sm " PUMP SPECIFICATIONS (DUPLEX) A`s NOTED 8 OF 9 CE,- tiEo I,i E%,) VAM III SNI LINE I Vincent A.Massaro,P.E. 21 Hillhright Perr. Yonkers,NY 10703 Phone:(914)419-R045 As snowN GENERAL NOTES Vin eat A.blas o,P.E. SECTIONI r_AL_L,.N. » .11 .34 ,111 Ill F IT uAc ll 2 IT,lI m,fnt l IIFTazsIF, °� �.,jCm` \ urn dC t t 9 v�tveetl an °as i _ dImInt gee vfOmv All se ad MIN.LENGTH n II b�r P t a9 9t,in—I DID . III h—y unvI itn� PIAN "h,1,eh,lll E, t r th P' t to l rk t �' ,{ IrtsTnw,naN NCTFs ' TnODeTr asaril°ei ata°red n mD ssxs."u< tQ }' 11 3STaNE at REfWUEo aR REDYdID WNCAEIE res°n°rs se ort in Is m°nu°I.Sneer on td°n 9re xlih �� 4.All t P t d I d f f l g°dt08sh°ll be IT-1(r°m Vt�LAV✓t sM F'I"� th, "`T"in°"°`°° ENGINEER NOT MawrsII rso DI LESD MarlI FOD.auuuuu La atr. n f arnI at°reP°rear mea°d° x °a III E)ucees, S Any d't b d e N°t dIl be eR P-m° 2 11 IT III I �ea °° �°°Ir �n A e°ts ENGAGED FOR Tr11 LIFE III IFF III NE DEIFIED DI I IDDLE-ILI A ,I h `` CONSTRUCTION �aMDE 1ROPO��AGEOR � � � 1 TMa ,auIRdaMILEI� I=wLISPII,>m d ted°=°� °a P 1,E1 III SUPERVISION 1E R E 6 FthO z ED��E �,°°n4 — — t S Rr FR NRY RMENO �'� ��sEUD wd, AND/OR m".o�n.�aETEE`CS °Nopt:1`d,t11°,'dt.d,"A" D,m tD INSPECTION. <a addarD Z, 4 +I 1flt aIDaI1r eaT 1111 at�eDKD�n1EDIIIItT �� „,h° 1111 p °ed a�ls�o�MD�rD�D�a OF a � ALL IF �I1t aD�>RD rv�1ED m� o s ��ageaere°"de=1�4reoed, �<area pyd�,�=ea.h<°Ne dr l�1 °°dIIr°ro°1 d N °lrr e°t°dh°'at a�rn o��wT1T=P-0ar�3T1T�_ V � i ,°PnaKD 1minEn„a�alrs aM� °E o"D�IDx D1dI�I°.D d° Efa„�°a�°d se me°t a°°U°r_ DECR� °°° ° oP 1�t_TFF.,F, L A P E°"E° ° CONSTRICTION CD IE w D rrP,I1,I'D tiitDiD NdIH,EHdHaE Lou SE 3aDNatn ALia STABILIZED I CTION ENTRANCE (N.T.S.) ��aonrner _ ITTA110, ,. n \1 —2De ro m e°.MENT&EROSION R�s�°eTh°° oet T � a J` ”°°°°°”°'" SEDI �� rn,x RDLD,IDN aR wED 1P� CONTROL PLAN AND I� D. DETAILS BOOWIT ROAD R„R,tt P�R \ FNTET PROPOSED RESIDENCE TE—IN NETTOO JOINING SECTIONS OF FENCING ,S RON W IT ROAD RYP.BROOK,NY 10573 11� utiiT EE o 4� IN.soar smnwenss ca stmua .1is�ai� IrvSTnlunory NOTES $E1.:135.42 RLUCK'.7 LUT:47 ZONE:R-12 zeurcG(caxunuw) w� INsnuAnoN NarEs rHoi(11111l1111.111rn Hemi.T" u 1e oar naD nneL. °D°°DL rer E I III LEIIN ED OF r1111 oa sirsnveais,Txa stnIFN I IF wltx i�sarancx a n°°oi NneeD e°n°M°r ra rsn,m, (\4Rn MALF.K SAM.AD s.run scnorus+s morel aeovE. #23 BIWKOUT ROAD a.FE svtunmamus III Irvsauamry cr startecc WLST HARRISON,M 10604 SOIL STOCKPILING (N.T.S.1 SILT FENCING (N.T.S.) AS NOTED 9 OF 9 \AM 1S 5 BONWIT ROAD (ASSUM VACANT LOT) TOTAL AREA: 221275-CO SQ. FT 2R WEST PROPERTY LINE (LINEAR DESIGN POINT) Subcat Reach on Link Routing Diagram for 5BonwitRoad_exist Prepared by Vincent A. Massaro, P.E., Printed 6/10/2015 HydroCAD®10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC 5BonwitRoad exist Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Pa4e 2 Area Listing (all nodes) Area CN Description (sq-ft) (subcatchment-numbers) 22,275 61 >75%Grass cover,Good,HSG B (IS) 22,275 61 TOTAL AREA 5BonwitRoad exist Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paze 3 Soil Listing (all nodes) Area Soil Subcatchment (sq-ft) Group Numbers 0 HSG A 22,275 HSG B 1S 0 HSG C 0 HSG D 0 Other 22,275 TOTAL AREA 5BonwitRoad exist Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD® 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Pase 4 Ground Covers (all nodes) HSG-A HSG-B HSG-C HSG-D Other Total Ground Subcatchment (sq-ft) (sq-ft) (sq-ft) (sq-ft) (sq-ft) (sq-ft) Cover Numbers 0 22,275 0 0 0 22,275 >75%Grass cover,Good 1S 0 22,275 0 0 0 22,275 TOTAL AREA 5BonwitRoad exist Type11124-hr 2 yr Rainfall=3.50" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Page 5 Time span=0.00-48.00 hrs, dt=0.01 hrs,4801 points Runoff by SCS TR-20 method,UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: 5 BONWIT ROAD(ASSUME Runoff Area-22,275 sf 0.00%Impervious Runoff Depth-0.57" Flow Length-217 Te-9.0 min CN-61 Runoff-0.22 cfs 1,063 of Reach 2R:WEST PROPERTY LINE(LINEAR DESIGN POINT) Inflow-0.22 cfs 1,063 cf Outflow-0.22 cfs 1,063 cf Total Runoff Area=22,275 sf Runoff Volume= 1,063 cf Average Runoff Depth=0.57" 100.00% Pervious=22,275 sf 0.00% Impervious=0 sf 5BonwitRoad exist Type III24-hr2-yr Rainfall=3.50" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 OO 2014 HydroCAD Software Solutions LLC Paye 6 Summary for Subcatchment 1S: 5 BONWIT ROAD (ASSUME VACANT LOT) TOTAL AREA: 22,275.00 SQ. F Runoff = 0.22 cfs @ 12.16 hrs, Volume= 1,063 cf, Depth= 0.57" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span=0.00-48.00 hrs, dt=0.01 hrs Type Ill 24-hr 2-yr Rainfall=3.50" Area(sf) CN Description 22,275 61 >75% Grass cover, Good,HSG B 22,275 100.00%Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.4 100 0.0262 0.20 Sheet Flow,EXIST. SHEET FLOW Grass: Short n=0.150 P2=3.50" 0.6 117 0.0544 3.50 Shallow Concentrated Flow,EXIST. SHALLOW CONC. Grassed Waterway Kv= 15.0 fps 9.0 217 Total Subcatchment 1S: 5 BONWIT ROAD (ASSUME VACANT LOT) TOTAL AREA: 22,275.00 SQ. FT Hydrograph 0.24 -----'-- -- -- ------- -- --+-- -----'-- -- -- -------------+-- 0.23 --r---- -- 0.22 cfs --T--T--T-- --'r----;-- --T--'r--I---I-- --T--T--1--- 0.22 -----'-- -----0.21 - -----'-- --+--------'-- -- -- --'- - Type-,I[H-1,2-4-hr - 0.2 --i---- -- --i ------- -- --li --li ---- -- 0.19 - 2Tyr-Rair afl-"3.50"-- 0.18 --i--i-- --+--r --i-- --7--r--r--i----f'�6 h0ff-Ar-e&22,27.L/ S1- _-' - 0.17 ------- --�--� ---- --1--1--1--'---' 0.16 --r----r--T--r ----r--r--T--r--r_ rrY r�Y��-■-1 1-00-"�' - 0.15 ---------'--'- ----------------'- 'w 0.14 -------+--+--+ ----+--+--+--+-------+--+--+----------+--+--+--�--- 0.13 -------- --�,- ------- --+------------Runoff-Deth-:;0-.57-- 3 0.12 ------- --i--� --'-- --i--i-- --'----- --i--i----------i--i-- --'--- F[dw-'Lenoth=21 T-- ° 0.11 -------,-- --r ----r-- --T--r-------,- - - r 0.09 --+-+-- --+--+ --i-- --+--+--+--+--i-- --+--+--i---+ iCia� '= .Vf�-- 0.08 --;--,-- -- --�, ---- -- -- ---------- -- -- --�,----1'-,-- ----------- 0.07 -----'-- --1--1 -'-- --1--1--L--1-----J--1--L--------'--1 CN A'rcA - V 7-- 0.05 -----'-- --1--1 -1--1--1--1--L--1---'-- --1--L-----'---'--1--+--1--'--- 0.04 --r--i--r--+-- r -r--r--t--r--r--i--r--+--r--r--i---i--r--+--r--i--- 0.03 ------- ----'--'- ---'-- '---'---'---'----------------------------'--- 0.02 --+-+--+--+--+ --- --+-+--+--+--+0.01 0 0 0 2 4 6 8 10 12 14 16 18 20 22 24 2.6....2.8....3.0....312..314...316 38 40 42 44 46 48 Time (hours) 5BonwitRoad exist Type ff124-hr 2 yr Rainfall=3.50" Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCADOO 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Pane 7 Summary for Reach 2R: WEST PROPERTY LINE (LINEAR DESIGN POINT) [40] Hint: Not Described(Outflow=Inflow) Inflow Area= 22,275 sf, 0.00%Impervious, Inflow Depth= 0.57" for 2-yr event Inflow = 0.22 cfs @ 12.16 hrs, Volume= 1,063 cf Outflow = 0.22 cfs @ 12.16 hrs, Volume= 1,063 cf, Atten=0%, Lag=0.0 min Routing by Stor-Ind+Trans method, Time Span=0.00-48.00 hrs, dt=0.01 hrs Reach 2R: WEST PROPERTY LINE (LINEAR DESIGN POINT) Hydrograph ----+--+- ----+--+--r----+--+-------+--r----+--r------- ■Inflow 0.24 ��i ---- -- �i ---- -- i_--r--i-- I--i_--�i---- --�i---- --i --�i--�i-- 0Outflow 0.23 0.22 cfs -�--'--�--+--�--'--�- '---' '--'-=227275 - 0.22 ------- -- -------I �aTFAr`�'4' =S - 0.21 -- --�--�- -- --'-- -- -- ---- -- ------- -- ---- -- -----'-- 0.2 ---- -- - 0.19 --'-- -- --'-- -- --'-- -- -- --'-- -- -----'-- -- --'-- -- -----'-- 0.18 ----1--r--r- --r-------r--r-----I--r--r-------r-------r--r---- 0.17 --'-- -- --'-- - --'-- --1--L--1--1--L--1---1--1--L--1--1--L--1---1-- 0.16 ---- --r-- - -r---- --r-- ---- --r-- ----7--r---- --T,--- -- -- 0.15 ----J--i--'-- - --'-- --1--L--1--1--L--1---1--1--L--'-- --L-----'-- y 0.14 --li-- --r--Ir- -Ir--li--,--r--Ir--li-----r--Ir--li--7--Ir--li--,--r--li--li-- 0.13 -- --+--�- -+--'-- --+-- ---- --L------- --+---- -- -----'-- 3 0.12 ----r--r-- r- -r----r--r--r----r--r--r----r--r----r--r--r--i-- 0 0.11 --- --i--'-- - --'-- --i--+---- --+-------1------- -- -----'-- LL 0.09 �� ' ----------'-- -'---'---'-- '---'---'---'--'---'---'---' --'---'---'--'---'---'-- 0.08 ----+--+--r- -r-_--+--+--r----+--r-------t--r----+--r----- 0.07 i-- --------'-- -'---'---'-- '---'---'---'--'---'---'---'--'---'---'--'---'---'-- 0.06 --+--+---- r----+--+--r----+--+-------+--r----+--r------- 0.05 0.04 ----+--+--i-- -+--+--r----+--+-------+--r----+--r--i---i-- 0.03 ------------ --- - ------------------------- 0.02 0.01 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 5BonwitRoad exist Type III 24-hr 10 yr Rainfall=5.00" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Page 8 Time span=0.00-48.00 hrs, dt=0.01 hrs,4801 points Runoff by SCS TR-20 method,UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: 5 BONWIT ROAD(ASSUME Runoff Area-22,275 sf 0.00%Impervious Runoff Depth-1.37" Flow Length-217 Te-9.0 min CN-61 Runoff-0.67 cfs 2,541 of Reach 2R:WEST PROPERTY LINE(LINEAR DESIGN POINT) Inflow-0.67 cfs 2,541 cf Outflow-0.67 cfs 2,541 cf Total Runoff Area=22,275 sf Runoff Volume=2,541 cf Average Runoff Depth= 1.37" 100.00% Pervious=22,275 sf 0.00% Impervious=0 sf 5BonwitRoad exist Type III 24-hr 10 yr Rainfall=5.00" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 OO 2014 HydroCAD Software Solutions LLC Paye 9 Summary for Subcatchment IS: 5 BONWIT ROAD (ASSUME VACANT LOT) TOTAL AREA: 22,275.00 SQ. F Runoff = 0.67 cfs @ 12.14 hrs, Volume= 2,541 cf, Depth= 1.37" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span=0.00-48.00 hrs, dt=0.01 hrs Type Ill 24-hr 10-yr Rainfall=5.00" Area(sf) CN Description 22,275 61 >75% Grass cover, Good,HSG B 22,275 100.00%Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.4 100 0.0262 0.20 Sheet Flow,EXIST. SHEET FLOW Grass: Short n=0.150 P2=3.50" 0.6 117 0.0544 3.50 Shallow Concentrated Flow,EXIST. SHALLOW CONC. Grassed Waterway Kv= 15.0 fps 9.0 217 Total Subcatchment IS: 5 BONWIT ROAD (ASSUME VACANT LOT) TOTAL AREA: 22,275.00 SQ. FT Hydrograph 0.75 --------'-- ---'---'--=----------------------------'-- ' ■Runoff 0.7 0.67 cfs 0.65 -- ----+--+--+--r-- --+--+-- ye;lll;2 -hr - 0.6 _1� yr�_R�af�►ll- 5��0�"-- 0.55 --li--li-- --7--r --li-- --7--r--it--li--li--R-uho f-Are&22,275-S#- 0.5 0.45 0nYff�Qr0M0 127$4 Of 0.4 Runoff 'Derth=137 - - - - "-- ------------- ---------- -- ------------- -------- - - 0 0.35 'w ILL 0.3 -- - - ------- -- -- -- ------- -- ------ rc=09., -Min-- 0.25 -----'-- --1--1 --'-- ---' -- '--------------1__L__'------'-_1_ - -- 0.2IY=-�1 0.15 0.1 -------1--4--1 - --+-- ------- --�--+ ------ --+-- --1--- 0.05 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 5BonwitRoad exist Type III 24-hr 10 yr Rainfall=5.00" Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCADOO 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Pave 10 Summary for Reach 2R: WEST PROPERTY LINE (LINEAR DESIGN POINT) [40] Hint: Not Described(Outflow=Inflow) Inflow Area= 22,275 sf, 0.00%Impervious, Inflow Depth= 1.37" for 10-yr event Inflow = 0.67 cfs @ 12.14 hrs, Volume= 2,541 cf Outflow = 0.67 cfs @ 12.14 hrs, Volume= 2,541 cf, Atten=0%, Lag=0.0 min Routing by Stor-Ind+Trans method, Time Span=0.00-48.00 hrs, dt=0.01 hrs Reach 2R: WEST PROPERTY LINE (LINEAR DESIGN POINT) Hydrograph --'--J--�- --'--�--�--L--'--�--L--1---1--1--'---'--1--L--1---1-- ■Inflow 0.75 ■Outflow 0.67 ifsin oW Ar 10_ 22,275-s' - 0.65 0.6 --- --�--'- - T- L--'--L--L--L--'--L--L--'----- -- --'--L--L--'---'-- 0.55 0.5 0.450.4 N 3 O 0.35 0.3 0.25 02 -----i-- --i -i--i-- -- --i--i- --i---- --i---- --i--i--i-- ' 0.15 0.1 0.05 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 5BonwitRoad exist Type III 24-hr 25 yr Rainfall=6.00" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paye 11 Time span=0.00-48.00 hrs, dt=0.01 hrs,4801 points Runoff by SCS TR-20 method,UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: 5 BONWIT ROAD(ASSUME Runoff Area-22,275 sf 0.00%Impervious Runoff Depth-2.01" Flow Length-217' Te=9.0 min CN-61 Runoff=1.03 cfs 3,723 of Reach 2R:WEST PROPERTY LINE(LINEAR DESIGN POINT) Inflow-1.03 cfs 3,723 cf Outflow-1.03 cfs 3,723 cf Total Runoff Area=22,275 sf Runoff Volume=3,723 cf Average Runoff Depth=2.01" 100.00% Pervious=22,275 sf 0.00% Impervious=0 sf 5BonwitRoad exist Type III 24-hr 25 yr Rainfall=6.00" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 OO 2014 HydroCAD Software Solutions LLC Pace 12 Summary for Subcatchment IS: 5 BONWIT ROAD (ASSUME VACANT LOT) TOTAL AREA: 22,275.00 SQ. F Runoff = 1.03 cfs @ 12.13 hrs, Volume= 3,723 cf, Depth= 2.01" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span=0.00-48.00 hrs, dt=0.01 hrs Type Ill 24-hr 25-yr Rainfall=6.00" Area(sf) CN Description 22,275 61 >75% Grass cover, Good,HSG B 22,275 100.00%Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.4 100 0.0262 0.20 Sheet Flow,EXIST. SHEET FLOW Grass: Short n=0.150 P2=3.50" 0.6 117 0.0544 3.50 Shallow Concentrated Flow,EXIST. SHALLOW CONC. Grassed Waterway Kv= 15.0 fps 9.0 217 Total Subcatchment IS: 5 BONWIT ROAD (ASSUME VACANT LOT) TOTAL AREA: 22,275.00 SQ. FT Hydrograph ❑Runoff 1.03 cfs -- -- -- -- ----- -- --+--}-- -- -hype;III',24-hr V 25ryr RainfaIIT6.007 Runoff Aeea=22,275 sf RLjnOff',VQlum',e=3,72$ 0 Runoff DepthT2.01';,, ° Flow',LsnOth=217' Tc=9.',0min C N=6'I 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 5BonwitRoad exist Type III 24-hr 25 yr Rainfall=6.00" Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCADOO 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Pave 13 Summary for Reach 2R: WEST PROPERTY LINE (LINEAR DESIGN POINT) [40] Hint: Not Described(Outflow=Inflow) Inflow Area= 22,275 sf, 0.00%Impervious, Inflow Depth= 2.01" for 25-yr event Inflow = 1.03 cfs @ 12.13 hrs, Volume= 3,723 cf Outflow = 1.03 cfs @ 12.13 hrs, Volume= 3,723 cf, Atten=0%, Lag=0.0 min Routing by Stor-Ind+Trans method, Time Span=0.00-48.00 hrs, dt=0.01 hrs Reach 2R: WEST PROPERTY LINE (LINEAR DESIGN POINT) Hydrograph FE-1 Tfl ■Outflow - -- 1.03 cfs -T-- -----7--r- I' low rA a-I 2'75 s - In - 2Z y I I I I I I I I I I I I I I I I I I I I I V I I I I I I I I I I I I I I I I I I I I I 3 I I I I I I I I I I I I I I I I I I I I I p LL I I I I I I I I I I I I I I I I I I I I I 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 1S) PROP. DRI EWAY WS (ASHALT DRIVEW , GRASS, AND PO TION OF FRONT ALKWAY) TOTAL AREA = 4,550.29 SQ. FT. 2 P (8) CULTEC R-280HD UNITS Subcat Reach on Link Routing Diagram for 5BonwitRoad_propDWarea Prepared by Vincent A. Massaro, P.E., Printed 6/10/2015 HydroCAD®10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC 5BonwitRoad_propDWarea Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCAD® 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Page 2 Area Listing (all nodes) Area CN Description (sq-ft) (subcatchment-numbers) 2,711 61 >75%Grass cover,Good,HSC B (1S) 1,809 98 Paved parking,HSG B (1 S) 30 98 Unconnected pavement,HSG B (1 S) 4,550 76 TOTAL AREA 5BonwitRoad_propDWarea Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paze 3 Soil Listing (all nodes) Area Soil Subcatchment (sq-ft) Group Numbers 0 HSG A 4,550 HSG B 1S 0 HSG C 0 HSG D 0 Other 4,550 TOTAL AREA 5BonwitRoad_propDWarea Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Page 4 Ground Covers (all nodes) HSG-A HSG-B HSG-C HSG-D Other Total Ground Subcatchment (sq-ft) (sq-ft) (sq-ft) (sq-ft) (sq-ft) (sq-ft) Cover Numbers 0 2,711 0 0 0 2,711 >75%Grass cover,Good 1S 0 1,809 0 0 0 1,809 Paved parking 1S 0 30 0 0 0 30 Unconnected pavement 1S 0 4,550 0 0 0 4,550 TOTAL AREA 5BonwitRoad_propDWarea Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCAD® 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Page 5 Pipe Listing (all nodes) Line# Node In-Invert Out-Invert Length Slope n Diam/Width Height Inside-Fill Number (feet) (feet) (feet) (ft/ft) (inches) (inches) (inches) 1 is 0.00 0.00 16.0 0.0344 0.010 6.0 0.0 0.0 5BonwitRoad_propDWarea Type11124-hr 2 yr Rainfall=3.50" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Page 6 Time span=0.00-48.00 hrs, dt=0.01 hrs,4801 points Runoff by SCS TR-20 method,UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: PROP.DRIVEWAY WS Runoff Area-4,550 sf 40.42%Impervious Runoff Depth-1.37" Flow Length-157' Tc-6.7 min CN-76 Runoff-0.16 cfs 518 cf Pond 2P: (8)CULTEC R-280HD UNITS Peal-,Elev-221.86' Storage-107 cf Inflow-0.16 cfs 518 cf Outflow-0.04 cfs 518 cf Total Runoff Area=4,550 sf Runoff Volume=518 cf Average Runoff Depth = 1.37" 59.58% Pervious=2,711 sf 40.42% Impervious=1,839 sf 5BonwitRoad_propDWarea Type III24-hr2-yr Rainfa11=3.50" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 OO 2014 HydroCAD Software Solutions LLC Paze 7 1S: PROP. DRIVEWAY WS (ASPHALT DRIVEWAY, GRASS, AND PORTION OF FRONT WALKWAY) TC Runoff = 0.16 cfs @ 12.10 hrs, Volume= 518 cf, Depth= 1.37" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span=0.00-48.00 hrs, dt=0.01 hrs Type III 24-hr 2-yr Rainfall=3.50" Area(sf) CN Description 2,711 61 >75% Grass cover, Good,HSG B 1,809 98 Paved parking, HSG B 30 98 Unconnected pavement, HSG B 4,550 76 Weighted Average 2,711 59.58% Pervious Area 1,839 40.42%Impervious Area 30 1.63%Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.5 40 0.0314 0.12 Sheet Flow,PROP. SHEET FLOW(GRASS) Grass: Dense n=0.240 P2=3.50" 0.9 42 0.0060 0.75 Sheet Flow,PROP. SHEET FLOW(DRIVEWAY) Smooth surfaces n=0.011 P2=3.50" 0.3 59 0.0373 3.92 Shallow Concentrated Flow,PROP. SHALLOW CONC. (DRIVEWAY) Paved Kv= 20.3 fps 0.0 16 0.0344 6.89 1.35 Pipe Channel,PROP. OUTLET TO CULTECTS 6.0" Round Area=0.2 sf Perim= 1.6' r=0.13' n=0.010 PVC, smooth interior 6.7 157 Total 5BonwitRoad_propDWarea Type III24-hr 2-.yr Rainfall=3.50" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCADOO 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paze 8 tOP. DRIVEWAY WS (ASPHALT DRIVEWAY, GRASS, AND PORTION OF FRONT WALKWAY) TOTAL A Hydrograph - ------ --'- --------'1-- 1-- ----------;--;-- 1-----------;--;--1------ ■Runoff 0.17 - - -- 0.16 cfs --T--T--T-- - -- T--T- ---- --- T--T--T--' 1-- - 0 .16 ,y1r }y/� --r--1--r--r- r --1--r--r--r--r--r--1--r--r--r--r�! IH 946hr-- 0.15 ------- --�--� --1-- -- -- -- ------- -- -- --p�--1---1-- -- -- --�--- 1 Rake al� 17 an-- 0.14 --'---'---'---' --'- --'---'---' -- '---'---'---'---1_ �_ 1 � 1 1_ 1 1 1 1 1 1 1 1 1 1 1 1 1 -y� 1 � 1 - 1 � 1 0.13 1 1 1 1 1 1 1 1 1 0.12 - - - - - - - - - - --''_F���unoff Ar+ea�1=�; 5�s'�fi-- -- --r-------- - - --- 0.11 --'1---'1--,--�--r w 0.1 -----1-- --+--� --1-- -- --+-- -----1-- --+--r--1---1---1-- --+-- --i--- 3 0.09 R-U n 6ff De 0W �. � --- .2 -- ------- -- -- --1-- -- -- -- --1---1-- - 1 _1 ° 0.08 1 1 1 1 1 1 1 1 1 1 LL -------------- ----------------------- - - -----'-- -- -- -----'-- -- --ova--en�- _ 0.06 � 1 1 1 1 1 1 1 1 1 1- 1 1 1 1- 1 1 1 1 � 1 0.05 --1T�- . '' I --I---I--y--*--F ----y--rt--+--r-------y--*--+----------*--t--r--1--- 0.04 -- -- -'-- -- -- --' -----'-- -- -- ----------�CN=76-- , 11111 11111111111111111 0.03 -----------L L -'---'---' -- '---'---'---'-----1--L--1-----------------'--- 0.02 -------------- ------------------------ 0.01 0 0 2 4 6 8 10 12 14 16 1'8 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 5BonwitRoad_propDWarea Type ff124-hr 2 yr Rainfall=3.50" Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCADOO 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paye 9 Summary for Pond 2P: (8) CULTEC R-280HD UNITS Inflow Area= 4,550 sf, 40.42% Impervious, Inflow Depth= 1.37" for 2-yr event Inflow = 0.16 cfs @ 12.10 hrs, Volume= 518 cf Outflow = 0.04 cfs @ 12.50 hrs, Volume= 518 cf, Atten=72%, Lag=24.1 min Discarded = 0.04 cfs @ 12.50 hrs, Volume= 518 cf Routing by Stor-Ind method,Time Span=0.00-48.00 hrs, dt=0.01 hrs Peak Elev=221.86'g 12.50 hrs Surf.Area=326 sf Storage= 107 cf Plug-Flow detention time= 14.0 min calculated for 518 cf(100%of inflow) Center-of-Mass det. time=14.0 min (865.1 - 851.1 ) Volume Invert Avail.Storage Storage Description #IA 221.21' 272 cf 19.17'W x 17.00'L x 3.21'H Field A 1,045 cf Overall-364 cf Embedded= 681 cf x 40.0%Voids #2A 221.7 P 364 cf Cultec R-28OHD x 8 inside#1 Effective Size=46.9"W x 26.0"H =>6.07 sf x 7.00'L=42.5 cf Overall Size=47.0"W x 26.5"H x 8.00'L with 1.00' Overlap Row Length Adjustment=+1.00'x 6.07 sf x 4 rows 637 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Discarded 221.21' 5.140 in/hr Exfiltration over Wetted area Conductivity to Groundwater Elevation=0.00' Discarded Outflow Max=0.04 cfs @ 12.50 hrs HW=221.86' (Free Discharge) L1=Exfiltration (Controls 0.04 cfs) 5BonwitRoad_propDWarea Type ff124-hr 2 yr Rainfall=3.50" Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCADOO 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Pave 10 Pond 2P: (8) CULTEC R-280HD UNITS - Chamber Wizard Field A Chamber Model=Cultec R-280HD(Cultec Recharger®280HD) Effective Size=46.9"W x 26.0"H=>6.07 sf x 7.00'L=42.5 cf Overall Size=47.0"W x 26.5"H x 8.00'L with 1.00'Overlap Row Length Adjustment=+1.00'x 6.07 sf x 4 rows 47.0" Wide+6.0" Spacing=53.0" C-C Row Spacing 2 Chambers/Row x 7.00'Long+1.00'Row Adjustment= 15.00'Row Length+12.0"End Stone x 2= 17.00'Base Length 4 Rows x 47.0"Wide+6.0" Spacing x 3 + 12.0" Side Stone x 2= 19.17'Base Width 6.0" Base+26.5" Chamber Height+6.0" Cover=3.21'Field Height 8 Chambers x 42.5 cf +1.00'Row Adjustment x 6.07 sf x 4 Rows=364.3 cf Chamber Storage 1,045.4 cf Field-364.3 cf Chambers=681.1 cf Stone x 40.0%Voids=272.4 cf Stone Storage Chamber Storage+ Stone Storage= 636.7 cf=0.015 of Overall Storage Efficiency=60.9% 8 Chambers 38.7 cy Field 25.2 cy Stone 5BonwitRoad_propDWarea Type ff124-hr 2 yr Rainfall=3.50" Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paye I I Pond 2P: (8) CULTEC R-280HD UNITS Hydrograph ■Inflow - -- - 0.16 CfS -- - -- --'I--I- --I'I-- - --I'I - -- ---- --I-- ■Discarded I I 0.17 �' I I I I I I I I I I I I I I I I -- - - -- - -- - - -- II-10040 v�IAre;I3=�, 50-1550 -- 0.16 �' --I--r--r--I--+ --I--r--r-�--r--I--�--r--I--�--r--I--�--r--I--r--r-- 0.15 ,' --I--r--r--I--t --I--r--r-r--r--I--r--���� �� 0.14 T� -rt--r--I--+ --I--r--I--7--r--I--7--r--r-�--r--I--rt--r--I--rt--r-- 0.13OII1� �'� 0.12 0.11 w 01 3 0.09 - 008 LL 0.07 - 0.06CfS I - --�- 0.04 -- -- -- -- -- --r- ---T--T-- ---T- -- 0.05 0.04 ----T-----I- ---t----r--r----r--r---- --r----T--r----T--r-- 0.03 0.02 0.01 p .�._._._..._._ 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 5BonwitRoad_propDWarea Type III 24-hr 10 yr Rainfall=5.00" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paye 12 Time span=0.00-48.00 hrs, dt=0.01 hrs,4801 points Runoff by SCS TR-20 method,UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: PROP.DRIVEWAY WS Runoff Area-4,550 sf 40.42%Impervious Runoff Depth-2.54" Flow Length-157' Tc-6.7 min CN-76 Runoff-0.30 cfs 961 cf Pond 2P: (8)CULTEC R-280HD UNITS Peal-,Elev-222.59' Storage-293 cf Inflow-0.30 cfs 961 cf Outflow-0.05 cfs 961 cf Total Runoff Area=4,550 sf Runoff Volume=961 cf Average Runoff Depth =2.54" 59.58% Pervious=2,711 sf 40.42% Impervious=1,839 sf 5BonwitRoad_propDWarea Type III 24-hr IO yr Rainfall=5.00" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 OO 2014 HydroCAD Software Solutions LLC Paye 13 1S: PROP. DRIVEWAY WS (ASPHALT DRIVEWAY, GRASS, AND PORTION OF FRONT WALKWAY) TC Runoff = 0.30 cfs @ 12.10 hrs, Volume= 961 cf, Depth= 2.54" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span=0.00-48.00 hrs, dt=0.01 hrs Type III 24-hr 10-yr Rainfall=5.00" Area(sf) CN Description 2,711 61 >75% Grass cover, Good,HSG B 1,809 98 Paved parking, HSG B 30 98 Unconnected pavement, HSG B 4,550 76 Weighted Average 2,711 59.58% Pervious Area 1,839 40.42%Impervious Area 30 1.63%Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.5 40 0.0314 0.12 Sheet Flow,PROP. SHEET FLOW(GRASS) Grass: Dense n=0.240 P2=3.50" 0.9 42 0.0060 0.75 Sheet Flow,PROP. SHEET FLOW(DRIVEWAY) Smooth surfaces n=0.011 P2=3.50" 0.3 59 0.0373 3.92 Shallow Concentrated Flow,PROP. SHALLOW CONC. (DRIVEWAY) Paved Kv= 20.3 fps 0.0 16 0.0344 6.89 1.35 Pipe Channel,PROP. OUTLET TO CULTECTS 6.0" Round Area=0.2 sf Perim= 1.6' r=0.13' n=0.010 PVC, smooth interior 6.7 157 Total 5BonwitRoad_propDWarea Type III 24-hr 10 yr Rainfall=5.00" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCADOO 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paye 14 tOP. DRIVEWAY WS (ASPHALT DRIVEWAY, GRASS, AND PORTION OF FRONT WALKWAY) TOTAL A Hydrograph --Ir--i--y-- I --I - i -I--y--rt--+--r--i---li--y--rt--r--Ir--li---li--rt--+--r--i--- ■Runoff 0.32 -- 0.30 cfs -- -- -- -- ------- -- -- ---------- -- -- ----- ------- 0.3 --------'-- _ -- -- -- -- -- -- --'Tpe-IN-24Lhr-- IN-0.28 0.26 -- - -- -- --?-- --' -- Y 'l a�nfaf=5.QO--- 0.24 ------- --+--------RunoffArea=4,MG- f-- ------------- 0.22 1 1 1 1 1 N 0.2 -- ------ -- --- --+--' -- kuft6ff�1[�Lume=9+6- c�,f-- 0.18 ' -- --1--L -- 1--1-- --- RUndffDeOth-= .- 4` 0 0.16 - -----I a 0.14 -- - 1 [ YY lei 9th;-1 5 f ' -----i-- --7--r --i-- -- --r--r----- 0.12 -------+--�--� ----+--+--+--+-------+-- -- --�--� -�-- +�-�--- 0.1 0.08 ri ^C Ww' 0.06 0.04 0.02 0 0 2 4 6 8 10 12 14 16 1'8 20 22 24 26 28 30 32 34 36 38 40 42-.4'4..4. 446..4.8 Time (hours) 5BonwitRoad_propDWarea Type III 24-hr 10 yr Rainfall=5.00" Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paye 15 Summary for Pond 2P: (8) CULTEC R-280HD UNITS Inflow Area= 4,550 sf, 40.42% Impervious, Inflow Depth= 2.54" for 10-yr event Inflow = 0.30 cfs @ 12.10 hrs, Volume= 961 cf Outflow = 0.05 cfs @ 12.60 hrs, Volume= 961 cf, Atten=83%, Lag=30.3 min Discarded = 0.05 cfs @ 12.60 hrs, Volume= 961 cf Routing by Stor-Ind method,Time Span=0.00-48.00 hrs, dt=0.01 hrs Peak Elev=222.59'g 12.60 hrs Surf.Area=326 sf Storage=293 cf Plug-Flow detention time=42.7 min calculated for 961 cf(100%of inflow) Center-of-Mass det. time=42.7 min (875.6- 833.0) Volume Invert Avail.Storage Storage Description #IA 221.21' 272 cf 19.17'W x 17.00'L x 3.21'H Field A 1,045 of Overall-364 cf Embedded= 681 cf x 40.0%Voids #2A 221.7 P 364 of Cultec R-28OHD x 8 inside#1 Effective Size=46.9"W x 26.0"H =>6.07 sf x 7.00'L=42.5 cf Overall Size=47.0"W x 26.5"H x 8.00'L with 1.00' Overlap Row Length Adjustment=+1.00'x 6.07 sf x 4 rows 637 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Discarded 221.21' 5.140 in/hr Exfiltration over Wetted area Conductivity to Groundwater Elevation=0.00' Discarded Outflow Max=0.05 cfs @ 12.60 hrs HW=222.59' (Free Discharge) L1=Exfiltration (Controls 0.05 cfs) 5BonwitRoad_propDWarea Type III 24-hr 10 yr Rainfall=5.00" Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCADOO 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Pave 16 Pond 2P: (8) CULTEC R-280HD UNITS - Chamber Wizard Field A Chamber Model=Cultec R-280HD(Cultec Recharger®280HD) Effective Size=46.9"W x 26.0"H=>6.07 sf x 7.00'L=42.5 cf Overall Size=47.0"W x 26.5"H x 8.00'L with 1.00'Overlap Row Length Adjustment=+1.00'x 6.07 sf x 4 rows 47.0" Wide+6.0" Spacing=53.0" C-C Row Spacing 2 Chambers/Row x 7.00'Long+1.00'Row Adjustment= 15.00'Row Length+12.0"End Stone x 2= 17.00'Base Length 4 Rows x 47.0"Wide+6.0" Spacing x 3 + 12.0" Side Stone x 2= 19.17'Base Width 6.0" Base+26.5" Chamber Height+6.0" Cover=3.21'Field Height 8 Chambers x 42.5 cf +1.00'Row Adjustment x 6.07 sf x 4 Rows=364.3 cf Chamber Storage 1,045.4 cf Field-364.3 cf Chambers=681.1 cf Stone x 40.0%Voids=272.4 cf Stone Storage Chamber Storage+ Stone Storage= 636.7 cf=0.015 of Overall Storage Efficiency=60.9% 8 Chambers 38.7 cy Field 25.2 cy Stone 5BonwitRoad_propDWarea Type III 24-hr 10 yr Rainfall=5.00" Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paye 17 Pond 2P: (8) CULTEC R-280HD UNITS Hydrograph --1--�--��---�-- � -------r--��--�--r--1�--�--r--��--�--r--��--�--r--II--�--r-- Inflow 0.30 cfs ■Discarded 0.32 �1 14 r 6a s -1--1---'--L -'-- --'-- --L--1- ,, *- L 0.3 , 1 1 1 0.26 --1- -----1--- --'- -----'- --1---1--Irea flOV`��•?�"�-- o.2s I I I 1 � I I I I I 1 0.24 'I t rai- a-#2 31 cl -I--4--1---I--+ --1-- --1-- --}--1-- -- --1-------- 0.22 -------0.22 1 1--1--1---1--� --1-- --1--J--1--1--J-- --1-- -- --1-- --L--1--1--L-- 02 018 0 0.16 --i--i--I--- --I--;-----I--;-----I--;--I-- --I-- --I-- 1i --1-- --r--1--T --1--r--r- __r--1-- _-r--r- --r--1-- --r--1-- --r-- 0.14 �1 0.12 -1--1--1---1--L -1--i--1--J--L--1--J--L--1--�--L--1--1--L--1--1--L- 0.1 0.08 -11 0.05 cfs -'I-- '1 --'I---'I-----'I---'I-----'I--'I-----'I--'I - -- --'I--'I --- 0.06 -- --I--Y--I---I- -t__I__Y--Y__I__Y--Y--I--Y--Y--I--Y--Y--I--Y--Y-- 0.04 0.02 ' 0 2 4 6 8 10 1'2'"1'4''1'6--- Time 21416Time (hours) 5BonwitRoad_propDWarea Type III 24-hr 25 yr Rainfall=6.00" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paye 18 Time span=0.00-48.00 hrs, dt=0.01 hrs,4801 points Runoff by SCS TR-20 method,UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: PROP.DRIVEWAY WS Runoff Area-4,550 sf 40.42%Impervious Runoff Depth-3.38" Flow Length-157 Te-6.7 min CN-76 Runoff-0.40 efs 1,282 of Pond 2P: (8)CULTEC R-280HD UNITS Peal-,Elev-223.18' Storage-436 cf Inflow-0.40 cfs 1,282 cf Outflow-0.06 cfs 1,282 cf Total Runoff Area=4,550 sf Runoff Volume= 1,282 cf Average Runoff Depth=3.38" 59.58% Pervious=2,711 sf 40.42% Impervious=1,839 sf 5BonwitRoad_propDWarea Type III 24-hr 25 yr Rainfall=6.00" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 OO 2014 HydroCAD Software Solutions LLC Paye 19 1S: PROP. DRIVEWAY WS (ASPHALT DRIVEWAY, GRASS, AND PORTION OF FRONT WALKWAY) TC Runoff = 0.40 cfs @ 12.10 hrs, Volume= 1,282 cf, Depth= 3.38" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span=0.00-48.00 hrs, dt=0.01 hrs Type III 24-hr 25-yr Rainfall=6.00" Area(sf) CN Description 2,711 61 >75% Grass cover, Good,HSG B 1,809 98 Paved parking, HSG B 30 98 Unconnected pavement, HSG B 4,550 76 Weighted Average 2,711 59.58% Pervious Area 1,839 40.42%Impervious Area 30 1.63%Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.5 40 0.0314 0.12 Sheet Flow,PROP. SHEET FLOW(GRASS) Grass: Dense n=0.240 P2=3.50" 0.9 42 0.0060 0.75 Sheet Flow,PROP. SHEET FLOW(DRIVEWAY) Smooth surfaces n=0.011 P2=3.50" 0.3 59 0.0373 3.92 Shallow Concentrated Flow,PROP. SHALLOW CONC. (DRIVEWAY) Paved Kv= 20.3 fps 0.0 16 0.0344 6.89 1.35 Pipe Channel,PROP. OUTLET TO CULTECTS 6.0" Round Area=0.2 sf Perim= 1.6' r=0.13' n=0.010 PVC, smooth interior 6.7 157 Total 5BonwitRoad_propDWarea Type III 24-hr 25 yr Rainfall=6.00" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCADOO 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paye 20 tOP. DRIVEWAY WS (ASPHALT DRIVEWAY, GRASS, AND PORTION OF FRONT WALKWAY) TOTAL A Hydrograph 0.44 ----- --T--i ------- --i--i �RUnOff 0.42 0.40 cfs --J--1--1--��--'---'-- --1--L----------1--1--r--�'--- 0.4 -------+--+- r ----+--+--+--r-------+--+--+-- - Type+[H+2 -hir 0.38 --i R' 1--7--r ----1-- --i--I--I-------_T T--I-----I--7--i-_r--1-- 0.36 ---------' --'- -----------------------/'] pyo yr 0.34 ------- --�--� ---- -- --i--~------- -- --+-----I---I--4-- --�--I--- 0.32 ;--;--; ----;--;--;--;-- ;Runo��Area--4;550-s#- 0.3 --i-----li-- --'i -----li-- il -- --li--i---------- 'i----u'----------------- 0.28 --1---1--J--1--L ----J--1--+--L---- V��"� e��7 � - - w0.26 -------+--+--r ----+--+--+--r-------+- -+- - - ---+ + r --- 0.24 ----;--7--r ----;--7--r--it--li----;-- uno�f#IiDepth- 7138,--- 0 0.22 --'i--'i--il-- --'i -----'i-- -- --'i--'i--'i--il-- - -'-- - -- 0.2 ROW Lertoth=15T-- 0.18 --r--i--r--r--r -r-r--r--r--r--r--i--r--r--r--r--r ----r-- r-.-r-- 6.7 0.16 __i -L' z -- 0.14 -----------' --'- --'---'---' -- '--------------------------'---' j'�KKr' (c� 0.12 -------+--+-- ----+--+--+--+-------+--+--+----------+-CN:F7N-- 0.1 --r--i-- --r--r --r- --7--r--r--r--i-- --r--r--r--r----r--r--r--r-- 0.08 --', --'-- '-- --' --'-- '-- -- ' --------'-- '-- -- 0.06 -----'-- --1--L -'-- --1--1--L--1---'--J--1--L--1--------1--1--L--1--- 0.04 --r-r--r--r-- --r--+--r--r----r--r--r--r-------r--+--r--i--- 0.02 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 5BonwitRoad_propDWarea Type III 24-hr 25 yr Rainfall=6.00" Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paye 21 Summary for Pond 2P: (8) CULTEC R-280HD UNITS Inflow Area= 4,550 sf, 40.42% Impervious, Inflow Depth= 3.38" for 25-yr event Inflow = 0.40 cfs @ 12.10 hrs, Volume= 1,282 cf Outflow = 0.06 cfs @ 12.69 hrs, Volume= 1,282 cf, Atten=86%, Lag=35.4 min Discarded = 0.06 cfs @ 12.69 hrs, Volume= 1,282 of Routing by Stor-Ind method,Time Span=0.00-48.00 hrs, dt=0.01 hrs Peak Elev=223.18'g 12.69 hrs Surf.Area=326 sf Storage=436 cf Plug-Flow detention time=63.7 min calculated for 1,281 cf(100% of inflow) Center-of-Mass det. time=63.7 min (888.3 - 824.7) Volume Invert Avail.Storage Storage Description #IA 221.21' 272 cf 19.17'W x 17.00'L x 3.21'H Field A 1,045 of Overall-364 cf Embedded= 681 cf x 40.0%Voids #2A 221.7 P 364 of Cultec R-28OHD x 8 inside#1 Effective Size=46.9"W x 26.0"H =>6.07 sf x 7.00'L=42.5 cf Overall Size=47.0"W x 26.5"H x 8.00'L with 1.00' Overlap Row Length Adjustment=+1.00'x 6.07 sf x 4 rows 637 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Discarded 221.21' 5.140 in/hr Exfiltration over Wetted area Conductivity to Groundwater Elevation=0.00' Discarded Outflow Max=0.06 cfs @ 12.69 hrs HW=223.18' (Free Discharge) L1=Exfiltration (Controls 0.06 cfs) 5BonwitRoad_propDWarea Type III 24-hr 25 yr Rainfall=6.00" Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCADOO 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paye 22 Pond 2P: (8) CULTEC R-280HD UNITS - Chamber Wizard Field A Chamber Model=Cultec R-280HD(Cultec Recharger®280HD) Effective Size=46.9"W x 26.0"H=>6.07 sf x 7.00'L=42.5 cf Overall Size=47.0"W x 26.5"H x 8.00'L with 1.00'Overlap Row Length Adjustment=+1.00'x 6.07 sf x 4 rows 47.0" Wide+6.0" Spacing=53.0" C-C Row Spacing 2 Chambers/Row x 7.00'Long+1.00'Row Adjustment= 15.00'Row Length+12.0"End Stone x 2= 17.00'Base Length 4 Rows x 47.0"Wide+6.0" Spacing x 3 + 12.0" Side Stone x 2= 19.17'Base Width 6.0" Base+26.5" Chamber Height+6.0" Cover=3.21'Field Height 8 Chambers x 42.5 cf +1.00'Row Adjustment x 6.07 sf x 4 Rows=364.3 cf Chamber Storage 1,045.4 cf Field-364.3 cf Chambers=681.1 cf Stone x 40.0%Voids=272.4 cf Stone Storage Chamber Storage+ Stone Storage= 636.7 cf=0.015 of Overall Storage Efficiency=60.9% 8 Chambers 38.7 cy Field 25.2 cy Stone 5BonwitRoad_propDWarea Type III 24-hr 25 yr Rainfall=6.00" Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paye 23 Pond 2P: (8) CULTEC R-280HD UNITS Hydrograph __'__�__'__ ■Inflow 0.40 cfs -- '---',,---',-- '---',---',--'---',--�,--'---',--?--'---',--?--'--- ■Discarded 0.44 ---- ---- -- ---- -- -----------j----------- -- ----+-- -- 6.42 --i-- --i--i--- --i-- -----i-- ---ij^�f `+�• i/`11'� 14,'J V' sf-- 0.4 - - - - - - --- __� _ .7 -- 0.38 ----*--r--i--+ ----+----+--r----+-- -- - -- -- ----------- 0.36 T r- 0.34 ---- -----'--r --'--r--'--r--r--'--r--r-----1--r---- --r--1-- --r-- 0.32 -11---11--+ ----+---- -- ---- -- --- ver g =436,cf-- 0.3 0.28 -J--1--1---1--1 - --i--'--r--r--'--r--L-----1--r---- --r----1--L-- a 0.26 --i--*--r--i--t --1--r--r-r--r----r--r--r-r--r--i--r--r----*--r-- 0.24 30.22 --1--1-------1 ----i---- --i---- --L----1--L--1--1--L--1--1--L-- 0 0.2 ----r--r--i--r ----r--r-r--r- -r-r--r--r-r--r --r-r--r----r--r-- 0.18 ---- -------- ------------;----------------------- ---- --;-- 0.16 ---- -------+ ---- ---- -- ---- -- ---- -- ---- -- ---- -- -- 0.14 --i--r--r--i--r --i--r--r-r--r--r-r--r--r-r--r--i--r--r--i--r--r-- 0.12 --'---'-----'--= ------------------------- --�--'---'-----'---'--'--- 0.1 ---- ------- ---- ---- -- ---- -- ---- -- ---- -- ---- -- -- 0.08 --4- 0.06 cfs ---r--I-- --r--I-- --r--I-- -- ----4--r-----T-- -- 0.06 --'-- ------- -----'--' -----'--' --'---'-----'-- --' --'-- --' 0.04 0.02 p ...._._._..._._ 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) is HOUSE WATERSHED (HOUSFRONT, PORCH, S EPS, LEFT LAN DI G, AND AREAWAY) TOTAL AREA = 21833.44 SQ. T. 2 P (10) CULTEC R-280HD UNITS Subcat Reach on Link Routing Diagram for 5BonwitRoad_propHouse Prepared by Vincent A. Massaro, P.E., Printed 6/10/2015 HydroCAD®10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC 5BonwitRoad_propHouse Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Pa4e 2 Area Listing (all nodes) Area CN Description (sq-ft) (subcatchment-numbers) 2,833 98 Roofs,HSG B (1S) 2,833 98 TOTAL AREA 5BonwitRoad_propHouse Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paze 3 Soil Listing (all nodes) Area Soil Subcatchment (sq-ft) Group Numbers 0 HSG A 2,833 HSG B 1S 0 HSG C 0 HSG D 0 Other 2,833 TOTAL AREA 5BonwitRoad_propHouse Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCAD® 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Pa4e 4 Ground Covers (all nodes) HSG-A HSG-B HSG-C HSG-D Other Total Ground Subcatchment (sq-ft) (sq-ft) (sq-ft) (sq-ft) (sq-ft) (sq-ft) Cover Numbers 0 2,833 0 0 0 2,833 Roofs 1S 0 2,833 0 0 0 2,833 TOTAL AREA 5BonwitRoad_propHouse Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Page 5 Pipe Listing (all nodes) Line# Node In-Invert Out-Invert Length Slope n Diam/Width Height Inside-Fill Number (feet) (feet) (feet) (ft/ft) (inches) (inches) (inches) 1 1S 0.00 0.00 68.0 0.0888 0.010 6.0 0.0 0.0 2 IS 0.00 0.00 5.0 0.0100 0.010 8.0 0.0 0.0 5BonwitRoad_propHouse Type11124-hr 2 yr Rainfall=3.50" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Page 6 Time span=0.00-48.00 hrs, dt=0.01 hrs,4801 points Runoff by SCS TR-20 method,UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S:HOUSE WATERSHED Runoff Area-2,833 sf 100.00%Impervious Runoff Depth-3.27" Flow Length-119' Tc-1.3 min CN-98 Runoff=0.26 cfs 771 cf Pond 2P: (10)CULTEC R-28OHD UNITS Peal-,Elev-215.40' Storage-255 cf Inflow-0.26 cfs 771 cf Outflow-0.03 cfs 771 cf Total Runoff Area=2,833 sf Runoff Volume=771 cf Average Runoff Depth =3.27" 0.00% Pervious=0 sf 100.00% Impervious=2,833 sf 51tonwitRoad_propHouse Type III24-hr2-yr Rainfa11=3.50" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 OO 2014 HydroCAD Software Solutions LLC Paee 7 ent 1S: HOUSE WATERSHED (HOUSE, FRONT PORCH, STEPS, LEFT LANDING, AND AREAWAY) TOTA Runoff = 0.26 cfs @ 12.02 hrs, Volume= 771 cf, Depth= 3.27" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span=0.00-48.00 hrs, dt=0.01 hrs Type Ill 24-hr 2-yr Rainfall=3.50" Area(sf) CN Description 2,833 98 Roofs,HSG B 2,833 100.00%Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 0.1 18 0.8335 4.54 Sheet Flow,PROP. SHEET FLOW(HOUSE ROOF) Smooth surfaces n=0.011 P2=3.50" 1.1 28 0.0001 0.42 0.13 Channel Flow,PROP. OPEN CHANNEL FLOW(GUTTER) Area=0.3 sf Perim= 1.5' r=0.20' n=0.012 Steel, smooth 0.1 68 0.0888 11.07 2.17 Pipe Channel,PROP.PIPE FLOW(LDR.DRAIN) 6.0" Round Area=0.2 sf Perim= 1.6' r=0.13' n=0.010 PVC, smooth interior 0.0 5 0.0100 4.50 1.57 Pipe Channel,PROP.PIPE FLOW(OULET TO CULTECS) 8.0" Round Area=0.3 sf Perim=2.1' r=0.17' n=0.010 PVC, smooth interior 1.3 119 Total HOUSE WATERSHED (HOUSE, FRONT PORCH, STEPS, LEFT LANDING, AND AREAWAY) TOTAL ARI Hydrograph I I 0.28 I I I I I I I I I I I I -- �Runoff I I -- -- -- 0.26 cfs -- -- -- --+-- ------- -- -- --------p 'S--+-- I4 I -- -- 0.26 1""-h�- ��p Z46-hr -- -- --I-- -- --r --r- -- --+--r-- -- -- -- --r- 1- 0.24 -- -- -- - -- -- --+------------ y1"Ra�natl- f?"-- 0.22 --+-+--+--+-- ----+--+--+--+--+----+--+--+-------+--+--+--+--I--- 0.2 ' - Rllunoff Ar+eall=2,81133 sf --I--I--7--7--7 -I--7--7--T--7--I----7--7--T-----I---I--7 -T--7--I--- 0.18 ' ---------- I --- --I---I-- I --,--I-----Runoff llVQ1ume=171-cIf-- w 0.16 I I I I I I I I I I I I I I I I I I -I-- --+--+-- -------1!k--6 -ne-oth=x.271 c 0.14 LL 0.12 Flow Lenath:419'-- 0.1 T --II-+--+--+--+ --+-+--+--+--+--+----+--+--+--+--I q--11.3-rmn-- 0.08 I --I---I--it--it --� 0.06 y --I---I--�--1-- --1--J--1--L--L--I---I--�--1--L--1---I---I--1--L--L--I--- 0.04 --+-+--+--+-- -+-+--+--+-- -------+--+--+----------+--+--+--I--- 0.02 0Ar144 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 5BonwitRoad_propHouse Type ff124-hr 2 yr Rainfall=3.50" Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCADOO 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paye 8 Summary for Pond 2P: (10) CULTEC R-280HD UNITS Inflow Area= 2,833 sf,100.00%Impervious, Inflow Depth= 3.27" for 2-yr event Inflow = 0.26 cfs @ 12.02 hrs, Volume= 771 cf Outflow = 0.03 cfs @ 12.61 hrs, Volume= 771 cf, Atten=90%, Lag=35.7 min Discarded = 0.03 cfs @ 12.61 hrs, Volume= 771 cf Routing by Stor-Ind method,Time Span=0.00-48.00 hrs, dt=0.01 hrs Peak Elev=215.40'g 12.61 hrs Surf.Area=442 sf Storage=255 cf Plug-Flow detention time=70.4 min calculated for 771 cf(100%of inflow) Center-of-Mass det. time=70.4 min (820.6- 750.2) Volume Invert Avail.Storage Storage Description #lA 214.41' 392 cf 11.33'W x 39.00'L x 3.21'H Field A 1,418 cf Overall-437 cf Embedded=981 cf x 40.0%Voids #2A 214.9 P 437 cf Cultec R-28OHD x 10 inside#1 Effective Size=46.9"W x 26.0"H =>6.07 sf x 7.00'L=42.5 cf Overall Size=47.0"W x 26.5"H x 8.00'L with 1.00' Overlap Row Length Adjustment=+1.00'x 6.07 sf x 2 rows 830 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Discarded 214.41' 2.000 in/hr Exfiltration over Wetted area Conductivity to Groundwater Elevation=0.00' Discarded Outflow Max=0.03 cfs @ 12.61 hrs HW=215.40' (Free Discharge) L1=Exfiltration (Controls 0.03 cfs) 511onwitRoad_propHouse Type ff124-hr 2 yr Rainfall=3.50" Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCADOO 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paye 9 Pond 2P: (10) CULTEC R-280HD UNITS - Chamber Wizard Field A Chamber Model=Cultec R-280HD(Cultec Recharger®280HD) Effective Size=46.9"W x 26.0"H=>6.07 sf x 7.00'L=42.5 cf Overall Size=47.0"W x 26.5"H x 8.00'L with 1.00'Overlap Row Length Adjustment=+1.00'x 6.07 sf x 2 rows 47.0" Wide+6.0" Spacing=53.0" C-C Row Spacing 5 Chambers/Row x 7.00'Long+1.00'Row Adjustment=36.00'Row Length+18.0"End Stone x 2=39.00'Base Length 2 Rows x 47.0"Wide+6.0" Spacing x 1 + 18.0" Side Stone x 2= 11.33'Base Width 6.0" Base+26.5" Chamber Height+6.0" Cover=3.21'Field Height 10 Chambers x 42.5 cf +1.00'Row Adjustment x 6.07 sf x 2 Rows=437.2 cf Chamber Storage 1,418.1 cf Field-437.2 cf Chambers=980.9 cf Stone x 40.0%Voids=392.4 cf Stone Storage Chamber Storage+ Stone Storage= 829.5 cf=0.019 of Overall Storage Efficiency=58.5% 10 Chambers 52.5 cy Field 36.3 cy Stone 0 5BonwitRoad_propHouse Type ff124-hr 2 yr Rainfall=3.50" Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paye 10 Pond 2P: (10) CULTEC R-280HD UNITS Hydrograph I I 1 ■Inflow ----�--�--0.26 CfS ---I---I-----I---I-----I--�-----I--�-----I--�-_?__ ■Discarded 0.28 --1--+--1- --+--1--+--+--1--+--r--1--+--+--1--+--+--1--+--+-- 0.26 , 1 1 1 1 1 1 1 1 1 1 1 1 1 V I I I I I I I I I I I I I I I I I I I I 0.24 --1-- --1I--1--+ - 1--+--1--+-- --1--+-- Pleak l Ov`M-.40-- 7-- 022 0.2 '1 0.18 0.16 ,'1 --1--1--1---1--L --1--L--1--J--L--1--J--L--1--�--L--1--1--L--1--1--L-- 3 0.14 --1--T--1---1--T --1--T--1--7--T--1--T--r--1-- --r--1-- --r--1--T--r-- 0.12 '1 1 1 1 1 1 1 1 1 1 1 1 0.1 ' ----r--r--1--t --1--r--r-r--r--1--r--r--1--r--r--1--r--r--1--r--r-- 0.08 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0.06 --1--*--r--1--+ --1--r--1--r--r--1--r--r--r-r--r--1--*--r--1--*--r-- '' 0.04 0.03cfs - -- - --;- - --;- - --;- -- 0.02 o 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 5BonwitRoad_propHouse Type III 24-hr 10 yr Rainfall=5.00" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paye 11 Time span=0.00-48.00 hrs, dt=0.01 hrs,4801 points Runoff by SCS TR-20 method,UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S:HOUSE WATERSHED Runoff Area-2,833 sf 100.00%Impervious Runoff Depth-4.76" Flow Length-119' Tc-1.3 min CN-98 Runoff=0.38 efs 1,125 of Pond 2P: (10)C ULTEC R-28OHD UNITS Peal-,Elev-215.91' Storage-418 cf Inflow-0.38 cfs 1,125 cf Outflow-0.03 cfs 1,125 cf Total Runoff Area=2,833 sf Runoff Volume= 1,125 cf Average Runoff Depth=4.76" 0.00% Pervious=0 sf 100.00% Impervious=2,833 sf 51tonwitRoad_propHouse Type III 24-hr 10 yr Rainfall=5.00" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 OO 2014 HydroCAD Software Solutions LLC Pale 12 ent 1S: HOUSE WATERSHED (HOUSE, FRONT PORCH, STEPS, LEFT LANDING, AND AREAWAY) TOTA Runoff = 0.38 cfs @ 12.02 hrs, Volume= 1,125 cf, Depth= 4.76" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span=0.00-48.00 hrs, dt=0.01 hrs Type Ill 24-hr 10-yr Rainfall=5.00" Area(sf) CN Description 2,833 98 Roofs,HSG B 2,833 100.00%Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 0.1 18 0.8335 4.54 Sheet Flow,PROP. SHEET FLOW(HOUSE ROOF) Smooth surfaces n=0.011 P2=3.50" 1.1 28 0.0001 0.42 0.13 Channel Flow,PROP. OPEN CHANNEL FLOW(GUTTER) Area=0.3 sf Perim= 1.5' r=0.20' n=0.012 Steel, smooth 0.1 68 0.0888 11.07 2.17 Pipe Channel,PROP.PIPE FLOW(LDR.DRAIN) 6.0" Round Area=0.2 sf Perim= 1.6' r=0.13' n=0.010 PVC, smooth interior 0.0 5 0.0100 4.50 1.57 Pipe Channel,PROP.PIPE FLOW(OULET TO CULTECS) 8.0" Round Area=0.3 sf Perim=2.1' r=0.17' n=0.010 PVC, smooth interior 1.3 119 Total HOUSE WATERSHED (HOUSE, FRONT PORCH, STEPS, LEFT LANDING, AND AREAWAY) TOTAL ARI Hydrograph -----I--7--r--r-----I--­­T--7 --7--7--T--------I--r--+--r--1--- 0.42 -----,-- -- -- 0.4i i i i i i i i i i i i i i i i i i i �Runoff - - -- -- 0.38 cfs -- -- - - - - -- -- - - -- -- - - ---- 0.38 ------------- - ---------------- --------------'- - _e1[fl 2 - �r 0.36 --'---'--�--1--L --1--J--1--1--L--1---'--J--1--L--1----s�'"-1--1--�--�- - 0.34 --+--i-- -- -- --+-+-- --+-- --+--i-- --1flTyr RQ111i11Q1IZJ.lUVi"-- 0.32 --r--i--7--rt--r ----7--rt--r--r--r----7--rt--t--r-------rt--r--r--i--- 0.3 j--�r----;--�--r ----;-- --T--�r--�r----;R� noffArea=2;833-s#- 0.28 --------�,-- --�, -----�,-- --------------�,-- --;---------- ----------- ------- -- ',-- n9ff Vfi��� -��17'�� _�- 0.26 --------'-- -- 6 F0.24 -----------' --'- ------------------------ n� = TT ',n-- 0.22 --1---1--J--1-- ----J--1--1--L--1---'-- -- �eh_i J_�--- LL th-11 94- 0.18 --r----7--r--r ----7--r--T--r--r--I--7--r--r--r----�-+-- --r--r--i--- 0.16 1 �Z -3-M ill- 0.14 ----r--r--r ----r--r--T--r--r----T--r--r--r--i-- i T 0.14 -------------- ---------- --------------------------------------- 0.12 ------- -- --'- ----------�-CN=98- 0.1 ------- --1--L ---- --1--1--L--1----- --1--L--1--------1--+--L--'--- 0.08 -------+--+-- ----+--+--+--+-------+--+--+----------+--+--+----- 0.06 ---- --1--+--r ---- -- --+--r-------1--+--+--r------- --+--r--i--- 0.04 --r- --7--r-- --7--r--T--r--r----7--r--r--r-------r--T--r--�--- 0.02 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 5BonwitRoad_propHouse Type III 24-hr 10 yr Rainfall=5.00" Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paye 13 Summary for Pond 2P: (10) CULTEC R-280HD UNITS Inflow Area= 2,833 sf,100.00%Impervious, Inflow Depth= 4.76" for 10-yr event Inflow = 0.38 cfs @ 12.02 hrs, Volume= 1,125 cf Outflow = 0.03 cfs @ 12.90 hrs, Volume= 1,125 cf, Atten=93%, Lag= 52.6 min Discarded = 0.03 cfs @ 12.90 hrs, Volume= 1,125 cf Routing by Stor-Ind method,Time Span=0.00-48.00 hrs, dt=0.01 hrs Peak Elev=215.91'g 12.90 hrs Surf.Area=442 sf Storage=418 cf Plug-Flow detention time= 117.1 min calculated for 1,124 cf(100% of inflow) Center-of-Mass det. time= 117.0 min (860.7- 743.7) Volume Invert Avail.Storage Storage Description #lA 214.41' 392 cf 11.33'W x 39.00'L x 3.21'H Field A 1,418 cf Overall-437 cf Embedded=981 cf x 40.0%Voids #2A 214.9 P 437 cf Cultec R-28OHD x 10 inside#1 Effective Size=46.9"W x 26.0"H =>6.07 sf x 7.00'L=42.5 cf Overall Size=47.0"W x 26.5"H x 8.00'L with 1.00' Overlap Row Length Adjustment=+1.00'x 6.07 sf x 2 rows 830 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Discarded 214.41' 2.000 in/hr Exfiltration over Wetted area Conductivity to Groundwater Elevation=0.00' Discarded Outflow Max=0.03 cfs @ 12.90 hrs HW=215.91' (Free Discharge) L1=Exfiltration (Controls 0.03 cfs) 511onwitRoad_propHouse Type III 24-hr 10 yr Rainfall=5.00" Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCADOO 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Pave 14 Pond 2P: (10) CULTEC R-280HD UNITS - Chamber Wizard Field A Chamber Model=Cultec R-280HD(Cultec Recharger®280HD) Effective Size=46.9"W x 26.0"H=>6.07 sf x 7.00'L=42.5 cf Overall Size=47.0"W x 26.5"H x 8.00'L with 1.00'Overlap Row Length Adjustment=+1.00'x 6.07 sf x 2 rows 47.0" Wide+6.0" Spacing=53.0" C-C Row Spacing 5 Chambers/Row x 7.00'Long+1.00'Row Adjustment=36.00'Row Length+18.0"End Stone x 2=39.00'Base Length 2 Rows x 47.0"Wide+6.0" Spacing x 1 + 18.0" Side Stone x 2= 11.33'Base Width 6.0" Base+26.5" Chamber Height+6.0" Cover=3.21'Field Height 10 Chambers x 42.5 cf +1.00'Row Adjustment x 6.07 sf x 2 Rows=437.2 cf Chamber Storage 1,418.1 cf Field-437.2 cf Chambers=980.9 cf Stone x 40.0%Voids=392.4 cf Stone Storage Chamber Storage+ Stone Storage= 829.5 cf=0.019 of Overall Storage Efficiency=58.5% 10 Chambers 52.5 cy Field 36.3 cy Stone 0 5BonwitRoad_propHouse Type III 24-hr 10 yr Rainfall=5.00" Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paye 15 Pond 2P: (10) CULTEC R-280HD UNITS Hydrograph --i--r--r--i--t--r--i--r--r-r--r--r-r--r--r-r--r--i--r--r--i--r--r-- ■Inflow 0.42 --'-- --'- 0.38 cf$ --'-----'--'-----'--'--'-- --'--'-- --'--'-- --'-- ■Discarded 0.4 ---+- ---i--+ ---+----+--+--i- - r - + 0.38 ----,--r----t ---- ---- --r---Inftow A� � ,8 3,s - 0.36 ------------- ------------------ 0.34 �' ------------- 0.32 Z ---- -------k ---- ---- -- ---- -- ---- -- ---- -- ---- -- -- 0.3 Sfv'I rig o,=* 8+Cf-- 028 ' --i--r--r--i--t --i--r--r-r--r--r-r--r--r-r--r--i--r--r--i--r--r-- 0.26 a 0.24 ---- -- ---- ---------- ---- - 0.22 --�--+--�---�--+ --�--+--�--+--+--�--+--r--�--+--r--�--+--+--�--+--r-- 0 0.2 ----r--r--i--t ----r--r-r--r----r--r--r-r--r----r--r----r--r-- LL 0.18 - - - - - - - - - - 0.16 0.14 -- -------+ ---- ---- -- ---- -- ------------- -- ---- -- -- 0.12 -_i--r--r--i--r -_i--r--i--r--r--i--r--r--r-r--r--i--r--r--i--r--r-- 0.1 - - - - - - - - - - - 0.08 --'-- -----'-- ------------------------------ 0.06 Z --1--1--L--1--1--L--1--1--r-- 0.04 0.03 cfs 0.02 o ---------- 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 5BonwitRoad_propHouse Type III 24-hr 25 yr Rainfall=6.00" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paye 16 Time span=0.00-48.00 hrs, dt=0.01 hrs,4801 points Runoff by SCS TR-20 method,UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S:HOUSE WATERSHED Runoff Area-2,833 sf 100.00%Impervious Runoff Depth-5.76" Flow Length-119' Tc-1.3 min CN-98 Runoff=0.45 efs 1,360 of Pond 2P: (10)CULTEC R-28OHD UNITS Peal-,Elev-216.29' Storage-537 cf Inflow-0.45 cfs 1,360 cf Outflow-0.03 cfs 1,360 cf Total Runoff Area=2,833 sf Runoff Volume= 1,360 cf Average Runoff Depth=5.76" 0.00% Pervious=0 sf 100.00% Impervious=2,833 sf 51tonwitRoad_propHouse Type III 24-hr 25 yr Rainfall=6.00" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 OO 2014 HydroCAD Software Solutions LLC Pale 17 ent 1S: HOUSE WATERSHED (HOUSE, FRONT PORCH, STEPS, LEFT LANDING, AND AREAWAY) TOTA Runoff = 0.45 cfs @ 12.02 hrs, Volume= 1,360 cf, Depth= 5.76" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span=0.00-48.00 hrs, dt=0.01 hrs Type Ill 24-hr 25-yr Rainfall=6.00" Area(sf) CN Description 2,833 98 Roofs,HSG B 2,833 100.00%Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 0.1 18 0.8335 4.54 Sheet Flow,PROP. SHEET FLOW(HOUSE ROOF) Smooth surfaces n=0.011 P2=3.50" 1.1 28 0.0001 0.42 0.13 Channel Flow,PROP. OPEN CHANNEL FLOW(GUTTER) Area=0.3 sf Perim= 1.5' r=0.20' n=0.012 Steel, smooth 0.1 68 0.0888 11.07 2.17 Pipe Channel,PROP.PIPE FLOW(LDR.DRAIN) 6.0" Round Area=0.2 sf Perim= 1.6' r=0.13' n=0.010 PVC, smooth interior 0.0 5 0.0100 4.50 1.57 Pipe Channel,PROP.PIPE FLOW(OULET TO CULTECS) 8.0" Round Area=0.3 sf Perim=2.1' r=0.17' n=0.010 PVC, smooth interior 1.3 119 Total HOUSE WATERSHED (HOUSE, FRONT PORCH, STEPS, LEFT LANDING, AND AREAWAY) TOTAL ARI Hydrograph --�---�--�--L--L--1--1--J--1--1--L--1---�--�--L--L--L--�---�--L--1--L--1--- 0.5 --r----r--r--r--r----r--r--T--r--r----r--r--r--r--r--i-- --T--r-- i--- Runoff 0.48 -- ---- -- 0.45 cfs -- --1--1--L--1 ---- --1--L--1 -------1--1--L--I--- 0.46 -- ---- -- -- -- --r--+-- ---- -- --r-- ------- --T-- - --- 0.44 ---- -- --�--� ---- --1--1--L------- --1--1--'-- -ype-'��'-2 � �- 0.42 --r--i--r--r--r --r-r--r--r--r--r--i--r--r--r--r--r--i--r--r--r--r-- --------- --� ---------------------'-- 0.4 - - 23�yr-Raiftf21 -fr.1001"-- 0.38 --r--i--r--r--r --i--r--r--r--r--r--i--r--r--r--r--i---i--*--r--r--r-- 0.3s --------- --'- -----li-- -- -----------Runufrea='2z8 -s - 0.34 -----+--+--+ ----+--+--+--+-------+--+--+----------+- +--+----- 0.32 --------,-- --, -----,-- --------,-- 0.3 --+-- -- --+--+-- -- r�Off b¢fgrrre_+'� $60- - 0.28 -- 0.26 J 1 1--1--L --�--Runoff Depth-5.76 --'---'- [,� ,j m C 0.24 --�i---- --7--r ---- --7--r--�r--�i-------7-FlO�w-Lenoth 11ag-- a 0.22 --1---1--J--1--L --'--J--1--+--L-----'--1--1 1 0.2 --r----r--r--r ----r--r--r--r--r----r--r--r----- ---r--r--r-.-r-- 0.18 -------1--1--L ----1--1-- '---'---'--------1--L-------F'C1-. A'=(�EIQ-- 0.16 --r----r--r--r ----r--r--+--r--r----r--r--r--r-------rt_�jrYi 31 0.14 ------- --1--� ----1-- ------------- --1--�--------�-- 0.12 -------+--+--+ ----+--+--+--+-------+--+--+----------+--+--+----- 0.1 ---�-- -- --� --�-- -- -- --------�-- -- -- --------�-- -- --�--�--- 0.08 ------- --1-- ---- --1--+-- ------- --1-- --1---1---1--1--+-- ----- 0.06 ----- -- -- 0.04 ------- --1-- - - --1--+--L------- --1-- --1---1---1--1--+-- ----- 0.02 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 5BonwitRoad_propHouse Type III 24-hr 25 yr Rainfall=6.00" Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paye 18 Summary for Pond 2P: (10) CULTEC R-280HD UNITS Inflow Area= 2,833 sf,100.00%Impervious, Inflow Depth= 5.76" for 25-yr event Inflow = 0.45 cfs @ 12.02 hrs, Volume= 1,360 cf Outflow = 0.03 cfs @ 13.00 hrs, Volume= 1,360 cf, Atten=93%, Lag= 58.7 min Discarded = 0.03 cfs @ 13.00 hrs, Volume= 1,360 cf Routing by Stor-Ind method,Time Span=0.00-48.00 hrs, dt=0.01 hrs Peak Elev=216.29'g 13.00 hrs Surf.Area=442 sf Storage=537 cf Plug-Flow detention time= 149.5 min calculated for 1,360 cf(100% of inflow) Center-of-Mass det. time= 149.4 min (890.2- 740.8) Volume Invert Avail.Storage Storage Description #lA 214.41' 392 cf 11.33'W x 39.00'L x 3.21'H Field A 1,418 cf Overall-437 cf Embedded=981 cf x 40.0%Voids #2A 214.9 P 437 cf Cultec R-28OHD x 10 inside#1 Effective Size=46.9"W x 26.0"H =>6.07 sf x 7.00'L=42.5 cf Overall Size=47.0"W x 26.5"H x 8.00'L with 1.00' Overlap Row Length Adjustment=+1.00'x 6.07 sf x 2 rows 830 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Discarded 214.41' 2.000 in/hr Exfiltration over Wetted area Conductivity to Groundwater Elevation=0.00' Discarded Outflow Max=0.03 cfs @ 13.00 hrs HW=216.29' (Free Discharge) L1=Exfiltration (Controls 0.03 cfs) 511onwitRoad_propHouse Type III 24-hr 25 yr Rainfall=6.00" Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCADOO 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Pave 19 Pond 2P: (10) CULTEC R-280HD UNITS - Chamber Wizard Field A Chamber Model=Cultec R-280HD(Cultec Recharger®280HD) Effective Size=46.9"W x 26.0"H=>6.07 sf x 7.00'L=42.5 cf Overall Size=47.0"W x 26.5"H x 8.00'L with 1.00'Overlap Row Length Adjustment=+1.00'x 6.07 sf x 2 rows 47.0" Wide+6.0" Spacing=53.0" C-C Row Spacing 5 Chambers/Row x 7.00'Long+1.00'Row Adjustment=36.00'Row Length+18.0"End Stone x 2=39.00'Base Length 2 Rows x 47.0"Wide+6.0" Spacing x 1 + 18.0" Side Stone x 2= 11.33'Base Width 6.0" Base+26.5" Chamber Height+6.0" Cover=3.21'Field Height 10 Chambers x 42.5 cf +1.00'Row Adjustment x 6.07 sf x 2 Rows=437.2 cf Chamber Storage 1,418.1 cf Field-437.2 cf Chambers=980.9 cf Stone x 40.0%Voids=392.4 cf Stone Storage Chamber Storage+ Stone Storage= 829.5 cf=0.019 of Overall Storage Efficiency=58.5% 10 Chambers 52.5 cy Field 36.3 cy Stone 0 5BonwitRoad_propHouse Type III 24-hr 25 yr Rainfall=6.00" Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCAD® 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paye 20 Pond 2P: (10) CULTEC R-280HD UNITS Hydrograph -----, --,-------------------------------------------------- ------ ■Inflow 0.5 --'-- --'- -- --'-- -- --'-- -- --'-- -- --'-- -- --'-- -- -- 0.45 CfS ■Discarded --I -- 0.48 ,� __�__��-_- � � �__�__-_ __�__�_ �_ --;-i �--,-- 121 , �� ----+-----'--+ --'-- ----+--+--- �+1r• ea= Iv 0.46 �� -�vl ��-- 0.44 --1-- 0.420.4 ----r--r--i--+ ----+----r--r--i--r ��i -------- ----- ------------------- 0.38 ----*--r--i--+ --i--r--r-r--r--i--r--r--r-r--r--i--r--r--i--*--r-- 0.36 --'---' --' --'--= --'-- ' -----'-- ' -------'---- tar a=-5-53� cif 0.34 - --r--r--i--t -ti--r----r--r----r--r----r--r-- ir --r----r--r-- 0.32 --------'-- '- -- '---'---'-- '---'---'---------------------'-----'--- 0.3 ----*--Ir--li--t --li--r--Ir- --r--li-- --r--Ir- --r--li--rt--r--li--*--r-- w 0.28 ----------'--- --'-- '---'-----------'--'---'---'--'---'---'--'--------'--- u 0.26 ----r--r--i--r ----r--r-r--r--r-r--r--r-r--r--r-r--r----r--r-- 0 024 --'-- -----'--- --'-- -----'-- -----'-- --'-- -- --'-- -- --'-- -- -- 1 0.22 ----r-------T ----r----r--r----r--r----r--r----r--r----r--r-- 02 --1--1-----'--1 --'--L--'--L--L--'--L--L----L--L----L--L-----1 L-- 0.18 ----r--r----T ----r----r--r----r--r----r--r----r--r----r--r-- 0.16 -'--+--+--'--+--+-- 0.14 - --r 0.12 --+-------+ ----+----+--+----+--+----+--+----+--+----+--+-- �'� 0.08 --+------- ----+----+--+----+--+----+--+----+--+----+--+-- 0.06 „ - --;- 0.03cfs - - - - - --;- - --;- - --;- -- 0.04 0.02 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 1S REMAININ AREA TO BE LEFT UNTREATED (GRASS, REAR DECK AND ST PS, AND PORTION OF FRONT WALKW Y) TOTAL AREA = 145891 .27 SQ. F . 2R WEST PROPERTY LINE (LINEAR DESIGN POINT) Subcat Reach on Link Routing Diagram for 5BonwitRoad_propRemainingArea Prepared by Vincent A. Massaro, P.E., Printed 6/10/2015 HydroCAD®10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC 5BonwitRoad_propRemainingArea Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCAD® 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Pa4e 2 Area Listing (all nodes) Area CN Description (sq-ft) (subcatchment-numbers) 13,965 61 >75%Grass cover,Good,HSG B (1S) 927 98 Unconnected pavement,HSG B (1 S) 14,892 63 TOTAL AREA 5BonwitRoad_propRemainingArea Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paze 3 Soil Listing (all nodes) Area Soil Subcatchment (sq-ft) Group Numbers 0 HSG A 14,892 HSG B 1S 0 HSG C 0 HSG D 0 Other 14,892 TOTAL AREA 5BonwitRoad_propRemainingArea Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD® 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Pasze 4 Ground Covers (all nodes) HSG-A HSG-B HSG-C HSG-D Other Total Ground Subcatchment (sq-ft) (sq-ft) (sq-ft) (sq-ft) (sq-ft) (sq-ft) Cover Numbers 0 13,965 0 0 0 13,965 >75%Grass cover,Good 1S 0 927 0 0 0 927 Unconnected pavement IS 0 14,892 0 0 0 14,892 TOTAL AREA 5BonwitRoad_propRemainingArea Type11124-hr 2 yr Rainfall=3.50" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Page 5 Time span=0.00-48.00 hrs, dt=0.01 hrs,4801 points Runoff by SCS TR-20 method,UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S:REMAININGAREA TO BE Runoff Area-14,892 sf 6.22%Impervious Runoff Depth-0.62" Flow Length-171' Tc-8.8 min UI Adjusted CN-62 Runoff=0.17 cfs 764 of Reach 2R:WEST PROPERTY LINE(LINEAR DESIGN POINT) Inflow-0.17 cfs 764 cf Outflow-0.17 cfs 764 cf Total Runoff Area= 14,892 sf Runoff Volume=764 cf Average Runoff Depth=0.62" 93.78% Pervious= 13,965 sf 6.22% Impervious=927 sf 511onwitRoad_propRemainingArea Type III24-hr2-yr Rainfa11=3.50" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 OO 2014 HydroCAD Software Solutions LLC Paee 6 [NG AREA TO BE LEFT UNTREATED (GRASS, REAR DECK AND STEPS, AND PORTION OF FRONT WY Runoff = 0.17 cfs @ 12.15 hrs, Volume= 764 cf, Depth= 0.62" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span=0.00-48.00 hrs, dt=0.01 hrs Type Ill 24-hr 2-yr Rainfall=3.50" Area(sf) CN Adj Description 13,965 61 >75% Grass cover, Good,HSG B 346 98 Unconnected pavement, HSG B 581 98 Unconnected pavement, HSG B 14,892 63 62 Weighted Average, UI Adjusted 13,965 93.78% Pervious Area 927 6.22% Impervious Area 927 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.4 80 0.0436 0.16 Sheet Flow,PROP. SHEET FLOW(GRASS) Grass: Dense n=0.240 P2=3.50" 0.4 91 0.0716 4.01 Shallow Concentrated Flow,PROP. SHALLOW CONC.FLOW (GRASI Grassed Waterway Kv= 15.0 fps 8.8 171 Total tEA TO BE LEFT UNTREATED (GRASS, REAR DECK AND STEPS, AND PORTION OF FRONT WALKW, Hydrograph ■Runoff 0.18 -----�--�-- 0.17 cfs --J--1--1--L--1---�--�--�--+--�---�---�--l--1--L--1--- 0.17 �ype �_�4hJr- --'---'---'------ -----'---'-- '---'---'---'---'---' -- '---' �� - 0.16 -------'---' --'- ----'---' --------------'---' -----'-- 0.15 -----------' --'- --'---'---' -----'---'------- --y' -Raknfak1=3.-5(YI � 0.14 0.13 _ - - -Ru'n-off'+A'rea-= a4;992s'f-- 0.11 -- ---- -- --r ---- -- --T--T-- -Rurvoff+ 61ume=/T64-c+f-- fN v 0.1 3: 0.09 -------+--+--+ ----+--+--+--+--+----+--+--+--+--+- -+--+-- -- LL 0.08 -------A--+--+ ---- -- --+---------- -- -, �rrgthrl l/ J-- 0.07 ---'-- -- -- --'-- -- -- --' -----'-- Flow 4e Il 0.06 -----'-- --1--L -'-- --1-----------'-- --1--L--1---'� � - -- 0.05 0.04 ------- -- --I'- ----I'-- -----------'-- -AdJ"t0-d',CN=62-- 0.03 -----------' --'- -'---'-- '---'---'---'----------------------------'--- 0.02 0.01 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 511onwitRoad_propRemainingArea Type ff124-hr 2 yr Rainfall=3.50" Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCADOO 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Pane 7 Summary for Reach 2R: WEST PROPERTY LINE (LINEAR DESIGN POINT) [40] Hint: Not Described(Outflow=Inflow) Inflow Area= 14,892 sf, 6.22%Impervious, Inflow Depth= 0.62" for 2-yr event Inflow = 0.17 cfs @ 12.15 hrs, Volume= 764 cf Outflow = 0.17 cfs @ 12.15 hrs, Volume= 764 cf, Atten=0%, Lag=0.0 min Routing by Stor-Ind+Trans method, Time Span=0.00-48.00 hrs, dt=0.01 hrs Reach 2R: WEST PROPERTY LINE (LINEAR DESIGN POINT) Hydrograph � � � � � � � � � � � � � � � � � � ■Inflow --�--+--+- --�--+--+--+--�--+--+--�---I--+--+--�--+--+--�---�-- ■Outflow 0.18 0.17 cfs 0.17 -- +--+- --' -- --' -- in o�v-Arre 0.16 0.15 0.14 I I I I I I I I I I I I I I I I I I I 0.13 ----+--+--I-- -+-+--+--+--+-+--+--+--+-+--+--+-+--+--+--+--I-- 0.12 0.11 in ----+--+--I-- -+----+--+--+----+--+-------+--+----+--*-----I-- 0.1 3 0.09 o ----+--+---- -+----+--+--+----+--+--+-+--+-------+--+------- LL 0.08 0.07 0.06 0.05 0.04 -1---I--+- - 0.03 0.02 0.01 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 5BonwitRoad_propRemainingArea Type III 24-hr 10 yr Rainfall=5.00" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Page 8 Time span=0.00-48.00 hrs, dt=0.01 hrs,4801 points Runoff by SCS TR-20 method,UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S:REMAININGAREA TO BE Runoff Area-14,892 sf 6.22%Impervious Runoff Depth-1.44" Flow Length-171' Tc-8.8 min Ul Adjusted CN-62 Runoff=0.48 cfs 1,785 of Reach 2R:WEST PROPERTY LINE(LINEAR DESIGN POINT) Inflow-0.48 cfs 1,785 cf Outflow-0.48 cfs 1,785 cf Total Runoff Area= 14,892 sf Runoff Volume= 1,785 cf Average Runoff Depth= 1.44" 93.78% Pervious= 13,965 sf 6.22% Impervious=927 sf 511onwitRoad_propRemainingArea Type III 24-hr 10 yr Rainfall=5.00" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 OO 2014 HydroCAD Software Solutions LLC Paee 9 [NG AREA TO BE LEFT UNTREATED (GRASS, REAR DECK AND STEPS, AND PORTION OF FRONT W7 Runoff = 0.48 cfs @ 12.14 hrs, Volume= 1,785 cf, Depth= 1.44" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span=0.00-48.00 hrs, dt=0.01 hrs Type Ill 24-hr 10-yr Rainfall=5.00" Area(sf) CN Adj Description 13,965 61 >75% Grass cover, Good,HSG B 346 98 Unconnected pavement, HSG B 581 98 Unconnected pavement, HSG B 14,892 63 62 Weighted Average, UI Adjusted 13,965 93.78% Pervious Area 927 6.22% Impervious Area 927 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.4 80 0.0436 0.16 Sheet Flow,PROP. SHEET FLOW(GRASS) Grass: Dense n=0.240 P2=3.50" 0.4 91 0.0716 4.01 Shallow Concentrated Flow,PROP. SHALLOW CONC.FLOW (GRASI Grassed Waterway Kv= 15.0 fps 8.8 171 Total tEA TO BE LEFT UNTREATED (GRASS, REAR DECK AND STEPS, AND PORTION OF FRONT WALKW, Hydrograph ----------�I--�--�--'--- ■Runoff 0.5 0.48 cfs 0.45 0.4 - - -- - - - -R-uhoff-Area�11'4,892-s#- 0.359I"m0=111,78$ 1} Q ��"ngr ! 511onwitRoad_propRemainingArea Type III 24-hr 10 yr Rainfall=5.00" Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCADOO 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Pave 10 Summary for Reach 2R: WEST PROPERTY LINE (LINEAR DESIGN POINT) [40] Hint: Not Described(Outflow=Inflow) Inflow Area= 14,892 sf, 6.22%Impervious, Inflow Depth= 1.44" for 10-yr event Inflow = 0.48 cfs @ 12.14 hrs, Volume= 1,785 cf Outflow = 0.48 cfs @ 12.14 hrs, Volume= 1,785 cf, Atten=0%, Lag=0.0 min Routing by Stor-Ind+Trans method, Time Span=0.00-48.00 hrs, dt=0.01 hrs Reach 2R: WEST PROPERTY LINE (LINEAR DESIGN POINT) Hydrograph -----'-- ' - ---- -- ' ------- -- ' -----'I-- ------- --' -----'-- ■Inflow 0.I 48 cfs I ■Outflow 0.5 -polo-Are4=1141;892-S - I I I 0.45 ----------'- --'---'---'-- '---'---'---'--'---'---'---' --'---'---'--'---'---'-- I I I I I I I I I I I I I I I I I I I I I I 0.4 ,I --Ir--r--r r-- rrr-- r--r--r-- rr-- r--r--r -- I I I I I I I I I I I I I I I I I I I I I I 0.35 --'-- --L--'- -- --'-- --1--L--1--L--L--1---1--1--L----L--L--1---1-- I I I I I I I I I I I I I I I I I I I I I I w 0.3 -1- I I I �I Ir--r--r -r- Irrr--I--r--r I I rr--Irr--r-- I = I I I I I I I I I I I I I I I I I I I I I O 0.25- 0.2- 0.15 .250.20.15 ----L--L--- - ----L--+--L----L L-----I-- -------L--L-----I-- 0.1 --�-- -- --I- --I-- -- -----�-- -----I-- -----I-- -- -----1-- 0.05 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 5BonwitRoad_propRemainingArea Type III 24-hr 25 yr Rainfall=6.00" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Paye l I Time span=0.00-48.00 hrs, dt=0.01 hrs,4801 points Runoff by SCS TR-20 method,UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S:REMAININGAREA TO BE Runoff Area-14,892 sf 6.22%Impervious Runoff Depth-2.09" Flow Length-171' Tc-8.8 min UI Adjusted CN-62 Runoff-0.73 cfs 2,594 of Reach 2R:WEST PROPERTY LINE(LINEAR DESIGN POINT) Inflow-0.73 cfs 2,594 cf Outflow-0.73 cfs 2,594 cf Total Runoff Area= 14,892 sf Runoff Volume=2,594 cf Average Runoff Depth=2.09" 93.78% Pervious= 13,965 sf 6.22% Impervious=927 sf 511onwitRoad_propRemainingArea Type11124-hr 25 yr Rainfall=6.00" Prepared by Vincent A. Massaro,P.E. Printed 6/10/2015 HydroCAD© 10.00-13 s/n 07982 OO 2014 HydroCAD Software Solutions LLC Pale 12 [NG AREA TO BE LEFT UNTREATED (GRASS, REAR DECK AND STEPS, AND PORTION OF FRONT W7 Runoff = 0.73 cfs @ 12.13 hrs, Volume= 2,594 cf, Depth= 2.09" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span=0.00-48.00 hrs, dt=0.01 hrs Type Ill 24-hr 25-yr Rainfall=6.00" Area(sf) CN Adj Description 13,965 61 >75% Grass cover, Good,HSG B 346 98 Unconnected pavement, HSG B 581 98 Unconnected pavement, HSG B 14,892 63 62 Weighted Average, UI Adjusted 13,965 93.78% Pervious Area 927 6.22% Impervious Area 927 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.4 80 0.0436 0.16 Sheet Flow,PROP. SHEET FLOW(GRASS) Grass: Dense n=0.240 P2=3.50" 0.4 91 0.0716 4.01 Shallow Concentrated Flow,PROP. SHALLOW CONC.FLOW (GRASI Grassed Waterway Kv= 15.0 fps 8.8 171 Total tEA TO BE LEFT UNTREATED (GRASS, REAR DECK AND STEPS, AND PORTION OF FRONT WALKW, Hydrograph 0.8 Runoff 0.7c 0.75 3 cfs ---- -- 11 0.7 VType l IH 12- -1�r- 0.65 -----'-- --4--r --I-- --4--+--r--I----- --25TYr_RearAa11_=;6.G "-- 0.6 ----------il -- ----------------i 1 1 1 - -Ru ho'ff-Area�=14-892-sf- 0.55 ----_--,---- ---r ----J--1--1-- ---I--liI- I I - I I I 1 7 I I 1 0.5r- r- T- rr -ff,iiii9in =2� 4_ -- 0.45 ---------- --r ------- --+-------------Runoff De�th�2:�9i��-- 0.4 o -----'- - -- --r ---- -- --+--r------- -- - t6w'tencth=171h-- LL 0.35 -----------' --'- --'---'---' -- '-------------------------�------- - Tr nn-- 0.3 --r----,--r--r --Ir- -- --r--r--r----,--r--r--Ir--Ir- irt?�. ��J-- 0.25 ---- -- --�--� ---- -- -- -- -------�--� r ��ll� AdEjusiad CNrf2- 02 - ---- -- -- - -- -- --T ---'-- -- -- - -- -- -- - --'--- 0.15 --r--i--r--r--r -i--r--r--+--r--r--i--r--r--r--r--i---i--r--+--r--r-- 0.1 ---- -- --1--r -- --L-- --'----- --1--L-- ------- --L--r--'--- 0.05 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 511onwitRoad_propRemainingArea Type III 24-hr 25 yr Rainfall=6.00" Prepared by Vincent A. Massaro, P.E. Printed 6/10/2015 HydroCADOO 10.00-13 s/n 07982 ©2014 HydroCAD Software Solutions LLC Pave 13 Summary for Reach 2R: WEST PROPERTY LINE (LINEAR DESIGN POINT) [40] Hint: Not Described(Outflow=Inflow) Inflow Area= 14,892 sf, 6.22%Impervious, Inflow Depth= 2.09" for 25-yr event Inflow = 0.73 cfs @ 12.13 hrs, Volume= 2,594 cf Outflow = 0.73 cfs @ 12.13 hrs, Volume= 2,594 cf, Atten=0%, Lag=0.0 min Routing by Stor-Ind+Trans method, Time Span=0.00-48.00 hrs, dt=0.01 hrs Reach 2R: WEST PROPERTY LINE (LINEAR DESIGN POINT) Hydrograph --I---I--�-------------I--�__�__�--I--�__�__�--I--�__�--I--�__�__� I ■Inflow I 0.8 ----II----��-I-----r-0.-73 cfs -------I----�--r-----�-----I--I�--r-----i--------1---i-----I1---�--r--i--I -- ■Outflow 0.75 4;832-sf -- n w- heol1- 0.7 V I I I I I I I I I I I I I I I I I I I I 0.65 ----I--, ------- I--- -----I--,--------r ----r--r r--I-- 0.6 --I--�--i--I- --�--I--�--1--L--1--1--L--1---1--1--L--1--1--L--1---I-- 0.55 0.5 N ----1--T--I- --1----1--r--1----1--r-------T--1----1--1--I--I-- 0.45 3 0.4 o ----r--i--'-- - --'-- --i--r---- --r------- ------- --r-----'-- LL 0.35 --I--y--+--r -r--I--y--t--r--I--y r--r--I--t--r--I--�--r--r--I-- 0.25 �'I 1 1 1 0.2 --1--J--1--I- -�--I--�--r--�--I- �--I---I--�--I---I--1--L--1---I-- --1---1-- 0.15 0.1 --1--I--r--li --- --r--1r--1- -li--li-- --11--1i--7--r--1 --li-- 0.05 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) R-15-423 T pographic 5...y of Tar Lat 41,Black 1 Sec 135.42 L,the tox o✓seh✓ement 1 1✓f me r w✓4t Bye, RICHARD J.DOMATO Si',_ in The✓Cage of Rye Brook SEC.13542 5EC 13542 SEC 13543 LAND SURVEYOR F—✓fRya, BLocK 1 BLOCK 1 BLOCK I Chase Bunk Budding Westchester Co un ty,N—York TAX LOT 5.93 TAX LOT 5.12 TAX LOT 5.11 22\1'.F,11L SW--R,,,,,401 N/F Or.JEFFREY JABLON NIT NL N/F GARY LOW ML\--,V.Y.10550 Bate:Apar zs,zols 5-1,:1"=15 ES1ERN S82oR'0o"E (914)867-0565 a 0 165.00" —0 0. ov BI � T.Y".'S.LIC IVo.049418 ©e� Bw]iont�s mr�aer. au W�3' SEC 135.42 - SEC_l35 42 BLOCK 1 - A SEC-13543 BY FAX LOT GW 1 4 I L11I BLOCK W al eos ® - ry��/°ow H N/F MICHAEL A.40ELLMAN Na Ma/e L s4 TAX LOT 1 ® N/F ANN M CAMPBELL .es 121 —02 119.0 21/2 St,,,, Frame 4 r `� u X05 O s)o sw. RC „m 'Swry n'�rMw;e an_4L Nci3 I� , 1 R aaae j 22111 6 m Ih £° O 1 E n a rra rr �re \� .re.e BI000 4 os) 2011 .N rMo + s) .rss 117 22 11 21898'1 ecz &711 a mom c aM„ n opo om e 2a. N82'9µ00W W w w 165.30' w d + '1 + ?k112P1 09 W 5 5 224]4 5 5 S yM RIN 212 �INV 21191 �5b101 ONWIT_"1 21''7ROAD w o� w� ne'Y'",sue„ �,o; oum LOCATION UAT R-15-a13 dale; 12 22— I sued tor: approval: tlale: 6 I A?II + V 3 § Q a V L m 4 a f 3! V m play rOom L w k'-0'a 30'-0• ._. (� o t ech. t unexca - I I� II M •a E rs a, Av ax Gedrm. 0 � — uP rR hll L t m v storage storage �; , 9 a A-v A-v Y'Pa>u5 II II � .tE568 OL •391®5 8F eErlrm LF�dle. ♦liTmS eF ' TOTAL .afDM LP F PNEWdPR R A?IIAICHIIlcr. a i N 3 z - k'-0' IB'-0' M'�' IB'-0' _ b DEdOnE c R ➢ u` lxrlorle AICIl1tlOTO a E w z 3B DN1011RY IY)AD &1nE M rrsmBi ail-eBBo scale: na•=r-o•• tlrawn by: gpc MCFNr A F4p.00AAW�,PE 31 WLIERKM TF]dtAcO checked by: ]hd YONKERB,NY.10103 (&4)4Po-0098 LAVG.v16f� dale: 6118/2016 10CIIA1®J.DOPIATO LHA!£BAl'AP 11LDR1la ]]W FRET Btic£ET-ROp4 401 (54 10i -¢90BY� basement plan A A THE Ulff OF TI�EO r\ ELIYFOrm.N.T.10833 date: ued tor: approval: tlate: 9 ®remakfa�tr� I � x m U O. a khen 15'-0'itc family rm, d� a0 L w QO I%AHD b study17 9 n m x tl m 9 i = ++ 5 8 mutl 16. ® O la-m'x -m 9arR9e I a rsl-m 3-m nn E pw tlr.rm. _ �II O rs I I w ' Av - --- II w.l.c. II laun ry entry 9 II OPEN 9 A 5D E - IP dining rm V'-0'x living rm, rR D'-m•x tl'-m' Z A�n RrzSi ROGR ROQ391m5>M TOTAL .IdfDN 8F OUER/dPR rIALEIc eu'IAD r I", a R upT wJ¢aN.nY.lmSma - - R 'n - ?II AIFNNlc?. i N 3 z - k'-m' 15'm' M'4' 10'-0' _ b DE,OltE � n R ➢ +a DenDr,e AGINlcTO n E �n z 35 DNld1RY IY)AD - &1NE M w'�• ferovlEla,cr meen rrsmv dal-eBBm scale: na••=,'-o•• tlrawn by: gpc MCEI,r A F4p.00AAli�,PE 31 WLLERKM,F]dtAcO checked hy: ]hd YONKERB,NY.101m3 (&d)dPo-0095 LAVG.v16f� dale: 6118/2016 10CIIA1®J.DQIATO r:VL9BE BAl'AP 11LDR1la ]]W PRET Btic£ET-I¢Oq,401 (54 16i -¢9LBY� � first floor Ian ' THE Ulff OF TI�EO dale: ued tor: approval: tlale: � D � 9 A?II II � II A-Q I I I A-12 IDI V 3 CL 3 rs, rs 11 11 11 11 � $ - math m � •• � o L i 1n -------------y a a ® betlrm.#, --------------- ------------ -CIT ----------- -------------1 ----- t O --- L w btlrmp#® Fl Irs x - LlErl --------------------1 I'I 9 � q r ball ei�b 2i II I 'I 11 0 'a E hall ba[b II 11 _ hmdrml 54 � 6-0 X515 O A�n A-n III O Z s�.a�e .a,asi5 es RrzSi FLCGR ROQ]9105 8F TOTAL .�4fDN 8F PNEWdPR rw9x eudAn r _ �", a aK%Wr POAD _ R A�II �r 6aaiaN nY.Imiw _ E a A1CHn! Y o _ Denor,e AGIIIlcTS E w z 35 DN851Rr IY)AD &1nE M n'-m' bcmlEln,cr ieen rrsmv ail-eBBo scale: na••=,'-o•• tlrawn by: gpc MC551r A F4p.55AAW�,PE rsl WLL�KM 1F7mac5 checked hy: ]hd YONKERB,NY.10,03 (&4)4Po-5095 dale: 6118/2016 10CIIAI®J.DQIATO 12 B�l'AP11LDRIi ]]W FRST Btic£ET-I¢OQ4 401 (54 lii -¢9LBY� � second floor Ian ' THE Ulff OF TIES dale: ued tor: approval: tlale: 3 III III I I I I A-Q A-Q V T CL a V m --------------- y a ------------- L V I III III L I 611 :11w m o m n I � 8 I O � m a r- III E 3 II II II II m A-Q III III I II I�- ------------------J 11 r a 2 III III B III III A-Q 6Q L----------------JI L_____________- I -SS ---__ LS_ (�$Qjl�A .dIX%88F RrzBi FLCGR ROQ]91O5 8F �� �� TOTAL .143DN 8F PYEWdPR rw9x eArwD r �", a E31OmWT POAD R A�n uprTlealaa�aN nY.1Oiw _ E a y o = AICHQlcr. - i N 3 z b DEdO1'tE R ➢ +a xnone AGIIIlcTO E w z 3B DNIDIIRY IY)AD &IItE b Iecm1ELD�cr ween scale: na••=r-o•• tlrawn by: gpc MCFIir A 1140MR'J,PE 31 WLLERKM IEEE checked by: ]bd YOWCERB,NY.Y31O3 (&4)4b-0098 LAmG.v16f7� dale: 6118/2016 10CIIAI®J.OQIATO OHAOE BAl'AP IILDRIi ]]W.FRET Btic£ET-I¢OQ4 401 t^J4 lii -¢9LB Y� 1 roof Ian ' aeale:,,a••-,•A•• A-5 THE CAIff OF TI�E0 as dale: siding ]116/15 ued tor: approval: tlale: Is J J V Is A-Q A-0 Q m � RNM BTClE'VENEER TTP. Y V L m ASPHALT BNRYdEB[COLOR DARK C#ET) RaF COPPER ROCf L w 611I1ER9(LEADERS MOT•.atluW B•uHIIE ALIFL%'STTLE CAl11ElEf•]'a S'WiITE ALOT. LGADGISS -- _ _ – _ _ TDP OP YHItE PYc iPo11(FA001A RdKE TWH).TTP. � w a A SHItE Pec coRER EwnrmO m m m m m m m m •a E tjSHITE Prrr;cAORG W/J'PV0 BILL m Y 3� bGLCY)R-------------------------- lLATp-----------__----------------- -___-___-________ _ ______ -___ _____ ___ __ _ _ _ __ __ __ __ __ __ __ _ __ __ _ __ _ _- -- ---- -------------------- mCEDAR BNMGLER LfLLOrb WlbE) IB'F feLl]M9lFEERSLd40,WIVE m m ® m m m m m Q L ENTRY DOOR r BIDELKilTO(STARED) OYYYYYYYY (WVIIFJGm^(s PlLT _'CA, J,TDP 6 BLBLOg2 PW^W4TER tAILE(W N1El YU DAfiRi --- _—__-____ __- - Iq __--_______- - - - - - - ---------------- - TOP 6 YAH• I'B' M PRIVdDY LdTTICEM J ® -___-___- --- I'a 9'PVC FI¢N1E []]SB)__6' dvERA9E GR<DE ------ --- ------- - - ------- 44—---------- - -- DPof LAID STONE RETAMINS WALL __ -r-L---------J LTL ( �) L-L-I-- -----_ J ]'ye'CGDAR TOM RAIL W/CHAlRIRD TOP.uU]'x4' J J -------------- --- ---I Li CmAR WGRAIL.b'.A•CEDdR GOTTLTI ReLL W/ r- C.HAI'FEF®TW/]•xJ'DEDdR 2ALUGTEW(WIITE) L -L J,_ror og_—------------` -------------1-----_-- , --___________–_____–___- J r__– __– ------------------------_ YYL------------------ _____________ ouawAn-TI1—z___–ti�-e�vac r------- -------r------------------ �------- �-------------------�-------------------�-----� MdLEK$NidD RICHNp J.DOMATD L-J RDAD CJMBE GANG GSILDRIB IL i J YEBTWw�pTPo¢IKN,NY.I¢�60A ]]W RRBT 8T£ET-FOQN del __ - >HJwI-7048 (M>iuObT�meceT� i R A-Q A-A GRAD DEM1DTTE � - a N o DFPIDI'1E A2'IIELTB 11E GPFE F 11EEG 9>DMidA¢f FOAD >T VALLEY AVEWE - .IV LR¢BBIT (SHtN `a E a r front elevation LriOiNalYe "�"""'°>° — ---- � vRkdM A IdABBNtl,PE. PROPOSED dr000 R.ODR ARCA scale: 114"=1'-0" I HILLJNBONT MiB— TRl�RO,NT.QfT04 FRTBT 0.008 •]STOS BF tlrawn b 414b04> BECLTA FLaaR Y: 9Pc TOTdL •14p41 PF checked hy: ]hd materials schedule dale: 6110/2015 ASPHALT 64INGLE9: COLOR DARK GI SIDRYs(HOUSEA CEDAR SHINGLES 6'EXP.,COLOR:WHITE 8DRJG(GARAGECEDAR 6'V RMCAL NOW.,COLOR WHITE TRIM: PVC,COLOR UWITE GIJTTER.S, 5'ALUM.W STYLE,COLOR WHITE A-6-C WINDOWS: VNYL CLAD,COLOR WHITE A V FRONT DOOR WOOD,STAINED GR: GARAGE DOOR. PVC.COLOR UNITE STONE VENEER: 'THIN STCNE'COLOR GREY as date: siding Tlia15 sued tor: Is I U 611 'TNM BTRE'YE•EER TP. ♦/ � � V L m y F COPPER ROOF �+ j S PVC TRM(YMTIE) •� ASPHALT aNIKAEB[COLOR DATX GIffTJ MIDPOINT OF ROOF (� r>3T1ER9 t LEdDERB tROT a.dwl B•uMIIE � ALW1.%'BTTLE C3ITTERB.]'x 3'WiITE ALI31. (� m o LEADER> ® � n n -------------- ___-____-___------------- --- .e'-B.r,•_,oPofPLdTE.TYP. _'___-- _ +— Y3VItE FYO T2M(FACGI0.RdKE TRR1).TTF. -- -- � m a A Y3VItE FYO CORNER BOATd78 m k k •a E N0'_0%' T_ W aIC0.0oR O 9 w __ _ ----------------------------------------- __________________________________________ _ - _t�6P_LA,@----------------------------- - ------------------------- ---------------- _____—___—___—___S __ lyp CEDAR a----B(COLOR W-I-E) v �. 10Y[ALIFNB IFIEERALAeO,WIITEI CARiIA£B,TLE OVERHEAD G4iK£DOORS [>TAMED> Y1lIIE Fvc CASING WI]'FYL aLL 6'CEDAR TOP RAIL`ECiVN'FEReD LEDAR BLb RAIL,Y x 4'CFDAR BOITdd RAIL YU fJNMFERED TOP 3 3'x]'CmdR BdLIIBTER3 N31TIE) r33B'>d-0' +------- LLLLL�L odfiii _-______—__ - I ------------------------------_ ---------------------------------------------- ----_____--_-__-_-__-_-__ ----------------------------------------- -----____ _____-- TOP 6 31.A0• -I'-0' < I t=--------------------------t— ------------------- 6 CEDAR VERTICAL BIDMG rLLNITE)•GMK£RLT)L J IF=J IL_� I ------------------- - -roP OF_sl_m--------------------------------- ------------t-�--_----_---------------------- r-1------------ --_---- Iq L - -- ------- ------------------LVFEWi1Ff4C@1T�----CAFOSaREYCR T -----------Z—� L—S----------- -------� ------- HALEK BdI'IdD RICHA1p J.DCMATO CuneE GiHC pYILDMG epy KY.10te0X 33 ILL RRBT BTEET-FOQN del (9WJ161-Tbb rM9N)66T�eY.VDDDO u R E v DFTIOI'1E nla IlEcre t1E cAFE F tlrEEe a]DANaURf FOAD >T VALLEY AVENJE _ c y'; p wlV.laD.er mcBTT raHiaw, a E ➢ z - � vlNcea A I•laeaw,rE. rRDrceeD GRDee�LDae AREA scale: na••=r-o•• I HILLBROHT TEPCadCE TR]GiRO,NT.btOH FEffiT 0.008 •])T0b BF tlrawn b 41>-[SI> >ECGPID FLOOrt Y: 9PC TOTAL •14p41 PF checked hy: ]hd materials schedule dale: 6110/2015 ASPHALT SHMGLE8, COLOR.DARC GREY 81DING(1-Id18EJ: CEDAR SHMG1-E9 6'EXP.CALOR:WHITE BIDING(GARAGE}. CEDAR 6•VERTICAL 610ING,CALOR+WHITE TRIM: PK,COLOR WHITE tillT'IERS. 5'ALdM.%'STYLE,COLOR U41V INYL WMDdIL4: VCLAD.COLOR WHITE FRONT DOOR WOOD,STAITED GARAGE DOOR: PVC,COLOR WHITE STONE VENEER 'THM STONE'COLOR:GREY as dale: siding ]116/15 ued tor: Is approval: tlale: A-II A-0 Q a V ` m A31°IL1LT BHNSLES(fALOR.DARC Af�Y) � ¢ � Tn TUN BTOIE'vc E£R TYP. t MIDroMt W ROW (� COPPER IZ'.Cf L ® COPPER RASUBIS m ° P.c rRM uN TE -__ __ _____ -__ - - - - _ - __-____-____-_____-____- ------------------------____---- -------------------------------------___ _____roP W PLArE.rrP. _ _____-____-____—_____-____-____- _- -_ m CEDAR eHM3LEe(COLOPo WN1EJ a E Wl11E PVL TWIN(FASCIA RAKE 1RM;IYP. WlIiE PVC CANFq Ylr rs'PVC BILL _ .m'_mw• —eleF— 9 �� 31JItEpA I LPADFRB lllDi BHOIIW B• TE AUT-I.x•aTYLE EImE]I<e 1 m.s• Wlltl MCORSR 00/JImB m m m m m m m m �i1- 2�AR�0NJ10TIeleB�CIWK£IED d L 6'CEDAR vE211CAL BIDNA(WVTTE)• CmAR EOTTQT RAIL YU CJINPEPED TOP 6ARAOE ALLY) PVC WATER TA6LE 1w",YV COPPER DRIP CAP (rsrsB'>6'-6' J,TCP 6&IBFICCR __ Op(�BLAB• , 3aPFAdE-DDDR _ I e I AVERAGEGRADE --- , -----------------L-------------------- ----------- ----- ------- -------- ---__ -- -------- -- — — --- —. -- ---1=--------t-1I L— L— DRY LAID 3TGE RETwNIUG WALL L— L— I I BtYQDJ LJ L T -------------------------------------------------------- --_-_-___—___—___—___—___-_-__--,-_�- -__ ----------------- -------___—___—_____-_-__--_-_ --_---_-_---__----�---_-_---__-___—___IOMMMo J L— --T ----------------- --------------------- — ------------------ IZFA:-__-_[dPD-SDFr£5'd6 T----T — W�Ap RICHPIRJ J.DCMATO �— �— ROAD CUASE E'AN.pYILDe14 RRIBGN,UY.I¢�60a ]]W RRBT 81FEET-FOQd del �_ ---�(yWJT61-7619 (M9W661�lY.bDDm � R E A-n a-D ISIRiID DF]'bTtE 2i6r, - : H o = OE'IOI'1E/J�IIECTB TIE GNVE W TREEB N DAY[YA¢f IR')AD >T VALLEY AVLWB _ o y 3 0 RI IL SIF1D,CT¢6B'lT (SHtN 6 E a r --- 1 vMCQIt A IIASSN4D,rt. rRW'CMD OROte doge ARBA scale: ila"=1'-0" I HILLISPoGUT TERRACE TWl�RO,NT.IIDTOS FlfffiT 0.008 •]9"W tlrawn b AI>-[SI> BECOTA FLaOR Y: 9Pc TOTAL •14p41 PF checked hy: ]hd materials schedule dale: 6110/2015 ASPHALT SHINGLES. CALOR DARK GREY SIDING(NOUSEA CEDAR SHINGLES 6'EXP.COLOR IWITE SIDING(GARAGEh CEDAR 6'VERTICAL SIDING,COLOR:WHITE TRIM: PK,COLOR WHITE GUTTERS 5'ALWL'K'SME,COLOR WHITE WINDOWS: VINYL CLAD,COLOR:WNITE FRONT DOOR WOOD,STAINED GARAGE DOOR: PVC.COLOR UNITE STONE VENEER 'THIN STONE'COLOR GREY as date: siding ]116/15 ued tor: approval: tlate: I V 5 Q - ++ Tr pr C TIM STONE'YBIEER TTP. � � c M ; AWIWLT BHM>LEB[COLLA DPFK GREYI S _ MIDPgNt W RODE (� .� L _ @ GITIERb[LEaDER6 rvOT BW^W]6'WNPE dl—.%'bT"LE CAJTTBA•]'x 3'Y]IITE KW. a o i EW ______ ----------------------------- _____________ _ _ - - ------------- --- —-_ --------------- _ TOP OF RATE.TTP. R LLNITE Fvc TRm[FA6ua RA's TRmJ,rrP. � � � d WINE FYG GORIER BONbb m m m m m � E WINE PV0 LASING YU]•-ILL 41 =o,L• ---- --of a�aFL«.R .9 a — ------------------ -------------- X -- — --------------------- ---------- 19 C£DAR bNMGLEb[COLLA-M) ]'nA.� IOP RAIL CORN I£T-D 1,YV]'x4' m m m m ------ __�________�________�___ L BAR 8lB RAIL]'n 4'DEDAR BOTTOM RAIL YV CHAT6£f£D TOP t 3'n]'CEDAR BLLIIBIERI[YHITE)� — �F COLIfTI>dSBEIYiLA00,YIHTTFJ f'nTOP,W/]'x4' CEDAR&B RA14 1]']x n 4']CmPI¢I O M RAIL W CHN"F£hED TOP ' 'CEDAR BPLIIBTERO NINIEJ -----R b a e_ PK PI¢IYKY LATTICE M I n 9 PVD FRAf IE []]BB>=6_ AYERdGE GRADE —__ DRY LAID 6T RET--1 - LJ r r_ P+C WMER TABLE[uHIIE]uU COPPER DRIP CPP TOPE bLAG------------------------__I__I_____ -_ -_-- -1_-_-_ __ __ -----------L— --- —1--------------- LAND BIMEYaB f — —- -- r Ll ZNER/P) J�}----�l r r MALIX 64MAD J RICNAIm J.DOMATO G r—� r— ]a WCICOYi IaOe.D CUAOE I>AI]C BYILDMG o �_________________ J YEbT UAraelbpy NY.I¢r:0q ]31LL RRBT BTEET-POQN del n [>HJY.I-TW M.KIRIOrI.NY.bDD® r ----------------- --------------- � E o A-D A�I] QblD DpYOTTE 2 _ a N o OB'IOI'1E AIS ITELTO TE GPFE F IIxEEO 9>DMbURT SAD >T VALLEY A�LNIE c y 3 0 wllEiD.er mbbTT [aHiaw�->iiY _ a E a - � :Dale:va'•=,•-0•' ENGQ�B. .«>be,g vMCQIt A Mae>NaD,rt. Plul'DCl.D OROCe dODR ARIA scale: ila"=1'-0" I HILLBRGNT TEI R TRl�RO,NT.btOH FlfffiT 0.008 •])"W tlrawn b 4I>b04> 6ECDT�FLCCR Y: 9Pc TOTAL •'4p41 PF checked by: ]hd materials schedule dale: 6110/2015 ASPHALT SHINGLES• CALOR DARK GRET SIDING[HOUSE?. CEDAR SHINGLES 0'EXP.COLOR:WHITE SDING[GARAGEh CEDAR 0'vERTICAL SIDING,COLOR WHITE TRIM: PVC,COLOR LLHITE GUTTERS, 5'ALUM.W STYLE,COLOR WHITE A-� WINDOWS: VINYL CLAD,COLOR LLHITE ,.r+ FRONT DOM WOOD,STAINED GARAGE DOOR PVC,COLOR LLHITE STONE VENEER -THIN STONE.COLOR GREY Bs date: siding 7116/15 ued tor: BBs I approval: tlate: i nIDR Rrt 6 R OF ® y s +. Y Hum IM I .lB-mk• roP�PxaT� .. ........ 8 I = � m A -t rmlm m• J,roP ar d rsn'I-5ryvEywswsi y -------------- --------- ____ ___________________ y r_ y, o p - BIDE Tal®HEIGHT TO DETOaCK Railm.36]0'/305•.mB9 0 � front elevation (sitleyartlselhackra[io) I mei I l I nIDPDIM 6 k D: w � u �I .m•-aM' �I � n�Y .. K� ��o Lp(&p �rrTmR� •lailmns a .B m -- -EL6LmOR —__— -— ------_— —_- LE I .. i-� P@ PLftr1'LBE I &LITE lC ---------------4------------�'.JI I'1f[iMGLE '_---------- tlrawn bY: 9Pc 1'I[f.11t Y%IIEIGNt M BGRALK IWTIO•9L1B'/66C•110 VMDENT A I.4ri0AAli'3,PE 31 WLLERKM 1EWxBCE checked by: ]hd �Hght side elevation ((rOHtYardsBlbackrad0) ,a:;;le �'°' � scale:l/8"=1'0" dale: 6110/2015 10CHAI®J.t3QIAt0 LHAOE BAriC 01ILDab ]]UL PRat 011c£Er-IeOQY 4ml r^J4) 166mBiBY.10Y date: ]'x 4'COLLAIF TIED a qg•OG �D a ued tor: _ approval: tlate: TOP OF RGTE 3'x�'.16'OG ® garage � b la V 5 (]]e)D<llfl--TOP OF BIIaLGCR ---- ___-- eub YAt- _—___ _ m _ c TOP OF OLADe .I-m' B Ims"tlH Iqe uWLL'BT•veyEle ^_ [ IYJMNEAOt',IVFF.DYG60T Or1E G 4'e PYC LE.eDER OR41N � � ol C � A i••r _ � 3 s L � 0 _ bld .section 1 ;ease:,/a..=,•-a•• O - 4 d = rs.4'COLL.aR TIEe.b'OG np a�nc 's rus elfin) ---------------------------------------------------- --------------------------------------------------- .m'-mw• TOP w PLATE,TYP. hall � bed .Ni � 9 m TOP E910YLOVR +J'-m' iW W PLATE -------------------- ----- ------------------------ ---------------------- -------------- RmOi ROrRi .2X"W TOTAL .�4AN 8F JOdEWdPR covered porch ��� ry Pall family rm. deck 9 102dT V V 9PLIX OAMPD m3 uEeT H/•1¢aN'L KT.Imew R y _ ^ 'm � ° o - IZJD')m'-m' Hecr. .0 i ------------------- ---------------------- -----_---_---_---—- b OEd01'tE c'n n R o a ----- __________________ p!I'bTe AM IHIOTB a O a a 0 Be DAra>Ftr Im')AD — a E w r 1111E b mlcmleLD,cr memn rrsmv ail-eeBm scale: na••=,'-o•• bedrm hath tlrawn by: gpc T VMOONr A I.4re0AAliO,PE Im}"&IFEF00R YIJ.L'BT LEAYER 31 WLLERKM 1F]dtALE checked bY: ]bd � � rJomnaazr,mel•.Dw».mr rnfel.e r&owcEla m,ma m'-m'-TOP 6 BLdli Om0 dale: 6118/2016 ..... .. ...... ........... FICNAI®J.DQIATO -- ------ -- 12 ]]UL PReT B1F£ET-IeO lY 401 r^JM lei lee�BY� �bldg.section �'�' A-11 � scale:1/a"=1'A" T�U�OF�EEe ELiYFOrm,m.T.108]3 date: NFNId1EDl ' 49'-Ogg' W OF PLATE TTP. m m sued tor: approval: tlate: 9 •tl'-O9j' T--O------OR TOP OF PLATE V 9 CL 0 ++ Tr pr C V o ry B r3]B'J DATM TW W NBFLGtlR m y s V L 9 m b!"NPERIOR BALL'BT 1EAYER @ NgxiNEABT,EF.DIlGe.OT OTHER � a g - ® = m n -LLL 0 o `y __ _ O M r 4 /�bldg.section (nFNIbED) Vinic tea,~ rus nm> - _______ _ ___ _--_- ---------- 4B'-Peg' TW 6 PLATE,TYP. 4B'-dg• TOP OF PLATE,TTP. m 6 S Eb.rm.il3 � 6 i •tl'-01§' iWW SlB0.COR ----------- ---- ___-------- .10'- TW 65k LGV1R ,9'-0' TW 6 PLATE ---------TW OF PLATE PI6'1NbED WaO65 ROOK IE RRi ROGR •39105>M TOT4 •140N 8F PdEWdFR living rm. 6 La1DrWi RaAD o E uEeT w1RaN NY.1OBw R 'n _ 0 y o AIFHIIlc?. u = o » o y L o DB'1 p6 J.TOP GF DIE &LRGYM-------------- ______—__ LBIGATH J,TOP W&SLCOR_________________ ____ ------------------- --------------------------------------- ____—___—___—_ I bDE1Or1E — c R ➢o +a Y p!I'bTE AM lltlCTB m a ________— ______________________________________ saeoArmlRrlxnaD L a E . r N11TE u Itlq]Q1O.D,cr meen �� scale: na••=r-o•• PlaYrm, 9 e 9 VNOFNTAMAMAIYJ,PE tlrawn bY: 9Pc I t cl e[ I WLLBRKM 1F>�GE checked by: ]hd O 1Oj'VIPERIOR YI4LL'BY'gEAYER P b}•'N1PWOfi LLNLL'BT LEAYBR YORCER,NY.YTO3 NORINEABT'.REF.DYG&BY OWER ® �� �� NOROEABT',fEF.pIC6.BT OTER (&4)4�Po dale: 6110/2016 --------------- B_----------------- _- ____- —�—— .—. — — • ------------------- ---------- bid - _______________ bld section 3 M1L]O]HC.UAILIBA♦FEEIIR®BRSPTIJPW.BIDC1,FQfNe£.YEIIAL.TTD1OO-OY bI¢O Q 4 401 A-12 NE UOFES scale:I la".1'A" scale:,/4"-1'0" Pyl-BPorm,R.T maza date: pl—v,u bd. 7116/15 —mms ued tor: approval: tlate: Is CL —.135.42 —.135.42 —.13543 I,,—IKlock 1 tax W5.13 tax 1015.12 tas lot 5.11 p T� nlf dr.JI—V 11hill I ntt Heil stem Wf 9arY 1— Taw Ym� seam SUBJECT ---------- —.M42 Clock 1 I.,a13 A P xe T W.lot 1 If. ad k. Campbell SFWALLS TO BE -VE.—VFGR MBE D IST w STO WALLS TOREMOVED `T-R rcR WueE ATION 11 ���IOCatIOn map 24 6Tq FF—E FRAME NO.I bLnM L-T—FR—E NO.I EXISTING ASRIALT—YEWAY TO M REM—VD I ST"RETAhl-10 M PE—VD, ET—FOR- I EXISTING WALK I STAIRS W SE -j AFftlCACLg ta1+ILOMG CODE I OSIiA EIE BEHOVED, (3 --——I-- V£FOR—E IF—IELM S— N, WILITIft F M1,—1- I—I-T.---E. —Y ------------------ �ST ALL ......Ca ........ --- ---------—------------- ADMJDOkED AtlCR TO DEMOLITION Exe— —Y—--. E—T— I—E.� DEF-FEI-1- �,Y P-1—DE—ITIM TO ST�ILIZE SOIL BONWIT ROAD legend E —EO OF—OK 1-1-—1-4 G—M E FRFLIMMARY Sim FRFPA TION,WILI-IWTA!--OK PFEL—w X�M,ROAD CONSTRUCTION WI�M LOT�RTICK ETC.mmm��I��TO w N PLACE 2. W—TRUCT—ACTIVITIES OF ANT KW BNOIILD OCLLR W-N THE LIMITm OF THE�.�ARE-lN0. -.911t NOT LMITE. GRADMG, —1.: 1—21'-T 9=�,VEHICLE PAWMG, OF��M Z R' M�OF p,,p...J g,,d, i WAFMMG SIWO SHALL BE LOCATED ON lV£SITE TO RIDIe,4TE.4�A0 6 R R +na ezis0ng spot elevation V1HCBit A MABSAW'J,PE �D VEc#TAT b,: ��T—ACTIVITIES�=M THE FOLLOLLRY ARE�EIITEP I_. proposed.p—I—W JNNN TATIMFROTEeTAREAS,GRADMEX"VATIOK 6f18/2015 STOCKPI-OF MATERIALS,STORKaE 6—ET ION VEHICLE FAWM MOVEFEM OF WOB ft OR—M-,M p M 4, 111E CCNIRACTCR BNALL MONITOR�RFFECTIVEfE84 OF TVE PROIECTIOV 12 ALL CONBTRIILTIM ACTIVITIES Visite demolition plan S. —M OF ALL—---,A CERTPED ARBORIST SHALL INSPECT ALL F—E-E.—E. _S__ 'M_1 RkcN,N.Y.10550 ACTIVITIES SHALL W Mft�P ASIIFWFIEP 13TA MWPIW ARpOIeISt -135.42 21890 X2305 226.00 ¢ec.135.4] 22"150 sec,135,43 F`�T°--- DEtlDgW$ D¢n4aeRNoa reysions; date: Mock 1 ' gock 1 block 1 .22898 IBEEr:R ]BSE " ^" planN a bd. 7116115 ax lot 5.13 [ax lot 5.12 tax lot 5.11 0 ue¢omaooJu weru4oe¢en,'rmloFm c cots n/f dr,feffreylabI0 0•Meple IBTiaple n/f nell stern nlf nary low f f ' 1471a le �m0 0 261 ROW f Eae21838 626 227�_-------- ---- 8 SS2o09i0mE ROW of Ceda16t.00' er 0Qx irwRroNwRw� ao aLre¢NnLoamorYru�aTmwwalewe nixx En n)oaI?}d yne le - -_-_ - - IIt-o> _ eona N .m, asP6PNreodva,ol: r tlate: ra .21805 �® of --- -_---lot aa:0.911-c 22Tormlj Maple cur8-22 122,1155 fL ---- --- (1) (a) o -� 19T-Ij (U AR ax. z n a.c ww¢I¢x Nix. 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ICM SHALL R1DICilE THdT AL1 fa110TpK ION AGTMTe?0 MCLLDlY L F�LLl I ARE PIOTcIBITED 21849 _ _ - _ $ WMM VEGETATION PROIEOTION M£Ad AWJW,1 11EP TIRE 0T 1[PILM5 W FMla0PL8.0MRAGE n/^y\j81JOlway MaplB ,' 6 C­cICO11 TRTION E ,VEHICLE P/JMIN3,MOrH1Eit W WOR�Rs OR MKNRERY,OR DIIWMG 16Tlreay le 1iT4Ya�/T 2 0. CONTRACTOR&INl MRJrtOR iNE ER£CTIVEESB W TIE HiOIECTKN iMYTYaNOIIT ALL I INBy Maple 121 MI 2551 TRK.'r ou AGr vIT1E6 O 220.48/� ® '{�)4.)Iw 122 l 5.I 1ICCEMRIL CCMP.ETION OF ALL CON0IRJCTO 1 ALTIWIE9,A CERFFIED-T BNALL MSPECT D(10TMG iREFA 10 GE 18 y ap O 15TloINB9 MapleT 1-Way Maple 223 66. �/�/��\\ REMOVED,TVP- ALL fidTEDIED TaEEO d AN AfN00/L BA010 plRlrb TIE GROIRRIG BEABOrI FOR A MNRtl16TREE - 5R M5 BFd0R10 IITIDree 6.ANY PR IEOTED TREED DAFIKIED OR KILLED BY-IM AOTIVITIEB eHALL BE REPLACED M N -Il-BY d­11IARBCRIBT. r 15•Ca d 135.42, C� ENR 6 block 1 226.92 Z AR O� eclax lot 41 226.02. WNyMapl0 `� PLANT Lei Z - III O 1 m cc I S 2� 24 t.p'e mm'W z209R. 165.88' c1 aN ] eEnt..Nme.•�wT.GE• HEPoTAG 1-aReH 2-24c- BM [V CG 222.38 - AR It AGER RIBR¢'I'pED 9wSET' a MAPLE 'C --- ]'-'1! AL Bffi CERCIB CANADBJBIB EASTERI REDBIRD ]•-]�'cAL. 11 BLV ] OXTDplDR1111 dl®OIEAIM B:.1110Y0Gb ]'-]J•GAL ee1�e TC221_12EVE��D iG2239 . iG2245 1W II TRLA PLIOdrd•GIffBJ GIAM' GIEBI GIAM ARBgeNTAE T'-e'NT. 112110BG21913 BG22158 Macadam Gurb BC22319 BG22443 cadam Gurb Ia pEClouola W W W W W W W W Hk'yy 11 KOFIETdaILL4 ra/R�EWI TIDNT dIRY' plld F FOTIERBILLA ��. HTDRdrBEA AI®OIffSOEPIb'dN1ABELLE' ANHdBELLE HYDRANGEA W11TE � V )B If ADVW 10 R4pDODB1DIB.Y1 VdLLEY' dLLLEA'DELAWPfE VW.LEY'W11TE 9IXMT. W11TE c R ,21971 222.03 22484 BNB IT BIDSB SETIPERARENB COhFKN BOMIOCD b®-]f'NT. ` N RIM 22483 aS% dD4ffi SEMPERNIRb CGnYLTI aOAYLW -%M. a� a Y x o BONUAT ROAD INV 21141 BID 4 EK E0ER 6E EWEF CIE PRMCE80 HO LY 4-D H. Bm c _m 3 Q F£REIJId_S.eRde6F8 R a a 8021936 BC221. d) ABY le MTILBE 9RDAL VEIL' W11,E ABTLBE 7 tali. 3'OG LED 14 =_I. pbR' STELLA pbrd�DAYLILLIE �(YT1I. nnseem r.-Jve_ �yDy�y,� JGB 15 POLTDTIGIl1 Ma00TIGIOIDEB OhibTYAO FERi q OOfIT. scale: 1"=10'-0" HALBC DdrldD RICYIAIm J.DGMATO,La tlmwn bY: 9P0 ]5 dIG1C011t ROAD CIIABE BANG dIILDMG e IIEIMYWRl1�0DrL NY.W04 W PNET BTIEEt-RO A•I 401 C2� ��TO��� iOTeLI checked bY: ]bd lantin Ian AisHITEe, (014�bb1-0%D � 1 ]4'Wirt!PRE f1 TIlQ RlPLAOEFlNt IEDbJ Rb ]]'W10E SMR (I 1RE RePLACB1ENt IEODJ dale: 6118/2015 1'�i 0'-0'• II BLUE BPRIICE TREE rLTLAGBEI,I REDbJ T G'AWNJDWB [I TREE RePLACBNENT FEODJ BRAD DB'101'tE.RA Bi 9 IB I-CAl•IPETIDG'YM ELM fl TIEE IEPLAGB4TJt REODJ T B'NORIWY HAPLE TREE IEPLACFJ'IENT fEIJbJ 9 ]NORWIY MAPLE ' f1 TREE RlPLACEI'R:NT IEODJ 99 BWLD t.FIER¢T (011EE I�l9.FGEDENi F£CDJ 6DANBURY Rom 0 vALAVENIE legetIn'nd 2-_ TREE fEPLdcErffNT REO•DJ BlI1E IA ELI40fOl®,N.*.bB]s ALL IrFOR'IATION F%VO7ED ON TE SITE b B'NCRIWY MAPLE fl tlr£E IfEPLACEIENT I�ObJ RSXaEPIELD elT (BW 345-Btaa PLAD1 B DARED ON aIMET PIEPARED Br. P ovlde proteb"Ietlonmain, II•NORILLY MAPLE (I TREE rEM1ACErffrrT TEDDJ 14 2'-]�'CALX'ER TREES []0aJ 431-BD RICIWRD J.DCMATO 70 D'NORWY MAPLE fI TPEE IEPLACBENTIEODJ LA 1 cw.�c6_ L.RD eIMET'OR [brpuabouilall phases of 4] E•NORIIAY rMPLE f TIES REPLACEIENT IEODJ N PL/NT(I®)NEW TIEEq PAY MTO TEE RWD ROIs CHASE BAN<BHILDIfG Consiruc[ipn 'PDE [OTE TtD'DJ ADDITKwK[41 TREED vMfJSrT d.MABeRaO.PE IRST 9TfEET-R:G1T 401 ND rt'NORIKY MAPLE 21 HILLat'H maal,`AE m.VER40N NT.mRaO enstina trees 10 he removed f 1 """�-TREES 42.Y.WpvG+LIPNOT RE/aIIRE REPLACB•IFNt dIJC£ TONKEp,NT.10100 TET NE LESS THAN ER [SwlsD-BOR5 DATED.NRIL 2%]04 : d..: pla,N,gbd. 7116/15 -1 1,11 S1",­Sl-11­, SUBJECT I ssued tor: T-1 1,11 11 111111,11 11,7111,11 1-111 j '(2 211 21,70),0114114211 'i S' 41'� 111 1�11 location man 2 CIL l., 110 31 41 1-1 ',311 -71-13 "1 11 j2 11A "I T-1 ..4.... g Tj J 360 S1 °-I S1-0 esnwxs Wt d,j,nmy phl­ I a oil 1 .1 1- TOO -1 35A2,bl,,k 1,1..lot 5.13 -.135.42,1A-,-1-12 Ll-1,..I 0 ----------- BITE LTTIT LINE SILT To ISE TTr. In IDdSTm.1­iE MTA._ T�IJLS 2 a...1 MA3 hio,k 1 bl,,k I t"I ot 41 loll 'H ."aa a.kelt,,.n ­pb,II i—SE.CEaC I f I E>d.m ETRICIIIIE 1015E Ml­ED _m ASPHALTl­SED LAID STOKET.Se Ah M-1-6 W 6MIft I an & St silt fence detail 12&T— MIT LIM ST_ SITE Pl.�LIMIT LM LT11T LIM ASPHALT REGIlL.4TIONS WHILE EXISTING LAIDUTILITIES, IP­.E-T-E EXI&TSO S�AM-E10-Y I -—IT- SILT ------ECONTRACTOR t0—Y Fax_' PROPOSED _ ­T S =T ---------- - - T�m — RILY DISTURBED AREAS TOTAL .4fW 8F ALLTEMPORA 21— I SE-_ ExISTM DRIVEWAYAMLY FOLLgNNG[XalMITIM 00ETZAPPL cant TO­LIM BOIL legend E 1-11—aa SIM VS�L"IT LM 'A'uag t",I,"­ia W IT BON IJIT ROAD I. WRNC ALL PHASES Z=Tl­TICR�m 4�ml E BITE f1EPARAnOµUTILITY MT�TIOR �M'lw�­S`­`IOKRD2P1lLD,CT Opel M-1-LOT­TIOK ETC,­IlRE­-TI--E5 TO W IN OUA.g g,.d. 2. NO-6T­TIM ACTIVITIES OF ANY KIND SH0.6D OCWR WITHIN THE LIMITS 6 THE MCLNDM,EUT NOT LRIITED W ORADM,=x"VATIOK STOCKPILIW W plIp-d!glad, GF MATERIALS,STORKS OF CONBIRICTION EOUIFFEM,VEHICLE PNRCING,-EST OF VINCENT A MABBAFi�.PE ubRKERS OR­'Miw a,ling spot 0-1.a I WLLERKM 3. W42iM3 SIGNS SHALL ISE LOCATED LN TVE BITE TO LU '1430- pl,pl,ld lialt d—til. afaili—TIE a—SHALL MI-M THAT ALL CONBTRJGTIQJ ACTMTIEB MCLLIDMG w I T4E 10-1-MItO ARE 1-1 ITED WITHIN VEGETATION PROtECTION AREAS GRADING, EXCAVATIOIL SM ILMG 0=HAMNS.6TORAOE OF­Wtal=11b JBQUIPFENT,-1410.2 PARKING,P{DVEFEM Ci OIORCERB OR MACHINERY,OR DUMPING 6 CONOTRKTILN DEBPofl rvOTE: CHASE BINK Ed— 4 T4E All 1_1�TE 22 u T--- ��SHALL-M-TAE T-E l­TECTIM�T Sr ==.,Y ALL­W�Im ACTIVITIES B. di-SU­E&SI­-_ETM CF ALL-T-ACTIVITIES,A CERTIFIED ARBORIST TREES d AN ANNOAL—1.OURMG THE—1- SEASOK—A �2.1 -11 -1 THE—OAF_ES ANY PROTECTED TREES � --y 1.1=A�r­a D—GR Q—BT----TTS.—1 EE 'S-_ Mft�[P AS�MEV ST A CEIRT11W�81 y FREDERICK P. CLARK ASSOCIATES, INC. PLANNING, TRANSPORTATION, ENVIRONMENT AND DEVELOPMENT RYE, NEW YORK FAIRFIELD,CONNECTICUT DAVID H.STOLMAN MEMORANDUM AICP,PP PRESIDENT To: Gary Zuckerman, Chairman, and the MICHAEL A. GALANTE EXECUTIVE Planning g y Board of the Village of Rye Brook VICE PRESIDENT 35o THEO.FREMDAVE. Date: August 6, 2015 RYE, NEW YORK 1058o 914 967-6540 FAX: 914 967-6615 Subject: 5 Bonwit Road - CONNECTICUT Application for Site Plan Approval 203 255-3100 HUDSON VALLEY As requested, we reviewed revised plans, documents and new 845 297-6056 correspondence submitted by Mr. Malek Samad for approval of a site plan LONG ISLAND to demolish an existing residence and construct a new two-story residence 5i6 364-4544 with attached garage, parking court, driveway, retaining walls, stormwater www.fpclark.c0m management, driveway, and rear-yard deck at 5 Bonwit Road, in the R-12 email@fpclark.com District designated by Property ID 135.42-1-41 on the Town of Rye Tax Assessor's Map. Property Description The 22,275 square-foot property, located in the R-12 zoning district on the north side of Bonwit Road, is currently developed with a two-story single- family residence with an attached garage. In addition to the residence, the property includes a driveway, parking court and curb cut, retaining walls and walkways. Mature landscape plantings are located throughout the property, which slopes down nine feet from the north east corner of the rear yard to the south west corner of the front yard. Areas of moderately steep to extremely steep slopes are located throughout the property. Project Description The Applicant proposes to demolish the existing home and construct a new two-story home with an attached two-car garage. A new parking court and driveway would be constructed where the existing garage and driveway are located. The new driveway would utilize the existing curb cut. A deck would be constructed adjacent to the new home in the rear yard. FREDERICK P. CLARK ASSOCIATES, INC. PLANNING, TRANSPORTATION, ENVIRONMENT AND DEVELOPMENT RYE, NEW YORK FAIRFIELD, CONNECTICUT Much of the property will be graded to eliminate existing retaining walls and re-design existing steep slopes in the rear and front yards. According to the revised plans, 15 live trees, including 14 regulated trees 10 inches DBH or more, would be removed from the property during construction. New retaining walls, walkways, exterior stairs, landscape plantings, and storm water management facilities also would be installed. Review We reviewed the following applications, plans and supporting materials submitted by the Applicant: 1. Building Permit Checklist and Zoning Analysis 2. Site Plan Application and Checklist 3. Exterior Building Permit 4. Short Environmental Assessment Form 5. Tree Removal Permit Application 6. Topographic Survey prepared by Richard J. Domato, Land Surveyor, Mount Vernon, N.Y. dated April 29, 2015 7. Project Report prepared by Vincent A. Massaro, P.E., Yonkers, N.Y., revised 7/14/2015 8. Project Report prepared by Vincent A. Massaro, P.E., Yonkers, N.Y., dated June 10, 2015 9. Letter to the Planning Board from DeMotte Architects, Ridgefield, C.T. dated July 17, 2015 10.Letter to the Building Inspector and the Superintendent of Public Works from DeMotte Architects, Ridgefield, C.T. dated June 16, 2015 11.Architectural Plans prepared by DeMotte Architects, Ridgefield, C.T.: Sheet Number Sheet Title Date SP-1 Site Plan 6/18/15 rev. 7/16/15 LA-1 Planting Plan 6/18/15 rev. 7/16/15 D-1 Site Demolition Plan 6/18/15 rev. 7/16/15 A-2 Basement Plan 6/18/15 A-3 First Floor Plan 6/18/15 A-4 Second Floor Plan 6/18/15 A-5 Roof Plan 6/18/15 A-6 Front Elevation 6/18/15 rev. 7/16/15 A-7 Right Side Elevation 6/18/15 rev. 7/16/15 A-8 Rear Elevation 6/18/15 rev. 7/16/15 2 FREDERICK P. CLARK ASSOCIATES, INC. PLANNING, TRANSPORTATION, ENVIRONMENT AND DEVELOPMENT RYE, NEW YORK FAIRFIELD, CONNECTICUT A-9 Left Side Elevation 6/18/15 rev. 7/16/15 A-10 Building Height/SetbackRatio 6/18/15 rev. 7/16/15 A-11 Building Sections 6/18/15 A-12 Building Sections 6/18/15 12.Engineer's Plans prepared by Vincent A. Massaro, P.E., Yonkers, N.Y.: Sheet Number Sheet Title Date 1 of 9 Existing Conditions 6/9/15 rev. 7/13/15 2 of 9 Soil Testing Plan 6/9/15 rev. 7/13/15 3 of 9 Demolition and Removals Plan 6/9/15 rev. 7/13/15 4 of 9 Steep Slope Analysis Plan 6/9/15 rev. 7/13/15 5 of 9 Stormwater Treatment Plan &Details 6/9/15 rev. 7/13/15 6 of 9 Site Grading Plan 6/9/15 rev. 7/13/15 7 of 9 Utilities Plan 6/9/15 rev. 7/13/15 8 of 9 Footing Drain System Plan &Details 6/9/15 rev. 7/13/15 9 of 9 Sediment&Erosion Control Plan &Details 6/9/15 rev. 7/13/15 Please note that our review of this application is limited to planning, and landscape issues. We offer the following comments regarding the application: 1. Site Plan. The plans were revised to show that existing, low, retaining wall on the east side of the current driveway partially located in the Bonwit Road right-of-way would be rebuilt to be entirely located on the subject property and not within the right-of-way. 2. Grading Plan. The proposed grading plan was revised to show a swale along the western edge of the property to divert stormwater flow away from the adjacent property to the west. 3. Tree Removals. The revised site plan shows that a total of 15 existing trees would be removed from the property. The trees to be removed include one 8-inch DBH tree that is not regulated and 14 regulated trees from 10 to 25-inches DBH. The tree removals will require the installation of a number of new hardwood shade trees pursuant to Chapter 235 of the Village Code and review by the Village Engineer. Pending final determination by the Village Engineer, and based on the replacement 3 FREDERICK P. CLARK ASSOCIATES, INC. PLANNING, TRANSPORTATION, ENVIRONMENT AND DEVELOPMENT RYE, NEW YORK FAIRFIELD, CONNECTICUT formula in Section 235-18 A(1) of the Code, 15 two to two and a half inch caliper native trees would be required to replace the 14 regulated trees removed. The revised landscape plan indicates that 10 replacement trees are proposed to be planted. The Applicant would like to pay a restoration fee in lieu of planting the rest of the required replacement trees, which requires approval by the Planning Board. The Board should note that there would be five additional replacement trees to be paid for in lieu of planting, not four as noted on the plans. 4. Tree Preservation Plan. A tree protection note was added to Sheet 3 of 9 of the engineer's plans that states that the tree protection measures detailed will be installed at the drip line of trees proposed to remain. The landscape plan was revised to indicate that the existing tree located close to the proposed Cultec units on the west side of the property would be removed as recommended, which brings the total of regulated trees to be removed to 14 trees, pending review by the Village Engineer. 5. Landscape Plan. The "Replacement Requirements" note on Sheet LA-1 of the architect's plans should be revised to list the correct number of replacement trees required, and the correct number of replacement trees to be paid for in lieu of planting when determined by the Planning Board and the Village Engineer. We look forward to review of the application and discussion by the Planning Board. Marilyn Timpone-Mohamed, ASLA, AICP Senior Associate/Planning/Environment cc: Honorable Mayor and the Village Board of Trustees Christopher Bradbury, Village Administrator Michal Nowak, Village Engineer/Superintendent of Public Works Philip A. Butler, Esq., Village Attorney Malek Samad, Applicant Brad DeMotte, RA, DeMotte Architects J.IDOCS215001Rye Brook1538.665.5 Bonwit Road Site P1an.,Wemo2.mtm.docm 4 September 10, 2015 RESOLUTION APPROVING AN APPLICATION FOR A SITE PLAN AND WETLANDS PERMIT TO DEMOLISH AN EXISTING HOME AND CONSTRUCT A NEW SINGLE-FAMILY RESIDENCE AT 8 EDGEWOOD DRIVE VILLAGE OF RYE BROOK PLANNING BOARD WHEREAS, Timothy Allen, P.E., on behalf of Frank Chiarello (the "Applicant"), has submitted an Application for Site Plan approval and a Wetlands Permit to demolish an existing single-family home and construct a new single-family residence at 8 Edgewood Drive in the R-25 Zoning District. Said premises being further identified as Section 135.28, Block 1, Lot 28 on the Town of Rye Tax Assessor's Map; and WHEREAS, the Planning Board reviewed the following plans and application materials in connection with the proposed application: 1. Exterior Building Permit Application dated 11/24/14 2. Building Permit Checklist and Zoning Analysis 3. Site Plan Application and Checklist 4. Short Environmental Assessment Form 5. Letter to the Planning Board from Bibbo Associates LLP, Somers, N.Y. dated April 20, 2015 6. Letter to the Planning Board from Bibbo Associates LLP, Somers, N.Y. dated November 6, 2014 7. Letter to the Planning Board from Bibbo Associates LLP, Somers, N.Y. dated October 30, 2014 8. EPA On-Scene-Coordinator's Bulletins for Port Refinery, 55 Hillandale, Rye Brook, N.Y. 9. Environmental Site Remediation Database Search for Barbera Residence a.k.a Port Refinery Superfund Site 10.Engineer's Report prepared by Bibbo Associates LLP, Somers, N.Y. dated July 16, 2014 11.Memorandum to the Planning Board from the Building and Fire Inspector dated August 18, 2014 12.Wetlands Functional Capacity Report prepared by Evans Associates, Inc., Bethany, C.T. dated September 12, 2014 13.Wetlands Delineation Report prepared by Evans Associates, Inc., Bethany, C.T. dated April 29, 2014 14.Title Survey prepared by Edward G. Mihalczo Land Surveyor, LLC, Yonkers, N.Y. dated May 29, 2013 1313/74/5466200 914115 15.Topographic Survey, prepared by Edward G. Mihalczo Land Surveyor, LLC, Yonkers, N.Y. dated July 12, 2013 last revision April 10, 2014 16.Engineer's Plans, prepared by Bibbo Associates LLP, Somers, N.Y.: Sheet Number. Sheet Title. Dated SP-1 Site Plan 10/21/13 rev. 4/17/15 TPPP Tree Preservation and Protection Plan 10/21/13 rev. 4/17/15 EC Erosion Control Plan 10/21/13 rev. 10/30/14 D-1 Details 10/21/13 rev. 4/9/15 HSP-1 Height/Setback Plan 8/16/14 rev. 10/30/14 Irl Landscape and Lighting Plan 10/3/14 rev. 12/17/14 17.Builder's Plans, prepared by Ritz-Craft Corporation: Sheet Number. Sheet Title. Dated ELVA Elevations 10/24/14 FPI First Floor Plan 10/08/14 FP2 Second Floor Plan 10/08/14 FD Foundation Design Criteria 10/24/14 X1 Section 10/24/14 The Board also reviewed a series of memoranda from the Village Planning Consultant, F.P. Clark Associates, dated September 8, 2014, December 9, 2014 and May 7, 2015 concerning the application; and WHEREAS, on December 11, 2014, the Planning Board referred the Application to the Rye Brook Zoning Board of Appeals for certain area variances needed in connection with the Proposed Action; and WHEREAS, the Applicant then modified the Application to eliminate all but one of the area variances requested; and WHEREAS, the Zoning Board of Appeals then granted the Applicant the variance by resolution adopted April 7, 2015; and WHEREAS, on May 14, 2015, the Planning Board adopted a resolution setting the Public Hearing on the Application for June 11, 2015; and WHEREAS, said public hearing was then adjourned twice to September 10, 2015; and 1313/74/5466200 914115 -2- WHEREAS, a duly advertised public hearing was opened on September 10, 2015, at which time all those wishing to be heard on the Application were given such opportunity; and WHEREAS, the public hearing was then closed on September 10, 2015; and WHEREAS, the Proposed Action is a Type II Action pursuant to the New York State Environmental Quality Review Act (SEQRA), and accordingly, no further environmental review is required; and WHEREAS, the Village Planning Consultant, Village staff and the Planning Board have reviewed the information and submitted comments regarding the Application; and WHEREAS, the Planning Board is fully familiar with the site and all aspects of this Application. NOW, THEREFORE, BE IT RESOLVED, that the Village of Rye Brook Planning Board hereby approves the Application referenced herein, subject to the condition that the storm water management plan for the project be revised consistent with the recommendation of the Village's stormwater engineering consultant, Dolph Rotfeld, P.E., such that: 1. Runoff from the proposed driveway will not flow onto Edgewood Drive; 2. Runoff from the driveway be accounted for in the infiltration system design for "total volume storage"; and 3. Detail is provided for on the plan for Proposed Yard Drain #2, demonstrating all pipe invert elevations and all pipe connection locations. A site plan view of the Yard Drain #2 must also be added to the site plan. BE IT FURTHER RESOLVED, that no permits shall be issued until the Applicant has paid to the Village all applicable fees and professional review fees incurred in connection with review of this Application. On motion by , seconded by Mr. Michel Nowak, Superintendent of Public Works, called the roll: Domenic Accurso, Jr. Voting Robert Goodman Voting John Grzan Voting Sal Morlino Voting Amy Schoen Voting Daniel Tartaglia Voting Gary J. Zuckerman, Chairman Voting 1313/74/5466200 914115 -3- Ai a Wl ............. j R jIit d ---- ---- NMI A Von 't WHOM it it Building Permit Check List & Zoning Analysis Address: Qj tIJ SBL: ( Z41 r e� — — �— Zone: c03— LJse: Const. Type: J _Z Other: Submittal Date: 7 17:D U' Revisions Submittal Dates: Applicant: G• —1 • W - Nature of Work: (M S L Reviews:ZBA: JUL 2 1 2015 PB: BP: Other: OEC OK ( O FEES: Filing: 3S'-�•�,> BP: ,��f9•� � C/O: Legalization: ( ) (� APP.: Date Stamped: -/ Properly Signed: ✓ SBL Verified: •/ Other: ( ( ) Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening: ( ( ) ENVIRO.: Long: Short: Fees: N/A: ( ) ( ) SITE PLAN: Topo: Site Protection: S/W Mgmt.: Tree Plan: Other: ( ) ( SURVEY: Dated: Current: Archival: Sealed: Unacceptable: ( ) ( ) PLANS: Date Stamped: Sealed: Copies: Incomplete: N/A: Other: (✓� ( ) License: Workers Comp: Liability: Comp. Waiver: Other: (� ( ) Code 753#: Dated: N/A: ( O HIGH-VOLTAGE ELECTRICAL: Plans: Permit: N/A: Other: ( ) ( ) LOW-VOLTAGE ELECTRICAL: Plans: Permit: N/A: Other: FIRE ALARM/SMOKE DETECTORS:Plans: Permit: N/A: Other: (L ( ) PLUMBING: Plans: Permit: Nat. Gas: LP Gas: N/A/: Other: ( ) ( ) FIRE SUPPRESSION: Plans: Permit: N/A: Other: ( ) ( ) 26 10 NY State ECCC: N/A: Other: Final Survey: Final Topo: RAPE Sign-off Letter: As-Built Plans: Other: ( ) ( ) BP DENIAL LETTER: C/O DENIAL LETTER: Other: ( ) ( ) Other: ( )ARB mtg. date: approval: notes: ( ZBA mtg. date: approval: notes: ( PB mtg. date: approval: notes: REQUIRED EXISTING PROPOSED NOTES Area: Circle: Frontage: Front: Front: Sides: Rear: Main Cov: Accs.Cov: Ft.H/Sb: Sd.H/Sb: GFA: Tot. Ft.Imu: Parking: Height/Stories: notes: f f NATHANIEL J. HOLT, PE dan@holtengineering.net August 20, 2015 n �J r Village of Rye Brook Planning Board L .- 938 King Street Rye Brook, New York 10573 L Attn: Gary Zuckerman, Chair "DT. - -- RE: Application for Amended Site Plan Approval Cerebral Palsy of Westchester 1186 King Street Dear Mr. Zuckerman and Members of the Planning Board: Upon completion of the construction of the Hallenback Learning Center, Cerebral Palsy of Westchester would like to amend its Site Plan Approval to permit the installation of a Standby Emergency Generator. As proposed, the emergency generator would be located in close proximity to the existing swimming pool and the Learning Center. A buried LP gas tank will also be installed in this area. Appropriately, this location was selected as it nearest to the electric service and meter serving the Learning Center, and ease of access from Lincoln Avenue. As you will also note, the 80kW emergency generator will be screened through the construction of a wooden stockade fence enclosure, which will also encompass the existing swimming pool filter. Finally, the existing stockade fence along Lincoln Avenue has fallen into disrepair and that fencing will be replaced in kind. In consideration of the above, please find the following: • Site Plan Submittal Review Checklist • Application for Site Plan Approval • Short Environmental Assessment Form • Checks for the Application Fee, Exterior Application Fee and Escrow Account in the amount of$475.00, $200 and $2,500.00 respectively • 11 Copies of the Property Survey as prepared by Thomas Merritts, LS • 11 Copies of the Site Plan, dated August 20, 2015, as prepared by this office We look forward to meeting with the Planning Board to discuss this important Amendment to our Site Plan Approval. 592 Route 22*Pawling,NY 12564 *PHONE:(914) 760-1800 540 N.W.University Boulevard,Suite 105*Port Saint Lucie,FL 34986 *PHONE:(772) 204-9550*FAX.(772) 204-9553 Cerebral Palsy of Westchester August 20, 2015 Page 2 Very truly yours Nathaniel J. Holt, PE Holt Engineering & Consulting, PA encl cc: Linda Kuck Joseph Crocco BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STRijET RYE BROOKt NY 10 (914)939-0668TAX M14�939-580 www.tyebrook.ot-e JUL 2 0 2015 VIILAG EPARTMENT FOR OFFICE USE ONLY: Approval Date: Permit# Application # Approval Signature: ; ARCHITECTURAL REVIEW BOARD: Disapproved: _ _ bate: _ BOT Approval Date: Case# :Chairman: PB Approval Date: Case # :Secretary: ZBA Approval Date: Case #_ Electrical Permit#: Plumbing Permit#) Application Fee: �� Permit Fees: 2 APPLICATION TO INSTALL A PERMANENT STANDBY BACKUP GENERATOR Application dated: is hereby made to the Building Inspector of the Village of Rye Brook for the issuanceof a Pernuttoinstall a permanent standby backup generator in accordance with§2504.1.of the Code of the Village of Rye Brook,as per detailed statement described below.Please note that electrical and plumbing permit applications must be filed separately by those licensed professionals,and that separate permits are required for the installation of any related fuel tanks.Further note that all applications for commercial use will require a site plan approval from the Village Planning Board prior to the issuance of any permit. 1. Job Address: `l 97& e/A)!6 S"r. 12 y e 6a.00 fC f A 2. Parcel ID#: Zone: OZ '3 3. N.Y. State Construction Classification: ``N.Y.State Use Classification: 4. Proposed Generator&Fuel Type(Describe in detail): rD-7 70 k w 5. Property Owner: C 6 lV, G g (? lQ !� LSC/ \V LS'TCR e, �Y� Address: 1/136 V—r til G �I Phone#(q,41 41-4 $DO Cell# Fax# Applicant: O 5 f r k4 Address: "'-C nA A,/ 4CC> P A2 N9 D&) Phone# /`f/ 2— ;-Z72y cell#(`I14) of7-7-606,? ' Fax# 273-277 Architect or Engineer(if applicable): t . Address: S� 1-- IZ� ZZ, fO-cc)L-/A-) Gt Aj Phone# !! __ Cell# ('Ill? '7&0 ' t 9 O O Fax# General Contractor: �o V CaLOGG o -I� ��s Go S 712 OC-Z( a 0 Address: C J Phone#� Cell# 6 916, Fax#�?r77 r 1-7`7 G 612014 4 6. Give exact ddinlepsions from proposed generator to lot lines: front ya4- rear yard: 3 f right side yard: O--Y Jeft side yard: 7. If building is located on a corner lot,which street does it front on: L-(N Gy L pi RL) 8. Will the proposed project disturb 400 sq.ft.or more of land,requiring a Stormwater Management Control PermJLfrom the Village Engineer as per Chapter 217 of the Code of the Village of Rye Brook? Yes: No: C 9. Will the proposed project require a Site Plan Review by the Village Planning Board as per Chapter 209 of the Code of the Village of Rye Brook? Yes: No: (provide detailed drawings as per Chapter 209) 10. Will the proposed project require a Steep Slopes Permit as per Chapter 213 of the Code of the Village of Rye Brook? Yes: No:-\-'/--(provide a detailed topographical survey) 11. Is the lot or anypoor *on thereof located in a Wetland as per chapter 245 of the Code of the Village of Rye Brook? Yes: No: V (provide a detailed survey indicating the Wetland&Bu1Ter Zone) 12. Is the lot or any portion thereof located in a Flood Zone as per the FEMA Flood Insurance Rate Map#36119CO279 dated 9/28/07? Yes: No: 13. Will the proposed pfoject require a Tree Removal Permit as per Chapter 235 of the Code of the Village of Rye Brook? Yes: No: (a tree replanting schedule may be required) 14. Does the proposed pyaject involve a Home-Occupation as per Chapter 250-38 of the Code of the Village of Rye Brook? Yes: No: � If so,indicate: TIER I: TIER II: TIER III: 15. What is the total estimated cost of construction: S , 0-00 (The estimated cost shall include all site improvements,labor,material,scalloldin .fixed equipment professional fees,and material and labor which may be donated gratis) 16. Estimated date of completion: Q 1 1 krtrtrt RRrtkRRRk RR RR RRR RRRRRRRRRRrtkrtrt RkRRRkRRRR RRRRRR RRRRRRrt RRkRRRR RRRRRRRRRRRrtrtkRkRR RRRRRkkrt RRrt Rk rtRkRrtrt Rkkrtrtrt STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: J 0 5 CtP 0 C 6"Z- c7 ,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 44'r—" I ) '(-' 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 an)' Avork 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 un accordance with the New York State Unifornn Fire Prevention &Building Code.the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Swom to before me this Swom to before me this KAREN A TARANTO day of , 20�� Notary Public,State of New York &-� 20� No.01 TA5014226 Qualified in Putnam Cou IDoMission Expires N tarp' lie _ �Si a eof PProperlyOwner rW'a{ utJ •Print Name of Property Owner rameoppcant This application must be properly completed in its entirety and must include the notarized signature(s)of the legal owner(s)of the subject property,and the applicant of record in the spaces provided.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. 612014 BUIL Il -I MENT VI E OF IZY OK 938 KING ET RYE'BR NY 10573 (914)9 6 39-5801 0re *********************************************************************************************************** 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: 7 7� DATE PAID: ENVIRONMENTAL FEE: 2 DATE PAID: OTHER: *********************************************************************************************************** APPLICATION FOR SITE PLAN APPROVAL Submission of this application does not assure placement on any Planning Board Agenda.The Applicant will be notified of such placement. *********************************************************************************************************** This application references but is not limited to the following sections of the Code of the Village of Rye Brook;§250 ZONING,§209 SITE PLAN REVIEW, §235 TREES, §107 DEMOLITION OF BUILDINGS, §224 SWIMMING POOLS,§121 EXCAVATION&TOPSOIL REMOVAL,§118 EROSION&SEDIMENT CONTROL,§213 STEEP SLOPES PROTECTION,§219 SUBDIVISION OF LAND, §250-40 NOTIFICATION REQUIREMENTS.Applicants and their Design Professionals are strongly advised to review the above mentioned code sections online at,www.ryebrook.org prior to completing and/or submitting this application. APPLICATION FEE SCHEDULE: Residential Dwellings- $325,plus$200 per additional dwelling unit. Non-Residential Buildings - $475 plus $30 per parking space. Planned Unit Development-$575 per acre PUD Amendment- $300 Site Plan Amendment- $575 Wetlands&Watercourse- $1,150 Consultant Review(Escrow)Fee: Minimum fee$250-maximum fee$2,500,to be determined by the Village Engineer. ,41.7plication fees are non-rejmdable. The applicant's Escrow Account must have a pose ive balance al all limes prio►•to any Consrdlanl, Wornev,or 4'iRage review. Escroir Fees and.Site Plan Fees must be paid on separale checks made peryable to the Village of Rye Brook. *********************************************************************************************************** 1. Site Address: //94, KiOV4 8'ira&I Parcel ID#: IZ4,14B i 2 Zone:D6- 3 2. Property Owner: U"/T7-:-6 CE2Et8446 P/t'LS'/ cr- bV e!�PyAjry , /"7 e Address: PO SOX C.26 5 AJ9CA4'aiE- /0577 E-Mail: 1-11115.4- 14 VCKO rae- 044 Tel.#: 914- 9-37 3 goo Other: 914- �?3 7 3 9 R 3 3. Applicant: "AM.�,46 Pi9�L SY Or- LVes%ZrlNeyee_ Address: // 941 Ae/^""I^ '5Ma C't-T E-Mail: �'^'��o•%���G�H1��ef�s>t d.f1i Tel.#: q14- ':�37 -3900 Other: R/ 9 3 7 3 03 83 4. Design Professional: *VN10- —** 1kc T9 AE Address: 59 Z &ITt5 ?--Z- //AW41Arg 3 4041.E-Mail: b&yVOhb G7 • Tel.#: cy/ef -76d 1860 Other 7 7 Z zo¢ 9,550 5. Designate to whom correspondence is to be sent: V4-7�fV-1,0- J. t/{Oc,- Note: If applicant is a"Contract Vendee",please attach a copy of the contract summary with financial and confidential terms deleted. REVISED 8/10/15 6. Street which property abuts: 1iivCo cAW �4'+ _C_ 1W Q �ov� S �7 7. Does property connect directly into State or County highway? ( )NO (-fYES: lLL" IST /ZO 8. Is site within 500 feet of Village Boundary?(LTR0 ( )YES if yes note all bordering municipalities: 9. Total area of site: IA.q 44, Area of site activity: �0 spr 10. Site coverage: /VR' %; Building coverage: A,0- aha 11. Existing building size: A1,of- New/additional building size: /114 12. Existing parking spaces: NA New parking spaces: /V* 13. Nature of proposed activity: e44 . aC,?7 A� 4WO //VS r,4LL.�sda/ C057 Ei4-46-94OVC e*&v ****************************************************************************************** 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 retumed to the applicant. STATE OF NEW YORK COUNTY OF WESTCHESTER ) as: Li�,�� /��l ,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 propertywill be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention & Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Sworn to be e me this �4LIII i day of , 20 day of 220 Notary Public Notaig ECbllc Signature of Property Owner Si t e ofA plicant Print Name of Property Owner Print Name of Applicant KAREN A TARANTO NIANY Public.State of New York No.01TA5014226 Qualifled In Putnam courft Commission Expires REVISED 8/10/15 Short Environmental Assessment Form Part 1 -Project Information 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 I based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information Name of Action or Project: Amended Site Plan Application-Cerebral Palsy of Westchester Project Location(describe,and attach a location map): 1186 King Street,Rye Brook NY Brief Description of Proposed Action: Proposed Installation of an 80kW Standby Emergency Generator and Appertances for the Recently Constructed Hallenback Learning Center Name of Applicant or Sponsor: Telephone: 914 937 3800 Cerebral Palsy of Westchester E-Mail: Address: 1186 King Street, City/PO: State: Zip Code: Rye Brook New York 10573 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 21 F] 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 governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: ❑ a 3.a.Total acreage of the site of the proposed action? 12.0 acres b.Total acreage to be physically disturbed? 0.02 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban [:]Rural(non-agriculture) [:]Industrial m Commercial ❑Residential(suburban) ❑Forest ❑Agriculture El 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? ❑ Fv� ❑ b. Consistent with the adopted comprehensive plan? ✓ ❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural NQ YES 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: ❑ 8. a.Will the proposed action result in a substantial increase in'traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? ❑ ❑✓ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? a ❑ 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: DoT .4P004 144,64C Z ❑ 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: OCIOT PPG f41i6LE R1 ❑ 12. a. Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? ❑✓ ❑ b. Is the proposed action located in an archeological sensitive area? ❑ 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? R 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: 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 m Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? ❑✓ ❑ 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a ❑ a.Will storm water discharges flow to adjacent properties? ❑NO ❑YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: F-1 NO [—]YES Page 2 of 3 Transmittal Letter August 21, 2015 HOLT ENGINEERING & CONSULTING, PA 540 NW UNIVERSITY BOULEVARD SUITE 105 PORT ST LUCIE, FLORIDA TEL: (772) 204-9550 FAX: (772) 204 9553 To: Cerebral Palsy of Westchester 1186 King Street Re: Amended Site Plan Rye Brook, NY 10573 Attn: Linda Kuck Acct Number: We are sending you 0 Attached 0 via: Messenger ❑ Shop Drawings 0 Prints ❑ Plans D Other: Applications ❑ Copy of Letter ❑ Change Order ❑ Samples ❑ Total Quantity ❑ Reproducible ❑ Specification Submittal Quantity Date DWG. # Description 11 8/20/15 1 Site Plan 11 na Survey These are transmitted as checked below r. 0 For Signature ❑ Approved as Submitted ❑ Resubmit copies for approval ❑ For Your Review and ❑ Approved as Noted ❑ For Your Files Approval ❑ As Requested ❑ Returned for Corrections 0 For Submission ❑ For Your Files ❑ Revise and Resubmit/Work May Not Proceed • FOR BIDS DUE: ❑ PRINTS RETURNED AFTER LOAN Comments: Linda. Please sign where indicated. I did not send you multiple copies of the applications since they were not signed. Copy to: Signature Nathaniel J. Holt Transmittal Letter August 21, 2015 HOLT ENGINEERING & CONSULTING, PA 540 NW UNIVERSITY BOULEVARD SUITE 105 PORT ST LUCIE, FLORIDA TEL: (772) 204-9550 FAX: (772) 204 9553 To: Cerebral Palsy of Westchester Re: Amended Site Plan 1186 King Street Rye Brook, NY 10573 Attn: Linda Kuck Acct Number: We are sending you 0 Attached 0 via: Messenger 0 El Shop Drawings 0 Other:Prints ❑ Plans Applications ❑ Copy of Letter ❑ Change Order ❑ Samples ❑ Total Quantity ❑ Reproducible ❑ Specification Submittal Quantity Date DWG. # Description 11 8/20/15 1 Site Plan 11 na Survey These are transmitted as checked below 0 For Signature ❑ Approved as Submitted ❑ Resubmit copies for approval ❑ For Your Review and ❑ Approved as Noted ❑ For Your Files Approval ❑ As Requested ❑ Returned for Corrections 0 For Submission ❑ For Your Files ❑ Revise and Resubmit/Work May Not Proceed ❑ FOR BIDS DUE: ❑ PRINTS RETURNED AFTER LOAN Comments: Linda. Please sign where indicated. I did not send you multiple copies of the applications since they were not signed. Copy to: Signature Nathaniel J. Holt 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g. retention pond,waste lagoon,dam)? If Yes,explain purpose and size: ❑ ❑ 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste 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 AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Linda Kuck,Executive Director � Applicant/sponso n Date: tT 2y/!s Signature: PRINT FORM Page 3 of 3 VILL 'OF R OOK 938 King S , t,Rye Broo ,$'i.Y. 10573 F2 5 2015(914)93 .'8 F x(9 . 39-5801 FIR 0 . _ 9t5 . VILLAGE OF RYE BROOK SITE PLAN SUBMITTAL REVIEW CHEC DEPT•OF PUBLIC VJORKS 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.Eyebrook.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. Fifteen paper(15) copies or twenty(20) copies when Board of Trustees approval is required and one (1) electronic version. One (1) record set with original signatures, dates and seals may be provided and submitted with fourteen (14) copies or nineteen (19) 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. 6. Electronic Copy. Complete copy of all plans and shall be submitted electronically at time of submission. 7. Notarized Affidavit of Sign Posting & Mail Notification. I, 4 �/ G C (Applicant's Signature) have read the Notification Requirements of Code Section 250-40 and will provide notification as required. IDENTIFICATION OF APPLICANT(S): Identification of Applicant: c eai &;r_. k"11.4`S Y `u srCltEs - Applicant: CEite&_W_ JA-GsY d� l�Esr�cr 5 Address: 1196 /leivy Si- ley& 46"-d4 A01 lU s 7 3 Tel. #: 9/`f 93 7 31rd O Fax: n?�V 157 3°J8-3 E-Mail: L/NOA IeVGIGm avv6s ufES2,oeG Project Name: 6t M /964rVi4'A4&%-Q cG61Vr— /%Pk,?s6-6 E/ucl�aE,ve v 4&Vew,41-D4 Project Address: // 8G le-'11**rti Si" oey&- ,6&vff., AVi LDS 7 3 Current Property Owner: (11v'7`I5'0 4E�4ft /%-GS•y AC- W 7th ���7`f /V Address: 00 &C S 5'5 ry W 5 77 Tel. #: I/(� 9 37 34KOO Fax: 9/q q 3 9 39g3 E-Mail: G/iygq. Cuc rc ® GP sT�lf�57�,OLC! IDENTIFICATION OF PROPERTY: Identifying Title: t//V/7&)t//V/7&) CEt-eAA+r_ !D 6r.`/ 4r- yyes7c4t:-s76�t 4&fln , //y G Tax Designation: Section: ! Z • SF8 Block:��Lot: Z Zoning District: Dlg 3 Street which property abuts: L-//yG O Ln/ 4vc- tet- /Lrnry bv`- Plan Submission Date: 8 2 t115 Site Plan Checklist Page 1 of 7 Project Address k4Kel %7— Y N NA PLAN REQUIREMENTS i O O 15-20 copies of plans prepared and signed by a registered Land Surveyor,Engineer or Architect. Q O O One(1)electronic copy of all submitted plans. 6 O O Topographic Survey stamped by New York State Land Surveyor with license number and seal. A 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 6 Name of the proposed subdivision plan. 9 O O Name and address of the owner of record. 0 O O Name and address of the applicant. O O ® Deed reference(s). 0 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. A O O Location map at the minimum scale of 1"equals 1,000 feet. Q O O Area of all lots,in square feet. 8 O O Engineering notes on plans as stated in application packages. O O 6 Copies of all existing and proposed deed restrictions or covenants applying to the property, including, but not limited to, covenants and agreements restricting the use and establishing future ownership and maintenance responsibilities for all private roads,recreation,and open space areas. O O i Any prior land use approvals with respect to the subject property. d?O 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 000 Other existing site improvements, including, but not limited to,fences, landscape or retaining walls,landscaping & screening. V O O Location of all buildings and structures on the premises and approximate location of all neighboring buildings or structures within 100 feet of the lot line. 4 O O Fees paid to The Village of Rye Brook Building Department. 6 O O Any revisions to plans shall be identified with a revision cloud and numbered revision triangle Y N NA ABUTTING PROPERTY INFORMATION 9 O O The names and addresses of all abutting property owners within 250 ft as indicated in the Municipal records. A O O Zoning and use of abutting properties noted on plans. Q O O Shape,size,height and location of existing buildings and driveways within one hundred(100)feet of the site A O O Location and description of existing easements within one hundred(100)feet of the site. 0 O O Location of existing private or public trails within one hundred(100)feet of the site. 0 O O Location of existing roads,scenic roads and/or driveways within two hundred(200)feet of the site. 0 O O Location of proposed parkland. If none state nearest recreation facility O O Af Location of existing septic system leach fields within two hundred(200)feet of the site. ® O O Locations,dimensions,grades and flow direction of existing sewers,culverts,waterlines as well as other underground utilities within and adjacent to the property. Site Plan Checklist Page 2 of 7 Project Address 000 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 PLAN INFORMATION It O 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. 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. ID 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. Q O O Location and proposed development of all buffer areas, including existing vegetative cover. Q O O Location and description of any zoning district and municipal boundaries including a zoning compliance chart for the existing and proposed lots. 46 O O Shape, size,height and location of all existing and proposed buildings. %O O Location and description of any existing and proposed easements. 00 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. Q O O Identification of the location and amount of building area proposed for retail sales or similar commercial activity. ® O O Location of existing and proposed utilities(water,sewer,gas,electrical,telephone,oil tank etc.). A O O Design and location of all existing and proposed wells,septic tanks and leach field systems,or methods of waste water disposal. O O Location,type and size of all existing and proposed landscaping and screening including fences and walls. 0 O O Location, size and proposed screening of outdoor storage areas, if any. O O Location, design and construction material of all existing or proposed site improvements, including drains, culverts, retaining walls,landscape walls and fences. (A O O Exterior lighting plan and proposed signs to be located on site,including sign orientation,size,height,and elevation view. Q O O Storm drainage plan and plans for snow removal and storage. % O O Pedestrian and automobile circulation plan. i 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. ® 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. 8 O O Drawing and computation for storm water detention design for a 25-year storm in accordance with the Westchester County Best Management Practices 46 O O 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. 44 O O Location of any common lands and/or public lands. 4# O O Phasing or an estimated project construction schedule. 6 O O Supporting documents, including deeds,maintenance,condominium agreements,etc. Site Plan Checklist Page 3 of 7 Project Address @'O O Location of proposed construction or area of disturbance and its relationship to any property line, easement, building, structure, road, wall, fence, sewage disposal system, well, wetland feature or tree exceeding six inches in diameter measured at a height of four feet from the ground J0 O O Estimate of earthwork showing the quantity of any material to be imported to and/or removed from the site including a chart with the number/species and size of any trees to be removed. BOO 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. 000 Cross sections of steep slope areas. 000 Retaining walls or like constructions,with details of construction. 4P O O 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. 000 Location of fire and other emergency zones, including the location of fire hydrants. 4P O O 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. 0 O O Amount of any bonds required. 40 O O Amount of excavated material to be removed from site, if any. Y N NA OTHER(as applicable) O O B Record of application for and approval status of all necessary permits from state and county officials and local utility companies. O O 4) 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). O O m 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 COUNTYPLANNING 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-Contextfor County and Municipal Planning and Policies to Guide County Planning,adopted by the County Planning Board on 5/6/08,amended 1/5/10,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 Project Address ❑ 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/pdfinaps/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.htrn ❑ 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/images/Bus%20Service%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.%vestchestergov.com/environment-ff ecycling.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/bidgperm.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 lx17.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 Project Address ❑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 Stonnwater Toolbox with tools and sources of technical information related to the construction activities and stormwater management best practices is available from the New York State Department of Environmental Conservation at: www.dec.ny.gov/chemical/8694.html ❑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. El 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 El Buildings should be of pedestrian-scale when seen from the sidewalk. El 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. ❑Connections could be vehicular or pedestrian/bicycle only,where appropriate. ❑Street widths should be minimized for streets with low traffic volume to reduce speeds and impervious surfaces. Lane widths of 12 feet are only appropriate for major roadways. ❑Driveway widths should be no more than 9 feet to reduce impervious surfaces. ❑Permeable paving surfaces should be used where feasible. ❑ GREEN TECHNOLOGY. New development should include as many green building elements as possible,such as: renewable building materials,energy efficient heating/cooling systems and fixtures,water saving devices,green roofs and permeable paving surfaces. Information can be obtained from the U.S. Green Building Council at: www.usgbc.org. ❑ LANDSCAPING AND LIGHTING.The site improvements should enhance community character. Site Plan Checklist Page 6 of 7 Project Address ❑ 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/planninglenvironmental/Reports/lnvasivePlantsBroch08.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/publ ications/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. Desien 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) A/,4-rAs-!y/&Y ✓ i�T�O� r`�'M� ~` Signature y t Date 1 Site Plan Checklist Page 7 of 7 ENERAC' Standby JUL 2 0 2015 VILLAGE OF RYE BROOK Standby Generators _ Generators BUILDING DEPARTMENT Liquid-Cooled Gas Engine OEM_ INCLUDES: Standby Power Rating • Two Line LCD Tri-Lingual Digital Nexus Model OT070 (Akirriiiium - Bisque) - 70 ktV 6i,J H; IV L t.... - - ;� - -t _ .v� Controller Model OT100 (Alunlir)un-i - Bisque) -100 kW 60 Hz • Isochronous Electronic Governor Model OT-13"' (Alumunu.irn - Bisgr.ie) - 130 W160 Hz Model 071 50 (Alurni u.in�i - Bisque) - 150 kW 60 H7 • Sound Attenuated Enclosure • Closed Coolant Recovery SystemIL • Smart Battery Charger 's = _ 13ENERhC • UV/Ozone Resistant Hoses • ±1% Voltage Regulation • Natural Gas or LP Operation GENERAC • 2 Year Limited Warranty - • UL 2200 Listed CIMB , QUIF &T ` Meets EPA Emission Regulations 70. 100, 130&150 kW meet CA/MA emissions requirement with optional catalyst 80 kW not for sale in CA/MA FEATURES • INNOVATIVE DESIGN&PROTOTYPE TESTING are key components of O SOLID-STATE, FREQUENCY COMPENSATED VOLTAGE REGULATION GENERAC'S success in "IMPROVING POWER BY DESIGN.' But it This state-of-the-art power maximizing regulation system is standard on doesn't stop there. Total commitment to component testing.reliability all Generac models. It provides optimized FAST RESPONSE to changing testing, environmental testing. destruction and life testing plus testing load conditions and MAXIMUM MOTOR STARTING CAPABILITY by to applicable CSA, NEMA, EGSA, and other standards, allows you to electronically torque-matching the surge loads to the engine. Digital choose GENERAC POWER SYSTEMS with the confidence that these voltage regulation at-1%. systems will provide superior performance O SINGLE SOURCE SERVICE RESPONSE from Generac s extensive dealer network provides parts and service know-how for the entire unit.from the • TEST CRITERIA: engine to the smallest electronic component PROTOTYPE TESTED NEMA MG1-22 EVALUATION G GENERAC TRANSFER SWITCHES. Long life and reliability are SYSTEM TORSIONAL TESTED MOTOR STARTING ABILITY synonymous with GENERAC POWER SYSTEMS. One reason for this confidence is that the GENERAC product line includes its own transfer systems and controls for total system compatibility GENERAC & GENERAC 70 • 80 • 100 • 130 • 150 kW application & engineering data GENERATOR SPECIFICATIONS ENGINE SPECIFICATIONS: 80 kW Type Synchronous Make Generac Rotor Insulation Class H Model V-Type Stator Insulation Class H Cylinders 8 • Telephone Interference Factor(TIF) <50 Displacement(Liters) 4.E Alternator Output Leads 1-Phase 4;vire Bore 0n/mm.) 3.54190.2 Alternator Output Leads 3-Phase 6 wire(70,80& 150 kW')or Stroke(in/mm) 3.54/89.9 12 wire(100& 130 k1•V) Compression Ratio 9 4:1 Bearings Sealed Ball Intake Air System Naturally Aspirated Coupling Flexible Disc(70.80& 150 kW) Lifter Type Hydraulic or Gear Drive(100& 130 VAN) Excitation System Brushless ENGINE SPECIFICATIONS: 70. 100, 130 & 150 kW Make Generac VOLTAGE REGULATION Model V-Type Type Electronic Cylinders 10 Sensing Single Phase Displacement(Liters) 6.8 Regulation — 1 Bore(in/mm) 3.55/90.2 GOVERNOR SPECIFICATIONS Stroke(in/mm) 4.17/105.9 Type Electronic Compression Ratio 9:1 Frequency Regulation Isochronous Intake Air System Naturally Aspirated Steady State Regulation 0.25% Lifter Type Hydraulic ELECTRICAL SYSTEM ENGINE LUBRICATION SYSTEM Battery Charge Alternator 12 Volt 30 Amp Oil Pump Type Gear Static Battery Charger 2 Amp Oil Filter Type Full Ilow spin-on cartridge Group 24F,525 CCA Crankcase Capacity(gtrl) 5,4.7(70,100, 130& 150 kW) Recommended Battery (70 80&150 WT) or 6/5 7(80 V%,V) or Group 27F,700 CCA (100& 130 kW) ENGINE COOLING SYSTEl1 System Voltage 12 Volts Type Closed Water Pump Belt driven GENERATOR FEATURES 2300-70 kW Revolving field heavy duty generator 1600-80 W Directly connected to the engine Fan Speed(rpm) 1670-100 kW Operating temperature rise 120`C above a 40 C ambient � Class H insulation is rated at 150°C rise at 25=C ambient 1950-1�0 kW All models fully prototyped tested 2200-150 kW 221558 8(70 k641)or ENCLOSURE FEATURES Fan Diameter(in/mm) 26/610.4(80,100,130&150 k1ll) Aluminum weather Ensures protection against mother nature Pusher(70 kbkq or protective enclosure Electrostatically applied textured epoxy paint for added Fan Mode Puller(80,100,130&150 kk,'( durability Enclosed critical grade Ouiet,critical grade muffler is mounted inside the unit FUEL SYSTEM muffler to prevent injuries. Fuel Type Natural gas,propane vapor Small,compact,attractive Makes for an easy,eye appealing installation. Carburetor Down Draft SAE Sound attenuated enclosure ensures quiet operation. Secondary Fuel Regulator Standard Fuel Shut Off Solenoid Standard Operating Fuel Pressure 11-14"water column;'21-26 mm HG (All ratings in accordance with BS5514,ISO3046,ISO8528,SAE J1349 and DIN6271) GENERAC 70 • 80 • 100 • 130 • 150 kW operating data GENERATOR OUTPUT VOLTAGEAkW- 60 Hz kW LPG Amp LPG kW Nat.Gas Amp Nat.Gas CB Size(Both) 12G'240 V,10,1.0 pf 67 292 64 267 300 OT070 120/208 V,30,0.8 pf 70 243 67 232 300 1201240 V,30,0.8 pf 70 211 67 201 250 277/480 V,30,0.8 pf 70 105 61 101 125 120/240 V,10,1.0 pf i 7 333 77 333 400 OT080 120,208 V,30,0.8 pf 80 278 80 278 300 120/240 V.30,0.8 pi 8C 241 80 240 300 277,480 V,30,0.8 pf 80 120 80 120 150 120/240 V,10,1.0 pf 100 417 89 371 500 QT100 120,208 V,30,0.8 pf 100 347 94 326 400 120,/240 V,30,0.8 pf 100 301 94 283 350 277/480 V,30,0.8 pf 100 150 94 141 175 120/240 V,10,1.0 pf 130 542 117 488 600 OT130 120,208 V,30,0.8 pf 130 451 122 423 500 120,240 V,30.0.8 pf 130 391 122 367 450 27 7/4 80 V,30,0.8 pf 130 195 122 183 225 120/240 V,10,1.0 pf 144 625 136 567 700 QT150 120/208 V,30,0 8 pf 150 520 142 493 600 120,'240 V,30,0.8 pf 150 451 142 427 500 277/480 V,30,0 8 pf 150 225 142 214 250 SURGE CAPACITY IN AF4PS ENG114E FUEL CONSUMPTION Voltage Dip Qa <.4 pf Natural Gas Propane 15° 30"o (ft-/hr) (m'/hr) (gal/hr) (I,'hr) 120/240V 10 129 356 Exercise cycle 110 3.1 1.2 4.6 TOlO 120,1208 V,30 _ 194 471 25%of rated load 260 7.4 2.85 10.8 120/240 V,30 168 408 TO7 D 50:0 of rated load 500 142 5.46 20.8 277/480 V.30 83 201 75%of rated load 696 198 7.62 29.1 120/240 V,10 174 435 100; of rated load 1020 29 11.17 42.6 OT080 120/208 V,30 186 466 Exercise cycle 131 3.7 1.45 5.5 120/240 V,30 161 404 25%of rated load 312 8.9 3.45 13.1 277/480 V,30 70 175 OT080 50%of rated load 600 17.1 6.64 25 120/240 V,10 150 413 75„;of rated load 835 23.7 925 34.9 QT100 120/208 V,30 186 452 100%of rated load 1154 32.8 12.78 48.2 120/240 V,30 161 1 392 Exercise cycle 130 3.7 1.4 5.4 277/480 V,30 107 261 25%of rated load 371 10.5 4.1 15.5 120/240 V,10 236 648 QT100 50%of rated load 713 20.3 7.9 29.8 OT130 1201208 V,30 364 885 75%of rated load 991 28.2 11 41.5 120/240 V,30 315 767 100'.of rated load 1260 35.8 13.9 52.6 277/480 V,30 161 390 Exercise cycle 135 3.8 1.4 5.7 120/240 V.10 486 1214 25%of rated load 482 13.7 5.3 20 QT150 120/208 V,30 534 1334 OT130 50%of rated load 927 26.3 10.3 38.7 120/240 V,30 463 1156 75;a of rated load 1292 36.7 14.3 54 277/480 V,30 250 624 100%of rated load 1786 50.8 19.8 74.6 Exercise cycle 155 4.4 1.7 6.5 25%of rated load 556 15.8 6.09 23.2 OT150 50°b of rated load 1070 30.4 11.72 44.7 Note:Fuel pipe must be sized for full load. 15'.of rated load 1491 42.4 16.33 62.3 For Btu content,multiply gal/hr x 90950(LP)or ft"/hr x 1000(NG). 100;U of rated load 2061 58.6 22.57 86.1 For megajoule content,multiply Vhr x 25.35(LP)or m/hr x 37.26(NG). Refer to'Emissions Data Sheets"for maximum fuel flow for EPA and SCAQMD permitting purposes. STANDBY RATING:Standby ratings apply to installations served by a reliable utility source The standby rating is applicable to varying loads for the duration of a power outage. There is no overload capability for this rating.Ratings are in accordance with ISO-3046-1.Design and specifications are subject to change without notice. GENERAC` 70 • 80 • 100 • 130 • 150 kW operating data _ ENGINE COOLING 70 kV 80 kW 100 kW 130 kW 150 kW Air flow(inlet air including alternator and combustion air in ft`/min) 5200/1472 5300,1150.1 5500/155.7 645Q•'182 6 7800,220.9 System coolant capacity(gal/liters) 4 5/17 4/15.1 4 5/17 4 5/17 4.5/17 ' Heat rejection to coolant(BTU/hr) 287,000/302 8 316,000/333.4 342,0001360 8 496,000/523 3 568 00599.3 Maximum operation air temperature on radiator(C/'F) 60/150 Maximum ambient temperature(`C/,F) 50/140 COMBUSTION REQUIREMENTS Flow at rated power(cfm/cmm) 205/5.8 250;7.1 262!7 4 336.+9 5 410/11.6 SOUND EMISSIONS Sound output in dB(A)at 23 ft(7 m)with generator in exercise mode- 67 64 61 65 66 Sound output in dB(A)at 23 It(7 m)with generator operating at normal toad' 1 72 74 72 75 79 'Sound le,*3 are taken from the front of the generator Sound levels taken from other sides of the generator may be higher depending on installation parameters. EXHAUST Exhaust flow at rated output(cfm/cmm) 557/15.8 720/204 1 888/25.1 1119/31.7 1535,143.5 Exhaust temperature at muffler outlet(C/'F} 477/890 449/840 516/960 521/970 593,1100 ENGINE PARAMETERS Rated Synchronous rpm 1800 3600 2300 2970 3600 POWER AOJUSTMENT FOR AMBIENT CONDITIONS Temperature Deration . .... .3%for every 10'C above 25 C or 165%for every 10 IF above 77`F Altitude Deration(70,100,130& 150) ... ....... . .... . _... .....1%for every 100 m above 183 m or 3%for every 1000 It above 600 ft Altitude Deration(80 kW) ........................ ................................ 1 ro for every 100 m above 915 m or 3%for every 1000 ft above 3000 ft CONTROLLER FEATURES 2-Line Plain Text LCD Display......................................................................... . . ................Simple user interface for ease of operation. Mode Switch. Auto .................................... .............................. .......... ......... .......... ........ ...... . ......... ...Automatic Start on Utility failure 7 day exerciser Off..........................................._............... .......-....................... .................. ..Stops unit Power is removed Control and charger still operate Manual.......................................................................................Start with starter control,unit stays on.If utility fails,transfer to load takes place. Programmable start delay between 10-30 seconds-.... -.......... ...........___.... ......... ................................... __ Standard Engine Start Sequence................................. ..................................................... ........ ........ ...Cyclic cranking- 16 sec on.7 rest(90 sec maximum duration) EngineWarm-up.................................................................... .............................................................................................• ..... -------- .......... ......5 sec EngineCool-Down................................................ ............... ........................ .................. .......... ..... ......... .... .... .....1 min Starter Lock-out...................................................................................................................... ....Starter cannot re-engage until 5 sec after engine has stopped. Smart Battery Charger...................................................................... ............................. ..... Standard Automatic Voltage Regulation with Over and Under Voltage Protection.................................... .......... ---_.....................- Standard Automatic Low Oil Pressure Shutdown........................................................................ ........ . ... . ........ ........ ...... ...... Standard Overspeed Shutdown--- ------- ------ -------- ..............Standard. 72 Hz High Temperature Shutdown... ........ ................. ......... ............ ....... ......... ....... ............... . ........ • ... ............ ------- .......Standard Overcrank Protection .... .-• ... ..Standard Safety Fused................ ...... ----- ----- ---. ....Standard Failure to Transfer Protection.... ....... . ...... .... .. ...... Standard Low Battery Protection....... ...... ....... ........ ...... ...... ...... .... ....... ............ ....... . ...... ...... Standard 50 Event Run Log..... ...... . ........ .............. . ........ ......... ....... ...... Standard Future Set Capable Exerciser--- --- --- --------------------------- •. ......... .. -------- --- - -------- ----- ........ Standard Incorrect Wiring Protection .... ...... ............................. ........ ....... ......... ...... ........ ...... ...... .... ...... ...... .... • . Standard Internal Fault Protection----- ... ........ ......... .... ..... -------- .... ........ ........ .. ...... ........ ....... ....... ... Standard Common External Fault Capability.......... . ..... ........ ........ ......... . ................ ............... .......... ..... ....... ------ ....... ..Standard Governor Failure Protection..... ...... . .... ... ........ ...... ....... ...... ....... ....... ....... ...... ... ......Standard GENERAC' - 70 • 80 • 100 • 130 150 kW available accessories Model# Product Description — 005632-0-70,80&150 kW If the temperature regularly falls below 32 OF(0°C), install a cold Cold Weather Kit weather kit to maintain optimal battery temperature. Kit consists of 005633-0-1 00&130 kW battery warmer with thermostat built into the wrap. 005620-0-70,100&130 kW 005619-0-80 kW Extreme Cold Weather Recommended where the temperature regularly falls below 32 OF(0°C) Kit for extended periods of time. For liquid cooled units only. 005667-0-1 50 kW 005651-0 Base Plug Kit Add base plugs to the base of the generator to keep out debris. If the generator enclosure is scratched or damaged, it is important 005703-0 Paint Kit to touch-up the paint to protect from future corrosion.The paint kit includes the necessary paint to properly maintain or touch-up a generator enclosure. 005660-0-70, 100, 130& 150 kW Scheduled The Liquid-Cooled Scheduled Maintenance Kits offer all the hardware 005985-0-80 kW Maintenance Kit necessary to perform complete maintenance on Generac liquid-cooled generators. Completely wireless and battery powered, Generac's wireless remote 005928-0 Wireless Remote monitor provides you with instant status information without ever leaving the house. Advanced Wireless Remotely control generator functions with the advanced model's LCD 005951-0 Remote display. In addition to remote testing of the generator,set the exercise cycle and maintenance interval reminders. The PMM Starter Kit consists of a 24 VAC,field installed transformer that enables the use of the 24 VAC Power Management Modules 006199-0 PMM Starter Kit (PMMs) and one PMM.The standard controller(without starter kit) can control two HVAC loads with no additional hardware. Not compatible with pre-wired switches. Power Management Modules are used in conjunction with the Smart Power Management Switch to increase its power management capabilities.It gives the 006186-0 Module (50 Amps) Smart Switch additional power management flexibility not found in any other transfer switch. Not compatible with pre-wired switches.Note: PMM Starter Kit required. Generac's Mobile Link allows you to check the status of your generator from anywhere that you have access to an Internet connection from a 006463-1 Mobile Link" PC or with any smart device.You will even be notified when a change in the generator's status occurs via e-mail or text message. Note:Harness Adapter Kit required. 006478-0 Harness Adapter Kit The Harness Adapter Kit is required to make liquid-cooled units compafible with Mobile Link'". GENERAC` 70 • 80 • 100 • 130 • 150 kW interconnections 04 �.v omN a eeo h V Q z�'�17z .10 1eoo w - F amo �000 W O J �, w wW omc eeo a«• � r- F .�«.. -_� C-) Z omo eeo _ �y o Q` P J LL O � 1 f � G 11 lyl12 w Q � ryi G U) LTJ - -� z Hir o W z J 0 W� °� p Z W v=i o " () 0 a_W W o M p LL 2 J D wLL Ir j W U N� O I� a: m ' 4 �c _j t w w O I \ �� u> jw w 00 0 z W L C J Q z C ­"90'il � F_ E w y - ( rn Q W Z I N \ .=�' O C E -1 111 O � QC7 Z @ II c cis zW ° o c —w w J _ W U z. — � Ow � a �;►� .� W _ oUZ NI131l O t Q LNM__t_ N— �_� o E T cc cu Q. J Ez. 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O•- Cw 7m OC u~I �Wwr YO ?z2O ` 8 wLL 50 ar<o z O Iuy oz II= m- < w WZ �Z2MC Y- UuLL Vl U LL2 a� vZ� 4f W -J0 ?wC<�0 ^a W<W> UW Cw>.j am �Z~'zu KO C j'aUD ~W "wOfu W W� W WiC <� N¢ C LF yZU¢ ii-5 C CW _C < U y� GENERAC 80 kW installation layout W R j E CrS O aY�''ti' M S Q 54 x �o f W Y<t- Qw,L7 ¢O "SO ¢ro xpw Up GwyV• U 2 WW �G 6 �d Zli Ei ne S� f fl6 a act F� y'. 1ym .aer wo a_ N 7 x 1' tU -L�. {s a`� z'v Q; n` i�2 21 j9T, [) lu �. L•9 S�, loi�� dun w w ' ow i z i iw' u='ti z E E f6 -• a yywC p n§ _ uG r-u'l 2� UUV Q NS 4082 iw JU > Rµ xnUU OL uD` �� DD•- = t 2 j 5n ZV J�wuu: OU ��r � WZO -S �Hv9 u� W 2 iG a ze i�ic u+iyi =°< z GENERAC 100 • 130 • 150 M installation layout �a _ �r 9r ^ L a Wf 57 z t.. iw L C «I a c, a3 2-5 tr N�� u0 OZ N� e � R u� o I u` JLLL•�� � C�W o� a❑ aS j a �. 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Date: September 4, 2015 RYE, NEW YORK 1058o 914 967-6540 FAX: 914 967-6615 Subject: 1186 King Street - CONNECTICUT Application for Approval of an 203 255-3100 Amended Site Plan and a Wetlands Permit HUDSON VALLEY 845 297-6056 As requested, we reviewed applications, supporting documents and plans LONG ISLAND submitted by Cerebral Palsy of Westchester, property owner, for approval 5i6 364-4544 of an amended site plan and a wetlands permit to install a permanent, www.fpdark.com standby, backup generator, underground fuel tanks, concrete walkways, and email@fpclark.com a fence at the facility located at 1186 King Street, known as Section 124.48, Block 1, Lot 3 on the Town of Rye Tax Assessor's Map. The site is within the OB-3 Zoning District, the Z-3 Airport Overlay District, the 60 Ldn Airport Noise Contour CEA, and the King Street Scenic Road Overlay District (SROD). We visited the site on August 27, 2015. Property Description The 9.49-acre property, located mostly in Rye Brook within the OB-3 District and partly in the Town of Greenwich, CT., is developed with several buildings, parking areas, small utility buildings, a swimming pool, and landscaped and naturally vegetated areas. According to the property survey, approximately 135 feet of the southern portion of the property frontage on King Street is within the Rye Brook SROD, and the entire property is in the Z-3 Airport Overlay District and the 60 Ldn Noise Contour CEA. The Rye Brook Wetlands Map indicates there are hydric soils on the property, and a stream runs through the property from north to south. The stream flows off the property to the south west under Lincoln Avenue, then through Village property on the south side of Lincoln Avenue where it flows south west into the Blind Brook. A 100-foot regulated stream buffer is situated along both sides of the stream. There are existing steep slopes on FREDERICK P. CLARK ASSOCIATES, INC. PLANNING, TRANSPORTATION, ENVIRONMENT AND DEVELOPMENT RYE, NEW YORK FAIRFIELD, CONNECTICUT the property that range from moderately steep (15% to less than 25 % slopes) to extremely steep slopes (35% or greater). The property was the subject of a lot-merger subdivision application and a site plan application in 2011/2012 to construct the new, recently completed Hallenback Learning Center building that included approval of wetlands and steep slopes permits. Project Description The Applicant proposes to install an 80 kilowatt, 36.81-inch wide by 115.16-inch long by 61.90-inch high, permanent standby backup generator on an 8-foot by 12-foot concrete pad within the southern portion of the site to the west of the existing swimming pool, along with a new underground fuel storage tank located in the same area adjacent to the south property line along Lincoln Avenue. It appears, according to the site plans approved in 2011, two existing fuel storage tanks would require removal from the property to proceed with the proposed construction. All proposed work would be within the Rye Brook portion of the site. Sections of an existing stockade fence situated along the south property line on Lincoln Avenue would be removed and replaced by new stockade fence sections to be installed in the same locations. Two new walkways would be installed in the same area. Installation of the generator, underground storage tank, construction of the pedestrian paths, and installation of sections of the fence would occur within the eastern 100-foot regulated buffer of the stream that traverses the property. The application for an amended site plan is within the jurisdiction of the Planning Board based on the minor nature of the project pursuant to Section 209-1 A. (2) (c) of the Village Code, and the Planning Board is also the approval authority for any steep slopes or wetlands permits required. Review We reviewed application materials and plans submitted by the Applicant that include the following items: 1. Application for Site Plan Approval 2. Site Plan Submittal Review Checklist 3. Short Environmental Assessment Form (Short EAF) 4. Application to Install a Permanent Standby Backup Generator 2 FREDERICK P. CLARK ASSOCIATES, INC. PLANNING, TRANSPORTATION, ENVIRONMENT AND DEVELOPMENT RYE, NEW YORK FAIRFIELD, CONNECTICUT 5. Letter to the Planning Board dated August 20, 2015 from Nathaniel J. Holt, P.E., Pawling, N.Y. 6. Survey of Property dated Revised June 17, 2015 prepared by Thomas C. Meiritts Land Surveyors, P.C., Pleasantville, N.Y. 7. Engineer's Plans, prepared by Nathaniel J. Holt, P.E., Pawling, N.Y.: Sheet Number Sheet Title Dated 1 of 1 Proposed Emergency Generator And Walkway 7/1/2015 Please note that our review is limited to planning, zoning and environmental issues. Comments We offer the following comments regarding the application: 1. Survey. Although the property survey submitted is recent, a topographic survey of the site is required, which should be submitted. Also, the survey provided does not account for the lot merger that was approved in 2011. 2. EAF. The Short EAF Part 1 should be filled out online on the NYSDEC website and the DEC EAF Mapper verification page should be printed and submitted along with the Short EAF. 3. Wetlands. The limits of the 100-foot regulated stream buffer should be indicated on the site plan. It appears all of the proposed construction would be located within the regulated stream buffer, which will require a wetlands permit in accordance with Chapter 235 of the Village of Rye Brook Code. We recommend that the underground fuel tank and the generator should be located outside the limits of the stream buffer to limit the risk of fuel leaks within the buffer, which may enter the stream. 4. Steep Slopes and Grading. The construction proposed may create or disturb steep slopes, which may require a steep slopes work permit. However, without a recent topographic survey it is unclear how much land disturbance and grading will be necessary during construction, or if construction will disturb or create steep slopes. As stated in Item 1 of our comments, a topographic survey of the site is required and should be submitted. 3 FREDERICK P. CLARK ASSOCIATES, INC. PLANNING, TRANSPORTATION, ENVIRONMENT AND DEVELOPMENT RYE, NEW YORK FAIRFIELD, CONNECTICUT 5. Generator. The site plan provided indicates a 70kw generator would be installed; however, correspondence from the Applicant's engineer and the site plan application state an 80kw generator is proposed. The Applicant should clarify which is the generator proposed and revised the physical size of the generator and enclosure on the plan, if necessary, as the 80kw generator is physically larger than the 70kw model. The enclosure for the generator and the other existing equipment should be tall enough to completely eliminate views of the equipment inside. We recommend revising the plan to include installation of landscape screening in addition to the fence to help screen views of the enclosure from the King Street SROD and Lincoln Avenue. 6. Fuel Tank. The setback distance of the proposed fuel tank from the Lincoln Avenue front property line should be added to the site plan. The location of the tank and the setback distance should conform to all relevant requirements of the Rye Brook Village Code. 7. Hazardous Materials. The proposed site plan indicates there is a storage tank to be removed in the area where the new fuel tank will be located, and the site plans approved in 2011/2012 indicate there may be another storage tank located in the area where the new generator would be located. The Applicant should provide more information regarding use of the existing tanks, and clarify if the tanks are currently in place. If the tanks are no longer in place, the Applicant should provide when and under what circumstance each tank was removed. We recommend testing the tanks, if still in place, and the soils under and surrounding the existing tanks to check for the presence of hazardous material spills. Both tanks should be properly decommissioned and/or removed before installation of the new tank and generator and any hazardous materials removed or mitigated. 8. Bio-Retention Basin. During our visit to the site on August 27, 2015 we observed that the bio-retention basin and basin plantings approved as part of the stormwater management facilities for the new building and parking areas may never have been installed; or if they were installed, are not being maintained. The Applicant should clarify the status of the bio-retention basin, as it is part of the approved stormwater management on the site, and monitoring and maintenance of the basin and plantings and the continuing functionality of the basin is a condition of the 2011/2012 approvals. 4 FREDERICK P. CLARK ASSOCIATES, INC. PLANNING, TRANSPORTATION, ENVIRONMENT AND DEVELOPMENT RYE, NEW YORK FAIRFIELD, CONNECTICUT 9. Tree preservation. We note that two trees between the front property line on King Street and the new parking area in front of the Hallenback Center shown on the 2011/2012 approved plans were removed and replaced by paved parking spaces. The Applicant should clarify the circumstances under which the trees were removed and the parking plan amended. The mature trees removed were part of the approved landscape screening along the King Street frontage of the property. As such we recommend replacement of the landscape screen plantings for the parking area. 10.Fence. The plans should be revised to include the height of the existing stockade fence to be replaced and details regarding the height and installation of the new fence. The plans and applications should also state the linear dimension of the length of fencing to be removed and replaced. We will continue review of the application when the requested information is provided and look forward to discussion with the Planning Board. Marilyn Timpone-Mohamed, ASLA, AICP Senior Associate/Planning/Environment cc: Honorable Mayor and the Village Board of Trustees Christopher Bradbury, Village Administrator Michal Nowak, Superintendent of Public Works/Village Engineer Philip A. Butler, Esq., Village Attorney Nathaniel J. Holt, P.E., for the Applicant J•IDOCS215001Rye Brook1538.666.CPW 11X6 King Street.PB naeniol.ninv.docm 5 September 10, 2015 RESOLUTION SETTING A DATE FOR A PUBLIC HEARING CONCERNING A WETLANDS PERMIT AND AN APPLICATION TO AMEND THE APPROVED SITE PLAN FOR 1186 KING STREET VILLAGE OF RYE BROOK PLANNING BOARD WHEREAS, Cerebral Palsy of Westchester, property owner, submitted an application for approval of amendments to the approved site plan to install a permanent standby backup generator, an underground fuel tank, concrete walkways, and a fence at the facility located at 1186 King Street, known as Section 124.48, Block 1, Lot 2 on the Town of Rye Tax Assessor's Map, and the site is within the OB-3 Zoning District, the Z- 3 Airport Overlay District, the 60 Ldn Airport Noise Contour CEA, and the King Street Scenic Road Overlay District (SROD). NOW, THEREFORE, BE IT RESOLVED, that the Village of Rye Brook Planning Board shall hold a Public Hearing on October 8, 2015 at 7:30 p.m., at Village Hall, 938 King Street, Rye Brook, New York to consider the wetlands permit and the application for approval of amendments to the approved site plan; and BE IT FURTHER RESOLVED, that the Planning Board, pursuant to the State Environmental Quality Review Act (SEQRA) determines the Proposed Action to be a Type 2 Action, requiring no further review pursuant to SEQRA; and BE IT FURTHER RESOLVED, that the Applicant is directed to comply with Section 250-40 of the Village Code regarding notification.