Planning Board Meeting & Work Session — 2026-02-03 — Agenda

Page 1 TOWN OF CORTLANDT PLANNING BOARD Steven Kessler, Chairperson Town Supervisor Thomas A. Bianchi, Vice-Chairperson Town Hall, 1 Heady Street Richard H. Becker, MD Cortlandt Manor, NY 10567 Nora Hildinger Main #: 914-734-1080 Town Board Kevin Kobasa Fax #: 914-788-0294 James F. Creighton Peter McKinley Cristin Jacoby Jeff Rothfeder Planning Staff email: Robert Mayes Karen Timko, Alternate chrisk@townofcortlandtny.gov Joyce C. White Kellan Cantrell, Alternate TO JOIN THE MEETING REMOTELY USE THE ZOOM LINK BELOW: https://us02web.zoom.us/j/89767557891?pwd=aPjNe7RNV1Ixv1XThGGcqblL2sdOp5.1 WORK SESSION……………………………………………………..FEBRUARY 3, 2026 6:00 PM 1. Discuss February 3, 2026 Regular Planning Board Meeting Agenda. MEETING AGENDA………………………………………………….……... PLANNING BOARD TOWN OF CORTLANDT 6:30 TUESDAY EVENING* FEBRUARY 3, 2026 1. PLEDGE TO THE FLAG 2. ROLL CALL 3. CHANGES TO THE AGENDA BY MAJORITY VOTE 4. ADOPTION OF THE MINUTES OF THE MEETING OF JANUARY 6, 2026 5. CORRESPONDENCE a. Receive and file the 2025 Annual Report. 6. RESOLUTION PB 2025-17 a. Application of 2051 Cortlandt Holding, LLC for Amended Site Plan approval for the addition of 5 parking spaces at the existing gas station located at 2051 E. Main St. Drawing latest revised December 22, 2025. (see prior PB 2019-1) 7. PUBLIC HEARING (ADJOURNED FROM PREVIOUS MEETING) ________ _Public ___Hearing: _ ____ Application of the Yeshiva Ohr Hameir for Site Plan_approval, PB 2025-7 a. ___Special _ _ _ __and a Wetland an amended _ _ _ ___the repurposing of other Permit for a University, College or Seminary __51,730 The Yeshiva Ohr Permit for a proposed ____sq. ft. dormitory__building, _ _ Hameir public _______including _ buildings on site, and site improvements _ _ _ _ _ _ _ _ stormwater, landscaping and hearing has been building façade _ _ renovations_ located at the ____ Ohr Hameir campus existing Yeshiva adjourned to the at 141 Furnace _ _ _ ___ Rd. Drawings latest revised December Woods ____17, 2025. (see ____ March 3rd Planning _____ ____ prior PB 7-09) Board meeting. Page 2 PB 2025-5 b. Public Hearing: Application of VS Construction Corp. for Site Plan approval and for Tree, Wetland and Steep Slope permits for a proposed 96,850 sq. ft. Assisted Living Facility located in the Medical Oriented District (MOD) at 2003 Crompond Road. Drawings latest revised November 20, 2025. 8. OLD BUSINESS PB 2025-18 a. Application of 70 Roa Hook Realty LLC for Site Development Plan approval to redevelop the site of the partially constructed Crystal Clean Carwash facility to a proposed vehicle showroom and service facility for property located at 70 Roa Hook Rd. Drawings dated January 22, 2026 (see prior PB 13-16) PB 2025-11 b. Application of Dakota Recycling Service, LLC and Dakota Concrete Services, LLC for the property of Briga Enterprises Inc. & Bilotta Realty of Westchester Inc. for Amended Site Plan approval for the existing Dakota Recycling Services and Dakota Concrete Services for property located at 2099 Albany Post Rd. Drawings dated January 20, 2026 (see Prior PB’s 2024-3, 8-03, 15-99 & 29-95). 9. NEW BUSINESS PB 2026-2 a. Application of Oregon Homes Inc. for Preliminary Plat approval and for Steep Slope and Tree Removal Permits for a proposed 7-lot major subdivision, for 6 residential lots and one mixed use parcel, for property located at 1127 Oregon Road and 2 Red Mill Road. Drawings dated November 5, 2025. PB 2026-3 b. Application of VS Construction for Site Development Plan approval and for Steep Slope and Tree Removal Permits for a proposed 9,600 sq. ft. commercial building located on future parcel 3 within the Medical Oriented District for property located at 2003 Crompond Rd. Drawings dated January 21, 2026. 10. ADJOURNMENT Next Regular Meeting; TUESDAY, MARCH 3, 2026 at 6:30* PM Agenda information is also available at www.townofcortlandt.com * Regular meeting will begin at the conclusion of the work session 2|Page Page 3 TOWN OF CORTLANDT DEPARTMENT OF PLANNING & COMMUNITY DEVELOPMENT Chris Kehoe, AICP – Director Town Supervisor Richard H. Becker, MD Town Hall, 1 Heady Street Planning Staff: Cortlandt Manor, NY 10567 Heather LaVarnway, CNU-A, AICP Town Board Main #: 914-734-1080 James F. Creighton Michelle Robbins, AICP Rosemary B. Lasher Cristin Jacoby Robert Mayes Joyce C. White MEMO TO: Dr. Richard H. Becker, Town Supervisor Members of the Town Board Steven Kessler, Chairperson Members of the Planning Board FROM: Chris Kehoe, AICP Director of Planning & Community Development RE: Annual Planning Board Report - 2025 DATE: January 21, 2026 Please find attached a copy of the 2025 Annual Planning Board Report CRK/crk Enc. cc: Thomas Wood, Esq., Town Attorney Michael Cunningham, Esq., Deputy Town Attorney Michael Preziosi, P.E., Director DOTS Art Clements, AAC Wendy Talio, CAC Tino Martin, PRC Laroue Shatzkin, Town Clerk Page 4 2025 ANNUAL REPORT - PLANNING BOARD 2025 MAJOR SUBDIVISIONS GRANTED PRELIMINARY APPROVAL None 2025 MAJOR SUBDIVISIONS GRANTED FINAL APPROVAL None 2025 MINOR SUBDIVISIONS GRANTED PRELIMINARY APPROVAL 1) PB 2024-2, George McCombe, 107 Mountainview Rd, PB Res. 12-25 2025 MINOR SUBDIVISIONS GRANTED FINAL APPROVAL 1) PB 2024-2, George McCombe, 107 Mountainview Rd., PB Res. 12-25 2025 PRELIMINARY SUBDIVISION APPROVAL TIME EXTENSIONS 1) PB 5-16, Pomona Development – 3 Lot Subdivision PB Res. 5-25, 7-25 & 17-25 2025 FINAL SUBDIVISION APPROVAL TIME EXTENSIONS 1) PB 2023-5, Evergreen Subdivision – 2 Lot Subdivision – PB Res. 2-25, 10-25 & 15-25, 19-25 2025 AMENDED SUBDIVISION APPROVALS None 2025 PERFORMANCE SECURITY REDUCTIONS None 2025 SPECIAL PERMITS WITH SITE DEVELOPMENT PLAN APPROVAL 1) PB 2025-10, PSW Realty, Electrical Contractor, 2015 Albany Post Rd., PB Res. 21-25 2025 SPECIAL PERMIT RENEWALS 1) PB 2024-7, Yeshiva Ohr Hameir, 141 Furnace Woods Rd., PB Res 1-25 1) PB 2025-13, MCAS Roofing, 1006 Albany Post Rd., PB Res. 22-25 1 Page 5 2025 SPECIAL PERMIT RECOMMENDATION TO TOWN BOARD None 2025 SITE DEVELOPMENT PLAN APPROVALS 1) PB 2024-1, 3 Locust Ave. Self-Storage, PB Res. 4-25 2025 SITE DEVELOPMENT PLAN AMENDMENTS 1) PB 2024-3, Briga Enterprises Inc. & Bilotta Realty, 2099 Albany Post Rd., PB Res. 8-25 2) PB 2025-4, Floor & Décor, 2094 E. Main St., PB Res. 9-25 3) PB 2025-6, Wal-Mart Storage Containers, 3133 E. Main St., PB Res. 14-25 4) PB 2025-9, Yuka’s Patio, 2011 Albany Post Rd., PB Res. 25-25 2025 SITE DEVELOPMENT PLAN TIME EXTENSIONS 1) PB 2022-4 Gurdjieff Foundation, Inc., PB Res. 3-25 2) PB 6-15 Hudson Ridge Wellness Center, Inc. PB Res. 11-25 3) PB 2020-10, Cortlandt CSG, LLC, Solar Energy System, Lexington Avenues, PB Res. 13-25 4) PB 2022-10 Bilal Ahmad, Hotel, PB Res. 18-25 5) PB 2021-1, NRP Properties, 119 Oregon Rd. – PB Res. 20-25 6) PB 2023-2 – JJM Summit Realty, Dental Office, 1 Jerome Dr., PB Res. 24-25 2025 SITE PLAN TIME EXTENSIONS TO OBTAIN BUILDING PERMIT 1) PB 2020-6, Palisades Fuel, 2060 E. Main St., PB Res 16-25 & 23-25 2025 CELL TOWER SPECIAL PERMIT & SITE PLAN APPROVAL None 2025 CORRESPONDENCE ITEMS 1) PB 16-99 Hollowbrook Golf Club 2024 Annual Water Monitoring Report, Receive and File 2 Page 6 2) PB 2019-1, Gasland Traffic Monitoring Protocol, 2051 E. Main St., Receive and File 2025 ACCESSORY APARTMENTS 1) Gomez, 60 Waterbury Parkway, PB Res. 6-25 2025 WETLAND PERMITS None 2025 STEEP SLOPE PERMITS None 2025 TREE REMOVAL PERMITS None 2025 SEQR DEIS/FEIS REVIEW None 3 Page 7 ANNUAL REPORT- 2025 PLANNING BOARD PLANNING BOARD PRELIMINARY PLAT APPROVALS 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025 Minor Subdivisions Number of Plats 6 6 0 1 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 0 1 Number of Lots 6 6 0 2 0 0 0 0 0 0 2 0 2* 0 0 0 0 2 0 0 2 Major Subdivisions Number of Plats 5 3 4 5 0 2 2 0 0 0 1 0 0 0 0 2 0 0 1 0 Number of Lots 11 8 26 15 0 20 5 0 0 0 27 0 0 0 0 5 0 0 3 0 Condominium Units 147 (NYS Section 278) Preliminary Subdivision Time Extensions 11 15 17 12 17 11 7 3 2 2 2 2 2 2 0 0 0 0 1 2 3 Time Extensions Denied Amendments 2 2 1 Denials 1 PLANNING BOARD FINAL PLAT APPROVALS 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025 Minor Subdivision Number of Plats 4 6 2 0 0 2 0 0 0 0 0 1 1 0 0 0 0 1 0 0 1 Number of Lots 8 6 4 0 0 4 0 0 0 0 0 2 2* 0 0 0 0 2 0 0 2 Major Subdivision Number of Plats 0 6 5 4 2 2 2 5 2 1 0 1 0 0 1 1 0 0 0 0 0 Number of Lots 0 20 11 5 8 6 4 13 151 4 0 14 0 0 27 3 0 0 0 0 0 Condominium Units/ NYS Section 278 147 92 16 147 56** Reapproval 3 Final Subdivision 2 2 7 15 14 13 9 16 20 17 8 8 7 8 7 5 8 4 0 3 4 Time Extensions Time Extensions Denied 1 * 2 lot commercial subdivision ** Pondview Commons Page 8 ANNUAL REPORT- 2025 PLANNING BOARD 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025 Site Development Plans (SDP) 4 7 6 9 4 4 1 1 4 4 1 2 6 5 1 4 2 1 1 1 SDP Amendments 3 2 2 3 1 1 1 2 3 1 2 2 9 15 6 6 0 1 1 2 4 SDP with Special Permit 1 4 1 1 2 3 1 1 1 1 2 2 1 2 3 1 2 3 1 SDP TOTALS 8 11 9 13 7 8 3 4 7 6 4 6 17 21 9 13 3 4 5 SDP Time Extensions 2 3 4 5 7 5 2 1 1 0 0 1 1 1 1 0 5 4 6 6 6 SDP Time Extensions Denied SDP Denials 1 Cell Towers (Co-Locate, Re-Cert, New) 7 2 2 2 1 Solar Energy Systems SDP & Special Permit 1 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025 Zoning Code Amendment 2 3 4 1 3 2 2 1 0 1 1*** 4 Recommendations Wetland Permits 4 4 4 5 2 3 2 1 1 2 1 2 1 1 0 5 0 2 Tree Removal Permits 5 1 2 1 3 2 4 1 6 1 2 2 Steep Slope Permits 4 2 4 5 1 2 1 1 1 2 2 0 2 1 2 2 Special Permits Renewals 1 1 0 3 1 3 1 3 2 3 2 Special Permit Recommendations 1** 0 0 1 Lot Line Adjustments 3 2 2 0 1 1 2 3 2 2 2 Lot Line Adj. Time Extensions 2 0 0 1 0 1 Performance Security Reductions 2 0 1 1 2 2 1 1 1 1 2 Accessory Apartments 1 2 1 2 1 1 1 Cluster Recommendations 0 0 0 0 DEIS Scopes 2 3 0 1 1 0 0 *Includes Jacobs Hill Village PVD 103 Apartments and 58 Condominiums **RRUSP Pondview Recommendation *** RRUSP Amendment Recommendation to Town Board Page 9 DRAFT TOWN OF CORTLANDT RESOLUTION NO. 5-26 PLANNING BOARD PB 2023-3 WHEREAS, an application for Planning Board approval of an Amended Site Development Plan pursuant to Chapter 307 of the Town of Cortlandt Code was submitted by 2051 Cortlandt Holding, LLC for 5 additional parking spaces at an existing gas station as shown on a drawing entitled “Amended Site Development Plan” prepared by Cronin Engineering, P.E., P.C., latest revision dated December 22, 2025, and WHEREAS, the subject property is located at 2051 E. Main St., is approximately 42,100 sq. ft., in size, is zoned HC, highway commercial and is designated on the Town of Cortlandt Tax Maps as Section 23.20, Block 3, Lot 13, and WHEREAS, as required by Article 8 of the New York State Environmental Conservation Law for the proposed Unlisted Action the applicant completed and submitted Part 1 of the Short Environmental Assessment Form dated November 11, 2025, and WHEREAS, the Planning Board approved the Site Development Plan for the construction of the gas station, convenience store and other site improvements by Resolution 6-20 and the site has been constructed and is operating as a gas station with a convenience store and deli, and WHEREAS, since opening parking has been an issue at the site with some employees parking on adjacent roadways, and WHEREAS, the subject site plan amendment proposes 5 new parking spaces and the re-striping of 2 existing parallel spaces to better define the parallel spaces, and WHEREAS, none of the improvements are proposed in the wetland or wetland buffer but do require the removal of an existing tree and grass area that will be required to be replanted, and WHEREAS, the subject application was referred to the Town Engineering Division for their 1 Page 10 review and comment. NOW THEREFORE BE IT RESOLVED, that pursuant to Section 617.7 of the SEQR Regulations, as stated in this Resolution and throughout the course of this application as contained in the minutes of the public hearing and other regular meetings of the Planning Board, the Planning Board considered the impacts which may be reasonably expected to result from the proposed action by comparing them against the applicable criteria in said section and finds that: 1. The proposed action will not result in a substantial adverse change to existing air quality, ground or surface water quality and quantity, traffic or noise levels; a substantial increase in solid waste production; nor generate a substantial increase in potential for erosion, flooding, leaching or drainage problems. 2. The proposed action will not result in the removal or destruction of large quantities of vegetation or fauna; will not substantially interfere with the movement of a resident or migratory fish or wildlife species; will not impact a significant habitat area; and will not result in any substantial adverse impacts on a threatened or endangered species of animal or plant, or the habitat of such a species, or other significant adverse effects to natural resources. 3. The proposed action will not result in the impairment of the environmental characteristics of a Critical Environmental Area. 4. The proposed action will not result in the creation of a material conflict with the adopted 2016 Town Sustainable Comprehensive Master Plan and Town Zoning Ordinance. 5. The proposed action will not result in the impairment of a character or quality of important historical, archeological, architectural or aesthetic resources or of existing community or neighborhood character. 6. The proposed action will not significantly impact the use of either the quantity or type of energy. 2 Page 11 7. The proposed action will not create a hazard to human health. 8. The proposed action will not result in a substantial change in the use or intensity of use, of land including agricultural, open space or recreational resources, or in its capacity to support existing uses. 9. The proposed action will not encourage or attract a substantially larger number of people to the subject property compared to the number of people who would come to such place absent the action. 10. The proposed action will not create a material demand for other actions which would result in one of the above consequences. 11. The proposed action will neither result in changes in two or more elements of the environment, no one of which has a significant impact on the environment, nor when considered together result in a substantial adverse impact on the environment. 12. The proposed action will neither result in two or more related actions undertaken, funded or approved by an agency, none of which has or would have a significant impact on the environment, nor when considered cumulatively, meet one or more of the criteria in this section, and the Planning Board considered possible long-term, short-term and cumulative impacts and found no significant effects which would result as a consequence of the proposed action, and FURTHER BE IT RESOLVED that the Planning Board as lead agency in this matter finds that based on Part 1 of the Short Environmental Assessment Form (EAF) prepared by Keith Staudohar dated November 11, 2025 and Part II of the Short EAF prepared by the Planning Department dated February 3, 2026 and based on the subject site development plan and the record of this application and for reasons stated in this resolution including the analysis of the criteria stated in 617.7(c)(i)-(xii), the proposed project will have no significant, adverse environmental impact upon the environment and therefore the Planning Board adopts said Part II 3 Page 12 of the Short EAF and a Negative Declaration and that no Draft Environmental Impact Statement is required with regard to this matter, and FURTHER BE IT RESOLVED that the application of 2051 Cortlandt Holding, LLC for Planning Board approval of an Amended Site Development Plan pursuant to Chapter 307 of the Town of Cortlandt Code for 5 additional parking spaces at the existing gas station as shown on a drawing entitled “Amended Site Development Plan” prepared by Cronin Engineering, P.E., P.C., latest revision dated December 22, 2025 is APPROVED subject to the conditions listed below and that the Chairman of the Planning Board be authorized to endorse approval on said Site Development Plan upon compliance by the applicant with such conditions as listed below, and FURTHER BE IT RESOLVED that approval of said Site Development Plan shall be valid for a period of twelve (12) months from the date of this Resolution to satisfy all conditions of approval and to obtain the signature of the Planning Board Chairman on the Site Development Plan. If there is no substantial change in the condition of the site and/or its environs, Site Development Plan Approval may be extended by the Planning Board for a maximum of two (2) additional years, granted in one-year intervals, upon timely application by this applicant and a written explanation of the reasons for the delay which require the granting of a time extension, and FURTHER BE IT RESOLVED that the approved site plan with the Planning Board Chairman’s signature shall be valid for a period of twelve (12) months from the date of signing. If there is no substantial change in the condition of the site and\or its environs, Site Development Plan Approval may be extended by the Planning Board for one (1) additional period of one (1) year, upon timely application by this applicant and a written explanation of the reasons for the delay which require the granting of a time extension. 4 Page 13 CONDITIONS AND MODIFICATIONS: 1. Add the appropriate signature block to the subject drawing and coordinate with the Planning Office to (a) obtain the required signatures from the Director of Planning, the Director of Environmental Services, the Planning Board Engineer and the Planning Board Chairman on the subject drawing set and (b) submit four paper prints and an electronic .pdf of said drawing to the Planning Office following the Chairman’s signature on the site plan. 2. Obtain the signature of the Receiver of Taxes on an appropriate form indicating that taxes on the subject property have been paid. 3. The applicant is advised that the conditions of this approval must be satisfied and the site plan drawing signed by the Planning Board Chairman and any required State, County and Town permits obtained prior to beginning any related work on the subject property. 4. The subject site plan shall be revised to increase the height of the proposed 24” tall dry stacked decorative wall to a minimum of 30” to the satisfaction of the Planning Department and the Department of Technical Services. 5. In addition to relocating the existing 2” oak as noted on the subject site plan, the site plan shall be further modified to show additional landscaping and planting to the satisfaction of the Director of Planning. TO BE CONSIDERED FOR ADOPTION: FEBRUARY 3, 2026 5 Page 14 Westchester County Planning Board Referral Review Pursuant to Section 239 L, M and N of the General Municipal Law and Section 277.61 of the County Administrative Code Kenneth W. Jenkins Westchester County Executive January 13, 2025 Chris Kehoe, AICP, Planning Director Cortlandt Town Hall 1 Heady Street Cortlandt Manor, NY 10567-1254 County Planning Board Referral File CTD 25-009 – Evergreen Manor Parcel 1 2003 Crompond Road Site Plan Approval Dear Mr. Kehoe: The Westchester County Planning Board has received a site plan (revised November 20, 2025) and related materials for an application to construct a new assisted living facility. The proposed building would be part of the ongoing Evergreen Manor development plan, located on the site of the former Evergreen Manor Hotel at 2003 Crompond Road (SBL 33.12-2-8). The 28.36-acre property recently underwent a zoning change to the newly-created MOD – Medical Oriented District as well as a general environmental impact analysis for the Evergreen Manor plan, for which we received a referral and commented in a letter dated December 31, 2019 (CTD 19-005). The proposed building would be located on a new 6.028-acre parcel (Parcel 1) created within the northeastern corner of the Evergreen Manor property. The site fronts on Crompond Road, with Nancy Lane and Cypress Lane forming dead-ends along the eastern side of the property. The site is located near the New York Presbyterian hospital, which encouraged the Town to establish the MOD zone in order to leverage development capabilities around the hospital. The site is mostly open wooded and yard areas, along with the former hotel building and associated driveway which are to be demolished. The full plans for the Evergreen Manor development call for a new street to connect to Crompond Road at the intersection of Conklin Avenue, which would form the western boundary of the proposed new parcel. The proposed 96,980 square-foot building would be three stories and contain 100 assisted living units, with 118 beds. Due to the terrain, the main entrance would be located on the second floor of the building at the rear, with a vehicular drop-off leading to a driveway connecting to the new street. A parking lot with 66 spaces is proposed behind the building, connecting to the driveway as well as an emergency access route leading to Crompond Road. Indoor and outdoor amenity areas are proposed for residents, and new landscaping is proposed around the site along with retaining walls to manage the terrain. We have reviewed this application under the provisions of Section 239 L, M and N of the General Municipal Law and Section 277.61 of the County Administrative Code and we offer the following comments: 1. Pedestrian circulation. We appreciate that the applicant indicates that a sidewalk is proposed along the street frontage for the other sections of the Evergreen Manor development, which would provide a safe pedestrian connection 432 Michaelian Office Building 148 Martine Avenue White Plains, New York 10601 Telephone: (914) 995-4400 Website: westchestergov.com Page 15 Referral File No. CTD 25-009 – Evergreen Manor Parcel 1 January 13, 2026 Page 2 from the development to points west, including the Hospital. However, while sidewalks are proposed within Parcel 1 to connect the building to the parking area, as well as a connection to the other sections of Evergreen Manor, we note that the street sidewalk does not continue along the Parcel 1 frontage, and additionally the proposed building is oriented away from both Crompond Road and the proposed new street. While we understand that assisted living facilities involve special security concerns regarding access to the building, such concerns should not preclude pedestrian infrastructure for employees and visitors, as well as for pedestrians wishing to pass along the street. We recommend that the sidewalk fronting Crompond Road be extended along the full frontage of the proposed Parcel 1, in order to provide safe pedestrian access within the neighborhood and establish a means for future sidewalk extensions east along Crompond Road. We also recommend that the Town considers establishing a full crosswalk network at the intersection of Crompond Road and the proposed new street/Conklin Avenue. The proposed Evergreen Manor development as a whole will increase the number of residents in the area, and safe pedestrian access is an important consideration in order to provide full access to the sites. We note that the nearest crosswalk is located a half-mile from the Conklin intersection, which bypasses the Hospital and the nearest Bee- Line bus stops, and does not allow for safe crossing to the small commercial cluster on Taylor Avenue. Including a full pedestrian crosswalk system at this intersection would benefit not only future residents of Evergreen Manor, but also existing residents of the surrounding neighborhood. 2. Construction within a regulated stream/wetland buffer. The proposed development involves disturbance within a wetland buffer area. The County Planning Board consistently recommends that construction and alteration of land within regulated wetlands and stream/wetland buffers should be avoided. This recommendation extends to the siting of stormwater management facilities. We note that the impacts to the wetlands were discussed during the Environmental Impact analysis, and the Town determined that the proposed mitigation measures were sufficient to offset the proposed encroachment. We recommend that the Town and the applicant continue to work to ensure that sufficient measures are maintained within the landscaping plan to fully mitigate the disturbance to the wetland buffer. We note the regulations for stream and wetland permitting through the NYS DEC have recently been updated. The applicant should submit a Parcel Jurisdiction Determination application to NYS DEC to identify any required permits for the proposed project. More information can be found at the NYS DEC website: https://dec.ny.gov/nature/waterbodies/wetlands/freshwater-wetlands- program/freshwater-wetland-jurisdictional-determination. 3. Transportation demand management. We note that 66 parking spaces are to be provided on the site, yet the zoning code requires only 59 spaces. Ensuring that the transportation needs of residents, employees, and visitors are accommodated through means other than private automobiles is an important factor in reducing the dependency on private vehicle trips and lessening the impact of excessive parking spaces. The County’s Transportation Demand Management Toolkits provide strategies for municipalities, employers, and developers to reduce the need for single-occupancy vehicle commutes, which could help avoid the need to park private vehicles. We recommend that the Town and applicant review these Toolkits, Page 16 Referral File No. CTD 25-009 – Evergreen Manor Parcel 1 January 13, 2026 Page 3 which can be provided by the Planning Department, to ensure transportation needs are met while reducing the space set aside for vehicles. The County’s Smart Commute Program can also assist employers to implement TDM strategies. 4. NYS DOT review. Crompond Road (US Route 202/NYS Route 35) is a State highway. The Town should forward a copy of the application to NYS DOT to identify any required permits for the proposed project and to evaluate potential traffic impacts to Crompond Road. 5. Bee-Line bus stop. We note that the full Evergreen Manor development plan may increase ridership of the Bee-Line bus system as new uses are constructed on the site. As the current closest bus stops are located in front of the Hospital, (as noted above without the benefit of a crosswalk to connect the eastbound and westbound stops), the Town and the applicant should contact the County Department of Public Works and Transportation to discuss the possibility of installing a new bus stop at the corner of Conklin Avenue and Crompond Road. 6. Bicycles and personal e-mobility devices. We encourage the applicant to include a bicycle parking area for visitors and employees in order to provide full parking options within the site. We also recommend that the applicant includes a power supply for the charging of e-bicycles within this bicycle parking area. 7. Stormwater management. We appreciate that the applicant proposes to install a bioretention basin and utilize permeable pavement within the emergency access driveway, which will provide on-site stormwater management within the property. We encourage the applicant to explore additional at-grade stormwater management solutions that treat runoff on-site wherever possible, such as using pervious paving for parking areas, or the installation of vegetative rain gardens within the landscaped areas. 8. Sewage flows The proposed development will increase sewage flows from this site into the existing sewage infrastructure. This increased flow will add to the volume of sewage flow requiring treatment at a Water Resource Recovery Facility operated by Westchester County. Since 2010, it has been the policy of the County Planning Board that municipal governments should require applicants to identify mitigation measures that offset projected increase in flow, in order to comply with the County Environmental Facilities Sewer Act. The best means to do so is through reductions in inflow/infiltration (I&I) at a ratio of three for one for market rate units and a ratio of one for one for affordable units. The County Planning Board further recommends that the Town implement a program that requires inspection of sewer laterals from private homes for leaks and illegal connections to the sewer system, such as from sump pumps. These private connections to the system have been found to be a significant Page 17 Referral File No. CTD 25-009 – Evergreen Manor Parcel 1 January 13, 2026 Page 4 source of avoidable flows. At a minimum, we encourage the Town to enact a requirement that a sewer lateral inspection be conducted at the time property ownership is transferred and any necessary corrective action be enforceable by the municipal building inspector. 9. Recycling. The Town should require the applicant to verify that there is sufficient space to accommodate the storage needs for recyclables under the County’s recycling program. County regulations for recycling may be found at: https://environment.westchestergov.com/recycling. 10. Green building technology. We encourage the applicant to include as much green, or sustainable building technology as possible within the proposed development. We note that no indication has been provided towards the utilization of the rooftop. We recommend that the applicant consider incorporating a solar array or a green roof in order to provide further environmental remediation within the site. In addition, the Town and the applicant should give consideration towards the provision of electric vehicle parking capabilities within the proposed parking area. 11. Universal Design. We encourage the Town to consider the principles of universal design in this development, in addition to any building standards required by ADA regulations. Universal Design standards allow all residents and visitors to fully engage in our public and residential spaces. Universal Design is also an important means of enabling household residents to age in place, as well as to provide accessible pedestrian access and parking for persons with mobility issues. Please inform us of the Town’s decision so that we can make it a part of the record. Thank you for calling this matter to our attention. Respectfully, WESTCHESTER COUNTY PLANNING BOARD Bernard Thombs Chair, Westchester County Planning Board BT/mv cc: Blanca Lopez, Commissioner, Westchester County Department of Planning Vincent Kopicki, Commissioner, Westchester County Department of Environmental Facilities Steve Elie-Pierre, Director of Maintenance, Westchester County Department of Environmental Facilities Craig Lader, Director of Transportation Planning, Westchester County Department of Planning Heather Reiners, Smart Commute Program Coordinator, Westchester County DPW&T Anne Darelius, NYS Department of Transportation, Region 8 Christopher Lee, NYS Department of Transportation, Region 8 Page 18 TOWN OF CORTLANDT DEPARTMENT OF PLANNING & COMMUNITY DEVELOPMENT Town Hall, 1 Heady Street Town Supervisor Cortlandt Manor, NY 10567 Richard H. Becker, MD Chris Kehoe, AICP – Director Main #: 914.734.1080 Town Board Planning Staff: James F. Creighton Heather LaVarnway, CNU-A, AICP Cristin Jacoby Michelle Robbins, AICP Robert Mayes Joyce C. White MEMORANDUM TO: Planning Board Members FROM: Chris Kehoe, AICP, Planning Director, Department of Planning & Community Development Heather LaVarnway, CNU-A, AICP, Planner, Department of Planning & Community Development SUBJECT: PB 2025-5 Application of VS Construction Corp. for Site Plan approval and for Tree, Wetland and Steep Slope permits for a proposed 97,700 sq. ft. Assisted Living Facility located in the Medical Oriented District (MOD) at 2003 Crompond Road. Drawings dated January 23, 2025. DATE: January 16, 2026 The Planning Department issued an initial review of the subject application in a letter dated 3/22/25. Numerous technical meetings have been held with Town staff and the applicant and their representatives, resulting in revised plans submitted to the Town. This review memo addresses the plan set (2 packets) with sheets SP-0.1 through EX-1.0, labeled “Site Plan Application – Parcel 1” with a revised date of November 20, 2025. • NOTE: Sheet SP-0.2 Removals Plan is listed on the sheet index but was not included in the submission. COMMENTS Upon review of the revised plan set, we offer the following observations and comments: 1. Retaining Walls: This project includes the construction of over 2,400 linear feet of retaining walls, with an average height of 8-12 feet and some areas extending up to 18 feet tall. These walls will be a prominent site feature of this project; their massing and visual impacts are important considerations for the Planning Board to understand and evaluate. As such: A. The section of retaining wall that curves around in front of the building, at the intersection of Route 202 and the new cul-de-sac, will be 14 feet tall. The applicant shall investigate the possibility of tiering this section of wall and adding robust plantings between levels, in an effort to reduce their visual impact at this important intersection. B. The applicant shall provide material samples to the Board, along with photos of installed examples, so they can evaluate the proposed material(s)/color(s). 2. Perspective Renderings: The applicant previously provided two perspective views of the project (sheet A0.0 showing view from the intersection at 202 and new road, and sheet A0.1 showing view of the main entrance facade on the south side of the building). These views shall be revised to include a standard scale figure (6-foot-tall) for reference. The following additional perspective views – showing the building, retaining walls, proposed landscape treatment, and the standard scale figure – shall be provided: A. View from Route 202 looking southwest, in area of emergency access road; B. Straight-on view from Route 202, halfway between emergency access and traffic light at new cul-de-sac intersection. Page 19 C. View from the new road looking southeast, in the area about halfway between Route 202 and the vehicular entrance to the assisted living site. 3. Fences: There are numerous fence labels shown on sheet SP-1.0 but it is not clear what types of fencing are proposed in which locations. A few labels are tagged to detail #11 on sheet SP-6.1 but none of the other labels include detail references, and the only fence detail provided is for a chain link fence. It appears that more than one type of fencing is proposed as the perspective renderings show a black iron fence atop some of the retaining walls, and a white aluminum fence in some areas. The applicant shall show details for all proposed fence types, and clearly label every section of fence on the plan with reference to the associated fence detail. Chain link fencing should be avoided where possible. Any fenced outdoor areas that will be programmed for resident use shall be labeled accordingly. 4. Landscaping: A. The Site Landscape Plan (sheet SP-4.1) shows broad plant categories and notes the total number of plants proposed in each category, along with examples of specific plants that may be selected for that category, but a precise list and corresponding key to the landscape plan is not shown. A standard planting schedule is required, and shall include the name, quantity (not area), and size at planting of each plant material selected, along with a plant-specific key to the landscape plan. Generic plant material entries such as “Quercus SPP” are not sufficient. B. The applicant should evaluate a less linear approach to the landscaping along Route 202 between the emergency access road and the new cul-de-sac. Acknowledging that the 60”- diameter underground drainage pipe running parallel to Route 202 in this vicinity could influence the location and types of plantings between the building and the road, areas should be identified where larger groupings of trees/shrubs could be clustered, with some specimen trees included between clusters. This could help break up the view of the building from Route 202, while also providing opportunities to highlight portions of the building in areas where the plantings open up. C. The five (5) evergreens shown at the corner of the building near the intersection of 202 and the new cul-de-sac are too few, and spaced too far apart. Additional and varied trees should be added to this area, to help soften the view of the 3-story building as it sits atop a ±14-tall retaining wall. D. The applicant shall clarify whether any landscaping is proposed within the fenced-in areas flanking the main entrance, the interior courtyard, and any other fenced areas on site. If so, that information should be added to the landscape plan. E. The Site Grading and Drainage Plan (sheet SP-2.0) shows numerous stormwater planters around the foundation of the building (both along the exterior and within the courtyard). No detail is provided explaining how these planters will be designed, and the Site Landscape Plan shows other landscaping treatments where the stormwater planters are shown on SP-2.0. The applicant shall clarify whether the stormwater plans are actually proposed and, if so, provide a detail and maintenance plan for them, along with a planting schedule showing the specific type, quantity and size of their proposed plant materials. F. Wherever possible, native/indigenous plant materials should be selected in favor of non-natives. 5. Parking Lot Landscaping: Per §307-22, the minimum required landscaping for parking lots with 30 or more vehicles must be included within the perimeter of the lot. The calculations provided at the bottom right of sheet SP-4.1 indicate that a 1,285 square foot “landscape perimeter” has been provided. The applicant shall provide a colored plan graphic clearly showing the parking lot area, and the associated landscaped areas within that perimeter that area being counted towards parking lot landscaping. These areas must be within the perimeter of the parking lot. Page 20 6. Lighting: A. The overall lighting levels in most areas of the site are acceptable, though there are some hot spots in the 2-4 footcandle range, primarily around the pole fixtures. The applicant should evaluate whether the lighting plan can be modified to eliminate those hot spots. B. The applicant shall provide fixture specifications for the proposed bollard light fixture, and clarify how many bollards are proposed. The Lighting Plan (SP-5.1) shows five bollards (B1-B5) but the fixture schedule indicates only three are proposed. C. The applicant shall clarify whether any outdoor lighting is proposed beneath the porte-cochere. If so, fixture details shall be provided and the associated photometrics shall be added to the lighting plan. D. The applicant shall clarify whether any exterior wall-mounted light fixtures are proposed. If so, fixture details shall be provided and the associated photometrics added to the lighting plan. E. The Sentry “acorn style” fixture does not appear to be Dark Sky compliant. No BUG ratings were provided and we are concerned that, depending on where within the fixture the LEDs are located, there could be substantial glare issues. If acorn-style fixtures are preferred by the applicant, we suggest finding an alternative fixture that is Dark Sky compliant and where the bulbs are hidden up in the cap of the acorn, which could help to reduce glare. 7. Tree Removals: The applicant shall provide a clear, detailed list of all trees proposed to be removed, and an accounting of whether any are specimen/protected trees and/or on steep slopes of 25% or greater. 8. Steep Slopes: A. A more granular analysis of the slopes between 15-30% is necessary. As such, the applicant shall revise the Steep Slopes Map for Overall Site (sheet SP-12.0) to differentiate between slopes of 15-20%, 20-25%, and 25-30%. The corresponding map legend shall clearly label what each color used represents. B. On the Steep Slopes Map (Parcel 1), sheet SP-12.1, the applicant shall apply a level of transparency to the proposed building and parking area in order to ensure that the areas of steep slope disturbance are still visible. 9. Signage: The applicant shall provide as much information as is known regarding how signage will be handled for the site, such as sign type, location, size, and whether/how it may be illuminated. Advance consideration should be given to how the signage for the assisted living facility will integrate with other signage that may be requested as the parent parcel is further developed in the future. 10. Trash Enclosure: The applicant proposes to surround the trash enclosure with aluminum fencing. A more durable material should be considered for this area as aluminum fencing is easily damaged and may not hold up over time. Per §154-4. A of the Town zoning code, acceptable materials include “wood lumber, composite lumber, masonry, concrete or a suitable sturdy material conditioned to withstand the weather.” Chapter 154 of the Town’s zoning code has additional dumpster enclosure standards that should be reviewed. 11. Refuse Vehicle Maneuvering: The Parcel 1 Refuse Vehicle Maneuvering Plan (sheet SP-11.2) shows the truck approaching the dumpsters at an angle versus head-on, calling into question how the truck would be able to lift the dumpsters. The applicant shall evaluate the proposed design to either confirm its functionality as proposed, or revise as necessary. Cc: Dr. Richard Becker, Supervisor Chris Lapine, P.E., Planning Board Engineer James Creighton, Town Board Liaison VS Construction Michael Cunningham, Esq., Deputy Town Attorney David Steinmetz, Esq. Catherine Brosnan, P.E., Assistant Civil Engineer Matthew Steinberg, AICP, DTS Michael Preziosi, P.E., Director of Technical Services Michael Stein, R.A. Mark Gratz, P.E., DTS Steve Marino, PWS Page 21 TO: Town of Cortlandt Planning Board FROM: Christopher Lapine, PE, LaBella Associates, DPC DATE: January 20, 2026 RE: 2003 Crompond Road – Evergreen Terrace Parcel 1 LaBella has performed a review of the latest revised site plan application titled “2003 Crompond Road, Cortlandt Manor, New York, Parcel 1. The following documents were submitted for our review: November 20, 2025 Submission • Response Letter from DTS Provident, dated November 20, 2025 • Submatric Design Calculations For Retaining Walls, dated October 29, 2025 • Stormwater Management Summary Draft – November 20, 2025 • Site Plan Application – Parcel 1 for 2003 Crompound Road prepared by DTS Provident Design Engineering, LLP. 1. Cover Sheet, Revised November 20, 2025 2. Sheet SP-0.1 – Parcel 1 - Master Site Plan, last revised November 20, 2025 3. Sheet SP-0.2 – Site Removals Plan, last revised November 20, 2025 4. Sheet SP-1.0 – Parcel 1 - Site Layout Plan, ,last revised November 20, 2025 5. Sheet SP-2.0 – Parcel 1 - Site Grading and Drainage Plan, last revised November 20, 2025 6. Sheet SP-3.0 – Parcel 1 - Site Utility Plan, last revised November 20, 2025 7. Sheet SP-4.1 – Parcel 1 - Site Landscape Plan, last revised November 20, 2025 (Review by Town Planning) 8. Sheet SP-4.2 – Plant List and Planting Details, last revised November, 2025 (Review by Town Planning) 9. Sheet SP-5.1 – Site Lighting Plan, last revised November 20, 2025 (Review by Town Planning) 10. Sheet SP-5.2 – Site Lighting Details, last revised November 20, 2025 (Review by Town Planning) 11. Sheet SP-6.1 – Parcel 1 - Site and Utility Details, last revised November 20, 2025 12. Sheet SP-6.2 – Parcel 1 - Site and Utility Details, last revised November 20, 2025 13. Sheet SP-6.3 – Site and Utility Details, last revised November 20, 2025 14. Sheet SP-6.4 – Site Details – Retaining Walls, last revised November 20, 2025 15. Sheet SP-6.5 – Site Details – Retaining Walls, last revised November 20, 2025 16. Sheet SP-6.6 – Site Details – Retaining Walls, last revised November 20, 2025 17. Sheet SP-6.7 – Site Details – Retaining Walls, last revised November 20, 2025 18. Sheet SP-6.8 – Site Details – Retaining Walls, last revised November 20, 2025 19. Sheet SP-6.9 – Site Details – Retaining Walls, last revised November 20, 2025 20. Sheet SP-6.10 – Site Details – Retaining Walls, last revised November 20, 2025 Page 22 Page 2 21. Sheet SP-6.11 – Site Details – Retaining Walls, last revised November 20, 2025 22. Sheet SP-7.1 – Erosion and Sediment Control Plan, last revised November 20, 2025 23. Sheet SP-7,2 – Erosion and Sediment Control Plan, last revised November 20, 2025 24. Sheet SP-7.3 - Erosion and Sediment Control Details, last revised November 20, 2025 25. Sheet SP- 8.0 – Driveway Profile, last revised November 20, 2025 26. Sheet SP-9.0 – Utility Profiles, last revised November 20, 2025 27. Sheet SP-10.0 -Tree Removals Plan, last revised November 20, 2025 (Review by Town Planning) 28. Sheet SP-11.0 – Emergency Service Vehicle Maneuvering Plan, last revised November 20, 2025 29. Sheet SP-11.1 – Refuse Truck Turning Movements, dated November 20, 2025 30. Sheet SP-11.2 – Delivery Truck Turning Movements, dated November 20, 2025 31. Sheet SP-12.0 – Steep Slopes Map for Overall Site, dated November 20, 2025 32. Sheet SP-12.1 - Steep Slopes Map (Parcel 1), dated November 20, 2025. 33. Sheet EX1.0 – Existing Conditions Plan, dated November 20, 2025 Our office offers the following comments: Administrative 1. ALL plans subsequently submitted to the Town for review must be designed for construction and be complete for review by all regulatory agencies having jurisdiction (e.g. WCDOH, WCDEF, NYSDEC, NYSDOT, etc.). 2. ALL approvals must be received by regulatory agencies having jurisdiction prior to commencement of ANY construction activities. 3. It is understood, and Engineer’s Report has been submitted to the Town Department of Technical Services for review. When received, please provide the Planning Board a copy of the letter from the Town’s Water Division indicating that the water system has the capacity to provide finished water storage for the project after all other committed flows. 4. The on-site water supply, with the exception of building lateral, will become a public water supply. A written request addressed to the Town Supervisor and Town Board must be submitted by the applicant regarding the water mains. The applicant shall submit a written request that identifies all utilities and infrastructure proposed for dedication to the town. This shall also include a Map, Plan and Report (MPR) to the Town for the water facilities. 5. The applicant has indicated they will consider trench stabilization measures as part of the final design. This comment will remain until addressed. 6. The applicant has provided responses to the comments issued by the fire department. The fire department should review the most recent submission to determine if the applicants’ responses adequately address their concerns. Submatric Design Calculations For Retaining Walls, dated October 29, 2025 1. Was a geotechnical report reviewed to aid in the design and selection of the in-situ soil design parameters, allowable bearing capacity? 2. As indicated in the retaining wall design calculations, has the geotechnical engineer reviewed the soil parameter assumptions? 3. Has the geotechnical engineer confirmed the foundation soils can safely support the MSE wall design? Page 23 Page 3 4. Fence at top of wall is indicated to be 3-ft behind front face of wall(s) and therefore not included in design. Verify with project team if this is met everywhere. Include additional forces on upper geogrid if condition is not met. 5. The use of a sleeve-it is mentioned, at these potential locations, do the geogrid lengths need to be adjusted. 6. Verify if the building foundation imparts loading onto Wall 4B geogrids, no surcharge is included in the design calculations. Plans 1. SP-1.0 –Please provide dimensions associated with the setbacks. 2. SP-1.0 – The applicant has indicated they will provide details of the proposed emergency gate and will be coordinated with the fire code official and included on the plans prior to final approval. 3. SP1.0 – Shift ADA signage to northern portion of sidewalk so as to not impede sidewalk and accessible path. 4. SP1.0 - Provide callout for asphalt, curbing, and sidewalk details, and where curbing is flush with pavement. 5. SP1.0 – Provide maintenance requirements for proposed grass pavers. 6. SP1.0 – Provide door locations. 7. SP-2.0 – Revised the plans to include all proposed topographic lines. It appears proposed contours are missing from the access and parking areas. 8. SP-2.0 – Spot elevations depict slope in parking lots of less than 1 % on eastern side of the building, which will create ponding and icing conditions. Please revisit the grading. Additional catch basins may be warranted. 9. SP2.0 – Provide spot elevations within courtyard area, and top of curb and bottom of curb to distinguish between flush and standard curbing heights; as well as in ADA accessible areas to demonstrate compliance with required slopes. 10. SP-2.0 – The secondary walkway has slopes in excess of 18%. Please revisit grading and provide accommodating slope. How is drainage area captured and directed to the stormwater management system. 11. SP-2.0 – Provide an outlet for the proposed stormwater planters with detailed information including sizing and elevations. 12. SP2.0 – The outlet of ES-BM-13 is lower than the bottom elevation of the bioretention basin. 13. SP-2.0 –The retaining wall underdrains on the eastern side of the parcel should not be directed to stormwater management practices. 14. SP-2.0 – The slope arrows for the proposed driveway is not consistent with the slopes shown on sheet SP-8.0. Revise the plans for consistency. 15. SP-2.0 - Provide a drainage swale along the top of retaining wall 1. 16. Sp-2.0 – Delineate watershed of roof top for each planter. 17. SP2.0 – Provide pipe size in and out, invert in and out, and rim elevation of underground sand filter. 18. SP-2.0 – Depict underdrains beneath asphalt pavement on the plans. 19. SP-2.0 – Ponding depth depicted is 0.5-ft as opposed to 1.0-ft shown in report. 20. SP2.0 – Revisit DMH-BM3 rim elevation as it is considerably higher than adjoining grades. 21. SP-2.0 – The 14-foot retaining wall at northwest corner of the building appears imposing especially below the footprint of the building, Provide terracing of the retaining wall to create planting pockets for greenery to soften the hard structure appearance on-site at the main entry to site. Page 24 Page 4 22. SP-3.0 –A 1,500-gal grease trap has been added to the plans. The applicant should provide appropriate sizing for grease trap, sampling manhole, and connection to exterior sanitary system. 23. SP-3.0 – It does not appear sufficient room is provided between the sanitary sewer manholes BM5 and BM3 and the proposed storm sewer. Revise the plans for constructability. 24. SP3.0 – Maintain 10-ft separation between water line and SMH-BM1. 25. SP4.1 – Confirm placement of 5-foot diameter culvert along Crompond Road will not impact proposed landscaping. 26. SP-6.2 –Provide a detail for the outlet control structure for all stormwater management practices (including DMH-BM-3). 27. SP-6.2 – Provide dimensions (length, width, depth) for the riprap outlet protection, as well as d50 size of stone. 28. SP-6.2 – Provide drainage manhole details for DI BM-6, DI BM-5, and DMH-BM-3 where there are 5-foot diameter inlet and outlet pipes; stormwater planter; bio-retention; and underground sand filter detail. 29. SP-6.3 – Provide drop manhole details for BM4 and MA3. 30. SP-6.4 – (sheet 2 of 30) Note 2.4.1. Confirm the project engineer verified the loading conditions. The wall design indicates no building foundation loads were considered. 31. SP-6.4 – (sheet 2 of 30) Note 2.6.1 indicates a maximum allowable bearing of 3,500 psf is required. Confirm this value aligns with the geotechnical report. 32. SP-6.4 – (sheet 3 of 30) Confirm limits of disturbance allows for safe excavation for the indicated geogrid lengths (e.g. tiered RWs 1 and 2 are being constructed into a hill side). 33. SP-6.4 – (sheet 3 of 30) Wall 3 is set back 5-ft from property line and has a geogrid length of 9 feet and 1-foot of drainage stone. Revise property line or design. . 34. SP-6.4 – (sheet 4 of 30) Shows a wall drain discharging into the basin. This conflicts with general note 1 on sheet SP-6.4 (wall drain shall not discharge to any stormwater treatment practice). 35. SP-6.5 – (sheet 8 of 30) Geogrid length for RW1F should be adjusted to L=17 feet per design calculations and as indicated on callout (sheet 9 of 30). 36. SP-6.9 – (sheet 23 and 24 of 30) RW design case 5B should be referenced with corresponding geogrid length. 37. SP-6.9 – (note 2 on sheet 25 of 30) Note 2 states the use of a sleeve-it is indicated if a fence post is to be set directly behind the wall units. Provide a detail for the sleeve-it indicating embedment/placement within the geogrid. 38. SP-6.9 – (sheet 25 of 30 No footing drain is identified in the crushed stone zone directly behind the segmental block units. Verify this is the design intent. 39. SP-6.10 –(sheet 26 of 30) Upper tier walls are shown to discharge onto grade supported by lower tier wall. Verify lower tier design considers additional water into reinforced zones. 40. SP-6.10 – Typical details for geogrid around utilities (e.g. catch basins) and if utility lines are within the reinforced zone should be provided. 41. SP7.1 – Provide a construction sequence detailing the implementation of erosion and sediment control measures prior to the start of construction. The current work schedule provided needs to be expanded to include the phasing of specific project improvements. 42. SP-7.1 – Provide additional silt fence around the northern edge of material stockpile 1 to protect all downhill areas. 43. SP-7.1 – Consideration of interim erosion and sediment control measures should be considered to allow the construction of the retaining walls. 44. SP-7.1 – The outlet of the sediment traps 1 and 2 should be depicted on the plans. 45. SP-7.1 – Provide the locations for the dewatering/ washout pits Page 25 Page 5 46. SP-7.1 – Provide the following: a. Provide pipe sizes on sediment trap detail and provide size and spacing of riser pipe perforations in accordance with the NYSSSESC. b. Provide maintenance schedule and requirements for practices. 47. SP-7.1 - The plans show an arrow that appears to depict a temporary swale between two dewatering pits. This swale appears to be directed uphill. The applicant should review the plans and confirm the direction of this swale. 48. SP7.1 – Provide NYSDOT approved for Sediment Trap 3 discharge connection to their drainage. 49. SP-8.0 – Driveway grades are inconsistent with proposed contours and spot elevations shown on Sheet SP-2.0. 50. SP-9.0- Hydrant stationing has not been provided on sheet SP-9.0 There are two hydrants shown between station 2+00 and 5+00 without stationing. 51. SP-11 –The fire department having jurisdiction will need to opine on the proposed fire access layout. 52. SP-11.1 – The revise refuse truck turning plan demonstrates the vehicle can’t access the refuse containers for front loading. Revise the plan to show the proposed vehicle accessing and loading refuse at this location. Stormwater Management Summary Draft – November 20, 2025 1. Provide SWPPP which is compliant with the NYS DEC SWDM and the GP-0-25-001 and adheres to the Findings Statement of the Medical Oriented District (MOD) adopted March 20, 2023. 2. The applicant should confirm that the existing conditions watershed map matches the previously submitted plans for the evergreen manor road to be dedicated to the down. On the map shown there are discrepancies in watersheds and impervious areas. For example, existing conditions DA-2 has an impervious area of 0.05 acres and proposed conditions has an impervious area of 0.0 acres. Neither appears to be accurate based upon the amount of impervious delineated in the watershed mapping. Additionally, the existing driveway and dwellings are removed as part of as part of the Subdivision plans and their impervious area is included in the pre-development watershed area for Parcel 1. 3. The applicant should review the post-developed conditions map for consistency with the rest of the plans. The following discrepancies have been noted: a. The stormwater routing shown does not match what is shown on SP-2.0 and does not include the proposed stormwater management practices. For example, the 60-inch detention pipe is shown as 240-lf of 60-inch diameter on a flat slope at elevation of 352.04; where Sheet SP-2.0 delineates 3 sections of pipe set at different elevations with a 0.5% slope. b. The site layout on the drainage study does not fully match the site plan set. 4. The post-developed map should be revised to indicate which areas are directed to specific treatment practices and areas delineated. 5. The existing bio-retention area associated with main access road has a different outlet invert and pipe size in HydroCadd model than in Evergreen Manor Main Access Report. Please correct. 6. Provide sizing calculations for each stormwater management practice and sediment trap based on the area directed to it for treatment. Sizing calculations shall be based on the NYS DEC SWDM criteria. 7. Provide the results of the soil testing to support bio-retention infiltration design. Page 26 Page 6 8. Time of concentration for drainage area for Pre-1E should match the same condition as the drainage model for the subdivision, 9. The HydroCAD model should be revised to include the proposed stormwater planters. 10. The HydroCAD model shows an increase in peak flows at design point 2 and 3, as a result of the proposed project, the applicant should review these areas and revise the model as needed. 11. The HyrdoCAD model should include detention calculations to show how the CPv is provided. 12. Per Part III.A.2. of the GP-0-25-001, describe how the project considers future physical risk due to climate change. 13. Provide a draft maintenance agreement for post development stormwater management practices for review by the Town Attorney. 14. One foot ponding included in model for stormwater practice, and only 0.5-ft shown on plans, Please rectify. 15. The wetland adjacent to Crompond Road and its outlet should be modeled as DP1. Page 27 January 21, 2026 Hon. Steven Kessler Chairman of the Town of Cortlandt Planning Board and Members of the Planning Board 1 Heady Street Cortlandt Manor, New York 10567 Re: VS Construction Corp. – Evergreen Manor Parcel 1 – Assisted Living Facility 2003 Crompond Road (PB 2025-5) Dear Chairman Kessler and Members of the Planning Board: On behalf of VS Construction Corp and in connection with the Evergreen Manor Parcel 1 Assisted Living Facility Site Plan we offer the following responses to comments received from the Westchester County Planning Board, dated January 13, 2025. Pedestrian Circulation 1. Comment: We appreciate that the applicant indicates that a sidewalk is proposed along the street frontage for the other sections of the Evergreen Manor development, which would provide a safe pedestrian connection from the development to points west, including the Hospital. However, while sidewalks are proposed within Parcel 1 to connect the building to the parking area, as well as a connection to the other sections of Evergreen Manor, we note that the street sidewalk does not continue along the Parcel 1 frontage, and additionally the proposed building is oriented away from both Crompond Road and the proposed new street. While we understand that assisted living facilities involve special security concerns regarding access to the building, such concerns should not preclude pedestrian infrastructure for employees and visitors, as well as for pedestrians wishing to pass along the street. We recommend that the sidewalk fronting Crompond Road be extended along the full frontage of the proposed Parcel 1, in order to provide safe pedestrian access within the neighborhood and establish a means for future sidewalk extensions east along Crompond Road. Page 28 Chairman Kessler and Members of the Planning Board January 21, 2026 Re: Evergreen Manor Parcel 1 - ALR Site Plan Page 2 We also recommend that the Town considers establishing a full crosswalk network at the intersection of Crompond Road and the proposed new street/Conklin Avenue. The proposed Evergreen Manor development as a whole will increase the number of residents in the area, and safe pedestrian access is an important consideration in order to provide full access to the sites. We note that the nearest crosswalk is located a half-mile from the Conklin intersection, which bypasses the Hospital and the nearest BeeLine bus stops, and does not allow for safe crossing to the small commercial cluster on Taylor Avenue. Including a full pedestrian crosswalk system at this intersection would benefit not only future residents of Evergreen Manor, but also existing residents of the surrounding neighborhood. Response: The proposed sidewalks are consistent with the proposed action reviewed during the SEQR process to provide pedestrian accessibility within the Medical Oriented District (MOD) between the Evergreen Manor site and the New York-Presbyterian Hudson Valley Hospital (NYPH). As part of the off- site roadway improvements, new crosswalks are proposed at the intersection of Route 202/35 (Crompond Road) and the Gyrodyne driveway/NYPH entrance driveway at all approaches. Additionally, new crosswalks are proposed at the intersection of Crompond Road and Lafayette Avenue on the northbound and eastbound approaches. Construction Within a Regulated Stream/Wetland Buffer 2. Comment: The proposed development involves disturbance within a wetland buffer area. The County Planning Board consistently recommends that construction and alteration of land within regulated wetlands and stream/wetland buffers should be avoided. This recommendation extends to the siting of stormwater management facilities. We note that the impacts to the wetlands were discussed during the Environmental Impact analysis, and the Town determined that the proposed mitigation measures were sufficient to offset the proposed encroachment. We recommend that the Town and the applicant continue to work to ensure that sufficient measures are maintained within the landscaping plan to fully mitigate the disturbance to the wetland buffer. We note the regulations for stream and wetland permitting through the NYS DEC have recently been updated. The applicant should submit a Parcel Page 29 Chairman Kessler and Members of the Planning Board January 21, 2026 Re: Evergreen Manor Parcel 1 - ALR Site Plan Page 3 Jurisdiction Determination application to NYS DEC to identify any required permits for the proposed project. More information can be found at the NYS DEC website: https://dec.ny.gov/nature/waterbodies/wetlands/freshwater- wetlandsprogram/freshwater-wetland-jurisdictional-determination. Response: The proposed wetland mitigation is being coordinated with the Town. It is the Applicant’s understanding that the new regulations would not currently apply to the Project in accordance with 6 NYCRR Part 664, as it did not require a JD prior to January 1, 2025, and has a Final Environmental Impact Statement for the project which has been accepted by a lead agency pursuant to Part 617 of this Title prior to January 1, 2025. Transportation Demand Management 3. Comment: We note that 66 parking spaces are to be provided on the site, yet the zoning code requires only 59 spaces. Ensuring that the transportation needs of residents, employees, and visitors are accommodated through means other than private automobiles is an important factor in reducing the dependency on private vehicle trips and lessening the impact of excessive parking spaces. The County’s Transportation Demand Management Toolkits provide strategies for municipalities, employers, and developers to reduce the need for single- occupancy vehicle commutes, which could help avoid the need to park private vehicles. We recommend that the Town and applicant review these Toolkits, which can be provided by the Planning Department, to ensure transportation needs are met while reducing the space set aside for vehicles. The County’s Smart Commute Program can also assist employers to implement TDM strategies. Response: The Applicant has reviewed the County’s Transportation Demand Management TDM) Toolkit. There are two existing bus stops within a half mile of the proposed project near Crompond Road at NYPH (serving Bee Line Bus Route 18) and Crompond Road at Buttonwood Road adjacent to the Gyrodyne driveway (serving Bee Line Bus Route 16). Together, these bus routes provide access to Peekskill Metro-North Rail Station along with downtown Peekskill and other commercial shopping centers within Cortlandt, Yorktown, Somers and Mahopac. As suggested by the TDM Toolkit, the Applicant can post bus information for the benefit of its residents, staff and guests. Page 30 Chairman Kessler and Members of the Planning Board January 21, 2026 Re: Evergreen Manor Parcel 1 - ALR Site Plan Page 4 Additionally, as discussed in response to Comment 1, off-site traffic improvements include the installation of new sidewalks and crosswalk, which will improve the pedestrian experience and connectivity within the MOD. As part of the site plan review process, the Applicant will continue to evaluate its proposed parking to provide a sufficient number of parking spaces to accommodate its program and meet the minimum required parking. NYS DOT Review 4. Comment: Crompond Road (US Route 202/NYS Route 35) is a State highway. The Town should forward a copy of the application to NYS DOT to identify any required permits for the proposed project and to evaluate potential traffic impacts to Crompond Road. Response: Comment noted. Highway Improvement Plans are currently under review by the NYSDOT as part of its review of the proposed development in the MOD, including the proposed project. Bee-Line Bus Stop 5. Comment: We note that the full Evergreen Manor development plan may increase ridership of the Bee-Line bus system as new uses are constructed on the site. As the current closest bus stops are located in front of the Hospital, (as noted above without the benefit of a crosswalk to connect the eastbound and westbound stops), the Town and the applicant should contact the County Department of Public Works and Transportation to discuss the possibility of installing a new bus stop at the corner of Conklin Avenue and Crompond Road. Response: The Applicant will contact Westchester County DPW&T to discuss bus stop locations. It is noted that the existing bus stop at the Gyrodyne driveway, located within approximately 0.3 miles of the project site, will be improved as part of the off-site roadway improvements. Additionally, the new sidewalks from the Evergreen Manor project site will be constructed along Crompond Road to provide improved access to the bus stop. Page 31 Chairman Kessler and Members of the Planning Board January 21, 2026 Re: Evergreen Manor Parcel 1 - ALR Site Plan Page 5 Bicycles and Personal E-Mobility Devices 6. Comment: We encourage the applicant to include a bicycle parking area for visitors and employees in order to provide full parking options within the site. We also recommend that the applicant includes a power supply for the charging of e- bicycles within this bicycle parking area. Response: Comment noted. The Applicant will continue to review with the Town. Stormwater Management 7. Comment: We appreciate that the applicant proposes to install a bioretention basin and utilize permeable pavement within the emergency access driveway, which will provide on-site stormwater management within the property. We encourage the applicant to explore additional at-grade stormwater management solutions that treat runoff on-site wherever possible, such as using pervious paving for parking areas, or the installation of vegetative rain gardens within the landscaped areas. Response: Comment noted. Sewage Flows 8. Comment: The proposed development will increase sewage flows from this site into the existing sewage infrastructure. This increased flow will add to the volume of sewage flow requiring treatment at a Water Resource Recovery Facility operated by Westchester County. Since 2010, it has been the policy of the County Planning Board that municipal governments should require applicants to identify mitigation measures that offset projected increase in flow, in order to comply with the County Environmental Facilities Sewer Act. The best means to do so is through reductions in inflow/infiltration (I&I) at a ratio of three for one for market rate units and a ratio of one for one for affordable units. The County Planning Board further recommends that the Town implement a program that requires inspection of sewer laterals from private homes for leaks and illegal connections to the sewer system, such as from sump pumps. These private connections to the system have been found to be a significant source of avoidable flows. At a minimum, we encourage the Town to enact a requirement that a sewer lateral inspection be conducted at the time property Page 32 Chairman Kessler and Members of the Planning Board January 21, 2026 Re: Evergreen Manor Parcel 1 - ALR Site Plan Page 6 ownership is transferred and any necessary corrective action be enforceable by the municipal building inspector. Response: The Applicant is coordinating with the Town of Cortlandt regarding I&I reduction measures. Recycling 9. Comment: The Town should require the applicant to verify that there is sufficient space to accommodate the storage needs for recyclables under the County’s recycling program. County regulations for recycling may be found at: https://environment.westchestergov.com/recycling. Response: The proposed refuse enclosure has been designed to accommodate two 6- foot-wide dumpsters (up to 8-yard capacity each) that will provide sufficient capacity to store recyclable materials in compliance with the County’s regulations for recycling. Recycling will be collected on a weekly basis, at a minimum. Green Building Technology 10. Comment: We encourage the applicant to include as much green, or sustainable building technology as possible within the proposed development. We note that no indication has been provided towards the utilization of the rooftop. We recommend that the applicant consider incorporating a solar array or a green roof in order to provide further environmental remediation within the site. In addition, the Town and the applicant should give consideration towards the provision of electric vehicle parking capabilities within the proposed parking area. Response: The proposed building will be designed to comply with the latest applicable energy codes. The Applicant will continue to review with the Town. Universal Design 11. Comment: We encourage the Town to consider the principles of universal design in this development, in addition to any building standards required by ADA regulations. Universal Design standards allow all residents and visitors to fully engage in our public and residential spaces. Universal Design is also an important means of enabling household residents to age in place, as well as to Page 33 Chairman Kessler and Members of the Planning Board January 21, 2026 Re: Evergreen Manor Parcel 1 - ALR Site Plan Page 7 provide accessible pedestrian access and parking for persons with mobility issues. Response: Comment noted. We look forward to continuing our review of this application with the Planning Board. Very truly yours, DTS PROVIDENT DESIGN ENGINEERING, LLP Matthew N. Steinberg, AICP Senior Associate Enclosure(s) cc: D. Steinmetz, VS Construction, Benchmark Senior Living Page 34 Brad K. Schwartz bschwartz@zarin-steinmetz.com January 21, 2026 By E-mail and Overnight Mail Hon. Steven Kessler Chairman of the Town of Cortlandt Planning Board and Members of the Board 1 Heady Street Cortlandt Manor, New York 10567 Re: 70 Roa Hook Realty LLC – Application for Site Plan Approval Dear Chairman Kessler and Members of the Town Board: We make this application on behalf of 70 Roa Hook Realty LLC, the owner of 70 Road Hook Road, for Site Plan Approval to permit parts sales and service/repair of Peterbilt trucks at the property (our client is no longer seeking to separate the approvals for these operations). Our client is excited about bringing Leal Peterbilt to Cortlandt. Leal Peterbilt is a commercial Peterbilt truck dealership and service provider based in New York, with locations throughout the greater New York City region. We request placement on the Planning Board’s February 2 agenda for a presentation and to formally begin the review process. As brief background, in November 2017, the Planning Board issued site plan and other approvals for a car wash at the property. The building was mostly constructed, but a certificate of occupancy was not issued pending completion of certain punch list items. The car wash project stalled and never started operations. Our client purchased the property in 2025 with the intent of modifying the previously approved building and site improvements to accommodate Leal Peterbilt of Westchester. Some of these modifications include increasing the size of the service bays to accommodate trucks, adding bays and removing a portion of the existing building, an addition to the building, and new parking configuration to facilitate truck turning movements. The following materials are being submitted through the OpenGov portal: • Project Description – describing the operations of Leal Peterbilt of Westchester, including anticipated daily traffic and parking activity • Short EAF • Site Plans, prepared by John J. Gilchrist Architect Phone: (914) 682-7800 www.zarin-steinmetz.com 81 Main Street, Suite 415 Direct: (914) 220-9793 White Plains, New York 10601 Page 35 Town of Cortlandt Planning Board January 21, 2026 | Page 2 • Topographic Survey, prepared by Rowan Land Surveying, PLLC, dated January 15, 2026 Our consultant team is also working on other items, including an updated traffic/parking report by Kimley-Horn (John Canning, PE), confirming certain drainage improvements with NYSDOT, and confirming prior well and septic approvals with Westchester County DOH. We want to begin the application process to receive the Planning Board’s initial feedback, knowing that all this and any other additional information requested by the Board and Staff will be provided during the process. Thank you for the Board’s attention. Respectfully submitted, ZARIN & STEINMETZ LLP By: ____Brad Schwartz ___ Brad Schwartz cc: Michael J. Cunningham, Esq. Chris Kehoe, AICP Heather Lavarnway, CNU-A, AICP Chris Lapine, PE Leal Peterbilt Team Page 36 January 15th, 2026 Leal Peterbilt of Westchester (LPW) 70 Roa Hook Rd, Cortlandt Manor NY 10567 Scope of business and activities. General Overview of Leal Peterbilt (not Cortlandt specific) Leal Peterbilt is a commercial Peterbilt truck dealership and service provider based in New York, serving the greater New York City region including Queens, Staten Island, Long Island, Bronx, Yonkers and Westchester. Our core scope of business and activities centers on supporting customers in buying, servicing, and maintaining Peterbilt brand trucks and related equipment. Primary Business Activities New and Used Truck Sales The dealership sells new Peterbilt commercial trucks—heavy-duty vehicles primarily used in freight hauling, construction, and other industrial transport sectors—as well as pre-owned trucks for customers looking for more budget-friendly options. Parts and Accessories Leal Peterbilt stocks and sells genuine Peterbilt parts and accessories, which are critical for continuing maintenance, upgrades, or repairs of commercial trucks. Service and Maintenance We provide truck servicing and repair work, often including routine maintenance, diagnostics, and warranty or post-warranty repairs to keep fleets running efficiently. Support Services In addition to sales and maintenance, offerings typically include financing support, rentals/leasing, and possibly or service contract options, helping customers manage truck ownership costs and uptime. Overview of Leal Peterbilt of Westchester (Cortlandt specific) Daily activities. Here’s a clear picture of the typical daily activities expected at LPW. Hours of Operation Monday to Friday from 7 am to 5 pm. Saturday from 8 am to 12 pm. Sundays Closed Leal Peterbilt 101 Union Ave, Ronkonkoma, NY 11779 Page 37 Truck Sales. 95% of our trucks sales are conducted at customers’ locations where our sales professionals can understand the customers’ operations and needs. As a result, they recommend truck models and configurations, providing pricing and financial options. Occasionally we will enjoy a potential buyer as a walk in, or a curious person that would like to see and feel a new truck, but those are few and rare. Typically, we do not keep stock trucks for retail sales; most of our trucks come in from the factory, they get prepped and they are picked up by the final user within a week. However, we could potentially keep one or two dump trucks for display since it projects a beautiful and elegant look to the location. For the first year or so, LPW will employ one person for Truck Sales. Since all our truck sales contracts are electronic, such person will operate from his home office mainly. However, we expect him/her to visit the dealership and make sure that the trucks sold are being prepped accordingly. Parts Sales & Inventory Management Thanks to AI, most of our parts sales are done either through phone orders or online (ecommerce). Some of our most efficient Outside Sales Personal work from home. Our phone lines are forwarded to our parts salesman cellphones. However, from time to time our parts team assists customers at the parts counter. Maybe once a day. LPW parts personnel receive truck replacement parts early in the morning (around 4-5am by box truck) and before noon (around 10-11am by Fed Ex, UPS or comparable vans). We accommodate the parts received either in the warehouse or directly inside our parts delivery van. The parts delivery van will leave our site early in the morning, no later than 8 am and run the delivery route. If necessary, we will run a second route after 11 am. In other words, our delivery van (usually a Ford Maverick or similar) will run in and out of the location twice a day. Service & Repairs LPW is planning to run 7 bays for service. Trucks come in for warranty work and larger repairs. We do not provide maintenance service or repairs on trailers. Exclusively on Trucks. There will be 3 technicians at max capacity, perhaps in 14 to 16 months, including one Service Manager / Foreman who will communicate with customers on scheduling, updates, service needs, cost estimates, and time to completion. Once a truck is brought to our facility, it could stay for service for a day or a few weeks, depending on the diagnosis, the repair and the ability to source the parts. Leal Peterbilt 101 Union Ave, Ronkonkoma, NY 11779 Page 38 We hope to have at least two turns per service bay per month. In other words, we are planning to have 14 trucks to come in and out of the shop per month. As mentioned before, we do not allow trailers inside our locations. Not for parking, not for dropping off. Our customers know that. We only allow dump trucks, concrete mixer trucks, garbage trucks, oil and fuel trucks, roll offs, box trucks, conventional sleeper tractors and day cab tractors. The largest length of any of these vehicles to be serviced will be less than 30 Ft. We expect that some customer trucks will be parked outside the service bays waiting for a bay to be available for maintenance. No more than 7, one truck on cue per service bay. Back-Office & Administration Administrative work. Billing or invoicing will be done at the location. Payroll, filing warranty claims, updating customer records, and preparing reports is done remotely at our Staten Island location. Once per week a Senior Manager of our team will be visiting the LPW store to review goals, priorities, training, inventory and anything else needed to run the business accordingly. Some vendors also like to stop by and support the stores. Usually once a month in most cases that a vendor like Cummins, Eaton, Paccar Parts or similar will stop by, scheduled, and work a training session with a member of our team. In closing Employees at location For Parts Sales. 2 counter and one delivery. For Service. 3 Techs and one Manager Vehicles in and out at location Two deliveries from vendors (by box trucks and vans), one at 4-5 am and one at 10-11 am. One delivery truck (Ford Maverick or similar) will come in and out twice a day. Achieving the expected rotation in service, 14 trucks per month. Occasionally one senior manager visits per week and one vendor visits per month. Leal Peterbilt 101 Union Ave, Ronkonkoma, NY 11779 Page 39 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 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: Leal Peterbilt of Westchester Project Location (describe, and attach a location map): 70 Roa Hook Road, Cortlandt Manor, NY 10567 Brief Description of Proposed Action: Site Plan Approval for certain site improvements and building modifications to facilitate parts sales and service/repair of Peterbilt trucks. Name of Applicant or Sponsor: Telephone: 70 Roa Hook Realty LLC E-Mail: mauricio.leal@peterbiltnyc.com Address: 8 Dora Lane City/PO: State: Zip Code: Holmdel NJ 07733 1. Does the proposed action only involve the legislative adoption of a plan, local law, ordinance, NO YES administrative rule, or regulation? If Yes, attach a narrative description of the intent of the proposed action and the environmental resources that ✔ may be affected in the municipality and proceed to Part 2. If no, continue to question 2. 2. Does the proposed action require a permit, approval or funding from any other government Agency? NO YES If Yes, list agency(s) name and permit or approval:Planning Board Site Plan Approval, WCDOH Septic & Well, NYSDOT Drainage ✔ 3. a. Total acreage of the site of the proposed action? __________ 0.6442 acres b. Total acreage to be physically disturbed? __________ 0.05 acres c. Total acreage (project site and any contiguous properties) owned or controlled by the applicant or project sponsor? __________ 0.6442 acres 4. Check all land uses that occur on, ar adjoining r near the proposed action Rural (non-agriculture) ndustrial ✔ Commercial Residential (suburban) Agriculture a r Page 1 of 3 SEAF 2019 Page 40 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ✔ b. Consistent with the adopted comprehensive plan? ✔ NO YES 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? ✔ 7. Is the site of the proposed action located in, or does it adjoin, a state listed Critical Environmental Area? NO YES Hudson River, Reason:Exceptional or unique character, Agency:Westchester County, Date:1-31-90 If Yes, identify: Annseville ________________________________________________________________________________ Creek ✔ NO YES . a. Will the proposed action result in a substantial increase in traffic above present levels? ✔ b. Are public transportation services available at or near the site of the proposed action? ✔ . 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 a r: _________________________________________ Private Well ✔ _____________________________________________________________________________________________ 11. Will the proposed action connect to existing wastewater utilities? NO YES If No, describe method for providing wastewater treatment: ______________________________________ On-site septic system. ✔ _____________________________________________________________________________________________ . a. r nan r b an a n ab n ar a a r r NO YES n a na r a r r a r a a b n r n b n r ar r a n an r r r a n b b r n n ✔ a r r a ✔ b. r r an r n a n ra a n an ar a na a n r ar a a n a r r r a n ar a a n n r . a. Does any portion of the site of the proposed action, or lands adjoining the proposed action, contain NO YES wetlands or other waterbodies regulated by a federal, state or local agency? ✔ b. Would the proposed action physically alter, or encroach into, any existing wetland or waterbody? ✔ If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: _____________________ _____________________________________________________________________________________________ _____________________________________________________________________________________________ Page 2 of 3 Page 41 4. Identify the typical habitat types that occur on, or are likely to be found on the project site. Check all that apply: Shoreline Forest Agricultural/grasslands Early mid-successional Wetland ✔ Urban Suburban 15. Does the site of the proposed action contain any species of animal, or associated habitats, listed by the State or NO YES Federal government as threatened or endangered? ✔ 16. Is the project site located in the 100-year flood plan? NO YES ✔ NO YES 17. Will the proposed action create storm water discharge, either from point or non-point sources? If Yes, ✔ a. Will storm water discharges flow to adjacent properties? ✔ b. Will storm water discharges be directed to established conveyance systems (runoff and storm drains)? ✔ If Yes, briefly describe: _____________________________________________________________________________________________ On site stormwater will discharge into an existing system that conducts stormwater under Route 9 and into Annseville Creek. _____________________________________________________________________________________________ 18. Does the proposed action include construction or other activities that result in the impoundment of water NO YES or other liquids (e.g. retention pond, waste lagoon, dam)? If Yes, explain purpose and size n n ✔ ____________________________________________________________________________________________ _ Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste 19. NO YES management facility? If Yes, describe: _______________________________________________________________________________ ✔ _____________________________________________________________________________________________ 20.Has the site of the proposed action or an adjoining property been subject of remediation (ongoing r NO YES completed) for hazardous waste? If Yes, describe: _______________________________________________________________________________ ✔ _____________________________________________________________________________________________ I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: John J Gilchrist Architect PC ______________________ Date: 1-21-2026 __________________________ _____________________ Signature: _____________________________________________________ Architect PRINT FORM Page 3 of 3 Page 42 JOHN J GILCHRIST Zoning Schedule AWE-2 Annsville Waterfront Enhancement District Ordinance Proposed Sign Summary ARCHITECT M.U.T.C.D. Specification Number Desc. A Professional Corporation (a) Minimum Lot Area 7,500 28,061 Width Height (b) Minimum Lot Width 50 173 Table of Required R1-1 30" 30" (c) Maximum Building Coverage 30% 24.1% Permits (d) Yards 10 44 1. Town of Cortlandt Site Plan R3-2 24" 24" Approval, Steep Slope Permit, Tree Required Front Yard 10 166.8 9' Removal Permit & Building Permit "E 05'00 2. Westchester County Department Required Side Yard 10 16.1 West/30.1 East NO N49° HAL T of Health Well & Septic approvals ASP R7-1 12" 18" PARKING 3. New York Department of Required Rear Yard 10 32.8 ANY TIME Transportation Road Opening Permit (e) Maximum Height (stories) 2.5 1 5 3 2 .8 ' (f) Maximum Height (feet) 35 30 R7-8 12" 18" Index 2 4 .0 ' one story addition 5 34.6' 376 sq ft 1. Zoning Plan 2. Site Plan R8-31 T Existing Floor Area 4,649 HAL T 3. LandscapingMEN Plan S27°24'00"E 12" 6" ASP CNC. 4. ED EPART CU Building Plans & Elevations TIV Additions 2,107 EXE 12" 6" TRAVELED 16.1' 30.1' NYS N/F 22.15- TAX # 2 -1 Total Building Area 6,756 WAY 40.0' 7:00 AM TO 162.08' 9:00 AM R8-3hP 24" 18" 20.0' 10.0' CNC. & Employees 6 4:00 PM TO 6:00 PM WEEKDAYS Total 6 NO one story addition CNC. PARKING CNC. R8-31 12" 18" FIRE LANE 1,731 sq ft 1 STORY STRUCTURE #70 CNC. 16.1' 18.0' 98.0' 30.1' 34.1' N/F NYS EXECUTIVE DEPARTMENT R8-31 portion of building to remain ASPHALT 3,359 sq ft 54.0' 38.4' AREA=28060.8445±SQ.FT. ACRES=0.6442± TAX#22.20-2-1 CNC. CNC. E 1–22-26 for review JJG 4" 2 STORY R 15' N27°24'00"W 190.08' '2 0 ' sign per schedule portion of building to be removed °1 .89 2 9-29-25 for review JJG N2 60 NYS DISK R8-31 1,290 sq ft FOUND F O UND Date Issue Initial 5 0 .6 58.0' P. IPE N P OF PRO T O HAL R3-2 "No Left Turn" ' I R E P Zoning Plan ' N S 0.66 NER A ASPHALT 4" wide white epoxy paint OF 30.0' E 44' striping typical R ED G CO flanged channel post per NYSDOT TRAVELED WAY New Sales & Service Building W 7'-0" new 3' x 8'freestanding business '24" for identification sign °07 S43 11 2.78 ' FO GL INE SB R3-2 "No Left Turn" NB Leal Peterbilt LINE 70 Roa Hook Road 7 FOG Town of Cortlandt SB 1 NB Westchester County R7-8 "ADA Parking" New York IRON ROD "W Lot 1 Block 2 Section 22.20 FOUND ON 2 '22 4°5 0' PROP. CORNER S3 63.2 NB OAD R T SB OOK NB H AL A H IDG E R3-2 "No Left Turn" RO P R F AS L EB NYR7-5P "7 AM - 9 AM O IL GE E9 SV 4 PM - 6 PM WEEKDAYS" T D UT -ANN AL E SB R O LL Note: If safety or operational issues arise the PH US KSKI time restriction on NB left turn entering may AS TRY E PE . 185 0) be removed & all left turns prohibited 12" concrete EN Y H footing 36" below WA (S. grade - 3,000 psi @ 28 days NB PLAN Zoning Plan NORTH INE SB NB GL FO Scale: 1" = 20.0' PQ E G LIN R EEK 0 10' 20' 40' NY 024343-01 exp 03-31-2027 FO SB C Traffic Sign Detail Prepared with information taken from It is a violation of the law for any person, unless IL LE acting under the direction of the licensed architect, EV "Property Survey & Topography 70 Roa Hook C. S to alter any item in the plans, specifications or N CO RB AN N Rd (US RT 9) Cortlandt Manor, New York reports to which the seal of the architect has been applied in any way. If an item bearing the seal of an Prepared for Steven Auth" by Rowan Land CU NB architect is altered, the altering architect shall affix Surveying, PLLC dated October 14, 2017 to this item the seal and the notation "altered by" followed by the architect's signature and the date of AL such alteration and a specific description of the MET D NB U AR alteration. G L RAI IL U AR D RA existing 45MPH SPEED LIMIT sign to be relocated 250' east John J Gilchrist Sources: Esri, HERE, DeLorme, Intermap, increment P Corp., GEBCO, USGS, FAO , NPS , NRCAN, G eoBase, IGN, Kadaster NL, Ordnance S urvey, Esri Japan, METI, Esri China (Hong Kong), ME TAL G Architect swisstopo, MapmyIndia, © O penS treetMap contributors, and the GIS A Professional Corporation User Community 8 Coach Lane Site Location Plan Upper Saddle River SCALE: 1" =100' New Jersey 07458 Phone 201 573 1877 JJGAPC@gmail.com Peterbilt 1" = 20.0' 1 of 5 250311 Page 43 N/F NYS EXECUTIVE DEPARTMENT 25.1 JOHN J CLEARED TAX# 22.15-2-1 GRAVEL AREA GILCHRIST General Notes 20 17 ARCHITECT 20 25 a. Prior to any construction beginning, the Applicant shall obtain a building 28.6 22.8 A Professional Corporation 20 permit administered through the Department of Technical Services – Office of 18.3 Code Enforcement. 16.6 15.2 PQ b. Prior to the issuance of a building permit, the Applicant shall submit all third 36.4 27.2 16 party permits and approvals. 14.5 35 15 c. The Applicant shall organize a pre-construction meeting with representatives 33.2 14.6 17 34.6 30 19.0 16 34.8 of the Town of Cortlandt and NYSDOT. 15.6 IRON ROD 15 34 16.6 FOUND ON 25 PROP. CORNER 13 d. Prior to the issuance of a building permit, the Applicant’s Contractor shall 20 IR F 14 15.3 I RF submit a clearing and grading stakeout sketch as prepared by a licensed 30 15.7 1.2' 15.6 13.7 15.1 15.2 professional land surveyor that shall delineate the approved work area. All silt 0.3' dumpster & recycling area 10' 27.8 15.4 15.7 fencing shall be installed along this line and proper erosion and sedimentation 10' 26 25.6 22.5 17.4 15.5 garbage & recycling is the responsibility 12 of 9' 14.9 14.9 U 25 controls shall be installed and inspected. 166.8 WELL 22 the Owner through private carting services 17.7 00"E 9°05' 15 15 12 N4 CC 14.6 e. No construction debris or recycled material is permitted on site. All imported 15.2 HAL T domestic water well 24.6 17 ASP 25 to well 10 14.8 15.4 fill shall be laboratory tested and determined to be clean fill in accordance with 20 X CC 15.7 15.6 new bollards per detail9.7 applicable NYSDEC guidelines for residential and commercial fill. 24.8 16.2 A CRW 0.7' 14.3 CC 12.6 15.2 5 1.36' RIM:14.41' 12.5 B i n i mu m IRF 3 2 .8 ' f. Garbage and recycling is the responsibility of the Owner through private INV A: 12.97' 4"PVC 14.8 9.7 15 14.4 24.4 INV B: 11.21' 15"CPP 13 carting services. 16.3 A 12 15.7 Sources: Esri, HERE, DeLorme, Intermap, increment P Corp., 2 4 .0 ' 14.1 14.8 15.2 RIM: 14.2' 5 34.6' 100' m Site Location Plan B INV A: 10.68' N/F NYS EXECUTIVE g. The Owner/Applicant is advised that no blasting is permitted onsite without GEBCO, USGS, FAO , NPS , NRCAN, G eoBase, IGN, Kadaster NL, INV B: 10.68' 14.5 14 13.4 376 sq ft 17 15"CPP 14.2 15.3 13.6 Ordnance S urvey, Esri Japan, METI, Esri China (Hong Kong), 15.1 15.1 15.1 15.2 an approved rock removal and blasting plan as approved by the Department of 23.8 CRW 14.8 15.1 15.6 11.4 DEPARTMENT 15 swisstopo, MapmyIndia, © O penS treetMap contributors, and the GIS 15 Technical Services. SR T MEN T 12.7 HAL S27°24'00"E ART W 23 ASP TAX# 22.15-2-1 User Community 15.1 15.4 12.5 D EP 16.2 15.0 CNC. 15.7 TIVE W 15.5 h. At the completion of construction a comprehensive as-built survey is required 14.3 15.2 15.1 U SR EXECU NYS 14.7 30.1' 2 -1 and shall be prepared by a NYS licensed land surveyor. 14.4 U U 15.1 N/F 22.15- TRAVELED 16.1' U 15.2 15.7 15.7 TAX # WELL 15.0 N BASI : LET ' CHAMBERS WAY CHAMBERS 40.0' X UNDER14.9 15.3 E IN 5 H PIP PP: 12. C CAT UNDER i. At the completion of construction, the Applicant’s Engineer shall certify that 18 ' : 7.38 "CMP 22.8 24"C L all retaining structures were built in accordance with the approved plans on file 22.6 M E ' 12 U RI : 6.23 " PIPE 162.08' 24"C with the Town and that all factors of safety for sliding, overturning and 15.5 20.0' 10.0' 16.4 V 1 20 CNC. IN '8 : 3.63 15.6 settlement have been met. CP INV 2 .63' 24" R PP 14.6 ROOF DRAIN 21.4 :3 15 INV 3 (TYPICAL) 14.9 15.1 20 j. A foundation survey is required to be submitted to the Department of Technical 15.2 16 22.3 22 16.0 16.3 Services upon completion which shall verify that all footings and setbacks including 2 CNC. 15.0 15.2 CNC. 15.3 17.5 27.4 1 STORY 15.2 15.1 15 28.1 granted variances have been met 1,731 sq ft 14.2 CNC. CO U U U U U STRUCTURE #70 18.6' U 1 21.0' 15.0 15.0 25 k. Copies of permit & approved plans shall always be on the work site during 16.1' 18.0' 98.0' 30.1' 3 A 34.1' U 15.2 15.1 15 P construction 21.8 RIM: 14.10' 14.5 14.8 15 16.7 21.5 12 " CM 7.76 20 21.5 N/F NYS EXECUTIVE DEPARTMENT 23.5 20 20 INV A: 10.26' U U ASPHALT SB B 4.0' 10.8' TAX# 22.15-2-1 INV B: 10.26' U l. Excess cut soil shall be legally disposed of off site. No rock crushing is proposed. 1–22-26 for review JJG 17 15"CPP 3,359 sq ft 54.0' 15.2 14.8 14.7 SB SSB B 18 CHAMBERS EOA UNDER 16.1 m. On site soil to be used for any purpose on site shall be certified by the design U 15.2 14.4 9-29-25 for review JJG 10 38.4' 21.6 15.3 CRW 15.0 15 professional and approved by town engineer. 14.5 AREA=28060.8445±SQ.FT. 14 13.5 9 8 SB 15 ACRES=0.6442± 13.4 14 14.1 U TAX#22.20-2-1 12.5 SB Date Issue Initial CNC. CNC. E 15 12.4 10 4" 0.2' 13.7 2 STORY 13.5 CC 13.7 9.30 R 15' N27°24'00"W 10.3 2 Site Plan 20.9 U ' SRW 8.5 10 9' 21 13 14.6 14.8 14.6 2° 0.8 8.6 NB NYS DISK 2 LINE SB 14.7 8.8 1,290 sq ft N 6 FOG 14.9 12.2 FOUND 8.5 9.6 0 21.5 CC 13.4 12.4 U N D 1 8.9 FO 12.4 12 SB 5 0 .6 58.0' 12 P. IPE PRO 9.6 15 190.08' 9.6 N P 9.22 LT NB IRO NE OF 8.8 ' HA9.7 14.3 22.2 ' SP NB 0.66 NER FA ASPHALT 14 9.6 8.16 ET: 22 EO 30.0' IIRF RF UTL 9 44' 21.5 R 9.5 D G E O 9.2' CO 10.3 14.2 12.1 P 13.8 13.5 10.0 10.3 IIPF PF E 9.7 PI PP: SB N/F NYS EXECUTIVE 24"C 9.6 12.3 CC 10 9.7 9.9 9.57 New Sales & Service Building DEPARTMENT TRAVELED 9.7 CC 9.7 10 9.9 NB for 13 RIM: 11.77' SRW 10.2 9.8 GRAVEL 9.6 10.27 WAY 9.6 Leal Peterbilt RIM: 13.73' 13.6 RIM: 9.35' 6' curb terminal NB INV A: 7.33' 15"CPP 11.1 TAX# 22.15-2-1 21.4 14.5 A INV A: 9.45' INV B: 9.35' INV B: 9.17' 4"PVC CC INV: 7.58' CC 5 20 INC C: 7.2' 15"CPP B 15"CPP 10' external curb extension 15"CPP 12.8 12.2 A 9.84 B CC C new pavement 8.53 6.71 70 Roa Hook Road 10.1 13.9 13.2 CC W 10.7 9.5 GRAVEL 10.18 NB Town of Cortlandt 12.6 '24 "11.7 Flood Linesawcut pavement 2' from white line new 100 Year10.2 A B °07 CC Westchester County S1343 Elev. 10.5 NGVD 1929 13.5 D 10 SB E 15.5 RIM: 13.51' ' 10.2 GL IN New York 2.78 INV A: 6.21' C 12.5 FO 8 13 INV B: 6.21' 1 1 10.2 NB 5.63 Lot 1 Block 2 Section 22.20 LINE Oil15Water Separator 12.5 INC C: 6.0' 11.5 8.80 9.9 FOG 10.3 top 10.5 15"CPP L RAI 10.19 7 90.8 see detail on drawing 7 10.2 10 B RD 100 YearSFlood Line GUA ' A NB AL MET 12.4 10.4 11.7 Elev 10.5 NGVD 1929 12 10.51 B 10' external curb extension (Elev 9.5 NAVD) 7.10 IRON ROD "W '22 CC 10.4 11.7 FOUND ON 2 4°5 0' 11.6 9.13 S3 63.2 NB 12.2 IPF 6' curb terminal PROP. CORNER 10.38 D RIM: 9.59' 10.5 OA 11 INV A: 5.72' 15"CPP 8 R INV B: 5.44' 24"RCP OK IRF 10.8 NB O IRF T SB 5 11.5 AL10.6 A H DG E 7.35 24 H RI RO 11.2 10.9 P 10.36 AS EB 11.4 "R F ILL 11.3 99. CC 10.7 O 9.36 9 V CP 10.8 GE TE S 2 7' D N AL T E SB R OU LL-AN PH US KSKI AS TRY 10.86 10.7 E PE . 185 0) EN Y H (S. 10.66 WA 10.9 11 11.1 CC 97 10 NB .1' PLAN NY 024343-01 exp 03-31-2027 10.9 10.8 E 7.84 Site Plan NORTH It is a violation of the law for any person, unless acting under the direction of the licensed architect, LIN 5 SB NB FO G Scale: 1" = 20.0' to alter any item in the plans, specifications or reports to which the seal of the architect has been applied in any way. If an item bearing the seal of an E 11.54 G LIN 9.59 R EEK 0 10' 20' 40' architect is altered, the altering architect shall affix to this item the seal and the notation "altered by" FO SB C Prepared with information taken from LLE followed by the architect's signature and the date of 7.68 . 10.8 VI "Property Survey & Topography 70 Roa Hook such alteration and a specific description of the ONC 10.76 R TE RK) 24" RCP N N SE Rd (US RT 9) Cortlandt Manor, New York alteration. C RB A A John J Gilchrist W A EL: 1.3' Prepared for Steven Auth" by Rowan Land CU NB E OF ER M G T Surveying, PLLC dated October 14, 2017 ED H WA G (H I Architect AL MET D NB U A R G IL RA 9.72 9 RA IL A Professional Corporation SB RD LG U A 8 Coach Lane TA SB ME Upper Saddle River 11.43 8.20 New Jersey 07458 10.80 7.22 Phone 201 573 1877 . NB NC B JJGAPC@gmail.com CO UR 7 Peterbilt C NB LINE 1" = 20.0' G 2 of 5 FO 250311 Page 44 JOHN J Permanent Seeding: Tree Removal & Protection Notes GILCHRIST Permanent seeding will be applied immediately after the final 1. All removal of trees on property are to be minimized ARCHITECT design grades are achieved at the site but no later than 14 days & shall be tagged by the contractor & inspected by the A Professional Corporation N/F NYS EXECUTIVE DEPARTMENT after construction activities have permanently ceased. After Town of Cortlandt prior to cutting. Tree wells shall be CLEARED TAX# 22.15-2-1 25.1 the entire site is stabilized, any sediment that has accumulated constructed around all trees that would be impacted as GRAVEL AREA will be removed and hauled off site to a licensed landfill a result of cutting & filling 20 17 facility. Construction debris, trash, and temporary BMP’s will 20 25 22.8 28.6 also be removed in areas disturbed during removal will be 2. All trees designated for preservation shall be clearly 20 18.3 seeded immediately. marked w/ a bright colored ribbon or other easily 16.6 15.2 27.2 discernible method. 36.4 16 Seedbed Preparation: 35 14.5 33.2 15 14.6 17 34.6 30 19.0 16 34.8 a. Topsoil will be spread over final graded areas at a minimum 15.6 15 34 16.6 depth of four inches. 25 20 IRF 13 14 15.3 I RF b. The seedbed will be free of rocks, woody debris and other 30 15.7 1.2' 15.6 13.7 objectionable material. 15.1 15.2 0.3' 27.8 15.4 15.7 26 c. Fertilizer will be applied to the seedbed as specified in the 25.6 22.5 17.4 15.5 14.9 14.9 U 12 25 WELL appendix. 22 15 17.7 15 12 CC 14.6 d. Topsoil will be loosened by raking, tilling or other suitable 17 15.2 HAL T 24.6 ASP methods. 25 10 14.8 15.4 8'-0" 20 CC 15.7 15.6 9.7 Installation schedule: Portions of the site where construction 0.7' 14.3 24.8 16.2 CRW CC 12.6 A 15.2 5 1.36' RIM:14.41' 12.5 IRF B activities have permanently ceased will be stabilized, as soon 3 2 .8 ' INV A: 12.97' 4"PVC 14.8 9.7 15 14.4 3'-0" 24.4 INV B: 11.21' 15"CPP 13 16.3 A 12 15.7 as possible but not later than 14 days after construction ceases. 2 4 .0 ' 14.1 14.8 15.2 RIM: 14.2' 5 34.6' B INV A: 10.68' INV B: 10.68' 14.5 14 13.4 376 sq ft 17 13.6 Maintenance and Inspection: All seeded areas will be inspected 4" x 4" steel post 23.8 CRW 15"CPP 14.2 14.8 15.1 15.1 15.1 15.1 15.2 15.6 15.3 11.4 3'-0" R8-31 15 15 SR T MEN T 12.7 HAL weekly during construction activities for failure until a dense ART W 23 ASP 15.1 15.4 12.5 D EP 16.2 15.0 CNC. 15.7 TIVE W 15.5 14.3 15.2 15.1 U SR EXECU cover of vegetation has been established. If failure is noticed 14.4 14.7 U U 15.1 30.1' NYS N/F 22.15- 2 -1 TRAVELED 16.1' WELL U 15.0 15.2 15.7 15.7 TAX # : LET ' CHAMBERS on the seeded area, the area will be seeded, fertilized and WAY CHAMBERS 40.0' UNDER14.9 15.3 E IN 5 22.8 UNDER PIP PP: 12. 18 Freestanding Sign Detail 22.6 U 24"C mulched immediately. After construction is complete at the site 24"C 16.4 15.5 20.0' 10.0' 20 CNC. 15.6 permanent stabilization measures will be monitored until final 1–22-26 for review JJG PP 14.6 ROOF landscaped areas to be mulched w/ 21.4 SCALE: 1/4" = 1'-0" 15 DRAIN (TYPICAL) 14.9 3" of hemlock bark mulch 15.1 20 stabilization is reached. 15.2 9-29-25 for review 16 limit of disturbance 22.3 22 16.0 16.3 JJG CNC. 15.0 15.2 CNC. 15.3 17.5 27.4 1 STORY 15.2 15.1 15 28.1 1,731 sq ft 14.2 U U U U U U STRUCTURE #70 CNC. Date Issue Initial 15.0 15.0 25 16.1' 18.0' 98.0' 30.1' Landscaping Plan A 34.1' U 15.2 15.1 15 Plant List 21.8 14.5 14.8 15 16.7 21.5 RIM: 14.10' 20 21.5 N/F NYS EXECUTIVE DEPARTMENT 23.5 20 20 R8-31 B INV A: 10.26' U U ASPHALT TAX# 22.15-2-1 INV B: 10.26' U 17 Key Scientific Name Common Name Quantity Size 15"CPP 3,359 sq ft 54.0' 15.2 14.8 14.7 SB SSB B 18 CHAMBERS UNDER 16.1 DW Cornus Sericea "Flaviramea" Yellow Twig Dogwood 2-3” U 15.2 14.4 38.4' 21.6 15.3 CRW 15.0 15 AREA=28060.8445±SQ.FT. 14 RJ Juniperus Horizontalis "Wilton" Wilton's Blue Rug Juniper 2 gallon 14.1 14.5 U 15 ACRES=0.6442± 13.4 14 13.5 12.5 TAX#22.20-2-1 ML Kalmia latifolia Sarah Sarah Mountain Laurel 2 gallon CNC. 0.2' 2 STORY CNC. 13.5 R 15' CC 13.7 13.7 15 12.4 10.3 10 New Sales & Service Building 8.5 GC Chamaecyparis pisifera Golden Cyprus 2 gallon 20.9 U SRW for X 21 13 14.6 14.8 14.6 8.6 BS WA Picea pungens Waldbrunn Azalea Delaware Valley White Waldbrunn Dwarf Blue Spruce White Azalea 5 gallon 5 gallon 21.5 R8-31 CC 14.7 14.9 1,290 sq ft 13.4 12.2 12.4 NYS DISK FOUND UND 10 8.5 8.9 8.8 9.6 Leal Peterbilt 12 12.4 2DW FO SB 70 Roa Hook Road 5 0 .6 58.0' 12 P. PIPE PRO 9.6 15 9.6 R Rhododendron Northern Starburst Rhododendron 3 gallon N 9.22 LT Town of Cortlandt IRO NE OF 8.8 R3-2 "No Left Turn" ' HA9.7 14.3 22.2 ' SP 50 RJ 0.66 NER FA Westchester County ASPHALT 9.6 4" wide2white epoxy paint 14 ET: EO 30.0' IIRF 2 RF UTL 9 44' 21.5 striping typical R 9.5 D G E O 9.2' New York CO 10.3 14.2 12.1 10.0 E PIP PP: 10.3 13.8 13.5 IIPF P F 9.6 9.7 24"C 18 RJ 12.3 CC 9.7 9.9 9.57 Lot 1 Block 2 Section 22.20 10 9.7 10 CC 9.7 TRAVELED 10.2 9.8 GRAVEL 10.27 9.9 13 RIM: 11.77' SRW 9.6 21.4 WAY 14.5 A RIM: 13.73' INV A: 9.45' 13.6 INV A: 7.33' 15"CPP INV B: 9.17' 4"PVC 11.1 RIM: 9.35' INV: 7.58' CC 9.6 NB INV B: 9.35' CC 20 INC C: 7.2' 15"CPP 15"CPP 15"CPP B 12.8 12.2 A 9.84 B CC C 8.53 10.1 CC 10.7 9.5 10.18 state right of way to be seeded NB 13.9 13.2 GRAVEL new 3' x 8'freestanding business 12.6 11.7 10.2 A identification sign 13.5 B CC D 13 RIM: 13.51' 10 INE SB R3-2 "No Left Turn" 15.5 INV A: 6.21' C 10.2 GL 12.5 FO 8 13 INV B: 6.21' 10.2 NB 15 12.5 INC C: 6.0' 11.5 9.9 8.80 LINE FOG 15"CPP 10.3 10.19 7 10.2 10 SB REMOVE ENOUGH WHOLE BRANCHES TO REDUCE FOLIAGE BY 1/3 (ALWAYS PRUNE TO NODE OR A NB 12.4 CROTCH RETAINING NORMAL PLANT SHAPE, DO DO NOT CUT LEADER 10.4 11.7 NOT CUT LEADER) 12 R7-8 "ADA Parking" 10.51 B 7.10 REMOVE ENOUGH WHOLE BRANCHES TO REDUCE CC IRON ROD 10.4 FOLIAGE BY 1/3 (ALWAYS PRUNE TO NODE OR 11.7 FOUND ON 11.6 9.13 NB CROTCH RETAINING NORMAL PLANT SHAPE, DO 12.2 IPF NOT CUT LEADER) PROP. CORNER 10.38 D RIM: 9.59' 10.5 OA 11 INV A: 5.72' 15"CPP 8 R INV B: 5.44' 24"RCP OK 2 STRANDS NO. 12GA GALVANIZED ANNEALED IRF NB STEEL WIRE-TWISTED IN NEW RUBBER HOSE 10.8 O IRF T 6' MAX. MINOR TREE 5 SB H 7' MIN. MAJOR TREE AL10.6 E 7.35 A DG 11.5 H R3-2 "No Left Turn" NY 024343-01 exp 03-31-2027 2 STRANDS DOUBLE I O 11.2 10.9 SP BR WRAPPED AND TWISTED CIRCLED WATERPROOF TREE WRAPPING 11.4 CC 11.3 10.36 F A state right of way to be seeded 9.36 R IL L E NYR7-5P "7 AM - 9 AM It is a violation of the law for any person, unless EO 9 SV PAPER 4" SIDE-50% OVERLAP-TIED 10.7 MULCH (3" LAYER) AS SPECIFIED WITH STOUT HEMPCORD AT TOP OF 10.8 G T E N 4 PM - 6 PM WEEKDAYS" 2 acting under the direction of the licensed architect, ED U N 6' MAX. MINOR TREE OVER ENTIRE BED T 7' MIN. MAJOR TREE to alter any item in the plans, specifications or SB BALL AND AT HEIGHT OF 2-ND BRANCHES PITCH AWAY FROM TREE TRUNK H AL S RO ILL-A Note: If safety or operational issues arise the reports to which the seal of the architect has been P U SK ) FORM 3" HIGH TOPSOIL LIP AROUND EACH time restriction on NB left turn entering may AS TRY EK SHRUB TO PROVIDE WATERING SAUCER applied in any way. If an item bearing the seal of an 850 FORM 4" HIGH TOPSOIL LIP EDGE OF TREE PIT TO FORM WATERING 10.86 10.7 P E be removed & all left turns prohibited architect is altered, the altering architect shall affix SAUCER EN Y H . 1 (S. 10.66 to this item the seal and the notation "altered by" WA 10.9 6" 11 4" TREE BALL 4" 11.1 followed by the architect's signature and the date of CC ROOT BALL such alteration and a specific description of the 10 VARIES alteration. TOPSOIL MIX BACKFILL VARIES TOPSOIL MIX BACKFILL NB PLAN CUT AND REMOVE BINDING FROM TRUNKS CUT AND REMOVE BINDING FROM TRUNK 10.9 10.8 E 7.84 Landscaping Plan NORTH John J Gilchrist LIN AND AS MUCH BALL AS POSSIBLE 6" AND AS MUCH BALL AS POSSIBLE 5 SB NB CUT AND REMOVE BURLAP AT UPPER 1/3 CUT AND REMOVE BURLAP AT UPPER 1/3 G FO Architect 6" OF BALL Scale: 1" = 20.0' OF TREE BALL E 16" TAMPED TOPSOIL MIX CUSHION 6" LIN EK 0 10' 20' 40' TAMPED TOPSOIL MIX CUSHION 6" 11.54 FO G 9.59 C R E A Professional Corporation SB CEDAR STAKES MIN. 3" DIA., 3'-0" LENGTH Prepared with information taken from LLE VARIES 3 STAKES @ 120 DEG. PER TREE 6" 6" 12" VARIES 12" 7.68 STAKES TO BE DRIVEN IN AFTER . 10.8 VI "Property Survey & Topography 70 Roa Hook 8 Coach Lane SE ATTACHING TENSION WIRE TO TREE NC 10.76 N Rd (US RT 9) Cortlandt Manor, New York O C RB AN NOTES: 1. CONTRACTOR SHALL HAVE THE OPTION OF PLANTING SHRUBS IN INDIVIDUAL PITS AS SHOWN OR IN UNINTERRUPTED EXCAVATION FOR ENTIRE BED, IN NOTES: 1. PROVIDE 3" LAYER OF MULCH AS SPECIFIED OVER ENTIRE WATERING SAUCER AT ALL CU NB Prepared for Steven Auth" by Rowan Land Surveying, PLLC dated October 14, 2017 Upper Saddle River New Jersey 07458 EITHER CASE BACKFILL WITH TOPSOIL MIX AS SPECIFIED. TREE PITS OR OVER ENTIRE TREE BED. AL MET D NB A R Phone 201 573 1877 G U DECIDUOUS TREE N.T.S. IL SHRUB PLANTING N.T.S. RA 9.72 9 IL RA JJGAPC@gmail.com ARD U Peterbilt ALG 1" = 20.0' T 3 of 5 ME 250311 1 Page 45 JOHN J 18'-0" 8'-0" 7'-8" 34'-8" 16'-4" one story addition 31'-4" addition GILCHRIST addition to service bays 376 sq ft ARCHITECT A Professional Corporation portion of existing building to remain 10'-0" existing office area to remain addition 12'-0" newe serive bats service bay addition Storage Storage Mech'l Office 10'-0" 26'-0" addition +12'-8" +12'-8" 3 Mezzanine 3 Mezzanine new ADA restroom 28'-0" Storage existing restroom 19'-4" Office ±0" ±0" Office 22RISE(6 29/32") UP 21RUN(11") 2 First Floor 2 First Floor steel stair 1 2 3 10 12 13 14 15 16 17 18 19 20 21 22 11 4 5 6 7 8 9 East (Right Side) Elevation Parts SCALE: 1/8" = 1'-0" three existing car wash bays to be used as service bays 15'-8" 18'-0" existing wash bay to be used as parts storage new construction portion of building to remain 1–22-26 for review JJG existing to remain two wash bays to be demolished 9-29-25 for review JJG new construction 1,290 sq ft Date Issue Initial 31'-4" Floor Plan & Elevations four new service bays 3,021 sq ft New Sales & Service Building for portion of building to be removed Leal Peterbilt 70 Roa Hook Road addition 7'-0" Town of Cortlandt Westchester County New York Lot 1 Block 2 Section 22.20 North (Rear)Elevation 58'-0" addition SCALE: 1/8" = 1'-0" First Floor Plan SCALE: 1/8" = 1'-0" service bays addition portion of existing building to remain NY 024343-01 exp 03-31-2027 It is a violation of the law for any person, unless new service bays acting under the direction of the licensed architect, to alter any item in the plans, specifications or reports to which the seal of the architect has been existing to remain applied in any way. If an item bearing the seal of an architect is altered, the altering architect shall affix to this item the seal and the notation "altered by" followed by the architect's signature and the date of such alteration and a specific description of the alteration. John J Gilchrist 30'-0" +12'-8" +12'-8" 3 Mezzanine 3 Mezzanine Architect A Professional Corporation 8 Coach Lane Upper Saddle River ±0" ±0" 2 First Floor 2 First Floor New Jersey 07458 Phone 201 573 1877 JJGAPC@gmail.com West (Left Side) Elevation South (Facing Rt 9) Elevation 1/8" = 1'-0" Peterbilt SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" 4 of 5 250311 Page 46 January 21, 2026 Mr. Michael Preziosi Director D.O.T.S Town Hall 1 Heady Street Cortlandt Manor, NY 10567 Re: Dakota Concrete - Response to Comment Letter Dated August 14, 2025 Dear Mr. Preziosi: On behalf of the Applicant, and in connection with the above-referenced Site Plan application, we submit this correspondence in response to the comment memoranda dated August 14, 2025, issued by LaBella Associates in response to the Applicant’s May 2025 submission. All corresponding drawings and supporting materials are updated to reflect these completed revisions and are included with this submission. Below are written responses to each of the comments in Labella’s letter. Administrative 1. ALL plans subsequently submitted to the Town for review must be designed for construction and be complete for review by all regulatory agencies having jurisdiction (e.g. WCDOH, NYSDEC, etc.). Response: All drawings are "For Construction", ready for review by jurisdictional agencies. 2. ALL approvals must be received by regulatory agencies having jurisdiction prior to commencement of ANY construction activities. Response: All required permits will be obtained prior to commencing construction. 3. This office understands the existing on-site water supply (including meters, backflow prevention, and adequacy of pipe sizes) is under review by DOTS, and therefore comments related to the existing water facilities are excluded from this review. Response: Noted 4. Provide a copy of the 50-wide access easement. Page 47 Dakota Concrete / Dakota Recycling Response to Comments Page 2 Response: Copy of the 50’ wide easement has been requested. 5. It is difficult to distinguish between what is proposed and what is existing on the plans as the linework and callouts are all bold. Please provide different line weight and callouts for existing and proposed features on the plans. Response: Proposed work is highlighted on the drawings. Proposed improvements include: Recycling Facility 1. Expanded Detention Pond. 2. Delineated Emergency Traffic Lane. 3. Updated track pad area, raised asphalt berms, and wheel wash area. 4. Concrete washout improvements at recycling facility. Concrete Facility 5. General stormwater improvements at the concrete plant area. 6. Proposed Detention Pond. 7. Improved Raised Asphalt Berms. 8. Fire Hydrant to be made operational for fire suppression in compliance with 10 state standards. 6. Provide verification that all water supply lines are protected with a WCDOH approved backflow prevention device and all devices shall be logged with recent inspections uploaded to https://bsionline.com. Response: A backflow prevention device is shown on the project plans; see Drawing CLA-9A. The NYSDOH Certificate of Approval for the backflow prevention device (Log No. CC-1055, dated March 6, 1992) is included for reference. 7. There appears to be water surfacing near the driveway to Dakota Supply Corp Masonry Yard and Dakota Recycling Services. We request this be investigated and confirmed it is not a waterline break. Response: Damaged line was repaired. 8. Provide construction compliance documentation from WCDOH for the on-site septic disposal system. Response: As-built septic system drawings, approved and signed by Westchester County on September 30, 2005, are attached. - Designs that Build – Page 48 Dakota Concrete / Dakota Recycling Response to Comments Page 3 9. Providing current NYSDEC Registration for C&D Processing. Response: Part 360 Registration is provided. Full EAF 1. D.2.g (P6) – Will any air emission sources named in D.2.f (i.e., facility vehicles, concrete, and processing plant) require a NY State Air Registration, Air State Facility Permit, or Federal Clean Air Act Title V or Title IV Permit? The “Yes” box is checked off and the notation provided therein states that the “Site is currently covered under existing Air Permit.” While I assume the answer provided here refers to the County’s Certificate to Operate issued to DRS and DCS, there were no federal or state air permits found in the supplied doc. Response: The recycling operation is subject to state air regulations. An application for a state facility registration was submitted on July 15, 2025, approval was received on May 12, 2025. Batch concrete operations are exempt under state air regulations (201-3.2(c )(37)). No other federal or state air permits are required. 2. D.2.i (p7) – Will the proposed action result in the release of air pollutants? The “Yes” box is checked off and the notation provided therein states that the “proposed action will not increase air pollutants above current levels.” Not clear what the “current levels” of “air pollutants” are. The County has listed opacity (7% not to be exceeded) as the only parameter that the DRS operations must adhere to. Response: The recycling facility generates particulate and combustion source air emissions. Permits have been obtained for these emissions sources. The action being undertaken for which the EAF is required (obtaining site plan approval) will not result in a change to the emissions sources or to the emissions being generated. Plans 1. Cover Sheet – Provide a Town signature Block. Response: Town signature block added. 2. Cover Sheet – Provide tax parcel ID number of site on the cover sheet. Response: Tax parcel ID number added to cover sheet. - Designs that Build – Page 49 Dakota Concrete / Dakota Recycling Response to Comments Page 4 3. Cover Sheet – Provide a bulk and parking tables for each individual use. Response: Parking information added to drawing. 4. Cover Sheet - Please identify the locations of school, zoning, and special district boundaries on the location map. Response: Applicable school, zoning, and special districts added to drawing. 5. Cover Sheet – Explain the meaning of Note 1 which states “All conditions of approval as noted in formal letters of approval of findings are part of the approved site plan, drawings or plans, and hereby referenced for additional approved details.” Response: Note is updated to read, “All conditions of approval as noted in letters of approval or findings by departments or agencies having jurisdiction are incorporated into the approved site plans.” 6. CLA-01 – Applicant shall clarify how their front yard and side yard setbacks were established as the shared access drive is a private road. Response: Based on 2004 site plan approvals, setbacks were originally approved as follows: 50’ foot Easement – 20’ Setback North Property Line – 20’ Setback East Property Line – 20’ Setback Based on meeting with the Town on December 09, 2025, the following setbacks were verified. Albany Post Road – 40’ Front Setback 50’ foot Easement – 20’ Setback North Property Line – 20’ Setback East Property Line – 20’ Setback The Applicant requests an interpretation from the Planning Board regarding the East property line setback. 7. CLA-01 – The existing concrete block forms are located within the proposed front yard setback and the existing plant is located within the proposed side yard setback. Are there existing variances for the encroachments? Response: No variances were obtained for the Concrete Facility. 8. CLA-01 – Stockpiling activities associated with the lease area for Dakota Recycling Facilities is encroaching onto The Dakota Supply Corp. property. The stockpiles should be relocated as part of - Designs that Build – Page 50 Dakota Concrete / Dakota Recycling Response to Comments Page 5 the project? Please add a note to the plan indicating there shall be no stockpiling of material associated with Dakota Recycling Services on the Dakota Supply Corp lease area. Response: Stockpiles adjusted to ensure they do not encroach onto the Dakota Supply Corp. property. Note added to drawing. 9. CLA-01 – Identify parking areas for employees and concrete trucks. Response: Employee and concrete truck parking areas added to project plans. 10. CLA-01 - Provide details for new paved wheel wash pad, mountable berm, and hose bid. Response: Wheel wash pad and mountable berm details added to drawings. The existing hose bib consists of a 5/8” hose with nozzle. Line and location of nozzle is shown on drawing CLA-9A. 11. CLA-01 – New paved wheel wash should be shifted north away from high point. Response: The paved wheel wash pad shifted north to ensure runoff from the wash area drains back into the site and not down the shared access road. 12. CLA-01 – Depict how the new hose bib is being connected to the water supply and provide details. Response: See Plans Response to Comments #10. 13. CLA-01 – The Town of Cortlandt Zoning Code limits heights of stockpiles to 20-ft. Provide a note on the plans stating same and show regrading of stockpiles to meet the height requirements. Response: Note added to plans stating stockpiles shall not exceed 20’ in height. Stockpiles are regraded showing compliance with regulations. 14. CLA-01 – Provide a detail of the inspection limit curb. A 6-inch curb (presumed) does not appear to be high enough to provide a delineation for stockpiles in excess of 25-ft. Higher alternatives should be considered, detailed, and discussed how they will be installed. Response: The applicant will maintain a 4-foot area free of stockpiles and materials in front of the existing curbs and Jersey barriers. Providing a 4-foot inspection area behind the adjacent bins is not practical. To address this, the bin walls will be raised by two additional courses of block to ensure materials do not overtop the walls or migrate toward the adjacent fence and property line. - Designs that Build – Page 51 Dakota Concrete / Dakota Recycling Response to Comments Page 6 15. CLA-01 – Clarify 4 ft minimum area between curb/property line and stockpile shall be kept clear for inspections. As the curb does not approach the property line, property line should be eliminated from the note. Response: Note is revised to read, “Inspection perimeter setback to be kept clear for inspections.” 16. CLA-01 – Confirm the composure of the emergency access drive and explain how it will provide all weather driving capabilities in accordance with Section 503.2.3 of the Fire Code of New York State. Response: The current gravel access road is constructed of gravel and has a demonstrated history of supporting vehicles weighing in excess of 75,000 pounds, consistent with the requirements of the New York State Fire Code. The road has been routinely used by heavy vehicles without structural failure or operational limitations. In addition, the access road has been utilized on a year-round basis and has consistently provided an all-weather driving surface. The road is actively maintained and cleared during periods of inclement weather, including snow and ice conditions, ensuring continuous and reliable access for emergency vehicles at all times. 17. CLA-01- Per Table B-2 of NYSDEC the minimum horizontal separation distance between an absorption field and stormwater management practice discharging stormwater to surface water is 100 ft. The proposed detention facility is within 100-ft of the existing absorption field. A waiver from the WCDOH will be required. Response: The system is approved by the WCDOH. Pond (with expansion) does not encroach on septic system. See Administrative Response to Comment #8. 18. CLA-01 – Material stockpile on northern side of property appears to be sloping into the neighboring property. Response: Facility operations will ensure that no material leaves the site. See Plans Response to Comments #8. 19. CLA-01 – Although not required by NYSDEC, can a roof structure be provided over tanks with secondary containment dikes to prevent precipitation from entering the dikes. Response: The facility chooses to manage accumulated precipitation in accordance with SPDES secondary containment requirements (see SWPPP). A roof structure is not proposed. 20. CLA-01 – Depict location of rumble strips discussed in SWPPP for Dakota Recycling Services and Dakota Concrete Services. - Designs that Build – Page 52 Dakota Concrete / Dakota Recycling Response to Comments Page 7 Response: The tire wash pad for the recycling facility consists of an impermeable rumble strip. See detail on Drawing CLA-11. The concrete facility is completely paved; a rumble strip is not proposed for the concrete plant area. SWPP language has been updated. 21. CLA-01 – Identify the chemical storage tanks behind and within Trailer 3, size of tanks, and what the chemicals consist of. Do these tanks require secondary containment? Response: The storage tanks contain additives used in concrete production and are bio-degradable. They are not subject to the chemical bulk storage regulations and secondary containment is not required for the tanks. Inventory of materials can be found in the SWPPP. 22. CLA-01 – Provide the sizes of the water main and locations and sizes of water services for the on- site facilities. It is understood the water main is being reduced from 8” down through the 4” backflow device. The design engineer of record shall also provide certification that the flow is not restricted as to impair use of onsite hydrants. Response: Water lines and sizes are shown on CLA-9A & 9B. Hydrant and water lines will be in compliance with 10 State Standards. 23. CLA-01 – Provide a detail of the existing meter pit for Town Records. Response: Meter pit detail added to plans. See Drawing CLA-9A. 24. CLA-01 – Provide the hours of operations for the two businesses on the plan. Response: Hours of operation at both facilities will be 6AM to 4PM Monday – Saturday or as needed. Drawings revised per comment. 25. CLA-02 – Provide acronyms on plan (i.e. EPSTP, EPP03.) Response: The referenced labels are not acronyms. They are emission point ID numbers corresponding to the WCDOH emission point certificates to operate. Description of emission points added to drawing. 26. CLA-03 – Provide a legend to define acronyms on plan (i.e. EPSTP, EPP03.) Response: See Plans Response to Comments #25. - Designs that Build – Page 53 Dakota Concrete / Dakota Recycling Response to Comments Page 8 27. CLA-04 – Clarify how water is provided for spray heads on Sandvik QE442 scalping screen, Sandvick QJ341 jaw crusher and closed-circuit plant. This should also be shown on Sheet CLA-01. Response: Note added to the drawings indicates water for spray heads is provided using hoses that are deployed seasonally when the equipment is operating. The location of the hoses are shown on CLA-9A. 28. CLA-05 – Clarify how water is provided for spray heads on TS80 Stacker, 36-60 Stackers 1 and 2. This should also be shown on Sheet CLA-01. Response: See Plans Response to Comments #27. 29. CLA-06 – The survey shows asphalt berms along the entire length of the concrete plant adjacent to the shared easement. CLA-6 identifies two breaks in the asphalt berms of 40-ft and 30-ft. Are these proposed? If so, how is surface runoff being directed so it does not travel onto the shared access easement? Response: The project drawings show improved raised asphalt areas that direct water towards the stormwater treatment practices. See detail on Drawing CLA-11. 30. CLA-06 – The integrity of the existing asphalt berms on north side of site appears to have deteriorated over time and in need of maintenance of reconstruction to continue to divert runoff. Response: See Plans Response to Comments #29. 31. CLA-06 – Depict the area on this plan where concrete trucks are allowed to stage. Response: Drawing revised to show concrete truck staging area. 32. CLA-06 – Is the asphalt berm and chain link fence proposed on the south side of the shared access road? Said features are not shown on the survey. If proposed, please provide details. Response: Asphalt berm and fence are existing features as shown on the updated survey. 33. CLA-06 – Plan depicts a new stormwater catch basin and hydrodynamic separator. Is the hydrodynamic separator proposed or existing? If it exists, it is not shown on the survey. If proposed, please provide construction details. Response: The catch basin, pre-treatment storage basins and the hydrodynamic separator are existing features. See updated survey. - Designs that Build – Page 54 Dakota Concrete / Dakota Recycling Response to Comments Page 9 34. CLA-08 – The plans depict trucks backing into the concrete washout. Shouldn’t the trucks be backing into the waste concrete disposal area as well? The existing grading will prohibit this. Response: Grading adjusted in the vicinity of the concrete washout area. The applicant is proposing to use the existing concrete washout area with modifications. See updated plans and associated details. 35. CLA-08 - Where does the recycled water end up? Response: Concrete washout water will be pumped to a frac tank, where it will be treated using a pH adjustment system and polymer drip. Following treatment, water from the frac tank will be pumped to the existing water storage tanks and reused for dust suppression at the plant. 36. CLA-08 – What is the size and depth of recycled wash water line? Response: Not applicable with current design. 37. CLA-08 – Where is the pump located for the recycled water? Response: Pump will be located in the pump chamber. See Drawing CLA-08. 38. CLA-08 – Provide bottom of concrete washout and disposal area elevations, top of wall elevations, and weir size and elevations. Also depict the proposed grading to accommodate the construction of the concrete washout. Response: The applicant is proposing to use the existing concrete washout area with modifications. The existing washout is approximately 8’ deep. 39. CLA-08 – How do you access the bottom of concrete washout for maintenance? Response: An excavator is used to dredge material out of the washout area. 40. CLA-08 – Provide constructable details of the concrete wash pit and disposal area. The details provided are conceptual in nature. Response: See Plans Response to Comments #34. 41. CLA-09 - Clarify if the bold lines labelled “W” are intended to be new water connections or existing water connections? - Designs that Build – Page 55 Dakota Concrete / Dakota Recycling Response to Comments Page 10 Response: The depicted water lines are existing features. 42. CLA-09 – Depict how the new hose bib on Sheet CLA-01 is being connected to the water supply, as well as recycled wash line and pump from Sheet CLA-08. Response: There is an existing 5/8” wash hose with nozzle depicted on CLA-01. See CLA-9A for connection. Water lines and pump locations for the concrete washout area are shown on CLA-08. 43. CLA-09 – Provide a note in the location of the sewer lateral, tri gallery subsurface sewer disposal area and septic tank indicting there shall be not storage of equipment over these components of the septic disposal system. Response: Note added to drawing CLA-01. 44. CLA-09 – How is water in the concrete pit captured and reused to wash out drums and recycled in the concrete plant? Are their piping and pumps not depicted on the utility plan? Response: Wash water is not recycled within the concrete plant. Refer to the Plans Response to Comment #35 for information regarding the management of excess wash water from the concrete washout area. 45. CLA-10 – Provide fire truck maneuvering on this plan. Response: Fire truck maneuvering is provided on the plan. Typical aerial fire apparatus was used for the analysis. 46. CLA-10 – Clarify whether approved signs, notices, or markers - indicating No PARKING – FIRE LANE will be provided to prohibit obstruction of the emergency access drive in accordance with Chapter 503.3 of the NYS Fire Code. Response: Proposed signage is shown on Drawing CLA-10. The signage is in compliance with Chapter 503.3 and Appendix D103.6 of the Fire Code. Signs are proposed on both sides of the access road. 47. CLA-10 – Confirm the composure of the emergency access drive and explain how it will provide all weather driving capabilities in accordance with Section 503.2.3 of the NYS Fire Code. Response: See Plans Response to Comment #16. 48. STR-R1 – Provide the limits of disturbance required for all site improvements proposed as part of this application. - Designs that Build – Page 56 Dakota Concrete / Dakota Recycling Response to Comments Page 11 Response: Majority of the site is disturbed. Updated drawings delineate the undisturbed area. 49. STR-R1 – Provide rock outlet protection for the sediment basin pipe outlet and provide a detail with sizing calculations. Response: Rock outlet protection for the sediment basin outlet is added to the drawings. See Drawing STR- R5. 50. STR-1R – Turn on trench drains at maintenance garage. Response: Trench drains are shown on the updated drawings. 51. STR – R2 – Turn on rim and invert elevations of existing drainage structures. Label trench drains at maintenance garage. Response: Trench drains are labeled, and their elevations are shown. 52. STR-R3 – Due to the frequency of vehicles passing over the trench drains, watershed and opportunity to collect sediment/oils/ greases self-containment is not an acceptable means of management of runoff, as there exists concern the trench drains will overflow due to precipitation events without outlets, thereby impacting surface runoff. Said runoff from trench drains should be directed to a sediment/oil/water separator or hydrodynamic separator and then to detention pond. SWPPP should be updated to reflect this. Response: Trench drains are connected by a buried pipe to a yard catch basin that discharges to the detention pond. Yard catch basin is equipped with an oil and floating debris trap. See detail on Drawing STR-R6. 53. STR-R3 – Is the silt sock intended to be permanent within the forebay. If it is going to be a BMP, will there be adequate storage of the product on-site? Response: The silt sock is intended to serve as a temporary measure during the reconstruction of the catch basin. The detail is revised to indicate that the silt sock is temporary. 54. STR-R3 – The side slopes of the proposed detention basin are designed to be 2:1 (2 horizontal feet for every 1 vertical foot). Please provide a slope stability calculation to ensure the adequacy of the proposed slope under saturated conditions. Response: Stability calculations for detention pond side slopes under saturated conditions are not required by the NYSDEC Stormwater Design Manual. Suitable stabilization measures will be implemented - Designs that Build – Page 57 Dakota Concrete / Dakota Recycling Response to Comments Page 12 in accordance with the NYSDEC Erosion and Sediment Control guidelines. See revised stormwater pond details. 55. STR-R3 – Provide surface stabilization measures for the proposed 2:1 slope. Response: Suitable permanent side slope stabilization measures are proposed in accordance with NYSDEC Erosion and Sediment Control guidelines. See revised stormwater pond details, STR-R6. 56. STR-R3 – Provide construction fence around the septic disposal field. Response: Construction fencing added to drawings. See Drawing CLA-11 for detail. 57. STR–R3- Provide a cleanout elevation for sediment and a stake within detention pond for monitoring. Response: Sediment stake and cleanout elevation added to the detention pond detail. 58. STR-R3 – Specify the elevations of the ½ inch orifice. Due to the high probability of clogging the orifices, frequent maintenance will be required. Consider alternatives. Response: The low flow orifice shown on Drawing STR-R3 is equipped with adequate protection as shown in the orifice protection detail, Drawing STR-R5. Elevations are shown on STR-R3. 59. STR-R3 – Provide a rip-rap dissipator at the outlet of the 30-inch diameter CPPP. Response: See Plan Response to Comment #49. 60. STR-R3 – Provide anti-seep collars along the 30-inch CPP outlet and provide sizing per NYS Standards for Erosion and Sediment Control. Response: Anti-seep collars are provided. See details on Drawing STR-R4 & R5 . 61. STR-R3 – Grading of the emergency spillway weir does not match the specified elevations. Weir should extend to a flat area. Response: Pond grading is adjusted to accurately represent the weir elevations. 62. STR-R4 - Provide details of rip-rap emergency spillways, silt fence, head walls, anti-seep collars, soil stockpile, pipe trench, and specifications of the outlet control structure (i.e. psi of concrete, wall thickness, steps, etc.). - Designs that Build – Page 58 Dakota Concrete / Dakota Recycling Response to Comments Page 13 Response: Applicable details, associated with this project, are added to the project plans. 63. Provide maintenance measures for erosion and sediment control measures during construction. Response: Maintenance measures for temporary sediment and erosion control measures during construction are outlined in the SWPPP. 64. STR-R4 – Provide trash rack on pond outlet per page 38 of Dakota Recycling Services SWPPP. Response: Pond outlet detail is updated to include a trash rack. 65. STR-R4 – Detail 1 indicates gate valve to remain closed until accumulated stormwater runoff is deemed acceptable to release. Response: A gate valve is not shown on the detail. Gate valve notes are removed from detail. 66. STR-C1 – Provide the location of the wheel washing pad for the Dakota Concrete Services on the plans. Response: The concrete facility is 100% paved, a tire wash pad is not needed. 67. STR-C1 – Provide the limits of disturbance required for all site improvements proposed as part of this application. Response: Majority of the site is disturbed. 68. STR-C1 – Runoff from the driveway to Dakota Supply Corp, Masonry Yard, and Dakota Recycling Services sheds onto the shared access road (50-foot easement from Peckham) way running west to and east and is not captured by the asphalt berm adjoining the concrete plant. Runoff should be captured and treated before being discharged. Response: Improved raised asphalt areas are proposed to eliminate runoff into the road. Improvements to the raised asphalt areas will retain runoff on site and direct it to the treatment devices. See Plans Response to Comments #29. 69. STR-C1 – This is evidence of vehicle tracking along the shared access road with Peckham Materials, parallel to Dakota Concrete, LLC, in which untreated runoff is flowing overland toward the train station. Address how this is being managed. - Designs that Build – Page 59 Dakota Concrete / Dakota Recycling Response to Comments Page 14 Response: Improvements noted in Plans Response to Comment #68 will prevent runoff into the easement roadway from the facility on the north side and from the truck staging area on the south side. Precipitation falling directly on the easement roadway and gutter runoff from the easement road further west towards Albany Road is not coming in contact with Dakota industrial activity. Dakota will be responsible for ensuring vehicles do not track sediment onto the road, however, the easement road runoff will not be intercepted or diverted from flowing towards the train station. 70. STR-C1 – Provide the location of the wheel washing pad for the Dakota Concrete Services on the plans referencing the SWPPP. Response: Tire wash is located within the recycling facility. See Plans Response to Comment #66. 71. STR-C1 – Provide the limits of disturbance required for all site improvements proposed as part of this application. Response: See Plan Response to Comment #67. 72. STR-C1 – Provide rim and invert elevations of proposed and existing catch basins, and points of connection. Survey existing drainage structures to confirm no conflicts with design. Provide structures at all bends in culverts. Response: Rim and invert elevations of proposed and existing structures and points of connection added to drawings. Structures are provided at all bends. 73. STR-C1 - Plan depicts a new stormwater catch basin and hydrodynamic separator. Is the hydrodynamic separator proposed or existing? If it exists, it is not shown on the survey. If proposed, please provide construction details. Response: The pre-treatment storage basins and the hydrodynamic separator are existing structures. The drawings are updated to clearly indicate they are existing. 74. STR-C1 – Emergency overflow toward furnace room is not acceptable. Provide an alternative outlet control which routes stormwater around the concrete plant. Response: Ther is no flow through the emergency spillway for the 100-year storm. 100-year storm conveyed by the riser pipe. Flow from limited contributed areas would not represent a hazard to the building. 75. STR-C1 – Structures shall be provided at all bends of proposed stormwater culverts. Response: See Plans Response to Comments #72. - Designs that Build – Page 60 Dakota Concrete / Dakota Recycling Response to Comments Page 15 76. STR-C1 – The new detention basin is capturing areas from Dakota Recycling Services. Has this been discussed with NYSDEC and will this trigger incorporating MSGP requirements that apply to the Recycling Services for sector-specific sampling, monitoring, best mgmt., practices, and numeric and non-numeric effluent limits into the Dakota Concrete Services SWPPP. Response: Runoff in this area is limited to roof and parking area runoff, and there is no industrial activity contributing to this runoff. Therefore, discussion with the DEC is not necessary, and no revisions to the NOI or additional MSGP requirements are needed. 77. STR-C2 – The eastern side of the concrete plant detention pond slope appears to be graded into the side of a stockpile from the Peckham materials facility to the east. The side slopes of the proposed detention basin are designed to be 1:1 (1 horizontal feet for every 1 vertical foot). Please provide a slope stability calculation to ensure the adequacy of the proposed slope under saturated conditions and considering adjoining berm. Response: Grading is not proposed on the east side of the basin. The basin follows existing contours of the stockpile. The stockpile is at the angle of repose; additional slope stabilization measures are not required. 78. STR-C2 – Provide surface stabilization measures for the proposed 1:1 slope. Response: See Plans Response to Comment #77. 79. STR-C2 - Provide a cleanout elevation for sediment and a stake within detention pond for monitoring. Response: Sediment stake and cleanout elevation added to the detention pond detail. 80. STR-C2 – Although a note is provided to incorporate anti- seep collars, specify locations of the anti- seep collars along the 8-inch CPP outlet, and provide sizing per NYS Standards for Erosion and Sediment Control. Response: Anti-seep collars are added to the plans. See details on Sheet STR-C3. 81. STR-C3 – Provide copolymer steps within catch basin and specifications for permanent stabilization. Response: Catch basin detail updated to include copolymer steps, See CLA-C4. 82. STR-C3 – Filter fabric and pea gravel surrounding the lower 0.6-ft diameter orifice should be considered, similar to the outlet on the northern detention basin. - Designs that Build – Page 61 Dakota Concrete / Dakota Recycling Response to Comments Page 16 Response: The low flow orifice shown on STR-C3 is equipped with adequate protection as shown in the orifice protection detail. Orifice is protected with 4” CMP and wire mesh preventing passing of 1/8” solids. 83. Site Survey – The survey should be updated to match the existing condition features, utilities, and topography on the site plans shown on Sheet CLA-01-CLA-09 and STR-R2. Response: The site survey has been updated; all drawings have been revised accordingly to incorporate the updated survey information. 84. Site Survey – Does 50- wide access easement include provisions for truck queuing and concrete plant encroachments (asphalt, drainage pipes, walls, etc.)? Response: Applicant has requested deed language. Comparison Maps prepared by CLA Site 1. The following improvements to the concrete plant (Dakota Concrete Facility) have occurred since the approved site plan as part of Resolution No. 20-03 of the Planning Board of the Town of Cortlandt, New York dated June 3, 2003. • Concrete block form area • Trailers 1, 2,3 • Storage Trailer • 20,000 gallon hot water tank • Retaining walls. • Conveyor Belt • Furnace Room • The impervious areas appear to have increased from 12,000 sf based on approved plan to 31,500 sf currently. This was extrapolated from PDF. Response: All facility improvements made to the concrete facility listed above were made prior to the Applicant taking over operations in July of 2023. Comparison maps have been provided to illustrate the changes that have incurred and how both Recycling and Concrete are currently operating. Based on the approved site plan - Resolution No. 20-03, the total acreage of storage yard is 4.32. For the concrete facility, 0.57 acres is shown as material storage area with approximately 0.16 acres (6,969 sf) paved. See Figure 1 - 2003 Material Storage Yard. As a comparison, the current storage yard for both recycling and concrete overall, including Phase 1 not part of this application, is 4.22 acres. See Figure 2 – 2025 Material Storage Yard. - Designs that Build – Page 62 Dakota Concrete / Dakota Recycling Response to Comments Page 17 The current concrete facility configuration shows the owner removed the slope and stockpile storage area from the lower concrete facility and moved all the material storage up into upper storage yard. A gravity block wall was installed to flatten and open up the lower area for more useable space for the concrete operations. Approximately 0.56 acres (24,393 sf) of additional impervious was created at that time at the concrete facility. It should be noted that the majority of paved access road at the upper storage area was never built. Reducing the total paved area overall. 2. The operation of the recycling facility (Dakota Recycling) expanded by 8,500 sf in the northwestern portion of the lease area, as depicted on Figure 2, where there was a former parking area, depicted on the approved site plan as part of Resolution No. 20-03 of the Planning Board of the Town of Cortlandt, New York dated June 3, 2003. Response: The former parking area was utilized for material storage prior to the Applicant taking over operations and continues to be used for Material Storage. This does not, however, result in an expansion of the operation. See Figure 3 Overlay of the approved site plan resolution 20-03 compared to the current material storage area. There is a slight reduction in the overall material storage yard. 3. There is a material of material storage, labelled Phase I, which has expanded into the HC zone of Dakota Supply Corporation. This area was not delineated as storage on the approved site plan as part of Resolution No. 20-03 of the Planning Board of the Town of Cortlandt, New York dated June 3, 2003. Response: Our understanding is that Phase 1 plans for Dakota Supply Corp have been submitted for site plan approval and are not part of this application. Figure 3 shows the shift in material storage area within Phase 1 from the approved site plan resolution 20-03. While some material has shifted into the HC district (approximately 13,940 sf of material storage area), there is a decrease in the overall material storage yard in Phase 1 area under the current condition. 4. Figure 1 displays a 0.55 ac storage area identified as 2003 Material Storage Yard. This does not align with the original signed site plan approved by Resolution No. 20-03 of the Planning Board of the Town of Cortlandt, New York, dated June 3, 2003. Response: Figure 1 comparison overlay illustrates that approximately 0.57 acres was utilized for the concrete material storage area under the approved site plan resolution 20-03. Dakota Concrete Services SWPPP 1. For the Dakota Concrete SWPPP (Section 8), was there a spill report with the DEC for the 2024 fire? Response: The spill report was for firefighting foam, there was no petroleum release. Closure report by Miller Environmental Group, dated 4-28-25, was uploaded to portal. - Designs that Build – Page 63 Dakota Concrete / Dakota Recycling Response to Comments Page 18 2. NYSDEC SPDES Multi-Sector General Permit For Stormwater Discharges Associated with Industrial Activity GP-0-23-001, Part II.D (page 14) indicates the owner or operator must consider Parts II.D.1 through Part II.D.9 when selecting and designing BMPs to minimize stormwater pollutant discharges. This Part does not require nor prescribe specific BMPs to be implemented; however, consideration of all BMPs, whether determined to be appropriate or not, must be documented in the SWPPP per Part III.A.7. • How to prevent stormwater from interacting with, and contacting, pollutants and pollutant sources; • The use of BMPs in series or combination; • Assessment of the type of pollutant, the quantity and nature of the pollutant(s), and their potential to impact the water quality of receiving waters; • Opportunities to combine the dual purposes of water quality protection and local flood control benefits, including physical impacts of high flows on streams (e.g., bank erosion, impairment of aquatic habitat, etc.); • Opportunities to offset the impact of impervious areas of the facility on groundwater recharge and base flows in local streams, taking into account the potential for groundwater contamination (i.e., hotspots); • Opportunities to attenuate flow using open vegetated swales and natural depressions; • Conservation and/or restoration of the riparian buffers of streams and rivers. • The use of treatment interceptors (e.g., swirl separators and sand filters); and • Opportunities to implement enhanced BMPs for facilities that have the potential to be impacted by future physical climate risks due to major storm events, stormsurge, seiche, sea-level rise and flood events pursuant to the Community Risk and Resiliency Act (CRRA), 6 NYCRR Part 490, and associated guidance (e.g., “State Flood Risk Management Guidance” (SFRMG) and “Estimating Guideline Elevations”). The SWPP should be modified to clearly document the appropriateness of the bullet items. Response: The SWPPP is revised to include documentation demonstrating the appropriateness of the above bulleted items based on project and regulatory requirements. 3. Drainage Area 2 is across the access easement and is apparently used as a truck staging area. The staging of vehicles should be identified as such on the facility drawings. Response: The concrete truck staging areas are shown on the revised drawings. 4. SWPPP reference a Spill, Prevention, Control, and Countermeasure Plan, and one was not in the application package of documents. Please provide. Response: A draft SPCC plan is included for review and comment. 5. Why does the Introduction reference an objective as “no suspended, colloidal, settable solids, or residue from sewage or industrial waste?” - Designs that Build – Page 64 Dakota Concrete / Dakota Recycling Response to Comments Page 19 Response: This is standard language that we include in our description of primary objectives regarding stormwater management and pollution prevention. 6. Provide a description of the proposed improvements being made to the facility as part of this application. This shall include the total disturbance required. Response: The revised SWPPP clearly describes the proposed improvements to the facility included in this application. The revised SWPPP also identifies the total area of new disturbance. 7. Section 7.0 states that the transfer process of material delivery is not a potential source of stormwater pollutants. Please provide further clarification on this statement. Response: Portland cement, silica, and slag are delivered to the facility in dry bulk tanker trucks and pneumatically transferred to the plant silos. This transfer process does not pose a potential source of stormwater pollution, as the materials remain enclosed and have no opportunity to come into contact with stormwater. 8. The SWPPP does not specify the facility’s analytical parameters and numeric/non-numeric limits but reference Section VII of the General Permit. The full text of the NYSDEC MSGP is included; is the intent to use that document to provide this information? If so, a more-specific reference is recommended to provide clear guidance to the responsible person(s) onsite. Response: The facilities analytical parameters and numeric/non-numeric limits are added to the SWPPP. 9. Maintenance of the pretreatment sediment chambers, hydrodynamic separators, and detention basin should be included in section 9.1.1 of the SWPPP Response: Section 9.1.1 is revised to include the pretreatment sediment chambers, hydrodynamic separator, and detention basin. 10. Page 29 states the Contech Hydrodynamic separator is proposed, however, elsewhere in the SWPPP it appears to be existing. Please clarify what the proposed improvements are to the site. If this structure is proposed, provide construction details and sizing calculations. Response: The hydrodynamic separator is an existing structure. SWPPP narrative is revised, removing language suggesting it is proposed. 11. Page 29 states the manufacturers inspection and maintenance requirements for the hydrodynamic separator have been provided. These do not appear to have been provided. Please include these in the SWPPP. - Designs that Build – Page 65 Dakota Concrete / Dakota Recycling Response to Comments Page 20 Response: Inspection and maintenance information was included in an earlier SWPPP. The material has been incorporated into the current SWPPP. 12. Page 29 states the Contech Hydrodynamic separator has a treatment capacity of 1.5 cfs which exceeds the calculated water quality treatment flowrate of 1.21 cfs for the combined Drainage Areas DA-1 and DA-2. Appendix F excludes subcatchments DA-1 and DA-2. Please provide. Response: The CLA Site SWPPP hydraulic and hydrology analysis addresses only the proposed sediment basin. Hydraulics and hydrology for the existing hydrodynamic separator were documented in a previous SWPPP. A copy of that earlier SWPPP has been included with the application materials. 13. Page 30 indicates the design components of the on-site detention pond such as 4H:1V side slopes, aquatic bench, accessible for maintenance. This information is not depicted on the plans. Update the plan set or modify the text of the document. Response: Design components, not related to this project, are deleted from the SWPPP text. 14. Page 30 refers to sediment basin forebays. This appears to apply to the recycling center detention basin. There are other references throughout the SWPPP that appear to apply to the Recycling Facility SWPPP. Revise the SWPPP to only include required elements for the Concrete plant. If any elements are located on the Recycling Facility, this should be clearly identified in the SWPPP. Response: The SWPPP is updated to include only those elements applicable to the concrete plant. It is also revised to clearly state that the concrete washout area is located within the recycling facility. Additionally, an Overall Site Plan (CLA-01) is added to the SWPPP to show the concrete washout area within the recycling facility. 15. Sample events will also need the Storm Event Data form completed with each sample and should also be used for when the quarterly visual monitoring accompanies a storm event. Response: The SWPPP states the Storm Water Event Data Form is required for each DMR sample in addition to the Quarterly Visual Monitoring Inspections. The Storm Event Data Form is included in Appendix E. 16. Revise paragraph 3 on page 37 to include the 100-year storm. Response: Paragraph 3 updated to include the 100-year rain event. 17. Appendix E – Provide inspections and maintenance requirements for post development best management practices. - Designs that Build – Page 66 Dakota Concrete / Dakota Recycling Response to Comments Page 21 Response: Inspection and maintenance requirements for the pond, catch basin, and culverts are added to Appendix E. 18. The SWPPP should be revised to include provisions to delay delivery of raw materials when a major storm event is expected within 48-hours. Response: The SWPPP includes provisions delaying delivery of raw materials when a major storm is expected, See Section 9.3. 19. Provide a discussion on the existing pre-treatment chambers and how they were previously sized. Response: Sizing of the pre-treatment chambers was included in a previous SWPPP. A copy of the earlier SWPPP is included for reference. Dakota Recycling Services Montrose Facility SWPPP For Multi Sector Permit 1. SWPPP is being defined as SIC 5093 // SIC Description – Scrap and Waste Materials (N3). The MSGP description of that code is “Scrap Recycling Facilities, Including Transfer Stations Accepting Household Recyclables.” , These facilities are typically metal scrap and auto recycling; the SWPPP specifically indicates they don’t take glass or metal. The Applicant receive clean construction demolition materials consisting of rock, concrete, asphalt pavement millings and aggregate and appear to generate materials from these onsite (incl. Custom Blended Aggregate, Crushed Stone, Wall Stone, Light Stone Fill, Medium Stone Fill, Tracking Pad Stone, Brownfield Fill, Pipe Backfill, Recycled Aggregate, and Recycled Concrete Sub- base). Based on this, the designation doesn’t seem to match the site use. Is it possible this should also be Sector E (if they produce stone materials and materials for the Concrete Services facility). This office recommends the facility use be reviewed against MSGP Sector E with NYSDEC and other sector definitions to ID an appropriate category, so no misconstrued uses take place on site. Response: We have permitted several construction and demolition recycling centers, which the DEC classifies under SIC Code 5093-N3. 2. NYSDEC SPDES Multi-Sector General Permit For Stormwater Discharges Associated with Industrial Activity GP-0-23-001, Part II.D (page 14) indicates the owner or operator must consider Parts II.D.1 through Part II.D.9 when selecting and designing BMPs to minimize stormwater pollutant discharges. This Part does not require nor prescribe specific BMPs to be implemented; however, consideration of all BMPs, whether determined to be appropriate or not, must be documented in the SWPPP per Part III.A.7. • How to prevent stormwater from interacting with, and contacting, pollutants and pollutant sources; • The use of BMPs in series or combination; - Designs that Build – Page 67 Dakota Concrete / Dakota Recycling Response to Comments Page 22 • Assessment of the type of pollutant, the quantity and nature of the pollutant(s), and their potential to impact the water quality of receiving waters; • Opportunities to combine the dual purposes of water quality protection and local flood control benefits, including physical impacts of high flows on streams (e.g., bank erosion, impairment of aquatic habitat, etc.); • Opportunities to offset the impact of impervious areas of the facility on groundwater recharge and base flows in local streams, taking into account the potential for groundwater contamination (i.e., hotspots); • Opportunities to attenuate flow using open vegetated swales and natural depressions; • Conservation and/or restoration of the riparian buffers of streams and rivers. • The use of treatment interceptors (e.g., swirl separators and sand filters); and • Opportunities to implement enhanced BMPs for facilities that have the potential to be impacted by future physical climate risks due to major storm events, stormsurge, seiche, sea-level rise and flood events pursuant to the Community Risk and Resiliency Act (CRRA), 6 NYCRR Part 490, and associated guidance (e.g., “State Flood Risk Management Guidance” (SFRMG) and “Estimating Guideline Elevations”). The SWPP should be modified to clearly document the appropriateness of the bullet items. Response: The SWPPP is revised to include documentation demonstrating whether the above bulleted items are appropriate or inappropriate based on project and regulatory requirements. 3. Per the Site Plans and STR-R1, Dakota Supply Corp, is included in the watershed associated with Dakota Recycling Services. Will Dakota Supply Corp require inclusion under this MSGP? Response: Separate NOIs were submitted to obtain coverage for each facility. 4. Why does the Introduction reference an objective as “no suspended, colloidal, settable solids, or residue from sewage or industrial waste?” Response: This is standard language that we include in our description of primary objectives regarding stormwater management and pollution prevention. 5. Provide a description of the proposed improvements being made to the facility as part of this application. This should include the total disturbance required. Response: The revised SWPPP clearly describes the proposed improvements to the facility included in this application. The revised SWPPP also identifies the total area of disturbance. 6. Section 6.0 indicates wall stone is produced on-site. Response: Section 6.0 is updated to show that the facility does not produce wall stone. - Designs that Build – Page 68 Dakota Concrete / Dakota Recycling Response to Comments Page 23 7. Section 7.5 states that the concrete plant uses a pit in front of the maintenance building to wash out the drums of the concrete trucks. The Dakota Concrete Services SWPPP identified this as supplemental to the washout pit at the concrete plant. This SWPPP should be revised to indicate this as well. Response: Section 7.5 is updated and states the washout pit adjacent to the maintenance garage is supplemental to the pit at the concrete facility. 8. Self-containment of trench drains are not acceptable as previously mentioned herein. Please update the SWPPP accordingly. Response: The trench drains are connected by buried piping to a yard catch basin, which discharges to the detention pond. 9. Page 10 of the SWPPP indicates Dakota Concrete Services is outside of the drainage catchment associated with Dakota Recycling Facility. However the Product Bins area associated with Dakota Concrete Services is tributary to the watershed for the Dakota Recycling Service. Given these are concrete products, NYSDEC should opine as to whether the Recycling Service SWPPP also include Sector E? Response: Stockpiles consist of raw aggregate materials similar to those produced at the recycling facility; therefore, Sector E does not apply to the recycling facility. 10. The SWPPP does not specify the facility’s analytical parameters and numeric/non-numeric limits but reference Section VII of the General Permit. The full text of the NYSDEC MSGP is included; is the intent to use that document to provide this information? If so, a more-specific reference is recommended to provide clear guidance to the responsible person(s) onsite. Response: The facilities analytical parameters and numeric/non-numeric limits added to the SWPPP. 11. Section 7 refers to the C&D facility for potential pollutant sources; the sources appear to be for the Concrete facility. Please clarify. Response: The potential pollutant sources listed in Section 7 are accurate. Note that the concrete truck washout area identified is located across from the maintenance garage. This washout area, which is within the recycling facility, is supplemental to the concrete facility, and is designated for washing out concrete truck drums. 12. SWPPP reference a Spill, Prevention, Control, and Countermeasure Plan, and one was not in the application package of documents. Please provide. - Designs that Build – Page 69 Dakota Concrete / Dakota Recycling Response to Comments Page 24 Response: A draft SPCC plan is included for review and comment. 13. Include the detention basin and its features in section 9.1.1 of the SWPPP. Response: Section 9.1.1 is revised to include the detention basin. 14. Where does the secondary containment drainage system reference in section 9.1.1 discharge to? Response: The secondary containment for Tanks 4 and 5 is located within a drainage area that is incorporated into the Concrete Plant SWPPP. Accordingly, Section 9.1.1 is revised to remove the discussion regarding diked secondary containment. 15. Section 9.1.1 – Please include an explanation of Tank 10 within Section 9.1.1 Bulk Storage Secondary Containment. Response: The tank formally identified as Tank 10 is a mobile tank (New ID of Mobile Tank A) and is not required to be included on the facility’s tank registration. The Tank 10 now refers to a 1,000 gal. diesel tank located on the Dakota Supply Corp. property. The 1,000 gal. tank has been added to the Westchester County PBS registration. Section 9.1.1 is updated to include a discussion of Mobile Tank A. 16. Page 30 references extended detention. Is extended detention being provided? Response: Permanent pool, included in the pond design, and temporary storage of 1 year storm provides extended detention. 17. Revise paragraph 3 on page 37 to include the 100-year storm. Response: Paragraph 3 is updated to include the 100-year rain event. 18. SWPPP has a concrete washout plan, for the benefit of Dakota Concrete Services facility? Has NYSDEC opined on additional site stormwater testing? Response: The improved concrete wash system is a self-contained closed system; water will be treated prior to being used in the processing plant for dust suppression. There is no discharge of untreated wash water. DEC coordination and additional testing is not required. 19. Sample events will also need the Storm Event Data form completed with each sample and should also be used for when the quarterly visual monitoring accompanies a storm event. - Designs that Build – Page 70 Dakota Concrete / Dakota Recycling Response to Comments Page 25 Response: The SWPPP is updated stating that the Storm Water Event Data Form is required for each DMR sample in addition to the Quarterly Visual Monitoring Inspections. The Storm Event Data Form has been added to Appendix E. 20. Section 10.3 of the SWPPP indicates the detention pond has been modeled and able to intercept and filter the design storms analyzed without overtopping and accommodates the water quality volume for the 90% rainfall event. Please explain how the runoff is filtered, and the water quality volume is accommodated. Response: Water is not filtered; instead, water quality is provided through a permanent pool and extended detention in accordance with NYSDEC design manual criteria. 21. The SWPPP should be revised to include provisions to delay delivery of raw materials when a major storm event is expected within 48 hours Response: The SWPPP includes provisions delaying delivery of raw materials when a major storm is expected, See Section 9.3. 22. Appendix E – Provide inspections and maintenance requirements for post development best management practices. Response: Inspection and maintenance requirements are added to Appendix E of the SWPPP. 23. Although the Multi Sector SPDES Permit may not require attenuation of runoff, the Town requires a pre-development analysis to confirm there is no increase in runoff being discharged off-site due to the improvements. Response: The site is an existing recycling facility that has been in operation for 15 years, there are no substantial improvements planned. Additionally, impervious cover will not increase as a result of this project. Because there is no change in impervious area or hydrology, a pre- and post-development analysis is not required for this facility. 24. Provide sizing for outlet protection of 30-inch CPP based upon 25-year design storm. Response: The 30” CPP pipe is sized based on the 100-year storm event. See detail on Drawing STR-R5. Bulk Storage 1. There are ten (10) ASTs ranging in size from 250 to 2,000 gallons in size. Registration renewal paperwork has been submitted, and they are awaiting a response from WCDOH. Please provide a response from WCDOH. - Designs that Build – Page 71 Dakota Concrete / Dakota Recycling Response to Comments Page 26 Response: The current WCDOH PBS Certificate, issued June 20, 2025 and expiring April 4, 2027, is attached. 2. The facility type is listed as “Manufacturing.”, Why wasn’t it listed as 99 “Other” with a description of the concrete recycling Response: The PBS registration covers both facilities. Facility type does not affect regulation of the tanks. 3. The fuel type in Tank #2 is listed as gasoline or “0009”. Does it contain ethanol? If so, it should be listed as Gasoline/Ethanol or “2712.” Response: Tank 2 does not contain ethanol. 4. Tanks 7, 8, and 9 are located within the maintenance garage and the building itself is listed as secondary containment. The concrete floors would act as leak detection, but not necessarily containment. Are there floor drains or other structures which could potentially convey spilled fuel to the subsurface? Response: There are no floor drains inside the building. Improvements for secondary containment for Tanks 7, 8 and 9 are proposed as part of this project to be in compliance with SPCC and New York State PBS regulations. 5. Tank 6 is located within the furnace room? Are there floor drains or other structures which could potentially convey spilled fuel to the subsurface? Response: Tank 6 is located where the Furnace Building once stood. The tank is a double wall tank (integral secondary containment) with spill and overfill appurtenances. The tank sits on a compacted gravel pad. 6. 06 NYCRR Part 614, subpart 4 and as listed in DER-25, PBS Inspection Handbook indicates the following: E. Secondary Containment for Tanks Less Than 10,000 Gallons Any AST with a capacity of less than 10,000 gallons that is in close proximity to waterbodies of the State is required to either have secondary containment or utilize a design/technology such that a discharge is not reasonably expected to occur. Facilities within 500 horizontal feet of the following resources are considered to be in close proximity to ground or surface waters: • Perennial or intermittent stream; • Public or private well; • Primary or principal aquifer as defined in USGS Water Resource Investigation Reports 87- 4274, 87-4275, 87-4276, 87-4122, 88-4076, and Appendix C; • Wetlands as defined in 6 NYCRR Part 664; - Designs that Build – Page 72 Dakota Concrete / Dakota Recycling Response to Comments Page 27 • Lake/pond, estuary, etc.; or • Storm drain. For tanks that are within 500 horizontal feet of the above resources, DEC requires that a storage tank and its associated equipment be designed to prevent discharges from occurring or that a dike system be installed to prevent such discharges from reaching the environment. Discharges from a tank system may occur due to: • Overfills from the fill port, vent and/or emergency vent; • Spills at the fill port from the delivery hose; • Leaks from valves, pumps or other connections to the tank; • Flow from valves left open either by accident or by vandals; • Vehicular traffic that could contact the tank and cause it to rupture; • Flooding and flotation; • Fires around the tank that could cause the tank to weaken, rupture or overflow; and • Vandalism with ballistics. Tanks 1, 2, 3, 6, 7, 8, and 9 are all within 500-ft of the wetland located on the adjacent property along northeastern boundary of the property. Tanks 1, 2 ,3, 6, 7, 8, and 9 are located less than 100-ft to proposed detention ponds. Please provide a letter from the WCDOH indicating these specific tanks do not require secondary containment or utilize a design/technology such that a discharge is not reasonably expected to occur, due to the proximity to the off-site wetland and on-site storm drains. Response: The outdoor tanks are fully compliant with the SPCC regulations regarding secondary containment, spill and overfill protection, and the corresponding DEC Part 613 regulations including protection from vehicular traffic (bollards, gravity blocks or other means of separation) and vandalism (site security is provided by locked gates during non-operating hours). Improvements for secondary containment for Tanks 7, 8 and 9 are proposed as part of this project to conform to SPCC and New York State PBS regulations. A draft SPCC plan is included with this submittal for review and comment. Air Permitting 1. The cover letter from the Westchester County Health Department (dated 5/12/2025) regarding new permits issued for DRS makes a reference to a total of 26 emission points for which the Permit Numbers 52-10124 through 52-10149 are assigned. The only air permit provided for review was Permit Number 52-10124, issued for emission point EPJ01. Permit Numbers 52-10125 through 52- 10149 are missing. Please provide. Response: Emission Point Certificates to Operate for all of the emission points are included with this submittal. - Designs that Build – Page 73 Dakota Concrete / Dakota Recycling Response to Comments Page 28 2. The cover letter also makes a reference to “emission limits” not to be exceeded as a result of the applicant’s activities (re: DRS). It is unclear what the “emission limits” are, as the letter does not provide any reference in that regard. The letter further states that the applicant’s activities shall not “contravene” the applicable provisions of State and County Air Pollution Control Regulations. Again, without citing or providing any specific Part(s) or Subpart(s) of the state or county air regulations, it is unclear what the specific compliance requirements might be. Please clarify. Response: WCDOH air permits typically include applicable limits in the Emission Point Certificate to Operate (CO) issued by WCDOH (Appendix A of each CO) and the CO subjects the emission points to applicable requirements in the County and State air regulations. Emission Point Certificates are attached for all of the emission points. 3. In reviewing the County’s Sanitary Codes, Section 873.1326, Article XIII (“Air quality; Standards”) states that in determining compliance with the provisions of the codes, the County Health Department may be guided by the provisions of Chapter III of the NYSDEC air regulations or by local municipality. No specific citation(s) of reference to either the state regs or local municipality ordinances is provided. Please clarify. Response: Application for State Facility Air Registration has been submitted for the recycling facility. Concrete batching is exempt from State air regulations. 4. Condition 1 - DRS Certificate to Operate (Permit Number: 52-10124) - states that the source shall be operated in compliance with the provisions of the County Health Department’s laws (Chapter 873, Article XIII) and the air pollution control regulations contained in 6NYCRR of the State of New York. This is a general statement (and quite vague) as it does not provide any specific reference to any applicable provisions. (NYSDEC air regulations are contained in 6NYCRR, Chapter III, and covers Parts 200 through 257.) Please clarify. Response: The facility demonstrated compliance with the applicable regulations to the satisfaction of the WCDOH in order to obtain the Certificates to Operate. The facility will operate the permitted equipment in accordance with the Certificates to Operate and applicable regulations. 5. It should be noted that the only emission limit mentioned in the DRS Permit issued by the County is the opacity limit for airborne dust (as fugitive emissions) from loading the crusher hopper by excavator, which is set at a max. of 7%. Section 873.1311 and Section 873.1312 of the County Sanitary Codes limit the opacity from any air contamination source to a max. of 20%, as determined by a trained certified observer using the USEPA Reference Method 9. Response: Noted, opacity is the only applicable limit. 6. Condition 5 - DRS Certificate to Operate (Permit Number: 52-10124) – makes a reference to an “attached Appendix A,” that is missing/not found. Condition 5 specifically states that “the emission from this source of air contamination shall not exceed those set forth on the attached Appendix A.” Please provide Appendix A. - Designs that Build – Page 74 Dakota Concrete / Dakota Recycling Response to Comments Page 29 Response: Appendix A refers to a one-page appendix attached to each individual permit Emission Point Certificate to Operate that lists the permitted contaminants and associated emission limits. A complete set of certificates are attached. Please note CLA SITE, in conjunction with the Applicant and Zarin & Stienmetz, are working to comply with the Town as expeditiously as possible. Please contact me if you require any clarification or additional information. Best Regards, Peter Loyola, ASLA Principal CC: - Designs that Build – Page 75 Page 76 New York State Department of Environmental Conservation Division of Materials Management, Region 3 . 21 South Putt Corners Rd., New Paltz, NY 12561-1696 Telephone: (845) 256 3134 Fax: (845) 255-3414 Joe Martens Commissioner ' . ; .: >.:. . January 3, 2012 Jay Bilotta . .. , . Oakota Supply Corp .. ,-:" :' ~~I;: '" . p ." .. · 107 Albany Post ROad •.. :","(;. : ..~ rl . . . !; Montrose NY 10548 . RE:60W27 DAKOTA SUPPLY CORP., 170 ALBANY POST ROAD,' MONTROSE Dear ML Bilotta, Enclosed is a validated copy of your registration form which was submitted to the Department pursuant to 6NYCRR Part 360, effective November 26, 1996. One copy of this form must be maintained at this facility. You are reminded that Part 360 contains General Provisions (Subpart 1) and C&D Processing Facilities (Subpart 16) requirements that must be followed to warrant your facility's continued status as a registered facility. This registration does not preclude your facility from adhering to all other applicable federal, stilte and local requirements. If you have any questions regarding this matter, please do not hesitate to call me at (845) 256-3134. Region 3, Division of Materials Management cc: L. Vitrone, Deputy Commissioner, Westchester County Department of Environmental Facilities T. Laibach Page 77 DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEPARTMENT USE ONLY DIVISION OF SOLID &HAZARDOUS MATERIALS ~ REGISTRATION FOlli~ FOR A ~ SOLID WASTE MANAGE~ENT FACILITY Please read and before this 1 FACILITY NAME AND LOCATION Street 167 Albany City/Village Town Mon!rose Westchester Code New York 110548 3. FACILITY OPEHATOR'S NAME (if different) 4. SITE OWNER'S I ing Address Ci Code Code Number lapp] icable) is units o [360-13,1 Waste Tire Stored for On-site Cd) (1) (i i) 1 Recovery Tire Dealers Sell -13,1 (l)(iii) J ng Debris Landfi lis three acres or less 1 Tire Manufacturing Facilities (iv) 1 Transfer Stat receiving less househo ld so 1id Transfer Stations Iy Uncontaminated Process less than 50, cubic yards or 12,500 tons Facilities [360-16, sol id waste annually 11.1 (b)(2) 1 Other Facilities not specifically described above, o specify type o Waste Tire Retreaders 6. SOLID WASTE HANDLED 7. - Normal schedule a, List wastes and/or , 8 AM ·.5 PM M'onday - Friday Clean so~l. rock.,corycrete ~nd asphai! pavement and sidewalk. b, 8. NAME(S) OF ALL ~fUNICIPALITIES SERVED--<./""'IIJ'---_ _ 9. CERTIFICATION: I that information on this form and attached statements and exhibits was nrF'n>lrPfl direction and true to the best of my knowledge and bel ief, and that the authori ty as Vice Presidenl 't i tie) 0 f Dakota Suppty Corp to this istration form pursuant to 6 NYCRR Part 360. this read lations and will abide all conditions false is punishable as a A misdemeanor Pri Mo. Year If ILtj III Page 78 Instructions for REGISTRATION FO&~ FOR A SOLID of Environmental Conservation Make effort to enter in fu!l and complete answers , Ent~;: and address of the- fae iii a United States available map of similar scale location of the facility. 2. or person who owns the facility. 3. or person for. the overa II 4 .. or on .whl ch the faci I or who wi 1I own .thes! te ·on which the lL than the current 5 Check all the appropriate boxes that describe tne facility that is the of th is 6. a. Enter the types of wastes to be the fad I i ty. b. indicated in units appropriate to the fad I i ties to indicate number of waste 7. Indicate the normal schedule of facility operation (Le. 9:00 a.m. to 5:00 p.m .. closed Sunday). 8 Enter name of al mnnic i ties , cities, towns and/or vii in the and/or servi area the facility. 9. The certification block must be completed by the registrant. 10. retain #4 and submit copies to Solid & Hazardous Materials Sol Is NYSDEC - Region 3 1 Hunters Plaza 21 South Putt Corners Road 47-40 21st Street New Paltz, NY 12561-1695 Long Island C NY 11101-5407 (845) 256-3137 8) 482-4996 Regional Solid & Hazardous Materials NYSDEC - NYSDEC 6 Route 86 - State Office Building Ray Brook, NY 317 Washington Street (518) 897-1241 Watertown. NY 13601-3787 (315) 785-2513 Page 79 Page 80 Page 81 Page 82 Page 83 Page 84 Page 85 Page 86 Page 87 Page 88 Page 89 Page 90 Page 91 Page 92 Page 93 Page 94 Page 95 Page 96 Page 97 Page 98 Page 99 Page 100 Page 101 Page 102 Page 103 Page 104 Page 105 Page 106 N P P Y N 0 C N S 58 Church Street, Suite 200 68 N C N S Saratoga Springs, New York 12866 Phone: 518.584.8661 2003 www.clasite.com S Y : 4.32 C S P P PP C N : Contact: e anganello halle n ustries, nc. 51 oute 100 riarcli anor, New York 10510 Phone: 14. 62.3415 P P Y N : ilotta ealt o estchester, nc. an riga nterprises nc. 20 l an Post , ontrose, NY 10548 Phone: 14. 3 . 8 1 Phase 2 akota 3. 5 C ec cling Ser ices an akota Concrete Ser ices own o Cortlan t, estchester, New York ate e ision rawn 01 20 2026 own ngineer s Comments Copyright 2025 - CLA Site Landscape Architecture, Engineering, & Planning P.C. It is a violation of the New York State Education Law for any unauthorized alterations to this document as per Article 145 and 147. 0.5 C Pro ect No. 20 1104 rawn : 0.16 C ate: 05 2 2025 Checke : S Sheet 1 o 3 2003 aterial Storage Yar 0 40 20 80 Figure 1 Page 107 60 N P P Y N P S 2025 S Y 1.00 C S 90 S N 70 50 P S 2025 80 50 60 S Y 52 58 Church Street, Suite 200 3.22 C S 54 0 C N S Saratoga Springs, New York 12866 70 56 Phone: 518.584.8661 : 4.22 C S 6058 40 SILT 6462 www.clasite.com 68 N C N S 66 5658 62 60 50 SILT 68 96 4 SILT 70 60 10 56 62 60 SILT C S 20 F 102 100 64 a ld Are P PP C N : e ximat 100 ing Fie Appro 66 98 68 Contact: e anganello Leach 94 96 70 94 halle n ustries, nc. 7 51 oute 100 92 riarcli anor, New York 10510 Phone: 14. 62.3415 62 100 64 66 W 92 6' Chain Link Fence 68 Sewer Late P P Y N : 60 70 100 SILT W 72 50 ence 74 90 ilotta ealt o estchester, ral ink F W W ain L nc. an riga nterprises nc. 76 SILT 4' Ch 20 l an Post , 90 ontrose, NY 10548 P S Phone: 14. 3 . 8 1 90 100 3.22 C ate LFG 110 4' C Phase 2 D 88 120 Existing Material ROA C Storage Bin akota F S 94 88 akota ec cling 0 ec cling Ser ices 12 Proposed Garbage Container 20 APPROXIMATE LEASE LINE, 6' Fence Enclosure und 0 11 n Gro an Concrete 4' CL an ge O SEE LEASE AGREEMENT 92 F T a Stora g Are 86 POS Block 0 akota 10 Parkin ncrete 40 ng Co 50 P S 60 70 80 akota Suppl Concrete Ser ices Existi lt Aspha E 1.00 C MATERIA Corp. E MATERIAL STORAGE ON GROUND LEASE LINE ANY L STORAG ilotta E On Ground own o Cortlan t, MATERIAL STORAGE ON GROUND ce E ON GRO E 86 erial Storage k Fen estchester, New York ALB ain Lin M1 C E 4' Ch Existing Mat UND ZON INE H w 88 G W INE E 50 50 50 G W 50 Water Valve 60 70 80 G W 80 Gas Valve ate e ision rawn G E L E E L W G 01 20 2026 own ngineer s Comments E 94 94 W ZON S 94 G S 90 E S W 84 S OUND MATER N GR Mason AGE O STOR RIAL IA MATE Yard L STOR 92 Copyright 2025 - CLA Site Landscape Architecture, Engineering, & Planning Office P.C. It is a violation of the New York State Education Law for any AGE O 92 unauthorized alterations to this document as per Article 145 and 147. all UND g W GRO N GRO OE ON AGE tainin TOR IAL S e Re ER UND MAT 90 W ND 60 60 Ston ROU 50 NG 88 App W GE O rox. RA STO 86 OE Loc L IA L META atio 'X60' G TER C Pro ect No. 20 1104 rawn : n of W Sto ne D 40 MA S Exis Ret OSE ILDI N 20 F ain PROP RAGE BU t. 2" W ing Wa S TO 94 ate: 05 2 2025 : S ater W ll Checke Line OE EX Sheet 2 o 3 W W 4' C IST Conc. Vault PP h EX IST ING ain L 82 W i nk F e nce W ING RE BA PIP E ST OR R RA 94 AG 92 W CK E 90 W Rebar Fnd. On Line W 94 W W 88 ST EXIS OR TI AG NG W 86 92 E & PI CU PE W LTE 90 CS W 54 W 84 W W W W W PP 2025 aterial Storage Yar 52 50' Wide Easement 0 40 50 64 62 48 20 80 Figure 2 46 42 66 44 Page 108 60 LEGEND PROPERTY LINE PHASE I 2025 MATERIAL 2003 MATERIAL STORAGE YARD STORAGE YARD 1.00 ACRES TOTAL : 4.32 ACRES 90 LEASE LINE 70 50 PHASE II 2025 MATERIAL 80 50 60 STORAGE YARD 52 58 Church Street, Suite 200 3.22 ACRES 54 70 MAJOR CONTOURS Saratoga Springs, New York 12866 70 56 Phone: 518.584.8661 TOTAL : 4.22 ACRES 6058 40 SILT 6462 www.clasite.com 68 MINOR CONTOURS 66 5658 62 60 50 SILT 68 96 4 SILT 70 60 10 56 62 60 SILT CK SETBA 20 FT 102 100 64 a ld Are OPERATOR/APPLICANT : e ximat 100 ing Fie Appro 66 98 68 Contact: Jeff Manganello Leach 94 96 70 94 Thalle Industries, Inc. 7 51 Route 100 92 Briarcliff Manor, New York 10510 Phone: 914.762.3415 62 100 64 66 W 92 6' Chain Link Fence 68 Sewer Late PROPERTY OWNER: 60 70 100 SILT W 72 50 ence 74 90 Bilotta Realty of Westchester, ral ink F W W ain L Inc. and Briga Enterprises Inc. 76 SILT 4' Ch 2099 Albany Post Rd, 90 Montrose, NY 10548 PHASE II Phone: 914.737.7891 90 100 3.22 AC ate LFG 110 4' C Phase 2 D 88 120 Existing Material ROA ACK Storage Bin Dakota ETB FT S 94 88 Dakota Recycling 0 Recycling Services 12 Proposed Garbage Container 20 APPROXIMATE LEASE LINE, 6' Fence Enclosure und 0 11 n Gro and Concrete 4' CL and ge O SEE LEASE AGREEMENT 92 F T a Stora g Are 86 POS Block 0 Dakota 10 Parkin ncrete 40 ng Co 50 PHASE I 60 70 80 Dakota Supply Concrete Services Existi lt Aspha E 1.00 AC MATERIA Corp. E MATERIAL STORAGE ON GROUND LEASE LINE ANY L STORAG (Bilotta) E On Ground Town of Cortlandt, MATERIAL STORAGE ON GROUND ce E ON GRO E 86 erial Storage k Fen Westchester, New York ALB ain Lin M1 C E 4' Ch Existing Mat UND ZON INE H w 88 G W INE E 50 50 50 G W 50 Water Valve 60 70 80 G W 80 Gas Valve Date Revision Drawn G E L E E L W WD G 01/20/2026 Town Engineer's Comments E 94 94 W ZON S 94 G S 90 E S 2003 MATERIAL W 84 S OUND STORAGE YARD MATER N GR Mason AGE O STOR RIAL IA MATE 3.75 AC Yard L STOR 92 Copyright 2025 - CLA Site Landscape Architecture, Engineering, & Planning Office P.C. It is a violation of the New York State Education Law for any AGE O 92 unauthorized alterations to this document as per Article 145 and 147. all UND g W GRO N GRO OE ON AGE tainin TOR IAL S e Re ER UND MAT 90 W ND 2003 MATERIAL 60 60 Ston ROU 50 NG 88 App W GE O rox. A TOR 86 OE STORAGE YARD Loc LS META L ERIA ACK atio 'X60' G MAT TB Project No. 20-1104 Drawn By: WD n of W Sto ne D 40 T SE Exis Ret OSE ILDI N 20 F PROP RAGE BU 0.57 AC ain t. 2" W ing Wa S TO 94 Date: 05/27/2025 Checked By: SEM ater W ll Line OE EX Sheet 3 of 3 W W 4' C IST Conc. Vault PP h EX IST ING ain L 82 W i nk F e nce W ING RE BA PIP E ST OR R RA 94 AG 92 W CK E 90 W Rebar Fnd. On Line W 94 W W 88 ST EXIS OR TI AG NG W 86 92 E & PI CU PE W LTE 90 CS W 54 W 84 W W W W W PP 2003 & 2025 Material 52 50' Wide Easement 0 40' Storage Yard Comparison 50 64 62 48 20' 80' Figure 3 46 42 66 44 Page 109 PHASE 2 PROPOSED WORK AT THE FACILITY INCLUDES THE FOLLOWING: DAKOTA RECYCLING SERVICES AND DAKOTA LOCATION MAP RECYCLING FACILITY CONCRETE SERVICES Albany Post Road 1. EXPANDED DETENTION POND. 2. DELINEATED EMERGENCY TRAFFIC LANE. 2099 Albany Post Rd, 3. UPDATED TRACK PAD AREA, RAISED ASPHALT BERMS, AND WHEEL WASH AREA. 4. CONCRETE WASHOUT IMPROVEMENTS AT RECYCLING FACILITY. Westchester County, NY 10548 CONCRETE FACILITY 5. GENERAL STORMWATER IMPROVEMENTS AT THE CONCRETE PLANT AREA. 05-27-2025 US Highway 9 6. PROPOSED DETENTION POND. Revised 09-26-2025 7. IMPROVED RAISED ASPHALT BERMS. 77 EAST CENTRAL AVE LLC 8. FIRE HYDRANT TO BE MADE OPERATIONAL FOR FIRE SUPPRESSION IN Revised 12-12-2025 TAX PARCEL COMPLIANCE WITH 10 STATE STANDARDS. Revised 01-20-2026 #54.12-3-5 2114 APR LLC TAX PARCEL #54.8-2-29 PARKING REQUIREMENTS OPERATOR/APPLICANT : REQUIRED -15 TOTAL EMPLOYEES FOR MILITO JAMES CONCRETE AND RECYCLING Contact: Jeff Manganello TAX PARCEL TIM COOK INC 2103 ALBANY POST TAX PARCEL FACILITIES Thalle Industries, Inc. #54.12-3-6 PROVIDED- 15 PARKING SPACES PROVIDED ROAD INC #54.8-2-28 51 Route 100 TAX PARCEL #55.9-1-1 DAKOTA RECYCLING Briarcliff Manor, New York 10510 Phone: 914.762.3415 DUTCH STREET LLC TAX PARCEL D & N HOUSING LLC TAX PARCEL FACILITY #54.12-3-7 #55.9-1-2 TAX PARCEL PROPERTY OWNER: #55.9-1-3 Bilotta Realty of Westchester, Inc. and Briga Enterprises Inc. 2099 Albany Post Rd, DUTCH STREET LLC Montrose, NY 10548 TAX PARCEL Phone: 914.737.7891 #54.12-3-8 LEAD CONSULTANT: Str eet Dutch Cortlandt DAKOTA SUPPLY CORP. Train Filename: Z:\01_Project _Files\20-24-1104 Thalle Dakota Recycling SWPPP\03_CAD\20-1104 CLA-00 Cover Sheet.dwg // Last Saved On: 1/21/2026 // Plotted By: Wenxin Dai // Plotted: 1/21/2026 3:06:30 PM Refer to Phase 1 Station Site Plan TAX PARCEL #55.9-1-3 58 Church Street, Suite 200 Saratoga Springs, New York 12286 INE US VETERANS HOSPITAL Phone: 518.584.8661 TAX PARCEL Fax: 518.584.8651 #54.16-3-1 METRO-NORTH Contact: Peter Loyola, RLA, ASLA SE L PECKHAM MATERIALS CORP TAX PARCEL COMMUTER RAIL CO TAX PARCEL d #55.9-1-5 al R #55.9-2-1 spit LEA Ho SITE PLAN DRAWING SET rans PEOPLE OF THE STATE OF NY Vete TAX PARCEL Fdr DRAWING INDEX #54.16-3-1.1 Page Sheet Sheet Description No. Title US Highway 9 METRO-NORTH COMMUTER RAIL TAX PARCEL DAKOTA CONCRETE 1 CLA-01 Overall Site Map #55.9-1-6 FACILITY 2 CLA-02 Recycling Facility Site Plan US VETERANS HOSPITAL METRO-NORTH COMMUTER RAIL TAX PARCEL 3 CLA-03 Recycling Equipment Spread Enlargment TAX PARCEL TAX PARCEL #55.9-1-6 #55.9-1-3 4 CLA-04 Recycling Equipment Emission Point Locations #54.16-3-1 ad 5 CLA-05 Recycling Equipment Emission Point Locations Post Ro ive 6 CLA-06 Concrete Facility Site Plan ial Dr METRO-NORTH COMMUTER RAIL TAX PARCEL 7 CLA-07 Concrete Equipment Details Albany #55.9-1-7 or 8 CLA-08 Concrete Truck Washout Layout Plan Mem 9 CLA-9A Plumbing Plan 10 CLA-9B Plumbing Plan Details 0 150' 11 CLA-9C Electric Plan 12 CLA-9D Electric Plan Details 75' 300' 13 CLA-10 Fire & Emergency Response Access Plan 14 CLA-11 General Details R-G NOTES: 15 STR-R1 Recycling SWPPP Drainage Plan 1. ALL CONDITIONS OF APPROVAL AS NOTED IN LETTERS OF APPROVAL OR FINDINGS BY DEPARTMENTS OR AGENCIES CC HAVING JURISDICTION ARE INCORPORATED INTO THE APPROVED SITE PLANS. 16 STR-R2 Recycling Detention Pond Existing Conditions R-15 REFORMED CHURCH OF CORTLANDTOWN 17 STR-R3 Recycling Detention Pond Proposed Conditions 18 STR-R4 Recycling Detention Pond Details MOUNT AIRY NURSERY SCHOOL DAKOTA RECYCLING & R-80 19 STR-R5 Recycling Detention Pond Details CONCRETE FACILITY M-1 20 STR-R6 Recycling Detention Pond Details 21 STR-C1 Concrete SWPPP Drainage Plan PROS R-160 22 STR-C2 Concrete Detention Pond Proposed Conditions M-1 LIGHT INDUSTRIAL HC/9A HIGHWAY COMMERCIAL/ MULTI FAMILY SEC 23 STR-C3 Concrete Detention Pond Details 278 24 STR-C4 Concrete Detention Pond Details R-15 SINGLE FAMILY RESIDENTIAL R-80 SINGLE FAMILY RESIDENTIAL 25 SURVEY Site Survey R-160 R-G PROS RESIDENTIAL GENERAL RESIDENTIAL PARKS RECREATION & HC/9A ZONING MAP SEC 278 CC OPEN SPACE COMMUNITY COMMERCIAL SCALE: 1"=500' TOWN SIGNATURE BLOCK LIC. NO. CLA SITE LIC. NO. CLA SITE Page 110 60 LEGEND DAKOTA RECYCLING TIM COOK INC TAX PARCEL THERE SHALL BE NO STORAGE OF PROPERTY LINE 70 MAJOR CONTOURS DAKOTA RECYCLING SERVICES PROCESSED MATERIAL LLC - OPERATION YARD SERVICES LLC #54.8-2-28 EQUIPMENT OVER THE SEWER DISPOSAL AREA. LEASE LINE 68 MINOR CONTOURS DAKOTA RECYCLING 4.58 ACRES UNDISTURBED AREA CONSTRUCTION 4 FENCE 90 0.70 ACRES 70 SERVICES LLC - GREEN SPACE CLA-11 50 80 50 60 INSPECTION BOUNDARY 70 PROPOSED CONTOURS INCOMING ROCK/CONCRETE 52 MIXED LOADS 58 Church Street, Suite 200 54 DAKOTA CONCRETE LLC INSPECTION PERIMETER Saratoga Springs, New York 12866 70 BUILDING SETBACKS EXISTING STORMWATER PIPE SETBACK TO BE KEPT CLEAR 56 6058 Phone: 518.584.8661 FOR INSPECTIONS 40 DRAINAGE DISCHARGE GRAVEL EMERGENCY SILT 6 62 www.clasite.com 66 4 5658 62 60 ACCESS ROAD PROPOSED STORMWATER PIPE POINT STORMWATER ACCESS ROAD 50 SILT 96 MONITORING 68 4 SILT 70 60 FENCE LINE 10 SILT FENCE UNDISTURBED AREA 56 62 60 SILT OUTFALL 002 CK EXISTING 4' SETBA RECYCLING 20 FT 102 100 2114 APR LLC CHAIN LINK 64 a ld Are OPERATOR/APPLICANT : ximate TAX PARCEL FENCE CONCRETE PLANT EQUIPMENT 100 LIST ing Fie #54.8-2-29 Appro 66 DUTCH STREET98LLC EXISTING 68 Contact: Jeff Manganello Leach 94 96 TAX PARCEL TRI-GALLERY TRAILER 1 CONCRETE TESTING LAB SUBSUFACE SEWER 70 #54.12-3-8 94 DISPOSAL AREA Thalle Industries, Inc. TRAILER 2 LLC PLANT OFFICE/CONTROL ROOM PORTABLE TANK A 7 DUTCH STREET D & N HOUSING LLC 4' CHAIN LINK FENCE 800 GAL DIESEL 51 Route 100 92 TRAILER 3 TAX PARCEL #54.12-3-8 CONCRETE BATCHING ADDITIVETAX AND PARCEL EXISTING 1,000 GAL SEPTIC TANK Briarcliff Manor, New York 10510 #55.9-1-2 CHEMICAL STORAGE Phone: 914.762.3415 62 100 BH BAGHOUSE 64 66 W TOWER - TYPE I/II 92 6' Chain Link Fence S1 CEMENT STORAGE 68 Sewer Late PROPERTY OWNER: 60 70 100 SILT PROPOSED EXPANDED W S2 SILICA STORAGE DETENTION POND 72 50 ence 74 90 Bilotta Realty of Westchester, S3 SLAG STORAGE ral ink F W W ain L Inc. and Briga Enterprises Inc. 76 SILT 4' Ch PROCESSED SUBBASE MATERIAL S4 TYPE I/II CEMENT STORAGE 2099 Albany Post Rd, 90 Montrose, NY 10548 PROPOSED DELINEATED PROPOSED TANK 7 EMERGENCY TRAFFIC LANE FRAC TANK 2,000 GAL USED OIL Phone: 914.737.7891 DAKOTA RECYCLING SERVICES 90 LLC 100 ate PROPOSED TANK 8 LFG INCOMING ROCK 110 AND HOURS OF OPERATION PUMP CHAMBER 300 GAL 4' C CONCRETE MIXED LOADS HYDRAULIC OIL 6AM TO 4PM PROPOSED PROCESSED AGGREGATE AND ARMORED CHECK DAM TANK 9 Phase 2 D 88 MONDAY - SATURDAY (OR AS NEEDED) Existing Material 120 SUBBASE MATERIALS D50=6-8 INCHES 250 GAL MOTOR OIL ROA ACK Storage Bin EXISTING Dakota ETB CONCRETE FT S DAKOTA CONCRETE 88 LLC 94 0 WASHOUT Recycling Services 12 Proposed Garbage Container 20 APPROXIMATE LEASE LINE, 6' Fence Enclosure round HOURS OF OPERATION 11 0 On G US VETERANS HOSPITAL 4' CLF SEE LEASE AGREEMENT AREA DEDICATED FOR and rage 6AM TO 4PM 92 T a TAX PARCEL g Are ck Sto EMPLOYEE 86 POS #54.16-3-1 USE BY DAKOTA e Blo 0 MONDAY - SATURDAY (OR AS NEEDED) PARKING AREA (10) Dakota 10 Parkin oncret 40 CONCRETE LLC ing C 50 60 70 TANK 2 80 GRAVEL ACCESS ROAD Concrete Services lt Exist Aspha E 1,000 GAL GASOLINE MATERIAL TANK 1 E LANDS N PECKHAM INDUSTRIES MATERIAL STORAGE ON GROUND 2,000 GAL DIESEL TANK 5 ANY E ST e On Ground 275 GAL #2 FUEL OIL ORAGE ON DAKOTA SUPPLY TANK 4 Town of Cortlandt, MATERIAL STORAGE ON GROUND Fence E 86 terial Storag 275 GAL #2 FUEL OIL Westchester, New York in Link ALB CORP. GROUND M1 C CONCRETE TRUCK PROPOSED DETENTION 4' Cha E GATE Existing Ma ZON LINE H w PARKING AREA POND Refer to Phase 1 PROPOSED 88 W G 1 INE E 50 50 50 G W WHEEL WASH PROPOSED BERM 50 Water Valve 60 70 80 G W CLA-11 TANK 3 80 Site Plan Gas Valve PAD Date Revision Drawn G E L E 2,000 GAL DIESEL TANK 6 PECKHAM MATERIALS CORP W TAX PARCEL 05/27/2025 Proposed infrastructure information update WD G 1,000 GAL #2 FUEL OIL E 94 94 EXISTING HOSE /NOZZLE E #55.9-1-5 WD W 07/24/2025 Outfall Number Changed ZON S 94 LOCATION FOR WASH PAD G S 90 E S 11/20/2025 Survey Update SEM W 84 S 01/20/2026 Town Engineer's Comments SEM PROPOSED ASPHALT OUND MATER N GR2 Mason AGE O MOUNTABLE CURB FOR STOR RIAL CLA-11 STORMWATER DIVERSION IA MATE Yard L STOR 92 AT HIGH POINT Copyright 2025 - CLA Site Landscape Architecture, Engineering, & Planning Office P.C. It is a violation of the New York State Education Law for any AGE O 92 unauthorized alterations to this document as per Article 145 and 147. all D OUN EMPLOYEE g W N GRO OE N GR GE O tainin L ST ORA PARKING AREA (5) ERIA e Re N 15° 15'12" W UND MAT 90 W ND 60 60 Ston ROU CONCRETE BLOCK 50 10.00' N GPIT EXCAVATED 88 WASH App W GE O FORMS rox. ORA 86 OE L ST INTO GRADE Loc TAL IA K DAKOTA CONCRETE LLC atio 0' ME TER BAC Project No. 20-1104 Drawn By: WD n of W Sto n 40'X6 DING MA SET eR OSED RESIDUAL CONCRETE T Exis eta IL 20 F PROP RAGE BU t. inin 2" W g Wa STO 94 DISPOSAL AREA 1.38 ACRES Date: 01/22/2025 Checked By: SEM ater W ll Line OE CONCRETE TRUCK EX WASH OUT AREA Sheet 01 of 25 W Conc. Vault W PP 4' C h ain L EX IST IST ING PROPOSED ASPHALT 82 W ink F e nce W ING RE BA PIP E ST MOUNTABLE CURB, NO.1 OR R RA 94 AG 2 PROPOSED ASPHALT 92 W CK E 90 W Rebar Fnd. On Line W 94 CLA-11 MOUNTABLE CURB, NO.2 OUTFALL 001 W W 88 ST EXIS OR TIN EXISTING CONCRETE MANHOLE AG G 86 92 W E & PIP CU E W WITH SOLID COVER LTE NOTES: 90 CS W 54 W 84 WITH 1. THERE SHALE BE NO STOCKPILING OF MATERIAL ASSOCIATED W W DAKOTA RECYCLING SERVICES ON THE DAKOTA SUPPLY CORP LEASE AREA. W W W PP 2. ALL STOCKPILES TO MEET THE HEIGHT REQUIREMENTS. 3. HOURS OF OPERATIONS: SHARED ACCESS ROAD OVERALL SITE MAP 52 Wide Easemen 50'DAKOTA t METRO-NORTH COMMUTER RAIL RECYCLING SERVICE - 6AM TO 4PM MON-SAT, OR AS NEEDED TAX PARCEL 0 40' DAKOTA CONCRETE LLC - 6AM TO 4PM MON-SAT, OR AS NEEDED CONCRETE TRUCK #55.9-1-6 50 4. WATER FOR SPRAY HEADS IS PROVIDED USING HOSES THAT ARE DEPLOYED SEASONALLY WHEN THE EQUIPMENT IS OPERATING. 5. THERE SHALL BE NO STORAGE OF EQUIPMENT OVER THE SEWER DISPOSAL STAGING AREA, SOUTH SIDE OF 64 62 48 20' 80' CLA-01 46 42 ASPHALT BERM 66 AREA. 44 Page 111 70 56 6058 SILT 64 62 SUPERIOR SILT 66 56 PATRIOT 68 96 SILT 4 70 10 CONE 56 SILT SILT CRUSHER CK SETBA 102 100 20 FT 58 Church Street, Suite 200 64 a ld Are ximate Saratoga Springs, New York 12866 100 ing Fie Phone: 518.584.8661 Appro 66 98 www.clasite.com 68 Leach 94 96 MAIN PLANT GENERATOR 70 94 ENCLOSURE 72 SUPERIOR GUARDIAN CLOSED CIRCUIT SCREENING 92 SCREEN AND CRUSHING (MAIN) PLANT EDGE TS-80 STACKER OPERATOR/APPLICANT : EPP03 62 100 EPK01 Contact: Jeff Manganello EPP04 64 EPKEX 66 Thalle Industries, Inc. W 92 6' Chain Link Fence EPJ03 68 EPP05 Sewer Late 51 Route 100 NEAREST RECEPTOR LOCATION EPSTP EPC01 70 W 100 SILT Briarcliff Manor, New York 10510 EPP07 72 Scale: NTS EPS01 Phone: 914.762.3415 W ence 74 90 EPP02 EPP06 ra ink F As per the AERSCREEN model output files, WSW EPV01 W l W ain L EPS01 76 EPV02 EPJEX 4' Ch SILT direction has approximately 500' (150 m) of EPSTP PROPERTY OWNER: EPJ02 clearance (worst-case impact direction and EPSTP EPJ04 Bilotta Realty of Westchester, 90 EPJ01 distance). Predicted concentration at this Inc. and Briga Enterprises Inc. W location and direction have been utilized in the SANDVIK QJ-341 JAW CRUSHER 2099 Albany Post Rd, 100 modeling90analysis. SUPERIOR 36X60 STACKERS (1 AND 2) Montrose, NY 10548 ate LFG 110 Phone: 914.737.7891 4' C EPSTP See Drawing CLA-03 for Enlargement. EPSTP D 120 Existing Material EPL04 ROA EPL05 ACK Storage Bin ETB FT S 94 EPSTP 0 88 12 Proposed Garbage Container EPL02 20 APPROXIMATE LEASE LINE, Phase 2 6' Fence Enclosure nd 0 Grou ' 11 500 EPLEX EPSTP 4' CLF n ge O SEE LEASE AGREEMENT Dakota 92 T rea Stora king A POS Block Recycling Services 0 10 EPL03 ncrete EPL01 lt Par ng Co and 50 60 70 80 EPSTP Existi EPSTP Aspha E Dakota MATERIA E 1 DUTCH STREET SANDVIK QE442 SCALPING LANDS N PECKHAM INDUSTRIES Concrete Services MATERIAL STORAGE ON GROUND ANY SCREEN (LOCATION WHEN L STORAG E On Ground FACILITY LEASE LINE EPSTP IN USE; APPROX. ELEV. 80') MATERIAL STORAGE ON GROUND ce E ON GROU E e k Fen Town of Cortlandt, terial Storag ALB ain Lin M1 C Westchester, New York E 4' Ch Existing Ma ZON INE H ND W 88 INE E W 50 G 50 50 50 W 60 70 G 80 W 80 G E L E SITE LOCATION MAP E L W G Scale: NTS E W 94 94 Date Revision Drawn ZON S 94 G W S 08/29/24 SITE LOCATION MAP, EPSTP, WIND ARROW SRZ E 90 S S S BUCHANAN 05/27/25 Base Map Information Update WD W 11/20/25 Survey Update SEM D ROUN MATER 01/20/26 Town Engineer's Comments WD ON G Mason STO RAGE RIAL IAL ST MATE Yard ORAG Copyright 2025 - CLA Site Landscape Architecture, Engineering, & Planning Office MONTROSE P.C. It is a violation of the New York State Education Law for any 92 E ON G unauthorized alterations to this document as per Article 145 and 147. ND ROU Al ON G GE PREVAILING WIND ba ORA Cr ROUN Approx. L L ST N 15° 15'12" W ERIA ny ot W MAT DIRECTION on ND D 60 U Po 60 GRO 50 10.00' Ex W E ON st RAG (FROM NORTH) Project No. 20-1176 Drawn By: SZ pw STO R o IAL d. y W cati TAL TER CK 0' ME BA on o 40'X6 G MA SET Date: 09/04/2024 Checked By: PMA f ExW T OSED BUILDIN 20 F ist. R O P P AGE 2" STOR WateW Sheet 02 of 25 FACILITY LEASE 94 r Line LINE W EX 4' C ISTIN EX W hain IST ING GP Lin k Fe W RE IPE nce BA ST R OR W RA AG94 CK RECYCLING FACILITY 92 W E 90 W 94 W W 88 W W HUDSON86RIVER W 92 ST EXIS OR TIN AG G E & PIP CU E W 0 30' SITE PLAN LTE W 90 CS W 54 84 W W CRUGERS W W 15' 60' CLA-02 W W W W PP Page 112 TBA CK 20 FT SE 58 Church Street, Suite 200 Saratoga Springs, New York 12866 Phone: 518.584.8661 www.clasite.com 83'-2 SUPERIOR P300 CONE CRUSHER OPERATOR/APPLICANT : " 76'-1 Contact: Jeff Manganello Thalle Industries, Inc. NOTE: SUPERIOR GUARDIAN 51 Route 100 Briarcliff Manor, New York 10510 MAIN PLANT GENERATOR " Phone: 914.762.3415 6203-TH32 SCREEN STOCKPILES ARE GENERATED BY ENCLOSURE PROPERTY OWNER: STACKERS AND CONVEYORS ON THE MOBILE JAW CRUSHER AND SCALPING EDGE TS80 STACKER EPMEX CLOSED CIRCUIT SCREENING Bilotta Realty of Westchester, Inc. and Briga Enterprises Inc. SCREEN. AGGREGATE EMISSIONS FROM EPP05 AND CRUSHING (MAIN) PLANT 2099 Albany Post Rd, Montrose, NY 10548 ALL STOCKPILES ARE REPRESENTED BY Phone: 914.737.7891 EPP03 EMISSION POINT EPSTP. EPK01 PV4 W PV3 EPP04 W EPKEX PV2 PV1 EPL04 EPJ03 W (ON CRAWLER UNIT UNDER EPSTP THE CONVEYOR) EPP07 EPC01 W EPP02 EPS01 Phase 2 CONVEYOR 1 (UNDER CONVEYOR PV1) JV2 W (UNDER CONVEYOR PV2) Dakota W EPP01 Recycling Services W EPSTP EPP06 and EPLEX W EPL01 EPL02 CONVEYOR 2 EPL05 Dakota EPJEX Concrete Services W SANDVIK QJ-341 W CONVEYOR 3 EPJ02 W W W W W JAW CRUSHER Town of Cortlandt, W EPSTP EPV01 EPJ04 Westchester, New York JV1 SANDVIK QE442 EPSTP EPV02 EPL03 SCALPING SCREEN EPSTP EPJ01 Date Revision Drawn 36/60 STACKER 2 08/29/24 SITE LOCATION MAP AND DUST CONTROL SRZ BUCHANAN 05/27/25 Base Map Information Update WD 01/20/26 Town Engineer's Comments WD W 36/60 STACKER 1 W W Copyright 2025 - CLA Site Landscape Architecture, Engineering, & Planning MONTROSE P.C. It is a violation of the New York State Education Law for any unauthorized alterations to this document as per Article 145 and 147. Al ba Cr ny ot on Po PRIMARY RAW Ex st p Project No. 20-1176 Drawn By: SZ Rd w y . FACILITY LEASE MATERIAL Date: 09/04/2024 Sheet 03 of 25 Checked By: PMA LINE FEED PILE EPSTP RECYCLING EQUIPMENT HUDSON RIVER SITE LOCATION MAP 0 10' SPREAD ENLARGEMENT CRUGERS SCALE: NTS 5' 20' CLA-03 Page 113 58 Church Street, Suite 200 Saratoga Springs, New York 12866 B Phone: 518.584.8661 www.clasite.com EPL01 EPL05 EPL03 EPL04 EPL02 OPERATOR/APPLICANT : EPLEX (FAR EPLEX SIDE) Contact: Jeff Manganello Thalle Industries, Inc. 51 Route 100 GROUND LEVEL GROUND LEVEL Briarcliff Manor, New York 10510 ELEVATION: +/- 80' ELEVATION: +/- 80' Phone: 914.762.3415 B AA SANDVIK QE442 SCALPING SCREEN - SIDE VIEW BB SANDVIK QE442 SCALPING SCREEN - END VIEW PROPERTY OWNER: SCALE: 1" = 5' SCALE: 1" = 5' Bilotta Realty of Westchester, Inc. and Briga Enterprises Inc. 2099 Albany Post Rd, EPP01 Montrose, NY 10548 E Phone: 914.737.7891 EPJ03 EPS01 EPP02 EPJ01 EPP03 EPJ02 SCREEN EPJEX EPC01 EPP04 EPP05 EPP07 Phase 2 GROUND LEVEL GROUND LEVEL ELEVATION: Dakota ELEVATION: +/- 83' +/- 81' Recycling Services E and CC SANDVIK QJ341 JAW CRUSHER - SIDE VIEW DD SUPERIOR CLOSED CIRCUIT PLANT - SIDE VIEW Dakota SCALE: 1" = 5' SCALE: 1" = 5' Concrete Services (36/60 STACKER 2) Town of Cortlandt, EPJ01 Westchester, New York EPJEX 1) R EPP04 KE AC CONVEYOR 1 ST CONVEYOR 2 6 0 EPP01 EPP02 6/ EPJ04 (3 Date Revision Drawn EPS01 (UNDER EPP07 CONVEYOR 3 CONVEYOR 2) 08/29/24 DUST CONTROL SPRAY HEADS SRZ 01/20/26 Town Engineer's Comments WD EPP03 GROUND LEVEL ELEVATION: *SEE CLA-004 +/- 83' Copyright 2025 - CLA Site Landscape Architecture, Engineering, & Planning EPP05 P.C. It is a violation of the New York State Education Law for any CLOSED CIRCUIT PLANT (TS-80 STACKER) unauthorized alterations to this document as per Article 145 and 147. EE SANDVIK QJ341 JAW CRUSHER - END VIEW GENERATOR ENCLOSURE SCALE: 1" = 5' EPMEX NOTE: SUPERIOR CLOSED CIRCUIT PLANT - TOP VIEW Project No. 20-1176 Drawn By: SZ FF SCALE: 1" = 5' 1. STOCKPILES ARE GENERATED BY STACKERS AND CONVEYORS ON Date: 09/04/2024 Checked By: PMA THE MOBILE JAW CRUSHER AND SCALPING SCREEN. AGGREGATE EMISSIONS FROM ALL STOCKPILES ARE REPRESENTED BY EMISSION Sheet 04 of 25 POINT EPSTP. 2. WATER FOR SPRAY HEADS IS PROVIDED USING HOSES THAT ARE DEPLOYED SEASONALLY WHEN THE EQUIPMENT IS OPERATING. SEE CLA-9A RECYCLING EQUIPMENT EMISSION POINT LEGEND: LOCATIONS DUST CONTROL SPRAYHEAD CLA-04 EMISSION POINT Page 114 58 Church Street, Suite 200 Saratoga Springs, New York 12866 Phone: 518.584.8661 www.clasite.com EPK01 EPV01 OPERATOR/APPLICANT : Contact: Jeff Manganello Thalle Industries, Inc. 51 Route 100 Briarcliff Manor, New York 10510 Phone: 914.762.3415 PROPERTY OWNER: Bilotta Realty of Westchester, Inc. and Briga Enterprises Inc. 2099 Albany Post Rd, GROUND LEVEL ELEVATION: +/- 84' GROUND LEVEL ELEVATION: +/- 83' Montrose, NY 10548 Phone: 914.737.7891 EPKEX AA TS80 STACKER - SIDE VIEW BB 36-60 STACKER 1 - SIDE VIEW SCALE: 1" = 10' SCALE: 1" = 10' Phase 2 Dakota Recycling Services and EPV02 Dakota Concrete Services Town of Cortlandt, Westchester, New York LEGEND: DUST CONTROL SPRAYHEAD Date Revision Drawn EMISSION POINT 01/20/26 Town Engineer's Comments WD GROUND LEVEL ELEVATION: +/- 83' Copyright 2025 - CLA Site Landscape Architecture, Engineering, & Planning P.C. It is a violation of the New York State Education Law for any unauthorized alterations to this document as per Article 145 and 147. CC 36-60 STACKER 2 - SIDE VIEW SCALE: 1" = 10' Project No. 20-1176 Drawn By: SZ NOTE: Date: 09/04/2024 Checked By: PMA Sheet 05 of 25 1. STOCKPILES ARE GENERATED BY STACKERS AND CONVEYORS ON THE MOBILE JAW CRUSHER AND SCALPING SCREEN. AGGREGATE EMISSIONS FROM ALL STOCKPILES ARE REPRESENTED BY EMISSION POINT EPSTP. RECYCLING EQUIPMENT EMISSION POINT LOCATIONS CLA-05 Page 115 0 12 OXIMATE LEASE LINE, LEGEND 11 0 CONCRETE PLANT EQUIPMENT LIST GRAVEL ACCESS ROAD EASE AGREEMENT PROPERTY LINE LEASE LINE DRAINAGE DISCHARGE POINT EXISTING STORMWATER PIPE TRAILER 1 TRAILER 2 TRAILER 3 CONCRETE TESTING LAB PLANT OFFICE/CONTROL ROOM CONCRETE BATCHING ADDITIVE AND MAINTENANCE GARAGE 0 10 K CHEMICAL STORAGE 58 Church Street, Suite 200 B AC BUILDING SETBACKS PROPOESED STORMWATER PIPE Saratoga Springs, New York 12866 SET BH BAGHOUSE Phone: 518.584.8661 80 T www.clasite.com S1 TOWER - TYPE I/II CEMENT STORAGE 20 F ACCESS ROAD EXISTING JERSEY BARRIER S2 SILICA STORAGE PROPOSED JERSEY BARRIER 70 MAJOR CONTOURS S3 SLAG STORAGE S4 TYPE I/II CEMENT STORAGE 68 MINOR CONTOURS MOUNTABLE ASPHALT CURB OPERATOR/APPLICANT : 70 PROPOSED CONTOURS GUTTER DRAINAGE Contact: Jeff Manganello TANK 1 Thalle Industries, Inc. CHAIN LINK FENCE DIVERSION BERM 2,000 GAL. 51 Route 100 DIESEL PROPOSED DETENTION Briarcliff Manor, New York 10510 POND Phone: 914.762.3415 PRODUCT BINS TANK 2 1,000 GAL. GASOLINE PROPERTY OWNER: 88 DAKOTA RECYCLING SERVICES LLC TANK 3 2,000 GAL. Bilotta Realty of Westchester, 70 DIESEL 80 80 Inc. and Briga Enterprises Inc. 2099 Albany Post Rd, Montrose, NY 10548 Phone: 914.737.7891 90 TANK #6 1,000 GALLON #2 FUEL OIL ABOVE GROUND Phase 2 TANK ON SLAB Dakota E E LIN FEED HOPPER AND BATCHING Recycling Services MATERIAL LOADING HOPPERS UNIT AGGREGATE STORAGE FEED TO BELT CONVEYOR and SILO STORAGE Dakota LEAS STRUCTURES, TYP. Concrete Services VALVE BOX CONCRETE BLOCK FORMS COMMUNICATIONS BAGHOUSE AIR QUALITY AND CURING AREA ON SLAB HANHOLD TREATMENT STRUCTURE CONCRETE JERSEY Town of Cortlandt, PROPOSED STORMWATER Westchester, New York 60 BARRIER (TYP.) DISCHARGE PIPE EX. ELECTRIC DAKOTA CONCRETE LLC TRANSFORMER EXISTING HYDRODYNAMIC SEPERATOR STRUCTURE PLANT MIX DISPENSER TRUCK LOADING EX. ELECTRIC "HDS-1" CONTECH MODEL K Date Revision Drawn ET BAC PANEL BOXES CDS-5-C FT S FACILITY CHANNEL 20 11/20/2025 Survey Update SEM CATCH BASIN 01/20/2026 Town Engineer's Comments SEM PROPOSED STORMWATER EXISTING WASH PIT CATCH BASIN EXCAVATED INTO GRADE EXISTING (2)-12"∅-45" BEND EXISTING RESIDUAL EXISTING POWER FITTINGS CONCRETE DISPOSAL AREA 2 PROPOSED ASPHALT POLE, TYP. Copyright 2025 - CLA Site Landscape Architecture, Engineering, & Planning CLA-11 MOUNTABLE CURB, NO.2 EXISTING P.C. It is a violation of the New York State Education Law for any EXISTING CONCRETE PRETREATMENT unauthorized alterations to this document as per Article 145 and 147. TRUCK WASH OUT AREA STORAGE BASIN NO. 1 EXISTING DRAINAGE ROADSIDE CHANNEL 3,000 GALLON STRUCTURE SOLID COVER STORAGE CAPACITY 90 OUTFALL NO. 001 Project No. 20-1108 Drawn By: SEM Date: 05/27/2025 Checked By: PAL PROPOSED ASPHALT 2 MOUNTABLE CURB, NO.1 CLA-11 Sheet 06 of 25 54 FACILITY CHANNEL CONCRETE TRUCK STAGING AREA SOUTH OF ASPHALT BERM EXISTING CHAIN EXISTING HEADWALL AREA OF DISTURBANCE LINK FENCE WITH PIPE CULVERT 52 4.82± ACRES NOTES: EXISTING PRETREATMENT STORAGE BASIN NO. 2 CONCRETE FACILITY 1. THIS PLAN DEPICTS THE EXISTING PLANT THAT IS CURRENTLY ON-SITE. 2. AS THE RESULT OF A RECENT FIRE, REPAIRS ARE BEING MADE TO THE CONCRETE PLANT AS NECESSARY. 1,000 GALLON STORAGE CAPACITY 0 20' SITE PLAN NO SUPERSTRUCTURE COMPONENTS SHOWN ON THIS DRAWINGS ARE BEING REPLACED. PERMANENT REPAIR WORKACCESS IS LIMITED TO REPLACING DAMAGED PARTS WITHIN THE MECHANICAL SYSTEM. 3. SEE CLA-07 FOR CONCRETE FACILITY PLANT DETAILS. EASEMENT "B" TRUCK TURNING AND STAGING 10' 40' CLA-06 62 64 Page 116 58 Church Street, Suite 200 Saratoga Springs, New York 12866 Phone: 518.584.8661 SILO 2 www.clasite.com SILO 1 SILO 3 OPERATOR/APPLICANT : Contact: Jeff Manganello Thalle Industries, Inc. 51 Route 100 Briarcliff Manor, New York 10510 Phone: 914.762.3415 PROPERTY OWNER: Bilotta Realty of Westchester, Inc. and Briga Enterprises Inc. 2099 Albany Post Rd, Montrose, NY 10548 Phone: 914.737.7891 Phase 2 Dakota NOTE: 1. SILO 4 (BEHIND SILO 3) IS NOT SHOWN. Recycling Services and NOTE: 1. SILOS 3 AND 4 ARE IN FOREGROUND AND ARE NOT SHOWN. FRONT VIEW Dakota Concrete Services Town of Cortlandt, BAGHOUSE Westchester, New York FEED HOPPER AND BATCHING UNIT BH SILO 2 AGGREGATE STORAGE BIN SILO 1 Date Revision Drawn 9/8/25 CLA SITE NOTE REVISIONS SEM Copyright 2025 - CLA Site Landscape Architecture, Engineering, & Planning P.C. It is a violation of the New York State Education Law for any unauthorized alterations to this document as per Article 145 and 147. SILO 3 SILO 4 Project No. 20-1104 Drawn By: SEM Date: 05/27/2025 Checked By: PAL Sheet 07 of 25 PLAN VIEW CLA SITE NOTES: 1. THIS PLAN DEPICTS THE EXISTING PLANT THAT IS CURRENTLY ON-SITE. 2. CONCRETE PLANT DRAWING TITLED LP12 FOUNDATION LAYOUT PROVIDED BY CON-E-CO, CONCRETE EQUIPMENT COMPANY, DRAWING NUMBER C8001-F1, DATED 9/24/04. 3. EQUIPMENT IN RED ADDED BY CLA SITE FOR CLARIFICATION. SAFETY RAILINGS AND HOPPER COVER ADDED TO REFLECT EXISTING CONDITIONS. SILO NUMBERS ADDED TO CORRESPOND TO SITE PLAN. CONCRETE EQUIPMENT 4. SEE CLA-06 FOR CONCRETE FACILITY SITE PLAN. 5. AS THE RESULT OF A RECENT FIRE, REPAIRS ARE BEING MADE TO THE CONCRETE PLANT AS NECESSARY. DETAILS NO SUPERSTRUCTURE COMPONENTS SHOWN ON THIS DRAWINGS ARE BEING REPLACED. REPAIR WORK IS LIMITED TO REPLACING DAMAGED PARTS WITHIN THE MECHANICAL SYSTEM. CLA-07 Page 117 TYPICAL FRAC TANK EXISTING WATER W TANKS 58 Church Street, Suite 200 Saratoga Springs, New York 12866 Phone: 518.584.8661 W SILT www.clasite.com OPERATOR/APPLICANT : W Contact: Jeff Manganello W Thalle Industries, Inc. 51 Route 100 W SILT Briarcliff Manor, New York 10510 Phone: 914.762.3415 PROPERTY OWNER: Bilotta Realty of Westchester, Inc. PUMP SPECIFICATIONS 2" WATER SUPPLY LINES, TYP. and Briga Enterprises Inc. 2099 Albany Post Rd, W PROPOSED Montrose, NY 10548 Phone: 914.737.7891 FRAC TANK PROPOSED Phase 2 Dakota PUMP CHAMBER AND PUMP Recycling Services PROPOSED and Dakota Concrete PUMP - AMT #4250-95 STONE CHECK DAM D50=6-8 INCHES Services Town of Cortlandt, EXISTING Westchester, New York CONCRETE WASHOUT Date Revision Drawn 05/27/25 Base map info update WD Copyright 2020 - CLA Site Landscape Architecture, Engineering, & Planning P.C. It Is A Violation Under the New York State Education Law For Any Unauthorized Alterations to This Document As Per Article 145 And 147. Drawn By: SRZ/WD APPROXIMATE UGT Project No. 20-24-1104 TRUCK W CIRCULATION Date: 12/20/2024 E UG CONCRETE TRUCK U UG WT E GE UG E UG 0 30' WASHOUT E G U LAYOUT PLAN U UG WT GE 15' 60' CLA-08 Page 118 60 LEGEND TIM COOK INC TAX PARCEL PROPERTY LINE 70 MAJOR CONTOURS DAKOTA RECYCLING SERVICES #54.8-2-28 PROCESSED MATERIAL LLC - OPERATION YARD LEASE LINE 68 MINOR CONTOURS 90 70 50 DAKOTA RECYCLING 80 SERVICES LLC - GREEN SPACE 50 60 INSPECTION BOUNDARY 70 PROPOSED CONTOURS INCOMING ROCK/CONCRETE 52 MIXED LOADS 58 Church Street, Suite 200 54 INSPECTION PERIMETER SETBACK Saratoga Springs, New York 12866 70 BUILDING SETBACKS EXISTING STORMWATER PIPE TO BE KEPT CLEAR FOR INSPECTIONS 56 DAKOTA CONCRETE LLC 6058 Phone: 518.584.8661 40 DRAINAGE DISCHARGE SILT 6 62 www.clasite.com 66 4 5658 62 60 FENCE LINE POINT STORMWATER 50 SILT FENCE SILT 96 MONITORING 68 4 SILT 70 60 10 56 62 60 SILT OUTFALL 002 CK 4' CHAIN SETBA RECYCLING 20 FT 102 100 2114 APR LLC LINK FENCE 64 a ld Are OPERATOR/APPLICANT : ximate 100 NOTE: ALL WATER LINES AND ASSOCIATED TAX PARCEL ing Fie LEGEND EQUIPMENT ARE EXISTING FEATURES. #54.8-2-29 Appro 66 DUTCH STREET98LLC PHOTO 1 PHOTO 2 PHOTO 3 PHOTO 4 68 Contact: Jeff Manganello Leach 94 EXISTING 96 TAX PARCEL SP SPRINKLER HEAD TRI-GALLERY 70 #54.12-3-8 94 TANK 10 SUBSUFACE SEWER Thalle Industries, Inc. 7 MH DUTCH MANHOLE STREET LLC D & N HOUSING LLC 4' CHAIN LINK FENCE 1000 GAL DIESEL DISPOSAL AREA 51 Route 100 92 TAX PARCEL HB#54.12-3-8 HOSE BIB TAX PARCEL PROCESSING EQUIPMENT DUST EXISTING 1,000 Briarcliff Manor, New York 10510 #55.9-1-2 CONTROL WATER MANIFOLD GAL SEPTIC TANK OBSERVED WATER LINE (OBSERVED) Phone: 914.762.3415 62 100 64 66 W INFERRED WATER LINE 92 6' Chain Link Fence 68 Sewer Late NON-POTABLE PROPERTY OWNER: 60 70 100 WATER TANKS SILT W PRIMARY WATER SUPPLY VALVE 72 50 ence 74 90 Bilotta Realty of Westchester, ral ink F W W FLEXIBLE HOSE ain L Inc. and Briga Enterprises Inc. 76 SILT (OBSERVED) 4' Ch PROCESSED SUBBASE MATERIAL 2099 Albany Post Rd, LEGEND H 90 Montrose, NY 10548 H HYDRANT TANK 7 2,000 GAL USED OIL Phone: 914.737.7891 GATE VALVE 100 DAKOTA SUPPLY 90 ate TANK 8 PRZ VALVE LFG INCOMING ROCK AND 110 300 GAL CORP. 4' C CONCRETE M METERMIXED LOADS HYDRAULIC OIL MUNICIPAL WATER LINE ALBANY POST ROAD Refer to Phase 1 REF: MID RECORD CARD TANK 9 Phase 2 D 88 ALL PIPES 6" EXCEPT AS INDICATED PROCESSED AGGREGATE120 ACCT#301370 AND 250 GAL MOTOR OIL ALL VALVES 6" GATE Site Plan Existing Material ROA ACK Storage Bin SUBBASE 117 ALBANY POST MATERIALS ROAD WATER SUPPLY Dakota ETB CONNECTION WITH VALVE FT S 94 IN MECHANICAL ROOM 88 0 Recycling Services 12 US VETERANS HOSPITAL BYPASS Proposed Garbage Container (PHOTO 4) DAKOTA RECYCLING 20 6' Fence Enclosure APPROXIMAT E LEASE LINE, round TAX PARCEL 0 11 On G #54.16-3-1 4' CLF SERVICES SEE LLC LEASE AGREEMENT and rage 92 T a g Are AREA DEDICATED FOR ck Sto HB ACK 86 POS 4.58 ACRES 4" PIPE THROUGH e Blo 0 METER PIT Dakota 10 ETB Parkin BACKFLOW VALVE PIT USE BY DAKOTA oncret 40 FT S ing C 50 60 70 80 M BACKFLOW Concrete Services lt Exist CONCRETE LLC 20 Aspha E VALVE PIT EMPLOYEE 4" PIPE MATERIAL TANK 1 PARKING AREA E TO INDUSTRIES TANK 5LANDS N PECKHAM MATERIAL STORAGE ON GROUND 4" PIPE THROUGH 2,000 GAL DIESEL 4" PIPE TO 4" RPZ PLANT ANY METER PIT MAINTENANCE GARAGE 275 GAL #2 FUEL OIL E ST e On Ground (SEE PHOTO 1) EMPLOYEE (INFERRED LOCATION) ORAGE ON TANK 2 (SEE PHOTO 2) PARKING AREA TANK 4 Town of Cortlandt, MATERIAL STORAGE ON GROUND 1,000 GAL GASOLINE Fence E 86 275 GAL #2 FUEL OIL terial Storag Westchester, New York in Link ALB WATER SERVICE CONNECTION DETAIL CONCRETE TRUCK GROUND M1 NEW DETENTION POND C 4' Cha E PARKING AREA Existing Ma N.T.S. ZON LINE H w CURB/BERM 88 G W INE E 50 50 50 G W 50 Water Valve GATE 60 70 SPRAY NOZZLE 80 G W TANK 3 80 Gas Valve Date Revision Drawn G STORAGE LOCATION E L E 2,000 GAL DIESEL PECKHAM MATERIALS CORP W SP CONCRETE PLANT WATER SUPPLY TAX PARCEL 11/20/2025 Survey Update SEM G CONNECTION WITH VALVE E 94 94 E 5/8" WASH HOSE WITH #55.9-1-5 (PHOTO 3) W 01/20/2026 Town Engineer's Comments SEM ZON S 94 SPRAY NOZZLE G S 90 E S W 84 S TANK 6 NEW WHEEL WASH 2" HDPE 1,000 GAL #2 FUEL OIL ND 1" PEX MATER ROU ON G Mason AG E PAD (OBSERVED) (OBSERVED) STOR RIAL IA MATE NEW ASPHALT MOUNTABLE CURB Yard L STOR 92 1" PEX 4" PIPE TO CONCRETE PLANT SEE CLA-9B FOR Copyright 2025 - CLA Site Landscape Architecture, Engineering, & Planning 1" PEX Office P.C. It is a violation of the New York State Education Law for any (OBSERVED) ENLARGED DETAIL AGE O (OBSERVED) AND MAINTENANCE GARAGE 92 unauthorized alterations to this document as per Article 145 and 147. all WATER METER IN MANHOLE 2" HDPE (INFERRED ND LOCATION, END g W ROU GATE (INFERRED LOCATION) N GRO OE ON G (PHOTO 1) OF PIPEAGEAT SPRINKLER OBSERVED) tainin TOR SP IAL S e Re N 15° 15'12" W ER UND MAT 90 W D 60 OUN 60 Ston 50 R 10.00' 4" BACKFLOW PREVENTION DEVICE IN N GPIT 88 WASH EXCAVATED App W GE O CONCRETE PLANT AND rox. CONCRETE VAULT (PHOTO 2) ORA CONCRETE BLOCKGARAGE WATER SUPPLY 86 OE L ST INTO GRADE Loc TAL ERIA ACK DAKOTA CONCRETE LLC atio (RFE.: NYSDOH CERTIFICATE 0' MEAPPROVAL OF MAT ETB FORMS Project No. 20-1104 Drawn By: WD n of W Sto SETBACKUNDER PAVEMENT 20 FT VALVE n eR 40'X6 DING RESIDUAL CONCRETE FT S OSED Exis eta FOR BACKFLOW PREVENTION IL 20 PROP RAGE BU DEVICE, LOG HYDRANT t. inin (LOCATION PER INSTALLER) 2" W g Wa TO NO. CC-1055 DATED S3/6/92) 94 DISPOSAL AREA 1.38 ACRES Date: 10/02/2025 Checked By: SEM ater W ll Line OE CONCRETE TRUCK FLEXIBLE HOSE Sheet 09 of 25 EX WASH OUT AREA W Conc. Vault W PP 4' C h ain L EX IST IST ING (OBSERVED) FLOW TESTS DEEMED HYDRANT 82 W ink F e nce W ING RE BA PIP E ST INOPERABLE. HYDRANT AND WATER OR R RA 94 AG LINES WILL BE IN COMPLIANCE WITH 92 W CK E 90 W Rebar Fnd. On Line 94 OUTFALL 001 W W 10 STATE STANDARDS. W 88 ST EXIS OR TIN EXISTING CONCRETE MANHOLE AG G W 86 92 E & PIP CU E W WITH SOLID COVER LTE 90 CS SEE WATER SERVICE W 54 W 84 SP 4X4 TEE AND PIPE W 4" CONCRETE PLANT, MAINTENANCE CONNECTION W (LOCATED WITH W W PP GARAGE AND PECKHAM FACILITY W MAGNETOMETER BY INSTALLER) DETAIL INSET WATER SUPPLY LINE MH METRO-NORTH COMMUTER RAIL PLUMBING PLAN 52 50' Wide Easement (INFERRED LOCATION) NOTES: (DIAMETER PER MID INSPECTION) TAX PARCEL 1. THERE SHALE BE NO STOCKPILING OF MATERIAL ASSOCIATED WITH DAKOTA 2" HDPE #55.9-1-6 0 40' RECYCLING SERVICES ON THE DAKOTA SUPPLY CORP LEASE AREA. TO SPRINKLER 50 2. ALL STOCKPILES TO MEET THE HEIGHT REQUIREMENTS. 3. HOURS OF OPERATIONS; DAKOTA RECYCLING SERVICE - SHARED ACCESS ROAD 64 62 48 20' 80' CLA-9A 46 42 DAKOTA CONCRETE LLC - 66 44 Page 119 0 12 OXIMATE LEASE LINE, LEGEND 11 0 EASE AGREEMENT PROPERTY LINE DRAINAGE DISCHARGE POINT K B AC LEASE LINE 0 SILT FENCE 10 58 Church Street, Suite 200 S ET BUILDING SETBACKS Saratoga Springs, New York 12866 EXISTING STORMWATER PIPE Phone: 518.584.8661 FT 80 www.clasite.com HAUL ROAD 20 PROPOESED STORMWATER PIPE 70 MAJOR CONTOURS RAISED ASPHALT BERM 68 CHAIN LINK FENCE 4" WATER PIPE SUPPLY TO OPERATOR/APPLICANT : JERSEY BARRIER MAINTENANCE GARAGE 70 PROPOSED CONTOURS (INFERRED LOCATION) Contact: Jeff Manganello Thalle Industries, Inc. MINOR CONTOURS 51 Route 100 Briarcliff Manor, New York 10510 Phone: 914.762.3415 LEGEND DAKOTA RECYCLING SERVICES LLC OBSERVED WATER LINE PROPERTY OWNER: 88 INFERRED WATER LINE Bilotta Realty of Westchester, 70 80 80 PRIMARY WATER SUPPLY VALVE Inc. and Briga Enterprises Inc. 2099 Albany Post Rd, HYDRANT Montrose, NY 10548 Phone: 914.737.7891 4X4 TEE CONCRETE PLANT NOTE: ALL WATER LINES AND ASSOCIATED (INFERRED) WATER SUPPLY VALVE EQUIPMENT ARE EXISTING FEATURES. (OBSERVED) 90 Phase 2 4" PIPE TO CONCRETE Dakota PLANT AND MAINTENANCE GARAGE (INFERRED LOCATION) Recycling Services and VALVE IN OPEN PIT FOR TWO PIPES TO HOSE LINES Dakota (PIPE IN PIT WAS NOT OBSERVED DUE TO STANDING WATER) Concrete Services Town of Cortlandt, ABOVE GROUND PIPE Westchester, New York 60 TO HOSE BIBS DAKOTA CONCRETE LLC 4X4 TEE (INFERRED) Date Revision Drawn 20 FT SETBACK CONCRETE PLANT AND 11/20/2025 Survey Update SEM GARAGE WATER SUPPLY VALVE UNDER PAVEMENT FLOW TESTS DEEMED HYDRANT 01/20/2026 Town Engineer's Comments SEM (LOCATION PER INSTALLER) INOPERABLE. HYDRANT AND WATER LINES WILL BE IN COMPLIANCE WITH 10 STATE STANDARDS. HYDRANT WITH AIR RELEASE VALVE Copyright 2025 - CLA Site Landscape Architecture, Engineering, & Planning (OBSERVED) P.C. It is a violation of the New York State Education Law for any 4X4 TEE AND PIPE unauthorized alterations to this document as per Article 145 and 147. (LOCATED WITH 4" PIPE (INFERRED LOCATION, MAGNETOMETER BY SIZE TO BE VERIFIED BY INSTALLER) 90 OBSERVATION IN METER PIT) TO METER PIT CORNER OF ALBANY POST ROAD Project No. 20-1104 Drawn By: WD 4X4 TEE (INFERRED) PECKHAM WATER SUPPLY (LOCATION INFERRED) Date: 10/02/2025 Checked By: SEM Sheet 10 of 25 54 52 0 20' PLUMBING PLAN DETAIL 10' 40' CLA-9B 62 64 Page 120 60 LEGEND DAKOTA RECYCLING TIM COOK INC TAX PARCEL PROPERTY LINE 70 MAJOR CONTOURS DAKOTA RECYCLING SERVICES PROCESSED MATERIAL LLC - OPERATION YARD SERVICES LLC #54.8-2-28 LEASE LINE 68 MINOR CONTOURS 4.58 ACRES 90 70 50 DAKOTA RECYCLING 80 SERVICES LLC - GREEN SPACE 50 60 INSPECTION BOUNDARY 70 PROPOSED CONTOURS INCOMING ROCK/CONCRETE 52 MIXED LOADS 58 Church Street, Suite 200 54 INSPECTION PERIMETER SETBACK Saratoga Springs, New York 12866 70 BUILDING SETBACKS EXISTING STORMWATER PIPE TO BE KEPT CLEAR FOR INSPECTIONS 56 DAKOTA CONCRETE LLC 6058 Phone: 518.584.8661 40 DRAINAGE DISCHARGE SILT 6 62 www.clasite.com 66 4 5658 62 60 HAUL ROAD POINT STORMWATER 50 SILT FENCE SILT 96 MONITORING 68 4 SILT 70 60 FENCE LINE 10 56 62 60 SILT OUTFALL 002 CK 4' CHAIN SETBA RECYCLING 20 FT 102 100 2114 APR LLC LINK FENCE 64 a LUMINAIRE SCHEDULE ld Are OPERATOR/APPLICANT : ximate LEGEND 100 TAX PARCEL ing Fie #54.8-2-29 Appro 66 SYMBOL ARRANGEMENT DESCRIPTION DUTCH STREET 98LLC 68 Contact: Jeff Manganello Leach 94 EXISTING TAXPOLES EXISTING UTILITY 96 PARCEL SINGLE -250W RAB HPS LIGHT, WP3SC250QT 16X10 - SIDE OF GARAGE TANK 10 TRI-GALLERY 70 #54.12-3-8 94 SINGLE -3, 150W MEDIUM BASE HPS WP2SH150QT - FRONT OF GARAGE 1000 GAL DIESEL SUBSUFACE SEWER Thalle Industries, Inc. OVERHEAD POWER LINE 7 DUTCH STREET LLC D & N HOUSING DOUBLE -FLOOD 4' CHAIN LLC CONE 2 HEAD LIGHT LINK FENCE - GARAGE ENTRANCE MOBILE DISPOSAL AREA 51 Route 100 92 TAX PARCEL LIGHT FIXTURES SEE LIGHT GENERATOR #54.12-3-8LUMINAIRE SCHEDULE TAX PARCEL -238W RAB FFLED 230SFW/D10 5K - FUEL TANKS SINGLE #55.9-1-2 SUPERIOR PLANT EXISTING 1,000 Briarcliff Manor, New York 10510 GAL SEPTIC TANK o CONTROL CABINET Phone: 914.762.3415 62 SINGLE -XELEUM LIGHTING MW:WSSA-150-020VN-AF200-D1 0 45 - CONCRETE WASHOUT ELECTRIC LINE - UNDERGROUND 10 64 66 SINGLE W -175 W RAB FLOODLIGHT, METAL HALIDE, MEDIUM BASE - CONCRETE SILO ELECTRIC LINE - ABOVE GROUND 92 6' Chain Link Fence 68 Sewer Late SINGLE -2, 150W RAB FLOOD LIGHTS, METAL HALIDE MEDIUM BASE, 35o 45o - TOP SILO 1 PROPERTY OWNER: 60 70 100 SILT W -44W RAB FFLED 39 5K 45o - CONTROL TOWER CORNER 72 1-1/4" SCH 80 - UNDERGROUND 50 ence 74 90 Bilotta Realty of Westchester, ral ink F W 1-1/4" SCH 80 - ABOVE GROUND W ain L Inc. and Briga Enterprises Inc. 76 SILT 4' Ch PROCESSED SUBBASE MATERIAL SERVICE BOX NOTE: ALL ELECTRICAL LINES AND ASSOCIATED 2099 Albany Post Rd, EQUIPMENT ARE EXISTING FEATURES. 150w HPS RAB CONTROL CABINET 90 Montrose, NY 10548 TANK 7 2,000 GAL USED OIL Phone: 914.737.7891 100 DAKOTA SUPPLY RECYCLING PLANT 90 ate TANK 8 LFG 550 KVA GENERATOR 480V 3∅ FEEDS INCOMING ROCK AND 110 300 GAL CORP. 4' C MAIN CONTROL CABINET FOR SUPERIOR PLANT CONCRETE MIXED LOADS HYDRAULIC OIL Refer to MAINTENANCE Phase GARAGE SERVICE 1 TANK 9 Phase 2 D 88 4" RIGID FEEDS 400AMP 480V 3∅ PANEL PROCESSED AGGREGATE120 AND 250 GAL MOTOR OIL Site Plan Existing Material ROA ACK 125AMP 3 POLE BREAKER FEEDS 75 KVA XFORMER VIA 2" RIGID Storage Bin SUBBASE MATERIALS Dakota ETB 480V 3∅ XFORMER TO 120V/280V 3∅ 225AMP PANEL VIA 2" RIGID FT S 88 94 0 USPANEL BOXESHOSPITAL & METERS FLOOD CONE Recycling Services 12 VETERANS Proposed Garbage Container 20 APPROXIMATE LEASE LINE, 6' Fence Enclosure round TAX PARCEL PRIMARY POLE 0 2 HEAD LIGHT 11 On G #54.16-3-1 FEEDING UNDERGROUND IN 4" RIGID TO: 4' CLF SEE LEASE AGREEMENT and rage 92 T a g Are AREA DEDICATED FOR ck Sto ACK 86 TRANSFORMER (SIZE UNKNOWN) POS BUILDING e Blo 0 480V 3∅ OUTPUT VIA 4" CONDUIT TO: Dakota 10 ETB Parkin SERVICE USE BY DAKOTA oncret 40 FT S ing C 50 60 70 2-400AMP 480V 3∅ DISCONNECTS 80 Concrete Services lt Exist CONCRETE LLC 20 Aspha EACH FEED METERS E EMPLOYEE MATERIAL TANK 1 PARKING AREA E 1-METER FEEDS 400AMP 3∅ PANEL TO RIGHT FOR CEMENT PLANT 250w HPS RAB TANK 5LANDS N PECKHAM INDUSTRIES MATERIAL STORAGE ON GROUND 2,000 GAL DIESEL 80 ANY 1-METER FEEDS UP TO MAINTENANCE GARAGE 275 GAL #2 FUEL OIL E ST H e On Ground C ORAGE ON EMPLOYEE TANK 2 238W LED 4 "S TANK 4 Town of Cortlandt, 480V 3∅ CEMENT PANEL 400AMP PANEL SCHEDULE PARKING AREA MATERIAL STORAGE ON GROUND 1,000 GAL GASOLINE Fence E 86 275 GAL #2 FUEL OIL terial Storag Westchester, New York in Link ALB 4" SCH CONCRETE TRUCK GROUND M1 400AMP MAIN 3 POLE PROPOSED DETENTION C 4' Cha E 100 AMP 3 POLE FEEDS CONVEYOR PANEL PARKING AREA Existing Ma POND ZON LINE H w 100 AMP 2 POLE SPARE 88 G W INE 80 E 100 AMP 3 POLE FEEDS XFORMER G FOR 120V SERVICE 50 JERSEY BARRIER 50 50 W 50 Water Valve 60 70 80 G 20 AMP 1 POLE SPARE W TANK 3 80 Gas Valve NEW WHEEL Date Revision Drawn G 225 AMP 3 POLE FEEDS CEMENT CABINET E L E WASH PAD 2,000 GAL DIESEL CONVEYOR PECKHAM MATERIALS CORP W CONTROL BOX TAX PARCEL 11/20/2025 Survey Update SEM G J BOX E 94 94 E 4" SCH 80 #55.9-1-5 W ZON J-BOX IN PLANT FED W/4" RIGID 94 S 01/20/2026 Town Engineer's Comments SEM G S 90 FEED OUT 4" PVC SCH 80 TO CEMENT CONTROL CABINET E S SEE CLA-9D FOR W 84 S TANK 6 CORNER OF DISCONNECTS 80 ND NEW ASPHALT 120/208V 1,000 GAL #2 FUEL OIL J-BOX ENLARGED DETAIL MATER GROU Mason E ON CH J-BOX FEEDS AG MOUNTABLE BERM XFORMER SERVICE STOR RIAL IA 4" S 2" EMT TO 3∅ 100AMP 480V DISCONNECT H4 THHN COMPRESS MATE Yard L STOR 150W Copyright 2025 - CLA Site Landscape Architecture, Engineering, & Planning 92 EX. ELECTRIC HALIDE RAB Office 1" EMT TO 3∅ 100AMP 480V DISCONNECT H4 THHN BACK UP TRANSFORMER P.C. It is a violation of the New York State Education Law for any AGE O 92 COMPRESSOR PLANT CONTROL unauthorized alterations to this document as per Article 145 and 147. all D OUN g W GATE N GRO OE N GR GE O UNDERGROUND ELECTRIC SERVICE FROM CABINET tainin 1" SEAL LIGHT TO 3∅ 60AMP 480V DISCONNECT #8 THHN FEEDS PUMP 1, ORA L ST ERIA TRANSFORMER TO MAINTENANCE PUMP 2, PUMP 3 N 15° 15'12" W e Re UND MAT 175W 90 W ND 80 60 60 Ston ROU 40 FT FRONT GARAGE AND CONCRETE SETBACK PLANT 50 10.00' N GPIT EXCAVATED HALIDE RAB 88 WASH App W GE O SCH rox. ORA 86 OE 120V/280V 3∅ SERVICE L ST INTO GRADE 44W LED RAB Loc ETAL EX. ELECTRIC ERIA ACK atio 60' M MAT B 150W Project No. 20-1104 Drawn By: WD 4" n of W Sto 2" RIGID FEEDSne R480V 3∅ TO 120/208V 3∅ 75 KVA TRANSFORMER40'X DING RESIDUAL CONCRETE T SET PANEL BOXES OSED Exis 20 F e tain IL PROP RAGE BU XULEUM DAKOTA CONCRETE LLC t. & METERS 2" W ing Wa STO DISPOSAL AREA 94 Date: 10/02/2025 Checked By: SEM ater W ll 2" SEAL TIGHT FEEDS 200 AMP 120/208V 3∅ MAIN Line (4) 20 AMP 1 POLE TURN TABLE OE CONCRETE TRUCK WASH OUT AREA 4" SCH 80 1.38 ACRES Sheet 11 of 25 EX W W 4' C IST 20 AMP 1 POLE GFI BREAKERPP UPPER Conc. Vault hain PLANT OUTLETS EX IST ING 82 20 AMP 1 POLE LOWER PLANT W Lin GFIS k Fence W ING RE BA PIP E ST 150W OR 20 AMP 1 POLE R RA 94 AG XULEUM Rebar Fnd.SPARE 92 W CK E 90 W On Line 94 OUTFALL 001 100 AMP 2POLE ADDITIVE TRAILER W W 100 AMP 2 POLE STATE TRAILER W 88 ST EXIS OR TIN EXISTING UTILITY EXISTING CONCRETE MANHOLE AG G 10 AMP 2 POLE BATCH TRAILER W 86 92 E & PIP CU E W POLE, (TYP.) WITH SOLID COVER LTE 90 CS W 54 W 84 W W W W W PP SHARED ACCESS ROAD METRO-NORTH COMMUTER RAIL ELECTRIC PLAN 52 50' NOTES: Wide Easement TAX PARCEL 1. THERE SHALE BE NO STOCKPILING OF MATERIAL ASSOCIATED WITH DAKOTA #55.9-1-6 0 40' RECYCLING SERVICES ON THE DAKOTA SUPPLY CORP LEASE AREA. 50 2. ALL STOCKPILES TO MEET THE HEIGHT REQUIREMENTS. 3. HOURS OF OPERATIONS; DAKOTA RECYCLING SERVICE - 64 62 48 20' 80' CLA-9C 46 42 DAKOTA CONCRETE LLC - 66 44 Page 121 0 12 OXIMATE LEASE LINE, LUMINAIRE SCHEDULE LEGEND 11 0 SYMBOL ARRANGEMENT DESCRIPTION EASE AGREEMENT SINGLE -250W RAB HPS LIGHT, WP3SC250QT 16X10 - SIDE OF GARAGE PROPERTY LINE DRAINAGE DISCHARGE POINT SINGLE -3, 150W MEDIUM BASE HPS WP2SH150QT - FRONT OF GARAGE K FLOOD CONE 2 DOUBLE -FLOOD CONE 2 HEAD LIGHT - GARAGE ENTRANCE B AC LEASE LINE HEAD LIGHT 0 SILT FENCE 10 SINGLE -238W RAB FFLED 230SFW/D10 5K - FUEL TANKS 58 Church Street, Suite 200 S ET BUILDING SETBACKS SINGLE -XELEUM LIGHTING MW:WSSA-150-020VN-AF200-D1 45o - CONCRETE WASHOUT Saratoga Springs, New York 12866 BUILDING EXISTING STORMWATER PIPE Phone: 518.584.8661 FT SINGLE -175 W RAB FLOODLIGHT, METAL HALIDE, MEDIUM BASE - CONCRETE SILO SERVICE 80 www.clasite.com HAUL ROAD SINGLE -2, 150W RAB FLOOD LIGHTS, METAL HALIDE MEDIUM BASE, 35o 45o - TOP SILO 1 20 -44W RAB FFLED 39 5K 45o - CONTROL TOWER CORNER 70 MAJOR CONTOURS LEGEND 250W HPS RAB 68 MINOR CONTOURS OPERATOR/APPLICANT : EXISTING UTILITY POLES 80 H 70 PROPOSED CONTOURS SC Contact: Jeff Manganello 4" 4" SC OVERHEAD POWER LINE Thalle Industries, Inc. H CHAIN LINK FENCE LIGHT FIXTURES SEE LIGHT 51 Route 100 80 LUMINAIRE SCHEDULE Briarcliff Manor, New York 10510 RECYCLING PLANT ELECTRIC LINE - UNDERGROUND Phone: 914.762.3415 238W LED 550 KVA GENERATOR 480V 3∅ FEEDS ELECTRIC LINE - ABOVE GROUND MAIN CONTROL CABINET FOR SUPERIOR PLANT 1-1/4" SCH 80 - UNDERGROUND PROPERTY OWNER: 88 MAINTENANCE GARAGE SERVICE 4" RIGID FEEDS 400AMP 480V 3∅ PANEL DAKOTA RECYCLING SERVICES LLC 1-1/4" SCH 80 - ABOVE GROUND 125AMP 3 POLE BREAKER FEEDS 75 KVA XFORMER VIA 2" RIGID Bilotta Realty of Westchester, 70 80 480V 3∅ XFORMER TO 120V/280V 3∅ 225AMP PANEL VIA 2" RIGID 80 SERVICE BOX Inc. and Briga Enterprises Inc. PANEL BOXES & METERS CONTROL CABINET 2099 Albany Post Rd, PRIMARY POLE FEEDING UNDERGROUND IN 4" RIGID TO: Montrose, NY 10548 NOTE: ALL ELECTRICAL LINES AND ASSOCIATED TRANSFORMER (SIZE UNKNOWN) EQUIPMENT ARE EXISTING FEATURES. CONVEYOR Phone: 914.737.7891 CONTROL BOX 480V 3∅ OUTPUT VIA 4" CONDUIT TO: 4" SCH 80 2-400AMP 480V 3∅ DISCONNECTS EACH FEED METERS 90 1-METER FEEDS 400AMP 3∅ PANEL TO RIGHT FOR CEMENT PLANT 1-METER FEEDS UP TO MAINTENANCE GARAGE J-BOX Phase 2 480V 3∅ CEMENT PANEL 400AMP PANEL SCHEDULE Dakota 150W HALIDE RAB 400AMP MAIN 3 POLE 100 AMP 3 POLE FEEDS CONVEYOR PANEL Recycling Services H 80 100 AMP 2 POLE SPARE 100 AMP 3 POLE FEEDS XFORMER FOR 120V SERVICE and C 4" S 20 AMP 1 POLE SPARE 225 AMP 3 POLE FEEDS CEMENT CABINET 120/208V Dakota PLANT CONTROL J BOX J-BOX IN PLANT FED W/4" RIGID XFORMER SERVICE CABINET Concrete Services FEED OUT 4" PVC SCH 80 TO CEMENT CONTROL CABINET CORNER OF DISCONNECTS 175W HALIDE RAB EX. ELECTRIC J-BOX FEEDS TRANSFORMER Town of Cortlandt, 2" EMT TO 3∅ 100AMP 480V DISCONNECT H4 THHN COMPRESS Westchester, New York 60 44W LED RAB UNDERGROUND ELECTRIC SERVICE FROM 1" EMT TO 3∅ 100AMP 480V DISCONNECT H4 THHN BACK UP DAKOTA CONCRETE LLC TRANSFORMER TO MAINTENANCE 0 COMPRESSOR H8 GARAGE AND CONCRETE PLANT SC 1" SEAL LIGHT TO 3∅ 60AMP 480V DISCONNECT #8 THHN FEEDS PUMP 1, K BAC EX. ELECTRIC 4" PUMP 2, PUMP 3 Date Revision Drawn ET FT S PANEL BOXES 20 & METERS 11/20/2025 Survey Update SEM 120V/280V 3∅ SERVICE 150W XULEUM 01/20/2026 Town Engineer's Comments SEM 2" RIGID FEEDS 480V 3∅ TO 120/208V 3∅ 75 KVA TRANSFORMER 150W XULEUM 2" SEAL TIGHT FEEDS 200 AMP 120/208V 3∅ MAIN (4) 20 AMP 1 POLE TURN TABLE 4" SCH 80 12" Ø HDPE PIP 20 AMP 1 POLE GFI BREAKER UPPER PLANT OUTLETS E 20 AMP 1 POLE LOWER PLANT GFIS EXISTING UTILITY 20 AMP 1 POLE SPARE Copyright 2025 - CLA Site Landscape Architecture, Engineering, & Planning POLE, (TYP.) P.C. It is a violation of the New York State Education Law for any 100 AMP 2POLE ADDITIVE TRAILER 100 AMP 2 POLE STATE TRAILER unauthorized alterations to this document as per Article 145 and 147. 10 AMP 2 POLE BATCH TRAILER 8" Ø HDPE PIPE EXISTING UTILITY POLE, (TYP.) 90 Project No. 20-1104 Drawn By: WD Date: 10/02/2025 Checked By: SEM Sheet 12 of 25 54 EXISTING UTILITY POLE, (TYP.) 52 0 20' ELECTRIC PLAN DETAIL 10' 40' CLA-9D 62 64 Page 122 60 LEGEND AERIAL TRUCK TURNING STUDY TYPICAL FIRE ACCESS ROAD SIGNAGE PROPERTY LINE FENCE LINE DAKOTA RECYCLING EXISTING STORMWATER PIPE LEASE LINE SERVICES LLC 90 70 50 80 50 60 52 SILT FENCE 4.58 ACRES 58 Church Street, Suite 200 54 BUILDING SETBACKS Saratoga Springs, New York 12866 70 56 Phone: 518.584.8661 6058 40 70 MAJOR CONTOURS 70 PROPOSED CONTOURS SILT 6 62 www.clasite.com 66 4 5658 62 60 50 SILT 96 68 4 EMERGENCY ACCESS SILT 70 60 68 MINOR CONTOURS 10 56 62 60 SILT TYPICAL AERIAL FIRE TRUCK SETBA CK 20 FT 102 100 64 a ld Are OPERATOR/APPLICANT : ximate NOTES 100 ing Fie Appro 66 1. THE FIRE APPARATUS ACCESS98 ROAD SHALL SUPPORT FIRE APPARATUS LOADS AND DAKOTA SUPPLY 68 Contact: Jeff Manganello Leach 94 PROVIDE ALL-WEATHER ACCESS 96 IN COMPLIANCE WITH NEW YORK STATE REQUIREMENTS. CORP. 0" 70 94 Thalle Industries, Inc. R45'- 2. THE FIRE APPARATUS ACCESS ROAD MUST REMAIN FREE FROM OBSTRUCTIONS, 7 51 Route 100 26'-0" INCLUDING BUT NOT LIMITED TO MATERIALS, VEHICLES, SNOW, ICE, AND Refer to Phase 1 92 EQUIPMENT. R4 5' Briarcliff Manor, New York 10510 3. THE CURRENT GRAVEL ACCESS ROAD IS CONSTRUCTED OF GRAVEL AND HAS A DEMONSTRATED HISTORY OF SUPPORTING VEHICLES WEIGHING IN EXCESS OF 75,000Site Plan -0 " '-0 " Phone: 914.762.3415 62 POUNDS, CONSISTENT WITH THE REQUIREMENTS OF THE NEW YORK STATE FIRE 100 20 64 CODE. THE ROAD HAS BEEN ROUTINELY USED BY HEAVY VEHICLES WITHOUT 66 W STRUCTURAL FAILURE OR OPERATIONAL 92 LIMITATIONS. 6' Chain Link Fence 68 Sewer Late 4. THE ACCESS ROAD HAS BEEN UTILIZED ON A YEAR-ROUND BASIS AND HAS PROPERTY OWNER: 60 70 CONSISTENTLY PROVIDED AN ALL-WEATHER DRIVING SURFACE. THE ROAD IS 100 SILT W 72 ACTIVELY MAINTAINED AND CLEARED DURING PERIODS OF INCLEMENT WEATHER,90 50 ence 74 INCLUDING SNOW AND ICE CONDITIONS, ENSURING CONTINUOUS AND RELIABLE EMERGENCY Bilotta Realty of Westchester, ral ink F W ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES. W VEHICLE ACCESS ain L Inc. and Briga Enterprises Inc. 76 SILT 4' Ch 5. SIGNAGE TO BE POSTED ON BOTH SIDES OF EMERGENCY ACCESS ROADWAYS TO KEEP THE ROAD CLEAR. SEE IMAGE OF PROPOSED SIGNAGE ON THIS SHEET. 2099 Albany Post Rd, 6. ACCESS ROAD SLOPES WITHIN THE FACILITY RANGE FROM <1 TO 3%. 90 Montrose, NY 10548 EXTENT OF WHEEL AND Phone: 914.737.7891 100 R155'-0" 90 FRONT/REAR OVERHAND ate LFG 110 MOVEMENT 4' C 26'-0" Phase 2 D 88 EXTENT OF WHEEL AND 120 Existing Material ROA ACK FRONT/REAR OVERHAND Storage Bin Dakota ETB MOVEMENT 26'- 0" FT S 88 94 0 Recycling Services 12 Proposed Garbage Container 20 APPROXIMATE LEASE LINE, 6' Fence Enclosure round 0 11 On G 4' CLF SEE LEASE AGREEMENT and rage 92 T a g Are ck Sto 86 POS e Blo 0 Dakota 10 Parkin oncret CK TB A 40 T SE ing C 50 20 F 60 70 80 Concrete Services lt Exist R5 Aspha E TYPICAL AERIAL FIRE 5' -0 MATERIAL TRUCK " E LANDS N PECKHAM INDUSTRIES MATERIAL STORAGE ON GROUND 0" ANY 0'- E ST e On Ground R2 ORAGE ON R3 5' -0 Town of Cortlandt, MATERIAL STORAGE ON GROUND Fence E " 86 terial Storag Westchester, New York 26'-0" in Link ALB GROUND M1 C 4' Cha E Existing Ma ZON LINE H sford w Aerial Elm 88 G W INE E 50 50 50 G W 50 Water Valve TYPICAL AERIAL FIRE 60 70 80 G W 80 Gas Valve 0" TRUCK R20'- Date Revision Drawn G E L E W 01/20/2026 Town Engineer's Comments WD G SECONDARY ENTRANCE TRUCK MOVEMENT ANALYSIS E 94 94 E W ZON S 94 R5 G S 0' 90 E S -0 " W 84 S SECONDARY ND ENTRANCE MATER GROU Mason E ON WITH 30'-4" WIDE L S TORAG EMERGENCY RIA IA MATE LOCKED GATE Yard L STOR 92 VEHICLE ACCESS Copyright 2025 - CLA Site Landscape Architecture, Engineering, & Planning Office P.C. It is a violation of the New York State Education Law for any AGE O DAKOTA CONCRETE LLC 92 unauthorized alterations to this document as per Article 145 and 147. all D OUN g W N GRO OE N GR PRIMARY ENTRANCE GE O tainin ORA 1.38 ACRES " R3 -0 L ST ERIA WITH 30'-4" WIDE e Re N 15° 15'12" W UND MAT 0' 0'- 90 W D 60 OUN R3 60 Ston LOCKED GATE 50 0" 10.00' N GR 88 App W GE O 0" rox. ORA 0'- 86 OE L ST Loc TAL ERIA ACK R3 atio 0' ME MAT ETB Project No. 20-1104 Drawn By: WD R5 n of W Sto n eR 40'X6 DING FT S OSED Exis 0' eta IL 20 PROP RAGE BU t. inin -0 2" W g Wa STO 94 " Date: 05/27/2025 Checked By: SEM ater W ll Line OE EX Sheet 13 of 25 W W 4' C IST Conc. Vault PP h EX IST ING ain L 82 W ink F e nce W ING RE BA PIP E ST OR R RA 94 AG 92 CK PRIMARY W E 90 W Rebar Fnd. On Line 94 Aerial Elmsford W W 88 ST EXIS W ENTRANCE OR TIN AG G W 86 92 E & PIP CU E W SECONDARY LTE 90 CS W ENTRANCE 54 W 84 W W W W W PP sford SECONDARY ENTRANCE EXTENT OF WHEEL AND FIRE & EMERGENCY Aerial Elm FRONT/REAR OVERHAND 52 50' Wide Easement MOVEMENT RESPONSE ACCESS PLAN 0 40' PRIMARY ENTRANCE 50 TYPICAL AERIAL FIRE WITH 34'-1" WIDE LOCKED GATE TRUCK 62 48 20' 80' CLA-10 64 46 42 66 44 Page 123 WATER FLOWS BACK INTO SITE PAVED TIRE WASH AREA 30.0' ACCESS GRAVEL DRIVE TRACK OUT ACCESS MATT DRIVE 58 Church Street, Suite 200 Saratoga Springs, New York 12866 Phone: 518.584.8661 www.clasite.com CONCRETE HEIGHT = 4" MAX ROAD PLANT EASEMENT UNDISTURBED SUBGRADE 2" 2" 10" 10" OPERATOR/APPLICANT : WIDTH = 3' SECTION NTS Contact: Jeff Manganello Thalle Industries, Inc. 2 ASPHALT MOUNTABLE CURB FOR STORMWATER DIVERSION CLA-11 SCALE: NOT TO SCALE 51 Route 100 Briarcliff Manor, New York 10510 Phone: 914.762.3415 PROPERTY OWNER: Bilotta Realty of Westchester, Inc. and Briga Enterprises Inc. 2099 Albany Post Rd, Montrose, NY 10548 Phone: 914.737.7891 Phase 2 TRACK OUT MATT Dakota 1 TIRE WASH AREA Recycling Services CLA-11 SCALE: NOT TO SCALE and Dakota Concrete Services INSTALLATION NOTES PLASTIC CAP, 1. CONSTRUCTION FENCE SHOWN SHALL BE INSTALLED PRIOR TO ANY LAND Town of Cortlandt, TYP. DISTURBING ACTIVITIES Westchester, New York 2. CONSTRUCTION FENCE SHALL BE COMPOSED OF ORANGE CONTRACTOR-GRADE MATERIAL THAT IS AT LEAST 4' HIGH. METAL POSTS SHOULD HAVE A PLASTIC CAP FOR SAFETY. Date Revision Drawn STUDDED STEEL 3. STUDDED STEEL TEE POSTS SHALL BE UTILIZED TO SUPPORT THE CONSTRUCTION TEE POST FENCE. MAXIMUM SPACING FOR STEEL TEE POSTS SHALL BE 10'. 4. CONSTRUCTION FENCE SHALL BE SECURELY FASTENED TO THE TOP, MIDDLE, AND ORANGE RESINET BOTTOM OF EACH POST. CONSTRUCTION FENCE 5' MIN OR APPROVED EQUAL MAINTENANCE NOTES EXISTING 1. INSPECT BMPS EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING GRADE Copyright 2025 - CLA Site Landscape Architecture, Engineering, & Planning CONDITION. MAINTENANCE OF BMPS SHOULD BE PROACTIVE, NOT REACTIVE. P.C. It is a violation of the New York State Education Law for any unauthorized alterations to this document as per Article 145 and 147. INSPECT BMPS AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY 1' MIN MAINTENANCE. G IN 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPS AC X SP Project No. 20-1104 Drawn By: WD ' MA IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES 10 SHOULD BE DOCUMENTED THOROUGHLY. Date: 01/20/2026 Checked By: SEM 3. WHERE BMPS HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. Sheet 14 of 25 STUDDED STEEL 4. CONSTRUCTION FENCE SHALL BE REPAIRED OR REPLACED WHEN THERE ARE SIGNS TEE POST 4' MIN OF DAMAGE SUCH AS RIPS OR SAGS. CONSTRUCTION FENCE IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND APPROVED BY THE LOCAL JURISDICTION. 5. WHEN CONSTRUCTION FENCES ARE REMOVED, ALL DISTURBED AREAS ASSOCIATED WITH THE INSTALLATION. MAINTENANCE . AND/OR REMOVAL OF THE FENCE SHALL BE COVERED WITH TOPSOIL, SEEDED AND MULCHED/ OR OTHERWISE STABILIZED AS GENERAL DETAILS APPROVED BY LOCAL JURISDICTION. 4 PLASTIC MESH CONSTRUCTION FENCE CLA-11 SCALE: NOT TO SCALE CLA-11 Page 124 60 LEGEND PROPERTY LINE DRAINAGE DISCHARGE POINT DAKOTA RECYCLING 90 70 50 LEASE LINE DRAINAGE ARROW SERVICES LLC 80 DRAINAGE AREA DA-1 50 60 52 58 Church Street, Suite 200 54 BUILDING SETBACKS DRAINAGE AREA BOUNDARY Saratoga Springs, New York 12866 70 6.49 ACRES 6058 56 Phone: 518.584.8661 40 6 62 www.clasite.com ⇨ TIME OF CONCENTRATION CN=92 D SILT 66 4 5658 62 60 ACCESS ROAD 50 SILT FLOWPATH 96 68 70 MAJOR CONTOURS 10 4 TC=4.7 MINS 56 SILT 70 60 62 60 CHAIN LINK FENCE SILT CK SETBA 20 FT 102 100 OUTFALL 002 64 a 68 MINOR CONTOURS ld Are OPERATOR/APPLICANT : ximate SILT FENCE RECYCLING 100 ing Fie Appro 66 98 68 Contact: Jeff Manganello Leach 70 PROPOSED CONTOURS 94 96 EXISTING STORMWATER PIPE 70 94 Thalle Industries, Inc. PORTABLE TANK A 7 DAKOTA CONCRETE LLC PROPOESED STORMWATER PIPE 800 GAL DIESEL SEE STR-R4 FOR 51 Route 100 92 SPILL KIT PROPOSED POND Briarcliff Manor, New York 10510 EXISTING DRAIN Phone: 914.762.3415 CROSS SECTION 62 INLET STRUCTURE 100 64 66 W 92 6' Chain Link Fence SEE SHEETS STR-R3, 68 Sewer Late PROPERTY OWNER: 60 R4, R5 AND R6 FOR 70 100 SILT W 72 PROPOSED POND 50 ence 74 90 IMPROVEMENTS Bilotta Realty of Westchester, ral ink F W W ain L Inc. and Briga Enterprises Inc. 76 SILT 4' Ch ⇨ EXISTING DRAIN INLET 2099 Albany Post Rd, STRUCTURE 90 Montrose, NY 10548 Phone: 914.737.7891 100 TANK 7 DAKOTA SUPPLY ⇨ 90 2,000 GAL USED OIL ate LFG 110 SEE SWPPP APPENDIX G CORP. 4' C TANK 8 300 GAL HYDRAULIC OIL SHEETS CLA-08 FOR SPILL KIT Refer to Phase 1 PROPOSED IMPROVEMENTS IN SHOP Phase 2 D 88 ⇨ 120 TANK 9 Site Plan Existing Material ROA ACK Storage Bin 250 GAL MOTOR OIL Dakota ETB FT S 88 94 0 Recycling Services 12 Proposed Garbage Container ⇨ 20 APPROXIMATE LEASE LINE, 6' Fence Enclosure round 0 11 On G 4' CLF SEE LEASE AGREEMENT and rage 92 T a g Are ck Sto TANK 5 86 POS 275 GAL #2 FUEL OIL e Blo 0 Dakota 10 Parkin ⇨ oncret TANK 2 40 ing C 50 1,000 GAL GASOLINE 60 70 80 Concrete Services lt Exist Aspha E TANK 4 SPILL KIT 275 GAL #2 FUEL OIL MATERIAL ⇨ E LANDS N PECKHAM INDUSTRIES MATERIAL STORAGE ON GROUND TANK 1 ANY PROPOSED WHEEL 2,000 GAL DIESEL E ST e On Ground ORAGE ON WASH PAD ⇨ Town of Cortlandt, MATERIAL STORAGE ON GROUND Fence E 86 terial Storag ⇨ PROPOSED DETENTION Westchester, New York in Link ALB GROUND M1 C ⇨ POND 4' Cha E Existing Ma ZON LINE H w 88 G W INE ⇨ E 50 ⇨ 50 50 G W ⇨ 50 Water Valve 60 ⇨ ⇨ 70 80 G W TANK 3 80 Gas Valve ⇨ Date Revision Drawn G E L E 2,000 GAL DIESEL ⇨ W 03/24/2025 Tank Information Update WD G ⇨ E 94 94 E TANK 6 04/11/2025 Added drainage arrows, spill kits, minor corrections ALG W ZON S 94 1,000 GAL #2 FUEL OIL ⇨ G S 90 E 05/27/2025 Pond update and Site Plan Application additions WD S EXISTING HOSE /NOZZLE ⇨ W 84 S WD LOCATION FOR WASH PAD 07/24/2025 Outfall Number Changed ⇨ OUND MATER 01/20/2026 Town Engineer's Comments WD N GR Mason AGE O STOR RIAL PROPOSED ASPHALT IA MATE Yard L STOR 92 MOUNTABLE CURB Copyright 2025 - CLA Site Landscape Architecture, Engineering, & Planning Office PROPOSED DETENTION POND P.C. It is a violation of the New York State Education Law for any AGE O 92 DISCHARGE CULVERT unauthorized alterations to this document as per Article 145 and 147. all D OUN g W N GRO OE N GR GE O tainin ORA L ST ERIA e Re N 15° 15'12" W UND MAT 90 W D 60 OUN 60 Ston 50 10.00' N GR 88 App W GE O rox. ORA 86 OE L ST Loc TAL ERIA ACK atio 0' ME MAT B Project No. 20-1104 Drawn By: WD n of W Sto n eR 40'X6 DING T SET OSED Exis eta IL 20 F PROP RAGE BU t. DAKOTA CONCRETE LLC inin 2" W g Wa STO 94 Date: 12/20/2024 Checked By: PMA ater W ll Line OE EX Sheet 15 of 25 W W 4' C IST Conc. Vault PP h EX IST ING ain L 82 W ink F e nce W ING RE BA PIP E ST OR R RA 94 AG 92 W CK E 90 W Rebar Fnd. On Line W 94 W W 88 ST EXIS OR TIN AG G W 86 92 E & PIP CU E W LTE 90 CS W 54 W 84 W W W W W PP RECYCLING SWPPP 52 50' Wide Easement DRAINAGE PLAN 0 40' 50 64 62 48 20' 80' STR-R1 46 42 66 44 Page 125 40 LEGEND 50 PROPERTY LINE 50 60 52 BUILDING SETBACKS 58 Church Street, Suite 200 70 MAJOR CONTOURS 50 Saratoga Springs, New York 12866 54 Phone: 518.584.8661 68 MINOR CONTOURS www.clasite.com 62 60 60 60 58 70 62 56 CHAIN LINK FENCE EXISTING STORMWATER PIPE 56 OPERATOR/APPLICANT : 58 60 Contact: Jeff Manganello 62 Thalle Industries, Inc. 64 51 Route 100 66 Briarcliff Manor, New York 10510 Phone: 914.762.3415 64 EXISTING TRI-GALLERY SUBSURFACE SEWER 68 DISPOSAL AREA PROPERTY OWNER: 66 Bilotta Realty of Westchester, 70 60 68 Inc. and Briga Enterprises Inc. 70 Area 2099 Albany Post Rd, Field ate Montrose, NY 10548 70 oxim Phone: 914.737.7891 g 50 n EXISTING 1,000 GAL 72 i Appr each SEPTIC TANK 62 L 60 64 66 Phase 2 68 Dakota 70 EXISTING CHAIN LINK FENCE Recycling Services and 72 56 Dakota 74 Concrete Services Sew 60 76 er Town of Cortlandt, K Lat C Westchester, New York BA era T SE l 70 FT Date Revision Drawn 20 05/27/2025 Adding septic system information WD 01/20/2026 Town Engineer's Comments WD Copyright 2025 - CLA Site Landscape Architecture, Engineering, & Planning P.C. It is a violation of the New York State Education Law for any unauthorized alterations to this document as per Article 145 and 147. K BAC ET Project No. 20-1104 Drawn By: WD TS ST ST ST ST ST ST Date: 12/20/2024 Checked By: PMA F 20 Sheet 16 of 25 60 70 80 RECYCLING DETENTION POND 0 20' EXISTING CONDITIONS 10' 40' STR-R2 Page 126 40 LEGEND 50 PROPERTY LINE 50 60 GRAVEL 52 BUILDING SETBACKS HAUL ROAD CHAIN LINK FENCE 58 Church Street, Suite 200 50 Saratoga Springs, New York 12866 70 MAJOR CONTOURS EXISTING STORMWATER PIPE 54 Phone: 518.584.8661 www.clasite.com 62 68 MINOR CONTOURS SILT FENCE 60 60 60 58 70 PROPOSED CONTOUR 62 56 56 OPERATOR/APPLICANT : 58 60 Contact: Jeff Manganello 62 Thalle Industries, Inc. 1 PROPOSED SILT SOCK, 64 51 Route 100 STR-R6 TYP. 66 Briarcliff Manor, New York 10510 SEE STR-R5 FOR Phone: 914.762.3415 64 PROPOSED POND EXISTING TRI-GALLERY CROSS SECTION LT 68 SUBSURFACE SEWER SI DISPOSAL AREA PROPERTY OWNER: 66 Bilotta Realty of Westchester, 70 60 68 LT SI Inc. and Briga Enterprises Inc. 70 Area PROPOSED PLASTIC MESH 4 2099 Albany Post Rd, Field ate PROPOSED EMERGENCY SPILLWAY II CONSTRUCTION FENCE CLA-11 Montrose, NY 10548 70 oxim WIDTH=15 FEET TL Phone: 914.737.7891 SI 4 g STONE D50=6-8 INCHES 50 n 72 STR-R4 i EXISTING 1,000 GAL Appr INV=68.85 PROPOSED SILT SOCK, each TOP OF BERM 70.50 TYP. 62 SEPTIC TANK L 60 T PROPOSED ROCK OUTLET PROTECTION L SI 64 4 L=21FT, W=23.5FT STR-R5 D50=9 INCHES MIN THICKNESS = 20 INCHES 66 Phase 2 68 Dakota TL PROPOSED POND OUTLET SI 1 REMOVE EXISTING 12"CMP STR-R5 REPLACE WITH NEW 30" CPP INV IN=64.33 70 Recycling Services EXISTING CHAIN LINK FENCE INV OUT= 55.13 LT and 72 SI 1 2 RECONSTRUCT POND OUTLET CONTROL STRUCTURE GRATE: 36"X48" RIM=68.00 56 Dakota 74 STR-R5 STR-R5 7.9" X 32" STAGE I ORIFICE (X2)=66.67 2" LOW FLOW ORIFICE=64.50 Concrete Services TL SI Sew PROPOSED STONE ARMORED CHECK DAMS 60 76 AT EDGE OF FOREBAYS HEIGHT=±30" er D50=6-8 INCHES Town of Cortlandt, LT SI K Lat C Westchester, New York BA era T SE l 70 VERTICAL SEDIMENT DEPTH MARKER III FT CLEAN OUT ELEVATION=66.97 Date Revision Drawn 20 05/27/2025 Pond Update WD VERTICAL SEDIMENT DEPTH MARKER I & II PROPOSED EMERGENCY SPILLWAY I 01/20/2026 Town Engineer's Comments WD CLEAN OUT ELEVATION=69.83 4 WIDTH=13 FEET STONE D50=6-8 INCHES STR-R4 INV=74.00 TOP OF BERM 74.50 LT SI Copyright 2025 - CLA Site Landscape Architecture, Engineering, & Planning SIL PROPOSED SILT SOCK, TYP. P.C. It is a violation of the New York State Education Law for any T UNDISTURBED AREA unauthorized alterations to this document as per Article 145 and 147. 0.70± ACRES PROPOSED STONE APRONS AT PIPE OUTLETS PROPOSED STONE FILL K D50=8 INCHES T SIL D50=2-4 INCHES DIA BAC 5 PROPOSED HEADWALL ET STR-R4 Project No. 20-1104 Drawn By: WD TS PROPOSED 18" SPP PIPE, Date: 12/20/2024 Checked By: PMA W F 3 17.5 FT, @ 1.0% ⇨ 20 STR-R4 INV IN=69.20 Sheet 17 of 25 60 INV OUT=69.00 W W RESET EXISTING CATCH BASIN WITH W ⇨ 70 2 RIM=73.00 W STR-R4 18" DIA PIPE INVERT OUT = 69.20 W W INV IN: TO BE ADJUSTED IN FIELD W 80 RECYCLING DETENTION POND W ⇨ PROPOSED JERSEY BARRIERS 0 20' PROPOSED CONDITIONS STR-R3 ⇨ 10' 40' Page 127 100 YEAR EVENT - 69.57' VERTICAL SEDIMENT DEPTH MARKER I 25 YEAR EVENT - 68.86' EMERGENCY SPILLWAY I CLEAN OUT ELEVATION=69.83 SEE NOTE 1 10 YEAR EVENT - 68.49' RESET EXISTING CATCH BASIN, TOP ELEVATION - 74.50' 1 YEAR EVENT - 67.39' 75.00 SEE 2/STR-R4 EMERGENCY SPILLWAY II 75.00 WEIR ELEVATION - 74.00' PERMANENT WATER 74.00 CHECK DAM, ELEVATION - 64.5' RECONSTRUCT POND OUTLET 74.00 PROPOSED CONTROL STRUCTURE 73.00 HEIGHT=30"± TOP ELEVATION - 70.50' 73.00 HEADWALL SEE DETAIL 5/STR-R5 72.00 1 D/50=6-8 INCHES 72.00 SEE DETAIL 58 Church Street, Suite 200 71.00 3 71.00 5/STR-R4 70.00 WEIR ELEVATION - 68.85' 70.00 Saratoga Springs, New York 12866 69.00 69.00 Phone: 518.584.8661 68.00 68.00 www.clasite.com 67.00 67.00 66.00 66.00 65.00 65.00 1 18" SPP PIPE, 17.5 FT, @1.0% 2 1 INV IN=69.20 2 OPERATOR/APPLICANT : NOTES: INV OUT=69.00 FOREBAY, 1. A FIXED VERTICAL SEDIMENT DEPTH MARKER SHALL BE STONE APRONS AT PIPE OUTLET BOTTOM ELEVATION 69.00' VERTICAL SEDIMENT DEPTH MARKER III CLEAN OUT ELEVATION = 66.97 Contact: Jeff Manganello INSTALLED IN THE FOREBAY TO MEASURE SEDIMENT D50=8 INCHES 55.13 DEPOSITION OVER TIME. THE MARKER SHALL BE MADE OF SLOPE STABILIZATION SEE NOTE 1 Thalle Industries, Inc. DURABLE, NON-CORRODING MATERIAL (NOT STEEL). THE SEE DETAIL 2/STR-R6 30" CPP PIPE, 50.5FT @18.2% 51 Route 100 ELEVATION AT WHICH SEDIMENT REMOVAL IS REQUIRED SHALL BE MARKED WITH A LINE IN A CONTRASTING COLOR OR SHADE. MAIN POND, INVERT IN=64.33 Briarcliff Manor, New York 10510 INVERT OUT=55.13 (3) ANTI-SEEP COLLARS, 4.3'X4.3' ROCK OUTLET PROTECTION BOTTOM ELEVATION 62.00' SPACE EVENLY ALONG CULVERT SEE DETAIL 4/STR-R5 Phone: 914.762.3415 SEE DETAIL 3/STR-R5 1 DETENTION BASIN CROSS SECTION STR-R4 SCALE: NOT TO SCALE PROPERTY OWNER: Bilotta Realty of Westchester, 2"x2" WOOD STAKE Inc. and Briga Enterprises Inc. MIRAFI 140N FILTER 6" HIGH FRAME EXISTING CATCH TEMPORARY FILTREXX SOCK 2099 Albany Post Rd, TEMPORARY FILTREXX SOCK BASIN FRAME & GRATE AROUND PERIMETER OF AROUND PERIMETER OF FABRIC WRAPPED AROUND CATCH BASIN. SEDIMENT TRAP AREA REMOVE Montrose, NY 10548 SECURE TO FRAME WITH RATCHET STRAP 1/2" WEEP HOLE ON EACH SEDIMENT TRAP AREA REMOVE SIDE OF THE CATCH BASIN AFTER CONSTRUCTION 6" TOPSOIL, FERTILIZE, LIME, Phone: 914.737.7891 AFTER CONSTRUCTION STONE TO ANCHOR SEED AND MULCH FILTER FABRIC AND PROVIDE 73.0 ADDITIONAL FILTRATION 6" OF 2"-4" STONE ℄ TRENCH WALLS LAID BACK PER OSHA 1.5 FT 72.5 REQUIREMENTS OR SHEETING A.O.B.E. 12" ± 72.0 IN PVMT IN TURF 12" BORROW - WELL GRADED INORGANIC Phase 2 ± GRANULAR SOILS AND/OR ROCK, MAX. FINISHED GRADE 1-1/2" SIZE, NOT MORE THAN 20% BY 2 FT 71.5 WEIGHT PASSING #200 OR NATIVE 70.7 1.5 MATERIAL, A.O.B.E. SIEVE. (USE VIBRATORY Dakota SHEETING LINE COMPACTOR WITH 12" LIFTS) 6 IN 1 VARIES PIPE ZONE BACKFILL - GRADATION SHALL BE: "WELL GRADED SAND WITH 3/4" MAX. Recycling Services INVERT PARTICLE SIZE AND NOT MORE THAN 10% 69.2 SPRINGLINE PASSING #200 SIEVE (USE VIBRATORY COMPACTOR WITH 8" LIFTS) and INVERT SEE NOTE 1 OUTLET VARIES PIPE ZONE BEDDING - FOUNDATION STONE TO CONFORM TO COARSE AGGREGATE (SEE Dakota 2 FT NOTE 1) NOTES: STANDARD 3X3 THE ELIMINATOR WATER - OIL O.D. + 3' UNDISTURBED SUBGRADE OR EXTRA Concrete Services CATCH BASIN NOTES: SEPARATOR, OR APPROVED EQUAL FOUNDATION STONE A.O.B.E. 1. PROVIDE "V" KNOCKOUTS FOR PIPES WITH 2" MAX. CLEARANCE TO 67.2 OUTSIDE OF PIPE. MORTAR ALL PIPE CONNECTIONS. 1. FOUNDATION STONE 2. SIZE DETERMINATION #1: 100% PASSING 1" SIEVE, 90-100% PASSING 1/2" SIEVE, 0-15% PASSING 1/4" COMPACTED 2. HOOD SHALL BE "THE ELIMINATOR" OIL & FLOATING DEBRIS TRAP, GRAVEL SIEVE OR SIZE DETERMINATION #2: 100% PASSING 1-1/2" SIEVE, 90-100% PASSING 1" SIEVE. 0-15% PASSING 1/2" SIEVE Town of Cortlandt, OR APPROVED EQUAL. 3. GRADATION/SIZE DESIGNATION TO BE DETERMINED BY ENGINEER BASED ON FIELD CONDITIONS. Westchester, New York 2 RESET EXISTING CATCH BASIN 3 STORMWATER PIPING TRENCH DETAIL STR-R4 SCALE: NOT TO SCALE STR-R4 SCALE: NOT TO SCALE Date Revision Drawn 05/27/2025 Orifice Detail Update WD 01/20/2026 Town Engineer's Comments WD EARTHEN BERM - MATERIAL TO BE FREE FROM ROOTS, STUMPS, WOOD, RUBBISH, FROZEN OR OTHER OBJECTIONABLE MATERIAL, AND Copyright 2025 - CLA Site Landscape Architecture, Engineering, & Planning STONES GREATER THAN 6". FILL MATERIAL P.C. It is a violation of the New York State Education Law for any FOR THE CENTER OF THE EMBANKMENT, unauthorized alterations to this document as per Article 145 and 147. AND/OR CUT OFF TRENCH SHALL CONFORM WEIR BREADTH VARIES WEIR WIDTH - 15'-0" TO UNIFIED SOIL CLASSIFICATION GC, SC, CH, SEE STR-R3 OR CL AND MUST HAVE AT LEAST 30% PASSING THE #200 SIEVE. DRAINAGE VARIES FLOW INFILTRATION Project No. 20-1104 Drawn By: WD BASIN/FORBAY FRONT VIEW Date: 12/20/2024 Checked By: PMA TOP VIEW Sheet 18 of 25 OVERFLOW WATER LEVEL NOTES: RIP RAP OUTLET AND APRON. 1. THE CONCRETE USED SHALL BE 4000 PSI PORTLAND CEMENT, AIR-ENTRAINED, CLASS "D" CONCRETE WITH AN AIR COMPACTED OR SEE CHART FOR SPECIFICATION. CONTENT OF 5%, MIN., TO 7%, MAX., AND A SLUMP OF TWO INCHES, MIN., TO THREE INCHES MAX. UNDISTURBED SUBGRADE 2. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR APPROVAL. SIZED BASED ON PIPE DIAMETER AND FIELD CONDITIONS. 3. INSERT PIPE INTO HEADWALL, WITH PIPE RESTING ON BEDDING. THE PIPE SHOULD BE IN THE APPROXIMATE CENTER OF WEIR APRON RIP RAP SIZING THE OPENING. DISCHARGE 4. GROUT PIPE INTO CONCRETE STRUCTURE WITH NON-SHRINK GROUT. SOLID MASONRY UNITS, FULLY GROUTED IN RIP RAP SIZE BLANKET APRON APRON STRUCTURE INVERT OUT 100-YR PLACE, MAY BE USED TO HELP FILL LARGE VOIDS. SPILLWAY I 74.00 (d50) 6-8" THICKNESS 14" LENGTH 8' MIN. WIDTH 10' MIN. CFS 0.00 5. PIPE AT AND AROUND STRUCTURE CONNECTION TO BE INSTALLED PER ASTM D2321. RECYCLING DETENTION 6. MINIMUM COVER: MINIMUM COVER, H, IN NON-TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" (300mm) SPILLWAY II 68.85 6-8" 14" 8' MIN. 10' MIN. 24.41 FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOTATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12" (300mm) UP TO 48" (1200mm) DIAMETER PIPE AND 24" (600mm) POND DETAILS OF COVER FOR 60" (1500mm) DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR 4 EMERGENCY SPILLWAY STR-R4 SCALE: NOT TO SCALE 5 HEADWALL TO TOP OF RIGID PAVEMENT. STR-R4 STR-R4 SCALE: NOT TO SCALE Page 128 KOR-N-SEAL GASKET OR APPROVED EQUIVALENT TRASH RACK ON TOP, 48" SEE DETAIL 2/STR-R5 36" 68.00 58 Church Street, Suite 200 TRASH RACK ON SIDE, Saratoga Springs, New York 12866 MAX 3" PROJECTION SEE DETAIL 2/STR-R5 Phone: 518.584.8661 www.clasite.com 66.67 7.9" x 32" STAGE I 64.33 ORIFICE (x2) 1 @ 30" DIA. CPP DOWNSTREAM INVERT 55.13 64.50 2.0" DIA. LFO ORIFICE NOTES: OPERATOR/APPLICANT : 1. THE CONCRETE USED SHALL BE 4000 PSI PORTLAND INSIDE RISER CEMENT, AIR-ENTRAINED, CLASS "D" CONCRETE WITH 1 @ 36X48-IN RISER AN AIR CONTENT OF 5%, MIN., TO 7%, MAX., AND A Contact: Jeff Manganello 4 INCHES WALL THICKNESS TRASH RACK ON TOP SLUMP OF TWO INCHES, MIN., TO THREE INCHES MAX.\ Thalle Industries, Inc. 2. PROVIDE COPOLYMER STEPS FOR EASE OF 68.00 MAINTENANCE. 51 Route 100 8" MIN Briarcliff Manor, New York 10510 TRASH RACK, SEE DETAIL 2/STR-R5 Phone: 914.762.3415 66.83 CATCH BASIN OPENING TO ACCOMMODATE 6" PROPERTY OWNER: PIPE AND GASKET 4" PVC PIPE DRILL ORIFICE Bilotta Realty of Westchester, 64.33 6" SECURE WIRE IN PIPE CAP Inc. and Briga Enterprises Inc. MESH SCREEN TRASH RACK SIZES NEEDED LFO OVER PIPE OPENING 2099 Albany Post Rd, ORIFICE TO PREVENT PASSING 36"X48" TOP (1) 12" MIN 1/8" SOLIDS 7.9" X 32" SIDES (2) Montrose, NY 10548 4" MIN. Phone: 914.737.7891 INSIDE RISER ORIFICE PROTECTION POND OUTLET CONFIGURATION 1 STR-R5 SCALE: NOT TO SCALE Phase 2 TRASH RACK, OR APPROVED EQUAL Dakota 2 STR-R5 SCALE: NOT TO SCALE Recycling Services and Dakota Concrete Services 4.3' Town of Cortlandt, 2' MIN. 2' MIN. APRON LENGTH, FINISHED GRADE, SEE Westchester, New York SEE TABLE BELOW GRADING PLAN PROPOSED STORM PIPE, 4.3' SEE GRADING PLAN FOR SIZING PROPOSED FLARED END Date Revision Drawn SECTION APRON LENGTH + 01/20/2026 Town Engineer's Comments WD BLANKET THICKNESS, 3X PIPE ∅ PIPE ∅ SEE TABLE BELOW 4.3' 3' MIN. 4.3' 12" MIN. FILTER FABRIC, MIRAFI Copyright 2025 - CLA Site Landscape Architecture, Engineering, & Planning 140N OR APPROVED P.C. It is a violation of the New York State Education Law for any PROPOSED END SECTION EQUAL 12" MIN. unauthorized alterations to this document as per Article 145 and 147. NOTES: 1. RIP RAP SIZES AND APRON LENGTHS ARE BASED ON THE "NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL." 2. RIP RAP SHALL BE COMPOSED OF A WELL-GRADED MIXTURE OF STONE. THE MINIMUM DIAMETER OF 4.3' STONE SHALL BE NO LESS THAN HALF (12) D50 AND NO GREATER THAN ONE AND A HALF (112) D50. Project No. 20-1104 Drawn By: WD 3. LENGTH OF SLOPE PROTECTION AS SHOWN ON PLANS. Date: 12/20/2024 Checked By: PMA RIP RAP SIZING 4.3' DISCHARGE PIPE PIPE RIP RAP SIZE BLANKET APRON Sheet 19 of 25 STRUCTURE PIPE SIZE 25-YR INVERT OUT LENGTH SLOPE (d50) THICKNESS LENGTH (CFS) 30" ∅ 42.82 50.5' 55.13 18.2% 9" 20" 21' NOTES: 1. ANTI SEEP COLLAR SIZING AND QUANTITY IS BASED ON NYS STANDARDS AND SPECIFICATION ROCK OUTLET PROTECTION 4 FOR EROSION AND SEDIMENT CONTROL, FIGURES 5.16 TO 5.18. STR-R5 SCALE: NOT TO SCALE 2. SEE DETAIL 1/STR-R4 FOR SPACING. RECYCLING DETENTION 3 ANTI SEEP COLLARS STR-R5 SCALE: NOT TO SCALE POND DETAILS STR-R5 Page 129 NOTES: 2" x 2" x 36" WOODEN STAKES PLACED 10' O.C. 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. APPLY 4" OF TOPSOIL TO ALL WORK AREA BLOWN/PLACED FILTREXX SOXX (12" TYPICAL) DISTURBED AREAS AND SEED WITH THE FOLLOWING: FILTER MEDIA OR APPROVED EQUAL AREA TO BE PROTECTED 12" COMMON NAME WEIGHT (%) MIN. PURITY (%) MIN. GERM'N (%) KENTUCKY BLUEGRASS 65 98 85 STORMWATER FLOW RED FESCUE 25 98 80 4"-6" 3" PERENNIAL RYEGRASS 10 98 90 58 Church Street, Suite 200 6" 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" DEEP Saratoga Springs, New York 12866 BY 6" WIDE TRENCH WITH APPROXIMATELY 12" OF BLANKET EXTENDED Phone: 518.584.8661 4 5 BEYOND THE UP-SLOPE PORTION OF THE TRENCH AS SHOWN IN DETAIL 2. 12" MINIMUM 6" 2 www.clasite.com ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF BLANKET BACK OVER SEED AND COMPACTED EXISTING GROUND 3B SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE BLANKET. 3. ROLL THE BLANKETS (A) DOWN OR (B) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL OPERATOR/APPLICANT : SILT SOCK SECTION NTS SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY 3A PLACING STAPLES/STAKES IN APPROPRIATE LOCATION AS PER Contact: Jeff Manganello MANUFACTURER'S RECOMMENDATIONS. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH MINIMUM 6" Thalle Industries, Inc. 18" OVERLAP OVERLAP. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE MINIMUM OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE 51 Route 100 1 5. SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOP MUST BE PLACED END Briarcliff Manor, New York 10510 AREA TO BE FILTREXX SOXX (12" TYPICAL) OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" OVERLAP. STAPLE Phone: 914.762.3415 THROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART ACROSS ENTIRE PROTECTED OR APPROVED EQUAL BLANKET WIDTH. 6. PLACE STAPLES/STAKES PER MANUFACTURER'S RECOMMENDATION FOR THE 2" x 2" x 36" WOODEN STAKES APPROPRIATE SLOPE BEING APPLIED. PLACED 10' O.C. 7. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OF STAKE LENGTHS PROPERTY OWNER: GREATER THAN 6" MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS. 8. FOLLOW EROSION CONTROL TECHNOLOGY COUNCIL SPECIFICATION FOR PRODUCT SELECTION. Bilotta Realty of Westchester, 2 SLOPE STABILIZATION Inc. and Briga Enterprises Inc. WORK AREA STR-R6 SCALE: NOT TO SCALE BLOWN/PLACED 2099 Albany Post Rd, FILTER MEDIA Montrose, NY 10548 SILT SOCK PLAN NTS Phone: 914.737.7891 NOTES: 1. ALL MATERIAL TO MEET FILTREXX® SPECIFICATIONS, OR APPROVED EQUAL. 2. FILTER MEDIA FILL TO MEET APPLICATION REQUIREMENTS. Phase 2 3. COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BY ENGINEER. 4. SILT SOCKS TO BE REMOVED AFTER CONSTRUCTION. Dakota 1 FILTER SOCK, SILT FENCE OR APPROVED EQUAL Recycling Services STR-R6 SCALE: NOT TO SCALE and Dakota Concrete Services Town of Cortlandt, Westchester, New York Date Revision Drawn Copyright 2025 - CLA Site Landscape Architecture, Engineering, & Planning P.C. It is a violation of the New York State Education Law for any unauthorized alterations to this document as per Article 145 and 147. Project No. 20-1104 Drawn By: WD Date: 01/20/2026 Checked By: SEM Sheet 20 of 25 RECYCLING DETENTION POND DETAILS STR-R6 Page 130 0 12 K OXIMATE LEASE LINE, BAC LEGEND 11 0 DRAINAGE AREA CALCULATIONS: SET EASE AGREEMENT PROPERTY LINE DRAINAGE DISCHARGE POINT EXISTING STORMWATER PIPE DRAINAGE AREA 1 - 1.01 ACRES DE T SI LEASE LINE PROPOESED STORMWATER PIPE DRAINAGE ARROW DRAINAGE AREA 2 - 0.11 ACRES 20 F 0 10 58 Church Street, Suite 200 BUILDING SETBACKS DRAINAGE AREA BOUNDARY EXISTING JERSEY BARRIER Saratoga Springs, New York 12866 DRAINAGE AREA 3 - 0.25 ACRES Phone: 518.584.8661 80 HAUL ROAD ⇨ TIME OF CONCENTRATION www.clasite.com ASPHALT BERM FLOWPATH SEE SHEETS STR-C2, C3, 70 MAJOR CONTOURS CHAIN LINK FENCE GUTTER DRAINAGE AND C4 FOR PROPOSED POND IMPROVEMENTS 68 MINOR CONTOURS DAKOTA CONCRETE LLC DRAINAGE AREA DA-3 ⇨ OPERATOR/APPLICANT : DIVERSION BERM 0.25 ACRES D CN=98 70 PROPOSED CONTOURS Tc=1.6 MINS ⇨ Contact: Jeff Manganello EXISTING JERSEY Thalle Industries, Inc. SEE SHEETS STR-C3 BARRIER 51 Route 100 CONCRETE PLANT EQUIPMENT LIST FOR PROPOSED POND ⇨ PRODUCT BINS Briarcliff Manor, New York 10510 CROSS SECTION Phone: 914.762.3415 TRAILER 1 CONCRETE TESTING LAB PROPOSED TRAILER 2 PLANT OFFICE/CONTROL ROOM DIVERSION BERM TRAILER 3 CONCRETE BATCHING ADDITIVE AND PROPERTY OWNER: 88 TANK #6 1,000 GALLON ⇨ DIESEL FUEL ABOVE GROUND CHEMICAL STORAGE TANK ON SLAB CONTAINED Bilotta Realty of Westchester, 70 EXISTING 80 80 BH BAGHOUSE WITHIN REAR OF ENCLOSURE FURNACE ROOM Inc. and Briga Enterprises Inc. S1 TOWER - TYPE I/II CEMENT STORAGE 2099 Albany Post Rd, S2 SILICA STORAGE Montrose, NY 10548 ⇨ PROPOSED 8" HDPE PIPE I, 61.8 FT, Phone: 914.737.7891 S3 SLAG STORAGE DRAINAGE AREA DA-1 @11.6% D INV IN=66.50 S4 TYPE I/II CEMENT STORAGE 1.01 ACRES INV OUT=59.33 90 5 STR-C3 Phase 2 Dakota E E LIN PROPOSED DROP INLET Recycling Services RIM = 61.00 INV IN= 59.33 1 and EXISTING MATERIAL LOADING INV OUT= 59.33 STR-C4 HOPPERS FEED TO BELT CONVEYOR Dakota LEAS EXISTING FEED HOPPER CONCRETE JERSEY BARRIER, TYP. AND BATCHING UNIT Concrete Services PROVIDE ADEQUATE FILL OVER PROPOSED STORMWATER PIPE EXISTING ELECTRIC TRANSFORMER EXISTING CONCRETE Town of Cortlandt, BLOCK FORMS AND Westchester, New York 60 CURING AREA ON SLAB EXISTING ELECTRIC EXISTING BAGHOUSE AIR QUALITY PANEL BOXES TREATMENT STRUCTURE EXISTING HYDRODYNAMIC SEPERATOR EXISTING EXISTING PLANT MIX 20 FT SETBACK CATCH BASIN STRUCTURE "HDS-1" DISPENSER TRUCK LOADING CONTECH MODEL CDS-5-C Date Revision Drawn PROPOSED ASPHALT PROPOSED ASPHALT MOUNTABLE CURB, NO.2 PROPOSED 8" HDPE PIPE II, 04/11/2025 Adjusted text and utility pipes, other adjustments ALG MOUNTABLE CURB, NO.1 5 130 FT, @3.6% 05/27/2025 Added proposed stromwater system WD STR-C3 INV IN=59.33 01/20/2026 Town Engineer's Comments WD INV OUT=54.63 EXISTING WASH PIT 2 EXCAVATED INTO GRADE PROPOSED CATCH BASIN STR-C4 EXISTING (2)-12"∅-45° EXISTING RESIDUAL BEND FITTINGS CONCRETE DISPOSAL AREA Copyright 2025 - CLA Site Landscape Architecture, Engineering, & Planning EXISTING POWER P.C. It is a violation of the New York State Education Law for any EXISTING CONCRETE POLE , TYP. EXISTING PRETREATMENT unauthorized alterations to this document as per Article 145 and 147. TRUCK WASH OUT AREA STORAGE BASIN NO. 1 EXISTING DRAINAGE STRUCTURE 3,000 GALLON STORAGE SOLID COVER CAPACITY HYDRODYNAMIC OUTFALL NO. 001 90 STRUCTURE RIM: 57.4 RIM: 57.5 INV IN: 53.4 (E) INV IN: 54.5 ± INV OUT: 52.5 (N) Project No. 20-1108 Drawn By: WD INV OUT: 54.5 ± Date: 03/25/2025 Checked By: PMA PRETREATMENT STORAGE NO.1 Sheet 21 of 25 54 RIM: 57.1 INV IN: 56.1 (SE) DRAINAGE AREA DA-2 EXISTING ASPHALT BERM INV IN: 54.8 ±(W) D INV OUT: 54.6 ± 0.11 ACRES EXISTING CHAIN LINK FENCE CONCRETE TRUCK STAGING AREA 52 PERMANENT ACCESS SOUTH OF DRAINAGE FLOW AREA EXISTING HEADWALL WITH PIPE CULVERT EASEMENT "B" TRUCK TURNING AND STAGING EXISTING PRETREATMENT CONCRETE SWPPP STORAGE BASIN NO. 2 AREA OF DISTURBANCE 1,000 GALLON STORAGE 0 20' DRAINAGE PLAN 4.82± ACRES CAPACITY RIM: 56.7 INV OUT: 55.6 10' 40' STR-C1 62 64 Page 131 2" x 2" x 36" WOODEN STAKES LEGEND PLACED 10' O.C. WORK AREA BLOWN/PLACED FILTREXX SOXX (12" TYPICAL) PROPERTY LINE FILTER MEDIA OR APPROVED EQUAL AREA TO BE PROTECTED DRAINAGE AREA BOUNDARY STORMWATER FLOW BUILDING SETBACKS 58 Church Street, Suite 200 Saratoga Springs, New York 12866 Phone: 518.584.8661 12" MINIMUM GRAVEL www.clasite.com 70 MAJOR CONTOURS EXISTING GROUND 68 MINOR CONTOURS OPERATOR/APPLICANT : ACK SILT SOCK SECTION NTS B Contact: Jeff Manganello SET PROPOSED CONTOUR Thalle Industries, Inc. SIDE 18" OVERLAP MINIMUM PROPOESED STORMWATER PIPE 51 Route 100 Briarcliff Manor, New York 10510 T 20 F AREA TO BE FILTREXX SOXX (12" TYPICAL) SILT FENCE Phone: 914.762.3415 PROTECTED OR APPROVED EQUAL 2" x 2" x 36" WOODEN STAKES PLACED 10' O.C. PROPERTY OWNER: Bilotta Realty of Westchester, Inc. and Briga Enterprises Inc. WORK AREA BLOWN/PLACED PROPOSED DETENTION POND 2099 Albany Post Rd, FILTER MEDIA Montrose, NY 10548 SILT SOCK PLAN NTS SEE 1/STR-C3 FOR Phone: 914.737.7891 POND'S CROSS SECTION NOTES: 1. ALL MATERIAL TO MEET FILTREXX® SPECIFICATIONS, OR APPROVED EQUAL. 2. FILTER MEDIA FILL TO MEET APPLICATION REQUIREMENTS. Phase 2 3. COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BY ENGINEER. Dakota 1 FILTER SOCK, SILT FENCE OR APPROVED EQUAL VERTICAL SEDIMENT DEPTH MARKER Recycling Services CLEAN OUT ELEVATION =73.17 STR-C2 SCALE: NOT TO SCALE and Dakota EXISTING JERSEY BARRIER Concrete Services 2 3 4 PROPOSED 18" DIA. STANDPIPE, RIM=73.40 4.0" DIA. STAGE I ORIFICE=72.92 Town of Cortlandt, STR-C3 STR-C3 STR-C3 0.6" DIA. LOW FLOW ORIFICE=70.50 Westchester, New York PROPOSED EMERGENCY SPILLWAY 7 BREADTH=4FT, WIDTH=15 FT Date Revision Drawn STR-C3 STONE D50=6-8 INCHES INV=73.80 01/20/2026 Town Engineer's Comments WD TOP OF BERM 74.50 PROPOSED 8" HDPE PIPE I, 5 61.8 FT, @11.6% STR-C3 INV IN=66.50 INV OUT=59.33 Copyright 2025 - CLA Site Landscape Architecture, Engineering, & Planning P.C. It is a violation of the New York State Education Law for any unauthorized alterations to this document as per Article 145 and 147. PROPOSED DIVERSION BERM Project No. 20-1108 Drawn By: WD Date: 05/27/2025 Checked By: PMA 1 Sheet 22 of 25 PROPOSED SILT SOCK STR-C2 CONCRETE DETENTION POND PROPOSED CONDITIONS 0 5' 10' STR-C2 Page 132 CORRUGATED 18" METAL RISER, PROVIDE TRASH RACK 100 YEAR EVENT - 73.71' (#3 REBAR, MAXIMUM 2" SPACING) INV. 73.40 25 YEAR EVENT - 73.63' SEE POND PLAN AND GRADING PLAN VERTICAL SEDIMENT DEPTH MARKER FOR POND GRADING 4" ORIFICE, AS PER CALCULATIONS, 10 YEAR EVENT - 73.59' CLEAN OUT ELEVATION =73.17 INV. 72.92' SEE NOTE 1 1 YEAR EVENT - 73.00' 24" TOP ELEVATION - 74.50'+ 0.6" LOW FLOW ORIFICE, AS PER CMP STANDPIPE, PERMANENT WATER ELEVATION - 70.50' 6.9' SEE DETAIL 2/STR-C3 WEIR ELEVATION - 73.80' CALCULATIONS, INV. 70.50' 58 Church Street, Suite 200 8" HDPE PIPE, INV. 66.50 74.00 74.00 SEE DETAIL 3/STR-C3 FOR ORIFICE SEE 4/STR-C3 FOR Saratoga Springs, New York 12866 73.00 73.00 PROTECTION DETAILS CMP TO HDPE DETAIL Phone: 518.584.8661 1 72.00 3 72.00 www.clasite.com 71.00 71.00 70.00 SLOPE STABILIZATION 70.00 2' 4' MIN. 1 69.00 2 SEE DETAIL 3/STR-C4 69.00 2 #8 (MIN.) BARS PLACED AT RIGHT ANGLES AND PROJECTING INTO SIDES NOTES: OF RISER TO ANCHOR RISER INTO CONCRETE BASE 1. A FIXED VERTICAL SEDIMENT DEPTH MARKER SHALL BE OPERATOR/APPLICANT : INSTALLED IN THE FOREBAY TO MEASURE SEDIMENT DEPOSITION OVER TIME. THE MARKER SHALL BE MADE OF CONCRETE BASE DURABLE, NON-CORRODING MATERIAL (NOT STEEL). THE BOTTOM ELEVATION 68.50' 2X RISER *WIRE MESH SCREEN, Contact: Jeff Manganello (3) ANTI-SEEP COLLARS, TWP INC. #008X008T02 ELEVATION AT WHICH SEDIMENT REMOVAL IS REQUIRED SHALL PROPOSED 8" HDPE PIPE I, BE MARKED WITH A LINE IN A CONTRASTING COLOR OR SHADE. 61.8 FT, @11.6% 4.3'X4.3' DIAMETER 80W36T OR APPROVED EQUAL Thalle Industries, Inc. INV IN=66.50 SPACE EVENLY ALONG CULVERT SEE DETAIL 6/STR-C3 51 Route 100 DETENTION POND CROSS SECTION INV OUT=59.33 2 CMP STANDPIPE DETAIL 1 STR-C3 SCALE: NOT TO SCALE Briarcliff Manor, New York 10510 STR-C3 SCALE: NOT TO SCALE Phone: 914.762.3415 6" TOPSOIL, FERTILIZE, PROPERTY OWNER: ℄ LIME, SEED AND MULCH IN PVMT IN TURF TRENCH WALLS LAID BACK PER OSHA REQUIREMENTS OR SHEETING A.O.B.E. Bilotta Realty of Westchester, Inc. and Briga Enterprises Inc. 18" CMP STANDPIPE BORROW - WELL GRADED INORGANIC GRANULAR SOILS AND/OR ROCK, MAX. CMP 1-1/2" SIZE, NOT MORE THAN 20% BY WEIGHT PASSING #200 OR NATIVE 2099 Albany Post Rd, 18" ID RISER 1.5 MATERIAL, A.O.B.E. SIEVE. (USE VIBRATORY COMPACTOR WITH 12" LIFTS) Montrose, NY 10548 SHEETING LINE 6" CMP PIPE APPLY MASTIC BETWEEN FERNCO PIPE ZONE BACKFILL - GRADATION SHALL BE: "WELL GRADED SAND WITH 3/4" ADAPTER AND PIPES FOR WATER 1 MAX. PARTICLE SIZE AND NOT MORE THAN 10% PASSING #200 SIEVE (USE Phone: 914.737.7891 4" DIA. DRILL ORIFICE TIGHT SEAL VIBRATORY COMPACTOR WITH 8" LIFTS) STAGE I ORIFICE INVERT VARIES IN PIPE CAP 24" 6" SECURE WIRE 8" ID HDPE SPRINGLINE PIPE ZONE BEDDING - FOUNDATION STONE TO CONFORM TO COARSE AGGREGATE MESH SCREEN (SEE NOTE 1) INVERT VARIES OVER PIPE OPENING 0.6" DIA. TO PREVENT PASSING LFO ORIFICE 1/8" SOLIDS WATER FLOW NOTES: O.D. + 3' UNDISTURBED SUBGRADE OR EXTRA FOUNDATION STONE A.O.B.E. Phase 2 4" MIN. 4" CMP PIPE 1. 2. FOUNDATION STONE SIZE DETERMINATION #1: 100% PASSING 1" SIEVE, 90-100% PASSING 1/2" SIEVE, 0-15% PASSING 1/4" SIEVE OR SIZE Dakota 8" ID CMP FERNCO ADAPTOR 3. DETERMINATION #2: 100% PASSING 1-1/2" SIEVE, 90-100% PASSING 1" SIEVE. 0-15% PASSING 1/2" SIEVE GRADATION/SIZE DESIGNATION TO BE DETERMINED BY ENGINEER BASED ON FIELD CONDITIONS. Recycling Services 5 STORMWATER PIPING TRENCH DETAIL and 3 ORIFICE PROTECTION DETAIL 4 CMP TO HDPE DETAIL STR-C3 SCALE: NOT TO SCALE STR-C3 SCALE: NOT TO SCALE STR-C3 SCALE: NOT TO SCALE Dakota Concrete Services Town of Cortlandt, Westchester, New York 4.3' EARTHEN BERM - MATERIAL TO BE FREE FROM ROOTS, STUMPS, WOOD, RUBBISH, FROZEN OR OTHER OBJECTIONABLE 2' MIN. 2' MIN. MATERIAL, AND STONES GREATER THAN 6". FILL MATERIAL Date Revision Drawn FOR THE CENTER OF THE EMBANKMENT, AND/OR CUT OFF 01/20/2026 Town Engineer's Comments WD TRENCH SHALL CONFORM TO UNIFIED SOIL CLASSIFICATION 4.3' GC, SC, CH, OR CL AND MUST HAVE AT LEAST 30% PASSING THE #200 SIEVE. DETENTION POND WEIR WIDTH - 15'-0" WEIR BREADTH - 4'-0" 4.3' Copyright 2025 - CLA Site Landscape Architecture, Engineering, & Planning 74.50 P.C. It is a violation of the New York State Education Law for any DRAINAGE unauthorized alterations to this document as per Article 145 and 147. 0.7' FLOW 4.3' 73.80 Project No. 20-1108 Drawn By: WD Date: 09/30/2025 Checked By: PMA COMPACTED OR UNDISTURBED SUBGRADE 4.3' RIP RAP OUTLET AND APRON. Sheet 23 of 25 NOTES: SEE CHART FOR SPECIFICATION. 1. ANTI SEEP COLLAR SIZING AND QUANTITY IS BASED ON NYS STANDARDS AND SPECIFICATION FOR EROSION 4.3' AND SEDIMENT CONTROL, FIGURES 5.16 TO 5.18. WEIR APRON RIP RAP SIZING 2. SEE DETAIL 1/STR-R4 FOR SPACING. DISCHARGE RIP RAP SIZE BLANKET APRON APRON STRUCTURE INVERT OUT 100-YR (d50) THICKNESS LENGTH WIDTH CFS POND 73.80 6-8" 9" 8' MIN. 10' MIN. 0.00 WEIR APRON CONCRETE DETENTION POND 6 ANTI SEEP COLLARS 7 POND WEIR & SPILLWAY DETAILS STR-C3 SCALE: NOT TO SCALE STR-C3 SCALE: NOT TO SCALE STR-C3 Page 133 FRAME AND GRATE SOLID GRATE ASSEMBLY BY ADS, FRAME AND SOLID GRATE SHALL BE IN LAWN AREA IN CONCRETE ADVANCED DRAINAGE SOLUTIONS, 6" TOPSOIL, FERTILIZE, OR APPROVED EQUAL. NEENAH FOUNDARY CO. MODEL NOTES: LIME, SEED AND MULCH #1578 OR APPROVED EQUAL 1. STRUCTURE BEDDING SHALL BE COMPACTED FINISHED GRADE SLOPES NYSDOT #4 CRUSHED STONE MIXTURE 58 Church Street, Suite 200 6.5" TOWARDS INLET CONCRETE GRADE RINGS, 4" 2. IF UNSTABLE SOILS ARE ENCOUNTERED AS Saratoga Springs, New York 12866 CEMENT MORTAR MIN. 16" MAX. DETERMINED BY THE ENGINEER, STONE BEDDING Phone: 518.584.8661 VARIES FOR THE STRUCTURE SHALL BE REQUIRED A.O.B.E. www.clasite.com 6" 6" 3. PROVIDE SAFE OPERATION SHEETING IF NEEDED IN HDPE SMOOTH INTERIOR 48" ACCORDANCE WITH NYSDOT SECTION 552 CORRUGATE POLYETHYLENE 4. STRUCTURE DEPTH VARIES, SEE CATCH BASIN 1.5" SEE CHART PIPE OR FRENCH DRAIN. BELOW SEE GRADING PLAN. SCHEDULE COPOLYMER STEPS PRECAST CONCRETE SLAB 6" TOP DESIGNED FOR H20 LOADING OPERATOR/APPLICANT : CATCH BASIN SCHEDULE SMOOTH INTERIOR Contact: Jeff Manganello CORRUGATE POLYETHYLENE Thalle Industries, Inc. 6" PIPE INVERT SUMP 2" SUMP CB NUMBER RIM ELEV. INVERT IN INVERT IN 51 Route 100 6" COMPACTED SUBBASE NYLOPLAST DRAIN BASIN OUT DEPTH NYSDOT TYPE #4 WITH BOTTOM, OR APPROVED SUITABLE COMPACTED BUTYL RUBBER COUPLING EQUAL BACKFILL PIPE TO CATCH BASIN Briarcliff Manor, New York 10510 CONNECTION 1 58.00 54.43 (w) 54.63 (n) 54.30 (e) 2'-0" Phone: 914.762.3415 6" COMPACTED SUBBASE 6" COMPACTED SUBGRADE NYSDOT TYPE #4 4' X 4' PRECAST CONCRETE CATCH BASIN, BY FORT NOTES: 1. STRUCTURE BEDDING SHALL BE COMPACTED NYSDOT #4 CRUSHED STONE MIXTURE CONFORMING TO SECTION COMPACTED SUBGRADE MILLER OR APPROVED EQUAL. PROPERTY OWNER: 703-02 OF THE NYS STANDARD SPECIFICATIONS 2. IF UNSTABLE SOILS ARE ENCOUNTERED AS DETERMINED BY THE ENGINEER, STONE BEDDING FOR THE STRUCTURE SHALL BE REQUIRED A.O.B.E. Bilotta Realty of Westchester, 3. PROVIDE SAFE OPERATION SHEETING IF NEEDED IN ACCORDANCE WITH NYSDOT SECTION 552 4. STRUCTURE DIAMETER AND DEPTH VARIES, SEE DRAINAGE STRUCTURE TABLE. Inc. and Briga Enterprises Inc. 5. PLACE MIRAFI 140N FILTER FABRIC BETWEEN STRUCTURE TOP AND GRATE UNTIL CONTRIBUTING DRAINAGE AREA 2 PROPOSED CATCH BASIN - CONCRETE FACILITY 2099 Albany Post Rd, IS STABILIZED. STR-C4 SCALE: NOT TO SCALE Montrose, NY 10548 Drainage Structure Table Phone: 914.737.7891 Structure Structure RIM Inlet Pipe Invert In Invert Out Outlet Pipe ID Size 61.00 18" Dia 8" - 61.8' @ 8" (N) 59.33 8" (S) 59.33 8" - 130' @ 3.6% 11.6% HDPE HDPE 1 DROP INLET / DRAINAGE STRUCTURE Phase 2 STR-C4 SCALE: NOT TO SCALE Dakota Recycling Services NOTES: 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY and APPLICATION OF LIME, FERTILIZER, AND SEED. APPLY 4" OF TOPSOIL TO ALL DISTURBED AREAS AND SEED WITH THE FOLLOWING: Dakota 12" COMMON NAME WEIGHT (%) KENTUCKY BLUEGRASS 65 MIN. PURITY (%) 98 MIN. GERM'N (%) 85 Concrete Services RED FESCUE 25 98 80 4"-6" 3" PERENNIAL RYEGRASS 10 98 90 6" 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" DEEP BY 6" WIDE TRENCH WITH APPROXIMATELY 12" OF BLANKET EXTENDED Town of Cortlandt, 4 5 BEYOND THE UP-SLOPE PORTION OF THE TRENCH AS SHOWN IN DETAIL 2. 6" 2 ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY Westchester, New York 12" APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF BLANKET BACK OVER SEED AND COMPACTED 3B SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF Date Revision Drawn THE BLANKET. 3. ROLL THE BLANKETS (A) DOWN OR (B) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY 3A PLACING STAPLES/STAKES IN APPROPRIATE LOCATION AS PER MANUFACTURER'S RECOMMENDATIONS. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH MINIMUM 6" OVERLAP. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE 1 SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET. Copyright 2025 - CLA Site Landscape Architecture, Engineering, & Planning 5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOP MUST BE PLACED END PROPOSED 8" HDPE PIPE, P.C. It is a violation of the New York State Education Law for any OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" OVERLAP. STAPLE unauthorized alterations to this document as per Article 145 and 147. 130 FT, @3.6% THROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART ACROSS ENTIRE INV IN=59.33 BLANKET WIDTH. INV OUT=54.63 6. PLACE STAPLES/STAKES PER MANUFACTURER'S RECOMMENDATION FOR THE APPROPRIATE SLOPE BEING APPLIED. 7. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OF STAKE LENGTHS GREATER THAN 6" MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS. 8. FOLLOW EROSION CONTROL TECHNOLOGY COUNCIL SPECIFICATION FOR Project No. 20-1108 Drawn By: WD PRODUCT SELECTION. 3 SLOPE STABILIZATION Date: 01/20/2026 Checked By: SEM STR-C4 SCALE: NOT TO SCALE Sheet 24 of 25 CONCRETE DETENTION POND DETAILS STR-C4 Page 134 ALB NYA POS T R OAD ingalls & associates, LLP engineering, environmental, surveying 116 WEST AVENUE-UNIT 102 SARATOGA SPRINGS, N.Y. 12866 PHONE: (518) 393-7725 FAX: (518) 393-2324 Page 135 Civil Engineers • Land Planners Project Narrative Prepared for Oregon Road Subdivision Town of Cortlandt Westchester County, NY This project proposes a 7-lot subdivision for the existing parcels located at 1127 Oregon Road (Lot 24) and 2 Red Mill Road (Lot 25). Both lots are currently undeveloped and zoned CC – Community Commercial. Lot 24 is 2.04 acres and Lot 25 is 0.44 acres for a total subdivision area of 2.48 acres. There is an existing curb cut and paved cut through on both lots that connects Oregon Road and Red Mill Road that serviced previously demolished buildings, which will be removed. Lot 24 is heavily wooded, while Lot 25 is clear cut. The parcels along the road are flat and gradually increase in the east direction with areas of Steep Slopes in Lot 24. In this initial submission to the Planning Board, two concept plans have been provided. Both plans propose 6 single-family residential lots and 1 muti-use retail space with 2 attached apartments. A proposed cul-de-sac off Red Mill Road will service the proposed 6 residences. The retail space will have a separate curb cut on Red Mill Road. All parcels will meet the required yard setbacks, minimum lot size, and building coverage as set in the zoning code the CC designation. A 60’ wooded buffer is provided along the west property line as required by a deed restriction for 1127 Oregon Road (Lot 24). The two concept plans show two different configurations for the lots that contain the wooded buffer. The parking provided will comply with the CC zoning code. 10 spaces have been provided for the 2,600 SF retail space based on a rate of 1 space per 300 SF, including 1 ADA space. 2 parking spaces are provided per apartment unit, totaling 14 spaces provided in the multi-use lot. 2 spaces have been provided per single family dwelling. A space has been designated for a trash enclosure for the retail building. All proposed buildings will connect to the existing town water and sewer systems in Red Mill Road and Oregon Road. The new impervious areas will be treated and detained on site with individual lot treatments and a shared stormwater management practice to account for the cul-de- sac impacts. Joseph C. Riina, P.E. NYS Lic. No. 64431 January 22, 2026 251-F Underhill Avenue • Yorktown Heights, New York 10598 (914) 962-4488 Fax (914) 962-7386 Page 136 Page 137 Page 138 Page 139 COPYRIGHT © 2020 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVED SITE DATA: 25-37 OWNER / DEVELOPER: OREGON HOMES INC. PROJECT # 20 STREET ADDRESS 278 ROUTE 202 2.4 SOMERS, NY 10589 2' PROJECT LOCATION: 2 RED MILL ROAD & 1127 OREGON ROAD TOWN ZONING: CC PROPOSED USE: CLASS, DESCRIPTION TOWN TAX MAP DATA: SECTION13.13, BLOCK 1, LOT 24 & 25 SITE AREA : LOT 24: 2.01 ACRES ( 87,611 SF) & LOT 25: 0.44 ACRES ( 19,253 SF) SEWAGE FACILITIES: PUBLIC SEWERS WATER FACILITIES: PUBLIC WATER FACILITIES 10' ZONING SCHEDULE: 251-F Underhill Avenue, Yorktown Heights, NY 10598 "W SID E 10' YA R SET RD REA 00 BAC LOT 13.13.2 R D ZONING DISTRICT: CC ZONE S1 K LOT AREA = 8,414 SQ.FT. YA CK BA 04' SET (914) 962-4488 - Fax: (914) 962-7386 °4 DIMENSIONAL REGULATIONS: REQUIRED PROVIDED VARIANCE REQUIRED Civil Engineers Land Planners 3' 10' SID www.sitedesignconsultants.com 30 E MINIMUM SIZE OF LOT: 0° "W YA LOCATION MAP SET RD 170 N8 BAC MINIMUM LOT AREA: 7,500 SF. NONE NOT TO SCALE PRO K PRO 10 SID D SE POS PO MINIMUM LOT WIDTH: 60 FT. NONE YA ACK S ' RES ED 2 S RES ED 2 S TB E R MINIMUM YARD DIMENSIONS: FF E IDEN TOR ID TOR ELE ENC Y FF L C E Y 3' GF E E V. 1 7 GF V. ELE E 171 PRINCIPAL BUILDING: 6 BF LEV. 1 .75 .4 BF V .7 ELE 66.2 ELE . 161. 5 STAIRS FRONT YARD SETBACK: 30 FT. NONE V. 1 5 V. 1 25 130 66.7 61.7 REAR YARD SETBACK: 10 FT. NONE 5 5 ONE SIDE YARD SETBACK: 10 FT. NONE STAIRS MINIMUM LOT AREA PER DWELLING UNIT 5,000 SF NONE WALL MAXIMUM BUILDING COVERAGE: 25% OF LOT AREA NONE WALL SET MINIMUM LANDSCAPE COVERAGE: 30% OF LOT AREA NONE SIDE 10' YAR K MINIMUM BUILDING FLOOR AREA 12,000 SF NONE BAC D MAXIMUM HEIGHT: ' 00" W 16 0 PRINCIPAL BUILDING - FEET: 35 FEET NONE LOT 13.13.3 LOT 13.13.1 SETBA PRINCIPAL BUILDING - STORIES: 2 1/2 NONE REAR YARD LOT AREA = 22,355 SQ.FT. 10' LOT AREA = 8,487 SQ.FT. 41 CK PARKING SCHEDULE N7 0 ° Joseph C. Riina, P.E. NYS Lic. No. 64431 10' 10' REQUIRED PROVIDED SIDE TORY 160 SID E S REQUIRED PARKING SINGLE FAMILY: 2 SPACES PER LOT 12 SPACES SED 2 E 10' YARD YAR O W SET D O P SETBACK PR ENC SIDE RESID 53.0 BAC RETAIL BUILDING / APARTMENTS: 0" K EV. 1 YARD FF EL 1.0 K 1 SPACES/300 S.F.: 2,600 SF/300 SF PER = 9 SP 13 SPACES '0 EV. 15 ETBAC Engineer: ACK S T GF EL . 151.0 YARD FRON 30' 0' EV 1 SPACE PER APT.: 2 APTS @ 2 SP PER = 4 SP 19 9 ' BF EL S 1 0.00 SETB 100.0 13 SPACES ° 10 PARKING VARIANCE REQUIRED: 0 SPACES Comments: SETBA FRONT YARD 30' ---- 150 320.32' 30 FRO ' CK N YAR T Date ---- Revisions: SET D BAC K No. ---- ' 20" W 11-05-25 DRAWN BY: F:\2025\25-37 MJM - OREGON CORNERS, CORTLANDT\ENGINEERING\CAD\C3D-25-37 MJM OREGON CORNERS CORTLANDT\DWG\25-37 MJM OREGON RD 01-07-25.DWG 11/8/2025 1:15:04 PM 1" = 20' SCALE: DATE: JCR TRASH ENCLOSURE 3 N 69° 2 150 30' T ON FR RD YA CK A TB SE SITE PLAN OPTION 1 SETBA FRONT YARD 30' CK SETBA FRONT YARD 30' CK 10' SIDE LOT 13.13.4 YARD LOT AREA = 19,578 SQ.FT. RY SETBACK PO SE D 2 STO PROP PRO NCE OSED D 2 STORY RESIDE. 150.5 10' RESID 2 STORY PROPOSE S 61° 19' 10" E V FF ELE REAR ENCE E V. 150.0 RESIDENC E LE Westchester County, NY FF EL 150 G F EV 54.0 V. 140.5 YARD GF EL . 156.0 FF ELEV. 1 BF ELE K SETBAC 2 RED MILL ROAD - 1127 OREGON ROAD EV. 15 3.5 BF EL 5.5 GF ELEV. 15 OREGON HOMES, INC. EV. 14 6.0 BF ELEV. 1 44.0 E TA I L 2600 SF R 2 APTS 10' PRELIMINARY SITE PLAN SIDE YARD ' 3 194.87 K FR 0' SETBAC ON Y T SE ARD PREPARED FOR 140 LOT 13.13.5 10' LOT 13.13.6 TB LOT AREA = 7,965 SQ.FT. SIDE LOT AREA = 8,374 SQ.FT. AC K 10' YARD K SIDE SETBAC 1 Story YARD 10' Shed SIDE LOT 13.13.7 SETBACK 10' YARD LOT AREA = 13,226 SQ.FT. SIDE K SETBAC Chain Link Fence YARD SETBACK SETBACK SETBACK Town of Cortlandt SETBACK YARD YARD YARD REAR REAR REAR Stone Wall 10' 10' 10' 0 10 20 40 SCALE: 1"=20'-0" SAFE DIG 1 NOTE: Before You Dig, Drill or Blast! Sheet CALL US TOLL FREE 811 or 1-800-962-7962 1. THIS IS NOT A SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEEN NY Industrial Code Rule 753 requires no less of TAKEN FROM SURVEY MAP PREPARED BY TC MERRITTS LAND SURVEYORS, DATED than two working days notice, but not more than ten days notice. 10/23/20, LAST REVISED 10/26/20. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS www.digsafelynewyork.com 1 ACCURACY. NOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW. Page 140 COPYRIGHT © 2020 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVED SITE DATA: 25-37 OWNER / DEVELOPER: OREGON HOMES INC. PROJECT # 20 STREET ADDRESS 278 ROUTE 202 2.4 SOMERS, NY 10589 2' PROJECT LOCATION: 2 RED MILL ROAD & 1127 OREGON ROAD TOWN ZONING: CC PROPOSED USE: CLASS, DESCRIPTION 10' TOWN TAX MAP DATA: SECTION13.13, BLOCK 1, LOT 24 & 25 R SITE AREA : LOT 24: 2.01 ACRES ( 87,611 SF) & LOT 25: 0.44 ACRES ( 19,253 SF) REA D SEWAGE FACILITIES: PUBLIC SEWERS YAR CK WATER FACILITIES: PUBLIC WATER FACILITIES BA SET ZONING SCHEDULE: 251-F Underhill Avenue, Yorktown Heights, NY 10598 "W PR RESI V. 177. .43 00 OP ZONING DISTRICT: CC ZONE O DEN 43 S1 FF 04' GF LEV. (914) 962-4488 - Fax: (914) 962-7386 SED CE °4 Civil Engineers Land Planners DIMENSIONAL REGULATIONS: REQUIRED PROVIDED VARIANCE REQUIRED BF ELE V. 175 3 3' ELE E www.sitedesignconsultants.com 30 MINIMUM SIZE OF LOT: 0° 2S "W LOCATION MAP N8 168 TO NOT TO SCALE MINIMUM LOT AREA: 7,500 SF. NONE 10 .4 SID D SE MINIMUM LOT WIDTH: 60 FT. NONE RY YA ACK ' TB E R MINIMUM YARD DIMENSIONS: 3' PRINCIPAL BUILDING: SETBA SIDE YARD 10' .4 FRONT YARD SETBACK: 30 FT. NONE SETBA REAR YARD 130 10' REAR YARD SETBACK: 10 FT. NONE CK LOT 13.13.3 LOT AREA = 22,355 SQ.FT. ONE SIDE YARD SETBACK: 10 FT. NONE CK 10' MINIMUM LOT AREA PER DWELLING UNIT 5,000 SF NONE 170 SIDE SETB REAR MAXIMUM BUILDING COVERAGE: 25% OF LOT AREA NONE YARD YARD 10' LOT 13.13.1 CK MINIMUM LANDSCAPE COVERAGE: 30% OF LOT AREA NONE SETBA LOT AREA = 8,487 SQ.FT. ACK MINIMUM BUILDING FLOOR AREA 12,000 SF NONE LOT 13.13.2 LOT AREA = 8,414 SQ.FT. MAXIMUM HEIGHT: ' 00" W PRINCIPAL BUILDING - FEET: 35 FEET NONE PRINCIPAL BUILDING - STORIES: 2 1/2 NONE 10' PROPOSED 2 STORY RESIDENCE 1 SIDE 4 FF ELEV. 167.32 YARD PARKING SCHEDULE ° GF ELEV. 162.82 0 SETBACK BF ELEV. 158.32 N7 Joseph C. Riina, P.E. NYS Lic. No. 64431 10' REQUIRED PROVIDED SIDE S TORY REQUIRED PARKING SINGLE FAMILY: 2 SPACES PER LOT 12 SPACES SED 2 E 10' YARD O W O P SETBACK PR ENC SIDE RESID 53.0 RETAIL BUILDING / APARTMENTS: 0" EV. 1 YARD FF EL 1.0 K 1 SPACES/300 S.F.: 2,600 SF/300 SF PER = 9 SP 13 SPACES '0 EV. 15 ETBAC Engineer: GF EL . 151.0 S 0' EV 1 SPACE PER APT.: 2 APTS @ 2 SP PER = 4 SP 19 9 ' 160 BF EL S 1 0.00 T FR 0' 100.0 ON K SE ARD 3 13 SPACES AC ° TB Y 10 10' PARKING VARIANCE REQUIRED: 0 SPACES SIDE Comments: YARD CK SETBA SETBA FRONT YARD 30' ---- 150 320.32' 30 FRO ' CK N YAR T Date ---- Revisions: SET D BAC K No. ---- F:\2025\25-37 MJM - OREGON CORNERS, CORTLANDT\ENGINEERING\CAD\C3D-25-37 MJM OREGON CORNERS CORTLANDT\DWG\25-37 MJM OREGON RD 9-17-25 OPTION 2.DWG 11/8/2025 1:15:04 PM ' 20" W 11-05-25 DRAWN BY: 1" = 20' SCALE: DATE: JCR TRASH ENCLOSURE 3 N 69° 2 150 30' T ON FR RD YA CK A TB SE SITE PLAN OPTION 2 SETBA FRONT YARD 30' CK SETBA FRONT YARD 30' CK 10' SIDE LOT 13.13.4 + 155.50 YARD LOT AREA = 19,578 SQ.FT. RY SETBACK PO SE D 2 STO PROP PRO NCE OSED D 2 STORY RESIDE. 150.5 10' RESID 2 STORY PROPOSE S 61° 19' 10" E V FF ELE REAR ENCE E V. 150.0 RESIDENC E LE Westchester County, NY FF EL 150 G F EV 54.0 V. 140.5 YARD GF EL . 156.0 FF ELEV. 1 BF ELE K SETBAC 2 RED MILL ROAD - 1127 OREGON ROAD EV. 15 3.5 BF EL 5.5 GF ELEV. 15 OREGON HOMES, INC. EV. 14 6.0 BF ELEV. 1 44.0 E TA I L 2600 SF R 2 APTS 10' PRELIMINARY SITE PLAN SIDE YARD ' 194.87 K SETBAC PREPARED FOR 140 LOT 13.13.5 10' LOT 13.13.6 LOT AREA = 8,374 SQ.FT. LOT AREA = 7,965 SQ.FT. SIDE 10' YARD K SETBAC FR RD K SIDE 30 NT 1 Story 10' ' O SE YA BAC YARD LOT 13.13.7 SIDE T Shed SETBACK 10' LOT AREA = 13,226 SQ.FT. YARD SIDE K SETBAC Chain Link Fence YARD SETBACK SETBACK SETBACK Town of Cortlandt SETBACK YARD YARD YARD REAR REAR REAR Stone Wall 10' 10' 10' 0 10 20 40 SCALE: 1"=20'-0" SAFE DIG 1 NOTE: Before You Dig, Drill or Blast! Sheet CALL US TOLL FREE 811 or 1-800-962-7962 1. THIS IS NOT A SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEEN NY Industrial Code Rule 753 requires no less of TAKEN FROM SURVEY MAP PREPARED BY TC MERRITTS LAND SURVEYORS, DATED than two working days notice, but not more than ten days notice. 10/23/20, LAST REVISED 10/26/20. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS www.digsafelynewyork.com 1 ACCURACY. NOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW. Page 141 Page 142 Page 143 Page 144 Page 145 Page 146 Page 147 2003 Crompond Road (TAX LOT: 33.12-2-7, 33.12-2-1) Town of Cortlandt, New York Site Plan Application - Parcel 3 January 21, 2026 LOCATION MAP ZONING TABLE LIST OF DRAWINGS No. Name By Scale Date COVER SHEET DTSP 01/23/25 SP-1.0 SITE LAYOUT PLAN DTSP 1" = 30' 01/23/25 SP-2.0 SITE GRADING AND DRAINAGE PLAN DTSP 1" = 30' 01/23/25 SP-3.0 SITE UTILITY PLAN DTSP 1" = 30' 01/23/25 SP-4.1 SITE LANDSCAPE PLAN DTSP 1" = 30' 01/23/25 SURVEY TCM 1" = 20' 01/23/25 LEGEND DTSP DTS PROVIDENT DESIGN ENGINEERING, LLP TCM DANIEL T. MERRITTS, PLS BASE MAP SOURCE: WESTCHESTER GIS OWNER / APPLICANT PLANNER & CIVIL ENGINEER ARCHITECT LAND USE ATTORNEY SURVEYOR V.S. CONSTRUCTION CORPORATION BEATTY HARVEY COCO ARCHITECTS ZARIN & STEINMETZ DANIEL T. MERRITTS, PLS 37 CROTON DAM ROAD DTS P O DENT u 1300 WALT WHITMAN ROAD 81 MAIN STREET 394 BEDFORD ROAD ntelligent Land se MELVILLE, NY 11747 WHITE PLAINS, NY 10601 PLEASANTVILLE, NY 10570 OSSINING, NY 10562 DTSProvidentDesignEngineering,LLP OneNorthBroadway WhitePlains,NY10601 P:914.428.0010 F:914.428.0017 Page 148 WF 31 WF 4 WF 3 WF 32 WF 33 EVERGREEN MANOR WF 2 Town of Cortlandt, New York WF 34 WF 1&36 WF 35 OWNER / APPLICANT V.S. CONSTRUCTION CORPORATION 37 CROTON DAM ROAD OSSINING, NY 10562 100' W ETLAN PLANNER, CIVIL ENGINEER, LANDSCAPE D BUFFE ARCHITECT DTS P O DENT R u ntelligent Land se DTS Provident Design Engineering, LLP CA #: 0017846 One North Broadway White Plains, NY 10601 PROPOSED MONUMENT P: 914.428.0010 F: 914.428.0017 ARCHITECT - PARCEL 3 BEATTY HARVEY COCO ARCHITECTS 1300 WALT WHITMAN ROAD MELVILLE, NY 11747 R-40 LAND USE ATTORNEY ZARIN & STEINMETZ 81 MAIN STREET WHITE PLAINS, NY 10601 SURVEYOR DANIEL T. MERRITTS, PLS 394 BEDFORD ROAD 30' SIDE YARD SETBACK/ PLEASANTVILLE, NY 10570 NONDISTURBANCE AREA 100 WETLAND CONSULTANT 'W ETL TIM MILLER ASSOCIATES, INC. PROPERTY LINE, AN TYP. 10 NORTH STREET DB COLD SPRING, NY 10516 UFF ER MOD PROPERTY LINE, MONUMENT (TYP.) PROPOSED ASPHALT PAVEMENT (TYP.) 30' SIDE YARD SETBACK/ Λ CONCRETE CURB (TYP.) Λ Λ NONDISTURBANCE AREA ASPHALT WALK Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ PROPERTY LINE Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ PROPOSED 22.0' Λ ELECTRIC VEHICLE Λ Λ Λ Λ Λ Λ Λ Λ Λ RETAINING WALL, Λ PARKING (TYP. OF 2) Λ Λ Λ Λ Λ Λ Λ Λ TYP. M Λ Λ Λ Λ O PRO Λ Λ Λ Λ Λ NUM SED Λ ACCESS DR Λ Λ Λ 18.0 Λ Λ Λ Λ Λ Λ Λ IVE PO Λ Λ ' Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ ENT Λ Λ Λ Λ (1,60 OFFICE CONCRETE Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ MOD Λ Λ Λ Λ Λ WALK DUMPSTER Λ Λ 7 Λ Λ Λ Λ Λ Λ Λ 0 SF) Λ Λ Λ Λ EV 7.5 ' Λ Λ Λ Λ ENCLOSURE ' Λ Λ Λ 69.5 Λ TYP. Λ Λ Λ Λ Λ WOODEN GUARDRAIL Λ Λ ICAL Λ 7 Λ Λ 25.0 Λ Λ Λ Λ Λ Λ Λ EV MOUNTABLE CURB Λ ' Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ PROPOSED 1-STORY BUILDING Λ MED Λ Λ Λ Λ Λ Λ Λ E EMERGENCY ACCESS GATE Λ Λ Λ Λ ENU Λ Λ Λ EXTEND EXISTING WALL Λ Λ .3 ' Λ RETAIL (8,000 SF) Λ Λ Λ Λ Λ Λ Λ Λ WITH NO PARKING SIGN Λ Λ R357 Λ E AV Λ Λ BOTH SIDES Λ Λ Λ 4FT HEIGHT FENCE FLAGGED WETLAND BOUNDARY, Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ TYP. 18.0 Λ STABILIZED TURF THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY YETT Λ Λ Λ Λ Λ Λ Λ Λ ' Λ Λ PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. 1-800-962-7962 OR 811 Λ Λ Λ Λ LAFA Λ Λ 8.0 ' Λ Λ Λ Λ Λ Λ 25.0 ' Λ Λ X 7.5 ' Λ TYP. Λ R10.0 ' 5 0' Λ 25' Λ Λ Λ Λ X 18. Λ Λ Λ Λ Λ Λ Λ PAVEMENT 9.0 ' X Λ Λ ' STRIPING (TYP.) 20.0 Λ Λ Λ Λ 43 SPACES Λ Λ NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED Λ BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT Λ DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE Λ 0' Λ ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND Λ 0. SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER R1 Λ WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. Λ Λ OPEN SPACE 100' WETLAND Λ Λ MOUNTABLE CURB WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED Λ BUFFER, TYP. MOD MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL Λ Λ DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF EMERGENCY ACCESS Λ ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS Λ SHOWN BY THESE DRAWINGS. Λ (STABILIZED TURF) Λ Λ LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW Λ YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS Λ Λ DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION Λ 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Λ Λ Λ Λ Λ 30' FRONT YARD SETBACK Copyright DTS Provident Design Engineering, LLP 2025 Λ All rights reserved. Λ Λ NOT FOR CONSTRUCTION Λ 30' SIDE YARD SETBACK Λ Λ Λ Λ Λ 01/21/2026 SITE PLAN APPLICATION Λ 1 Λ Λ Λ Λ Λ Λ Λ Λ Λ 4 Λ 1 Λ Λ Λ Λ Λ Λ Λ Λ MOD PR UM MO Λ OP EN N OS T Λ ED Λ AD Λ D RO ON 02 MP E 35/2 Λ O CR OUT Λ R PARCEL 3 - Λ Λ SITE LAYOUT PLAN Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ CONKLIN AVENUE SP-1.0 EXPIRES 7/31/26 Page 149 S WF 31 WF 4 NEW FIRE HYDRANT AND FUTURE WATER MAIN EXTENSION, TYP. 8" DIP, CL 54 (CAP END) WF 3 WF 32 EVERGREEN MANOR WF 33 Town of Cortlandt, New York WF 2 FUTURE SANITARY SEWER MAIN EXTENSION, TYP. 8" DIP, SDR-35 WF 34 (CAP END) MATCHLINE (SEE SHEET SP-2.1) MATCHLINE (SEE SHEET SP-2.1) WF 1&36 FUTURE MAIN SANITARYWF 35 SEWER OWNER / APPLICANT EXTENSION V.S. CONSTRUCTION CORPORATION 37 CROTON DAM ROAD OSSINING, NY 10562 100' W NEW 8" GATE VALVE, TYP. PLANNER, CIVIL ENGINEER, LANDSCAPE ETLAN S ARCHITECT DTS P O DENT D BUF u ntelligent Land se FER DTS Provident Design Engineering, LLP CA #: 0017846 One North Broadway White Plains, NY 10601 P: 914.428.0010 F: 914.428.0017 PROPOSED MONUMENT ARCHITECT - PARCEL 3 BEATTY HARVEY COCO ARCHITECTS 1300 WALT WHITMAN ROAD MELVILLE, NY 11747 1+00 1+55 LAND USE ATTORNEY ZARIN & STEINMETZ 81 MAIN STREET WHITE PLAINS, NY 10601 FUTURE WATER MAIN EXTENSION SURVEYOR FUTURE SANITARY SEWER DANIEL T. MERRITTS, PLS S MAIN EXTENSION 394 BEDFORD ROAD L PLEASANTVILLE, NY 10570 AF 30' SIDE YARD SETBACK/ WETLAND CONSULTANT A NONDISTURBANCE AREA TIM MILLER ASSOCIATES, INC. Y 100 10 NORTH STREET ' E WE COLD SPRING, NY 10516 0 TL 0+0 TT PROPERTY LINE, AN TYP. DB E UFF R-40 ER VE A N PROPERTY LINE, U MONUMENT (TYP.) PROPOSED E 386 30' SIDE YARD SETBACK/ Λ Λ Λ TW 384.0 NONDISTURBANCE AREA BW 371.8 Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ RW-BEND Λ Λ Λ Λ Λ Λ TW 380.7 Λ Λ Λ Λ Λ TW 382.5 Λ Λ Λ Λ 384 Λ Λ Λ BW 366.0 Λ Λ Λ RW-BEND S Λ Λ BW 368.5 Λ Λ Λ Λ Λ Λ Λ 382 Λ Λ Λ TW 382.5 Λ Λ Λ 380 Λ Λ Λ Λ M Λ BW 370.0 Λ Λ Λ O PRO Λ Λ Λ TW 390.0 Λ Λ Λ NUM SED Λ Λ Λ 372 Λ Λ 382 Λ Λ Λ Λ Λ BW 374.0 Λ PO Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ ENT Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ 370 Λ 7 Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ N2 Λ Λ Λ 373 Λ Λ Λ Λ 7 Λ Λ Λ Λ 9° 0 Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ TW 380.0 Λ 6' 1 Λ Λ UPo Λ NUE TW 374.6 Λ Λ BW 370.0 Λ 5 9" E Λ 371 Λ Λ Λ THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY Λ Λ BW 363.0 le Λ Λ PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. AVE 34. 374 Λ Λ Λ Λ 1-800-962-7962 OR 811 Λ TW 370.5 Λ Λ 6 Λ Λ Λ 3 5' E Λ Λ BW 364.3 YETT Λ Λ Λ Λ Λ Λ TW 375.0 Λ Λ TW 370.5 Λ Λ BW 373.0 LAFA Λ Λ Λ Λ BW 369.4 Sto Λ TW 372.0 Λ Λ Λ n 5 BW 368.5 Λ eW Λ 370 X 369 Λ 5 Λ 5 37 4 a Λ .81 X 37 ll 372 3 0 37 37 2 Λ +37 37 X Λ 373 1 1 NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT Λ 375 0 DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE 37 Λ ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND 8 6 S 36 SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER Λ 36 WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. Λ 374 WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED Λ MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL TW 370.0 TW 373.0 DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF Λ Ston BW 366.0 BW 366.0 ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS 100' WETLAND Λ SHOWN BY THESE DRAWINGS. BUFFER, TYP. e 8.0' 364 Λ LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW Wa Stone YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS Λ ll DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION UPo 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Λ Wire Wall le Guy Λ onc C Copyright DTS Provident Design Engineering, LLP 2025 Λ All rights reserved. Pad rete Λ TW 367.0 NOT FOR CONSTRUCTION BW 366.0 30' FRONT YARD SETBACK MOD 323.99' WF S ENERGY 30' SIDE YARD SETBACK DISSAPATOR, TYP. UPo S 76° 13' 31" E 1 01/21/2026 SITE PLAN APPLICATION C4 le UPole UPole +(355.9) TC S 77 WF (355.4) TC + 20.0 WE Post Ligh TLA UPole UPole C3 DB N OU +(354.9 UPo ' t E UPo 4 Sign raffic UPo U 3" ND ) TC UPo Pole 1 A '4 ° 37 64.77' RY 42 le le Wire le al B 8° T le Guy N7 INV.B=346.83 WF ox +(35 INV.A=346.83 Pole l ' 03 W Sign 4.4) RIM=350.53 Traf TC 100.00' BUFF ER 18"RCP C2 a te DRAIN INLET UPo a fic r UPo le e l "W +(35 A 3.7) B TC ' .67 Wire 18"RCP Co 3 UPole 25 UPole Traf l Lid Guy Met Con urs Ston Traf l Lid Wire Aspha fic S e Met PR UM MO a cret UPole eW Guy W fic S OP EN igna a N 0 Sign e Pa 0+0 F C1 lt D OS T all igna (35 2.7 l Bo S )T UPole ED rive d C+ Be Ston l x Box eM Signal Box aso gin INV UP o nry Traffic 20" =348.7 AD le R MOD eta : 0+ RO RC 0 inin Traf D PARCEL 3 - S P gW 02 Wire ON all Con MP E 35/2 00. S c. C UPole fic S Guy Wire Guy O urb CR OUT 352 Traf UPole 00 SITE GRADING AND .5+ HOSPIT ign R fic S EXIT al B RIM=353.63 PI: DRAINAGE PLAN RIM=348.04 ign DRAIN INLET o MANHOLE (CON-ED) x UPo AL al P 0+6 RIM=347.41 00 le ole Wire 4 Guy MANHOLE (CON-ED) 1+ .62 RIM S DR =352 Traffic Signal Pole AIN .1 INL 1 NU PI ET M DEE BER :1 +0 30.0 D 4 STA CO 91320 7. THE T E N OF TRO 394 32 R AIN IM=3 DR ' L MA 52.6 LAN PEOP NEW NH 6 DS LE O YOR OL AC K E QU F THE RIM IRE = DB MA 353.0 0 Y 2+0 NH 8 OL SP-2.0 E PI: Tra ffic 1+8 Sto CONKLIN AVENUE Sig nal ne UPo THE DEED Tra Pol 6.3 l ffic e EXPIRES 7/31/26 e PEO CO Sig PLE NTR nal 8 Wall OF O Box THE L NUM ST A BER TE O 4 F N 91320 EW 4 Y O 41 Page 150 WF 31 WF 4 NEW FIRE HYDRANT AND FUTURE WATER MAIN EXTENSION, TYP. 8" DIP, CL 54 (CAP END) WF 3 WF 32 WF 33 WF 2 EVERGREEN MANOR Town of Cortlandt, New York FUTURE SANITARY SEWER MAIN EXTENSION, TYP. 1 8" DIP, SDR-35 WF 34 (CAP END) WF 1&36 FUTURE MAIN SANITARYWF 35 SEWER EXTENSION OWNER / APPLICANT V.S. CONSTRUCTION CORPORATION 37 CROTON DAM ROAD NEW 8" OSSINING, NY 10562 GATE VALVE, TYP. PLANNER, CIVIL ENGINEER, LANDSCAPE ARCHITECT DTS P O DENT u ntelligent Land se DTS Provident Design Engineering, LLP CA #: 0017846 One North Broadway White Plains, NY 10601 P: 914.428.0010 F: 914.428.0017 ARCHITECT - PARCEL 3 BEATTY HARVEY COCO ARCHITECTS 1300 WALT WHITMAN ROAD MELVILLE, NY 11747 LAND USE ATTORNEY FUTURE WATER MAIN ZARIN & STEINMETZ EXTENSION 81 MAIN STREET WHITE PLAINS, NY 10601 FUTURE SANITARY SEWER MAIN EXTENSION LA SURVEYOR DANIEL T. MERRITTS, PLS FAY 30' SIDE YARD SETBACK/ 394 BEDFORD ROAD NONDISTURBANCE AREA PLEASANTVILLE, NY 10570 NEW 8" GATE VALVE, TYP. WETLAND CONSULTANT E T PROPERTY LINE, TIM MILLER ASSOCIATES, INC. TE TYP. 10 NORTH STREET R-40 COLD SPRING, NY 10516 VE A N PROPERTY LINE, U (TYP.) 10'-0" MIN. E SEPARATION, TYP. 30' SIDE YARD SETBACK/ NONDISTURBANCE AREA Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ NEW SMH-R2 Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ RIM. 175.15 Λ Λ Λ Λ Λ Λ Λ Λ Λ 20'-0" WIDE Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ WATER MAIN EASEMENT Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ PROPOSED Λ Λ Λ Λ UPo Λ PROPOSED NUE Λ Λ 4" DIP, CL54 FIRE LATERAL Λ Λ Λ Λ 6" DIP SANITARY Λ Λ 3" DIP, CL54 DOM. LATERAL le Λ Λ AVE NEW WATER MAIN Λ Λ Λ Λ SEWER LATERAL (SIZE TO BE CONFIRMED Λ Λ (8" DIP, CL 54) Λ Λ Λ (6" D.I.P., CL52) S=0.02 MIN. E Λ Λ BY MEP) YETT Λ Λ Λ Λ Λ THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PROPOSED Λ Λ Λ NEW Λ Λ PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. LAFA Λ 1-800-962-7962 OR 811 6" DIP WATERMAIN NEW SMH-R1 Λ FIRE HYDRANT Λ Λ St Λ RIM. 363.84 Λ one Λ Λ Λ Λ NEW 8" X W Λ GATE VALVE, TYP. Λ all Λ X Λ X CONNECT NEW 8" Λ WATER MAIN TO Λ EXISTING WATER MAIN Λ W/ NEW 8"x8"x8" TEE Λ NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED Λ BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE Λ ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER Λ Ston WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. Λ 8" S eW WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED Λ MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL e all DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF Λ w UPo RELOCATED ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS CONNECT er P Λ Wire SHOWN BY THESE DRAWINGS. 8"CI TO EXIST 8" DIP UTILITY POLE - LOCATION le Guy Λ LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW C ipe WATERMAIN STUB TO BE VERIFIED W/ UTILITY CO. YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS o P PER n Λ DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION c O AP Pad PRO LD S rete 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Λ XIM URV ATE EY - RIM=359.78 SEW NO 30' FRONT YARD SETBACK MOD ER T FO SEWER MANHOLE MA U Copyright DTS Provident Design Engineering, LLP 2025 NH ND All rights reserved. OL E NOT FOR CONSTRUCTION WF RIM=356.16 ENERGY UPo 30' SIDE YARD SETBACK SEWER MANHOLE DISSAPATOR, TYP. C4 le UPole Pipe ipe 8" Sewer P UPole 8" Sewer WF 1 01/21/2026 SITE PLAN APPLICATION WE Post Ligh TLA UPole UPole C3 ND BOU UPo t UPo Sign raffic UPo ND UPo ARY le le Wire le al B T le Guy INV.B=346.83 WF ox INV.A=346.83 Pole l W Sign RIM=350.53 Traf 18"RCP C2 a te DRAIN INLET UPo a fic r 16"CIP UPo le le A B N Wire 8"HP GAS MAI 18"RCP Co UPole UPole 16"CIP Traf l Lid Guy Met C urs o Traf l Lid Wire Aspha f e n Met ic 16"CIP a cret Guy UPole Sign W fic S a 0 Sign e Pa 8"CIP 0+0 F C1 lt Drive al B igna 16"CIP UPole 8"CIP d ox Be Ston lB eM Signal Box ox aso gin INV UPo nry Traffic 20" =348.7 AD le R MOD eta 8"CIP : 0+ RO RC 0 inin Traf D P gW 02 Wire ON all Con MP E 35/2 00. 8"CIP c. C UPole fic S Guy Wire Guy O urb CR OUT 16" Traf UPole 00 C HOSPIT igna IP R ic Si f EXIT RIM=353.63 l Bo PI: DRAIN INLET RIM=348.04 gna PROPOSED 6" DIP SANITARY MANHOLE (CON-ED) PARCEL 3 - x UPo AL 0+6 l Po 2 SEWER CONNECTION 8"C PER OLD SURVEY - NOT FOUND RIM=347.41 00 le Wire SITE UTILITY PLAN IP 4le.6 Guy INV. OUT: 366.5 APPROXIMATE SEWER MANHOLE MANHOLE (CON-ED) 1+ RIM Me DR =352 Traffic Signal Pole ter AIN .1 Wa Pit INL 1 NU te r PI ET M DEE BER :1 D 4 STA CO 91320 +0 7. THE T E N OF TRO 394 L 32 R AIN IM=3 DR MA 52.6 DS RELOCATE LAN PEOP NEW LE O Y O R NH 6 OL FIRE HYDRANT AC QU F THE K RIM E IRE = DB MA 353.0 0 Y 2+0 NH 8 OL SEW RIM E ER = MA 353.1 PI: Tra NH 8 8"C ffic OL 1+8 Sto CONKLIN AVENUE 8" PIPE E 16"PIPE IP Sig nal ne SP-3.0 UPo THE DEED Tra Pol 6.3 le ffic e PEO CO Sig PLE NTR 8 nal Wall OF O Box RIM THE L NUM STA BER DR =355. LAN TE OF 4913 AIN 65 INL ET Stre DS N AC EW Y 0441 2 EXPIRES 7/31/26 CR gn et S i QU IRE OR DB K OM Y PO Page 151 • CONCEPT PLANT SCHEDULE • WF 31 • • WF 4 • • NEW FIRE HYDRANT • SHADE TREES 3" - 3.5" CAL. 13 • AND FUTURE WATER • • MAIN EXTENSION, TYP. ACER RUBRUM `OCTOBER GLORY` - `OCTOBER GLORY` RED MAPLE • • 8" DIP, CL 54 LIQUIDAMBAR STYRACIFLUA `ROTUNDILOBA` - `ROTUNDILOBA` SWEETGUM • • • (CAP END) LIRIODENDRON TULIPIFERA - TULIP POPLAR • QUERCUS SPP. - OAK SPECIES WF 3 WF 32 • TILIA AMERICANA - BASSWOOD • WF 33 ULMUS AMERICANA `NEW HARMONY` - `NEW HARMONY` AMERICAN ELM EVERGREEN MANOR • • • WF 2 Town of Cortlandt, New York • ORNAMENTAL TREES 6` - 8` HGT. 15 • • AMELANCHIER X GRANDIFLORA - APPLE SERVICEBERRY W BETULA NIGRA `BNMTF` - `DURA HEAT` RIVER BIRCH FUTURE SANITARY SEWER CERCIS CANADENSIS - EASTERN RED BUD W MAIN EXTENSION, TYP. CORNUS FLORIDA `CHEROKEE BRAVE` - CHEROKEE BRAVE DOGWOOD 1 8" DIP, SDR-35 WF 34 W W W W (CAP END) W W W EVERGREEN TREES 6` - 8` HGT. 39 WF 1&36 W ILEX OPACA - AMERICAN HOLLY W FUTURE JUNIPERUS VIRGINIANA - EASTERN RED CEDAR MAIN SANITARYWF 35 SEWER PICEA GLAUCA - WHITE SPRUCE W EXTENSION PICEA PUNGENS - BLUE SPRUCE OWNER / APPLICANT W V.S. CONSTRUCTION CORPORATION 37 CROTON DAM ROAD NATIVE SLOPE STABLIZATION SHRUBS 24" - 36", 4` O.C. 3,406 sf W OSSINING, NY 10562 100' W NEW 8" ARONIA ARBUTIFOLIA `BRILLIANTISSIMA` - `BRILLIANT RED` CHOKEBERRY GATE VALVE, TYP. CORNUS SPP. - DOGWOOD SPECIES W ETLAN ILEX GLABRA SPP - INKBERRY HOLLY MYRICA PENSYLVANICA - NORTHERN BAYBERRY PLANNER, CIVIL ENGINEER, LANDSCAPE D BUF RHUS AROMATICA `GRO-LOW` - GRO-LOW FRAGRANT SUMAC W VIBURNUM DENTATUM - ARROWWOOD VIBURNUM ARCHITECT FER DTS P O DENT u W ntelligent Land se W DTS Provident Design Engineering, LLP CA #: 0017846 One North Broadway NATIVE RESTORATION SEED MIX 10,635 sf White Plains, NY 10601 W WOODLAND RESTORATION AREA SEED MIX ERNMX-132-1 "RIGHT OF WAY NATIVE WOODS MIX WITH ANNUAL RYEGRASS" BY P: 914.428.0010 F: 914.428.0017 ERNST CONSERVATION SEEDS (800) 873-3321 OR APPROVED EQUAL. W INCLUDES THE FOLLOWING: ANNUAL RYEGRASS, DEERTONGUE, SWITCHGRASS, VIRGINIA WILD RYE ARCHITECT - PARCEL 3 W BEATTY HARVEY COCO ARCHITECTS SEEDING RATE: 30 LBS/ACRE SEED AND MAINTAIN PER SEED SUPPLIER`S SPECIFICATIONS. 1300 WALT WHITMAN ROAD MELVILLE, NY 11747 W APPLICATION METHOD: HYDROSEED WITH MULCH TACKIFIER. W W W LAND USE ATTORNEY W LAWN 8,066 sf ZARIN & STEINMETZ FUTURE WATER MAIN W 81 MAIN STREET W W W LAWN SEED MIX - SUN/SHADE W EXTENSION HARDSCRABBLE "ALL PURPOSE SUN/SHADE MIX" AS SUPPLIED BY WHITE PLAINS, NY 10601 HARDSCRABBLE FARMS, INC. (914) 669-5633 OR APPROVED EQUAL. CONTAINS FUTURE SANITARY SEWER W THE FOLLOWING: MAIN EXTENSION 30% SOPRANO PERENNIAL RYE, SURVEYOR 30% INTEGRA PERENNIAL RYE, DANIEL T. MERRITTS, PLS W 30% REBEL IV TALL FESCUE, 394 BEDFORD ROAD 10% PALOUSE KENTUCKY BLUEGRASS PLEASANTVILLE, NY 10570 W SEEDING RATE: 6 LBS/1,000 SF. 100 WETLAND CONSULTANT 'W W ETL TIM MILLER ASSOCIATES, INC. AN 10 NORTH STREET DB W COLD SPRING, NY 10516 UFF R-40 ER W W EXISTING TREE LINE TO REMAIN W PR W W UTIL SED 20' 386 O W P W Λ W O IT Λ Λ Λ Λ Λ Y Λ NATIVE SLOPE W Λ Λ W Λ Λ Λ Λ E Λ Λ Λ ASE IDE Λ STABILIZATION W Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ W Λ PLANTING Λ Λ MEN Λ LIMIT OF DISTURBANCE, Λ Λ Λ Λ W W Λ Λ Λ Λ Λ W 384 Λ Λ Λ Λ (TYP.) W Λ Λ Λ T W Λ Λ Λ Λ Λ W Λ Λ Λ W Λ Λ Λ W Λ Λ Λ W Λ Λ W Λ Λ Λ W W Λ Λ W Λ Λ W Λ Λ Λ W Λ Λ Λ Λ W Λ Λ Λ 382 Λ Λ W Λ Λ Λ Λ Λ W Λ Λ Λ Tax rty Lin Prop Λ Λ Λ Λ W Λ Λ W Λ Λ STREET TREE, (TYP.) Λ Λ W Λ Λ Λ Λ are Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ W L Λ Λ Λ e Λ o Λ Λ Λ Λ Λ W Λ Λ t 7 a es Betw Λ W not d Tax L en Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ W Λ Λ Λ Λ Λ Λ Λ W Λ C Λ Λ n Λ Λ Λ MULCHED W Λ o Λ 0.00 W Λ 20.0 Λ Λ Λ Λ n UPo Λ E ISLAND Λ W Λ tigu t 8 STABILIZED TURF ENU Λ Λ Λ Λ 0' Λ : 0+0 Λ Λ (TYP.) W W le Λ Λ Λ Λ ous Λ Λ E AV W o Λ e Λ Λ Begin Λ Λ W Λ 74.96 Λ Λ THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY YETT W Λ Λ Λ CONCRETE W PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. Λ Λ 1+0 Λ 0 W 1-800-962-7962 OR 811 Λ Λ SIDEWALK PI: 0+ Λ Λ LAFA W Λ Λ Λ W Λ S Λ ton W Λ Λ Λ W Λ e MULCHED Λ W X W Wa Λ ISLAND Λ W ORNAMENTAL TREE (TYP.) Λ X W W (TYP.) ll W W W W Λ W 0+ 00 W X Λ W 385.26 TC W W W W Λ 384.76 BC W W Λ W 0 385.66 TC W 1+0 W W NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED Λ W 385.16 BC W W BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT Λ DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE W W ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND Λ SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER W W WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. Λ W Ston Λ WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED W eW MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL LAWN Λ DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF Stone all EVERGREEN ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS Λ SHOWN BY THESE DRAWINGS. UPo TREE (TYP.) W Λ LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW Wall le YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS Λ C DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION onc Λ 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. W Pad rete Λ EXISTING TREE LINE TO REMAIN Copyright DTS Provident Design Engineering, LLP 2025 MOD W SHADE TREE (TYP.) NATIVE WOODLAND All rights reserved. RESTORATION MIX NOT FOR CONSTRUCTION W UPo le W UPole 0 2+0 UPole 1 01/21/2026 SITE PLAN APPLICATION W Post Ligh UPole PI: 2 UPole +05 .9 UPo t UPo 7 UPo U UPo Pole 9 W le .0 le +33 le le PI: 2 W ER 100.00' BUFF UPo UPo le ENTRY ROAD le W UPole UPole .39 W Con Ston + 75 I: 2 Aspha P cret UPole Walle 0 Sign e Pa 0+0 W lt D UPole rive d Be Ston eM aso W gin UPo nry AD le Ret MOD 3+0 : 0+ RO inin a D 02 gW ON Con 0 all MP E 35/2 00. c. 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