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HomeMy WebLinkAboutEngineeering Services Annex ELIZABETH A.NEVILLE,MMC F04' G Town Hall,53095 Main Road TOWN CLERK �� �� P.O.Box 1179 coo : Southold,New York 11971 REGISTRAR OF VITAL STATISTICS 0 Fax(631)765-6145 MARRIAGE OFFICER ,y o`. Telephone(631)765-1800 RECORDS MANAGEMENT OFFICER 0,� �`� www.southoldtownny.gov FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD February 19, 2019 H2M Architects +Engineers 737 Roanoke Avenue Riverhead,NY 11901 Dear Sirs: At the regular Town Board meeting held on February 12, 2019, the Town Board accepted the bid of L.K. McLean Associates, P.C. for engineering services for the Town Hall Annex. A certified copy of the resolution is enclosed. Thank you for your bid. Very truly yours,, Lynda M Rudder Deputy Town Clerk Ens. ELIZABETH A.NEVILLE,MMC ®`�§uFF®cIrC®� Town Hall 53095 Main Road TOWN CLERK a� �� P.O.Box 1179 cm Southold,New York 11971 REGISTRAR OF VITAL STATISTICS 0 Fax(631)765-6145 MARRIAGE OFFICER - ®�. Telephone(631)765-1800 RECORDS MANAGEMENT OFFICER www.southoldtownny.gov FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD February 19, 2019 LK McLean Associates, PC 437 South Country Road Brookhaven,NY 11719 Dear Sirs: Congratulations. At the regular Town Board meeting held on February 12, 2019, the Town Board accepted the bid of L.K. McLean Associates, P.C. for engineering services for the Town Hall Annex. A certified copy of the resolution is enclosed. Thank you for your bid. Very truly your Lynda M Rudder Deputy Town Clerk Ens. Southold Town Board - Letter Board Meeting of February 12, 2019 RESOLUTION 2019-164 Item# 5.22 ADOPTED DOC ID: 14947 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 2019-164 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON FEBRUARY 12, 2019: RESOLVED that the Town Board of the Town of Southold hereby authorizes Scott A. Russell to enter into a professional services contract with L.K. McLean Associates, P.C., for architectural & engineering services associated with improvements to the Southold Town Hall Annex, at a cost not to exceed $218,900, all in accordance with the Town Attorney. fl Elizabeth A. Neville Southold Town Clerk RESULT: ADOPTED [UNANIMOUS] MOVER: James Dinizio Jr, Councilman SECONDER:Jill Doherty, Councilwoman AYES: Dinizio Jr, Ruland, Doherty, Ghosio, Evans, Russell Generated February 13, 2019 Page 32 RECEIVED PROPOSAL FEB - 7 201 for Southold'Town clerk ' PROFESSIONAL ARCHITECTURAL AND ENGINEERING SERVICES FOR IMPROVEMENTS TO THE SOUTHOLD TOWN HALL ANNEX Prepared for: ti TOWN OF SOUTHOLD 53095 MAIN ROAD SOUTHOLD, NY 11971 LKAIA L.K. McLEAN ASSOCIATES, P.C. FEBRUARY 2019 Consulting Engineers In association with NELSON & POPE Engineers & Surveyors TABLE OF CONTENTS Title Page SECTION 1.0 Project Understanding &Approach 1.1 Project Understanding 1.2 Project Approach SECTION 2.0 Project Staffing &Organization 2.1 Key Personnel SECTION 3.0 Relevant Project Experience 3.1 Client References SECTION 4.0 Cost Proposal 4.1 Technical Assumptions SECTION 1.0 PROJECT UNDERSTANDING &APPROACH 1.1 Project Understanding LKMA understands the Town of Southold Engineering Department is seeking professional services relative to the evaluation, design and renovation of the former Capital One Bank building located at 54375 Route 25, Southold. The intension is to convert the original bank space located on the south side of the building, including the basement level, into a code compliant courtroom facility to house the Southold Town Justice Court. The program includes the former Capital One 'Bank building (Southold Savings), the detached garage located to the north west of the bank building and the parking area located on the same tax parcel as the main building. The automated bank teller building will be included within the environmental testing and report under the base scope of work but not within the renovation process unless it is determined that building support systems are found to be in conflict with the proposed renovations to the main building, detached garage and main parking lot. The program includes the examination of all architectural & structural elements including but not limited to mechanical, electrical, heating, ventilation, air conditioning and sanitary systems within the first and second level of the former Capital One Bank building. Within Addendum #1 issued January 28, 2019, considerations within the basement level of the entire Town Hall Annex (existing Town Hall offices and Capital One Bank) were included within the scope of work. These considerations ;are specific to code compliancy, environmental investigations, architectural assemblies and finishes, mechanical, electrical and plumbing systems. Additional factors to be included for the entire Town Hall Annex are the provisions for a new phone system and building security. 1.2 Project Approach The project team includes L.K.McLean Associates, P.C. providing program development, code analysis and compliancy requirements, Civil / Site Engineering, Architectural / Structural and Interior design. To maintain professional consistency to the Town of Southold Engineering Department, LKMA has included the firm of Nelson & Pope to assist with code analysis and compliancy in addition to Mechanical / Electrical / Plumbing Engineering. Each firm has extensive experience providing professional services required within complex building renovation projects for municipal and private clients. Key team members attended the walk through on January 24, 2019 and received the addendum issued January 28, 2019. Each firm is familiar with the site, building and it's systems from our initial visit on April 10, 2018 prior to preparing the Evaluation Report as referred in the RFP. The RFP's scope of work and the Addendum #1 developed by the Town's Engineering Department established the goals and desires setting objectives for a formal plan and engineered construction documents. Our responsibility is to achieve the goals and needs of the Town within budget and within the proposed schedule. SCHEMATIC DESIGN PHASE: The project team will begin the project initiating multiple tasks simultaneously. r Team members will perform due. diligence investigations of the building to field verify any available plans that the Town can provided for reference. The result of these investigations will provide the Team to produce scaled floor plans in CAD to use as the foundation of our files originating from the schematic design phase through the construction document phase. • Team members will initiate code review within the Town of Southold, SCDHS, IBC 2015 building code, ADA requirements and NYS Office of Court Administration. • Environmental testing will be scheduled with an independent agency to include the entire Town Hall Annex, the detached garage and the automated bank teller building. Environmental sampling and identification of asbestos containing materials are included within the scope of work. The Team understands that any engineering services associated with the encapsulation or removal of asbestos containing materials are outside the scope of this RFP and will done by others. • Schedule LKMA's in-house survey department to prepare a topographic survey for the site. The survey department will arrange for the mark-out of subsurface utilities prior to sending the survey crew to the site. The topographic survey will include spot grades with one-foot contours and sub-surface utilities that could need relocation and / or protection during the construction phase of the project. • Team members will meet with selected members of the Town of Southold Engineering Department and representatives of the Southold Town Court to review the initial intent of the draft schematic floor plan included within the RFP and the requirements of the codes and standards governing the project. The objective of the team is to review the scope of work within the RFP in detail to establish design parameters and latitude the Team will require prior to initiating the Design Development phase of the project. DESIGN DEVELOPMENT PHASE: Design development expands the information identified within the schematic design phase, refining project goal to finalize project size, aesthetics, major components and details, materials and building systems and construction cost. The project team will prepare developed site plan, floor plans and building sections. Scaled floor plans will indicate the size and locations of all interior rooms, intended use, square footages and overall building dimensions. Building sections will indicate proposed ceiling heights and overall building height. Building sections will also indicate proposed construction type, floor-to-floor clearances, mechanical, electrical, and plumbing systems and preliminary selection of interior finishes. Utilizing the topographic survey the site engineering will initiate preparing a demolition plan that identifies the location of existing sanitary systems that need to be removed. The design of a new sanitary system will be identified conforming to the requirements of SCDHS. The site plan will detail the dimensions and locations of all proposed work including pedestrian access to and from the building entrances as required including parking. Parking and path of travel will conform to ADA and engineering standards. As the Design Development Phase progresses, reviewed and refined by the project team preliminary construction costs estimates including site, building and building support systems will be prepared for review by the Town within planning workshops. The project team anticipates a minimum of three (3) planning workshops with representatives of the Town to review and refine the Design Development documents. CONSTRUCTION DOCUMENT PHASE: Construction Documents are the detailed drawings and technical specifications that are collectively developed by the project team for competitive bidding of four (4) prime contractors and construction of the project. Construction Documents shall establish in specific detail the requirements for site and building construction, building systems and quality of materials required for completing the project within a construction schedule. Included within the construction documents will be the final design of all site renovations and additions developed within the Design Development Phase. Contract Documents will include a demolition plan that identifies the location of the existing sanitary system that will be removed, the new sanitary system pre-approved by the SCDHS, construction details for drainage, concrete aprons, concrete ramps, concrete stairs, concrete sidewalks, restoration of pavement areas and other site-related features needed or required. The construction documents will include plans and details well above the informational drawings listed within the RFP. The project team will include within the construction drawings a separate Construction Implementation Plan (CIP) that identifies the impact of the project on site. The CIP anticipates scheduled work, construction phasing, contractor's staging areas, pedestrian circulation and employee/public and contractor parking areas. The project team anticipates a minimum of three (3) presentations of the construction documents, including estimated construction costs and construction schedule, to representatives of the Town at 30%; 60% and 90% complete. Upon completion of the 100% construction documents, the project team will provide one (1) set of signed and sealed documents and CADD files for the Towns records. BIDDING PHASE: The project team will support the Town of Southold within the bidding phase of the project by: • Providing reproductions of contract documents to the Town for solicitation of public bid. • Responding to bidders RFI's submitted to the Town during the bidding process. • Schedule and attend a pre-bid walkthrough by potential bidders of the site and buildings prior to bids. • Preparation and distribution of addendums required prior to bid. • Attend the public bid opening and record bids received. • Provide a detailed review of apparent low bid contractors and their qualifications. • Provide a detailed bid tabulation review. • After contractors review, provide a letter of recommendation for award of contract to the Town for the four (4) prime contractors. • Assist the signing of conform contracts with the Town Attorney. CONSTRUCTION ADMINISTRATION PHASE: Some consider this phase of the process as being the most important of all. Basic construction support services are required by the project team and the Town to realize a successful project. The construction phase of the project introduces four (4) new independent entities that do not have the benefit of the previous phases. During the bid phase they possibly get a quick glance at the existing conditions but rely solely on the documents prepared by the project team. The key to a successful construction phase is communication between all parties involved' at all times. The project team will provide support services within the construction phase listed within the RFP. Services include but are not limited to: • Schedule and attend a pre-construction conference with the prime contractors and representatives of the Town. This is the first time that all parties will be sitting around a table. The pre-construction conference discusses in detail the procedures during construction, schedule and logistics of working within and around an occupied building, emergency contacts and communications. Minuets of the pre-construction conference and all meetings forward will be prepared and distributed to all parties involved by an appointed member of the project team. • Receive and log all RFI's submitted by a prime contractor. RFI's are to be reviewed and returned to all. • Shop drawings and other contractor's submittals will be received and logged into a master list conforming to schedule. Shop drawings will be reviewed and returned stamped noting the level of acceptability. • A representative of the project team will be assigned to attend scheduled bi-weekly progress meeting on site to assess and monitor the progress and quality of the work, identify and resolve problems and to project upcoming work. The project team representative will prepare meeting minuets and distribute to all. • The project team will receive prime contractors pencil requisitions, review and return to each contractor with comments indicating acceptability. Contractor shall submit an original payment requisition that includes all items required by the Town to the project team representative for approval. Approved requisition will be forwarded to the Town with a cover letter recommending payment to the contractor. • General responsibilities by the project team during construction will advise the Town as to the acceptability of prime contractors and their sub's, materials, equipment and proposed substitutions in addition to issuing instructions to the contractors on behalf of the Town. The project team will coordinate with the prime contractor and the Town required inspections by the Southold Town Building Department and governing agencies. The project team will act on the Town's behalf on interpretations and coordination during construction. • Upon substantial completion, the project team representative will conduct a field inspection of the work, prepare a list of incomplete and / or unacceptable work, (punch- list) and distribute to all prime contractors. • Upon completion of the work, the project team representative will conduct a final field inspection to confirm all work is completed and acceptable. CONSTRUCTION OBSERVATION PHASE: It appears that the tasks described within the RFP will be services additional to the basic construction administration phase described above. The project team can provide the additional on-site representation within a five (5) day workweek including additional written and photographed documentation of construction progress. If the Town selects to include additional construction observation services of any kind, compensation will be based on the pre-approved rate schedule included within Task 6 within this response. SECTION 2.0 PROJECT STAFFING &ORGANIZATION Key staff selected for production of this project have years of combined experience. They were selected for their developed experience working on various renovation projects within LKMA and N&P in addition to their professionalism working as a team together. Each member of the project team provides expertise of their own contributing to each phase of the project. Key staff assigned to the project are included in all forms of communication within the office at all times. Our Project Manager will be accessible to the town representative appointed to the project 24 hours a day, 7 days a week. 2.1 Key Personnel Our Organization Chart and resumes of key personnel may be found following this section. L.K. McLean Associates, P.C. IMPROVEMENTS TO TOWN HALL ANNEX o�oS�fFoe,�co Gy2 o - «+ x TOWN OF SOUTHOLD PROJECT OFFICER PROJECT MANAGER RAYMOND DiBIASE, P.E., P.T.O.E.Tm CHISTOPHER DWYER QUALITY CONTROL PROJECT ARCHITECT GIL ANDERSON, P.E. JOSEPH CATROPA,AIA ARCHITECTURAL DESIGN SITE CIVIL DESIGN SURVEY &MAPPING JOSEPH CATROPA,AIA JAMES PETERMAN, PE MECHANICALIELECTRICAL/ DAN JEDLICKA, P.L.S. CHRISTIAN ROJAS,Assoc AIA MATTHEW FRASCINELLA PLUMBING TAMARA STILLMAN, P.L.S. SHARON SMALDONE BRENDAN CLINCH JOSEPH PERROTTA, PE MATTHEW DIBIASE, EIT ASBESTOS I PERMITTING ANDREW SPEISER CONSTRUCTION INSPECTION KEVIN QUINN SUPPORT STAFF AND TEAM RESOURCES CIVIL ENGINEERS CONSTRUCTION ENGINEERS TRANSPORTATION PLANNERS &ENGINEERS CADD PERSONNEL ARCHITECTS SITE PLANNERS LKARA r' UI&A CHRISTOPHER DwYER Associate Mr. Dwyer has over twenty-five years of diversified design and construction Education experience with a specialty in roadway, solid waste, building and park facilities. Mr. BS,SUNY Stony Brook,1991 Dwyer has significant experience in the design and construction of a wide variety of projects.These include active and passive park settings as well as waterfront facilities Professional Training on the Long Island Sound and Great South Bay. He is fully experienced with the ' OSHA HAZWOPER Training,2009 planning, permitting, design and construction monitoring of these types of projects OSHA HAZWOPER in accordance with Federal, State and local regulations. Mr. Dwyer also has a well Confined Space Training,2009 deserved reputation as a "hands-on" manager who has a knack for problem OSHA HAZWOPER resolution and getting things done successfully on time and within budget. Mr. Construction Safety Training, 2005 Dwyer has successfully managed "On-Call" agreements and brings an informed perspective to this project. Representative parks experience of Mr. Dwyer includes t: the following projects: CR 80 Streetscape, Main Street, Center Moriches, Town of Brookhaven: The project spans almost a mile and included the demolition/reconstruction of the roadway and curbing in front of dozens of businesses, a shopping center, fire house and an elementary school. The project also included the installation of streetscape +;s improvements including architectural lighting, decorative sidewalk and street furniture. Kevin played a critical role in community outreach between the Town, i' Suffolk County, community and the school district. Equally important was MPT and his ability to maintain access to the various businesses as well as the Fire Dept. during construction. :i f++; Peconic Ave, Medford, Town of Brookhaven: Roadway improvements involving curb, drainage and pavement reconstruction and overlay on a heavily travelled ,r section of an industrial/commercial roadway. Project included installation of two recharge basins along with significant Work Zone traffic control, pavement markings and signs. Ducky Lane Drainage Improvements, Town of Brookhaven — Design, permitting and construction monitoring of drainage installations and a road raising project located in Mastic Beach. Ducky Lane is a low-lying road situated near Pattersquash Creek that historically flooded during moderate to heavy rain events. As project manager, Mr. Dwyer was responsible for obtaining a freshwater wetland permit from the NYSDEC and Town of Brookhaven Department of Environmental Protection for the drainage improvements made to the Town roadway. The project was bid on time within budget by D.F. Stone and was constructed on schedule and below the contract amount. Restoration of the driveways affected by the construction project was an important part of the project's success. The roadway and residents of Ducky Lane no longer experience a flooding condition during heavy rain events as a result of the road raising and storm-water collectors Overlook Drive Storm-water Management Project, Town of Brookhaven — Design, permitting and construction monitoring of drainage collectors, storm-water treatment system and the replacement of an existing outfall pipe into the Forge River in Mastic. The project was part of an initiative by the Highway Department and `i other organizations to clean the storm-water that directly discharges into the Forge River. As project manager, Mr. Dwyer was responsible for obtaining a tidal wetlands i'` permit from the NYSDEC, Department of State and Town of Brookhaven Department , LKAIA CHRISTOPHER DVUI�ER Associate of Environmental Protection for the drainage improvements made to the existing outfall pipe and end section. The project was bid on time within budget by G&M Earthmoving and was constructed on schedule and below the contract amount. The project was situated in a residential area and required a keen sensitivity to private property as well as maintenance and protection of residential traffic during construction. Riverhead Road Drainage Improvements Project (2006), Town of Brookhaven— Design, permitting and construction monitoring of a storm-water treatment structure (Vortech), new bulkhead, new outfall pipe, drainage piping, asphalt pavement restoration, timber guidrail, fencing and native vegetation restoration (beach grass). The project was part of an initiative by the Highway Department and ;t other organizations to clean the storm-water that directly discharges into the Long Island Sound. As project manager, Mr. Dwyer was responsible for obtaining a tidal wetlands permit from the NYSDEC, Department of State and Town of Brookhaven Department of Environmental Protection for the drainage improvements made and the removal and replacement of the existing outfall pipe and rip-rap end section. The project was bid on time within budget by Terry Contracting & Materials and was constructed on schedule and below the contract amount. The project was situated in a residential area and required a keen sensitivity to private property (adjacent stairs to beach) as well as maintenance and protection of residential traffic during construction. Town of Brookhaven FEMA Reimbursement: LKMA was responsible to sufficiently detail what change to the Project Worksheet's Scope of Work (SOW), including the Hazard Mitigation Proposal (HMP). The detail included, as applicable, changes in dimensions, materials, footprint (provide map/drawing of new foot print with respect to existing); location; whether digging, structural removal, site work (i.e. tree removal), access roads was anticipated;whether work to be done was by Contract or force account (annual contract). The project also required LKMA to identify the cost attributable to the SOW change(s) including any costs that would be avoided when implemented. We include any documentation supporting the cost estimate. Our resources were required to provide justification for the change(s) including, as applicable, cost effectiveness/reasonableness;whether related to newly observed additional damages at r the time (provided short explanation why the damage was not observed during the initial inspection and why the damage was related to the disaster) or not; related to code/standards or regulatory requirements (provided reference & a copy of the referenced requirement); best engineering/construction practices(provided explanation); recommendations by engineering consultant (included documentation of the recommendation); proposed HMP (with explanation what damages were mitigated by the change); or related to a substantial increase in cost (provide documentation i.e. contract bid proposals/quotes). The project also included discussions of eligibility under the Stafford Act. Lastly, our staff was responsible to identify any regulatory timeframes and whether the work was covered by existing permits or required a new permit; amendments to any existing permits; or if application for regulatory approval was needed. Included in this assignment was any regulatory documentation received related to the change. If a change in the foot print involved a historic structure, we were expected to indicate whether State Historical Preservation Office (SHPO) had been contacted. LKARA CHRISTOPHER DWYER Associate Shore Road Stormwater Treatment Project, Town of Brookhaven — Design and permitting of a road raising, the installation of upland storm-water interceptors with filtration devices, drainage piping, asphalt restoration and a bio-filtration system to replace a deteriorated drainage outfall pipe situated on the beach along the north end of Shore Road in Setauket. Shore Road is a low-lying road situated near Setauket Harbor that historically flooded during moderate to heavy rain events. As i project manager, Mr. Dwyer was responsible for obtaining a tidal wetlands permit from the NYSDEC and Town of Brookhaven Department of Environmental Protection for the drainage improvements and treatment systems made within the Town roadway/property. Restoration of the driveways and front yards affected by the construction project was an important part of the project's design. ! Traction Boulevard Box Culvert Replacement (2009), Town of Brookhaven — Design, permitting and construction monitoring of the replacement of a box culvert situated on Traction Boulevard in North Patchogue. The project was challenged by the dependency placed upon the local residents and businesses that rely heavily upon Traction Blvd. as a main connector road between the east and west side of Canaan Lake. A significant component of the design and construction project was the maintenance and protection of both pedestrian and vehicular traffic. The project consisted of the construction of a new culvert (adjacent to the existing culvert that was removed), new timber bulkhead, weir gate, red cedar fish ladder, fencing, asphalt pavement, relocation of utilities and upland drainage installations. The existing box culvert was in a terrible state of repair when the project was designed As project manager, Mr. Dwyer was responsible for obtaining a freshwater wetland permit from the NYSDEC and Town of Brookhaven Department of Environmental Protection for the improvements made within the Town roadway. The project was bid on time and slightly over the budgeted amount by Bi-County Construction and was constructed on schedule and below the contracted amount. Maintenance and protection of traffic was an important part of the project's success. The culvert and fish ladder functions in a manner that allows for safe passage by vehicles and allows the wild life to migrate into Canaan Lake from the south side of Traction Boulevard. Roof Repairs to the Welding Garage and Maintenance Shop (2010), Town of Brookhaven— Design and construction monitoring of the removal and replacement of two (2) roofing systems at the Highway Department's Complex in Coram. The i project consisted of the removal and replacement of an asphalt roof shingle, replacement of sheathing were required, new soffits, new fascia and gutters on the brick Welding Shop while the Maintenance Shop (200x100) required the installation of a new TPO membrane roofing system, new ventilators, new gutters/leaders and the replacement of deteriorated metal roof panels where required. As project manager, Mr. Dwyer was responsible for preparing the design drawings and construction bid documents for the project. The project was bid on time and under the budgeted amount by Metropolitan Construction Corp and was constructed on schedule and below the contracted amount. Working over and around the existing highway operations was an important part of the project's success. Cedar Beach Precast Comfort Station, Town of Brookhaven — Design and construction monitoring of a new precast concrete bathroom (26'x 11.5') building at the LK&A CHRISTOPHER DVI/l(ER Associate Town's Cedar Beach Marina. The new building replaced an old deteriorated wood- frame building. The project included coordinating the demolition of the existing bathroom structure with Town Forces (Dept. of Waste Management) and the installation of a new electric service and water hookup. The electric and mechanical work was performed by the Department's annual contracts. Although the existing sanitary system was used,a new waste line and trap was installed with the new building. Stony Brook Boat Ramp Improvements, Town of Brookhaven — Permitting and design services provided for a new floating dock boat launching ramp system in Stony Brook. The assignment included the design of a custom floating dock system to meet the irregular east wall and existing dock system located along Porpoise Channel. New jet-driven posts were proposed along the east wall of the boat ramp to affix the new custom built floating dock sections. Drastic tidal elevation changes normally associated with North Shore waterways required the secured dock system to move up and down freely with the tide changes. Lions Field Improvements, East Hampton - Construction Monitoring for improvements on two sites in the Village of Montauk to provide a variety of public athletic recreational facilities. The proposed improvements occurred on public property that was part of the former Montauk State Parkway right-of-way(ROW). At Lions Field East improvements included construction of two baseball fields, basketball court, roller hockey rink, children's playground, comfort station, site lighting, irrigation system and parking lot. Development at Lions Field West included a soccer/football field, irrigation system, comfort station and parking lot. ($750,000; 1996) Transfer Station Rehabilitation and Expansion, Town of Brookhaven - Provided construction monitoring and certification services for the construction of a 17,000 SF addition to the Town of Brookhaven's existing Municipal Solid Waste (MSW)Transfer Station Building. The project involved erection of a 90' x 190' clear span, for a metal building designated to handle the transfer of over 1000 tons of MSW per day. A climate controlled office/break room was provided with bathroom facilities. Over 4500 tons of asphalt and 200 linear feet of 12' high pre-cast concrete pushwall were installed. Landfill Weigh Scale and Scalehouse, Town of Brookhaven- Provided construction monitoring of 2,000 SF concrete block and steel building scale monitoring stations, offices, and break room area. The scalehouse includes reflective glazing, full video surveillance systems integrated into the invoice software and monitoring personnel, radiation detection system, computerized billing, pneumatic dispatch systems, motorized server drawers and an emergency generator. An information booth including similar amenities was also constructed. Montauk Landfill Capping, Town of East Hampton: Construction of capping and closure plans/specifications for a 16-acre Landfill in accordance with 6 NYCRR Part 360 regulations. Project involved extensive waste contouring (excavation and fill) construction of common fill layer, gas venting soil layer, liner installation, geocomposite, subdrainage system, drainage facilities, landscaping (erosion control mat and jute mesh installation). Responsible for project certification and report, CHRISTOPHER DWYER L11AA Associate record drawings and QA/QC documents ($4,300,000; 2000; Project Manager/Design ` Engineer) - Landfill Cell 5, Phase A Capping, Town of Brookhaven: Design and construction of a capping plan for a 16-acre portion of the landfill in accordance with NYSDEC Part 360 requirements. Projects involved design of gas venting and collection layer on select granular material, liner installation, geosynthetic, drainage, geocomposite i; subdrain system, landscaping, erosion control and access/haul roads. Composite cap design included geomembrane and geocomposite layers. Responsible for coordination of Town forces and contractor efforts as well as preparation of Certification Report. ($3.5M; 2003; Project Manager) t. Landfill Cell 5, Phase B Capping,Town of Brookhaven: Design and Construction monitoring for cap closure construction of the 10 acre area of ii•' the Town of Brookhaven's Cell 5 (west side)that contained construction and demolition debris. Services for this project included field inspection, QA/QC monitoring, soil testing (e.g. nuclear density, interface friction), destructive and non-destructive testing of the liner system, and certification in accordance with New York State Department of Environmental Conservation Part 360 Regulations. Construction included excavation of waste, consolidating waste material, shaping subsurface waste material to the proposed grades, common fill soil layer, soil filter layer, gas venting soil layer, gas vent piping, 40 mil LLDPE geomembrane liner, geocomposite drain layer, barrier protection soils, ,! erosion control fabric on side slopes, erosion control mat in drainage swales, Reno baskets filled with angular rip-rap at the down chutes, inlet structures for collection of stormwater with piping to the recharge basin and 6" layer of topsoil with seed. x r� f, t h i; JOSEPH M. CATROPA, AIA LKARA Senior Architect Mr.Catropa has over 41 years of in depth experience within the architectural, engineering c and construction professions. His project experience includes municipal, commercial, Education industrial, educational, and healthcare facilities, including related structural, , BS,Architectural Technology, mechanical and civil responsibilities; design-build construction services; historical NYIT,1977 preservation;and single and multi-family residential development. Registrations Within commercial, educational,and municipal architecture, his responsibilities required AIA New York,1992 abroad spectrum of diversified duties on a daily basis: • Implement client's program,with attention to budget and schedule ly • Conduct organizational meetings with staff, professional associates, peers, "E Professional Societies contractors, manufacturers and suppliers ` American Institute of Architects • Conduct periodic meetings with key personnel to review procedures to maintain efficiency and develop effective relationships by open communication • Liaison between Federal, State,and local municipalities • All legal aspects of the project, including construction bid review and analysis, recommendations,preparation of contract and related legal issues • Develop correspondence for internal and external communication regarding projects'status ® Representation at public hearings required by client and or governing agencies • Finalizing project with regard to financial and legal requirements Representative projects include: Windswept, Inc. Village of Ocean Beach, N.Y.:As a result of Super Storm Sandy the Village owned building and property was seriously damaged by water intrusion, wind and debris. The rehabilitation and restoration of the facility needed to be coordinated Y,. with FEMA and the Village of Ocean Beach planning and zoning codes governed by high seasonal occupancy. Construction is defined within two (2) separate phases within a multi-year construction cycle scheduled for out of season occupancy.The initial scope Y of work includes selective demolition, lifting and moving the existing three story wood frame structure, installation of new woof pile foundation and resetting the structure onto the new foundation. Upon completing this scope exterior decking, stairs and handicapped ramps will be installed. The scope of work included within the second phase includes the finishing of the interior and exterior of the structure, including new full service emergency generator, mechanical, electrical and plumbing,all conforming to the current Building Code of New York State. Town Hall Campus, Town of East Hampton: The Town of East Hampton had a longstanding interest to bring all of the town offices onto one central campus in order to make it more efficient for residences and visitors to access town departments and officials. The new Town Hall Campus would provide a new and improved campus environment and a new building that would consolidate critical town departments.The improved site would expand parking, and include new lighting and landscaping. The new building was to be constructed within the site that the original town hall was built within the early 60's which has been vacant for some time. The design of the new building was required to complement the award winning structures currently on site and not compete with their unique architectural imagery. The final design linked three potato barns connected by atriums of aluminum and glass The 12,000 square-foot JOSEPH M. CATROPA, AIA LIUKA Senior Architect budding was designed with an "open office plan" that accommodates current and future town needs and provides complete flexibility with an "open office furniture system" based on unique needs or methodologies of the different departments. Addressing the concern about privacy within an open office environment LKMA included within the design that the interior spaces would employ sound masking,which uses specially tuned ambient background noise that targets the same frequency as human speech, reducing its intelligibility. The three barns forming the new building would have the maximum amount of solar panels on the roof areas facing south. The cost of the project is estimated to be$8.5 million dollars. Mastic Beach Ambulance Building: The LKMA architectural and engineering team designed the new 18,000 square foot building based on input from the ambulance company leadership and volunteers.The design focuses on the safety and comfort of the personal and the public and conforms to the recently adopted International Building Codes of New York State. The new facility will allow the ambulance company to expand their interactions with the public and become a hub for public safety within the community. The new headquarters is constructed with a steel frame structure and steel studs following residential construction that reduced construction cost. Both the architectural design elements and exterior materials reflect the residential character of the neighborhood. By design only noncombustible materials were specified. The facility was designed to conform to the efficiency guidelines similar to the LEED system.The entire site and facility are fully accessible and ADA compliant. Ocean Beach Ferry Terminal: In late October 2012 Super Storm Sandy virtually destroyed the ferry terminal and basin located within the Village of Ocean Beach.The original structure was one story, wood framed located five feet off the wall of the wood bulkhead. With over 500,000 visitors coming to the Village each year the urgency to reconstruct was a priority. LKMA was awarded the multi-phase redevelopment of the entire ferry basin and the ferry terminal that included site survey, marine engineering, site and civil engineering, architectural development, preparation of construction documents and support through all phases of construction.The designs were required to conform to all governing agencies in addition to FEMA for reimbursement. Exterior Masonry Restoration, City Hall, City of Long Beach: LKMA designed and detailed selective masonry restoration scheduled for the City Hall of Long Beach. Originally constructed within the late 1950's the original masonry facade and soffits, exposed to many years of extreme weather, were found to be failing. LKMA conducted extensive field surveys prior to the design and preparation of the construction documents utilized for competitive bidding and award. LKMA complemented the construction phase of the project providing construction inspection and monitoring at key stages of restoration. JOSEPH M. CATROPA, AIA .: LK&A Senior Architect Quogue Elementary School, Quogue, New York: Exterior window and door replacement to the original 1938 school building conforming to historic architectural detailing,window types, security, current building code and energy requirements. Projects of Historical Significance: • Carnegie Library,Village of Patchogue, NY • Davis Homestead,Coram, NY • Swezey-Avey House,Yapank, NY • Mott House,Coram, NY • The Cottages at West Meadow Beach,Town of Brookhaven • The Nathaniel Conklin House,Village of Babylon, NY Village Historical Building,Village of Babylon, NY Village Hall,Village of Babylon, NY Educational Projects: IS 52, Manhattan, New York: Renovation / modernization of a five-story, 120,000 square foot urban school building for the School Construction Authority. Due to the educational needs within the community the complete program, site analysis, design and construction were required to be completed within one year. (1980) Southold Union Free School District, Southold, New York: District-wide analysis of current and projected space requirements for the design and construction of a new elementary school and major renovations and additions to existing school facilities. The final analysis and designs were utilized for a successful public bond referendum for implementation and construction. (1981) South Country Central School District, Patchogue, New York: Provided r Construction Management services for a district wide bonded multi-year capital improvement project program; met client's requirements to successfully produce a functionally and financially viable projects through conclusion. Responsibilities included budgeting / estimating, scheduling, preparation of bid documents and contracts, analysis and recommendations of construction bids to the Board of Education. Throughout construction daily responsibilities included implementation of various operations through proper coordination and control of planning, design, staffing, contracting and construction. Daily monitor and documentation of all construction activity within the District. Coordination with District's attorney prior to execution of all contracts and change orders due to revisions of the scope of work. (2008—2011) Wainscott Common School District, Wainscott, New York: District wide spacial analysis and recommendation for the replacement of one of New York States remaining one room school house built in 1938. The final design was utilized within a successful public bond referendum that resulted in the construction of the replacement school while retaining the original school building for future use. The r new school satisfies the district's current and projected requirements that provides t: modern technology and ample spacial needs conducive for a proper educational environment. (2007) JOSEPH M. CATROPA, AIA "CA,®®, Senior - �„ Senio Architect t. 4 West Babylon Senior High School, West Babylon Union Free School District West Babylon, New York: Alteration / addition to the existing High School i auditorium to provide a performance center for District and community use. The project was constructed during the school year so critical daily coordination was a priority between Architect, Construction Manager and District personal to complete ;5 the project on time and within budget. The performance center has a seating capacity of 945 and state of the art lighting and sound systems. The scope of work also included construction of a fitness center, a whole-school emergency generator, site and field improvements. (2007) New Beach Pavilion, Islip Beach, Town of Islip: Due to the destruction caused by Superstorm Sandy to the original beach pavilion and site the town of Islip needed to reconstruct the site and replace the pavilion by the 2013 summer season. LKMA expedited the design process and prepared contract documents in strict conformance ;f to the codes and requirements of governing agencies. To expedite the construction schedules LKMA selected a modular pre-cast concrete structure with pile foundations. Once the mods were in place and secured the roof structure was built in the field. The Town of Islip opened the beach and the pavilion early within the month of July,2013. i Commercial and Municipal Projects: Long Island MacArthur Airport,Islip, NY ,> New 15,000 SF snow removal equipment building fi Riverhead Toyota, Riverhead, NY ,t Additions and renovations i- ;, Village of Nissequogue Fire Department, Nissequogue, NY Interior renovations Pinnacle Properties, Ronkonkoma, NY .rl w New building g., PABCO Construction Corp., Farmingville, NY New corporate offices I, Village of Amityville,Amityville, NY New 8,000 SF maintenance building Dunkin Donuts,Sutphin Boulevard,Queens, NY i4 I' East Hampton Landfill, Springs Fireplace Road, East Hampton, NY 4j. Whitmore's Hardscrabble, East Hampton, NY New 11,000 SF office and warehouse Metal Crafters, Ronkonkoma, NY New 47,000 SF office and warehouse = 5, JOSEPH M. CATROPA, AIA 4 L11AA I. Senior Architect j Village of Sag Harbor,Sag Harbor, NY 4" Havens Beach Comfort Station t Past Educational Projects: South Country Central School District, Patchogue, NY (2011) Wainscot Elementary School,Wainscot, NY New school building(2007) >I Quogue Elementary School, Quogue, NY J Window and door replacement, interior renovations to school (2006) Y. �I West Babylon Senior High School,West Babylon, NY Additions and renovations(2007) I 4k Joseph Barry Career&Technical Educational Center for Nassau BOCES,Westbury, NY Additional and renovations(2004) Nassau County BOCES Administrative Center Interior renovations(2005) :i v i ^i IFS eta .I �i r i' n" I GILBERT A. ANDERSON, P.E. LIKARA Quality Control Q Y Mr.Anderson has over 35 years of extensive experience in Public Works, including 20 Education A5,SUNY Farmingdale years in the management and administration of public works programs. He possesses strong and diversified expertise in planning, designing and delivery of multi- disciplinary capital improvement programs for highways, sanitary facilities, building Registrations PE,New York,1994 facilities,transportation,utility and other infrastructure systems. Gil is a proven leader with demonstrated track record of building consensus and leading effective cross- functional, multisite teams; driving change initiatives, implementing cost effective strategies and ensuring that all project deliverables are achieved with regards to }; safety, quality, program and cost. Commissioner, Suffolk County Department of Public Works (2006-2018): Managed a department of over 650 employees which included development and oversight of an approximately $100 million Annual Capital Program as well as a $245 million operations budget. Experience includes oversight, direct and indirect of: 4 • Highway Engineering, Maintenance and Construction of 450+ miles (2,041 lane miles) of County Highways. Work encompassed reconstruction and repaving programs of the County Highways including Storm Water Drainage Systems,Traffic Signals, Signage and Guide Rail; • Bridges and Structures Engineering, Maintenance and Construction (+70 Fixed Bridges,4 Movable Bridges, 57 Spillways, 31 Bulkheads, Various Docks, Marinas and Jetties; as well as 194 Culverts; • Waterways Engineering and Maintenance comprising an annual program of waterway maintenance for safe navigation (dredging) as well as securing the requisite regulatory permitting and authorization for approximately 300 Waterways (Rivers, Harbors, Channels, Creeks, etc.). Chaired the Dredge r` Project Screening Committee for Suffolk County and was a regular member of the Stony Brook Harbor Task Force. • Sanitation System Engineering, Maintenance and Capital Program for over 26 tit sewer districts and waste water treatment facilities, including 40MGD Treatment Facility (WWTF) at SWSD 3, as well as +1,250 miles of Sanitary ;, Sewers, 102 pump stations all under the jurisdiction of Suffolk County. Oversaw the expansion of SWSD 3 from 31MGD to 41MGD, reconstruction of various internal facilities within the WWTF for SWSD3;replacement of a 3 mile portion of the Outfall Pipe serving SWSD 3 under the Great South Bay;as well as efforts to expand sanitary sewers throughout Suffolk County including within SWSD 3 in North Babylon(Carll's River),Great River(Connetquot River); Mastic (Forge River), Sayville, Oakdale, Brentwood, Central Islip and creation of expanded or new separate districts in Smithtown, Kings Park, Ronkonkoma and Huntington Station. Duties included Chairman of the Suffolk County Sewer Agency. Additional responsibilities included the Industrial Waste Unit, r' monitoring discharges to the various County Sewer Districts. • Fire Island to Moriches Inlet (FIMI) Project;Acted as County Project Manager for the United States Army Corps of Engineers (USACOE) FIMI project, whereby the beach and dune system along the Atlantic Ocean from Robert Moses\ State Park through Smith Point County Park were restored. Project involved acquisition of +700 parcels of land, as well as relocations and demolitions of homes along this stretch of Long Island's barrier beach. Work ii L'K&i1 GILBERT A. ANDERSON, P.E. c Quality Control r; also included planning for various other coastal engineering projects that are "I part of the USACOE's Fire Island to Montauk Point Plan, including restoration of a dune system along the Downtown Montauk Commercial area. o Buildings Design, Construction and Facility Maintenance for 5,000,000+ sf of ?, County Owned Buildings and Court Facilities. Capital Program overseen t; included retrofit and reconstruction of existing facilities; Major New Construction projects included the expansion of the Yaphank County Jail, Fourth Precinct Building, Development of a New Finger Print Lab. Work included all energy related construction work, including implementation of alternative energy projects, such as photovoltaic, compressed natural gas, geothermal, and wind energies. County Fleet Services and Heavy Equipment maintenance, including acquisition, repair maintenance of over 2,700 vehicles and over 1,200 pieces 4 of equipment. Additionally, included within this jurisdiction is operation and maintenance of 20 fueling facilities; �`; • Suffolk Transit Bus Transportation System Oversight comprising a transportation system that provides over 4.6 million rides per year) • Vector Control;This division directly inspects, monitors and treats over 3,000 acres of wetland for mosquito and mosquito borne diseases such as West Nile ;? Virus, Eastern Equine Encephalitis, Zika, Malaria, Dengue and Chikungunya Under my tenure, Vector Control pursued and began Marsh Restoration projects to reduce the need for pesticide applications. Began development of a program for the study of ticks, tick-borne diseases and their impact to County Citizens. c ' Commissioner of Public Works/Executive Director of Solid Waste Management ?, Authority,Town of North Hempstead: Management and coordination of the Town Public Works and Solid Waste Departments. Duties included development, design ;f review and oversight of public works construction projects for over 600+ lane miles of Town Highways and Buildings; management of consultants; budget development, supervision of department staff including Engineering, Solid Waste and Highway Departments; oversight of street and infrastructure maintenance including Town's 1' Sidewalk District and Street Lighting District;interpretation of contracts,specifications, i, codes and regulations; site planning review; and claim review. Duties required a high level of contact and liaison with Town officials, constituents, contractors and consultants. (2002-2006) Senior Civil Engineer, Town of Smithtown Department of Engineering, Smithtown, New York: Management and supervision of municipal engineering department for the Town. Duties included scoping, development, design, and oversight of public works construction projects, management of consultant engineers and architects; departmental and capital budget development and implementation; supervision of department staff; interpretation of contracts, specifications, codes and ` regulations; site planning review; and claim review. Duties required a high level of ;{ contact and liaison with Town officials, constituents, contractors and consultants. `I (2001-2002) Deputy Commissioner of Public Works, Town of North Hempstead, New Hyde Park, NY Management and coordination of the Town Public Works Department. Duties ,}rGILBERT A. ANDERSON, P.E.L11A Quality Control included development, design review and oversight of public works construction r projects; management of consultants; budget development, supervision of department f' staff; oversight of street and infrastructure maintenance including Town's Sidewalk ' District and Street Lighting District; interpretation of contracts,specifications, codes and regulations;site planning review,and claim review.Duties required a high level of contact and liaison with Town officials,constituents,contractors and consultants. (1994-2001) Project Manager/Design Engineer, Evans & Posthauer, Civil Engineers, Hicksville, I�= NY: Design, management and coordination of engineering and technical support, including sub-consultants; and preparation of project reports, construction plans, I€r specifications,estimates and related documentation for municipal clients.Duties required high level of contact with clients in acquiring new work, preparation of proposals, cost control, billing and collection. (1993-1994) Ile, a' Project Manager/Design Engineer, Sidney B. Bowne & Son, Civil Engineers, Smithtown - Mineola, NY: Design, coordination, and preparation of varied Highway, Building and Sanitary projects for both public and private clients. Responsible for direct r client contact in obtaining new work; expediting existing projects; billing; collection; as d; well as providing full spectrum of engineering design, construction management, inspection and payment requisition review services.(1977-1994) r` off. 1� S� 'Se ,y t ?41. �=I 1� =I I JAMES PETERMAN, P.E. LIC�11®1 Senior Engineer Mr. Peterman had over 34 years of experience in the field of highway, bridge, canal, Education and bulkheading planning, budgeting, design, procurement, construction oversight B5,SUNY Buffalo and inspection for the Suffolk County Department of Public Works (SCDPW) until his Registrations retirement in January 2017. As a SCDPW employee, he advanced his way from an PE, New York,1989 entry level Engineer to the Chief Deputy Commissioner where he oversaw the daily activities of over 700 employees with a capital program averaging $250,000,000 per Professional Societies annum with an operating budget of nearly$80,000,000 per annum. Representative American Society of Civil experience includes the following: t Engineers Senior Engineer, LKMA (2017 to present): As QA/QC officer, Mr. Peterman reviews Professional Awards designs, design calculations, plans, specifications, and estimates at various stages ASCE Engineer of the Year,2011 before submissions to insure consistency, clarity, accuracy, and to insure that best design principals and construction practices are incorporated. Reviews consist of practicality of design insuring the best value is achieved while meeting the desired goals of the project,safe constructability and construction phasing with least possible impact to the public and surrounding community. All plans requiring a Professional Engineer Seal/Stamp are thoroughly reviewed and analyzed for structural integrity and that proper factors of safety are incorporated. Director of Engineering & Construction, NV5 Inc. (formerly RBA) (2017): After retirement from Suffolk County in January 2017, Mr. Peterman managed the Engineering and Construction inspection/support group for the Melville office of NV5, Inc.. Notable projects advanced in his tenure were the Parking expansion and internal roundabout at the Suffolk Community College Ammerman Campus, Parking lot 4 reconstruction of the Nassau Community College, Reconstruction of Austin Blvd., NCDPW, and coordination of design and construction staff. Suffolk County Department of Public Works (1984-2017)- Chief 1984-2017)Chief Deputy Commissioner: Supervised and directed the planning, design, construction, maintenance and repair of all projects and appurtenances under the jurisdiction of the Suffolk County Department of Public Works which included: 425 miles of roadway, 110 fixed bridges, 4 movable bridges, 194 culverts, 57 spillways, 31 bulkheads, 26 sanitary sewer districts, 370 County owned and leased buildings and facilities, Suffolk County Transportation, Fleet Services, Vector Control, Space Management, Procurement Services, Maintenance Activities, along with Accounting, Personnel and Administrative Services. Assistant to the Chief Engineer of Highways Structure Waterways: Directed all aspects of highway-and bridge construction; Prepared and coordinated Capital and Operating budgets for the division; Represented the Department at Civic and Chamber of Commerce meetings; Coordinated the activities of the Highway, Traffic, and Bridges/Waterways sections. Coordinated with County Attorney's office on legal actions, NYSDEC, NYSDOT, FHWA,Towns,Village and Elected officials. Some notable projects include: JAMES PETERMAN, P.E. r LKARA Senior Engineer • PIN 0756.14 Reconstruction of CR 67, Motor Parkway Bridge over I-495, Long Island Expressway: Bridge widening, bearing replacement, deck milling and strengthening,traffic signals, reconstruction of approaches. • PIN 0756.69 Reconstruction of CR 57, Bay Shore Road from SR 231 to SR 27 k'y • PIN 0759.71 Reconstruction of CR 11, Pulaski Road from Oakwood to Depot: Full reconstruction, full depth widening, positive drainage, signage, new signals,ADA compliant sidewalks, recharge basins, NYSDEC/DOT permits FAA AIP 3-36-0122-13 Pavement Management: Rehabilitation of Runway 6- 24 at Francis S. Gabreski Airport PIN 0759.44/45 ARRA: Pavement resurfacing of Long Island Expressway North and South Service Roads Director of Highway/Bridge Design and Construction: Coordinated, oversaw and managed the activities and assignments of all highway and bridge design staff, CAD operators, surveyors, construction inspectors, water quality staff, and computer support personnel; Field inspection and managed complaints and correspondence with all complainants attributed to construction projects; Prepared Design Reports, Environmental Assessment Forms, Project Proposals, Interface and coordinated with all necessary utility companies, Towns, Villages, Suffolk County Departments, contractors, consultants, and the general public as required. Prepared detailed 'r specifications and standards for the division as required. Notable projects include: Reconstruction of CR 39, North Service Road from SR 27 to CR 83, North Sea. Full reconstruction, widening, drainage, sidewalk, signals, striping, signage. Project alleviated long time backups at the end of Sunrise Highway to the South fork, completed under budget and on time,with incentives r • Reconstruction of the St. Andrews Bridge over CR 39, North Road. Developed methodology to replace the existing deficient 2 lane bridge over Saint Andrews Road with Precast Concrete Arches that were slid under the existing structure while in use. Saved $14,000,000 and was able to widen the bridge to facilitate the CR39 widening. Project on budget and on time { Reconstruction of CR 58, Old Country Road from I-495, LIE to CR 43, Northville Turnpike Full reconstruction,widening, drainage, sidewalk,signals,striping, signage. Project alleviated long time backups through Riverhead traveling to the.North fork, completed under budget and on time !; Rehabilitation of the Shinnecock Canal Locks, Tide Gates, Jetties and Bulkheads: ti. Removal and refurbish lock and tide gate doors, coin bearings, switches, hydraulics, i bulk heading,electronics,wiring and monitoring equipment r•, • Bridge Rehabilitation of CR 21 over LIRR, CR 97 over LIRR, CR 101 over Sunrise Highway, Smith Point Bridge- Replace/refurbish bridge bearing, remove and replace armorjoints,steel preparation and paint,bridge and approach rail replacement. • Installation of Bulkhead and Boardwalk along CR42 Shore Road,Timber Point Marina, Shinnecock Commercial Fishing Dock, Smith Point County Park, and Quogue Canal ;,. Removal and replacement of deteriorated bulkheads and boardwalk, deadmen,anchors,and railings with associated electrical components for shore power and lighting i! LKAKA CHRISTIAN R®JAS, Assoc. A.I.A. ;r Architectural Designer Mr. Rojas has a diversified background in Architecture involving architectural design, Education office planning, and construction document preparation and construction WIT 1998 administration. Mr. Rojas also has background in Project Management on design BS in Architectural Technology build and renovation projects as well as extensive Commercial / Industrial type project experience for numerous Military, Government, and Self Storage Facilities Stony Brook University 2016 installations. Numerous past Bio/Pharmaceutical experience with Stantec. Project Management, PMP Certificate ;i Representative projects include: Professions!Societies Mastic Beach Ambulance Building: American Institute of Architects The LKMA architectural and engineering team designed the new 18,000 square foot Associate AIA,2001 building based on input from the ambulance company leadership and volunteers. The design focuses on the safety and comfort of the personal and the public and s conforms to the recently adopted International Building Codes of New York State. The new facility will allow the ambulance company to expand their interactions with the public and become a hub for public safety within the community. ;> The new headquarters is constructed with a steel frame structure and steel studs following residential construction that reduced construction cost. Both the architectural design elements and exterior materials reflect the residential character of the neighborhood. By design only noncombustible materials were specified. The facility was designed to conform to the efficiency guidelines similar to the LEED system.The entire site and facility are fully accessible and ADA compliant. Ocean Beach Ferry Terminal: In late October 2012 Super Storm Sandy virtually destroyed the ferry terminal and basin located within the Village of Ocean Beach.The original structure was one story, wood framed located five feet off the wall of the wood bulkhead.With over 500,000 visitors coming to the Village each year the urgency to reconstruct was a priority. LKMA was awarded the multi-phase redevelopment of the entire ferry basin and the ferry terminal that included site survey, marine engineering, site and civil engineering, architectural development, preparation of construction documents and support through all phases of construction.The designs were required to conform to all governing agencies in addition to FEMA for reimbursement. 'n f Project Management on Design Build Renovation Project Experience: Responsibilities included cost estimate, ordering materials and coordinating project with site superintendents. ?' • World Trade Center, Empire Blue Cross/Blue Shield (17th—311t floors), NY, NY • JFK Airport,Terminal One and Four. • Cablevision, Bethpage, NY f • ESPN,4 Times Square, NY, NY f' • SONY, NY, NY ` • BMW, NY, NY • The Guardian (211t Floor), NY, NY `t ® National Foundation Center, 32"d St., NY, NY ;r • Detention Center, S.C. Sheriff,Yaphank, Suffolk County, NY CHRISTIAN ROJAS, Assoc. A.I.A. LKAKA Architectural Designer 4 Preparation of Construction documents for new building projects and new ;j building additions. Responsible for project coordination between all disciplines: .r New 17,910 S.F. Mastic Beach Ambulance Headquarters for Town of Brookhaven. F New 5,682 S.F. Ferry Terminal and Police Department for Village of Ocean Beach N.Y. • Gabreski ANG Station, West Hampton, NY: Vehicle Maintenance Facility, Composite Dining/Office Facility • McGuire AFB,Automotive Skills Center, NJ F McGuire AFB, Building 5650, Fort Dix NJ f Wyeth Pharmaceuticals, Puerto Rico: New Building addition. Projects include: New 90,000 S.F. capsule granulation,Wurster coating, and encapsulation building. - New 45,000 S.F.capsule granulation and Wurster coating building. New central utility building. New 60,000 S.F. solid dosage facility. Relocation of existing coating process. New utility boiler house. Preparation of Design and Construction documents for facility renovations for: Repair Transportation Maintenance Facility, Bldg. 3001, McGuire AFB, NJ ;F • United State Coast Guard, Montauk Station. Wyeth Pharmaceuticals, NJ.(Architectural design): Preparation of Design and Construction documents for facility renovations • Washroom • Forklift shop &storage • CGMP project • Pan coater project • Refurbish chemical lab 0 Upgrade existing lab • Office renovation • WFI project • Stability chamber • Install chiller A a Upgrade chiller room a Plastic pallet washing area , • Solution tank Pfizer Pharmaceuticals, Puerto Rico (Architectural Designer): Preparation of Construction documents for facility renovation. Responsible for project coordination j between all disciplines. Interior renovation for the installation of a new production suite dedicated to the manufacturing of a melt spray congealing process IVAX Pharmaceutical: Preparation of Master Plan and Phase I (Preliminary Design) for multiple building site. fF Luitpold Pharmaceuticals, Shirley NY: Preparation of Structural Construction 4 document for facility renovation r 5 s SHARON SMALDONE LIC&®1 Architectural � Design CADD Education ti SUNY Farmingdale,Technical Ms.Smaldone has over 11 years of experience developing construction documents with r Illustration AutoCAD. Representative projects include: Professional Training Lloyd Technologies Windswept, Inc. Village of Ocean Beach, N.Y.:As a result of Super Storm Sandy the Village owned building and property was seriously damaged by water intrusion, wind 4; Interlea#,Inc and debris. The rehabilitation and restoration of the facility needed to be coordinated with FEMA and the Village of Ocean Beach planning and zoning codes governed by high seasonal occupancy. Construction is defined within two (2) separate phases within s' a multi-year construction cycle scheduled for out of season occupancy.The initial scope of work includes selective demolition, lifting and moving the existing three story wood frame structure, installation of new woof pile foundation and resetting the structure onto the new foundation. Upon completing this scope exterior decking, stairs and handicapped ramps will be installed. The scope of work included within the second phase includes the finishing of the interior and exterior of the structure, including new full service emergency generator, mechanical,electrical and plumbing,all conforming to the current Building Code of New York State. Mastic Beach Ambulance Building: The LKMA architectural and engineering team designed the new 18,000 square foot building based on input from the ambulance company leadership and volunteers. The design focuses on the safety and comfort of the personal and the public and conforms to the recently adopted International Building Codes of New York State. The new facility will allow the ambulance company to expand their interactions with the public and become a hub for public safety within the community. The new headquarters is constructed with a steel frame structure and steel studs following residential construction that reduced construction cost. Both the architectural design elements and exterior materials reflect the residential character of the neighborhood. By design only noncombustible materials were specified. The facility was designed to conform to the efficiency guidelines similar to the LEED system.The entire site and facility are fully accessible and ADA compliant. Town Hall Campus, Town of East Hampton: The Town of East Hampton had a longstanding interest to bring all of the town offices onto one central campus in order to make it more efficient for residences and visitors to access town departments and officials. The new Town Hall Campus would provide a new and improved campus environment and a new building that would consolidate critical town departments.The improved site would expand parking, and include new lighting and landscaping. The new building was to be constructed within the site that the original town hall was built r;. 1, within the early 60's which has been vacant for some time. The design of the new building was required to complement the award winning structures currently on site and not compete with their unique architectural imagery. The final design linked three potato barns connected by atriums of aluminum and glass. The 12,000 square-foot c building was designed with an "open office plan" that accommodates current and future town needs and provides complete flexibility with an "open office furniture system" based on unique needs or methodologies of the different departments. LIURA SHARON SMALDONE Architectural Design / CADD Addressing the concern about privacy within an open office environment LKMA t, included within the design that the interior spaces would employ sound masking,which uses specially tuned ambient background noise that targets the same frequency as human speech, reducing its intelligibility. The three barns forming the new building would have the maximum amount of solar panels on the roof areas facing south. The cost of the project is estimated to be$8.5 million dollars. ;i Ocean Beach t=erry Terminal: In late October 2012 Super Storm Sandy virtually destroyed the ferry terminal and basin located within the Village of Ocean Beach.The original structure was one story, ;j wood framed located five feet off the wall of the wood bulkhead. With over 500,000 visitors coming to the Village each year the urgency to reconstruct was a priority. LKMA was awarded the multi-phase redevelopment of the entire ferry basin and the ferry terminal that included site survey, marine engineering, site and civil i' engineering, architectural development, preparation of construction documents and support through all phases of construction.The designs were required to conform to all governing agencies in addition to FEMA for reimbursement. Other representative experience includes: E-Vincent Management,Architectural CAD Drafter/Designer(2013-2016) ,4 Generated and managed detail oriented, precise construction documents for high-end Manhattan, Hamptons and Bahama projects. _ Created shop drawings for architectural millwork for kitchens, baths and cabinetry.needed for high-end renovation projects. ;{ On site field measure with client interaction. :F Rosebery Architectural Studio,Architectural CAD Drafter(2007-2013) • Experience in developing residential and commercial construction documents with on the training using AutoCAD 2005 and AutoCAD 2011. • Knowledge of constructing Plot Plans, Floor and Foundation Plans, Sections and Elevations (including (Interior Elevations), Plumbing Riser Diagrams, iy Roof, Ceiling, Electrical and Egress Plans • Expediting experience in building permit applications and variances. ` Smaldone Enterprises, Self Employed Junior Architect/Drafter(2000-2003) • Professional ability in developing Site Plans, Floor Plans, Section and 'f Elevation diagrams for mostly residential additions, garage conversions, decks and pools with on job training. • Occasional on site project team experience including picture taking, measurements and sketches. ,I� L11AA i SHARON SMALDOE Architectural Design / CA-DD Cardion,Inc., Senior Technical Illustrator(1989-1995 :! • Implemented Interleaf(a document management program)within company. • Designed company brochures and posters for trade shows which led to } increase in sales. 0 Created graphic presentations for marketing department and illustrations f for commercial and defense radar navigational systems. • Attended training seminars and user groups. (' • Trained employees in the use of document management. G Data Communications,Inc.,Electrical/Mechanical/Designer(1986-1989) 4 • Performed electronic schematic design, logistic layout of troubleshooting trees and some isometric pencil layout. • Assigned lead inker for Sikorsky's Black Hawk, CV Helo and UH-60 Presidential Helicopters Dayton T. Brown,Inc.,Technical Illustrator(1982-1986) • Created technical inking's of isometrics, diametric, orthographic, photo tracings, schematic diagrams and block diagrams. 4 • Designed graphic presentations and company newsletter. f. s, r, r I'. t; iy ;plyy' 4' I; ,S f a .f fi t t ' MATTHEW FRASCIN ELLA LIKARA Junior Engineer Mr. Frascinella has been involved in a broad range of design and construction Education ftinspection and activities during his tenure with the firm. Representative experience AS,Architectural Technology, ,'I Suffolk Community College includes the following: Design of Facilities with Artificial Turf Fields: Matt prepared plans, specifications Professional Training and construction cost estimates for the following recreational projects which OSHA HAZWOPER included the construction of artificial turf fields.for the Town of Brookhaven Construction Safety Training, Department of Parks and Recreation: 2009 0 Morris Avenue Park, Farmingville • Granny Road Park, Coram • Eastport Athletic Complex 4 • Medford Athletic Complex Grant Park Synthetic Turf Fields, Nassau County: Matt prepared construction plans for this Nassau County Department of Public Works project. This $2.5M rehabilitation project will provide the local community with three (3) new synthetic turf baseball fields, dug outs, batting cages, a comfort station tied into the existing ?' sanitary sewer system, an adult exercise equipment area, a child playground area, a shade shelter,walking paths and landscaping. Southampton — Jackson Avenue Article 12 Violations, June 2010: The Highway . Department was issue a Notice of Violation and Formal Hearing from the SCDHS on June 7, 2010. The document listed (10) tanks that were in violation of the County Standards. Matt worked closely with Highway personnel to remedy several tanks with Town Forces. Matt prepared and design and permitting documents for four (4) tanks that needed modifications to meet County requirements. The project was assigned SCDHS Job No. HM 10-051 and the permit was issued on July 27, 2010. (2010, Design Engineer) Town of Brookhaven - Mill Pond Golf Club: Matt prepared the permitting and public bid documents to upgrade this facility It was assigned SCDHS Job No. HM 10-020 and the permit was issued on February 11, 2010. The scope included the s; removal of an existing 550 gallon above ground tank and installation of a new, above ground 500 gallon diesel, 500 gallon gasoline along with a new dispensing island and pumps. (2010, Design Engineer) Town of Brookhaven Landfill — Fuel Depot: Matt prepared the permitting and public bid documents to install a new fuel dispensing facility at the Town's active ;Y landfill site. It was assigned SCDHS Job No. HM 09-129 and the permit was issued on January 8, 2010. The project scope included the installation of an underground 16,000 gallon Multi-compartment tank(10,000 diesel, 6,000 gasoline),vapor recover, (3) dispenser island, and an EJ Ward Fleet Fuel Management System Due to the high ground water condition, Matt needed to perform buoyancy calculations and provide a strap and footing design to satisfy the SCDHS. (2010, Design Engineer) Town of Brookhaven Landfill — Maintenance Garage: Matt prepared the permitting and public bid documents to upgrade the tanks at the Town's maintenance garage. Three underground tanks were removed (1,000 gal. waste oil, MATTHEW FRASCINELLA ' L11AA Junior Engineer 2,000 gal. heating oil and a 550 gal. waste water). These tanks were replaced with I' modern double walled above ground tanks of the same capacity. This project was assigned SCDHS Job No. HM 09-224 and the permit was issued on December 15, 2009. (2009, Design Engineer) ,r ,r Town of Brookhaven — Port Jefferson Marina: Matt prepared the permitting and public bid documents to remove and replace the existing single walled underground tanks with modern double walled fiberglass tanks. The design called for the removal of a 10,000 gallon diesel and 10,000 gallon gasoline tank. In addition to the tank replacement, Matt also designed a double walled pipe system to bring product 300 feet out to the dispensers at the end of the dock. This project was assigned SCDHS Job No. HM 09-042 and the permit was issued on January 29, 2010. (2010, Design Engineer) Safety Town, Town of Brookhaven: This project includes the survey, permitting, design and construction monitoring of an educational facility located in the proposed Safety Town. Modeled on Nassau County's Safety Town at Eisenhower Park, Brookhaven Safety Town will be a replica of a miniature village with an educational facility, to be located at the Town's Holtsville Ecology site. At Safety Town, schoolchildren will be instructed in pedestrian and bicycle safety, first in the classroom, then through a "hands-on" experience using bicycles and miniature electric vehicles in the adjacent village. Responsible for design input and assisting in preparing plans and bid specifications. ($2.OM;Active; Draftsperson). Sandspit Ferry Terminal, Town of Brookhaven: This project includes the survey, permitting, design and construction monitoring of the improved Davis Park Ferry Terminal at Sandspit Park on the Patchogue River. The project includes demolition of the existing ferry terminal facility and the design and construction of a new 1,700 s.f. ferry terminal on an open pile foundation system. Responsible for design input and assisting in preparing plans and bid specifications. ($1.2M; 2007, Draftsperson). Bald Hill Cultural Center— Rear Deck Construction: Matthews's prior experience in construction (specifically framing) was instrumental in the successful design and construction of a 1,600 SF commercial deck structure at the Bald Hill Cultural Center. The project involved the demolition of the existing non-compliant structure and the construction of a composite timber deck that received a building permit from the Town of Brookhaven. The project also consisted of structural walls/columns and new walkways underneath and around the deck structure. Maple Avenue Boat Ramp & Bulkhead Replacement: This project included the permitting, design and construction monitoring of a Town boat launching ramp that had damaged pavement, deteriorated bulkhead/ramp section and was subject to vandalism and disorder during the summer months. Matthew assisted in obtaining ;i the necessary wetland permits, design of an attendant's booth (with new electric service), new section of CCA bulkhead, security fencing and sectional concrete boat ramp. ($86,350;Active; Draftsperson/Construction Monitor) `.t Corey Beach Bath-house Rehabilitation: This project consisted of the extensive rehabilitation of an existing 900 SF comfort station and lifeguard office at the Corey MATTHEW FRASCINELLAL'C` 11 Junior Engineer Beach Facility situate in Blue Point. The renovation included removal and replacement of all wall materials, flooring, ceilings, lights, doors (including frames), rollup garage doors, bathroom fixtures and partitions. A new state of the art digital surveillance system (with internet access capabilities) and a new cultured stone ;. veneer to the exterior of the building was part of the project as well. Matthew acted as a draftsman/junior architect on the project and assisted in the preparation of the construction drawings and specifications. ($350,000;Active; Draftsman/Jr.Architect). }, Kirks Park Storage Facility, Town of East Hampton: This project includes the design and construction monitoring of 320 s.f., storage building at Kirk Park in +u Montauk. Responsible for drafting and soliciting written cost estimates. ($10,000; E` Active; Draftsperson). Landfill Services, Town of Brookhaven: This project includes the design and construction monitoring of two kitchen replacements at the Brookhaven .t Landfill. Responsible for drafting and soliciting written cost estimates. Leachate Storage Facility,Town of Brookhaven: Provided design assistance and details for a proposed 1,600 square foot steel building. The building design included provisions for parking two large tanker trucks, spill containment of leachate, monitoring controls/instrumentation, and employee safety. ($2.3M;Active; Draftsperson). f ,r lti 1 } i, e t •t r i' `s t° BRENDAN CLINCH ' LKAA Engineer Education Mr. Clinch has over 10 years of engineering experience at LKMA, and an additional three (3) years of experience in the construction industry. He has developed extensive ;r BS,Construction Management knowledge in highway, drainage, and overall site design. His diverse experience Engineering Technology,SUNY includes projects such as highway reconstruction, municipal sanitary systems, marine Farmingdale construction, airport apron replacement, solar farm site design, and residential housing i AS,Architecture&Construction developments. ,a Technology, " Suffolk Community College He has become proficient in developing contract documents as well as Engineer's Estimates,and understands all phases of the design process. Mr.Clinch is also adept in Certifications using design software programs such as AutoCAD Civil 3D, Microstation, AutoDesk r' OSHA HAZWOPER Storm & Sanitary Analysis software, AutoTurn, Guidesign, and Estimator. His Construction Safety Training, experience includes the following: 2009 Peconic Avenue Reconstruction, Town of Brookhaven— Project Engineer, € responsible for the design, development of plans, specifications and construction cost estimate for the reconstruction of 1.4 miles of roadway in the Medford, NY.This project included a full roadway widening and reconstruction, installation of a new positive drainage system, including two (2) new recharge basins. The project included Installation of curb and sidewalk throughout the entire project limits. This project involved property acquisitions and heavy utility coordination. ($4.5M, Project Engineer) Reconstruction of W. Hudson Street, City of Long Beach — Project Engineer, responsible for the design, development of plans, specifications and construction cost estimate for the reconstruction of W. Hudson Street & adjoining roadways in Long Beach, NY. This project included a full roadway reconstruction, installation of a perforated pipe & stone storm water collection system, additional drainage upgrades, bulkhead replacement, water main replacement, sewer replacement, installation of street lighting,curb and sidewalk. ($3.2M, Project Engineer) Resurfacing of CR-48, SCDPW— Project Engineer, responsible for the development of plans, specifications and construction cost estimate for the resurfacing of eight (8) miles of highway in Southold, NY. In addition to resurfacing, drainage upgrades, median bullnose construction, guiderail installation, retaining wall design as well as the installation of curb and sidewalk were completed.($13.1M, Project Engineer) Improvements to CR-46, William Floyd Parkway, SCDPW — Project Engineer, responsible for the development of plans,specifications and construction cost estimate t' for improvements along 2.3 miles of parkway in Shirley, NY. This project included the s design & installation of a perforated pipe & stone storm water collection system, a downstream defender, and various other drainage improvements. In addition to +` drainage, this project also included curb and sidewalk replacement, intersection reconfiguration to improve sight distance, guiderail installation, ADA ramp improvements,and median bullnose reconstruction. ($6M, Project Engineer) i NYSDOT Region 10 – Priority Resurfacing Contract D263563 - Prepared full contract documents for a multi-share pavement rehabilitation project on NYS Routes !` 24, 25 and 27A. Work included pavement milling, new top course overlay and ' isolated full depth asphalt and composite pavement repairs, drainage structure _ repairs and new pavement markings. Identified and prepared plans in accordance BRENDAN CLINCH LKAA Engineer with Proposed Guidelines for Pedestrian Facilities in the Public Right-of-Way !' guidelines (PROWAG) to correct deficient pedestrian facilities. Updated the ' Statewide ADA GIS database to generate a list of known deficient pedestrian r, facilities within the project limits in the State's right-of-way to be reconstructed ! within the 1R project. (2017, $15.5M) k' S NYSDOT Region 10 – Priority Resurfacing Contract D263287 - Prepared full contract documents for a pavement rehabilitation project for the entire length of I' Wantagh State Parkway. Work included pavement milling, new top course overlay } and isolated full depth asphalt and composite pavement repairs, drainage structure repairs and new pavement markings. Prepared plans in accordance with Proposed Guidelines for Pedestrian Facilities in the Public Right-of-Way guidelines (PROWAG) guidelines to correct deficient pedestrian facilities. Updated the Statewide ADA GIS database to generate a list of known deficient pedestrian facilities within the project limits in the State's right-of-way to be reconstructed within the 1R Project. (2016, $19.6M) Roadway Reconstruction, City of Long Beach—Developed plans for the reconstruction of Kerrigan, Vinton, Boyd Streets, as well as Pacific Blvd, including q pavement,drainage and utility work. Preliminary Design and Design Report for a 43,000 Gallon per Day Pump Station and Force Main - Prepared complete preliminary design drawings and design report for the pump station and 3,600 LF force main. The proposed site for redevelopment was the former UA Theater Location on Route 112 in Coram, NY. i The site is approximately 17.6 acres and utilizes a traditional main street design with residential apartments located above first floor retail/commercial space. The pumping station handles flows from the approximate 30,000 square feet of commercial/retail space, and the 180 units of workforce housing. 'r WINCORAM Commons Apartment Complex – Final Design and Permitting for a 43,000 Gallon per Day Gravity Collection System. Prepared complete final design drawings and design report and obtained all SCDPW and SCDHS final acceptances for the collection system. Montauk Highway Sewer Construction for the Town of Brookhaven: Design of a S• main sewer trunk line with connections to the Right of Way line for future use. The project was undertaken in conjunction with the reconstruction of Montauk Highway in East Patchogue. The sewer line will transport waste to the Village of Patchogue's sewage treatment plant, and will facilitate business redevelopment along the roadway. Since this project is within a busy commercial corridor, low pressure sewers and horizontal directional drilling were used to minimize impacts during construction. ,s ! Gabreski Airport Utility Infrastructure Study: The project included engineering ! services in conjunction with the improvements to the Aviation Utility infrastructure at 61 the Gabreski Airport facility in the Town of Southampton, Suffolk County, NY. The r project included investigation, testing and location of all existing utilities, and j development of a Master Plan for the future infrastructure,including cost estimates and a phasing plan for implementation of improvements. BRENDAN CLINCH L11AA Engineer j Sheltair Aviation Fixed Based Operator Facility at Gabreski Airport: , Project Engineer for all Civil/Site related work. This two phase project included a 5,000 square foot executive facility and ramp expansion of three additional acres to the existing two acres of tarmac, a new fueling facility, a 20,000 square foot hangar and 2,000 square feet of connecting office space. The project required significant utility and underground airport lighting relocations. Work was designed in accordance with FAA ` Specifications. Stony Brook University Pedestrian Walkway System—Developed plans, specifications and construction cost estimates for this $1 Million completion of the University's walkway system on the Health Sciences Center Campus. College Road Sidewalks—Developed design plans and construction cost estimates for the construction of sidewalks on College Road, from County Road 16/Portion Road to the Ammerman Campus of Suffolk County Community College in Selden, a distance of 1.3 miles. Nassau County On-Call Traffic Engineering Services: Preparation of pavement marking plans for 50 miles of County Roadways. . i Pedestrian Improvements, Suffolk County Road 92—Developing plans, ' specifications and construction cost estimates for the construction of sidewalks along CR 92/Oakwood Road south of NY 110 for 2.2 miles. Port Authority of New York and New Jersey On-Call Traffic Engineering Services: Preparation of maintenance and protection of traffic drawings for Goethals Bridge and Outerbridge Crossing Toll Plaza rehabilitation projects. �i Suffolk County Road 19 Traffic Calming, Patchogue, NY: Preparation of contract plans for a traffic calming project, which includes a reduction in travel lanes, construction of a roundabout, pavement reconstruction and resurfacing, drainage ' improvements and installation of traffic control devices. Traffic Calming Projects: Collection of field data and development of plans for traffic calming, including construction of new pavement, curb, and drainage,for the following projects: '+. • Barstow Road at North Station Plaza, Village of great Neck Plaza— Intersection channelization improvements to improve safety for pedestrians and vehicles, including sidewalk"bulbouts"and new crosswalks. `5 Roundabout, Middle Island—Construction of a roundabout at the intersection of Miller Place-Yaphank Road and Whiskey Road. • Union Avenue, Holbrook—Reduction in pavement width to enable construction of bike lanes,sidewalk"bulbouts,"and new crosswalks. • Bond Street,Village of Great Neck Plaza—Sidewalk"bulbouts" and drainage improvements. • Holbrook Road,Centereach—Construction of sidewalks and bike lanes. t Canal Road – Construction of sidewalks for 2 miles, between CR 83 and NY 112. NSP NELSON&POPE John R. Perrotta, P.E. ENGINEERS&SURVEYORS M/E/P &Municipal Site Department Education: Professional Profile B.S.,Engineering, Mr. Perrotta has 18 years of experience in civil, mechanical, electrical and plumbing Lehigh University engineering for municipal and private projects throughout Long Island and New Registration/Certifications: York. His responsibilities have included the design and project management of Professional Engineer: building mechanical, electrical, plumbing and fire protection systems; CNG fueling New York facilities and liquid motor fueling facilities, marinas, parks, lighting, energy Pennsylvania management and energy efficiency improvements for buildings and facilities, and site New Jersey construction projects. Mr.'Perrotta also has extensive experience serving,as an Connecticut Owner's Representative and Construction Manager for several major construction projects and has extensive experience with the design of complex mechanical and Years with This Firm: 7 building systems,as well as utility infrastructure projects. Years with Other Firms: 11 Selected Experience: Professional Affiliations: National Fire Protection Building,Mechanical,Electrical and Plumbing Systems Projects Association Design and Project Management services for Building, MEP Systems including HVAC systems, electrical power distribution, standby power systems, fuel gas American Society of plumbing, domestic and sanitary plumbing, telecommunications systems and fire Heating and Air- alarm/fire suppression systems. Conditioning Engineers Relative projects include: • HVAC Improvements to DPW Facility,Town of North Hempstead • Mastic Beach Ambulance District New Headquarters,Town of Brookhaven • Boiler Replacement and Co-generation,Selden Fire Department • New Moxey-Rigby Apartment Building • Winter's Brothers Corporate Office • Town of Brookhaven Landfill Mechanics Garage and Office • North Shore Beach Fire Company,Rocky Point Fire Department • Boiler Replacement at South Main Street Apartment Complex, Village of Freeport • Fuel Cell Energy Servers,Various Locations • Islip Animal Shelter Stand-By Generator,Town of Islip • Roosevelt Island Cultural Center,Roosevelt Island • Blackwell House MEP,Roosevelt Island • Good Shepherd Community Center HVAC Improvements,Roosevelt Island • AVAC Building Heating Systems Analysis,Roosevelt Island • Boiler Replacement at Dr. E. Mitchell Mallette Senior Citizen Apartments, Village of Freeport • Hewlett Point Park Buildings,Town of Hempstead • Fire Suppression System at Town Hall,Town of North Hempstead • Co-Generation at Maple Crest Apartments,Port Jefferson • Town of Brookhaven Energy Efficiency Study,Brookhaven • Boiler Installation at Sports Park,Roosevelt Island 0 Steam Heating System,Sports Park,Roosevelt Island NELSON&POPE ENGINEERS&SURVEYORS • Housing Authority Office Mechanical and Electrical Inspection, Village of Freeport • Town of Oyster Bay Housing Authority Generators,Various Locations • DPW Heating Oil Tank Replacement,Town of North Hempstead • Stand-By Generators for Various Buildings,Town of Islip • Montauk Downs State Park Soil Vapor_Extraction System • Fire Suppression System at Town Hall,Town of North Hempstead • Jones Beach State Park Maintenance Facility Oil Water Separator • Motorgate Parking Garage Lighting,Roosevelt Island • MEP Systems for Great South Bay Brewery,Bay Shore Utility Infrastructure Projects Design and project management services for utility infrastructure projects including primary and secondary electrical distribution systems, electrical generators, fuel gas plumbing, domestic water distribution and sanitary- conveyance and disposal systems. Projects include permitting and coordination with appropriate utility companies. Relative projects include: • Fuel Cell Energy Services,Various Locations throughout NY and NJ • Brentwood Country Club Golf Course Irrigation,Town of Islip • Conscience Point Marina,Town of Southampton • Electrical Upgrades to Campsites at Smith Point Park,Suffolk County • Sports Lighting&Electrical Upgrades at County Parks,Nassau County • Water Main Installation on Fisher's Island,Town of Southold • Westhampton Highway Yard CNG Fueling Facility • Commack Highway Yard CNG Fueling Facility • Syosset CNG Fueling Facility ' Tappen Beach Marina,Town of Oyster Bay • Tobay Marina,Town of Oyster Bay • East Creek Marina,Town of Riverhead • Robert Moses State Park Electrical Investigations Construction Administration Provided Owner's Representative and Construction Administration for in-house designed and third-party designed projects. Services include on-site and office administration, scheduling, budgeting and cost estimating, inspection, QA/QC, contractor payment review, preparation of reports and recommendations to the Owner and compliance with contract documents. Relative protects include: • Renovation of the Cultural Center,Roosevelt Island • Woodhull House Renovation,Town of Brookhaven • Irish Hunger Memorial,Battery Park City Authority • Octagon Synthetic Turf Soccer Field,Roosevelt Island • Westhampton Highway Yard CNG Fueling Station,Suffolk County DPW 0 Commack Highway Yard CNG Fueling Station,Suffolk County DPW NELSON&POPE ENGINEERS&SURVEYORS • Syosset CNG Fueling Facility,Town of Oyster Bay DPW • Conscience Point Marina,Town of Southampton • Tobay Marina,Town of Southampton • Generator Replacements,Town of Oyster Bay Housing Authority • Campground Electrical Improvements, Smith Point Park,Suffolk County Site,Roadway and Sports Lighting Projects Design services for site, roadway and sports lighting projects including fixture selection and layout, performing lighting calculations in accordance with the Illuminating Engineering Society of North America's standards and International Dark Sky Association and sizing of electrical branch circuits and controls. Relative projects include: • Restoration of Main Street,Roosevelt Island • Sports Lighting&Electrical Upgrades at County Parks,Nassau County • Decorative and Roadway Lighting,Town of Brookhaven • Roadway Intersection Lighting at County Road 83,Town of Brookhaven • North Ocean Avenue Street Lighting,Village of Patchogue • Glen Cove Hospital Parking Lot Lighting • Energy Efficient Street Lighting Study,Town of Brookhaven • Lighthouse Park Lighting,Roosevelt Island Waterfront Projects Design and Project Management for waterfront projects including piers, marinas,shoreline protection,hydrographic surveys and dredging projects. Relative projects include: • Conscience Point Marina,Town of Southampton • Smithtown Boat Launching Ramp • Gilgo Beach Floating Docks,Town of Babylon • Tappen Beach Marina,Town of Oyster Bay • Tobay Marina,Town of Oyster Bay • East Creek Marina,Town of Riverhead • Nissequogue River State Park Marina • Captree State Park Boat Basin Dredging Heckscher State Park Boat Basin Dredging • New York State Boat Channel,Fire Island Inlet • Yaphank Lakes Dredging,Town of Brookhaven • Corey Creek Breakwater,Town of Brookhaven Structure Design and Restoration Projects Design and Project Management for the construction and restoration of buildings, bridges, and public art structures. Relative projects include: • Transfer Station,Town of Southampton • Bridge Lane Bridge Structural Improvements,Town of Southampton 0 Pedestrian Bridge Restoration,Legend's Yacht and Beach Club,Glen Cove NSP Matthew A. DiBiase, E.I.T. NELSON&POPE ENGINEERS&SURVEYORS M/E/P&Municipal Site Department Education: Professional Profile B.S.,Engineering,Magna Mr. DiBiase has 4 years of experience in mechanical, electrical, and plumbing Cum Laude New York Institute of engineering for municipal and private projects throughout Long Island and New Technology York. Currently he is providing engineering assistance in the design of building mechanical, electrical, plumbing and fire protection systems, site plans, fueling M.S.,Energy Management, facilities, park improvements, energy management, and energy efficiency With Distinction improvements for buildings and facilities. His responsibilities include performing New York Institute of HVAC load calculations, energy efficiency studies and calculations, collecting data, Technology, compiling of documents, assisting with permitting, drafting, performing field investigations, assistance in preparation of conceptual, preliminary and final design Registration/Certifications: drawings, and assisting in the development of alternatives. In addition, Mr. DiBiase Engineer in Training: has experience with AutoCAD, Revit, Microsoft Office, Carrier Hourly l New York p y Anasis y Program and Engineering Economics. Years with This Firm: 4 - Selected Experience: - Years with Other Firms: 0 Building,Mechanical,Electrical and Plumbing Systems Projects Professional Affiliations: Project Engineer for projects with design services for Building, MEP Systems American Society of Heating and Air- including HVAC systems, electrical power distribution, standby power systems, fuel Conditioning Engineers gas plumbing, domestic and sanitary plumbing, telecommunications systems and fire alarm/fire suppression systems. Relative projects include: • HVAC System Replacement at Town Hall,Town of Southampton • HVAC Improvements to DPW Facility,Town of North Hempstead • Boiler Replacement and Co-generation,Selden Fire Department • Mastic Beach Ambulance Company Headquarters,Town of Brookhaven • New Moxey-Rigby Apartment Building • Winter's Brothers Corporate Office • Town of Brookhaven Landfill Mechanics Garage and Office • Blackwell House MEP,Roosevelt Island • DPW Heating Oil Tank Replacement,Town of North Hempstead Utility Infrastructure Projects Project Engineer for utility infrastructure projects including primary and secondary electrical distribution systems, electrical generators, fuel gas plumbing, domestic water distribution and sanitary conveyance and disposal systems. Projects include permitting and coordination with appropriate utility companies. Relative projects include: • Electrical Upgrades to Campsites at Smith Point Park,Suffolk County • Fuel Cell Energy Services,Various Locations throughout NY and NJ 0 Brentwood Country Club Golf Course Irrigation,Town of Islip t DANIEL JEDLICKA, P.L.S. "�,'�•� Director of Survey & Mapping PP 9 ti Mr.Jedlicka has 40 years of experience in a wide variety of highway engineering and land surveying applications in both technical and management capacities with the Registrations c New York State Department of Transportation and the New York State Office of Parks Professional Land Surveyor,1994; and Recreation. Since joining Louis K. McLean Associates, P.C. in January of 2011, Mr. i Jedlicka's role at LKMA includes working on a wide range of municipal projects ,x i, Professional Societies including parks and recreational facilities, buildings, marine work and all types of civil NYS Association of Professional ! projects. His involvement includes acting as the primary survey manager responsible ,f Land Surveyors for seeing a project through from inception to close out including client support and contract administration. Representative project experience includes: Nassau/Suffolk Civil Engineers Association NYSDOT Emergency Standby and Pavement Design: Under this "on-call" design New York State Association of agreement, LKMA prepared plans for fast-track construction assignments for J 9 NYSDOT. Projects included design of bridge wall replacement for all of the Transportation Engineers 9e Para et p i bridges at the Southern State Parkway/Wantagh State Parkway Interchange, a safety study at the Loop Parkway/Southern State Parkway interchange, safety crossings for E; hikers using the Greenbelt Trail on NY 108, drainage improvements on NY Route 107, ` left turn lane designs for Route 27, safety improvements for NY 111 and CR 17, and ' design of ADA-compliant crosswalks and accessible sidewalk ramps at multiple locations in Nassau and Suffolk Counties. Services included project scoping, survey and mapping, preliminary design (Phase I-IV), final design (Phase V & VI) and construction support services. Whiskey Road/Miller Place-Yahank Road Roundabout, Town of Brookhaven: LKMA provided scoping, preliminary design, final design, survey and mapping, right of way acquisition surveys,construction inspection services for a modern roundabout at the intersection of Whiskey Road with Miller Place-Yaphank Road in Middle Island. The project involved environmental assessments and significant landscape elements. Due to extensive horizontal and vertical alignment difference between existing and proposed conditions,the roundabout construction required extensive long term road closures. The LKMA team worked closely with the town and with the local school district to minimize the construction impacts. This project received the ACEC Gold i, Award at the 2013 NY ACEC Engineering Excellence Awards Dinner. NYS Route 110 Reconstruction–Drainage Improvements,Town of Huntington, Suffolk County: Project involved scoping, preliminary and final design as well as k` survey and mapping and construction support services for roadway and significant drainage improvements on a 0.9 mile section of NYS Route 110(New York Avenue) in the vicinity of Huntington Harbor. The project area suffers from several contributing factors that create a complex flooding situation, including low and nearly flat k�E elevations of the roadway;steep grade of'the surrounding area;large watershed area; numerous side streets with a long downhill component; high groundwater table; and influence of tidal action due to proximity of the Huntington Bay. Hydraulic and, hydrologic modeling of the large urban watershed were performed using the USEPA {; F SWMM program and an evaluation of storm ,water treatment Best Management Practices was conducted. Both topographic and hydrographic survey services were included in the project. An innovative drainage solution, including upgrading of a p parallel creek to accommodate stormwater flows, was developed. The project was awarded an "Evergreen" rating—the highest possible rating under NYSDOT's GI DANIEL JEDLICKA, P.L.S. G{ L11AA - Director of Survey & Mapping GreenLITES (Green Leadership In Transportation Environmental Sustainability)," a ",li,' transportation environmental sustainability rating program. Mill Pond, Bay Shore: LKMA developed plans for the creation of a new pond adjacent to Penataquit Creek in downtown Bay Shore. The pond will be offline from �f the creek, receiving inflow via a diverter structure at the creek and outflow will be controlled with a weir. The pond is designed so that it freezes during the cold winter ' months, thus, creating a link to the historic "Ice Pond" which was filled in during the early 1900s. In addition to developing bid documents,a NYSDEC permit was obtained `. and survey and mapping services were provided. Noyack Road Traffic Calming: LKMA is providing scoping, design, survey and mapping including right of way mapping services for this project. Although Noyack Road traverses an area which is primarily residential, it carries a significant amount of through traffic which bypasses congested Montauk Highway (NY 27) in the summer F; season. LKMA developed several recommendations to improve safety and "calm" J: traffic on Noyack Road using curb"bulb-outs;"pavement markings;rumble strips;and traffic signage,including speed awareness signs,new speed limit signs,and innovative warning signs. We participated in a two-day charrette, which was structured to facilitate input from local officials,civic groups and area residents,and developed final construction plans for the selected traffic calming alternative. k New York State Department of Transportation,Senior Land Surveyor, December 1997 to September 2010: As the Senior Land Surveyor for the New York State Department of Transportation Region 10, Mr. Jedlicka oversaw all Mapping and t Surveying activities for the Long Island Region. His duties included but were not jy limited to overseeing a staff of 20 people,prioritizing projects,schedule and assigning appropriate personnel to the projects. He determined in-house budgets for � equipment and supplies. As the Senior Land Surveyor he determined a budget, managed, delegated and reviewed projects of Survey Consultants under Term r° Agreement Survey Services(TASS)contracts. Mr Jedlicka routinely consulted with the y Regional Design Engineer and the New York State Attorney General's Office on the acquisition and deposition of property. He co-authored the New York State Department of Transportation Right of Way Procedures Manual. Notable projects i' include: r% 4x Reconstruction Route 347 (PIN 0054.05): This on-going project involves the s, reconstruction Route 347 (Nesconset Highway) corridor from Commack to Port Jefferson, a total of 16 miles He negotiated a $3 million contract for Survey Services +„ for the entire corridor. He oversaw the aerial mapping Survey which utilized static GPS and conventional survey methods for the entire 16 mile project,the design Survey tand the acquisition mapping for phase 1 of the project. Reconstruction Routes 112, Route 25 north to LIRR Station in Port Jefferson (PINs 0016.21, 0011.41): The 5.5 mile project included the reconstruction and re- alignment of Route 112. Mr. Jedlicka reviewed both In-house and Consultant ;f Acquisition Mapping (through a TASS agreement)Aerial mapping was supplemented }` by field Survey throughout the project and merged into the mapping to keep it up to ILL date. DANIEL JEDLICKA, P.L.S. 7 L11AA Director of Survey & Mapping N, Reconstruction Route 110 LIE North to Northern State Parkway: Mr. Jedlicka ;f reviewed and oversaw Consultant Survey and Acquisition Mapping for the corridor. it This project included the widening of Route 110 and the rebuilding and widening of If the Route 110 bridge over the Long Island Expressway. Reconstruction Route 25, Route 347 East to Nichols Road: Mr.Jedlicka reviewed and oversaw Consultant Survey and Acquisition Mapping for the corridor.This project {' involved widening and realignment of Route 25. Reconstruction Route 110(New York Avenue)Halesite: Mr.Jedlicka reviewed and oversaw Consultant Aerial Mapping Survey and Acquisition Mapping for the corridor. Reconstruction Route 27A Bay Shore: Mr.Jedlicka reviewed and oversaw in-house Survey and Acquisition Mapping for the corridor. The project involved widening of Route 27A through the Town of Bay Shore with new curbs and sidewalks.The project t.' required over 200 acquisition maps. Roslyn Road Grade Crossing Elimination: Mr. Jedlicka reviewed and oversaw Consultant Survey and Acquisition Mapping for the corridor. Construct LIRR Bridge Route 25, Southold: Mr.Jedlicka reviewed and oversaw In- house Survey and Acquisition Mapping for the corridor. The project involved rebuilding and widening the LIRR bridge and realigning Route 25 in Southold. V Construct LIRR Bridge Route 27A Great River: Mr.Jedlicka reviewed and oversaw In-house Survey and Acquisition Mapping for the corridor. The project involved rebuilding the LIRR bridge over Route 27A in Great River. r„ tf, Construct New Service Roads LIE Exits 61 to 65: Mr.Jedlicka reviewed and oversaw Consultant Survey and Acquisition Mapping for the corridor. New York State Office of Parks & Recreation, Park Engineer, June 1986 to Li December 1997: As a Park Engineer for the New York State Office of Parks and Recreation, Mr. Jedlicka preformed various duties. He was in-charge of all surveying �{ duties to support design and construction. He was in-charge of the Right of Way mapping files which consisted of all ROW maps for Parkways and Parks for the Long Island Region. As a Park Engineer he prepared contract documents for NYSDEC permits. Designed small projects, surveyed the project areas and was the Engineer- on-Site until the project was complete He processed change orders required for approvals and any payment documents for the contractors. Experience includes: Reconstruct Boardwalk Sunken Meadow Park: Mr.Jedlicka preformed the survey and assisted in the design for the reconstruction of the Boardwalk at Sunken Meadow State Park. The project utilized Brazilian Hardwood for longer wear and more strength. Reconstruct Decking, Seating, and Stage Jones Beach Theatre: Mr. Jedlicka oversaw and reviewed the work of the contractors Surveyor.The work �, included setting new Piles, Pile caps, setting prefabricated concrete flooring DANIEL JEDLICKA, P.L.S. 4, L11AA Director of Survey & Ma in Y Pig 9 slabs, setting new seating and rebuilding the stage of the Jones Beach s 3 Theatre. ;; • Construct new Boat Ramp, Parking lot,and New Entrance Road Captree State Park: Mr. Jedlicka prepared the Survey in support of the design for a [ new Boat launching Ramp at Captree State Park. The work included a Topographical Survey of the proposed site of the Ramp, hydrographic soundings in the State Boat Channel, the adjacent parking lot and the `x entrance road to the park. • Construct New Park Office/Police Headquarters, Hither Hills State Park. f Mr.Jedlicka preformed the survey to support the design and construction of the new Park Office/Police Headquarters at Hither Hills State Park. ;'i. • Construct New Handicap Ramp @ Jones Beach Restaurant. Mr. Jedlicka preformed the survey to support the design and construction of a new ,a handicap ramp at the Jones Beach Restaurant. ;`' • Dredge and Set Pilings Captree Boat Basin for Fishing Fleet. Mr. Jedlicka i;. preformed the Survey, processed documents for NYSDEC permits, and was the Engineer-in-Charge on site. The project included developing a good j' working relationship with the Captree Boatmens Association due to the need d+t to keep the fishing fleet operational during Pile construction. Mr. Jedlicka rG Inspected the existing piles for soundness rejected piles that were inferior and oversaw their replacement with new piles while dredging operations were taking place. He processed payment and change order documents for the contract. He performed post dredging soundings and processed the information for final payment to the contractor. Dredge Entrance Channel Hecksher State Park. . Mr Jedlicka preformed the Survey, processed documents for NYSDEC permits,and was the Engineer- on-site. He processed payments and performed post dredging soundings for 4Bp, final payment to the contractor o Erosion Control, Ocean Parkway and Robert Moses State Park. Mr. Jedlicka was the Engineer on site for emergency contracts due to major storm erosion at Robert Moses State Park water tower and Field S. He was also the engineer on site for emergency contract due to severe erosion on Ocean Parkway after the "No Name Storm" in October 1992. Mr.Jedlicka calculated quantities of material placed and processed payments to the contractor. He !+ made a final survey at the completion of the projects to process final t payments to the contractors. �i XPi • State and Private Partnership(Saturn Corp.),Build New Playgrounds. Mr. '1 Jedlicka preformed the survey to support the design and construction of new playgrounds at: -. 1. Jones Beach State Park s` DANIEL JEDLICKA, P.L.S. LIC111®1 Director of Survey & Mapping 2. Robert Moses State Park 3. Roberto Clemente State Park(Bronx) i Parking Lot Expansion Captree State Park Mr. Jedlicka preformed the survey to support the design and construction for the expansion of the east `F. parking lot at Captree State Park. .I' • Transfer of Property from Federal Government to State Parks (Camp Hero). Mr.Jedlicka reviewed for technical merit for the Regional and Albany Offices, documents that transferred Camp Hero from Federal control to State Parks State Liaison to FEMA for Storm Damage (no name storm 1992): Mr. Jedlicka ;i worked with FEMA representatives calculating quantities and determining Storm Damage for repair due to the federally declared emergency in the aftermath of the "No Name Storm" (1992) 4, ,d r , 1 `Y hf. k }S, ;P i tf ' v 4 j! } r LK&A k TAMARA STILLMAN, P.L.S. Senior Surveyor , Ms. Stillman has over 25 years of comprehensive experience in both office and field E` Education :survey. She has worked on a number of New York State Department of AS,Civil Engineering r `. Technologies,SUNY College of ;Transportation, Term Agreement for Surrey Services (TASS) projects, and as an Technology,1990 ;Assistant Project Manager has interacted with clients on various types of survey and 'mapping projects. ?; Registrations ' Professional Land Surveyor, NY, 'She is experienced in performing topographic, boundary, hydraulic and GPS surveys and ! 2003 ;has completed many transportation and site development projects. Her office �t. experience includes preparing research, downloading and manipulating field data, Professional Societies !mapping, profiles, site plans, grading and preparation of Right-of-Way (ROW) taking .New York State Association of plans and acquisition maps. Her, field experience includes crew chief, instrument person Professional Land Surveyors and rodman duties. She is experienced in MicroStation, V8 and AutoCAD computer ',drafting, and design computer programs such as InRoads, Eagle Point, and Cogo PC. a' Long Island Association of Land ;Representative project experience includes: Surveyors ;NYSDOT Emergency Standby and Pavement Design: Under this "on-call" design Genesse valley Land Surveyors agreement, LKMA prepared plans for fast-track construction assignments for Association I NYSDOT. Projects included design of bridge parapet wall replacement for all of the bridges at the Southern State Parkway/Wantagh State Parkway Interchange, a safety Professional Training OSHA HAZWOPER :study at the Loop Parkway/Southern State Parkway interchange, safety crossings for Construction Safety Training, Ihikers using the Greenbelt Trail on NY 108, drainage improvements on NY Route 107, 2005 deft turn lane designs for Route 27, safety improvements for NY 111 and CR 17, and i; design of ADA-compliant crosswalks and accessible sidewalk ramps at multiple 4, ;locations in Nassau and Suffolk Counties. Services included project scoping, survey and mapping, preliminary design (Phase I-IV), final design (Phase V & VI) and `F 'construction support services. Whiskey Road/Miller Place-Yahank Road Roundabout, Town of Brookhaven: LKMA provided scoping, preliminary design, final design, survey and mapping, right ,of way acquisition surveys, construction inspection services for a modern roundabout ;at the intersection of Whiskey Road with Miller Place-Yaphank Road in Middle Island. The project involved environmental assessments and significant landscape elements. Due to extensive horizontal and vertical alignment difference between existing and +` proposed conditions, the roundabout construction required extensive long term road ;closures. The LKMA team worked closely with the town and with the local school ra° district to minimize the construction impacts. This project received the ACEC Gold ,< <Award at the 2013 NY ACEC Engineering Excellence Awards Dinner. +` ;Mill Pond, Bay Shore: LKMA developed plans for the creation of a new pond adjacent to Penataquit Creek in downtown Bay Shore. The pond will be offline from 'the creek, receiving inflow via a diverter structure at the creek and outflow will be 1controlled with a weir. The pond is designed so that it freezes during the cold winter months, thus, creating a link to the historic "Ice Pond" which was filled in during the dearly 1900s. In addition to developing bid documents, a NYSDEC permit was obtained and survey and mapping services were provided. `Drainage Improvements at Linden Place, Glen Head,Town of Oyster Bay: Project `involved evaluating feasible alternatives for drainage improvements on Linden Place ' _yin the vicinity of Glen Cove Avenue to eliminate a chronic flooding condition which - ,Ft LIEMA TAMARA STILLMAN, P.L.S. Senior Surveyor ,often made the road impassable. The project included a topographic survey of Linden Place,Willow Place, Elm Place and the segment of Glen Cove Avenue between University Place and Elm Place. Hydraulic and hydrologic modeling of the urban jwatershed area was performed using the USEPA SWMM program for a variety of :i.°• istorm frequencies. A drainage report was prepared showing, a variety of "; ;improvement options. The alternative selected by the Town involves the installation of diffusion wells on Willow Place and possibly connecting the drainage system on VI 'Linden Place�to Willow Place by installing a positive connection along Glen Cove Avenue. The project involved coordination and permitting with the NCDPW. } Vest Orlando Street & Neptune Place Flooding Evaluation, Massapequa, Town • �i !` :of Oyster Bay: Project involved evaluating feasible alternatives for drainage improvements on West Orlando Street and Neptune Place located in the Massapequa. Both locations had chronic flooding problems as a result of the roadways low lying elevation relative to the fluctuating water levels of the adjacent t canals. The project included a topographic survey of both West Orlando Street and {. 'Neptune Place. Hydraulic and hydrologic modeling of the urban watershed area was • -performed using the USEPA SWMM program for a variety of storm frequencies. A drainage report was prepared showing a variety of improvement options. The r' `alternatives selected by the Town involve road raising and the installation of tidal ;check valves on the existing positive drainage systems. LKMA also provided full ti construction services. 'SUNY Stony Brook Child Care Signalization Intersection and Roadway: The fprcject scope of work included the planning, design and surveying for creation of a ;new signalized intersection and access roadway to a newly constructed child care center on University property. Topographical surveying of a portion of the 13-acre ;site and intersection location was conducted. Design of the signalized intersection `was conducted for all four approaches and included a new interconnected vehicle- ;E ;responsive traffic signal, roadway turn lanes, and inductance loops. The new 275' access roadway was designed in accordance with University standards and was !coordinated with the needs of the facility. All drawings were produced in AutoCAD in accordance with SUNY standards. f, i V ;Five Term Agreements for Survey Services (PIN S115.13 ) (NYSDOT Region 10): ' ;Open-end survey agreement involving topographic, hydrographic, utility', drainage and property survey(2002-2009). ;NYSDOT Region 10, Route 25, Smithtown, NY: Responsible for deed research, correlation, computation and mapping of the existing highway boundaries and adjacent properties for three miles of state highway necessary for a reconstruction and widening project. Work also included the development of Highway Boundary !plan. AYSDOT Region 10, Route 105, North Bellmore, NY: Responsible for the computation and mapping of all ROW taking maps required for the widening of this section of state highway. }' !NYSDOT Region 10, Route 24, Hempstead, NY: Responsible for the development "# TAMARA STILLMAN, P.L.S. `�C�,��� or Senior Surveyor k, y JI :of a Digital Terrain Model (DTM)for a two mile section of a four lane divided highway. Work included coordinating field crews and correlation of DTM in conjunction with <' planimetric aerial mapping. — ;NYSDOT Region 10, Route 25, Aquebogue, NY: Responsible for necessary field rr 'work and topographic mapping of one mile of state highway.Work included the deed !research, correlation, computation and mapping of the existing highway boundaries ,. ;and adjacent properties, as well as the development of a DTM. § 'NYSDOT Region 10, Route 112, Coram, NY: Responsible for the coordination and ;development of approximately 150 ROW maps for the widening of a five mile section ;of state highway. Work included the determination and computation of right of way ,taking lines. r• 'SCDPW Highways: Project Manager for topographic and property line surveys for. t; • CR 16 • CR 57 • CR 67 • CR 76 • CR 80 • CR 100 NCDPW Highways: Project Manager for topographic and property line surveys for: • Lido Boulevard Cedar Swamp Road •. NYSDOT Region 3, Route 13 Reconstruction, Ithaca, NY: Party Chief for additional 4' field survey work related to the $6 million State highway reconstruction and bridge 'replacement project. Work included right-of-way determination and mapping of data t' collected information, R.O.W.plan,and taking maps. �NYSDOT Region 4, NYS Route 104, Rochester, NY: Phase 1 and Phase 2 Project Mapping Coordinator for the proposed seven mile road reconstruction of the NYS Route ` 104 corridor from the Veterans Memorial Bridge, City of Rochester, to North Greece Road,Town of Greece. Responsibilities included preparing the preliminary Phase 1 right- of-way plan, calculating acquisition areas for 280 properties, providing that information in report form to the subconsultant as well as any additional information needed (regarding title and easements, and tracking the progress of the mapping by creating an ielectronic spreadsheet. TASS, NYSDOT Region 4, Dansville, NY: Instrument person for this five-mile rrenovation project on Routes 63 and 256. Project included data collection survey ilocating all existing conditions and utilities within an approximately 100 foot corridor passing through the village itself. Also responsible for preparing the design files in k MicroStation utilizing NYSDOT feature codes and cell libraries. i kNYSDOT Region 5, NYS Route 78, Erie County, NY: Survey Technician involved in ,f location of the horizontal and vertical photogrammetric control for use in the reconstruction of two bridges and realignment of Route 78 in the Town of Wales. Work ;included the setting and tying of control traverse points, clearing line, locating existing ,right-of-way and property monumentation, and operating the instrument and data !collector to gather the supplemental boundary information. Also responsible for r' TAMARA STILLMAN, P.L.S. k �1Ci��,� Senior Surveyor Y research and generation of Abstract Request Map(ARM). !TASS, NYSDOT Region 5, Tifft Street Bridge and Transportation Corridor, Buffalo, { NY: Instrument person for survey related to the reconstruction and replacement of j' ;3,300 foot long bridge and approaches over 26 tracks and a wetland area. Also r 'responsible for creating the ROW plan map and acquisition maps necessary for the �;. project. '{ 'TASS, NYSDOT Region 5, Southwestern Boulevard/Transit Road, NY: Survey ` ,Technician responsible for creating the existing conditions plan from survey data g )gathered in the field and the preparation of a ROW Plan and 4 acquisition maps resulting k 'from the reconstruction project. n.� TASS, NYSDOT Region 5, Conewango Valley- Balcom, NY: Survey Technician :responsible for creating the existing conditions plan from survey data gathered in the t, field and the preparation of a ROW Plan and 4 acquisition maps necessary for the 'realignment project. s f" ;TASS, NYSDOT Region 4, Fisher Road, NY: Survey Technician responsible for creating :the existing conditions plan from survey data gathered in the field and the preparation, of a Right-of-Way Plan and 4 acquisition maps resulting from the bridge reconstruction project. NYSDOT Region 6, Corning Bypass, NYSDOT, Corning, NY: Instrument person for f field survey for the 3.1 mile relocation of Route 17 in Corning, NY. A$65 million highway ;bypass project that included excessive earthwork cut, flood control changes, 12 new :bridges,and relocation of local streets. ;a -NYSDOT Region 6, Interstate 86, Route 15 Interchange, Gang Mills, NY: Office ` ;technician responsible for recreating the record alignments for NYS Route 17 and Route 15, eight access ramps and some side streets in the area of the proposed new highway a. ` interchange project. This project included recreating the alignments of the Corning 'Bypass. V, ;Bacon Street and Pleasant Street, Le Roy, NY: Instrument person for topographic :survey of existing conditions of-these two streets slated for renovation in the Village of Le Roy. Responsible for research and boundary calculations for the generation of s `mapping of existing conditions, properties, rights-of-way and acquisition maps and legal 'descriptions necessary for the project. r Bausch &Lomb, Rochester, NY: Instrument person for topographic surrey of existing conditions of the site of the new world headquarters office building for Bausch & Lomb. Performed all phases of fieldwork and office calculations associated with the construction of this 21-story structure. } ;Blue Cross Blue Shield, Rochester,NY: Instrument person for topographic survey and LIE&A TAMARA STILLMAN, P.L.S. Senior Surveyor office technician responsible for the mapping of existing conditions on the site of the :F new office building. r,G , Camp Beacon Correctional Facility, Beacon, NY: Instrument person for topographic survey and location of sanitary sewer and water lines at the facility. Project involved {` setting the control traverse and bench run into the site. l;f Canal Ponds Business Park, Rochester, NY: Instrument person for a 300-acre mixed- use development adjacent to the NYS Barge Canal. Responsible for downloading and " plotting survey data collection information and preparation of existing conditions maps. Performed construction layout and as-built survey for roadways, ponds, buildings and utilities on the different sites and completed base mapping as well. i'. Glen Cove Civic Center,Glen Cove, New York: Responsible for generation of geometry plan of building and pile layout. Work included developing a file for the positioning of t„ approximately 850 piles for construction, input of information into data collector for use in field, and operating the instrument for pile stake-out, location and elevation. Also 'drafted required geometry and location plans. Frontier Stadium, Rochester, NY: Party Chief and Instrument person for the boundary -and topographical survey of properties relevant to the building of a new baseball stadium/sports facility. Responsibilities also included generating the boundary map, topography map and various appropriation maps for the project. i� Griffiss Business and Technology Park, Rome, NY: Survey technician involved in the survey and mapping associated with the realignment of the Griffiss Air Force Base into a 4 Business &Technology Park. Survey included detailed topographic and utility mapping to facilitate the design of new roads and subdivision of new out parcels. Leroy Avenue, Buffalo, NY: Crew Chief and Instrument Person for the metric horizontal and vertical survey control and topography for the replacement of the bridge over Consolidated Railway railroad tracks. This project included a 2.4 mile control traverse between two NGS monuments, an 8-mile bench run between NGS monuments and 700 feet of topographical survey. Also responsible for processing the data collected + 'information and creating 3-D metric base map of site. Monroe Avenue Improvement Project, City of Rochester, NY: Instrument person involved in the right-of-way mapping and data collection survey on this $3 million urban arterial project The survey baselines for the project were tied to the NYS Plane 'Coordinate System (NAD83). Right-of-way line determination, high definition data P. collection and utility mapping were required in order to prepare a Comprehensive Base Map to facilitate the design. This project was awarded the 1999 Transportation "Project of the Year'by the Genesee Valley Chapter of the American Public Works Association. f Property, Callicoon, NY: Instrument person for boundary survey of approximately 80- acre parcel of wooded, mountainous, virgin terrain. Project included locating existing evidence of property boundaries on over 100 acres of land, setting control traverse, clearing lines and appropriate data collection. '�i I TAMARA STILLMAN, P.L.S. „ LIC�11®1 Senior Surveyor Scour Study, New York State Thruway Authority: Instrument person in the field 3; survey and office mapping of a portion of 34 individual sites requiring photogrammetric Y€, ;control and cross sectioning of waterways. One site, for example, included the scour study of the bridges to Grand Island. We were required to traverse the SR 190 Northbound Bridge over the Niagara River in order to collect topographical data t ;information below the bridges. `Wal-Mart Stores, Inc., Geneva, NY: Instrument person for boundary survey of site. k; ;Work included field pick-up of existing monumentation and control. Responsible for s; ;helping determine location, elevation and depth of test wells on site. Determined earthwork calculations by grid and sections of site area. Participated in drafting sheets ;for site plans in MicroStation. tf } �f} t .y r7' I D , k' + iri+ i }e ti 1 .A I ti t, t} f .aS ANDREW SPEISER LIKAKAAsbestos Abatement Manager b Mr. Speiser has over 35 years of diversified experience in the preparation, conduct Education and analyses of a wide variety of environmental studies. During that time, he has c BS,Aeronautics-Meteorology, i participated in numerous air quality, noise and hazardous waste site investigations, Parks College of Aeronautical with a particular emphasis in the fields of transportation and of landfill ' Technology,St Louis University, construction/closure. His background includes experience in the design, i; 1975 implementation and coordination ,of sampling programs; data assessments; health MS,Atmosphere Science,SUNY ` and safety issues; permitting; wetlands; and, report development (including g; at Stony Brook,1979 Environmental Impact Statements/Assessments, Phase I site assessments, Phase II site contamination investigations, and asbestos assessments). He has conducted Professional Training both indoor and outdoor ambient air quality investigations, as well as associated Y OSHA HAZWOPER Training dispersion modeling for residential, commercial, industrial and municipal clients. j (since 1987) OSHA Confined Space Training Mr. Speiser is currently certified by NYSDOL as an asbestos inspector and project ' (since 1996) designer, and has participated in the past as an asbestos supervisor, project monitor OSHA 10-Hr.Construction Safety and air sampling technician. He has been responsible for numerous asbestos projects Training (2005) i for NYSDOT,the New York City Department of Sanitation, and local municipalities. OSHA Lead in Construction Training(2007) 4 He has been designated as the site safety officer on a number of hazardous waste NYSDOL Asbestos Inspector and site investigations, with responsibility for the training and oversight of both site Project Designer workers and investigation activities. Mr: Speiser has specialized training in the conduct of hazardous waste site investigations and in confined space entry .x NITON X-ray Diffraction meter procedures. Finally, he has been responsible for the planning and conduct of training for detection of lead in ambient air and subsurface vapor sampling studies; supervision of groundwater . paint(1995) monitoring well installations; collection of surface and subsurface water and soil samples; and, overall project health and safety monitoring. MTA:LIRR&MNRR—Roadway ff Worker Protection Training I { Representative project experience includes: ii NYSDEC Erosion&Sediment f Control Training(since 1999) Term Agreement for Asbestos Assessment & Remediation Design, Regions 8, 10 &11 (NYSDOT D031071, PIN S000.13). Term Agreement services included highway, building and bridge inspections, sample collection, data analysis, abatement design, abatement monitoring and reporting Responsible for all aspects of contract management, staffing, data review, reporting, scheduling and subconsultant ` coordination. (Fee: $2.70 M; Current; Role: Contract/Project Manager,Inspector/Project 4{ Designer). f<< Term Agreement for Asbestos Assessment & Remediation Design, Regions 8, 10 &11 (NYSDOT D030925). Term Agreement services included highway, building and bridge inspections, sample collection, data analysis, abatement design, abatement monitoring and reporting for 89 assignments. Responsible for all aspects of contract x management, staffing, data review, reporting, scheduling and subconsultant ' I coordination. (Fee: $2.75 M; 2011-2014; Role: Contract/Project Manager, `> Inspector/Project Designer). Term Agreement for Asbestos Assessment & Remediation Design, Regions 8, 10 &11 (NYSDOT D030534). Term Agreement services included highway, building and 4 bridge inspections, sample collection, data analysis, abatement design, abatement monitoring and reporting for over 70 assignments. Responsible for all aspects of Y _ a contract management, staffing, data review, reporting, scheduling and subconsultant { ANDREW SPEISER LKARA Asbestos Abatement Manager coordination. (Fee: $2.25 M; 2008-2011; Role: Contract/Project Manager, Inspector/Project Designer). Term Agreement for Asbestos Assessment & Remediation Design, Regions 8, 10 & 11 (NYSDOT D015407). Term Agreement services included highway, building and bridge inspections, sample collection, data analysis, abatement design, abatement ft monitoring and reporting for over 32 assignments. Responsible for all aspects of contract management, staffing, data review, reporting, scheduling and subconsultant 4 coordination. (Fee: $900 K; 2004-2007; Role: Contract/Project Manager, Inspector/Project Designer). Term Agreement for Asbestos Assessment & Remediation Design, Regions 8, 10 &11 (NYSDOT DO15304). Term Agreement services included highway, building and Fjl bridge inspections, sample collection, data analysis, abatement design, abatement monitoring and reporting for nearly 30 assignments . Responsible for all aspects of S` contract management, staffing, data review, health and safety, scheduling, reporting and subconsultant coordination. (Fee: $450 K; 2003-2006; Role: Contract/Project Manager,Inspector/Project Designer). Term Agreement for Asbestos Assessment & Remediation Design, Regions 8, 10 ` & 11 (NYSDOT D010009). Term Agreement services included inspections, sample collection, data analysis, abatement design/monitoring and reporting for assignments at bridges, highways, commercial and residential structures. Responsible for all aspects of contract management, staffing, data review, health and safety scheduling, reporting �, r= and subconsultant coordination. (Fee: $350 K; 1997-1998; Role: Contract/Project >' Manager,Inspector/Project Designer). ?; Bridge Lane over Sagaponack Pond, Southampton, Suffolk County (Town of w` Southampton): Performed an initial visual screening assessment and subsequent t detailed site inspection and sampling for the presence of asbestos containing smaterials associated with the design for renovation of this 90 foot long, 6 span structure. (2012; Sr. Environmentalist). <, Islip Beach Concession Building, Islip, Suffolk County (Town of Islip): Performed an inspection and sampling of a 1500 SF structure for the presence of asbestos containing materials in association with a demolition plan for this building damaged Ef by Hurricane Sandy. (2013; Sr. Environmentalist). Former Chalet Building at Bald Hill, Suffolk County (Town of Brookhaven): Performed an inspection and sampling, and coordinated subsequent abatement ' activities, of an approximately 9,000 SF structure for the presence of asbestos containing materials in association with a renovation project to restore and improve this public facility after fire damage. (2013; Sr. Environmentalist). Construction Inspection Services, Robert Moses Causeway over Fire Island Inlet "r Bridge Rehabilitation, Suffolk County (NYSDOT) Region 10: Construction ;e inspection services for a $ 16.5 million rehabilitation project of the bridge located along the Robert Moses Causeway, from Ocean parkway to Fire Island for 0.8 miles a'! i in the Town of Islip in Suffolk Count . The work includes removal of the existing lead ,;• ANDREW SPEISER r, LK&A Asbestos Abatement Manager contained coating system and replacement with a 3 full coat 1 stripe coat epoxy '} polyurethane system. Also included are repairs or replacement of steel elements. Conducted lead paint training seminars, Respiratory Protection training and j, respirator fit testing. Coordinated medical surveillance program. (Completion: Current; Role:Industrial Hygienist). ?' Bridge Cleaning & Painting — Various Locations, Nassau and Suffolk Counties (13015198, PIN 0806.83.321), NYSDOT Region 10: Construction Inspection !;,• services for the cleaning, lead-based paint removal and steel surface recoating activities on various bridges in Nassau and Suffolk Counties. The 12 bridges involved spanned Highways (9), the LIRR (2) and a marine channel (1). Class A rj and/or Class B containment systems were utilized depending on location. Project also included extensive MPT effort, significant night work, LIE lane closures, { coordination with U.S. Coast Guard and LIRR Developed project Health & Safety Plan and Lead Exposure Control Plan. Conducted Respiratory Protection training and respirator fit testing. Coordinated lead paint training seminars and medical i` surveillance program. Conducted personal exposure monitoring for particulates and audited contractor workplace safety practices for adherence to OSHA regulations and project specifications. (Construction Cost: $1.7 M; Completion: 2004; Role: Industrial Hygienist). '4 United States Air National Guard — Roslyn Site, Nassau County: Inspection, sampling and evaluation of lead shot present in the indoor pistol/rifle range. Coordinated remediation program for removal of lead from the facility. Also conducted quarterly water sampling from oil/water separator at truck wash facility for SPDES compliance. i!. Lead Certifications - Commercial Plumbing Inspections: Inspection and collection of pipe solder samples for laboratory analysis of lead content for compliance with solder content regulations. r •R, .t ,s i l i •`1l :r f: .,i, $r KEVIN QUINN L11AA Senior Inspector Education Mr. Quinn has over 10 years of diversified construction experience in a variety of BS, Biology,Southampton construction projects including roadway reconstruction, parks development, new College of Long Island University, building construction, marine construction and rehabilitation of existing building 'i 2006 structures. Other construction monitoring assignments have included, landfill cell construction, demolition/asbestos abatement and bluff rehabilitation projects. Representative project experience includes: Professional Training OSHA Construction Safety Windswept, Inc. Village of Ocean Beach, N.Y.:As a result of Super Storm Sandy the Training,2005 Village owned building and property was seriously damaged by water intrusion, wind NYSDOL Asbestos and debris. The rehabilitation and restoration of the facility needed to be coordinated j' Inspector/Project Monitor/Air with FEMA and the Village of Ocean Beach planning and zoning codes governed by Sampling Technician high seasonal occupancy. Construction is defined within two (2) separate phases within a multi-year construction cycle scheduled for out of season occupancy.The initial scope ACI Concrete Field Testing of work includes selective demolition, lifting and moving the existing three story wood Technician-Grade 1 frame structure, installation of new woof pile foundation and resetting the structure > onto the new foundation. Upon completing this scope exterior decking, stairs and SDEC Erosion&Sediment Cohandicapped ramps will be installed. The scope of work included within the second Control Training,2013 phase includes the finishing of the interior and exterior of the structure, including new full service emergency generator, mechanical, electrical and plumbing, all conforming to the current Building Code of New York State. i Village-Wide Pavement and Drainage Study,Village of Shoreham: Preparation of a comprehensive evaluation of the existing roadway and drainage facilities The study included a complete inventory of drainage facilities and an assessment of the existing pavement conditions for more than five miles of roadways. The US EPA's Storm Water Management Model (SWMM), created for the Village's stormwater system, was utilized y; to identify deficiencies and develop proposed drainage recommendations. Prioritized recommendations to improve pavement and drainage, accompanied by phased construction costs, were prepared. The recommendations included "Green Infrastructure Practices" where appropriate, as well as shore stabilization improvements • for the terminus of the main outfall pipe. '6 -' Town of Brookhaven FEMA Reimbursement: LKMA was responsible to sufficiently detail what change to the Project Worksheet's Scope of Work (SOW), including the r Hazard Mitigation Proposal (HMP). The detail included, as applicable, changes in -;; dimensions, materials, footprint (provide map/drawing of new foot print with respect to existing); location, whether digging, structural removal, site work (i.e. tree removal), access roads was anticipated;whether work to be done was by Contract or force account k (annual contract). The project also required LKMA to identify the cost attributable to the SOW change(s) including any costs that would be avoided when implemented. We include any documentation supporting the cost estimate. Our resources were required to provide justification for the change(s) including, as applicable, cost effectiveness/reasonableness;whether related to newly observed additional damages at the time (provided short explanation why the damage was not observed during the initial inspection and why the damage was related to the disaster) or not; related to i code/standards or regulatory requirements (provided reference & a copy of the referenced requirement); best engineering/construction practices(provided explanation); recommendations by engineering consultant (included documentation of the KEVIN QUINN l,i LKARA Senior Inspector recommendation); proposed HMP (with explanation what damages were mitigated by the change); or related to a substantial increase in cost (provide documentation i.e. contract bid proposals/quotes). The project also included discussions of eligibility under the Stafford Act. Lastly, our staff was responsible to identify any regulatory timeframes and whether the work was covered by existing permits or required a new permit; amendments to any existing permits; or if application for regulatory approval was needed. Included in this assignment was any regulatory documentation received related to the change. If a change in the foot print involved a historic structure, we were expected to indicate whether State Historical Preservation Office (SHPO) had been _ contacted. Town of Southampton; Serving as Deputy Superintendent, oversee reconstruction of 450 miles of roadway and highway drainage systems on Town roadways, including the milling and paving of Dune Road. Work includes overseeing various drainage improvements throughout the town and preparing estimates and final payment review. Village of Ocean Beach Ferry Terminal (Village of Ocean Beach) Project Involved survey and engineering services relative to the replacement of 550 linear feet of timber bulkhead and 8,200 square feet of freight and passenger dock. New bulkhead is an epoxy coated steel bulkhead. Unique aspect of project was the design of a precast concrete decking system for the freight dock area. Since the project was federally funded under the ferry boat discretionary program, the contract documents were developed in accordance with the latest NYSDOT standards. Cost of project is approximately$3 million. Nassau County Resurfacing Projects Various Locations— Lynbrook, Woodmere, Malverne, Valley Stream, NCDPW: Served as Inspector for roadway, drainage and traffic improvements on various mayor arterial highways with significant traffic volume. These various Roadways included Peninsula Boulevard (3.7 miles-Rockaway Turnpike to Sunrise Highway); Branch Boulevard (0.9 miles-Peninsula Boulevard to Hungry Harbor Road); Lakeview Avenue (0.6 miles-Peninsula Boulevard to Ocean Avenue); and Ocean Avenue (1.2 miles-Peninsula Boulevard to Hempstead Avenue). MPT played a significant role in the successful construction of the project. Prepared inspection reports including construction quantities for payment using NCDPW procedures. These services were provided under LKMA's On-Call Construction Management Agreement with the County. (2013-2014, Construction Inspector) S Route 25A Manhasset Inspection of Sewer Line Construction - vicinity of s Plandome Road to Shelter Rock Road (NYSDOT Permit Project) — Inspector for 4` the construction of a new sewer line on Route 25A. Involved excavation, shoring, installation of pipe, MPT and night time construction. All inspector reports and records were kept in accordance with NYSDOT requirements. (2013-2014) Knightland Village — NYSDOT Highway Work Permit (Route 25A). Mr. Quinn coordinated and attended a pre-construction/kickoff meeting as required by the NYSDOT in order to initiate the construction of a driveway with roadway improvements on Route 25A in Wading River Oust west of the Eastwind Hotel & iKEVIN QUINN L11AA Senior Inspector "< Catering Facility). The driveway on Route 25A will provide access to a new complex comprised of small shops and a restaurant. Kevin's responsibilities required for this assignment included preparation of-Inspectors Daily Report (IDR) in conformance with standard NYSDOT practices, monitoring of work and the identification of materials delivered to the site, review and comparison of drawings (by VHB) with i; construction activities to control/correct materials and placement of same. 'Mr. ' Quinn will assist in generating a punch list of items for corrective measures. Carman Mill Road Water Main Replacement, Massapequa' New York (NYSDOT Permit Project) — Inspector for the construction of a new water line on Route ik 27A. Involved excavation, shoring, installation of pipe, backfill, pavement restoration and related incidental construction, MPT and both day and night time construction. All inspector reports and records were kept in accordance with NYSDOT requirements. (2014-2015) Woodbine Marina Rehabilitation and Expansion — Northport, Town of Huntington: Inspector for rehabilitation of an existing bulkhead that was in a state of disrepair as well as a reconfiguration of floating docks. Involved dredging, mooring piles, floating docks including gangways, wind/wave screen systems, ice fF. protection bubbler system, epoxy coated steel bulkhead, 30 additional boat slips, -sanitary pump out facility, and electrical utilities within the dock areas. Involved F Al significant MPT as well as public outreach to minimize impact to adjacent Village of I Northport park and recreational facilities. (Inspector 2013-2014) Road Improvements in Carle Place: Kevin was the Chief Inspector on this $3.7 ` Million road reconstruction project for the Town of North Hempstead. In addition to providing full-time inspection services, he monitored the contractor's scheduler, , 4} reviewed shop drawings, and reviewed the contractor's requests for payment. The i •construction work included asphalt roadway pavement, drainage, concrete sidewalks, driveway and lawn restoration and significant MPT. (2012—Chief Inspector) 'CR80 Streetscape, Main Street, Center Moriches, Town of Brookhaven: Kevin was the sole, full time construction inspector on this important main street - beautification, project in the Center Moriches Business District. The project spans almost a mile and included the demolition/reconstruction of the roadway and curbing in front of dozens of businesses, a shopping center, fire house and an e I elementary school. The project also included the installation of streetscape improvements including architectural lighting, decorative sidewalk and street furniture. Kevin played a critical role in community outreach between the Town, Suffolk County, community and the school district. Equally important was his ability t to maintain access to the various businesses as well as the Fire Dept. during a construction. ($2 million, 2011, Construction Inspector)� 4� Parks Administration Building, Town of Brookhaven: Mr. Quinn was the sole, full time construction inspector for this 12,000 sq. ft.; LEED certified building (seeking Gold). With his guidance the building was completed on—time in May 2011 and under budget at$4.9 million. Building features include: +' ; �; • The entire building (walls and roof) are constructed of structural insulated . {1`------- ---_---_ - - -- -.. _ . i KEVIN QUINN LILARA Senior Inspector panels (SIP'S). These are like an insulation sandwich and have a higher uninterrupted insulation value and lower air leakage than typical construction. { • The building uses a geothermal system for both heating and cooling. • It has an under floor air distribution system for all heating and cooling. This puts the conditioned air within a person's comfort zone, not up at the ceiling. Occupants also have more control over the air by being able to shift floor panels with the heat/AC registers PV system (solar panels) — the south roof has a 20kW photovoltaic ' system. LIPA rebated approximately$57,000. r' The light fixtures installed are energy efficient fixtures which will cut down on electrical consumption. f` The offices and conference rooms have motion sensing light switches which turn'the lights of half power when someone enters the room. If increased ". lighting is needed, the occupant can turn the lights to full power. The lights 4` will automatically shut off if the room is unoccupied for any length of time. ` The exterior siding is a concrete shingle which will not rot and requires very little maintenance. Term Agreement for Asbestos Assessment&Remediation Design,Regions 8,10 s' &11(NYSDOT D031071,PIN 5000.13). Term Agreement services included highway, building and bridge inspections,sample collection,data analysis,abatement design, jIt' abatement monitoring and reporting. Responsible for inspection,sampling and report a, i preparation. (Fee:$2.70 M;Current; Role:Inspector). Term Agreement for Asbestos Assessment & Remediation Design, Regions 8, 10 &11 (NYSDOT D030925). Term Agreement services included highway, building and ? bridge inspections, sample collection, data analysis, abatement design, abatement monitoring and reporting. Responsible for inspection, sampling and report preparation. Fee:$2.0 M;2011-2014; Role:Ins ector Term Agreement for Asbestos Assessment & Remediation Design, Regions 8, 10 &11 (NYSDOT D030534). Term Agreement services included highway, building and bridge inspections, sample collection, data analysis, abatement design, abatement ! 'monitoring and reporting. Responsible for inspection, sampling and report ,} preparation. (Fee: $2.25M;2008-2011; Role:Inspector) Term Agreement for Asbestos Assessment & Remediation Design, Regions 8, 10 &11 (NYSDOT D015407). Term Agreement seances included highway, building and bridge inspections, sample collection, data analysis, abatement design, abatement monitoring and reporting. Responsible for inspection, sampling and report preparation. (Fee:$900K,2007; Role:Inspector) Term Agreement for Asbestos Assessment & Remediation Design, Regions 8, 10 & 11 (NYSDOT D015304). Term Agreement services included highway, building and fc bridge inspections, sample collection, data analysis, abatement design, abatement } monitoring, and reporting. Responsible for 'inspection, sampling and report `R- preparation. (Fee:$450K;2005; Role:Inspector) rc ° ' West Meadow Beach Cottages Demolition and Beach Restoration, Town of KEVIN QUINN F` L11AA Senior Inspector s Brookhaven: Project entailed construction management and inspection services for 'r. the proper demolition and removal of ninety (90) cottages located at the West Meadow Beach Facility in Stony Brook, New York. Assisted in managing Town of Brookhaven Forces (heavy construction equipment and labor force) performing i demolitions, sort separation of waste, proper waste removal/disposal, asbestos abatement monitoring and restoration of the existing beach area. Also entailed coordinating subconsultant and analytical laboratory services. All work was progressed according to NYS Department of Labor and NYS Department of Environmental Conservation compliance requirements. (2004; Construction T' Inspector) Town of East Hampton - Springs Youth Building: provided full time construction ' inspection on the 4,100 square foot Structural Insulated Panel (SIP) building. Kevin was responsible for day to day quality control measures as well as coordinating all Town required inspections on this successful project. (2009;Construction Inspector) S Town of East Hampton — Marine Museum, Amagansett: provided cursory construction monitoring to rehabilitate the exterior of a historic museum located on Bluff Road in East Hampton. (2007;Construction Inspector) Town of East Hampton—Greenhollow Woods Subdivision, Wainscott: provided full time construction monitoring services on this Town sponsored project which created (26) affordable single family homes on one-half acre lots for East Hampton residents. (2010; Construction Inspector). F,S 4 Town Of East Hampton Springs Fireplace Road Apartments: provided full time tr construction monitoring services on this project which created (26) affordable apartments for residents of East Hampton. Six (6) separate apartment buildings ' were constructed as well as a maintenance building on six (6) acres of Town owned land. Two separate contracts were utilized to complete the work. The site work was completed with an $800,000 public bid contract. All of the clearing, roadway, drainage, utilities and landscaping were completed utilizing the site work contract. ?- The second contract to construct the buildings was for $4.2 million. Engineering services included surveying, permitting, design, and construction monitoring. LKMA worked closely with the East Hampton Housing Authority and Planning Department to make this project a success for the community. (2009; Construction Inspector) Ra, Stephen Hands Path Athletic Fields, Town of East Hampton: Provided E'F construction inspection for the development of a new sports complex for the Town ° of East Hampton. Two multi-purpose natural grass fields were constructed as well as a comfort station/maintenance building, children's playground and a jogging path. ($960K; 2004; Construction Inspector). Ar Terry King Park— Hockey Rink, Town of East Hampton: Conducted construction inspection services during development of a Town owned Hockey Rink facility. The steel building was 24,300 sq.ft. and was built to enclose a state of the art roller hockey f rink. ($1.7 million;2005;Construction Inspector) %. Safety Town—Holtsville Park,Town of Brookhaven: provided full time construction KEVIN QUINN L11AA Senior Inspector inspection services for a 2,610 square foot building with a classroom, office and .' bathrooms, associated site work and a miniature village within the Town of Brookhaven's Holtsville Park. At Safety Town, schoolchildren will be instructed in pedestrian and bicycle safety, first in the classroom, then through a "hands-on" experience using bicycles and miniature electric vehicles in the adjacent village. The i: . project was designed using "Green Building"guidelines and incorporates a photovoltaic E: system as well as efficient fixtures and mechanical systems. The project was bid in 2008 f. and came in on budget. ($1,032,800;2008,Construction Inspector) Medford Athletic Complex, Town of Brookhaven: conducted inspection services €' during the construction of three (3) synthetic turf ball fields, comfort station, sports t.; lighting, parking, landscaping and drainage. One multi-purpose field and two baseball fields were constructed at this site. ($4 million, 2010, Construction Inspector) ;> Diamond in the Pines,Town of Brookhaven: conducted inspection services at a 7` 52 acre site dedicated to the Town of Brookhaven from the developer of the Condominium Complex directly across County Road 83 titled "Avalon Pines. In 2006 LKMA was directed to develop a conceptual plan for the proposed "mega-park". ' The first phase of site improvements included the construction of a full size multi- purpose synthetic turf field, ball field lighting system, expansion of the existing parking, a new playground assembly, a handicap football field (deco-surface) and a new park pavilion accompanied by shade trees. ($2.5 million, 2006, Construction Inspector) Landfill Cell 6 Phases II, Town of Brookhaven - Construction of a "state of the $, art"ash and municipal waste landfill. This project included field inspection, QA/QC iJ i monitoring including soil testing of the two foot bentonite soil liner system, and destructive/non-destructive testing of the synthetic liner systems. Construction also included subsurface grading, geocomposite drains, geotextiles, drainage installation, geosynthetic clay liners, a tracer distribution system, side riser pumps, side riser valve chambers and electrical control panel's. Responsible for construction certification submission to NYSDEC. ($5,200; 2005; Construction Inspector) Landfill Cell 5, Phase B Capping, Town of Brookhaven: Design and construction of a capping plan for a 16-acre portion of the landfill in accordance with NYSDEC Part 360 requirements. Projects involved design of gas venting and collection layer f: on select granular material, liner installation, geosynthetic, drainage, geocomposite subdrain system, landscaping, erosion control and access/haul roads. Composite Y cap design included geomembrane and geocomposite layers. Responsible for conducting construction monitoring ($3.5M; Construction Inspector) Springs-Fireplace Road Landfill Cap Closure, Town of East Hampton: Project t involves the capping of a municipal landfill according to design plans prepared in accordance with NYSDEC Part 360 requirements. Projects elements include gas venting and collection layer on select granular material, liner installation, y geosynthetic, drainage, geocomposite subdrain system, landscaping, erosion control Y and access/haul roads. Composite cap design is comprised of geomembrane and ;` geocomposite layers. Responsible for conducting construction monitoring. ($2.5M; >4' LIKARA j KEVIN QUINN Senior Inspector Construction Inspector). ? Islip Beach Concession Building,Islip, Suffolk County(Town of Islip): Performed `. an inspection and sampling of a 1500 SF structure for the presence of asbestos r E containing materials in association with a demolition plan for this building damaged by Hurricane Sandy. (2013;Inspector). Sayville Beach Pavilion Building,Islip, Suffolk County (Town of Islip): Performed .; an inspection and sampling of a 3,200 SF structure for the presence of asbestos containing materials in association with a demolition plan for this building damaged by Hurricane Sandy. (2014;Inspector). Former Chalet Building at Bald Hill,Suffolk County(Town of Brookhaven): Performed an inspection and sampling, and coordinated subsequent abatement A activities, of an approximately 9,000 SF structure for the presence of asbestos f« v containing materials in association with a renovation project to restore and improve r y this public facility after fire damage. (2013;Inspector). Y" Mill Pond in Bay Shore, Town of Islip: Project pertained to development of a parcel adjacent to a stream into an ice pond/skating facility. Included collection and analysis of subsurface suspect asbestos containing materials uncover during construction activities as well as soil and groundwater samples as part of a Phase II i Hazardous Materials/ Contaminated Materials site investigation. Required coordination with NYSDEC for remediation and disposal of contaminated and hazardous wastes encountered. (2013;Inspector). �f. ';• Kings Park Landfill Cap Closure, Town of Smithtown: Project involved the capping of a municipal landfill according to design plans prepared in accordance ` with NYSDEC Part 360 requirements. Projects elements included gas venting and collection layer on select granular material, liner installation, geosynthetic, drainage, geocomposite subdrain system, landscaping, erosion control and access/haul roads. t Composite cap design was comprised of geomembrane and geocomposite.layers. Responsible for conducting construction monitoring. .4• I L � 5( . t 1 - ry 1 \ I SECTION 3.0 RELEVANT PROJECT EXPERIENCE The majority of the type of work done within municipalities on Long Island are renovations. Throughout the years, LKMA and N&P have singularly and collectively, continue to successfully program, design, bid and support construction' on numerous renovation projects for several municipalities located within Nassau and Suffolk Counties. The project team continues to provide professional services for renovation projects throughout Long Island municipalities, as - well as various public and private entities. The experience acquired from working on renovation projects eliminates the learning curve and broadens the practical experience of LKMA and N&P staff. Over the past eight years, the current architectural staff of LKMA have successfully completed numerous renovation projects with broad range scopes of work for the City of Long Beach, Town of Islip, Town of Brookhaven, Town of East Hampton, Town of Southampton and Town of North Hempstead in addition to a few local Fire Districts. The initial procedures to approach a project have been previously established. The methodology of material and product research, code analysis, life expectancy predictions, maintenance benefits and construction estimates relative to budget have long been established and is a standard method of practice for experienced LKMA staff. Relevant project experiences have broadened the way our design team approaches a project from the initial design meeting through preparation of construction documents, bids, award and construction support until the project is closed out on time and within budget. The advantages to the Town of Southold of selecting the project team of LKMA and N&P are cost, previous experience retained from similar projects, proven track record of accomplishment as a team working together, familiarity with the project, location and accessibility to key team members. Project team staff have built relationships over the past years that eliminates any learning curve required to work together. Staff members have not been recently acquired, assigned to a manager and lost within a large up-island firm. LKMA continues to work for the Town of Southold on numerous projects. Photo data sheets may be found at the end of this Section. 3.1 Client References LKMA believes that there are several elements relevanVto evaluating consultant performance: These include technical excellence, experience on similar projects, responsiveness to client needs under a variety of conditions, and the successful completion of work on time and within budget. We believe our track record is outstanding in these areas and is directly responsible for the success our firm has enjoyed for more than 50 years. LKMA is particularly proud of our client relationships and encourages you to contact any of our clients. Following are some of the clients for whom we have provided similar services: Paul DiMaria, Joseph Febrizio, Commissioner of Public Works Deputy Commissioner Town of North Hempstead Department of Public Works Department of Public Works City of Long Beach 285 Denton Avenue One West Chester Street— Room 404 New Hyde Park, NY 11040 Long Beach, NY 11561 516-739-6710 516-431-1011 Town Owens, Ed Morris, Commissioner Commissioner of Public Works Town of Brookhaven Parks Town of Islip '- 286 Hawkins Road 401 Main Street Centereach, NY 11720 Islip, NY 11751 631-451-6140 , 631-224-5611 John Crowley, Commissioner East Islip Fire District 6 Wyandanch Road East Islip, New York 11730 631-581-5965 1 IISTPURROWARUTIONS PROJECT NAME: LONG BEACH CITY HALL FAQADE REHABILITATION CLIENT REFERENCE: .JOSEPH FEBRIZIO, CITY ENGINEER X CITY OF LONG BEACH 516-431-1011 tib, 04' LKMA's Senior Architect was responsible for the architectural design of this municipal project. Key elements of this $400,000.00 capital project required architectural services for the masonry rehabilitation of the City Hall fagade including brick replacement, pointing, soffit repairs, asbestos investigation, roof-top cable management and selective demolition. .Fagade Existing Condition 4 CAPITAL PROJECT MASONRY REHABILITATION R -ROOFING/BRICK REPLACEMENT ASBESTOS INVESTIGATIONS 2014 COMPLETION !! s X. •, _moi �'� � _, `+.` -�"S-'- ..•tom•^-d•4''t"•"}' --_+=,-. r J _ 1 's Fa4ade=After-Rehabilitation = 437 SOUTH COUNTRY ROAD 25 NEWBRIDGE ROAD,SUITE 304 BROOKHAVEN,NY 11719 HICKSVILLE NY 11801 • 286-8668in 1 T.HAY'SCHALL [NESI I"I SOLUTIONS PROJECT NAME: ROOF REPAIRS- CHARLES J. FUSCHILLO PARK, CARLE PLACE CLIENT REFERENCE: PAUL DIMARIA �p�NOAfyy COMMISSIONER DEPARTMENT OF PUBLIC WORKS TOWN OF NORTH HEMPSTEAD S '� .a 516-739-6710 f� l''t�6}4y � •r 9��OV 111 LKMA prepared plans and specifications for the re-roofing of the community building within the Charles J. Fuschlllo Park. The scope of work included removal of all original 1960's built-up flat roof areas, identify and removal of asbestos containing materials, masonry restoration of counter flash- ing, replacement of original clearstory windows and interior restoration of the main lobby ceiling ex- cessively damaged from extensive water penetration. The construction was carefully scheduled to allow for beneficial occupancy of portions of the building by the community during the day and on weekends. The Park also remained open to the public during the construction phase of the project. _---.-= _rte _ •• � . . _ . - �.�arc 4 . � �~��!�� . k • My ;y,� 1 - V f�� r' .S f• '�-'�h i yiYti , II ° TOMORROW'S PROJECT NAME: OCEAN BEACH FERRY TERMINAL RECONSTRUCTION CLIENT REFERENCE: STEVEN BRAUTIGAM, CLERK/TREASURER �d9csea VILLAGE OF OCEAN BEACH 631-583-7597 } Subsequent to the destruction caused by Superstorm Sandy, LKMA provided the site survey, marine engineering, site and civil engineering, architectural design and construction support services for a two phase ferry terminal construction project. The first phase of the project included reconstruction ` of the entire ferry basin including bulkhead replacement and new precast concrete freight docks. The second phase included a new ferry terminal building designed to meet FEMA requirements. The Ferry Terminal acts as the gateway for over 500,000 visitors coming to the Village each year. NEw FERRY TERMINAL BUILDING r '.. FREIGHT & PASSENGER FERRY DOCKS 9 STEEL BULKHEAD DESIGN 0 PRECAST CONCRETE FREIGHT DOCK 2018 COMPLETION COST $7,300,000 CONSTRUCTION w ..- -- �,Y-•� - p■ w �"»ps°��`�r, Ifl/ff ���J��'.-v-=�.N'.�"�--"-_ ':-.:�- N �'-.r..�,.a.. ._ - ... - ,� �.%'` �'W x[• 4 r -, ..n, y"�� y rel ��� '-`r; t� ® , IIS TOMORROW'S PROJECT NAME: ROOF REPAIRS AT THE PORT WASHINGTON COMMUNITY CENTER, MANORHAVEN p{NOA/yyb CLIENT REFERENCE: PAUL DIMARIA zo \} COMMISSIONER/ DEPARTMENT OF PUBLIC WORKS TOWN OF NORTH HEMPSTEAD cOUIyTV,��. 516-739-6710 LKMA prepared design and construction documents to replace roofing, rooftop mechanical equip- ment & ductwork on the Port Washington Community Center. The scope of work included removal of original built-up roofing and EPDM roofing, flashing and counter flashing, pitch pockets, replace- ment of original rooftop mechanical equipment, reuse of selected rooftop equipment and replace- ment of all roof mounted ductwork. In addition all identified asbestos containing materials within the roof assemblies were abated and removed. Construction schedule was accelerated to decrease the time the facility was closed for public occupancy. rr - ijjv"01 ASBESTOS ABATEMENT ACCELERATED CONSTRUCTION SCHEDULE 2013 COMPLETION -.-``•`ti°mss 4.c'� '-3',- CJs � '�f�=��,ti:=„"�`� ,T i {,,d• $317,000 - 0 `qDC� 71 Te O A 4p 0[i E +oct ®e9® R �Or7�✓am OQ©® O l , ,,Y�?` X. V,(F`'i•"' _:�,..-Ks' 1. d.,�t fir. a"-.Y+G_4rls ` `Y�7t'=L+�,i ?FIt'^.•S"i -e �u• 437 SOUTH COUNTRY ROAD 25 NEWBRIDGE ROAD,SUITE 304 BROOKHAVEN,NY 11719 HICKSVILLE NY 11801 • 286-8668 • 286-8668 IA IISTOMORROW'SI 1 U I 10 PROJECT NAME: OLD TOWN HALL N ASBESTOS ABATEMENT / SELECTIVE DEMOLITION 00CLIENT REFERENCE: ED MORRIS TOWN OF BROOKHAVEN PARKS & RECREATION 631-451-6140 The Town of Brookhaven retained ownership of the former Brookhaven Town Hall Facility situated in the Village of Patchogue. In November of 2007 LKMA prepared bid documents for two separate con- tracts; (1) to abate the building of asbestos as per an asbestos survey performed under a profes- sional services requisition and (2) to perform selective demolition in preparation of a future restora- tion project. The building contains a full basement (6,996 SF), 1st Floor (6,996 SF) & 2nd floor (5,912 SF) as well as two separate attic areas. In addition to the preparation of the multi-contract bid package, LKMA performed an asbestos survey and construction monitoring services to certify the work performed under each of the contracts (January 2008 - April 2008). The asbestos abate- ment contract was valued at $102,000 while the selective demolition work was performed' at a cost of $188,000. A closure summary was prepared upon the completion of the abatement contract. Old Town Hall Facility-Ocean Avenue,Patchogue NY 437 SOUTH COUNTRY ROAD 25 NEWBRIDGE ROAD,SUITE 304 BROOKHAVEN,NY 11719 HICKSVILLE NY 11801 • :. 8668 868668 in 111 e 111°I PROJECT NAME: ROOF REPAIRS - SOLID WASTE MANAGEMENT AUTHORITY ADMINISTRATION BUILDING, WEST SHORE DRIVE, PORT WASHINGTON, NY CLIENT REFERENCE: PAUL DIMARIA v / ya e 1 COMMISSIONER / DEPARTMENT OF PUBLIC WORKS cOUNfY,� TOWN OF NORTH HEMPSTEAD 516-739-6710 LKMA prepared design plans and contract documents for the re-roofing of the "SWMA" Admini- stration Building. The unique structure was originally constructed with a pre-cast concrete plank roof deck and a standing seam roof. Over the years, the standing seam roof continued to fail. LKMA designed a state of the art roof assembly that increased thermal performance, provided positive roof ventilation and maintained the original custom fascia's and soffits. Construction implementa- tion was scheduled allowing the facility to remain open for occupancy by public and staff. . - - ®•• ® TOtLy ® . r TY ® - • ON •;— -Y„�1 ® ® • 1, — I 4 Z, IN 01 ,77 it ;1 � `� � ,. �.k - � , �'----•-=-..r:...�-'-'it.`�}_`..-�'I• s.'�-�,��,� _It�y9'Hrp, �f�,�; ++�-nl.-s. _ t}"` ,•t ',' ` 'r 1J u 1 ` y •,;:.:T,ILfI.'?i..:�s _ _ 11L�w+ rI. �. 1 ,} •: - - -- - _- - -'i'�'ii� =i...��`� ,. :, i'I�IiF I I " pit e C.1 _�.e -.'_: :, .:a .r.,• - - v_•y �_...- ,_,...} "-_-ice• I 4.*Y.,-i - 1`a '.1 _•r-_ ` .6-y.? '- 'j`'if7ti Po' .-" - - ::...«_ �.•�� .ids:�-�� O +rr �� s.�"1-�.,. 'r= i;C�-, ,.C_ `_a._� 4!'Y�I -..C''''j'•y' �-� (i=.�=t' ,^`:':�,-:a. , It KOM iti O - /• • • - const • { � .".;F'�. •1A'�•"?'-i -;"2''oi -.:`r3iT... ,•{`yYr`,•)S(,.�,a 437 '�.�''�''. _ .. -4 tYt.+'?r,Shu L�jr' �+- `►,Y•r•l: SOUTH • "•A• D -0•• 04 '•• a o® e 286-8668 s :• meas �� IIS 1 11 PROJECT NAME: VILLAGE OF OCEAN BEACH NEW FERRY TERMINAL CLIENT REFERENCE: STEVEN BRAUTIGAM, CLERK/TREASURERc`Y. VILLAGE OF OCEAN BEACH i 631-583-7597 -' LKMA provided the site survey, timber pile foundation engineering, site and civil engineering, architec- tural design and construction support services for this building restoration,project. The first phase of the project included moving the building to install a timber pile foundation. The building was moved onto the new foundation. The second phase included a complete restoration of the building and cottage. The building now functions as a community center and camp headquarters for summer programs. �v r+�.;1r4��j` ✓.� 437 SOUTH %Ir��i%iy�� __ ��' "^Ir -�_`__.___--r.�- .. ter_ _+ __ s + �`��\ COUNTRY .- • 04 BROOKHAVEN,NY 11719 HICKSVILLE NY 11801 • (631)286-8668 (631)286-8668 in 1 IISY'SDAIIINGIS � TUMURROWARUTIONS PROJECT NAME: LONG BEACH CITY HALL FAQADE REHABILITATION CLIENT REFERENCE: JOSEPH FEBRIZIO, CITY ENGINEER •'•". �� CITY OF LONG BEACH g" 516-431-1011 10 y��86CS S2��A� LKMA's Senior Architect was responsible for the architectural design of this municipal project. Key elements of this $400,000.00 capital project required architectural services for the masonry rehabilitation of the City Hall facade including brick replacement, pointing, soffit repairs, asbestos investigation, roof-top cable management and selective demolition. Fa4ade Existing Condition CAPITAL PROJECT MASONRY REHABILITATION RE-ROOFING/BRICK REPLACEMENT 1Y��/�x rt,I•, 1 s ASBESTOS INVESTIGATIONS / COMPLETION Facade-After Rehabilitation 437 SOUTH COUNTRY ROAD 25 NEWBRIDGE ROAD,SUITE 304 BROOKHAVEN,NY 11719 HICKSVILLE NY 11801 • • • 286-8668 :. :.•: IA Qualifications Based on N&P's prior experience,the following projects have been selected to demonstrate our expertise. DistrictMastic Beach Ambulance The Mastic Beach Ambulance District has determined that the current headquarters no longer meets its needs and therefore has retained an Architect to assist with Site Plan Development and Approval,Preparation of Construction Documents,Bidding & Solicitation Phase and Construction Phase of a new headquarters. The new headquarters is approximately 21,000 square feet and will be a prominent feature of Neighborhood r� Road in Mastic Beach. N&P was retained by the Architect to provide professional Mechanical, Electrical, Plumbing, and Fire Protection design services for the new high efficiency building. Moxey Rigby Ai)arbnent Complex,Freeport Nelson & Pope was selected to provide Professional Mechanical, Electrical, and Plumbing Engineering services for the new 1o1-unit ` w Moxey-Rigby Apartment Complex in Freeport,New York. Floodwaters _ during Superstorm Sandy inundated the mechanical and electrical systems in the basement of the existing Freeport Housing Authority's Moxey-Rigby Apartment Complex. While repairs to the damaged systems could be made,the Authority working with FEMA and the New York State Governor's Office of Storm Recovery decided that a new flood-resistant building with high-efficiency systems would be most beneficial to the residents and community. The Authority partnered with a private developer to construct a new apartment complex across the street from the existing complex, and upon completion all residents will be offered apartments in the new building. N&P's design for the five-story, 150,000 square foot building included an air- source heat-pump system to provide high-efficiency heating and cooling to each apartment. The system includes the ability to simultaneously heat and cool individual apartments,and to"move"thermal energy from one zone to another throughout the building. N&P's HVAC design also included energy recovery ventilators for high indoor air quality, and the overall HVAC design exceeds the Energy Code for performance. N&P also prepared plans for lighting and power throughout the building,including a diesel engine generator for stand-by and emergency power. The plumbing design features economical PEX piping for domestic water distribution, and high-efficiency modulating water heaters to meet varying hot water demands without wasteful fuel gas consumption. The fire protection design by N&P includes a fire alarm system and full automatic sprinklers throughout the building,with a 1,00o gpm fire pump. Brookhaven Landfill Mechanic's Garage,Town of Brookhaven,NY Nelson & Pope prepared Mechanical / Electrical / Plumbing Engineering plans for the new 21,000 square foot executive 1 office and maintenance garage at the Town's landfill. N&P was responsible for the design of all HVAC, lighting and electric; _ sanitary,domestic,and fuel gas plumbing;low voltage systems, and fire alarm and fire suppression systems for the new construction building. N&P also designed compressed air systems for mechanic's use, and fluids storage and distribution pumps and plumbing throughout the garage space. The design included a hydronic radiant heating system served by a waste- oil fired boiler to provide heat throughout the office space,but more strategically throughout the high-bay shop areas. This design increases system efficiency and occupant comfort in the high-bay shop by delivering the heat at the ground level. To improve working conditions for the mechanics and to extend the life of the landfill heavy SOQ-MEP-2019 Qualifications s equipment a heavy-duty wash plant was incorporated into the design. The wash plant features a combination of automatic washing and manual wash cannons for heavy dirt/debris removal. North e Beach Fire Company, e e Department Nelson &Pope was retained by the Rocky Point Fire District to design a replacement fire station facility for the North Shore Beach Fire Company Building No. 2. Their existing facility has exceeded its useful service lift,and a new building with expanded -- tJ apparatus bays is necessary to continue serving the community. The new building is a high-performance building designed to be LEED certified. It will offer the Department adequate space for = equipment, staff, offices and meeting space. N&P provided Architecture, M/E/P Engineering, and Site/Civil Engineering services. HVAC Improvements a DPW Complex, e of e Hempstead - _ Nelson &Pope was retained by the Town of North Hempstead to replace the existing HVAC systems including air handlers, VAV boxes, air-cooled condensers, ventilation fans, boilers, pumps and piping, and water heating equipment. The existing ® equipment was original to the building that was constructed in the early ig8o's and exceeded its service life. N&P's design included replacement of oil-fired boilers with new high - efficiency natural gas fired condensing boilers. All existing hydronic equipment was replaced with new equipment to match the heat output of the existing equipment, but at lower water temperatures to achieve high boiler combustion efficiencies. All new fans and pumps are designed as variable speed, and the design includes a control system to ensure that the lowest operating costs are achieved through minimizing fan and pump operation where possible. N&P is also provided bid and construction administration services for this project. Ocean Bea I ch Ferry Terminal,Village of Ocean Nelson &Pope was retained as the M/E/P Engineer by the Architect preparing ` plans for a new ferry terminal building at the Village of Ocean Beach on Fire Island. The building features a public waiting room and ticketing office, and a new headquarters for the Ocean Beach Police Department. N&P's design r , included a VRF Heat Pump and dedicated outdoor air system to serve as the high r_ , >=rj' efficiency HVAC system. N&P s services also included plans for a new electrical service and power distribution, sanitary and domestic plumbing,fire sprinkler, fire alarm,and data and security cabling. SOQ-MEP-2019 SECTION 4.0 COST PROPOSAL Our cost proposal is based on the Scope of Services within the RFP and addendum, the project team's previous knowledge of the existing site and buildings, our project understanding and approach and experiences with similar renovation projects. The cost proposal is based on a construction budget of $2,300,000.00. Upon receipt of notice to proceed, the anticipated period from schematic design to bid documents will be four (4) months. The project team estimates that the bidding phase including review and recommendations will be one (1) month. Upon receipt of executed contracts to the prime contractors and considering two (2) additional weeks for mobilization, the construction phase of the project is estimated to be minimum of six (6) months to substantial completion / beneficial occupancy. The fee estimates for the services described within the proposal are broken down by task as follows: Task 1- Civil /Site Engineering /Schematic Design Phase: $16,000.00 Task 2- Design Development Phase: $24,000.00 Task 3- Construction Document Phase: $80,000.00 Task 4- Bidding Phase: $ 8,000.00 Task 5- Construction Administration Phase: $32,000.00 Task 6- Construction Observation Phase: To be billed on an hourly rate as noted below. Allowance for Environmental Testing: $15,000.00 Allowance for Topographical Survey: $ 7,000.00 Total amount of fee: $182,000.00 Billing Rates: Project Officer: $175.00/ hr. Project Manager: $170.00/ hr. Project Architect: $150.00/ hr. Project Engineer: $150.00/ hr. Engineer: $ 75.00/ hr. Architect: $ 75.00/ hr. Inspector: $ 90.00/ hr. Survey*: $220.00/ hr. *(2) Man field crew 4.1 Technical Assumptions: • The Town of Southold will provide the project team with any site plans, surveys and building plans available for all buildings on site and within the scope of work. • The new floor plan design shall closely follow the draft schematic first floor plan included within the RFP. The project team understands that this plan will require modification to incorporate additional design elements and conformity to the building codes noted within this response. • Any environmental issues identified under the testing phase will be abated as part of a separate project and any engineering services associated with encapsulation or removal are outside the scope of work under this agreement. • Environmental testing is limited to asbestos. • The Town of Southold will provide the project team the form of contracts, insurance and bonding requirements to be included within the front end of the specifications. We would be happy to meet with you to discuss our proposed Project Approach, our experiences on similar renovation projects, key staff selected the price proposal and anticipated schedule at your convenience. _f^ J m 4`4M +. �'' d t - a '..3. .r.x. .vx •' ` _ M&.J ENGINEERING P.C. "INNOVATIVE AND STATE-OF-THE-ART SOLUTIONS" 2003 Jericho Turnpike i v.�..• "a, :N '§, R v. °. New Hyde Park, NY 11040 «,!, -- a - �- , , ',,i' •meq[/ 1 1 - -, `�' - • -- - - _ Mr. Michael M. Collins 'P.E. Town of Southold Town Hall 2f' it A Xl 53095 Main Road PO Box 1171 Southold, NY 11971 ' ..�. ..r} .:"g' E' S x ` ma . rs.1t'ry - f:.- qy'F•,""`.',g.. mr?. _ VE y fI✓ - RC1 , _ , •4d .. •3 Rw"v �"d. k d94 t. tSo ?.yp ayF. •L \x, _ a � - 01 71 .S . _ •r„ta" ° y ?,{R, v;.- - 'ra:. - ��P` _���gar v .,ylprv> _ , -:s..`r. ,�'-`^ ;J s,i,' -, _ . ,yFF„ v ..y s _ �:.e.b a-g• ... n ,5•:`�" i; 02' $P ty ' V. k �u:s $,« f Y' 4 Hz'-t >F v - a 't. �a k h a :i YS- M&J ENGINEERING P.C. -. "INNOVATIVE AND STATE-OF-THE-ART SOLUTIONS" - tV, 2003 Jericho Turnpike V' New Hyde Park,NY 11040 -y—ai Mr.James A. Richter, R. A. - Town of Southold Town Hall 53095 Main Road :'- PO Box 1171 `< `tet' N x Southold NY 11971 y ,ctr..�a y< y.4r :.} ,�n '.F.'>§-°` r'�. v.# � •�z; '�..:Yr ?'�,L.`. D"1 .+;«` s-d'at f" [, r¢ yr![}EtVET3 ,- • /�y'p� perk yak. <ls T tha , .}fit` - . _ Rudder, Lynda From: Collins, Michael Sent: Monday, February 11, 2019 10:44 AM To: Rudder, Lynda Cc: Duffy, Bill Subject: FW: RFP for Professional Engineering and Architectural Services -Town Hall Annex Bid Results: LKMA-$218,900 H2M -$281,525 From: Duffy, Bill <billd@southoldtownny.gov> Sent: Monday, February 11, 2019 10:42 AM To: Collins, Michael <michael.collins@town.southold.ny.us> Subject: RE: RFP for Professional Engineering and Architectural Services-Town Hall Annex Yes it does. As we discussed, and as you set forth below, although the original bid by LKMA did not contain a bid amount for the "Construction Observation Phase" it did contain an hourly rate so we could estimate the costs, which was significantly lower than the only other bidder. It was then proper for you to contact LKMA and get a clarification on the quote and have them provide subsequent information which confirmed the their total bid, including"Construction Observation"was significantly less than the other bidder. I agree that it is entirely appropriate,and in the Town's best interest,to award the bid to LKMA as the lowest responsible bidder. Bill William M. Duffy, Esq. Town Attorney Town of Southold Southold Town Annex 54375 Route 25 (Main Road) P.O. Box 11.79 Southold, New York 11971-0959 Office: 631.765-1939 Fax: 631.765.6639 Email: billd@southoldtownny.gov ATTORNEY-CLIENT COMMUNICATION; ATTORNEY WORK PRODUCT; INTER/INTRA AGENCY COMMUNICATION; NOT SUBJECT TO FREEDOM OF INFORMATION LAW DISCLOSURE; DO NOT FORWARD WITHOUT PERMISSION Note: Service of legal documents is not permitted via electronic mail or fax. The information contained in this electronic message and any attachments to this message are intended for the exclusive use of the addressee(s)and may contain information that is privileged, confidential and exempt from disclosure under applicable law. Unintended transmission shall not constitute a waiver of the attorney/client privilege or any other privilege. If the reader of this message is not the intended recipient,you are hereby notified that any review, retransmission, conversion to hard copy,copying, reproduction,circulation, publication, dissemination or other use of, or taking of any action, or omission to take action, in reliance upon this communication by persons or entities 1 other than the intended recipient is strictly prohibited. If you have received this communication in error, please (i) notify us immediately by telephone at 631.765.1939, (ii) return the original message and all copies to us at the address above via the U.S. Postal Service, and (iii) delete the message and any material attached thereto from any computer, disk drive, diskette, or other storage device or media. From: Collins, Michael Sent: Monday, February 11, 2019 9:09 AM To: Duffy, Bill Cc: Richter, Jamie Subject: RFP for Professional Engineering and Architectural Services -Town Hall Annex Bill: As we discussed on Friday,the RFP response from L.K. McLean Associates, P.C. (LKMA) did not contain a calculation for the Task Item "Construction Observation Phase" (construction inspections) but it did contain a list of billing rates that these services would be performed at. The total bid submitted by LKMA was$182,000, excluding the total for this task. LKMA's bid does not include reimbursables such as mileage and document reproduction as these costs have been incorporated into the lump sum costs for each task. LKMA has subsequently provided supplemental information (attached)that shows the costs of the construction inspections as$36,900, resulting in a total cost to the Town of $218,900. The only other response received by the Town was from H2M Architects & Engineers (1-12M) in the amount of $281,525. This includes all required task items (including construction inspection costs of$34,290), but does not include reimbursables such as mileage and document reproduction as these costs are proposed to be billed to the Town separately. The Office of the Engineer proposes to award the contract for this RFP to LKMA based on the RFP response and supplemental information submitted to the Town as LKMA's quote is at least (due to the inclusion of reimbursables) $62,625 less than H2M's. Does this meet with your approval? Michael Collins, P.E. Town Engineer Town of Southold (631) 765-1560 http•//www southoldtownn gov/index.aspx?nid=195 CONFIDENTIALITY NOTICE: This communication with its contents may contain confidential and/or legally privileged information It is solely for the use of the intended recipient(s). Unauthorized interception, review, use or disclosure is prohibited and may violate applicable laws including the Electronic Communications Privacy Act If you are not the intended recipient, please contact the sender and destroy all copies of the communication. 2 guFFot�-�, ELIZABETH A.NEVILLE,MMC 0� OGS Town Hall,53095 Main Road TOWN CLERK P.O.Box 1179 Southold,New York 11971 REGISTRAR OF VITAL STATISTICS 0-0 Fax(631)765-6145 MARRIAGE OFFICER 1 ®�. Telephone(631)765-1800 RECORDS MANAGEMENT OFFICER �0,7 www.southoldtownny.gov FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD REQUEST FOR PROPOSAL OPENING Architectural and Engineering Services for Improvements to Southold-Town Hall Annex RFP Opening February 7,2019 2:00 PM Two (2) RFP's received H2M Architects +Engineers 737 Roanoke Avenue Entire bid packet on file in the Town Clerk's Riverhead,NY 11701 Office (631) 756-8000 LK McLean Associates, PC 437 South Country Road Entire bid packet on file in the Town Clerk's Brookhaven,NY 11719 Office (631)286-8668 STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) ELIZABETH A. NEVILLE, Town Clerk of the Town of Southold,New York being duly sworn, says that on the 16th day of January , 2019, a notice of which the annexed printed notice is a true copy was affixed, in a proper and substantial manner, in a most public place in the Town of Southold, Suffolk County,New York, to wit: Town Clerk's Bulletin Board, 53095 Main Road, Southold,New York. Engineering Services -Annex lizabeth A.Neville outhold Town Clerk Sworn before me this 16th day of Januaa , 2019. rr mu A�SNC Public LYNDA M. RUDDER Notary Public, State of New York No.01 RU6020932 Qualified in Suffolk County Commission Expires March 8,20L #0002302590 STATE OF NEW YORK) )SS: COUNTY OF SUFFOLK) Karen Kine of Mattituck,in said county,being duly sworn,says that she is Principal Clerk of THE SUFFOLK TIMES ' a weekly newspaper,published at Mattituck, in the Town of Southold,County of Suffolk and State of New York, and that the Notice of which the annexed is a printed copy, has been regularly published in said Newspaper once each week for 1 weeks(s),successfully commencing on 01/17/2019 Principal Clerk Sworn to before me this 621 day of . ®RISTIOLINSKI NOTARY PUBLIC-STATE OF NEW YORK No.01V0610505() Qualified In Suffolk county My commission Expim F@bruary 28,2020 TYPESET Mon Jan 14 15:50:51 EST 2019 LEGAL NOTICE TOWN OF SOUTHOLD 53095 MAIN ROAD,SOUTHOLD, NEW YORK 11971 PHONE:631-765-1560/ FAX:631-765-9015 REQUEST FOR PROPOSALS NOTICE IS HEREBY GIVEN THAT SEALED PROPOSALS ARE SOUGHT AND REQUESTED FOR THE FOL- LOWING: PROPOSAL NAME: "ARCHITEC- TURAL & ENGINEERING SERVICES FOR IMPROVEMENTS TO THE SOUTHOLD TOWN HALL ANNEX" A copy of the detailed proposal request may be obtained at the Southold Town Clerk's Office beginning January 17,2019 PLACE OF OPENINGS: TOWN CLERKS OFFICE 53095 MAIN ROAD SOUTHOLD,NY 11971 DATE OF OPENINGS: February 7,2019 TIME OF OPENINGS: 2:00 PM CONTACT PERSON: James Richter,R.A. Town of Southold,631-765-1560 VENDORS MUST SUBMIT BIDS IN SEALED ENVELOPES. PLEASE PRINT ON THE FACE OF ENVE- LOPE: 1)NAME&ADDRESS OF BIDDER 2)BID NAME It is the bidder's responsibility to read the detailed Request for Proposals and provide a proposal that completely and accurately ad- dresses each part of the document.Upon sub- mission of the bid,it is understood that the bidder has read,fully understands and will comply with all requirements. A non-refundable fee of$10 00 will be charged for a copy of the Request for Propos- als and all attached documentation Payment can be made by either money order,cash or business check (payable to the Town of Southold). A non-mandatory pre-bidder's confer- ence will be held at 1:00PM on January 24, 2019 at the Southold Town Hall Annex lo- cated at 54375 Main Road in Southo14 New York. The Town of Southold welcomes and en- courages minority and women-owned busi- nesses to participate in the bidding process. Dated:August 8,2018 ELIZABETH A.NEVILLE SOUTHOLD TOWN CLERK 2302590 TOWN OF SOUTHOLD 53095 MAIN ROAD, SOUTHOLD, NEW YORK 11971 PHONE: 631-765-1560/ FAX: 631-765-9015 REQUEST FOR PROPOSALS NOTICE IS HEREBY GIVEN THAT SEALED PROPOSALS ARE SOUGHT AND REQUESTED FOR THE FOLLOWING: PROPOSAL NAME: `.`ARCHITECTURAL & ENGINEERING SERVICES FOR IMPROVEMENTS TO THE SOUTHOLD TOWN HALL ANNEX" A copy of the detailed proposal request may be obtained at the Southold Town Clerk's Office beginning January 17,2019 PLACKOF OPENINGS: DATE OF OPENINGS: TIME OF OPENINGS: TOWN OF SOUTHOLD February 7, 2019 2:00 PM TOWN CLERKS OFFICE 53095 MAIN ROAD SOUTHOLD, NY 11971 CONTACT PERSON: James Richter, R.A. Town of Southold, 631-765-1560 VENDORS MUST SUBMIT BIDS IN SEALED ENVELOPES. PLEASE PRINT ON THE FACE OF ENVELOPE: 1)NAME &ADDRESS OF BIDDER 2) BID NAME It is the bidder's responsibility to read the detailed Request for Proposals and provide a proposal that completely and accurately addresses each part of the document. Upon submission of the bid, it is understood that the bidder has read, fully understands and will comply with all requirements. A non-refundable fee of$10.00 will be charged for a copy of the Request for Proposals and all attached documentation. Payment can be made by either money order, cash or business check (payable to the Town of Southold). A non-mandatory pre-bidder's conference will be held at 1:00PM on January 24, 2019 at the Southold Town Hall Annex located at 54375 Main Road in Southold,New York. The Town of Southold welcomes and encourages minority and women-owned businesses to participate in the bidding process. Dated: August 8, 2018 ELIZABETH A. NEVILLE SOUTHOLD TOWN CLERK PLEASE PUBLISH ON JANUARY 17, 2019, AND FORWARD ONE (1 ) AFFIDAVIT OF PUBLICATION TO ELIZABETH NEVILLE,TOWN CLERK,PO BOX 1179, SOUTHOLD, NEW YORK 11971. Copies to the following: The Suffolk Times Town Board Members Town Attorney Town Clerk's Bulletin Board Jamie Richter RESOLUTION 2018-741 ADOPTED DOC ID: 14396 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 2018-741 WAS ADOPTED AT THE ANNUAL FISHERS ISLAND MEETING OF THE SOUTHOLD TOWN BOARD ON AUGUST 8,2018: RESOLVED that the Town Board of the Town of Southold hereby authorizes and directs the Town Clerk to advertise for Engineering Services in connection with renovations to the Town Hall Annex, specifications to be provided by Town Engineer. Elizabeth A. Neville Southold Town Clerk RESULT: ADOPTED [UNANIMOUS] MOVER: Robert Ghosio, Councilman SECONDER:Louisa P. Evans, Justice AYES: Dinizio Jr, Ruland, Doherty, Ghosio, Evans, Russell RECEIVED ��� cpG y� CM FE B - 7 201 N 2 Southold Town Clerk EF Alm Z.71 • a...�1�. w�qw� w�l�r���►��^� � �� _��•{{.�-.s� +�.yW..r.'���r� �� —_ „�.+=��ir� w..�rte—`� as � #A IA �r }�qy forArchitectural & Engineering Services for Improvements to the Town Hall Annex y x cz nF Architectural & Engineering Services,for Improvements to the Southold Town Hall Annex Jable-of Contents Cover Letter � - �f__ ti <TAB 1 Firm Profile and Qualifications - - TAB 2 Project Uta ndersnding and Approach; , - -' TAB 3 Project Experience and References TAB 4 Staffing Plan and Organizational,Chart Resumes of Key Personnel ; F- TAB 5, Fee Proposal - ;Nn . f LINO) F1 CJ1 f - r L-Li LJ I i { 0 S 7 OS -0-5--, —architecf,- + engineers Ronald B. anner, R.AI, LEED AP, Senior Vice President 1-12M architects + engineers ! � 737 Roanoke'Ave. -_Riverhead,-NY 1170.1 t ( JAI V 631.756.8000 x 1311� f 631.694.41222 I i ti e rlanner@h2m.com �! P L8xJx4 LL - t t - February 7, 2019 iE I 73 f it architects + engineers 737 Roanoke Ave. Riverhead,NY 117011 tei 631.756.8000 February 7, 2019 —' HAND DELIVERED - Ms. Elizabeth A. Neville, Town Clerk Town of Southold 53095 Route 25 PO Box 1179 Southold, NY 11791 Re: Proposal for Architectural and Engineering Services for Improvements to the Southold Town Annex Dear Ms. Neville: H2M architects + engineers (1-12M) is pleased to submit our proposal to provide professional Architectural and Engineering consulting services to the Town of Southold for the Design, Bid and Construction Phases for a Court Room Facility at the Town Hall Annex. The proposed alterations will convert the former Capital One Bank space into a new court room facility to house the Southold Town Justice Court. With over 400 professionals on staff including architects, structural engineers, HVAC engineers, plumbing engineers, electrical engineers, civil engineers, and environmental engineers, H2M is a single source, single responsibility professional firm. H2M prides itself on its extensive expertise and diverse staff, uniquely dedicated to serving the needs of our clients. H2M also has significant experience in designing and providing construction oversight for courts and municipal projects ranging from $100,000 to $20 million. H2M also has significant experience designing buildings (municipal, schools, public water supply) with an elevated level of security. We look forward to working with the Town of Southold on this endeavor and appreciate the opportunity to submit our proposal. Please feel free to contact me at(631) 756-8000 ext.1311 if there are any questions or the Town requires additional information. Thank you for the bpportunity to provide these proposed professional services to the Town of Southold. l Sincerely, H2M architects + enginee ! — � I Ronald B. Lanner, R.A., LEED AP Senior Vice President Director of Architecture and Structural Engineering _i i F; h2m.com -�k .9 4� ' •A rl 41 41, J� '!.�c 1' ! a Ii��r '� Uk4t it l Y r V lelr . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . H 2 1 M , The operating philosophy at H2M is based on US i the following core values: VVa e oop 0Respect: We respect each other's ideas and contributions and are committed to open, honest communication. I Dedication: We are responsive to our clients' needs and go above and beyond to get the H2M was organized in 1933 and founded i job done. on rofessoona� exoeUenee, hard work and ' Integrity: We are honest and ethical in our integrity, business practices and build trust with our clients and staff. e I Teamwork: We cooperate, collaborate and The company has a long history of client service and the work together as part of a.team. consistent ability to meet tough architectural,engineering, and environmental challenges. Providing seasoned Community: We are committed to the health judgment, quality service, technical skill, vision, and of our local communities and our legacy: resourcefulness, 1-12M remains committed to achieving Creativity: We believe in the importance each of our project's goals in step-with the market and in of innovation and seek new, creative and harmony with the environment. ' sustainable project solutions. I i Practicality: We are dedicated to providing efficient, cost-effective solutions to our clients' problems. � 4 ; Opportunity: Our success begins with i I our people. We value organic growth, l empowering our employees and fostering ' their development. + firm profile i qualifications i "t t-n !✓- .-. '� �. i� k ��:I`-Y'.- :,moi�.S's 4 �r7',, ^ "Services • i �.i':i'•.�'C.f=" t"�w�'``''n:�.:x� L .�:•....'r.�-.G:.�� .�.'.•..7,k'�'>i _- -_�1'+"Y—r ' hs;l,i�- _ 1­12M is a multi-disciplined, professional design and consulting firm that offers services in the fields of architecture; interior >design; plumbing electrical > mechanical, HVAC and structural design and engineering; civil/site design and engineering; traffic engineering; roadway design and engineering; surveying; land .. �' ,.Y' ,.'.a�„�". ���1,:'+S7q T�rw�^..,,:s`Y"s^�.p»:..^ym y.Aw.�..l"."ry.+io. i'� O.I Y• ,� - �`.}'Y' _ use planning; environmental planning; GIS/mapping;'` ;: _•";. ° ;.` `'..', . hazardous material testing and abatement, sustainable •i�e;,, ff���»'��ri�"`;i�ts�� ,ft`"`yF _ .sG`;-: _.i`� s�ti��;,f V ..�, ,.;.`,. "green" building and system designs and construction administration/inspection services. H2M also has experts in water supply and treatment;wastewater management; environmental engineering including site investigation and remediation; solid, industrial and hazardous waste management and air quality control. Staff Resources Currently,H2M has staff resources ofover400 employees. H2M has completed _ Our staff consists of architects,engineers(environmental, - mechanical, electrical, water supply, sanitary, chemical, private,thousands of • civil, traffic and structural), geologists, hydrogeologists, and municipal _ environmental scientists, surveyors, chemists, biologists, _ toxicologists,industrial hygienists,construction inspectors and related technical support personnel. H2M currently has 73 licensed engineers,-<511 ;registered r architects, two licensed land surveyors;`thr!de licensed';`=a Ms Organization g landscape architects, and seven pro fessional ,planners. "H2M" refers to 1­12M Architects, Engineers, Land H2M also has 33 LEED accredited professionalsAn the- ^�t Surveying and Landscape Architecture, D.P.C. and/or disciplines of architecture, civil engineering„mechanical° its subsidiary 1­12M Associates, Inc., and/or its affiliate engineering,plumbiwg engineering,electrical.engineermg 1­12M Architects & Engineers, Inc. and Pacheco Ross and structural engineering. _ Architects, a division of 1­12M architects + engineers, as =� appropriate to the context,. Pacheco Ross Architects , was acquired by 1­12M. in 201'6,�and specializes in the Project Management/P,roject Tear% design of emergency response facilities. Each'company's / professional resources are available`to,,the'others to the As a result of the multi-disciplined .nature of the firm,/ maximum extenf-'permitted by; applicable , state laws. we are able to assign'project teams/composed of staff 1­12M wilLriot practice, and should not be i6terpreted to specialists in the appropriate discipline(s)to provide welt' be offering to practice, any professional'service,for which integrated and coordinated design solutions that meet the - it and its cognizant employees are not properly licensed. specific needs of our client§.,:The size of our,ffrm allows us to-have the resources available to meet,special project needs and 'our diverse,expertise allows us,to address nearly any issue-tl at-can arise on a„project` All projects Offices at 1­12M are,carrie'd/out under the direction of one or more of,the'firms”officers and ar(managed by senior staff 1­12M has,eight office Iocations,.,Our headquarters;is in professionals. ;,,,Melville; New York, the other'seven- office locationssa'reln Riverhead, Suffern, Westchester,,,Albany, New York City f r, -and New York and Parsippany,and.Howell,.lNew Jersey. XF �- _ x ; architects + engineers o�°�suFFat��oG$� S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . dol, ,�ao QuaUty Assurance and QuaUty Control H2M's quality management_ system includes both QA (making,sure we're doing the right project in the right way)' and QC; (ensuring our deliverables meet the standard ofquality). Together, these two sides"of the ualit management equation lead us to carefully manage., J our scope, schedule, and budget, as well as provide'- -quality rovide-quality ;documents-that help- -prevent construction IV change orders.' Additionally, we are proactive in; ,..3 � identifying construction, schedule, and budget risks 'i ' ' „ and communicate these to our clients and work with the client; CM and contractor to,solve,-them:before they become major issues. To ensure consistency among our staff,; H2M conducts an intemal Project Management course lasting 24 sessions t-hroughout the year, (Marchi!November), to ensure consistent ! i v application of our PM standard practices. The purpose of the !program, and the;monthly —QA/--'- OC meetings is to instill the concept of quality at the grassroots level and implement procedures 6X L.,.,designed to minimize dependence solely on , I „ end . y °x * checking sof projec }°k ✓��'=.' .wk 5 as' : t",-_ fit, g�, -���(( (tt k^p(y'��t,n • j J �$ Ir _ �y^j° \ `N, :. e; xe "� .- ° =u . , • ( .~ "' f3 R �.i ' i .pY ,,4`'' r°�Y UU HUG, The requiremeritto.prepare'" S ;.yz a Prgject Plan for all.design LI iprojects; - - The use'of Kickoff and Progress meetings by the project team.° throughout the-project; •. .Department manager final' - review'of all projects; -. • _r--;...����<f.,-=:`�` ... HFA:, r., ,-;_� ,-.••:- ;• �An'in_dependent review of all b des; n° ro•ects "Mr.,Fisher. .. 9 P 1 Y �� 'a ..�...�, •;'y ^yam,.�,. � "��; r�{,•';•..• ;:`��,,�,'` ... All �`>YR_...:."_°4-,. �X4'Xg LL;' r``p • ® ♦ ®."aa v tions i . • . . . . . . . . • • . . . . . . . . • . • • . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . • . • • • . • . . • . . . . • . . • . • . • • . • . ON , .. -'v.J4.,,:., e . - 61 • . • • . • • • • • •.• • • • . . • . . . . • . . •.. • • . . • • . . . . • • . • . • . • . . . . • . • •:• . . • . . i H2M is a member of the USGBC(United States Green Building Council)and we°are committed to taking a" leadership'role as it relates to building and°our environment. We will;provide ° 3 an environmeritally'sensi.tive approach to this project, one that is balanced, economical and specific to the work to be undertaken. ( We look to identify and evaluate potential green opportunities that will have'an immediate, .measurable impact`on key concerns such as energy conservation, global climate change;and ' occupant health. {" ; :H-2_M maintains a strong commitment It t•o-environmental health and safety. -, All H2M staff personnel who are involved in environmental projects, s-ite - characterizations,and/or remediation = ' projects undertake 40 hours of health ` and safety tra'i,ning with-`an'nual eight- hour refresher training, as required by; OSHA. A medical sur-veillance program-in--- - _ accordance with the r=equi`reri�'eirits=o'f 29=__- _--- --,- CFR 1910 has,been established'for H2M personnel involved in fieldwork. _- _�__ I L.,� ��i#,l.�.i'v;.:L•.+'`�' .�\`r�) Af�`'s.4` "''`+,rs:.w' �:���`'S� ��'j�yr H2M staff personnel who arei'nvolved } s <uE1 _mk '=' `z ` with construction undertake the 10-hour N,µ .,.,M Occupational Safety an&Health Training t I '� 3'Y: ry`a I','. :7 ter., ws"i'•',s» K. 5+.:�,!'-°.+ ';r'",:m+ Course in-Construction Safety and Health, r Al .��'F f" 4ty me ,,� .r i rp R jr q" ...nn= .` ':r:w"-�{��4f�>T�'` ` -ysY.Ey•, �'rin�a�=C._�,�:,x".�S*z,'��^''�'`e,..i�.y,..}X���.<;,.:,�.;aya.a"...�:�.R." iY 0 £ Z '•t r ate'"N � 's.s Y." '� R✓ 3 X54 t' } � — X•*.�K �-�e ., \. fi �.X � .?,:.uS.`'3_ '�',�."`'1y J�yp•v( K..., ;Ra�„sp':.+,r,,a fc t'Y _•'°,• g�. � ..H S.¢;'s 'S. wry-x."35;`;t;;gl.b2 F,a} A �g•.y :"v<GG IRV 55&,,.""'" f T14 � ,•�•�Jf.' r' C 8f�{.:#�j-�'�r,. �"-» i 4`sk e��° L x�`'r: Xry;:>..� �?`x'^.. ''�.: tC ,'t�w,,",,` *t r�•�- f^ � o�e,.*�",:"�'" e tet.,� y�,.`.s`. t r0.x_, ;] �'`'.. •,?.aa, r, "l f,.d, K: '.zb•}., tT !, 4 .�,'.�_rf:\ L .� __J r,.,Y?' e4„, '��7,E *^,ix�». 0.-.v. A'• _ understanding & approach - . ..i. . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . ... . . . . . . . . . . . . dol,p as k� We are aware that,there is an=existing (non-destructive) Project Overview _ ; k a: , evaluation of this�facilit"y prepared by LKMA. AII�-additional n m �'�� P estructive investigation to verify existing `structural zH2M a---- (1-12M)+ engineers (H2M) is pleased Co?t` brespond 4--elements, mechanical, plumbing or electrical systems wili be l� to your `Request for Proposal' (RFP) - titled RFP for i o- part-ofsthis-contract-.-. Architectural¢&�Engineering ServicesI for Improvements d i to the Southold Town Annex. The project is in the former ; I + t From the original RFP and the Addenda#1 it is understood t Cap' al One Bank situated at 54375 Route 25 in Southold. a a s 4 that the new Courtg,Room Facility shall incorporate ;thei , following criteria: Ia The Town of Southold Engineering Department is requesting _ Architectural tand� Engineering services relative to the Structural''evaivation will`be;perfofined for the removal. -_=evaluation;desi nand renovation oftheformer bank bu`ildin - - �- - -- - -- - -- - i g F 9—�� ofVthe existing banKwault�and--any-�modifcations-'_- ,,' It is our understanding from the RFP and our site visit that s necessary to support the existing second floor; '_ Lthe Town.is_interested in converting the existing bank space 6 i An evaluation of the existing-roof-we-will ill-bmed to >- into a new courtroom facility to house the Southold Town i , , ' Justice Court. determine whether a repair or replacement is required; The design drawings will include two new restroom ' The project will consist of an evaluation of all architectural and i facilities; str'uctural elements;including, but not limited to mechanical, ' (6r W.§ _ I Civil engineering�drawmgs will include the replacement-y%1' electrical, heating, ventilation, air conditionin and isanita k of the existingsanity_ system; 9, 9 rY systems. Our scope of services will cover the Capital One P BankiBuilding, the garage located to the northwest of the The design drawings will include office space for court, (7),-•building-and"the parking-area-located_onjthe same tax parcel - as the main building. The;automated bank teller building will-,,--, ! The design will include a new court room; be included as part of the asbestos survey of the property. It 5 �. k A new police entrance and holding room will be included ( J'; will not be otherwise addressed unless the existing electrical, in the design; ` I ; t� plumbing, stormwater or sanitary systems connected-to, the structure conflict with the proposed renovations.,' It is `i • Expansion of existing HVAC systems to support the ( understood that the parking lot to the north will not be-part=, new facility; of this RFP. Expansion of existing'electrical & lighting systems to N'k support the new facility; F i _ 111- ;, �:` j`v (', ;-- I, Vv"J 4 L�y All- understanding • approach LJ___ _._.,......__._..rd ,.7 i __"I. �;�—...-.�...,.,...�—e,®.�'_`.'—,,:.-.�;.�.-'..,.,..�y.=��'n�,meg 1f �,.�l• • Expansion of existing_telephone & computer systems:---..'—arefas_to-verify,fundtionalty/code/complila6ce and will to support the new facility.;i pro{v4ide optionsE focre-use and/ r replacgel!ment; 4k = I i I) 1 6" p i f v t �. New generator to power the entire main building; i The existing!bathrooms in the -basement area are hto ��1 q 1. fir . B u c i i re"main functional,6with no inter•lor work.m The-plumbing • Fire Suppression System and Secondary Containment i t andi 6ewa a e ection s stems must be evaluated and ,--- (as-needed-orrequired)tome- et•SCDHS•regulations;and i g t Y �r, Y G B I R updated or re laced as needed; r all other applicable State and Federal requirements;' f B p �.•� I! i I All other existing;electrical systems in the.,basement - ,•, Anew main entrance located in the northwest portion �_ ,,i �, i .;, :. , ,�. r R areas that haver not been noted herein will require - of the building from parking areas will be developed as B , e 4I i 6 I f investigationbytheConsultant toverifyfunctionalityand---�4 - part of the design; 1 i d d code compliance. This includes the building electrical Maintain the existing east side windows to the maximum r° f ` code-cornr II q B service—which musti-be eopperand pliant; ` b xtent possible; j;1 I- j �_- "1 !f 5 I L I The Consultant jwill evaluate the remaining basement • An evaluation of the'existin generator in the arae B' ' r,.,l, i ° i ')° 1 ,t 9 g 9 g I areas not noted above for code`compliance and will " shall be performed; - ---� --- investigate=any leaks or_othe�=deficiencies.The general • An existing' condition Basement Floor Plan must be scope of work for-these°areas to be incorporated into generated to provide accurate locations of ;required thei`'bid documents will include addressing any noted 1r work w ._�.M ,.._;` �-- �---- def iecies;removing=the=ceiling-tiles`(provided=thgt==$ rl the tiles0are ,not •identified las asbestos containing -- ` °. materials)and cleaning of all"other interior surfaces;g `- �'' The entire Town Hall Annex (existing Town Hall offices and renovated areas)will be provided with new phones that are the same,make and model(NEC DT400 series) I as=in-Town-Hall; • The phone lines in the existing Town Hall Annex offices - are digital and will not reque�a change in cabling'The phones to be installed in the renovated areas will be iIP ----based-and-req uire.a-network drop for ea 6h phone; � 1 All new Town Hall Annex phones are to be connected,to the Town Hall phone system(NEC 9100)using the fiber optic connection'between thse Town Hall Annex and � - B the main Town Hall. The Consultant must determine .' VV 14 v j�j 1-.C) whethei,�the bandwidth between the twoj buildings will f J ---i.= - --- - -- ---- ---be=sufficient-or-whether--the=bandwidth will i need=to=be_ == • An evaluation of the existing HVAC within the basement�V- �} ;; increased to accommodate the additional phone traffic area,.for fuhctionality''and code compliance. As part of over,the connection. The Town Hall hone sstem P -----�� y the�HVAC contract,fall ductwork and registers will be ', - J, : P, , v� E r/ i i I rl �„ 6 i :will=need=to;,be programmed, and possibly expanded thoroughly-cleaned Land equipped with new filters; I r• : ,t,. i �, r;, i ,.p, :��` I to accommodate;all of-the TowriMMI Annex phones. • Therexisting record storage room located immediately Switches,and other equipmentwH1,,have to be installed ) opposite the existing restrooms will require a completsystem; e at the Town Hall Annex to accommodate the new r 1 17- restoration for re-use--This includes, but is not limited I� �. f s to: lighting, electrical,-internefi, phone, fire suppression . An NEC Remote N will be, e installed at the Town interior finishes (floor, ails i& ceiling) and a security � f, i I door; F i Hall Annex.This node will allow the TownoHall Annexkto maintain phone service should the connection between • The proposed newt record,-storage--room--locateddd-, - -ATown Hall and=tfie'down Hall Annex go down. Th'"e"° immediately east offand adjacent t&the existing record voicemail and phoneI 6programmingiwill bet'stored onethe storage room (noted above)iwill be developed for use NEC 9100 at Town Hall; a by the Accounting Department. This includes; but is %`d 1, l� ' -�% �,i I •-,jTherefore,the Town is aware that-if,the connection goes not limited to: lighting, electrical, internee, ,phone, fire ,�I ,:,t; i) -- 'I 6 11 h i i : - i I ° down certain featuresiof the system will f e unavailable suppression, interior'finishes'(floor,walls;&C-ceiling)and -��,4n' � i - !i i i '� until•thd connection is restored; i a security door; �> 6 , { � ` I t� •`'`Wh&EV accessible`, all unused disc bled or extraneous • In addition to the¢two record storage rooms noted 1 hone, electrical `and network wirin r will be removed above, the Consultant will' evaluate all otherhfire p rp 9 r;6. throughout the building ri suppression system' - ---- , r , rr 2 n: — ai - Ott j architects +l engineers ~�gOFFOL,�coGy ` w T . . . . . . . . . . . . . . .�. . . .` • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Y q i iI • Building security will be incorporated into the Town Hall their facility needs and witliirr'their-budgets. Our goal is to r Annex design. This `may include a key fob system to design projects_'using input directly from those that manage % control access to allf locking doors, security cameras the facility\and1 the Town officials. Partnering with s those ( and a butilding-wide;PA system.9 The requirements for individuals,during the design process, so the final product is the security systemsf will be developed in coordination one that is visually appealing, organized, well-constructed, -; witfFthe Town Court,ythe Town Information Technology efficient, and 'economical. Through communication and �f� tom, C i f i Department and the NYS Office of CourtAdministration; teamwork, we propose to develop astate-of-the-art;Court Room Facility. Based on the RFP,a budget of$2,00Q1000.00-2,500,000.00 �!`e�has;Been ass assigned for construction costs. It is understood The project team assigned to this project will be under the 'J;ws(thatH2M',Will tie required to provide alternates for the project direction of, Mr.,Ronald Lanner, RA, LEED,AP, Senior Vice 1DEE-to,keepcit on budget. Our design, value engineering and President. Mr. Lanner has over 30 years of architectural. bidding phases will be described in more detail. experience andi he is currently the Director of Architecture $ l and Structural Engineering at H2M.Assisting Mr. Lanner will ; i be Studio Director Kevin M. Paul,AIA, LEED AP.The project Challenges! approach fortheprojectteamproposed forthisassignment is _ ; C2 TI i-il'_ ;described in-th6'Team of Experts"section.An organizational --)-=-=lt=--is=-our'=-understanding,-that portions-of-the-building-will=---chartand-resumes-- which--graphically represent this=plan;are= remain occupied during, the proposed renovation. The provided in separate sections of this proposal. -- ti technical challenge will be to coordinate the work flow (, during construction so that the operations are not disrupted. I'n addition to effective-management over the project, H2M -. H2M will analyze all options as it pertains to this challenge, has organized a specialized team for' this assignment; construction detailing, cost impacts and provide the best consisting of architects, engineers, landscape architects, available,,options for the client to keep the project withinplanners and more:- Our organizatiorial�structure has been `t = , ti'budget without sacrifcing the design and efficiency of the established based,upon the dedicated studio-system thatlwe ' :-building. ..have built within our,firm and along the varioustidisciplines ` D,i"" ` "" `- __that we anticipate Will,be required for this project r ! }I Another special challenge identified for this project;(outside I !' W—of-thekechnical-°challenge above) includes challenges from The-Project-Manager..,will--hold-project--meetings--with !the budget. Based on the RFP, the approximate square foot various in-house disciplines to discuss project status and cost1for this building is in the range of$450 per square foot. progress, address questions and issues on the project? H2M designs, procures and administers the construction identify questions thatneedto be presented to the Town of, of hundreds of municipal projects each year. , In our Southold, and to allocate resources, to maintain the project recent experience,warseeing the cost of construction schedule. �v cry <t J4 , iel, ree,rC ~____-``' '� _�_rmcreasmg�semr_unpretlictably.:.$45Q per-__square foot-may.-be_:-____ !low for a municipal project of this size and nature.' H2M will Our experience working S with governmentalagencies manage this challenge throughout the design, construction within the Municipal market has demonstrated our ability to rY documtat enion and value engineering phases of this project. complete assignments on time and-on budget.Our staff has - I We will include allowances as requested, as well as provide extensive experience working together as a team. _y 4 T- creative solutions to keep the overall project on budget. �y _t r Project Work Plan Approach � , z,..` H2M has designed -.and-;created dozens of Municipal We`recognize that the success of this project, will be facilities over the last-25 years. With that experience we, _dependent.on the,management,and organizational approach propose the following scope of services (Work Plan)to lead', utilized throughout the project.The successful completion of tfhich will 4 he Town of Southold to an outstanding design w this project requires a team that is characterized-b'y strong --meet your expectations. Our team believes utilizing our realy; - project management, effective communication,--technical- -World experience and specific expertise will create 6value, r excellence and experience. We will incorporate state of the art process in design and ? r { ;- construction for the Town of Southold Court Room F'acility ' As design professionals, H2M strives to listen, assist, guide,- renovation. --- , andrecommend solutions for our clients in all aspects-'6f, architecture and engineering. We have a long history'of tf t working with our clients to develop the best so_ lution_s for r 4 understanding ..,..�_r`. . :. . . . . . ... . . ... - € �4 :1. . . . . .I�I . . . . I . . . . . . . . . . . . . .�.I. :' . . ./.�. . . "'D STAJR - 7 E — -Offisite structures,and possession (i:.. fence line, Survey Scope of Serviced ,E t � „I, p hedge line)witA n-three feet off-the property;line, as well -- J1 as,the location of physical encroachment's;: ( ) H2M has prepared the following proposal-as-per the RFP ., Si i ,, E.U. � i c -� forArchitectural&Engineering Services for improvements to The',identity of the,owners of the-adjacent;°property from l the Southold Town-Hall Annex:, It-is-our-understanding-.that tax'records or deed,calis; and a Topographic Survey of the above referenced properVy-J4 The,Suffolk Countytax, and lot numbers, arid/or - requested. A complete Boundary Survey of the-property-Js record and physical street numbers. + i; ,' r not included in this proposal,however,a boundarytyenfication , ,-� survey,would be needed, as theiSuffolk County Department To o~r`�a` hic Surve +/-1.5 *1 cres -; The-- followin J i n i p 9 :p t,e Y �,rM , >°zc�ti r 9 of Health Services (SCDHS) requires a property"survey for informattion will be shown onrthe survey: the site when modifications are proposed to an existing on� � I `D �� 1 "1 ,) c r r" Ql,j-, ' -1 P�eparationj of a-Topographic 'Survey of thea above. site sanitary disposal system. The Boundary Surveying will referenced site,jtogether with the appropriate overlap: include enough effort for us todeterminethe location of the �� ontoadjoining_roadsTandsproperties;e_ ,j 3 property lines around the above referenced Tax Lot: --, C - = i'�'� k>--: li i ��fG L ��o,ti ,� Elevations represented bymcontours and spot elevations throughout the site; I ) The-location-of-=Visible plariimet?ic irfeatures-such=r - V l a'Aences;-buildings; parking areas,Uparking stalls, including handicap stalls, pavI d areas; • Pavement markings, driveway entrances, overhead ID utilities, light poles, curbs, sidewalks, the automated T� banks;,teller building, flag poles, ground lights, 1landseaped areas, standalone trees 4" and larger, will r- be mapped; • Building elevations shall tied obtained tl each ground level entrance to the buildings; { - 'Adjoining Road Information (Main Road and Youngs i Avenue) - The following will be obtained along the o adjoining roadways: ! ' -- ,,u Spot elevations will be obtained along the northerly To minimize the�cost__of the survey, we propose to use a curb line of Main Road and the westerly side of _ n P P , �. al,y `_ __� �,fVr° ' , t t a r_fjYours sAvenue at a- roximatel 50�-foot intervals ;' _ combination_ of conventional_survey_techniques_m__concert__________=_._ . g_ ___.__ _PP_ Y JL tr----' _- _--- -----�- 1,---I,with robotic-an survey grade GPS equipment. The survey along the site frontage; /./ d 1 19 11 ,, Fd 1 I ` �JI will be // 11to the New York StateAssociation y Elevations will be,read from the right-of-way line to the of ProfessionalLand Surveyors Standards. The topographic afjove referencedcurb lines.Also included is that area /,% i r.fir'•!' @ c.......—_._ map will be produced tdJnational�!map accuracy standard 50'west antl 50'no rthV':the�property'bounds;'-,'' F and all elevations will be°shown F NAVD 1988. i Adjoining?curb cuts, signs, &ainag uctures, trees, ! i J Bound', Verification Survey- n an attempt to minimize utility {poles, street signs pavement-markings will be r J 1 P �y obtained.,,.. `� ,�- y'j costs and place the property lines correctly, we propose-to _Vi �, -- d 4 ,�� survey enough of the surroundings properties to allow=us oto Elevations will be collected atthe property line, back of correctly place the property,', in the area where the sidewalk, top and bottom of curbsi along the adjoining j new construction is contemplated.',This information will also} roadways; and �l satisfy SCDHS requirements. The following information will The location of all visible wells within 150,of the subject be included: I I ' - property as per the SCDHS requirements. r • Boundary lines with bear n s and I distances, any stakes, monuments or other permanents property Su&su►face_Utilities H2M1will Ise�uire theiservices ofd a corners recovered-, ¢ h 12 5 SF-- subisu}rface_utility.,.ma ak-outs consultant, The on-site su6b- ? surface utility consultantwill be thoroughly familiar with and T 7 • Buildings locations including; the names of adjoining r ;r �,, 3 n'ih� I t� {S tl certify-to�the�stantlards as'outlmedR by the American Society streets and highways; i t.. i I , . of Civil Engineers. The mark-out shall be in_.compMUM liance with �1 t G{ ? 1 /_0 .E I.L,. -c-s, gUFFO(,r (r architects +1engineers; .i. ..�. °` . . . . . . .. . . . . . . . . .. . . . . . . . . . . . . . . . . . . .i. . . . . . . . . . . . . . . . . . . . . . . F f at least a lever"B"of CI/ASCE 38-02, Standard Guideline for time (TAT:) ; ;EMSL is licensed byL.tle New York State - the collection and Depiction of Existing Sub-Surface Utility Departmenfof Health (NYSDOH) Environmental Lab 6ratory Data. Once the existing utilities have been located and Approval Program (ELAP). i ` marked our survey crew will locate the utility markings which z J --Y-,-will be-incorporated onto our topographic mapping._ ___ _--Upon-receipt-of-the asbestos-laboratory analytical-results, ( ��, H2M will prepare a letter report summarizing the results of our [ �P Draina a &'j Santa 'S stems`=lnvesti ation - This findings. Analytical results will be tabulated for each material service will include an investigation-of only the visible and tested indicating its asbestos content, type of material (e.g., ,,,' accessible existing onsite drainage and sanitary systems. pipe insulation,I floor tile), location and estimatedquantity s - vib is til The investigation will include pipe sizes, pipe inverts, pipe (e.g., square feet, linear feet). fhaterial,v length between structures,structure sizes including conriections to other structures. ! Upon receipt of the laboratory analytical results, 'H2M z, ` will prepare a, letter report summarizing the results hof our Project Objective i findings. g t Inaccordancepith your request, H2Mrarchitects+engineers �, (H2M). iso}pleased to provide herein our proposals-,for �CIVII�Englneering Scope of Services rofessional-services to'b'e; erformed.-in_con'unction_with_a P_ �!'Performed._ _1_ _ -- -- limited asbestos surveytwith'in the above-referenced facility. Site Design ? ! H12M civil engineers will@l i•e are a civil/site engineering plan, sco of Work s I I a. i package which followsfthe requirements of the RFP andl Our ioverall objective for,this project will be to perform a P a• I I I ! fi information conveyed at the Towns Pre-Bid Walkthrough on ! preliminary assessment of the above' referenced facilitya I 1 ° i 1 `}, i I January 24. Welunderstand that the ssite�improvements-,will a for4 asbestos containingi materials (ACM), which may include the following features: -+- ��be 4disturbed or,,otherwise impacted during demolition / t � ;:renovations of the subject property. 'If asbestos containing Modification or additions to the existing onsite s s npitary !.j �maierial are resent;H2M can rovide a se arate= ro osal i disposal system;",#hich will provide the necessary ` for additionalpservices such as preparation of sbestos ` capacity required aby the Suffolk County Departmen� ¢�! --abatement-design--specifications-and--asbestos abatement R - of Health Services (SCDHS)-for the proposed building c air monitoring if applicable. Additional site visits and testing i' uses. If the existing system cannot be modified, a new may be required to further,delineate environmental hazards . j system will be proposed; G p'`•� i Accessible routes to the new building entrance from'thej Ik 4 existing parking field; ! rl' Asbestos Survey�_� , ` i'.� -� �,! � w�T L L _? J; nt�p ng 'arid loading zones including_. ADA complia a�ki --, =__ ------- - _= --=signage; _- - A New York State Department of Labor (NYSDOL) certified iasbestos_inspector+wdl inspect the above-mentioned areas Removal and replacement of pavement where there for suspect asbestos containing materials and, collect f are modifications and expansion-to the-existing sanitary representative bulk samples for asbestosanalyses. Samples i system; I will tie analyzed for asbestos content b polarized light Y Y P 9 � Construction details for site work items as described � microscopy(PLM),polarized light microscopy for noon-friable above; L_ orgaMcally bound-material.(PLM-NOB). In accordance withIF New York State regulations, any samples that test negative H2M will meet with the Town to review documents fat the for asbestos content via PLM-NOB must be reported as 30%, 60% and 90% (milestones and obtain comments atc "inconclusive" and re-analyzed via Transmission Electron ebe ach phase which will incorporated into the next milestone's` ri ....m®Microscopy-for--.Non-Friable-Organically Bound Materials submission-cost-opinions-will-be-prepared-at-60%=and thele (TEM;-NOB) for confirmation analysis.,As requirefty New ;g0% milestones. Plans will not be advanced to the next`; €i York State Department of Health (NYSDOH), all vermiculiteimilestone phase, until the Town approves a prior phase. ¢ containing materials will !be analyzed-via NYSDOH Item 'q ,-- 1984 For budgeting purposes H2M will request the lab to.,;,.Technical specifications for the site improvements will stop at the first positive result per material,which may reduce "be provided in the bid package. H2M will coordinate and IA the total number of samples analyzedi All bulk samples: a complete site engineering plan package for the of suspect ACM will be submitted to EMSL Analytical;ln6.=project for submission, review and approval by the Town and ` (EMSL) for asbestos analysis with a one week turnaround SCDHS. The site engineering plan package will include the r ,1 + understanding & approach :. . . I c),'s. 1 p following, and the required-related documents to obtain the-•---- ---an&6-.new system�will lbie,proposed. We understand _1 necessary approvals: �=f f th6Town�has the1ecords which show the layout of the I existin sanitary system which we willl review prior 10 ( 1 Y Existing Conditions-Plan - We will-incorporate the - Ir1 g ry Y � i. ,; ! I i developing a plan for either anew sanitaryasystem or H2M prepared boundary and topographic, survey - l,: ----�f)r-- g g p package-as! p modification of the existing sanitary systemr)We h�avez.` into;,the--en ineerin -plan- - er the Town I included minor modifications to the existing, drainage requirements. i . system, should a few drainage structureslneed to-be o Site Removals/Demolition Plan '- Pre are a Site I C ! ! P` i relocated to accommodate modifications totfie existing Removals Plan which will detail I an existing site ub ! > �- ! Y , , g ! sanitary system. However,�should significant design features that are to be removed, abandoned, and/or, '`' "i q ` " g b 4 modifications be, required. to the existin� draina�e - relocated to allow for'the construction of the pro propose �` `, �' ! :; ' ' i i '. ! ;; - ` 1 P P system--_.for,sanitary "system' improvements;`we will - site improvements. submit a proposal addendum-for,this--additionakworki. ' • Dimensional Site Plan - H2M-"will®prepare al l�//I'{ � � � l,•I � - Dimensional Site Plan providing the alignment of proposed site features for the property. The plan F b`e..comprisedr of 'a site geometric and layout plan; showing parking and 'circulation,drive aisles setbacks, ,.,.--_dimensions_and_geometry of parking spaces, cubing, =� paving, sidewalk ramps;etc. The existing curbing ani,\� ) parking conflguration!�will remain as it, except where it is necessary to modify the parking layout to comply, with ADA accessibility requirements for parking. For ! �! purposes of this ,proposal,,-we have assumed that there will be only one ADA accessible entrance to the � building which will beat the new northwest entrance !' Q , � 1loclated near the parking fields , `�` Grading Plan - The,Grading Plan will be limited to _ >A"F'(`I, T`ose areas where demolition kiscproposed-on-site-for,,- ^'r ^,' i the new sanitary s stem structures and com onents. - ' ' L ° ry yi ! . P ! H2M will seek to utilize the existing sanitary system and I , We will show the existing drainage system on this s s ! expand the system to accommodate the proposed use. plan based on the structures located during the field e a i.- ! ! ! The Suffolk County Department of Health Services survey mapping work; however, no improvements to - !i (SCDHS) requires that existing sanitary,systems that the existing_Orainagp system are proposed. are r �a 9 ,• , i, ,areCmodifled be certified by a licensed Professional not proposing new drainage as lt_appearssthat no_neW < < ji_ 1- - --Erigineer-=H2M=personnel-wilPvisit-the protect=site=and=--=- impervious-,areas are being added, to the site which G U i i r. ., o 11 s3 visually inspect all of the sanitary system components J' would requiretadditional drainage. Furthermore, there ! e r=-� �, I ! ! s (i.e.,.septic tank,,'leaching pool) to determine if they was no"mention ofl drainage/flooding issues on site\, ter, i c _ �;, �- b FY were=constructed in accordance with! the current within the-RFP. 2 I i �I �:P , r,II ! SCDHS requirements. 0 We l will:)require,that(-all the J We will request record drawings from the Town sanitarycomponents be pumped out.an'd-the volume �-} which depict the loication and size of the drainage within each component tie recorded by the contractor - system. Upon reviewing these drawings along3with performing4the pump,out jhe�,Town'will`be responsible the new topographib-surveyl we will assess whether for retaining a contractor to pump out all of the sanitary r_ modifications are rlequired ito the onsite drainage structures. system. If requiredp we will notify the Town and subfmit a proposal addendum for the design..upgrades.to_the;�_ _��_We-have Wbudgeted�lone/day,for a!field representative.--' existing drainage system. ,��, } .i, to be onsite to observe whether the system structures • Sanitary Disposal I System Plans The Santa 4 are properly functioning !prior to being; U111ped. �We P' � ! i ,al rY would Ian to remain onsite during the`da to observe Disposal System Plan will show the existing alignment P .� I ! , I ,,,9 Y i , °E i s a, it c -"vaeuumed`structures,� and to�,_assess the sanitary , of the sanitary system with modifications as required to C-P la,• i ' I i i , expand the capacity,of the existing sanitaryhsystem. If ��structure-conditions If additional field observation time the existing system payout is not conducive for additional , iso requ(fe`_d beyond done day due to conditions beyond modifications, the existing system will be abandoned H2M's' control(e.g., delays by pump truck contractor, ',pump.and hauling ,operations whicli_extend past one WH E -_-- t r,-bf I C r 25 `2 V, architects +1 engineers -T VCI` o Ile ... . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . cj day, etc.), we will perform site observations on an SCDHS Submission hourl ha,,*q in accordance with Our enclosed 2019 rate H2M will schedule a meeting with SCDHS to review the 1 . schedule! i project ap" "c and design prior to developing the salnitary Orb system design..,� This meeting is helpful in 9 we obtaining input site visit 1 will also determ ine_Jhe_�apac'tY­---from-the­SCDHS�plans-exam iner-wh ich-m in imizes'tec'h n ical Of each,-,,of the sanitary system components to be Y' review comments and possible redesign to address SCDHS included-bn the certification fotffi. We will also'attempt _­Wd ( certification comments. H2M will prepare the following documdnts to ete'rr-hine if thesanitaryline from the building is -1 � a `�� SCDHS as part!of the overall application p ckage.-- functioning properly by running water from the sink(s) ;-�! vbE STLt'r,�. S Prepare SCDHS form WWM-004 (Application for Vild toilet(s) if the water service is turned on. If the 'Esystem cannot be certified beca'use it does not meet Z�JlNG B Sewage Disposal Facilities and Water Supply Systems H�:7 for Other ! I SCDHS requirement's,we will advise the Town. er than Single Family Residences); Prepare SCDHS form WWM-201 (Application Checklist The sanitary plans will show the texisting and proposed for Other Than Single Family Residence); ;alignment of the proposed sanitary systems with the Prepare the on-site sewage disposal s9stEim design structures, inverts, �ipe slopes` and materials. Also plans and 'calculations;p ca 2 J -1 -'"n' this plan will be the sanitary systems p4iliel� U included o _2 i -A- if required. (SEAF); and Prepare the SPDES "Y form for flows over 1000 gpd.�� In order to design, the proposed onsite 'Systems modifications, we will require recent subsurface soil For this proposal, weihave assumed that the allowable{land groundwater information at th6site which will be sanitary density is sufficient to support the existing bii1ding -4ra-vildpid--by the-Town's geotechnical engineer.! and proposed uses 'tWe recommen&that the sanitary i ..system plans be developed and advanced of other �jl Erosion & Sediment C%JIILI%Jl 1011 As Ocift of our i plan documents,7��so they can be submitted i-6 SCDHS -EFbsiUff-& ediment,7Con N will be ­. t VVdrk,' dh S trol Pldh . �!,,l ­sti, be, regulatory review and approval while construction t; prepared, which will include the various details and i ) I in documents are being, concurrently developed,P, 1 9. concurren pped, iv to demonstrate that which --)narrat'narrative-descriptions-required-to t L .__ -,—I I t eliminates potentials delays during construction. adjacent properties and storm drainage systems will be properly protected during construction. New York State Department of Transportation(NYSQ61) • Site construction details JSite Construction Details 9 % The project site fronts dh a New York State road (Route 25); will be shown on this plan, including detail� of the _Q I and the NYSDOT, hasjurisdiction on the site plan for any 1 J,curt!',_ _,6eent-,0's5'n,"i1ary structures and any-, other V Y i a ! k t_- 1-1 P--)-- I _pjv -bt new-develoDm6nt..'-H6Wever,-,si nce-th6_'site access-will,',n site- be changed, we have assumed that the NYSDOT will not I previously described! require any improvements. 1fduring the review'process,the NYSDOT determines that jimprovements. alon'9 Route 25 Stormwater Pollution Prevention Plan (SWPPP)! i are required, this work would be the subject of an amended If a project's construction activities involve land disturbance agreement. in excess of 1.0 acre,in an area that may be tributary to waters ofthO United StiJitei,,'(eith6r_overland or!via a Villagel , Town, Construction Documen County or State storm drainage system) the New York State Lam, s County I I This phase includes the preparation of additional planis and/ Department of Environmental Conservation (N�SDEC) regulations require the preparation and�filing of a Notice of or revisions to the site-.--e--ngineering plans for features of of th6 re I project that had not been fully developed at the time the site Intent(N1; I),Stormwater Pollution Prevehtion Plan(SWPPP) engineering-plans-were-su6mifted-to-the-Town-at:.the 90% with! NYSDEC. For �_n&a-Notice 6f_f6rWiHiit_f6n_(_N_0_T)i I ? i LZ-11 ilestone. Included within this work is the coordination with the pu',rpose of this proposal we have';issumed tl�glithe total,, M 1. f�ihe architectural and MEP ;Plans for features andchanges site disturbance will be les's than 1.0 6767r,'e, and the;:��re'fore the that may have occurred after the 90% submission. preparation of a SWPPP, NOI, and NOT will not be required. If during the developments of the site engineering plansiifl­ i -s _',6sumptions J deterffiined that the disturbance will be more than 1.0`apfq,.= the effort to prepare the SWPPP, NOI,!and NOT would,be 0' The following assumptions were made in order to develop a fof the subject of a proposal addendum. fee schedule appropriate for the size and magnitude, th is project: , 1: 2 + understanding & approach - Professional services,not-specifically stated above are- -•—Implementation and execution ofJplan conditions issued R beyond the Scope of Sery ces for this project-, with lapprovals from Itfi"Town or County;it l< - ff v C' I �' c� i:i � • Proposed use(s) and _existing building are fully Offs Eite utility'relocation plans; compliant with Town Zonin Code; ° ?' J' - ' P 9 i € l-nnovative/alternative onsite wastewater,Mtems; -_, li� F 14 t„ y i _ • Formal site plan approvalineluding-attendance--at a f !; C' I i • I Zoning and parking analysis; I Town, Planning and Zoning Boardipublic-hearings-J ,_.; ;ii ;� °� d not included; :' ( Drain age and stormwatler,improvement,plan;{ �--} • The proposed land disturbance activit or the project is Planting and har"dscape plans; I 1 . P P Y P 1 c.,� ,i r less than 1 acre,therefore,a SWPPP is notlrequired; Tree'locatioh¢survey,and treepreservation plan;e_�' { • Off-site road widening improvementpplans, striping and Eng neeri g design-of relocating"existing±utilities (e.g.,, I :=' i I-•_', I I. 1 .� .u. I I v ��r r11 ^via signalization not required; s water, gas, electric, etc) on site; . � , . ,� _; �'a �; �roti' • The existing site utilities`�are adequate to service the SWP�PP report including_Notice-6f Intentland Notice bf i , _ _ _� proposed building use(s); -- Termination;is-+ =_- ;%— f • No a lication or involvement with the Nie rk State `�`' _ pp r I Radius maps of adjoining and neighboring properties; i Department of Transportation-(DOT),will_be.required• E. + �' ;i 1�-- ®--- '-- =En ineerin services associated-with--an -off=site--7" i, �, � g g�_ y_ . - -The existing pa�kin'g lot grading meets ADA slope '�? improvements[or`-de4ailed a gineering ;that may b e requirements; !/ requested or required; I _J • The existing drainageisystem requires no modifications. Environmental studies, Environmental Assessment If we assess that the drainage system is inadequate or Form, Environmental Impact Statement, environmental -� needs to be modified;we-wililhotify the Town of this remediation, permitting and/or SEQRA process; �` La deficiency; b i �-(•F Design of structural c_oncrete pads, light pole bases, Collection and sampling of bottom sediments in sanitary l underground vaults, containment chambers, etc.,. if a t f-r j R_ E I =eiquiretls will be designed by the project structural structures, laboratory testing and remed dal activities`to t I , i address contaminants including submissions to the `i! g` :engineer; R I _` _ i I i ��`� Office of`Poll`ution Control:----' - TiON 5.1! 'Ir"rigatIon design, to be provided by the landscape or f i i Archaeological studies andl reports; visual impact -- irrigation contractor; ii studies, reports or graphics; „ • Subsurface geotechnical investigations including • drilling, excavation Iequipment and operator for test Changes in the requirements of the approving entity borings, holes antl kits will be-provided by thb%Town;-,A s; (Townrand County) over the period during this phase -- , - � I,w he_basis--for negotiating_�a change-of,i`w, LOf;work"-will—bbe_t - - - �L r --- f---_ _— _ • All utility and building[permits to be obtained by the scope; Contractoo,og�others; N - �; � Photometric site Iighting plans, I` • Negotiationsh "for easements and/or right-of-ways to be `" Field-inecttons'aI nd.egine_ering,cecertifications performed,by others' - - 1)pug ;` F I f i • Application, filing, processing, and review fees for the Town or County areJ of included in the total fees and 1 - will be provided by the,Client'and �� t • Removal and pumiping of sewage effluent from ttie exiting on-site sanitary:,system will be provided by the Additional Services tom. V The Scope of Services o lined above generally'represents ` the work anticipated to iobtain site plan ,approval.from the w Town. The basic services listed above do,not-include the following services which may be required or requested on this project, and which, if needed, will be proyided•,,as additional services: Ir ;' ILI Ea! architects +;engineers s `- : . . . . . . . . . . :i::::... . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . oy��i Colored site renderings for meetings or public hearings; Review, applicable building codes to determine the F necessary code required enhancements to the structure - Construction stakeout and as-built survey; based.on proposed alterations; ` Traffic stq�dies and engineering; i ; Identify the appropriate structural repair procedures to "�.__ _Desi n of structural I concrete ads,-light ht ole-bases, i � 9 P„ 9 P - -add -deficiencies-withFthe-buildings;- underground vaults,! containment chambers, etc., if € Design new structural members and/or enhancements S-required4,will be designed by=,the project structural g to existing;elements to facilitate proposed alterations gengineer�and � i to the building, including HVAC upgrades„and roof il,'� �1TAg=built drawings. replacement; r _ _ Create Structural Plans and Details for the purposes of -"= SC'hernatlC Design Phasesubmission to building department and for public bid: (24"x 36"full sized sheets assumed); Our office will prepare schematic floor plans based on the Create Formal Technical Specifications to include as - ! Town of Southold's preliminary plan'. H2M will present to part of the construction documents. the Town alternatives, schematic building elevations, and f 2j i-r'- -"P dreate-itemized cost estimate for the proposed,work., - conceptualsite__plans that adhere_to_the, project=scope_-_ outlined in the RFP. 1-4 two schematic design plans may Attend client requested onsite or in office meeting_s;;` L be developed for the Town to review. • Floor plans will indicate proposed room names, square Preliminary Code and-ZOning Analysis footages and overall building dimensions; r f J;Site_pla`ns will indicate all buildings and site structures, It is understood dthat all Munieipgt Buildings including this - "site enfry�and5egress, landscaping, curb cuts parking facility renovation ere_to be designed,-built and constructed flow afor Town personnel as well as any pedestrian flow (if Tao a high standard: We are adept and `very familiar4, r r' E �` o! P M = applicable-)-as well-as location;of;other site-'features r she cost, schedule -11 and design implications hof these a requested by the client; requirements and will lead the Client through the process. P t Y �'? Building elevations-will indicate"building materials, roof Review the NY-State Building'Code(IBC) and Existing , height/overall building height; Building Code (IEBC) for renovation to determine 1 specific requirements for the project and incorporate Aftef, the schematic concept is approved, we will;conduct into the design concept; r a workshop to present revised floor plans, conceptual Review the NYS Office of Court Administras_......_.. tion s Iplagnds aa teJrioi-`Building elevations, incorporatingregulations',!to ,d''6term-inb,`the('Fequirements for the P comments gathered during=the previous=workshop: - - = project and-incorporate-into the design development;=�r— p �t p � c i �Rrepare_meeting_minutes for all workshops conducted and distribute. StrucE tural Evaluation and Design V Tc,• Evaluate the existing bank and garage ,building i _fstructures and materials to determine if structural ` 'deficiencies are present; `- `Specific`Structural`attention-toFb6lplaced on the,logistics r of removing existing bank vault>,and corresponding -, ; ) �f• impact on its removal to the existing structural,elements r adjacent to it; i Identify locations where destructive probes would be necessary to assess concealed structural elements;, • Coordinate probe locations with contractor toperform ,- work. Contractor's services are not included a's part of `' tom" tl H2M's fee; J + understand ng & approach erj . . . . . . . . . . . . . . . . . . . . .� .f.E. . . . . . . ... . . . . . . . . . . . . . .. _ Set up required meetingsiWth the Town of Southold--our-profession al construcfionncost estimator�,to generate the to review schematic plans for zoning and overall site information required for amaccurate construction budget.Gur - ^ layout; - office will,work closely with the Town to refineicost estimate P �a '-i • I l and project scope to`,meet project-budget constraints. The Perform zoning review to obtain; course of action - ,:= t construction cost opinion shall be based on current industry--,,,--, andj-.establish,--the- ermittin -process-basedi_on,_the R i a IPg P g I i �s. pricing)for Public Works type projects. schematic designs; a, J' - Develop an opinion of,,probable construction costs 4 ! t based on the 16�divisions" of construction,; x. Valure"Engineering ,, i ! ter_="' Factors based on the marketplace conditions, probable staff date- labor rates,,,NY bidding' requirements, A procedure to seek out quality; which is the foundation of ---- 1,i c_, .Q,; 1 L, i it' - q high-performance building. Quality is the core goal in the -I- [I Ilocation;,�rri i., ley [ architects +i engineers' ��°\pslaFFot,�`oGy' ' ca . . . . . . . . . .'. . . . . . . . . . . . . . . .`. . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . Prepare drawings and specifications for the design of Provide,design for fire suppression�systems to serve , ms's the new VAC system. the records storage rooms (as necessary). Prepare construction cost opinions. Provide design for modifications to existing basement y " ` s i fire suppression systems(as necessary). �9Assumptions: � � -- - --�--- __.-._._ v_�._..____��. Assumptions: •� ,Buildin0as sufficient gas and- lectrical power to support new HVAC-equipment:_I • It appears the building is not provided with a wet'pipe _ i € F sprinkler system. It is assumed the existing 1st if or 4 i�, -,T,N6commercial kitchen make-up;air or exhaust is area will remain without sprinkler coverage. _ d . requiredA •� ,NO(LEED, Energy Star or energy rebate programs. Electrical Documents ' i Electrical documents consisting of drawings and p Plumbing Documentsspecifications (specifications bound separately)for the • Prepareldrawings and specifications for the design design of the new electrical service, metering an81power j r1 of thUe new building plumbing work(water, sewer;°,•and distribufion;systems for all spaces throughout the building. i ===---naturaFgas):--=- _ --=__ --- -_ __- _- _ =--=Our-_work-will.include-the_following-== • �,,Design of sanitary and vent piping to F-0"outside of Electrical load letter to local utility company and building. The site/civil engineer will design the new coordinate size, location, origination and termination s site sanitary piping. ' of new electrical services-for-approva I; Design of new domestic water heater(s)to serve the Coordination meetings with local utility companygat I ;f 1 proposed new plumbing fixtures(as necessary). site; I Plumbing fixture selection for bathrooms and'general Coordination(6f locations for all electrical utility plumbing fixtures will be by H2M: equipment' b-....... .�-_..�,. .......,.�� �ti 1r -- 't tDomestic piping and sanitary riser;diagrams-.-; Design and detailing of new electrical service; t -, +-F t metering and power distribution system; j I Gas•piping-riser-diagrams_._..., -j • I d I Power and controls for interior lighting for all new Evaluate existing building sewage ejector systemd anspaces including interior lighting photometric plans, provide design for new system as,necessary.i s i fixture selection-and layout; 0` Prepare construction cost opinions ! Power and controls for exterior lighting for including f' � +4 , site hotoJmetric�,, �la.ans-fixt+u.r�e selection-and layout, - = ---- ;— + Building is provided with an adequate water service i and backflow prevention device. Design of emergency and exit lighting for all spaces L- • as required; �n- Existing roof drain piping will remain and not require i modification. 6 I Design of general power/receptacle layout for all",new No commercial kitchen design required or separate spaces; f r �� r_grease trap=systems:_, i Design of power to all;' HVACanii plumbing i equipment; �•;--Building is providedwith an adequate natural gas a iservice. s Design of provision for,Access Control System. Access Control equipment and placement to be ; S' Fire Sprinkler Documents selected by others; • Provide recommendations for fire"suppressions Coordination of telephone and network jack,locations systems for existing and new rec�r�ds storage,rooms ;. with cabling back to one central location; ; t I r r - ; located in basement. Jacks and cabling back to central location for f l • Evaluate all existing fire suppression systems located telephone, data and CATV will be designed based li in the basement areas and verify functionality/p on input from owner. Telephone, data and CATV t code compliance. Provide options for re-use and/q(C ,,, equipment and network designs shall be by others. replacement. 'Al Q Ir, Y ; a , + understanding approach ------ I Q_U J_ F, ;,.!. . . . . . .. . . ./e. . . . . . . . . . . ... . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • Design of power to all-othdr specialty equipment -Bidders i Contracts, Insufancek6nd Bonding Re errfed-necessary (all equipment cuts and locations to be providda by quirement§-and4h�other documents de others); by the-AN/E will beiturned over to the Townif6r-'review and appirdVialt y the Towkegal Counsel,.- • Design of new fire alarm system; --iig—nc)f wew-9taff d-by-gen O-ratar,7­- • be oordinationr'6etings with the';Clibnt will--*be Three Pe6ject C scheduled for 30%, 6b%/ai�d 90% completioth" p'-pints in-the ion Documen .-Assu'rh0tions/Clarifications Construction Documents. 1. It-is assumed the emergen' generator will bel an C ("'i pletion 6f the 100% Conff.tru I y UponrcoliConstruction 15�obtiments,-ohe outdoor unit. X !i D) �7 U N I -- _- # signed-lAnd-zsealed C6n§tructioh"Dobument I s6t,and CARD for -Qecor& ile"s will i��turned over e'T6wn,f6 2. Services excluded: formeiU t 17 • Determining if the existing fiber opticconnection between town hall annex and town hall has Bidding-Phase{t=adequate bandwidth. 8 X q . X Designing any modification to the head'eh'd During the Bidding Phase we will Mork with the Town of _,-------equipment-reIated[ the existing;phone-system---��-�-S6uth-old-to---provid clarific�ati6n=-of=corYstruelt'ib-n",,,docurrrentg=- 1CA r� ;ZP'l as needed.!Prepare-reproduction of contract documents and solicitation of bids. Review the construction contracts)Construction Documents Phase to ensure that the General Conditions, Specifications and i Owner's requirements all work in concert. Reply to bidder's H2M will prepare Construction-Documents that shall bb questions and generate addenda as needed.Attend the bid required to investigate and addressJail the Town's program opening_pg' I and record bids. Provide!a detailed bid tabulation requirements. The docUrrients will demonstrate existing review and =--recommendations for award of contract. '_`siKsitd\structures and Miliii_6s lo6ated on the property:The Conduct a scope review of the protect the,'a yoject with pparentjo'w architectural,drawings will,include plans,sections,ele\i-atio6s bidder to verify its interpretatioF.?dnd understanding of--the and details. A final review l'-d­f the design requirements and. requirements and extent of the 'work.Assist in coordination refinement of the prpjecflp'L8 Town Attorney.Attend pre-bid-'; gram will--be-IY6tf6rrffEcd'-L-o*'-c'-al,'—o-f-sig-niffg-of-C-ohtratts�With"th�ErT6% 1 utilitftompany requirements will be'shown on the drawings. meeting(s)at the site and take meeting minutes to distribute. • Preparation of a Demolition Plan for the Existin \ 9 Sanitary System Facilities;cilities; Contract Administration • Site/Civil,Dra kngs;�i 3-W 3 !<J '__.Durind.tI16_Contract Administration.phase,_w&ha've identified-_-L.' • Architectb�rai Floor ­­­­- ---------- the following tasks to be performed: • Interior R&mi,Elevations; Contractor Paym6nt Requisitions: ReceiVe and log all • Section'Details for Court Room Bench; 06nt'r`actor.paym8nt requisitions. Payment requisition Door, pencil copies ard,to'66PIIreviewed and returned with __J��__ V comments indicafing accept5l5ilitT;-,Approved_­�e_ncil • Finish Schedules(Floors Walls &Ceilings); 0 i -l I i copies are to be re-submitted for execution. Review • i.L r, C, ,I r-W C: (-� Q Wall &Ceiling Secti6ns�& Details; k6ercentage,1 ,66mplete on work items; log relative certified payro , ce ' ll • Structural Plans & Details; inclusion of Town,required Voucher, I 11 ' receipts,affidavits�of debts.Transmit-to Town for review • Mechanical Plans&i 11tails, I N I of logged items and forptissuancd of payment to the • Plumbing Plans & Details; Contractor-, • Electrical Plans& Details; Review of Shop l0rawin s, and Ottidr Contrd6tor • 'the lo submittals Submittals. Receive and all made by. Fire Alarm detections Contractor's,in'accordbnce with--th6 approved schedule :Co• de compliance drawings; Loi ';'ubmitfals. S'U'bmittals areEto' be reviewed and • Front End Specifications; iE&UrhE �'d� -a gra8elindicating level of acceptability; _ • Division 1 through Division 16-Specifications;.' Con'tractor=r,,l nformation(RFI): Receive and 'Jo ;all RFI by the Contractor. RFI are to be I r 1 � H architects +;engineers' .. . . . . . . .. . . . . . '`I.. . . ..- '' '.. . ... . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . `-t reviewed and returned with a response suitable to the reviewing monthly requisitions for payment and all change request made by the Contractor. It will be acceptable order proposals submitted by contractors, attending all for the Contractor to'request information that is unclear scheduledF bi-weekly site meetings on behalf of the Town, or in conflict within the document set; preparing punch lists of remaining work on behalf of the ( . I I ownd conducting-and documenting-final_inspec , ,m•�Pre=Construction Conference: Theme Design-Team will-----T - ,__antion. I '- attend a, pre-construction conference with the prime k, ( 2. Compensation for Limited Construction Observation 1 contractors, and representatives of the Town. The , Services: ! - i 5 purpose of the conference is to introduce the participants f Y,i E F,offthe project and to familiarize the contractors with This item shall Cbe based on the engineered corist iuction Bl`the`.policies and procedures to be followed during the time frame for project completion and recommended � Or oject. Minutes of the meeting will be prepared and amounts of coverage during construction, based upon;four ��j I I F distributed by the Design Team; E prime contracts'and the complexity of the project.Thelhours Log Progress Meetings: The Engineering Staff will Proposed are based upon a weekly average of 15 hour s.The i + conduct 6i-weekly joti meetings at the construction site. costs associated with the limited construction,observation ( services will be tracked separately and will be Billed month) , The primary purpose of the meetings will be to assess P y Y '22 i.;band_monitor the progress and quality of the wo`r'k; tot bon an:hourly basis - identifyand resolve-problems;-and=to=project=upcoming=� work. Engineering ;Staff will prepare and distribute = i— minutes of the job meetings.The Job Progress meeting shall be held during normal business hours; • General Responsibilities during Construction: Engineering Staff will review and advise the Town as to ` 4 thw.acceptabillity of contractors, materials, equipment _ Mand proposed substitutes. Engineering Staff will also U issue instructions to�the Contractors on behalf of the' -- Town regarding intetpretations A �coordinatio; during .construction l • Code Compliance requirements during Construction: , Engineering Staff shall coordinate all required inspections by the Southold Town Building Department i \!and advise the Contractors on behalf of the Town r ` I - " regarding interpretations & coordination of codes i m-during_construction; _�e_ Substantial Completion Inspection: Upon substantial a _ completion of the work, the Engineering Staff will conduct an inspection and will assist in the preparation r _ of a list of any incomplete or unacceptable work;. 7 Final Inspection: Upon completion of the work, - Engineering_Staff will conduct afinal inspection; i L c C.®-truction Observation Phase . 1@ Limited-Construction-Observation-Services: f These services include: Limited revidwiand documentation ' of construction progress and procedu'r,`e's for conformity with'' the contract documents. ,It is estimated that a minimum of - ( 15 hours per 5 day work week will be,required. 112Mrwi1f�- = provide coordination of work and the reporting to designated___ Town) personnel regarding construction progress lon J a 0, regular basis. They shall'providehotogr written and paphed- documentation of constructionprogress to th_e Towr , 4 Vv,14 31 7" r. A lu _... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . If the Project requires additio"n`al coverage at any `stage of--at- the„department f level_,,and_company-wide. Ideas are `til •-•� ; H1 ' i ( iW_'�l lPlt r W (� ,ate construction, the Engineer must first get approval from the exchanged and procedures that +have proivedgsuccessful + Towni prior to any additional-work. Once,approved, for one department are shared with others.lThe-concept[of h additional compensation will be based on a pre-approved the program is to Di instill quality at the'grassroots-level and ,- Rate Schedule that should-be included as s part of this RFP. I implement proceduresIthat ,Will minimize `dependence on-vL} solely`e,hd of project checking" r ;` I Quality Discipline and Interdisciplinary Review, j -�}} C`•.6 P � f f 1 Qualityr- of Construction t 1-12M ris 1;a multidiscipline ,ftm?,)A's such wet perform the It is crucial for the architects and engineers to understand discipline and..,interdisciplinary'-�reviewon^most of your ; the quality of construction so that the end pr�oductis'one that Projects N iSenior IiIceWnsed professionals are involved'+ywitli's „ fits the needs and requirement's!of the client. In some cases;' _ reviewing;the work under their disc?pli"ne for adequacy and` _1 � e quality may mean a particular product or materiall Quality`, completeness:The:process�is,furtfier developed in thatfat J ecause with; least 2 licensed senior;managers review the multi discipline does,not necess-ily'IR ve to mean expensive, b '= ' ro er tannin and/or desi n;qualit ma be achik\v d ust Project.Typically,the QA manager from the lead division and �P P P 9_ 9, �__- Y y_-- =- _j_-- i 1E --�—�� �LL-by making-a-design-simpler or-less complicated. Obtaining the level of project quality that a client desires ` Bid-abilityReview is a process, one that we can manage with efficiency and expertise. During the/projectD'program ming we seek to t d The volume of public works contracts processed by H2M i determine the levels of quality=expected by the client so that ami W designftes allows us to understand the mindset of a bidder this information can;kie iricorporated into the facility's design. and how the bid_documents can translate into contract price. '- In the construction document design development phase, i we fW.114e propose options and selections to the client gain We can assist the task manages¢with the vaa ious projects F, ; ,,c-•r r r~-� , , I f mlc� W 7:_ by completing a bid ability review;and understanding how-the (� 4i �seeking.input#rom the Town'odrsonnel and facility managers) various pricing structures available and the corresponding f;to',see4tliat the level of quality being proposed is one_that,is, 1 i i - plans•-specification-and-contract- documents, all relate for---- ".Mired. Our prior experiews nce with this type of facility, allo ;io; r!des_�;W•a ,, i r provide a reasonable response to the bidding process. us to provide insight and suggestions to the client. In many cases we take our clients`to visit our completed projects so that they can see an example of what is available firsthand. Code Compliance Review This helps the client make decisions on exactly what they ` want. It is importantfor a)client to-understand whaf,.they:are Code compli-ance_review can be done by many individuals r� receiving;what level-of quality-Ws-being-described-and'wtiat- -but the experience to understand the types of items the code is being designib&,We heave a successful history of working; compliance agencies are looking to focus on can make the with ourchents-to=develop,design solutions so that the final difference`in a smooth review for permits or acceptance ) ti' 4 ) I // YW' n W W i W ; _ product suits their needsd and is`ofWthe quality they desire. walkthrough:EVen using the right nomenclature can drive a �> better acceptance of the-design-scope.-- Quality he-design_scope._—Quality Assurance and-Quality Control Information°'Manage'me'nt / ' Ii - � - - - H2M has long recognized,the importance of quality control i k � J W a�, 4 _. i E and is always striving to strengthen and improve the quality For all of our projects R 1-12M uses Ne- .wforma, aproject of our work.We have implementedp formal QA/QC program, information software, for design and construction document � J which is directed by Anthony P. Fisher.tP-:E:Mr:Fisher has',---tracking-and-communication,. This software allows the-•�� over 35 years of experience with,imany varied engineering entire team to quickly and,efficiently!track' manage assignments. As the Director ,of the `QA/1QC�program, emails, corres ondencei andsub`mission. This represents Mr. Fisher meets with each of compariy� department an advantage over--other fr'ms less experienced with web- �fJ managers and their keys staff members monthly\to}discus's baseddproject delivery systems. company procedures,;! training; needs} coordination, ¢ scheduling, construction;feedback and other topics related to improving the quality' of our work product. Because�;of these meetings, new policies and procedures are developed 1 r` JJ, G fivr 1 # = y • ! ! . --------- --- - �.-.�- moi ,�ao • • • • • • • • • • • • :€• • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •1• • • • • • • • • • • • • • • I 44 ,rte_ L__ Eiperience ® • • INI: Philoso ' h`�l of Dealin with Com leXitiesl and Our experienceE in the Municipal, ccMarket is un-rivalled. ; - --p--�-=-_=�l g ;p 9 Recent projects sueh--as the Public=Safety,,Facility for the 4 i4 ��l .,r d I P Challenges of Poughkeepsie; Addition and Renovation to the _ _a --Guilderland and �Niskayuna Fire Stations, and,,the�new F �" 9 ! f H2M's philosophy in dealing with challenges is through` EMS Station for the Mastic Ambulance Corp. are all great r=. ' f i examples of facilities.in,which we worked closely with ithe � proactive;clear;and-frequent-communication with the project `�y ---� local municipality an&end users, whether it be_ the City, ort manFager. With this approach, complexities and challenges x $ i }' 11 u - can Abe addressed head=on and in a timely fashion. We the local Town themselves. We will mimic these successfulI have assembled a highly experienced team to work,with the relationships and continue to further develop the same' Town on this project. We'are confident in the capabilities of between the Town of Southold and ourselves. our team, in working,through project issues as they occur. ti r �, .. &x (-� a"', P H2M is fully qualifiedcto assistzthe Town'with the preparation_ Isozbelieves-,in`teaming with_the_Town as a_valuable_ ` _ .�_ _'� I' of construction Ian"s;work orders and- eneral-architectural-' participant in the project and process. We will value your p I g input 'feedback and comments. We look forward to closely and engineering work as required�to construct the proposed i al working together with the Town and supporting their team on alterations for the new Courlt Room Facility H2M s teehn c Important 1 41 I t 4 staff also has extensive experience in the management of this important project. , a ! multi-discipline architectural and engineering projects both I ith in house staff as well as outside consultants. _ i 1-12M is uniquely qualified and extremely capable in delivering design and construction.-support services for the Town of ._-__ iSouftiold Court Room Facilit . ; i Following Client References is a sampling of relevant projects = y ! i f /7--- that �,• ( H2M has recently completed. It is our understandingG_--�, Within the Municipal Market we have l recently completed that the types of assignments that may be expected of the the p°reparation of contract docum_entsifor the renovations consultant include the following;of which H2M has extensive -- �- - — -- V i ex erience:._�_.�a to the West Bathhouse at;Jones Beach sand the renovations p i ^) of the Camelia Greenhouse at Planting Fields funder a=, Develop conceptual plans and Construction documents' contract with the New York State Office of Parks an'd Historic-1 for new Court Room facility `� - Preservation (Parks). We have been working with Parks I I Design Mechanical, Plumbing and Electrical systems �, f ~; for nearly ten years. We also completed a major renovation " c f r -- r for proposed alterations - ` to the Hempstead House in Nassau County. Additionally,__.a', . ' through many projects with other local municipal�entities,'} Structural design for the proposed renovations Stated Federal Agencies, and Private Clients, we h'av�e ' t Civil and site design for the proposed improvements had\the opportunity to work on numerous projects_similar In t �`� '- na/turey throughout the'^metropolitan area. '� }`� ; I VV i�` x ��a T ~! S. �y0' L�I`? C l 1 ;Il:ii!1 x 4� ` � s, 1...1�....�.•�II' I -! t- ' ) _ id- l� L _ +. ®< '� . ... . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . ® . . . . . . . . . . . . ... ... . . . . . . . . . . . . . . . . . . . . . . . a . . . . .x �. •'�. M . _ dam.'%`. {_'�� _ ______.___ _ 3y}.r � � - © ® I't H2M's capabilities,and services(include, but are not limited to the following: i - 1,kPerforming inspections of iexisting,project site U.. . to determine existing electrical,-mechanical,` - - "drainage, sanitary and/or plumbing conditions. • Providing survey-related services regarding the collection of data to be utilized iri the-preparation of construction documents:-'- - • Performing architectural,'anid site studies for proposed-new court I'fdL';illt cility. `— • Development of. construction documents and _ spe_cif_c_ations fo,r'the'alterations. -71 = r • P`rbviding coordination' between all conduits, electrical, mechanical`-and HVAC systems`ras _-� ' ` � required to avoid_`conflict during construction.IT i ' • Preparation of 'as-built drawings in electronic u format upon completion of the project. } =tm • Providing construction, management-services ` - for prime and multi-prime.contracts which rriay_,,, include providing a lead_construction inspector, .' � with experience' in i coordinating 1prime and multi-prime contracts', reviewing•submittals.and managing construction schedules for,prime and . multi-prime contracts, 21 architects +}engineeJrs� =o�saFFOL,r�pGy _ 1 .�1i�`j1. '-� i - oy • o� } . . . . . . . . . . . . . . . . . . . . . i . . . . . . . .,. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 - _cli-_ Int References = - :, TOWN OF RIVERHEAD JUSTICE_, BALDWIN UNION FREE SCHOOL DISTRICT �w 9 -- - Hon.A--llen M. Smithi 960 Hastings'Street b (631)727-3947 _ Baldwin, NY"11510 ¢ (516)377-9272 ' TOWN OF OYSTER BAY I Russ Randazzo, Director of Facilities, Operations & tr`D Jack Libert(516)677-5879 Safety ' ,r ti-`r+ r- �i 51 �. e i i �+F''�, r:ECommissioner'of Public Works DE-Ti ' "James Byrne (516)677-5935 KINGS PARK,UNION FREE SCHOOL DISTRICT Commis iorier of Parks 180 Lawrence Road Kings Park,NY 11754 r q-I -.--_.SUFFOLK COUNTY=DEPARTMENT OF PUBLIC (631)269-3324 WORKSE I Gary Cap polino,Assistant Plant Facilities Administrator i -_, 2I� ��,335EYapfiankAvenue,-Room 103 ;y ;-' `- =�= Yap hank, NY 11980 - --MAS3_APEQUA UNION"FREE SCHOOL DISTRICT:; - - § i'(631)852-4010 4925 Merrick Road `: tl s Gil Anderson, Commissioner. Massapequa, NY 11758 308-5040 TOWN OF HEMPSTEAD DEPARTMENT OF PLAN- Alan Adcock,Assistant Superintendent for Business t NING AND ECONOMIC-DEVELOPMENT c 31200f North,,Franklin Street BETHPAGE FIRErDISTRICT-= ' Hempstead,l NY 11550 225 Broadway'' (516)538-7100 Bethpage, NY 1.17,14 Joseph'Ma�shiano, Director of Commercial Rehab,ilitationF' (51.6)_9311,=266Q= a j�0 !� '4 ! 6 ! Commissioner Dennis Holz , -- .TOWN_OFBROOKHAVENV °ti ; rr DIVISION O,F COMMUNITY DEVELOPMENT HICKSVILLrE`FIRE DISTRICT i ,F 1 !Iridependenc'e�Hill 20 East Marie_Street__.< ! ! E -_ \j FarTingville, NY 11738 „ Hicksville, NY ( ___._ .. _ 1180TC- 6346600 445 _9 71 Vvmissioner Valarie'IBiscar`di Commissioner'Patrick Scanlon �� n--.....,....<.v=i�.._....—..-.�=<_'r•'_----------_.��_ - _•_ -. - --- - -i t t-i-r_P.r.i =-=-=__- _-- ..=.�=:.jGnr��:�t�f�1C�=�t`�-'--==__-__--=_ =�-�_cr�•=_�:_w�-�. RIVERHEADk EWER DISTRICT ' - i - �� MASSAPEQUAiFIRE1,DISTRICT CALVERTON SEWER DIS=TRICT, 1 1 Brooklyn Avenue 2;•'E`'° i N River Avenue � c k x•�'j Massapequa, NY 11758 �-� Riverhead, NY_*1901------J, .---- (516)798-2648 x(631)727-3069 ; Commissioner Michael Hanna - -Superintendent.-Michael Riechel _ C .�N aCA` L z -� m,: y - NOR a TH MASSAPEQUA HI _ G Dean Street`A 4 x 26 T G S i-o-54? o f 960 Hicksville Road; Hicksville, NY 11801 J^,^ry Seaford, NY 11758 x`(516')-931.=0184 -- �= ��:------- 16)-679-0900 ,._ •(5 ._.. i '� jr_ I \ 1< --�-Commissioner William Schuckmann. Commissioner Michael Antonucci ,. ..il I HICKSVIE PUBLIC LIBRARY- ' SOUTH FARMINGDALE t ink 0E:I IOP'TOTE,At9E _ I X169; erusalem Ave FIRE—DISTRICT 11 1 4 N 10 C0%CF1,E1'_ ("EP,1N Hicksville, NY 11801 3 Locust Avenue (516)93t--'1417 South Farmingdale;U, Har - Harjry Single,Trustee (516)249-8898 ' Commissioner Richard.Bylicki ;DORMITORY AUTHORITY-NYSEl t William Carroll (631)434-3462 V I J�i 1't ! i,•r r r, < _ qf - --t---- _ _ w z s`•. . vet' ., lr 'ry ', " `,F, -- YinLw6Wafbipatgs ro R "h: t R� irve,, ead New Police Headquarters and Court Facility Town of Riverhead H2M prepared an Adaptive Reuse Feasibility Study for converting the former National Guard Armory Facility on County Road 58 in Riverhead to a modern,secure, Honorable JudgeAllen M -Smith. Town of Riverhead Justice and efficient Police Headquarters/Court facility. (631)727-3947. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . services . o The Town of Riverhead operates a town-wide police department and court Full Architectural-and Engineering system. Both the Police Headquarters and Court are currently located at 210 Services Howell Avenue in Riverhead in a shared use building. To prepare the Adaptive Reuse Feasibility Study, we met with the Riverhead Technical Advisory Committee (TAC)'on a bi-weekly basis to review the status and progress of the study, findings and recommendations and render decisions on administrative and user groups'issues. The Armory building was constructed in 1956 by the New York State Department of Public Works, and the Town acquired the vacant facility. The Armory building is a robust masonry structure consisting of a two-story office and administration wing, a one-story 24 foot clear height assembly and vehicle maintenance wing. It occupies a 5.7 acre site that contains an entrance driveway, storm water recharge basin,drainage, utilities,paved areas,an underground fuel = storage tank, and an extensive sub surface waste water septic system. The current net usable space requirement for strictly police operations is 17,617 y square feet. This includes administrative areas for police, detectives and sally port, compliant processing, and holding cells. The net usable space required for current court functions is estimated at 9,533 square feet. This includes judicial chambers,court rooms,jury room, attorney's offices,sally Port and holding cells. �..- 'v ~• The Armory building is a-r-obust Police functions primarily occupy the first floor. The judicial functions primarily i occupy the second floor. The renovation included constructing a new second asonry structure consisting . floor to infill the existing two-story high area in the•ce ter of the building. of a two-story office and --� administration wing,.a one-. or-yi.� The new plan securely separates-thes police and court functions. In addition, - : public and personnel function as re separate and controlled. _ 24 foot clear height assembly -'` ---- and vehicle maintenance wing: f I .. _yam • , '� _ _ _ _ .. -�- - -_..+s+� •1 1` New Learning Resources Center JCJ Architecture Hartford,CT- H2M was retained by JCJ Architecture and Suffolk County Community College to provide full engineering services for the design of the proposed new learning Suffolk County Community College resources building on the Riverhead Campus. Riverhead, NY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $© � services Barbara Joslin Project Manager' H2M provided civil,structural,electrical,HVAC,and plumbing engineering services (860)247-9226 for the new 36,000 square foot facility. The entire building including the site work 5 was designed to LEED requirements with the objective of achieving a Gold rating. The civil engineering and landscape architecture was designed to blend in with the $11.1.million existing campus, encompass future campus expansion and minimize irrigation, I and included the use of a reinforced grass pavement component to provide fire tFO.V6 D_ department access to the new building. 2011 8 � _ fTe entire building including the =- - - — - - ILI site work was designed--to--LEE-DI n� -----= _ requirements... �4 \ r�,� -~ _ - - - ��=`• -y'�t`�_ ti� t � �':K l��`�~� �Yom• - 'Rl �-,_yp_=➢fl e�iBPd91ll➢=9_➢19.-c �- ' i ,=� r- MAI Site Nanning and NR Engineering Trit cRealEstateCompany, Inc. We are providing comprehensive civil engineering services for this 53-acre transit S Research Way,#100 p 9 P 9 9 Setauket-East Setauket, NY 11733 oriented residential development (TOD) of regional significance. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Robert Loscalzo Chief Operating Officer chalienges (631)751-0300 The project is located adjacent to the Long Island Railroad (LIRR)Ronkonkoma train station, Q the Long Island Expressway, and Islip-MacArthur Airport; and has an ultimate buildout of approximately 1,450 residential units, 195,000 square feet of retail space, 360,000 square >$20 million feet for office/medical use, and a 60,000 square feet of flex space (including hospitality, r� conference, and exhibition space). '��g 0 Comprehensive civil engineering services to date have included Phase I site planning (12 2025 acres, 489 residential units), site grading & drainage design (including green infrastructure features), approximately one mile of water supply distribution system, 4,000 linear feet of �((j0�� Wow sanitary sewer collection system, attention to site access and accessibility (demonstrating �I1�FUI compliance with ADA standards for accessible design), preparation of a Life Safety Site Comprehensive,Site Planning Plan (demonstrating compliance with NYS Fire Code fire apparatus access roads), and Civil Engineering management/coordination of the overall entitlement process which included the following Site Drainage Design agencies, among others: Suffolk County Department of Health Services; Suffolk County Green Infrastructure Design Department of Public Works; Town of Brookhaven Departments of Planning, Highways, e Engineering & Fire Prevention; Ronkonkoma Fire Department; and New York State Department of Environmental Conservation. solution In addition to the listed solutions,our civil engineers are responsible for the complete redesign of several Town of Brookhaven-owned roadways providing access to the development (i.e. Hawkins Avenue, Railroad Avenue, Mill Road, Carrol Avenue and Union Avenue). Roadway designs include horizontal and vertical realignment,drainage design,sanitary sewer collection -, `I I system,water supply distribution,coordination of dry utilities with respective utility companies, L [Ap p r®Xi m ate ly coordination of streetscape features with project landscape architect, etc Approximately 8, 000 linear feet of roadway will be reconstructed in conjunction with the Ronkonkoma Hub —' 0,000 linear feet project. We are also working with Tntec Real Estate Company, Niles Bolton Associates and Vidaris (LEED consultant) to prepare documentation to support LEED ND certification. Our of roadway will,b - efforts include documentation demonstrating the site is an infill site, rainwater management of the 95th percentile storm event, and construction activity pollution_prevention plan. reconstructed... Sustainable features during Phase I include bio-retention features (rain gardens and tree wells);areas of permeable pavers; a courtyard incorporating a green roof over a below grade H parking structure; electric vehicle charging stations; and dedicated parking for Low Emission U U Vehicles. "' x � ra Proposed VNage HaR and DPW Corny X Inc. Village ofGreatNeck Superintendent Robert Barbach,AIA The Village of Great Neck was relocating its Village facilities including a new (516)482-0019, ext. 120 1 Village Hall and a separate DPW Facility to centralize their facilities on a single site.The Village sent out an RFP for the project and H2M was selected from a field pp ` n e ibil—CKIN k of outstanding submissions. 4 $10 million • • • • • • • • • • o • • • • • o • • o • o • o • • • • 0 0 0 • o o e • • • o o • s e ongoing i 1-12M was selected based our understanding of their requirements and needs, j�° i. ° ° p Y 0 ° 0 development of studies and design compatibility with client expectations. We Architectural Design provided a planning study and design of a new DPW support facility to house all Planning Village DPW vehicles and activities at the new site location. Construction.Documents 1-12MStructural Engineering 2M put forth much effort and involvement with the client throughout the RFP, Electrical Engineering subsequent contract award, planning study and design phases of the project. Mechanical Engineering 1-12M met with all stakeholders involved in the processes and developed the project to address the concerns raised throughout the process The project site that was under consideration had several challenges due to the limited site area and significant slope present at the site.A stepped site approach was developed affording the needed vehicle maneuvering areas while maintaining views for the neighboring residences The building is designed utilizing energy efficient"'` construction and energy systems, building orientations for improved daylighting and views for the staff. The DPW garage incorporated passive ventilation and a � Photovoltaic Solar system.Although the current administration has currently put the project on hold,we feel the project will be a robust addition and service node - for the Great Neck community allowing improved access to the Village facilities L�"d� ��� �������d and the ease of access to the new facility by the public from a field of ®utstandung_ submissions® LIf 171C, 16� N �4 �t�m�t®�� ������ �®t�� Harbor Construction Management, LLC 70 N. Country Road 'Port Jefferson, NY 11777 The Stony Brook Hotel is a Hilton Garden Inn flag and is located on the main campus of Stony Brook University. H2M worked closely with the developer and the A0111,� ��' University to design a building that would fit into the campus aesthetic as well as Frank Toner meeting the requirements for the Hilton Hotel brand. (631)473-6314 • s • • • • • • • • • • • • • • • • • • • • • • • • • • o • • • • s • o • • o • • • • • • D CAN services $28 million The new 89,458 square foot, five story hotel features 135 guest rooms, a full commercial kitchen, dining room, 3,500 square foot meeting room space, a swimming room and spa, fitness center, and many other amenities. Various 2013• sustainable design features have been incorporated into the design, including 0- • p j® high-efficiency mechanical equipment,a high thermal resistive building envelope, � iPM and a building management system. With the assistance of the LEED consultant, Architectural Design the building has currently reached a USGBC rating of LEED Certified. Civil Engineering H2M prepared all the architectural,MEP,and site civil engineering and landscaping MEP Engineering Landscape Architecture plans for the project,which involved the development of approximately 3.6 acres Structural Engineering of the total 11.4 acre parcel, the remainder of which will remain undisturbed. The site plans for the project include parking for 162 vehicles, a porte-cochere and patron drop-off area, a smoking pavilion, and several outdoor patio areas. H2M was able to blend the project into the site's rolling topography and design an on-site drainage system capable of storing the stormwater runoff from a 100 year storm, all of which would be returned to the groundwater regime through infiltration by the way of drywells. One of the challenges on the project was to be able to connect the building's sanitary sewer system to the existing gravity sewer along Nicolls Road. Due to the elevation of the hotel building and the shallow elevation of the existing sewer_- H2M Was able to blend main, it was not possible to connect to that line directly. The solution-was to i� �- design a new gravity sewer main that was essentially parallel to the existing one he project into the site's and connect it to an existing manhole further downstream-to the north. This also rolling topography and created a secondary problem that required the new sewer line to cross the main entrance to the campus. This was solved'by"jacking"the new sewer line under Jesign an on-site drainage the entrance road without any disruption to traffic utilizing the entrance. �—�-- ysteln Capable Of Storing H2M also prepared the Stormwater Pollution Preveritibn-Plan(S�P)'o obtt in he stormwater runoff_fr- - the New York State Department of Environmental Conservation PDES General Permit for Stormwater Discharges from Construction .ctilrify. a100 year storm... j D 'D z 'San �1. � %� � $ ,Y�} 'a t Asa: ..$ y•. �.. -, h9 i�`'�`ST *�- :�:C'Z4_�._' '^ d���T n � :ti, p��-+ .K'Y ,a.— _. .vz-�dy •� ���-+,y,,: h, - - ~�=-'4='-h:�-'l r-aY,+: 'fr�,t'"- ig'�".,C..�C.�t�sl°��""'__—,_J+.t -'- - - Y- - _ _ _• __ _ - - �i i�• a y`r '} '� ?},,'L,n'"•f`% ,+`�v f�mm,r-t t,br.t�'=.J`�4,�rs"� tc..•`�''_t`%�r7 :i'-`"'TI' •@I w'��.t�q'a�:,,.,. �+,;:=�i' �` a�' ar-•-�^'�' '}�, ', -.a�-�..,�7 f-:" _"• ,�',°,�;a�;._i ,;�,�„� ^=�� g�-�;��:�'�a. � �y>r•-� .:+- 3""--°�s.r-`f,h-'�.`µ�+ "� '�' j :f r,' f i� yy!! tk •'°;! `! ,!`..f:,g f i",�,rx;.'t av fia���.;+..�'�,c-•ti, _ ''°# �� `� ���yy ':4•�--r'�id°'tt'�§, �7''��>�- L<; r i �3�s44 '� �` �p � A° A� .,"�t;'t i' � ' }"l i..��l'^�.•" :-�� 7 ��� ',�.� ��"�-1 �r� ��Y P''a�... t �:q ,i'�'�''��`�„ ',,.;r�. ,, e.^, :'1>;� 'f;l + j 'j_• r,f,i;�;,�`� '�"` ;'�,,r'�` t+r' •tr��":-°c,:.,..mT'•�.:iw.p'.,k'usk�.a--''-�.a1»xa: �t.Cr. 7 I a __pp �,�aa =>,. `�... , .. , +�:,,(ti�e.',s�r:v,�+ ,a_w,_- .�or?.w:a�JS'3'� t y`,�- `�zt- �, �*-+� 4 '°i'3-` �y,e`k 1";°•§"°.``^'•C-=_�`K^,'g`�c:-r^�sm''T;�'y�::"4'a"',lgsii�""�.-"sp�;�+' Svy^P ... '�+'Y� , '�i,�-�_�- ��=�?.,—I•' `t� i'=`u�� �t.* ri'Ea f�,gi-•�a�- �_ �k� _°•�' 'i"w� �.":y'-t� �`' r,rs`F*t..- �?,�k-`,4'g �` � - •t^a '� �.TailxT:e>- sl�a.-`'-q B t�'��- -v`'�' S`�_�' i{� ',I PY TM-f�,b k�4 fif' �v�,, „ r�"'= tC g]4-�� �''A,_.i,.R�I .fr t ;1" "iS' jf•.�'. -r �"'.;`$*fir;•C-„"a4i 1 a5a 6 s., a j{� '��Y^:i," t, a �"P,.f , K�wue�..d�!� 'S F'•'g-±.: } .y+�.r�'t FNl,<t��7;;, �, , •#s �e:,T,�,gtjxji �' "y,� rar�":t- r�,�T:f C '� "� i 7`-� - ,.:5'1'"� }` �•.�''': r; _ ... .:. _, -4 �---. __. ,.•-- —=. - ��;—n�C•--"°"' ^---fes. . - j A roa-W, �i l �n Conversion ( Joint IndustryBoard of the r Electrical Industry H2M converted a motel to an educational center for union members. �f1�1 al�c t e • e • o • • • o • a • • o • e • • • • • • o o • e • • s • • • • s a • e • • ® r s •'Vito Mundo services (718)591-2000 The Satorini Resort, located in Cutchogue, NY, is a 50-unit motel located on the n G TR Long Island Sound. It consists of three separate one and two-story buildings $9 million centered around a restaurant building within a courtyard. mO e o D This project entailed converting the motel to an educational center for union 2010 members of a local union organization, which required extensive upgrades and renovations to the existing buildings to make them code compliant. i � ° p A new 18,000 square foot meeting house was designed to accommodate the Full Architectural and Engineering Services members for a 100 person seminar room, and a 50 person lecture hall A new 5,000 square foot data center will be an emergency back up facility to the main system in the union's headquarters. The style of the building will reflect the beachfront communities of eastern Long Island. required extensive .�, upgrades and renovations- to the existing buildings - , ', t to make them-co-de f compliant. F _ a � _�Wit''�-�.,1��----._,.'---..•-, - o,• � � i _'• ``~-�'�:9-.'�,1-�'-1.•31. I MAR New.York State Office of Parks, Park Recreafi®na� Enhancements ResRiency Center Recreation and Historic Preservation Hempstead Lake State Park is part of the "Living by the Bay" resiliency project led by Scott Fish, P.E.' the Governor's Office of Storm Recovery (GOSR). Director of Engineering oao . ® . 666 . . . 66aQ * o e . . . . . . 66 a 666 . 66 . 16 8 . . . . 66 -(631) 321-3533 challenge U �ffilW Hempstead Lake has more than 150 years of history in the Long Island region. $17 million (Park Recreational Beginning its life in 1853, the lake/reservoir was created by Brooklyn Water enhancements and Resiliency Center) Works to supply freshwater to the growing population. Unfortunately, the lake's sandy bottom was unable to hold more than 15 feet of water,half of what the dam structures were designed to contain which made the rservoir ineffective. In 1925, Robert Moses recommended transferring the 990 acres of land and 130 acres Design 2016-2017 of lakes from New York City to New York State Parks. The Park is an important Construction,2018-2020 recreational, educational and environmental asset. Long Island and specifically � l� the south shore of LongIsland has been faced with severe storm related floodingo D D and is in need of storm resiliency interventions to protect the public and property architectural Design from future occurances. Hempstead Lake rests in the Mill River Corridor, and Landscape Architecture is a key component to the resiliency strategy needed to improve the water Civil Engineering quality and decrease stormwater flooding for communities surround the Park. Land Surveying Environmental co-benefits of the project include water quality improvements; Traffic Engineering- environmental, restoration, groundwater recharge; community, social, educational, MEP environmental, and resiliency components. solution New York State Parks Hempstead Lake State Park will be the heart of the project, linking communities at the center of the corridor and will provide social, economic, environmental and educational benefits for the community. Hempstead Lake State Park is part of the"Living by the Bay" resiliency project led by the Governor's Office of Storm Recovery(GOSR). Featured as part of the project will be a 4000 sf Resiliency and Education,Center' (Center), which is going to be created to educate the public on the history within the Park as well as the.environ mental benefits and resiliency that the park is providing for the community. The Center is designed to-,nclude'full interactive and educational informational displays as well as spaces for public gatherings, learning and-training. the building is a green building (sustainable) with a full roof of PV and has been designed with systems#or low energy use. Other park enhancements and amenities will provide pedestrian lake interaction and-acce`ssibility; fishing piers; ADA compliant kayack dock & launch. Other improvements include five miles of multi-use bridle-trail-improvements; a new 50 car parking field with green infrastructure;enhanced bird watching platforms; and interpretive and educational-signage. New and enha cn ed access points will allow the public and emergency providers easier and faster entry to and from all-sounding neighborhoods. - - - ' ~ U � _-_-'~- -- --- K ~-- D FCRrMN GF r L ��41loaLLT wnawnraW l '` rowARO"AM t•fIi IIVGR]►D elLtTt87'r ri- ,`t't=.� `"1 t+7�.n r' .,t`':r,.,dl.. ,Yfi,at;F:" _i' ':e' -`1,'a•. : ;rt1 I Fla'aalffMITO 3f (1 41 ADM I-FW=L4twyJ1- 16 AAL AVW�' Ili � L U L SID 121D� C-ORi 0MIM esv mean care Suffolk County Correctional Facility — Needs Suffolk°Couhty,,SherifF,,Department, Assessment Yaphank, NY Based on established criteria, the reports task was to review the Correctional :°, Systems' current and future needs and establish the most suitable sites for the Keith Larsen expansion of the correctional system; currently housed in the established sites of Capital Projects Manager the Yaphank Minimum and Medium Correctional jail and the Riverhead Maximum ,(631)85e-4074 " Correctional Facility. 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ® . . . . . . . . . . . . . . Services 2003 D Phase one and two reports were created in association with Pulitzer/Bogard&Associates,LLC Analyses and included analysis,assessments,and cost budget estimate scenariosI Diagrammatic Plans A physical plant and site assessment were conducted on the following existing facilities of the Reports r:- Suffolk County Correctional system. • Suffolk County Correctional Facility-Yaphank • Suffolk County Correctional Facility-Riverhead • DWI Alternative Facility-Yaphank The assessments of each facility are organized as follows: • Overview/Facility Data • Construction History plan • Facility Inmate Capacity Diagram by floor • Functional Utilization Diagram by floor • Functional Area Summary N v" • Physical Plant and Site Assessment Matrix • System/Component Evaluations • Survey Findings • Recommendations for continued use(Note Recommendations are for continued use of system or component only and do not reflect any master plan considerations-and/ 1��ppdhysicat plant and- or recommendations ' • Fire Marshall Inspection Reports - site assessment were • Key Issues/Recommendations conducted on the following,, • Future Utilization/Expansion Diagram-`. existing facilities of`the, The assessment documents the ciurr'ent-.conditions of the facilities;-`systems and _ j components,noting key issues concerns and overall recommendations for cc tineeuse Suffolk County-Correctionat--- The Yaphank Minimum and Medium Correctional Facility was selec edf as the most viable S)/Stem:— even though it requires extensive renovation, conversio, nd-substantial demolition of era' y U areas not found suitable, cost effective, or opon�of 6Ient'to,be,reutilized At this facility the County has recently completed arnnfrastructure development of kitchen, new— s laundry and central receiving addition ell as the.DWI•Altemative facility(construction - slated to start)adjacent to this-site D _ At�j�,��+,}1 ?07`8 w t ACEC New York _ Q._� " ` i• PlahnumAwarrdd.99'" rt4 New York of Parks, Historic Restoration and Renovation Recreation,antd HOs oric Preservation ' The Jones Beach(Nest Bathhouse has been in continuous operation for more Albany, NY i than 85 years,serving millions of visitors each season. Natural events,wars, Scott Fist', Regional Manager changing social and cultural demands, major increases in visitation and material (631)321-3533 deterioration have all impacted the building. Changing use patterns have also �U resulted in major alterations to the previous design. < , . . . . . . , . . . ® . . . . . ® ® ® . . . . . . . . . . . . . . . . . . . . . . . . . June 2017 Previous alterations to the West Bathhouse resulted in the replacement of all original finishes While the original finishes highlighted the structural components of the design, the alterations concealed many of these elements, changing the E $3:156 million character of the space completely. Concrete support columns were covered with large ceramic tiles, original concrete floors were tiled over and the original aN1 combination pendant light and fan fixtures were replaced with fluorescent light 2018 ACEC New York Platinum Award fixtures. A five-bay-wide passageway that linked the pool to the ocean was also closed off and infilled with concession areas. Jones Beach State Park was listed on the National Register of Historic Places in 2005,changing how the Park and contributing structures are viewed and treated. In 2015, $65 million was appropriated to the refurbishment of the park. I _` The first phase of this project is comprised of returning the 6,000 square foot south side of the first floor to its former historical glory The main goal of this portion of the project Includes the restoration of the original open passageway between the West Bathhouse courtyard pool and the ocean beach,creating a new concession area within the connecting passageway link that would be representative of the original design concept and the inclusion of modern amenities and park functions. Several resiliency elements were included within the design of the first floor to ensure the space would be protected in the event of a storm or flood. g`_ �r- e�, The second phase of the project is comprised of the restoration of the Marine PThe first phase of this- Dining Hall on the second floor to preserve the original Art Deco design motifs and interior finishes as visualized by Robert Moses. Renovations of the main dining project comprised of room and adjacent lobby area were incorporated;-inclusive of the construction of returning the 6,000 square exterior terrace awnings The second floor space will serve as a catering space for special and private functions.-" foot south side®f-the-first floor it its former historical glory... E:3 {, f • i I � I 6 i �`i{ i. � � 6 f • , F # a•-*777 r IF -1 iif wp.,.- r.="iwr�£.il'""} -:'S;�«>"'`,;?fwa w;� :i+Mme. _ r, �_ —.. i �T�"::"=.•`K. r x f `ig rte3c'�`e7 .=' ;. MIMI Suffolk County Department of Public Suffolk County Police Quarter Master Facility Works for Suffolk CountiPolice';, Department Designing the Police Quarter Master Facility for the Suffolk County Police Department ' through the Suffolk County Department of public Works. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • II ° 0 , services 1998 This Quarter Master Facility was a ground up build for the Suffolk County Police ° ® q " Department. This 125 by 260 foot building is located just north of the main police New Building Design department facility. It contains both administration and support spaces as well Architectural as secure high by and high density storage facilities for the police departments' Structural ' quarter masters'division. MEP Designs Full architectural and engineering services were provided from pre-planning, Civil conception design, and construction to facility start up, commissioning, and punchlist closeout. lei .. • ill J/ + x C' +� v {+ ,/iAd �. U;" '� Full architectural" ' "X� 6 and engineering :9 4: services we`r-e_t�, �yi _ ., t5>• -�"i--•�<`�'f •-ter =?^'w= ��,-L, 't.: ,#m _ - •,`�_,`, a..•.: �sem. -�z. `r -',. - � _. provided. - :` -_ W rr :1 1 f , on fo Ik U Sheri-f', S uff6 Ik�Co drity S h eriffs Department:, Dormitory Conversion at the Suffolk County Yaphank,'NY- Yaphank Correctional Facility This contract provided full architectural engineering design, construction K661ars6n documents,and construction administration services for the Conversion of the eight Capital Projects Manage'r existing original Dormitories into Direct Supervision Dormitories and the installation �631')�852-40'74 of product lift system for kitchen service. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2017 services Complete dorm room redesign and refurbishment, patching, and refinishing of "$12.6�6millioh existing finishes and Terrazzo, or replacement and installation of new Terrazzo to match the existing.As well as replacing all steel framed window systems with detention glass block wall systems. The existing roofing system was removed Design and installed a new insulated roof system with skylights. Conversion included Construction,Documents removal of all existing guard booth and controls and replacement with direct Construction Administration supervision areas and sally port. Phasigg/Planning All toilet and shower rooms were gutted and redesigned for accessibility and better supervision visibility and control; incorporating walkable access chases to service all plumbing equipment. M M2M was aLso tasked with the refurbishment, ,-',,'.,, patching, and refinishing of existi-ng Terrazzo... -. , 17 3 At 1-11E.1116 u6l 1 rim i= 1N7 _ ,VI H�sta is Huse Restorafl®n Town of Brookhaven, Department of Parks, Recreation, The Davis MeetingHouse was constructed around 1750 and served as the location Sports,&Cultural Resources , 1130 Old Town Road for the April Town Meeting from 1800 to 1885.The home was designated an coram, New York 11727 official town landmark by the Town of Brookhaven in 1986 and was added to the National Register of Historic Places in 2001. Edward P. Morris . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Commissioner (631)451-8696 I 3 (i t �� i ~SII,i f�t✓ . l]� We were°first�retalned;by the Town of Brookhaven to provide a structural assessment JJ -� • _ � '"' � of the neglected building after a storm collapsed another historic house located a half 2011 mile away Located at the northeast corner of the intersection of Middle Country Road II �} , and Mount Sinai Coram Road in Coram,NY,the Davis Meeting House is an 18th century �f c:� IhA ° building of historic value consisting of timber framed post and beam construction Historic Restoration The purpose of this assignment was to perform a site visit and visual observation Engineering Design of the existing condition of the structural components to make an assessment as to Construction Administration the building's structural integrity.Upon completion,we prepared a letter engineering report with photo documentation listing our findings,observations,conclusions and recommendations Shoring and bracing plans were developed shortly thereafter to temporarily support the building until repairs could be made. We were then retained to provide full professional architectural and engineering services for the restoration of the building and its conversion to a museum for public viewing and historic society meetings. Engineering design work included structural repairs for the foundation and timber framing members, a new electrical service for the house including lighting, �✓� receptacles,fire detection and intrusion detection systems, new high velocity forcedr / air mechanical heating systems,a new gas service sized for the house,future visitor restrooms on property, and environmental and civil engineering services for a new �— sanitary system with consideration for future expansion IMI components were Architectural design work included interior restoration of the walls, floors, ceilings, carefully detailed fireplaces,doors and windows,stairs,and restoration of-the exterior wood lap,siding, shutters,gutters,downspouts,and reconstruction of the front porch and replicated with _ architectural Lrethane... nE -d•^ x� f - r-- r- 1 v�... am_. rte, cAt l .1•.r'., �ht-, 'r-.,�'+ 1®�+ L .� 1 Ct-1 , „ �- ri? 77_ d _ , �- M. Various`Clients BuRding Condo flans Survey taw6 0 hd 0r H2M performed Building Condition Surveys (BCS) including general structural Various Since,2O1O engineering consultation for various districts throughout Nassau and Suffolk Counties. " services Structures included fire houses,training structures,school buildings,maintenance garages, administration buildings, bleachers and generators. The scope of work performed for these Districts was completed in accordance with Title 8 NYCRR, Park 155, Sections 155.1-155.15. The BCS Reports were completed using the latest forms as posted on State Education Department(SED)website and were conducted by a team of architects and engineers who inspected each building and all major systems as listed on the SED Inspection Report. The structural evaluation of building components included the assessment of the foundations and slabs for signs of displacement and/or undermining.Timber and steel floor and roof framing were evaluated for signs of distress and deterioration due to deflection or material degradation. Exterior masonry walls were inspected - for cracking and displacement due to foundation settlement and the effects of } water infiltration and applied loads. Clients/Contacts: - Hicksville Fire District Woodmere Fire District Mount Pleasant School District South Huntington School District Superintendent Thomas Sullivan David Stem Edward Kear,Director of Facilities Lawrence Light, (516)933-6445 95160 680-2824 (914)769-5506 Assistant Supenntendent of Business (631)812-3028 Massapequa Fire District Greenport Fire District Mount Sinai School District Superintendent Thomas Fitzsimmons Joseph MiLowch Enrico Crocetti, Uniondale Public Schools (516)798-2648 (631)477-9801 Superintendent of Schools _John LeBare, (631)870-2554 _ -- Director of Facilities&Operations _ Locust Valley Fire District Hastings-on-Hudson School District Direc560 8815 Ralph Longo Maureen Caraballo Nassau BOCES (516)314-3314 (914)478-6210 Anthony N.Fierro, Valley Stream School District No.24 Executive Director of Facilities Dan Onorato, Riverhead Fire District Massapequa SchoolDistrict (516)396-2000 Assistant Superintendent of Business Frank Darrow,District Manager Tim O'Donnell---- (516)256-0150 (631)603-3671 Director of Facilities&Operations Pocantico Hills School District (516)308=5040- _ Jay Scott-Fnedman Assistant White Plains Public Schools Wading River Fire District -__--Supenntendent'ofFinanlce&Sp Fred Seiler, Greg Michalakopoulos, Monroe-Woodbury School District (914).63r-2440 Assistant Superintendent of Business__ District Manager William Bloster, (914)422-2064 =5 (631)929-3753 Director of Buildings&Grou d Rockland BOCES` (845)460-6772 Edward A.Gray, -Director of School Facilities (845)627--4752 `– ��=a���..��y�.�, � •�� fi• t ,' S., „ ., ,=�„�� � „ z--`-��, ®11 z�. /�--nom- - =z'e® f$� ® __ � --,;-, _ • . -- ��� ■ltl+�_= illi =-_ !// ®® -' - .g C3 -- —_.x= r-=-._ _ __ ''–�`==:,,�3��.:._�=T= AAAA _ -`---,--:`»--,^�-__ - • —= B EACH FIR MUTMEN - E D - -- ii®® I _-4 l'® ®�® ® '" ®®®� !®®' 1®®p• ca uu 9 !!LBIfi k rim Headquarters �p Westhampton Beach Fire District New e w H e a d q u a rt e rs B u i���ng � Westhampton Beach, NY H2M provided architectural and engineering services fore zeli � Darryl Schunk the new Westhampton Beach Fire District Headquarters b • LEED Gold• Commissioner building, on the site of the existing headquarters and an �. �� 4�d� (631)288-1896 old police building. `�'------ o • • o • • • • • • • • • • • • • • . . . . . . 00 • • o • • o • • • • • • • • • • • . o soMion 2016 We worked with the Fire District and their construction manager, Sandpebble WI t 0 @ 9 a . Builders,to develop a preliminary design during the pre-bond phase of the project. Upon approval of the bond, we were commissioned to complete the project and $13 million to develop the construction documents inclusive of all disciplines (architectural, n,- structural, structural, civil/site, mechanical, electrical and plumbing). Architectural Design The new 30,000 square foot facility was designed under the LEED 2009 rating MEP Services system and achieved LEED Gold Certification. There are many sustainable Civil/Site Engineering elements included in the project, such as: highly insulated budding envelope; Structural Engineering daylight harvesting, low flow plumbing fixtures; high efficiency HVAC system with Sustainable Features an underfloor distribution system, a white roof with a high solar reflectance index; Construction Administration building commissioning; and low-emitting materials. The new building envelope features 4"(R-20) of continuous rigid insulation in the walls and an average of R-60 for the roof, providing a highly insulated continuous barrier around the building. lessons learned The building includes five drive-thru apparatus bays, bunker gear and apparatus support spaces,District and Department offices,training room,large multipurpose/ K' _- meeting room with kitchen, fitness center, and lounge/recreation space T e new 300000 square foot facility . Was designe_cn -- = the LEE® 2009 rafong i . e I '�, `I• .r. System... :` staffing • . �gUFFO(,fco �O Gyp rn x • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �y�o! �ao� ....a,,.,.,.—.««,.+,..w'vx s,x 4�r. -24 y� '.tea/-• iii � yt, '�' :f§ x• t i' rtPx �j f t _ staf f Plan i We recognize3 that the success of any project will be, The team assigned to this'contract will be under the direction dependentFonitthel management and ,organization approachof, and all log iaticalassignments will be coordinated through utilized throughout the project. The'successful completion ] ��SJeniorViceRresidenti-DirectorofArchitectureandStructural of this contract requires a team that is characterized by Engine ering,rRbnal&Lanner, R.A., LEED AR Assisting Mr. strong p'rolect_man'agemenf, Ocommunication,-technicalLanner will UFStudio Director Kevin M. Paul,AIA, LEED AP. excellerncoyand experience. As proposed, the Architecture;T�hera�pproach/organization plan for the team proposed for and ngi eating Consulting Services for Engineering will be gq this assignment is descfibed below. managed)out of H2M s Melville and Riverhead offices. iTheq-, uiv4 t t fffJ .I II \\ Riverhead-office-is'a 25-minute drive to the Town of Southold,P)Mr. Lan ner's-project,involvement and direct responsibilities and the Melville office is Iocatedwithins60-minute drive—are summarized bel_ow:ON WALL from the�Town of Southold and will provide for appropriate J c�E nFT,rcG ;T,p N I N it, , Ensure that the project/contract milestone deadlines _ espouse to the TI wn s request within forty-eight hours i are met and monitor H2M team's performance and IIIII iservice delivery to the Town of Southold. As design professionals, H2M strives to listen, assst, dulde, I - -and-recommend-solutions-for-our-clients-in all aspects-of-- '-Attend-meetings-with-the-Town-of-Southold on an as- architecture�and engineering. We have a longihistory of neoeded basis to confirm project/contract schedule, working with�our clients to develop the best solutions for =budget, and to keep the lines of communication always their facility needs withindtfeir budgets.Qur goal is to design open. ro'ects-usin in directl from the end users includin hose that=manage=the=facility,--LV partnering=with-those�Mr. Paul s project involvement and direct responsibilities are / E C 1, 1)' 1 - �� Sum ed below: —individuals�during the design prroc�ess so the final product is 15X�Xi I f N+ once tha"t isovisually,appealing-organized-well-constr-acted, Monitorthe progress of the project/contract''and provide efficient, ,and economical. Through communication and technical guidance on an on-going, as-needed basis. teamwork we propose to assist the Town with architectural vV SECTION TO FRAME I Review co,nceptualFdesignLs;Idesign recommendations and engineering related services throughout the duration of I �I I C.• I and cost estimatesTION SEE the contract. Selected personnel will be involved throughout I m i l I Fnl INCA T DI I_AN I the duration of the project. Other specialized personnel will Assist in responding to comments and questions from bei availatj�e on an as needed basis to provide insight and the Town of Southold. the required degree of technical expertise. - -- - - L r'`' � ;- r' v ^x I v 4t= + staffing plan i it } w 1 - —_ —-_-- —f �1�� V ._..__...-..-___.. I� t�� � t� 4--M1fi"......� �V�-y STAIR �..._.... .... •J • Review schematic;, ;s design development and Monitor theproject/contract schedule!1and internal construction documents,. specifications and itemized budgets:-'Act,as necessary, fd keee(project in-line cost estimates for d6d&J compliance, program and =with the milestone dates and-orntrack with4he fees. budget requirements., ; l ! B I ' P l� �� t ; fclntegrate and oversee H2M s quality control program • Monitor the-thethe;bidding,-and-awarSd-phase' 1'1 ,' ' `"' fori project. !i o and construction administration phase and provide ` y P Ip cam! j technical guidance on an on-going, as-needed;basis: Weer cognize that the/Town`of Southold must have a point -J � t ,° 1 -- of contact within H2M for the entire projects duration, who can feud all the,en questions in a timely mannier: The Town'" ;;•;, of Southold should also feel thatlthe entire H2M.staff is,a �l resource available to - 1-c'mply�by'`pickingpupthe phone II a .. ; t. ti.- I and dialingithe point;of contact. Mr. Lanner.Will be the'point t i1 ! 6 ✓ .. I d = l ' .; of contact to act on behalf of the Town`of Southold•.•`'Should, - anlssue-anse when=Mr:'Lanner--isnot=available, or shouldZi - } a question arise with regards,to thi&project, Mr. Paul will be -. available to answer any questions.'• '. i..JP "� S._,• F e stF"? .^�---�� n ' ••.r soJ`E'-"-`- Ih addition Fto•veffective_managem@ent of the contract, H2M has organized a specialized team for this assignment, consisting of engineers and architects. Our organizational 1 j 1 structure has been established along the various disciplines that we anticipate will be required for this project. I l i l t. @r ; As an organization consisting of over 400 employees, Win= -Supporting Mr.,Paul daily will be-Mr. Michael Rubinstein, f ;JN it i s.cP I t_ �; ,�@ -•,; we believe we have the dedicated staff, the technical Senior Designer who will-be the Project Manager for this c c�TC r,I�F, 1`,; �,� s gam; resources, experience and the project management skills - ) INCI,contract/protect. Mr. Rubinstein s lmvolvement and direct i fes'fir"esponsibilities are summarized below- _ ___ �� -`, necessary to successfully serve the Town of Southold on —this-important-project—Our-staff-has extensive experience�L!----` !${�,N F!AIPrepare project plans for the purposes of introducing working together as a team. ; l projects to the team members. The project plan is an internal H2M document that provides all the necessary Resumes for key 'personnel as well as resumes - introductory informtation that the team requires to for proposed support staff are found at the end>of �,_ get an understanding of the-project and th-_erv_,rMp._r.o_j_e_ct_ jth—W '.-cto..�n_.dZrequirements.- • Conducts}project (kick off meetings and periodic, 4 internal project meetings to discuss the projects antl • co"o�-P.,tl!@i'tet` ework.nei i1z4� Managefand coordinatetf' � ! ``1J +•# -rx{i��(it`.�"f'! H2M personnel consisting ofpps,L'r `: all in-house architectural and engineering disciplines during preparation the re aration of khe Schematic Desig n' > '; 'v ��:fir 9" 4 1�?•.,,f •�i,iYr F• .,. t . F> j;�`��;� e4.:.,, ;4, ,�•• ti,�r.,s"� Design Development, Construction Documents, Bidding and Award;;Construction Administration'and ? �,f� Post Construction Phases. " • Schedule the work and prof a ct,tasks.soxthat.work.ca" .� n be completed systematical)y and efficiently. • Plan, schedule and attend periodic,meetings with r ) e I. D; til @ xr u,k.. 3the Town of Southold to review the progress of the 4_ I I R 1 € ral - planning, design, and construction-and s•convey all information to the p oject team. 125 P� a `' :1 2 • ;M 2 _ _ PRINCIPAL IN-CHARGE , Ronald B. Lannor, R.A., LEED AP Senior'Vice President STUDIO DIRECTOR 'Kevin M. Paul,AIA, LEED A'P Senior Architect PROJECT MANAGER' Michael D. Rubinstein Senior Project Manager '•_ _ °A,RC_HIT,ECTURE ___ •_ - - • __ u �� _.._..-.Sou nt _ ELECTRICAL EN,GINEERING' � Crystal L. Soudant --------�--�-�----�----� Timothy J. Schultz ` Ernest V. lannucci, P.E., LEED.AP BD+C Anthony W. Kim, P.E. John,E..Koziatek, EIT CIVIL/SITE ENGINEERING-�_- Michael W. Keffer, P.E., LEED AP ° `Sean P.:Callahan, P.E., LEED AP �STRUCTURA NGINEER/NG Walter J.Ackerman, Jr., EIT Scott D. Leh,n, P.E. The H2M Team of Experts have the local knowledge, professional experience, resources, and passion to provide professional services to the Town of Southold. . H 2° ey ;, Wi 1• T` Ronald D. Lanner, R.A LEELEED A ,..M1'.h.. rye,_`.:.. �- -� w .X��� , t r, r 5" , Senior Vice President, ^. Director of Architecture and Structural Engineering - "' Mr. Lanner has over 30 years of experience in the field of architecture, design and _1 construction,speciahzing in public works projects in the New York metropolitan area for which Mr. Lanner's projects have received recognition on both the State and National �.� level with design awards. a j Mr. Lanner has demonstrated a long standing commitment and passion for his work Y and as a result, has built his professional career on developing and mentoring staff while providing excellent work and excellent service for the firm's clients. As Director Experience - =_ >I��j1S,,w= for H2M's Architecture and Structural Engineering disciplines,Mr.Lanner is responsible p�`=!`'� for the overall performance, management, and supervision of H2M's architectural and Grunig,Wertz&.Assoc* t,�l ,,u.w l-,' structural engineering staff. His experience includes all phases and aspects of municipal ¢ GreativeGroup''Accfiitects ` and private architectural projects including: proposals, contract negotiations, contract ta. , v , . and project management, M/WBE and section 3 compliance planning and oversight, E Education ^ M' project design,preparation of construction bid documents,facility assessments,project !� . programming, QA/QC, bidding,and construction administration. ••_B Arch.,Rensselaer Polytechnic c Instituter i ; Mr. Lanner currently manages five architectural studios in Melville as well as the (` B-S= -Sciences„Rensselaer - ,;,° fi= � firm's architectural disciplines in White Plains,Albany, and NYC; and also manages the Polytechnic Institute''; - �' 'i = 1 r•, {rr�yit P'- firm's structural engineering disciplines in Melville and NYC. As part of the overall management and supervision of these groups, Mr. Lanner is responsible for providing i- } k 't,(C;? icense's/Cers tification , k; I',E; — Reg istered°.Architect.NYt )rc ice:`F” the vision and direction; providing leadership; client service and satisfaction; business -1 M d development and the pursuit of new clients; staff oversight and mentoring; promoting LEED,Acce`dited`P.rofesslonal;USGB.0 J outstanding communication; insuring corporate and discipline guidelines, policies and _ t � 9 9 P P ° 9 P procedures are in place and executed so that business and client expectations are being Committees'/0"rganizatians j met; and insuring that employees have opportunities for growth and upward mobility ) s '.�tt lis ,j>-�<' °' `• ' ` �Q% Huntin ton'Advisor Committee on,-n r" -,, g Y =.t,i�s" :3 within the department. I Energy Efficiency,�Renewables and - F Sustainability(ACEERS),'appoinfed' '. Mr. Lanner also serves as one of H2M's assistant market leaders in the public agency -2014• - r market. Mr. Lanner was H2M's first LEED Accredited Professional and also directs r :plc H2M's Sustainabilit Group. Honors%Awards , ` AIA,LI•Archi For Excellence. ;` ' • Selected project P , in:Architectu �� experience: 1ect exre,'-t'Jencho Fire. l Contracts and projects for fire districts including. Bellmore, Brookhaven, Centereach, Headquarters ;it,��s t Cold Spring Harbor, Copiague, Dix Hills, East Farmingdale, East Northport, Farmingdale, ''`' 1 Franklin Square and Munson, Hauppauge, Huntin ton Manner, Inwood, Jericho, Lehighton, � ,= "SilverStation,Style Award"J`encho. - .� 9 9 -; "" r ,i.;`' Mamaroneck, Manhasset-Lakeville, Manorville, Meadowmere, Middle Island, Plainview, EX -- Fire Headquarte'r's ' i, - lrti Rockville Centre, Roslyn, Roslyn Highlands, Ridge, Seaford, Smithtown, Stamford, and Notable Voluntee( tation;Stylbi'Award-' (� s ` "" '' "°` Westhampton Beach. East.Farrhingd'ale,Fife:Station 2 k ; — 70 Fire'News-Silver Award in'Superior,R;:.. r, A%�, • Term contracts and term contract projects for the United States Postal Service, Dormitory Design-bix Hills.Fir'e'Station�, ' � ) -,. -;,yJi~�s'. - Authority of the State of New York, New York State Office of Parks, Recreation and Historic FIERO Honor Award-Jericho Fire Preservation New York State Office of General Services,and the New York State Air National -i °' Head carters k; t "` « Guard C is�, 3 `` F,-IERO"New Const'ru"ctioh,Award- NY Air National Guard-Crash Rescue Facility ; Contracts and projects for New York State agencies including the Dormitory Authority of the 'at,Stewart'AFB �' �t '4 ;ti's;r' ; State of New York, State University Construction Fund, State University of New York, New ACEC,Desigh;.Exceilence Si(ver.Awatd a York State Education Department,New York State Office of Mental Health and offices under � - -Jones Beach West Bathhouse,,: ;, r, their jurisdiction such as the Office of Mental Retardation and the Office for People with Concession" Developmental Disabilities(formerly OMRDD),Office of Alcoholism and Substance Abuse. ACEC=Desigh Excellence Platinum i 4a'I'd-Jones Beach West:'Bathhou'se; ; tl Mdrine'.Ditnng;Rooiii -y jf�, +t yak f,.i`?^`.•4h., , 'c�� tOY r--,={ iia ' T--- Ronald B. Lanner, R.A., LEE® AP Selected project experience, continued: } " Contracts and projects for towns and villages including Brookhaven, Farmingdale, Floral y l! kvT>>•;e° `` 'r '' Park, Great Neck, Huntington, Massapequa Park, Mamaroneck, Patchogue, Riverhead and ;a Southold Contracts and projects for water districts including Bethpage, Dix Hills, East Farmingdale, �., Garden City Park,Glenwood,Hempstead,Hicksville,Huntington,Manhasset Lakeville,Oyster Bay,Plainview,Riverhead,South Farmingdale,South Huntington and West Hempstead Education projects for Bronx Community College, Lehman College, SUNY Farmingdale, the eta Miller Place School District,and the City of Stamford,CT. Wastewater projects for the State University Construction Fund (SUCF) for SUNY Stony Brook, the Town of Clarkstown, and the Villages of Huntington, Oyster Bay, Port Jefferson, Riverhead and Wyandanch. ( •"2,t :it,4<<. i Prior to H2M, Mr Lanner's experience included new buildings, additions, alterations and conversions of low and mid-rise buildings in New York City for performing arts groups, M�ti's'. �g W restaurants, offices, single and multi-family residences, and warehouses; historic restoration projects;exterior envelope assessments,rehabilitation projects for DASNY,New York City Housing Authority; and the New York City Department of General Services; zoning and codes consulting, and consultations to various governmental agencies �n ;,•-airs•-- ..,t'R: i r _ VS Wr y _,-y�,*•:Lv�r ka!;tib,- _ • ,,_ Kevin M. Paul, AIA, LEED AP r yu7 S " ` 1C Senior Architect Mr Paul has over 25 years of design and construction experience, in both residential and commercial fields. In his role as Senior Architect, he manages and facilitates all phases of architectural and design projects from initial studies through construction t 1 ,j administration. Focusing on commercial, industrial, institutional, retail and residential j projects in the private sector, he is responsible for preliminary design, construction rb, i document preparation,budgeting,scheduling,planning,code analysis and construction administration. Prior to H2M, Mr. Paul worked as a project architect in New York City and Long Island `3'. i on a variety of projects including; the New York City Parks Department, colleges and Experienc'e-.'• school districts, the Hudson Line Stations of the Metro North System and multi-family residential projects. In private practice for the past 20 years, he worked primarily on l LPAArchitects- `-, - _ _ ; W, `'` custom residential design and small commercial projects, including repairing and e_' fS3mi kV., k # elevating storm damaged homes on the south shore of Lon Island in conjunction with LawreneewL.•Smith ssoc PC �' 9 9 9 1 ` ;� Architects' t; the New York Rising Program. • ,-,,_ Weintraub&idi�Domenico Arc,hitec- ts . ' ` t Selected project experience: ,Bentel&Ben'tel:'Architects/Planners ., Mayor's Housing Recovery Office's (HRO) Build it Back program in Brooklyn, NY - Project Ed44(1-o' ,� ' Manager. Mr Paul is the project manager responsible for directing all H2M services under ,ls n = the Brooklyn Build it Back program. The program is being managed by the NYC Department BArch,The New York Institute,of•:. ; f i Techndlogy� <'-1r1 'i` 1 a� - i of Design and Construction (NYCDDC). The program provides CDBG-DR funding to Sandy impacted homeowners throughout the City for permanent repairs and resiliency measures 3�t, WA. Businbss,Admmistraion, ` g tiorf,t;Y ' including home elevations and full reconstructions at elevations above the Base Flood Suffolk-CommunitytCollege: • Elevation (BFE) Responsibilities included managing all architectural services on Sandy damaged homes ranging from semi-detached to attached homes including initial homeowner C. Lice nsesfCertifications'z --4', . ' meeting and documentation of existing conditions,evaluation of available options for raising ` the lowest floor elevation to Base Flood Elevation (BFE) plus two feet, detailed design of ' Licensed Arcnitecf�NY`° ' } P 9 ro osed elevation/reconstruction option and DOB submittal. LEED Accredited Professional,USGBC t,M„ • Various rehabilitation and flood mitigation projects including elevating existing storm 9 P 1 9 9 9 damaged homes on the south shore of Long Island since 1993. .i -- ix'Ct DC-9 Training Center,Wappingers Falls,NY. Converted an empty 16,000 sq ft prefabricated k t ,tt;,li building into a training facility for union dry wall contractors, glaziers, bridge painters and welders. The facility also included office and classroom space used for administration and �f �2 training. 16 Manolis Residence,Watermill,NY` Design/build 15,000 sq.ft.hillside complex including staff quarters, pool house, 50 ft. lap pool and tennis court situated at the highest elevation in {f' •;� _ •` d� it �= Southampton. - '�, ea, ^t 1'31>jyi�;.'s-•-`•., Main Street Retail Space, Sayville, NY` This turn of the century Carriage Repair Shop was ' `i; ="" • renovated to include the addition of second story dormers and completely new exterior materials, windows and signage The two buildings and off-street parking occupy the site which is on the main thoroughfare of the Downtown Commercial District in Sayville Apartments and Professional Space,Firehouse Commons,Bayport,New York:The Commons is located on the Village Landmarked Property where Bayport's first firehouse was built ' ~ e1 - • , ,i Completed in 2009,the complex includes three new commercial buildings with residential u 'a i• � es;it'.t"fiE ! units above and private parking ,�;��,;;•,.},, - �•'=� Sayville Library, Sayville, NY. A new library was constructed on a new site, land owned by . 4 _'T" the school district. The 40,000 square foot facility was designed with a covered portico for convenient book drop The project was done in conjunction with H2M Architects as the architect of record s Hudson Line Stations, Metro North System. New platform and canopy work on a number of Hudson Line Stations • `"' Michael D. Rubinstein Senior Designer Mr. Rubinstein recently joined H2M as a Senior Designer. He has more than 20 years ' I of experience in the fields of architecture, site planning, and design; specifically in the private sector of the New York Metropolitan area. At H2M, he manages all phases of architectural projects from initial concept to construction administration. His f . responsibilities include managing staff to produce construction documents for varied lith\ 4 C projects. He also coordinates work flow between architectural and engineering disciplines including MEP, Civil, and Structural. Experience -.;i1 �s �tv'e�, l`' i Selected project experience, prior to H2M: H2O'° N� l iiil l- t - Tyree Engineering r5 � Shoreham Plaza; Shoreham, NY: Major facade renovation and 3,000 square foot addition. R-Design Consultants Inc. ,�I�a;11- Project consisted of 500 feet of facade replacement and a 3,000 square foot addition for a Pinner,Ar"chifecture�6-, s� ; dance studio Coordinated with local Civil Association and Town of Brookhaven on design. 1 a e Project was approximately$1 2 million the deThe molition on o Port he existing structure Proposed ndproposedguare new sqoot uare uare footage•Coordinated uired with - n 5 r`,�C1 9 q 9 J,1 Education the Inc.Village of Port Jefferson and the Architectural Review board to design the restaurant &Arch,New York Institute.of in keeping with the character of the village. Project was estimated at$250,000. rs1,��1,1��� 4 pt Teehhofogylitr l Selden Plaza,Selden,NY- Approximately 200 feet of facade replacement. Coordinated with i 5' the Town of Brookhaven on design of the proposed facade replacement. Project came in on Membershi❑°sCeAl,'-i`=` time and on budget. Project was estimated at$150,000. e lfll(Sachem'SD Capital Projects ,v —U, Aliano Shopping Center; Miller Place, NY- Approximately 400 feet of facade replacement. Advisory Corn mitteesMember 20 N-!f ` i Coordinated with the Town of Brookhaven and the local Civil Association on design. Project came in on time and under budget. Project was approximately$200,000. kp l,C" at� is w:i�1}Cgil03 ru�tkt'f;j ^ .t n. rg 61 tl yt�ryr��p,�i-1�1 r�L } 11 ,4 A y'j'pa:�1 ✓ tpz r+Et ' 1 rl }i; 2 r deli IOk4, '' j S ' rj - • 'r'�� �!4l f i - 5 •41\. P a)�;��°�r��t�i i• lr. 5-���'� • ,yam I � s if�.U �'��?'v .. u�,ti tiixlLa - ....�:^ -purer -- � ; Crystal L. Soudant f Staff Designer Ms. Soudant joined H2M initially as an intern and became a full-time employee as a k Staff Designer. She has been exposed to several types of multi-faceted projects and l` works on all phases with the project team. Her responsibilities include, but are not !. , . P P 1 P limited to,conceptual design, preliminary design,and construction documents through the construction administration phase for various projects. - f, Selected project experience: Expenence Public {_ .T'li7 , State omas'?J�Scavo Architect } Education Work D Department permittingItbiddinlg,andyconstgructionsadmin administration fors school Hyde III Architect ti,,�;v've'�r.;• district renovations including Carle Place, Elmont, Farmingdale, Kings Park, Malverne, - �, Mineola,South Huntington,Uniondale,and Valley Stream. rte, Education r L- Architecftorat Construction _, Health Care Projects Worked on several Bristal assisted living facilities for the Engel Technology;Suffolk County Burman Group, interior alterations for the Independent Group Home Living Program; and Community College , ;j TT U1, - interior alterations for the Gurwin Jewish Residence Building. _ B.S.,Architectural-Engineering;SUNY � 0"' Farmingdale t ( ��e Residential Projects: Worked on new construction and renovation work,demolition of existing n� 0 1 conditions and design of new alternations and/or floor additions Worked with clients to Licenses/Certifications execute design ideas and concepts. Communicated with Town Building Departments to OSHA,10=hourTraining.ink (oil,d, �"''" execute permitting process efficiently. C6i)s6uct16'n'S�afety.&Health c ''�1 NCARB Architecture Experience; t ;l 'Program �o� ,it '' � Commercial Projects. New construction and additions/alterations and legalizations while CPRS "'' .oto, - working with clients to execute design ideas and concepts. Communicated with the Town c., ,Certification "i5r Building Departments to execute permitting process efficiently. i�ril�xl �; � Saint Bernard Project Uplift. Elevated existing homes of tow and moderate income �- -- ��t households to a height above the minimum base flood elevation as determined by the Federal Emergency Management Agency (FEMA). Worked on homes that were damaged from • - �, ,f.���t,,`fct,c,4�; Superstorm Sandy. Work included handling semi-detached homes including documentation of existing conditions, evaluation of available options for raising the lowest floor elevation rahfl•a " ^ �t „' to Base Flood Elevation (BFE) plus two feet Design Flood Elevation (DFE). Provided detailed ,;P, '2 design of proposed elevation to be submitted for NYCDOB approval. Prior to H2M, Ms. Soudant worked for another firm where she assisted with field work,drafting existing conditions,and creating sealed plans for residential buildings. ri • t L tS C���� ,c.y { J '��a.,,r��-of�..��`1l li ,''f �,�1��� l• — t !J { C 4S Timothy J. Schultz I, Project Designer Mr. Schultz prepares and coordinates preliminary design and construction drawings in v. . ' ;,, ••' d the architectural department. His other responsibilities include document coordination, materials research and selection,as well as assisting with shop drawing review,bidding services,construction administration,and all other phases of project management. Selected project experience: r, ��s;"• Preliminary design,design development,construction documents, and bidding services for _ •,���( �-�,,u,,t,.::,- ` an interior renovation of an office building for the Hicksville Public Library. iul Experience - �+ �` Preliminary design, design development, construction documents, bidding services and 6 H2M ip'D! yj construction administration for a new 18,000 square foot headquarters building for the ,.,-Ward Associates r�4'r ���ba Mastic Volunteer Ambulance. Preliminary design, design development, construction documents, bidding services Education' - ri '� 1 �`;� ,i and construction administration fora 32,000 square foot headquarters building for the B'.5.,ArchitectureATechnology,-New , Westhampton Beach Fire District. �,(York Institute of Technology- n,, �a S - - Construction documents and construction administration for a roof replacement protect at License`s%Certifications` Copiague Fire Distract Headquarters building. s� JOSIiA1"0,hour H2MProjeetr {�t`l�tii �� =, 1 .��. Design,bidding,and construction administration for the demolition of Smith Hall and Hughes Mahagement-Frdgram UttU Hall at Farmingdale State College. Design development and construction documents for a complete renovation of existing lower level of Whitman Hall for Farmingdale State College. ` Construction documents,specifications,and coordination for the demolition of Lehman Hall and President's Cottage at Farmingdale State College Design, construction documents, and coordination for GOSR Storm Hardening of the Oceanside Critical Facilities, Oceanside Sanitation, Oceanside Fire, and Oceanside School Districts,as well as the East Rockaway DPW and Recreation Center. f,�3 'i � . . � +,_;� Prior to H2M,Mr Schultz worked at Ward Associates where he assisted with design development, construction documents and construction administration for various projects at Farmingdale State College. ,'qqt�y ul•��3•'��" t ' - � _ Lal_ ti}l rap; iS't �r3U Llio�it i Ei Iii•ta1l�tSl1��'�: Ernest V. lannucci, RE., LEED AP DD+C Vice President, Department Manager— Electrical Engineering Mr.lannucci directs the preparation of specifications and plans for the design of electrical power systems,utility and emergency back-up power distribution,fire alarms,security, 1 CCTV, access control, motor control and instrumentation and control systems, and inspects and evaluates existing electrical systems. He has an active daily role managing the various disciplines assigned to various electrical projects to ensure that projects are ` proceeding in the right direction and on schedule. He also reviews construction shop drawings and is involved in the construction inspection of electrical systems designed. One of Mr. lannucci's main roles in the electrical engineering department is to ensure g that all designs leaving H2M's office are in compliance with the current Federal, State, �3 F,55 Town and Village codes and standards for the location in which the designs will be T�DI - Experience, �, 11 `V ���~ ., constructed. 4=1r tt ' Mr. lannuccis experience and knowledge of the local codes and standards has been ' _1h'i� H2M' P 9 - } « ` valuable in the review of plans and specifications for the Village of Farmingdale, for l Manhattan College Depar{tmeifit of'� P P 9 9 '-`'-b' ` which H2M is the Village engineer. - 'ElectnealyEngineering,Information °� 9 9 - Te'chntology Department t{° ,1��i �, � E Selected project experience: Education _- Stony Brook University Campus, Hilton Garden Inn Hotel- Design of all electrical plans and l B.S.,Electrical Engineering,M'anh_attan- specifications for new hotel. Design consisted for new electrical utility service, electrical 'Coll'ege, r1 kq CC; switchboard, general space and specialty lighting, exterior/site lighting, lighting control ; system and fire alarm system with public announcement capabilities The design also Licenses/Certifications �,J ttf,cc• included a new 15okW emergency generator.Construction oversight was also provided. rr rI1V�&''' 1 Richman Group Development Corporation, Mulford Gardens Apartments, Mulford Gardens Professional Engineer•:NY,NJ C�- Vineyard,Ashburton Apartments- Electrical design of plans and specifications of multiple LEED'Aceredited'Prdfessional;USGBC - i i �1•, i residential apartments Design included new electrical utility services, utility power LEED-AP Buil"di'n"'g Design and distribution for all general spaces and dwelling units,power distribution throughout individual - :; zl:. — CD Construction Accredited,USGBC tr C,,l dwelling units,general lighting for all general spaces and dwelling units,fire alarm system { i(ti1Fi'tt and residential fire detections stem The design also included emergency genera for Project Mait'nageme,n�Training � y g g Y g,Program,H2M1�1 each apartment building. 9rr, l—1 —ss Engel Burman Group, atisdnBuilding ist electrical Members h, system consistingof elctrricalulityserviceelctricall distribution switchboard, lighting r &P16stit&e of Electrical''and,Electronics t,� ,9 power and controls, power distribution for commercial kitchen, electrical distribution for Engineers,Inc: Sl =I 4'J C dwelling units and fire alarm system The design also included a 500kW emergency generator g r' r� for life safety loads,specified building loads and sanitary lift station - I 'Na_tional,Socsefy of;Professional Y P g y Engsneers - s, USPS Morgan P&DC,Mid-Hudson P&DC NY-(1) Design of a card access control system and I� New Jersey Society of Professional I incorporated a PC-based system and card swipe technology. Entry systems were modified 9- .Engineersp'k6 `r`'t' • f to include turnstiles and magnetic door locks. Access control was interfaced with fire New York State Society of-Professional2,1 alarm system and postal police central monitoring system. Postal police were enabled to Engineers, _ a = i+�, -'r�i"�� j remotely release door(s)in critical situations.(2)Design of CCN camera systems to provided ,� q.,.4 1 NeWlYdrk Water Environrnent ° observation in both the interior and exteriors of the facility.Central monitoring stations were 4is1`" Association, i designed for postal police to monitor operations 24 hours a day.(3)Design of several electrical ` ;c s '' ' building site prep designs for propriety postal equipment such as DIOSS, BDS,VFS,AFSM America n.Water Works Association i a�-,tR�"t�-t'" j and DBCS machinery. (4) Morgan P&DC - Investigated and designed modifications to the Long`aIsland Water Conference , �(ri g)t`, ( existing power distribution system,allowing the existing multiple electrical utility services to Illumination Engineers SocietyNorth-- America r ri t(Jivic',1 I evenly carry the various building loads,eliminating the annual excessive distribution penalty s� tlt,,l ; of 20 percent of the construction fee for the installation of an additional electrical service, proposed by the local major utility company. Nassau Count Department of Public Works, Ba Park Sewer Treatment Plant- Assisted 1 1V Y P Y ttt{���'''t2�� '�� n' r• in the restoration of the plant to operating condition in the aftermath of Hurricane Sandy ' t ' Performed damage assessments of various buildings,electrical equipment,conductors,and t 'tsi�ll�l�,r conduit. Oversaw testing of equipment, conductors, etc in order to determine severity of water/sewage a dama e.Wrote-up emergency work orders for the repairs to be performed vi,is h 9 9 P 9 Y P }y1tt(,Ct�S I by contractors to get damaged equipment up-and-running or replaced with the goal of restoring various plant-wide processes. Prepared damage reports, inventory of equipment, and code compliance inspections for FEMA. tr Ernest V. lannucci, P.E., LEED AP DD+C Selected project experience, continued: F °" Stony Brook University Hospital-Electrical survey and evaluation to generate a report and " preliminary plans identifying the existing conditions and loading of several of the existing P YP Y 9 9 9 9 normal and emergency switchboard, and power distribution systems within the Health Services Center. The evaluation identified overloaded areas and proposed options to alleviate to issues • Towns of Brookhaven, Riverhead and Smithtown - Design of new underground fuel tank systems, including new electronic fuel dispensing systems, electronic monitoring/gauging Lr systems and electronic fuel management systems i Hicksville, Uniondale, Middle Island, Smithtown, Manhasset-Lakeville, and Plainview Fire -- ,r Districts - Electrical design plans and specifications for new buildings and upgrades / expansions of existing buildings Designs include utility power distribution systems,general r rr i ? '= '' space lighting,exterior/site lighting, building facade lighting,specialty applications lighting, fire alarm,access control,security,telephone,data network distribution, emergency ower r and CCTV systems. 14,'A��;•tfi,t'La C``' t. FDR Park Pool Filter Control Panel Upgrades-Design of the control panel for the three 1500 mn GPM pumps, three open DE filtration tanks, chemical treatment systems and mechanical upgrades to the piping system. ;C"C; moi' Polo Grounds Heating Upgrades - Supervised the design for the installation of heating systems for the comfort station at Bethpage State Park to allow the facility to operate all YY P yfitk-` "'i` " year round The design included the selection of electric unit heaters and the associated electrical upgrades to the building Carousel Building HVAC Upgrades, Hempstead Lake State Park- Supervised the electrical design of a new central heating and cooling system for the Carousel Building The system was designed to provide heating and cooling via a gas-fired split system air handler/furnace. Y 4F: The design included the installation of a new 1000 gallon buried propane storage tank for the facility and gas-fired unit heaters around the carousel area. Mitchell Park Greenport - Designed new dock lighting and new underground high voltage utility redistribution to the surrounding area in conjunction with the electrical design of rp Cif" several new smaller facilities. C, SUNY Old Westbury,SUNY Maritime,Island Trees School District,Hewlett Woodmere School "4 District - Plans and specifications for new baseball field lighting systems including all associated photometric and voltage drop calculations,power and controls IL Hewlett-Wood mere and Island Trees School Districts Plans and specifications for new football field lighting systems including all associated photometric and voltage drop calculations power and controls _ Hewlett-Wood mere, Baldwin, Island Trees, South Huntington, Locust Valley School Districts Electrical design plans and specifications for complete replacement of the existing fire detection s ystems.The systems were phased to maintain the existing fire detections systems until the new system was completely installed,tested and approved prior to removal of the 'l existing systems. South Huntington School District-Design of district-wide fiber optic data network Dedicated fiber optic cabling was distributed over several miles from the NOC to all of the districts properties 1 3 , n rt+; to isu '{• 1� Y 'l GreeplawnPWater Districts Hicksville, Electr cal plans'and specifications tFranklin Square, a new volatile organics 4'�3tt`UYfL : removal plant,including new motor control centers PLC controls and emergency generator t>�ti[ 11ti `=c", for back-up power. -n.: Old Westbury Water District-Pre are plans andspecifications for rimar volts e distribution to the water district from LIPA buried feeder. New generator primary voltage switchgear Brookhaven Memorial Hospital-Designed the complete electrical system consisting of new motor control center, emergency power generator, power feeds for all motor loads,and all `fin, y' STP wiring to interface from plant control panels to the MCC for completely renovated So Anthony W. Kinn, P.E. -) ' m Senior Project Engineer— Electrical Engineering Mr. Kim's responsibilities include the design of power distribution, new electrical ;,, „, t• services and service upgrades, emergency generators and systems, interior and exterior lighting, fire alarm systems, CCTV and access control systems, and security alarm systems. He is also involved in shop drawing review and construction phase services. Mr. Kim is proficient in Revit MEP and has developed the electrical portion of J the building information models (BIM)for key projects. d I Selectedproject experience: ) 5 }p G r Estee Lauder Companies, Inc.- Electrical design of plans and specifications for converting 1,200 square feet of existing warehouse space into a new bio-fermentation laboratory _ ) Experience - t"'H2M ; ',P Electrical design consisted of power distribution to two 3,000 liter reactors and two 1,500 {^ '" ' liter totes,general space lighting, and power distribution to new mechanical and plumbing _ i-, Metropolitan Transit,Authority' i equipment. Power source for new power distribution was coordinated with Estee Lauder. b• ::1=1 ;, 4'� `j Construction administration services were also provided for review of shop drawings and - Education, f&0jf t:6 l.,,,' review of RFIs B.S.£El'ectric'al Engineerin — g,Polytechnic — ;ii+�University ; } 1 s q t t} Estee Lauder Companies,Inc.-Electrical design of plans and specifications for expanding and renovation of existing 2,500 square foot make-up lab Electrical design consisted of power - j .t+r dLicenSe%CertffiCations distribution to three kettles,one 300 liter,one 2,000 liter,and one 3,500 liter,general space -- %`' Professional lighting,and power distribution to new mechanical and plumbing equipment. Power source Engirieer:NY . ., yf `,° 5 '; - . ;��n;.°t3.1��-�; � Project Management,Tr'aining Program,. ,i i M'�y` V •` _' - ? of new power distribution was coordinated with Estee Lauder Construction administration t•,e services were also provided for review of shop drawings and review of RFIs — ra ;; ra to;til t Generators at Fire Island- Designed four separate diesel fueled generators for four different _ ( �,6;ilzi F•+ qfi y _ { sites on Fire Island (Kismet,Village of Saltaire,Fair Harbor,Ocean Beach)for the Governor's f Office of Storm Recover (GOSR) The design included steel platforms to elevate the i generator above the Base Flood Elevation and Design Flood Elevation as required to meet all rE,'.;�L of FEMA's requirements. UL2085 diesel fuel tanks were specified'to meet all of Housing and Urban Development's(HUD)acceptable separation distance requirements(ASD). , Locust Valley School District- Design of an electrical service upgrade with the replacement of a 2,000 Amp(120/208 Volt)switch board at the Locust Valley High School. The replacement ) of the switch gear included the coordination and tie-in to the main 2,500 Amp(277/480 Volt) service equipment located in the adjacent Locust Valley Middle School. Design included the J +?1st1ffi',ltcl: -. " phasing and coordination of the electrical shutdown required to be conducted in the High (-) £i School Buing tg. shutdowns were provided to specific areas in the building that requiredpower 4« Engel Burman Group,New Bnstal Assisted Living Building-Designed the complete electrical ai 'iV`,;},.,tt_ i system consisting of electncal utility service,electrical distribution switchboard,4,000 Am ! tri,g4tt�9r,. , . 9 Y P { „ ,•z° F}��U', lighting power and controls,power distribution for commercial kitchen,electrical distribution ( for dwelling units and fire alarm system. The design also included a 500kW emergency lh: f generator for life safety loads,specified building loads and sanitary lift station, Blue Sea Development Company - Electrical Design of plans and specifications of 17 residential apartments and sewer treatment plant. Design included the layout of the electrical utility service loop required for the utility distribution throughout the site. The - F service toop was coordinated with the local utility company to provide all required setbacks t,,,,h v °• _ ,� '����zand clearances Design also included new electrical utility services,general power,lighting, y{ t ;11i-;; 1 and fire alarm system Dr. Robert Thomas - Electrical design of plans and specifications for interior alterations i,}== '' :s located in Astoria,Queens. Design included new electrical utility services,power distribution gg � system,and general lighting for all spaces. R Squared LLC, New Frontier- Electrical design of plans and specifications of three story building consisting of multiple retail spaces and residential apartments All construction ', yv�4;t iwr.P tY. liS,})S34}. M1 .. it. .; "" '.•• � sa. `. Anthony W. Kinn P.E. Selected project experience, continued: documents were created on a BIM (Revit 2013) platform. Design included new electrical utility services, utility power distribution of all retail, general and dwelling spaces, power distribution throughout individual dwelling units, general lighting for all spaces, fire alarm system and residential fire detection system. 1 Competition BMW of Smithtown— Electrical design of plans and specifications of electrical b„-.F . upgrades for new building renovations All construction documents were created on a BIM (Revit 2012) platform. Electrical upgrades consisted of new electrical services and distribution to each building, general and specialty lighting for all spaces, lighting control systems and fire alarms stems. The design also included the operation of the existing service bays throughout duration of construction. _ Huntington Manor Fire District, District Training Building — Electrical design of plans and specifications for new fire house training building.All construction documents were created ` s`' ss1 f t• ' }� L;, App t-" on a BIM (Revit 2011) platform. Design included power distribution system, general space as lighting,and exterior building lighting Uniondale Fire District,Brookside Station-Electrical design plans and specifications for new fire house station. Design included utility power distribution system,general space lighting, _�f S�t'tiE'tS S l exterior site lighting and fire alarms stem and connection to ex ting emergency enerator. Valley Stream School District, Robert W. Carbonaro Elementary School- Electrical service i f4i upgrades, new primary feeders, new pole mounted transformers, new secondary feeders and new main distribution panel board.The design included an 800 amp main distribution iu future that usefeConst Construction oversight was also panel. board existing n ovetpanel prrovided rid several subpanels were added for Smithtown School District—Reviewed the electrical conditions of the District's 14 buildings s,.:. _ �• } s and prepared a detailed analysis of recommended electrical improvements Electrical t ''{+*•• 1� i. evaluation report with all recommended improvements and construction estimates was also prepared 1,• Suffolk County Community College,Montaukett Learning Resource Center-Electrical design ' S x 'ii' plans and specifications for new library building. Design included utility power distribution systems, general space lighting, exterior/site lighting, building fapade lighting, specialty Y i;bl{ 't�u ,'r"' 1• ' ) applications lighting,fire alarm and tie-in of existing emergency power generator system. Stony Brook University Campus, Hilton Garden Inn Hotel-Design of all electrical plans and =v s specifications for new hotel Design consisted for new electrical utility service, electrical switchboard, general space and specialty lighting, exterior/site lighting, lighting control system and fire alarm system with public announcement capabilities The design also included a new 1 50k emergency generator.Construction oversight was also provided. Richman Group Development Corporation, Mulford Gardens Apartments, Mulford Gardens Vineyard,Ashburton Apartments - Electrical design of plans and specifications of multiple residential apartments Design included new electrical utility services, utility power distribution for all general spaces and dwelling units,oower distribution throughout individual } , ' ' g units,general lighting for all genera[spaces and dwelling units,fire alarms stem dwelling 9 9 9 9 p 9 Y Z4,` ' ',z''4 and residential fire detection system.The design also included emergency generators for each apartment building. Oyster Bay Sewer District,Sewer Treatment Plant and Pump Station- Prepared plans and specifications for replacement of influent pump controls.Design included the installation of ~it`�1c4J1s •' new variable frequency drives for three existing pumps. I'' •°, , ,. „ if;,,:y;k�Q;, , , _, � Garden City Fire District, Administration Building - Designed a 10kW photovoltaic system " f _ consisting of panel layout, inverter system, utility cogeneration disconnect and integration to�.� electrical system .. �, kY''a"-t"•,`.. Mercedes Benz of Smithtown and Huntington — Designed the electrical upgrades for the �� i, t+�ss"l';'.v• l` `'•r,i renovations of two dealerships.Electrical upgrades consisted of new electrical services and •' � - f {lss` distribution to each building, general and specialty lighting for all spaces, lighting control systems and fire alarm systems The design also included the operation of the existing e�15Ph5 t -- "; aY I Jon E. K®ziatek, EIT '° NM Project Engineer Mr. Koziatek's responsibilities include the design of power distribution, new electrical services and service upgrades, emergency generators and systems, interior and exterior lighting, fire alarm systems, CCTV and access control systems, and security 71 alarm systems. He is also involved in shop drawing review and construction phase services. Mr. Koziatek is proficient in Revit MEP and Autocad. He has also developed the electrical portion of the building information models (BIM) and performed clash P 9 P , _ detection to reduce coordination issues with other disciplines for key projects. I Selected project experience: 11 t_',x" ' Engel Burman Group, New Bristal Assisted Living Buildings - Designed the complete • Experience • „-"; J electrical system consisting of electrical utility service 4,000 Amp electrical distribution -H2M r • '! switchboard, lighting power and controls, power distribution for commercial kitchen, electrical distribution for dwelling units and fire alarm system The design also included a !pr Educat•ior1L, 600kW emergency generator for life safety loads, specified building loads and sanitary lift 1�- t " 1.zt B,S.,Electrical and:Gomputer. ,, 4,�, 3 station All construction documents were created on BIM (Revit 2015-2017) Platform r -- Engiheering,,New Yohkilristltute•of' t�P', ;'�`'' Locust Valley School District - . Design of electrical service upgrades for four buildings Technology-. > i �r including new 2,000 Amp switchgear, 800 Amp main distribution panels, general lighting r' and power distribution panels The project also included phasing plans and development f License/Certifications, -c` P 31r r ^ of specifications, as well as construction oversight Review and coordination of Energy Arigine'er-ln`Training,NY OSHA,10=hour-Construction and.Safet °" Performance Contract for Locust Valley School District Including a PV Design,Cogeneration a Training, _, ;: Y 1 System,Lighting Upgrades and replacement of existing transformers Gabrielli Truck Inc - Design of new systems for two 100,000+ square foot buildings being combined.Design included a demolition plan,electrical service upgrade,fire alarm,and LED lighting layout and controls for office,garage and exterior spaces.The project also included the design of an explosion proof system for a CNG repair area as well as the interlocking of ,l'',tltthF. " 1 qui mechanical equipment controls.p �;`l•, ) � '.'r` f p Neptune Township,New Marina Building-Design of all electrical systems for a new building, including office and garage spaces located on pilings Design consisted of power distribution s S l:4ti system including a 10kw photovoltaic system and provisions for future generator installation, power of HVAC equipment,fire alarm,led lighting layout and lighting controls.Provisions for h` }, exterior site work and coordination with the utility were also performed. Building Assessments and Equipment Inspections -Visual and hands on inspections have been performed at Locust Valley School District, Fillmore Gardens Co-Ops, Mary Brennan .`,; • 'ir: ! Inn,and Westminister Hall Apartments. Assessments include an evaluation of the condition of distribution equipment, electrical service size and adequacy, Lighting, and fire alarm tnl ° Reports are produced identifying field conditions,code violations,and deficiencies Additional recommendations are made for future upgrades and phasing plans 'tjjfl, rtt s i Arrow Street, Grey Barn - Project included the development of five buildings containing multiple residential apartments and commercial spaces. This project contained several, ry_ 5;r�1��•",, Phases and required the design of the power distribution system, HVAC controls, interiori.}u ) lighting controls, and fire alarm. Responsibilities also included the development of it specifications and coordination of site work. All construction documents were created on ldli BIM(Revit 2014-2016)Platform - �4 'ta4„u ,= ,'e Hempstead Sanitation, New LEED Building - Design of all electrical systems including electrical service,power distribution,site development,fire alarm,lighting and controls,and ' metering equipment.Project included a roof mounted generator and modification of existing distribution equipment on site All construction documents were created on BIM(Revit 2013) Platform. Clarkstown Emergency Storage Facility-Design of electrical systems including lighting,fire alarm, ower distribution for a large vehicle storage facility.The design also included site P 9 9 Y 9 Lighting,control of HVAC equipment,and provisions fora portable generator, Al Michael W. Kieffer, RE., LEED AP Vice President, Director of Civil Engineering ' : 8.4•,, Mr. Keffer is a professional engineer with over 30 years of diversified civil engineering a and land development experience. As Director of the Civil Engineering Division, 1 .'t . '.� I he manages the civil engineering, land surveying, landscape architecture, and LL `t1 Cl ', ' environmental planning practice areas within the firm. Mr. Keffer is also involved in site development protects from client interaction, site plans, municipal approvals, N. permitting, public hearing testimony, through construction. He works on a variety of private and public protects including commercial, residential, retail, municipal, hotel, fire and K-12 facilities. In addition, he is the technical coordinator of MS4 program for numerous local villages. He coordinates the efforts of all involved disciplines, Ex eriehce r`r i s` engineering design staff,and oversees project budgets and schedules. P_t�.�,,,:, �^`� f 9 9 9 P 1 9 'H2M,,�,E P,,aulus,Sokolowski arid Sarator1f,�kS , Mr. Keffer also assists as Village Engineer in the communities of Bayville, Farmingdale, Sear-Brown:.,'' and Great Neck. In this role, he provides the technical review on site development .1 `Fai'rf"ax County""Department of Fublic;, , applications for Village Boards' of Trustees, Planning Board, and Zoning Board. In f Works r )tip;;,� ` ,' ! addition, he represents these Boards as Village Engineer during public hearings. ;.Paciulti,'Simmons andAssociates Selected project experience: i Educati'dn t3''-° '" Stony Brook University Medical Center, NY: Project Manager responsible for overseeing M A.,Public Admini'stratioh,;.Geofge:t , 6ti Phase 1 East Campus parking improvements which include the engineering design of Mason.University_, lP<a1'tt'�'`"'1A 650 new parking stalls, over 3,000 linear feet of road improvements, traffic roundabout, :r'y� (t�`,��.i'=v`' streetscape, street lighting, storm drainage system and water main extension with an s_B..S.,�Civrl Ehgihee&ing,Virginia Tech.-',-, # s,t}"` estimated construction cost of$7 million ;u'4Y,rk'�yt4��t� S � Licerf6q;s'/Certifications` of Forest Laboratories, Inc, Commack, NY: Project Manager responsible for site plans and Professional Engineer jNY,�,NJ;VA.,, "'i permitting for the site redevelopment of an existing 423,000 square foot building on a �i4iw'1,�4'1�- ✓ LEEDLAccreditediProfesesi'on'at,.USGBC= 33 9 acre site. The new plans include the addition of 433 parking spaces, 572 land banked Professional'Liability Education r parking spaces,drainage improvements,expansion of four separate onsite sanitary disposal �I Program,DPfC;a = y i :& 1; j systems,and landscape architectural elements on two sides of the existing building. Ps e iect Management Certification ro a Hilton Garden Inn, Ston Brook University NY: Project Manager responsible for site plans Desi Hated Plans Examiner-���;r t.- ""`` `4 � -' .g Y Y 1 9 P #'` i and permitting fora 5-story, 135 room hotel on an 11 4 acre site Coordinated and obtained approvals for offsite sanitary sewer main improvements with Suffolk County Department of � tlMember'ships u i Public Works and Suffolk County Department of Health Services r,rare•;r i American Society yof,,,Civil1Ehgineers 1 &IJ '=10- , , • BAPS Temple, Huntington, NY. Project Manager responsible for overseeing site engineering r, ,u 'Presentations - a ! plans for a 24,500 sf Temple building on 8 acre site and obtaining regulatory approvals from Best;Practices,for-a',-S'uccessful the Town of Huntington and the Suffolk County Department of Health Services. `NYSDEC+audit'of a Vitlage,M54 r El� Stormwater Programer Nassau?Courity s Emergency Storage Facility, Clarkstown, NY Project Manager responsible for managing a 4.f Village OfficialsaAssgciati'on;October j multi-discipline design team for a new 20,000 sf emergency storage facility along Route t.,., 2012 304 in Congers,NY The facility provides indoor storage for emergency equipment and office space and included driveway,parking,and utility site improvements. Stormwater Management Plan for Mastic Beach-Smith Point of Shirley,NY- Project Manager +F responsible for managing stormwater analysis for an area encompassing approximately 2,800 acres within the Village of Mastic Beach and Smith Point of Shirley. This project was identified in the New York Rising Community Reconstruction Plan(NYRCR)Plan dated March 2014 as part of the Governor's Office of Storm Recovery(GOSR) Stormwater models were + +;il`ir'tar: j developed using the SCS method to evaluate the capacity of existing drainage systems ii capacity to discharge runoff for a 10-yr, 24 hour storm event. Based on this analysis, ,� recommendations to improve resiliency for the existing drainage systems and areas which (.tenv a frequently flood were developed which included pipe and structure upgrades, tide check valves, use of public land for stormwater storage, infiltration and green infrastructure measures where feasible ` `4 "` Michael W. Kieffer, P.E., LEE® A - � - f Selected project experience, continued: Paerdegat Basin Boat Docks,Canarsie, NY. Project Manager responsible for overseeing the engineering design and environmental permitting to replace over 4,000 linear feet of boat dock including fixed and floating docks, piles and gangways for National Grid and the New York City Department of Parks & Recreation The project will provide 140 boat slips, each with water and electric service pedestals and will be handicap accessible.The construction ` estimated cost is$3 6 million ; Mental Health Associates of Nassau County, Hempstead, NY- Project Manager responsible ` for conceptual site planning, and site engineering to implement flood mitigation measures at a property within the Village of Hempstead The property abuts a Nassau County drainage channel which overflows during short duration high intensity storms which floods the t � - u' ; parking field and building The project included the implementation of a passive FloodBreak gate and swing gate with new retaining walls along the periphery of the building which will eliminate future flooding of the building. Manhasset Valley Park,Manhasset,NY Project Manager responsible for land surveying,civil l engineering,architectural,structural and MEP services for major park improvements which __ •; (r' ' } }' ' 1 include new lacrosse and baseball fields with stadium seating,playground,parking,walking ae- trails,site lighting and comfort station facility North Hempstead Beach Park, Roslyn, NY: Project Manager responsible for conceptual site ,d planning, land surveying, and civil engineering for two synthetic turf youth baseball fields with fencing and dugouts,and a grass soccer field. Due to shallow groundwater and marginal - �'. t>' F ' soil conditions,a linear leaching chamber system was designed for stormwater runoff. i ~ rfYa, s }f Villages of Bayville and Great Neck Village Engineer responsible for providing technical review of site engineering plans and subdivision plans for Planning and Zoning Boards Villages of Plandome,Great Neck,Bayville,Farmingdale,Port Washington North,Lloyd Harbor, and Wash ingtonville, NY. MS4 Stormwater Program Technical Coordinator responsible for preparing and overseeing the MS4 Annual Report and Stormwater Management Program (SWMP) annually for local villages to comply with the New York State Department of Environmental Conservation General Permit requirements Nassau County DPW, Post Avenue Emergency Repairs, Westbury NY Project Manager responsible for overseeing the field investigation, due diligence and engineering design to replace 4-24 inch diameter CMP pipes totaling 920 linear feet at the Long Island Railroad bridge crossing which was damaged by a historic rain storm event in August 2014. Sag Harbor Pavement Evaluation: Project Manager responsible for managing the pre- and post-roadway condition assessment surveys on approximately 1 7 miles of trucking haul routes to and from a remedial clean-up site for a manufactured gas plant operated by National Grid 1 x`r'}i,,{;.,`��'u?°• `amu ;. - _ - .. : Rockaway Park Pavement Evaluation. Project Manager responsible for managing the pre- andpost-roadway condition assessment surveys on approximately 0.54 miles of trucking haul routes to and from a remedial clean-up site for a manufactured gas plant operated by IgNj National Grid. vu f Sean R Callahan, P.E., LEE® AP = t Senior Project Engineer Mr. Callahan is a professional engineer with more than 17 years of diversified civil engineering and land development experience. His responsibilities include civil engineering design for the reconstruction of roadways,storm drainage systems,stream k restorations, and site development projects for various clients including local villages, ( schools,and private utility companies. Selected project experience: Suffolk County Department of Public Works.Assisted in the stormwater modeling of a 1,500- ? acre watershed area for the replacement of two drainage culverts as well as modifications to ('z -, Northeast e legnd Millers tpurpose lExperience,p qft , M groundwater elevations ranch of n thesusurrounding areas.Modifications the river included removal �}Il;,1 of man-made sediment deposits and upland drainage improvements to prevent future Bortob-Lawson _ 'C •s= ' �S , deposition of sediment. Reilly,Associates )""� �` - , L- `,1A�:Mortdn Thomas&Associates,Iric.,'� : �� RoberYC.Bogart&Associates;Inc '' d Stormwater Management Plan for Mastic Beach-Smith Point of Shirley , NY: Project =%2`` t Engineer. Responsible for preparing the stormwater analysis for an area encompassing Luzer'ne Cdunfy>EngineerS,Office' n�i„ , "" _ 't r i approximately 2,800 acres within the Village of Mastic Beach and Smith Point of Shirley. This '?f}(l� Cs �} �` project was identified in the New York Rising Community Reconstruction Plan (NYRCR)Plan Education tJ b' .� ; . dated March 2014 as part of the Governor's Office of Storm Recovery (GOSR). Stormwater t tiBS Civil Engineering,Lafayette ; models were developed using the SCS method to evaluate the capacity of existing drainage l�,r����><,.� P 9 P Y 9 9 College L Cci� _ systems capacity to discharge runoff for a 10-yr,24 hour storm event. Based on this analysis, 1 {} i1 } i recommendations to improve resiliency for the existing drainage systems and areas which LLT en es/Certifications " �, 1 frequently flood were developed which included pipe and structure upgrades, tide check l' i' valves, use of public land for stormwater storage, infiltration and green infrastructure Professional�EngmeerNY;PA -' P 9 ':.;�3"' measures where feasible. (�LEED1Accredited-�Professional,USGBC i Project ManagementT�ra�yint, Program,H2M"i�t�1 ' • 1 Village of Patchogue Roadway and Drainage Improvements- Roadway and drainage design �. prepared as part of a sanitary force main project in the Village of Patchogue. Designed Y 9 lG r stormwater conveyance and water quality systems and re-graded roadways, incorporating Safet Train in gk, si areas of porous concrete in flat areas to prevent standing water during large storm events. OSHA 1304o6r Construction.Safety, fan and•Healfh Course t;r� �` y Town of Clarkstown Roadway,Storm Drainage and Water Quality Improvements-Developed •� stormwater model to analyze a 125-acre watershed area for the design of new storm drain systems to replace multiple undersized culverts. Designed roadway improvements and - t � ! stormwater management system consisting of new culvert pipes,constructed wetlands and storage ponds to alleviate flooding to nearby properties. r, 1lulir�}`�}tn,, � Town of Clarkstown Denver Drive Drainage Improvements - Project Engineer. Designed t " al t.5 t �` �=`•"5 _ storm drain systems to replace several existing undersized culverts in areas prone to flooding during major storm events Designed temporary bypass systems to route the base flow of streams around respective project sites during construction.Developed construction drawings and technical specifications for the projects r t r 4j a v Mastic Volunteer Ambulance Company- Civil Project Engineer for a building addition and site renovation project at the existing Mastic Volunteer Ambulance Company headquarters located along Montauk Highway in the Hamlet of Mastic, Town of Brookhaven. The site U''t'i' design for this LEED project consisted of the layout of an expanded ADA-compliant parking � a "ref°` r1 i facility,site grading and drainage,sizing a comprehensive network of dry wells to manage stormwater runoff rate, volume and water quality, the expansion of the on-site sanitary 1l �L�11's� �f l disposal system, erosion and sediment control,Town right of way improvements including sidewalks and curbed roadway, and utility coordination. Project received the ACEC New 1 {• �� >��' '�' Yorek Diamond Award for 2016.Town of Brookhaven-Project Engineer for the design of a new 45-space parking field on a • , =,�i4 '(n}�`�� .��• - 1-acre site located along Mastic Beach Road in the Hamlet of Mastic. The ADA-compliant design consisted of site layout, grading and drainage, erosion and sediment control, and A�;t.-, •,., •�l accommodations for future site lighting. Watter J. Ackermann Jr., EIT r Staff Engineer Mr.Ackermann is a certified Engineer in Training (EIT) with four years of experience in the civil engineering industry. As a Staff Engineer in H2M's Civil Engineering Division, .>_.�` ,. his responsibilities include civil engineering design for the reconstruction of roadways 7, " CCs and parking lots, construction of athletic facilities for school districts, construction of 4 T I storm drainage and sanitary systems,and site development projects for various clients including school districts, local municipalities,and developers. Selected project experience: _ Massapequa Union Free School District; Massapequa, NY. Staff Engineer for the design of Experience � !C f^'`' l new synthetic turf athletic fields and associated amenities at Berner Middle School and -- H2MC 'j Massapequa High School. Design included dimensional site layout, grading and drainage, The Lauro Group r, r^ +\.Nc �� \ as well as erosion and sediment control layout. Also coordinated the SPDES General Permit for Stormwater Discharges required by the New York State Department of Environmental e' idlinger'X'sociates,-Inc. T 1,a-, "nl• Conservation. Education t;;�t {` � �' ' �� _ Riverhead Fire Distract;Riverhead,NY. Staff Engineer for the design of the reconstruction of Civil Engineering;Columbial rt:c tc sidewalks,parking lots,and concrete truck ramps at Station 2 in Riverhead. Design included re-desi -designing the drainage patterns of the parking lots in order to resolve drainage issues (- University.. A„,1,,��CS;� �`-' 9 9 9 P P 9 9 _ B Physics;4G'ettysburg College j occurring at the fire station. A• �s 43'r C • Farmingdale Union Free School District, Farmingdale, NY: Staff Engineer for the design of Lice nse"s/Certific'ations As Vnew synthetic turf athletic facilities including a new baseball field,new softball field,and new l UEhgjneeC in Training(EIT) ��,,t r� multipurpose field with associated parking,comfort station,and amenities at Howitt Middle School. The design for this project also'included site features associated with the design of l,tru e�5 a new aquatic center. In addition, acted as Staff Engineer for the design of a new parking (_a lot,bus loading area,and maintenance building facility at Farmingdale High School. Design included dimensional site layout, grading and drainage, and erosion and sediment control plans. Stormwater Pollution Prevention Plan (SWPPP) Inspections: Performed weekly SWPPP s ^{i�;g inspe r„ ctions for several projects monitoring erosion and sediment control practices during �r construction phases Some of the projects include the Residences at North Hills condominium ' construction,athletic field construction at Berner Middle School in Massapequa,athletic field -i r .i,.S`` r ( construction at Howitt Middle School in Farmingdale, and Brightview Senior Living facility 1 5,r C''�dr+���r i — r ; ��• - construction in Sayville Y C_-) Selected project experience prior to H2M: ;M ( Prior to H2M, Mc Ackermann served as a design engineer on land development protects in the ) r' • ;ti.('^��i '�„ j commercial and private sectors with design emphasis on grading and drainage, stormwater management,erosion control,permitting,and utility layouts iT Chick-fit-A: Apprentice Engineer for the design of several new Chick-fil-A site development i projects on Long Island Design for these restaurants included conceptual site plans, site _ ilj'C�rt ��! • ( L,, investigation on rePorts,coordinated parking layouts,drive-thru design,grading and drainage, utility coordination,and permitting processes. Lexus Automotive Dealership- Apprentice Engineer for the design of a new Lexus Automotive sr -•��ti"��! Ir Dealership located in Farmingdale,NY Responsibilities for this project included grading and +r ; a s '� i drainage design, coordination for permitting with NYSDOT, and soil remediation permitting ,ff � _ -• I for NYSDEC. - Tanger Outlets: Apprentice Engineer for the deign of the rehabilitation of paving and sidewalks at the Tanger Outlets in Riverhead, NY. Design included reconfiguration of ADA r, n parking areas and site access, a new pedestrian walkway and sitting area,concrete paver i t crosswalks,and new concrete ADA ramps. 011 t. •'4t"--..; 1 -.� ttl•'���J, q�' 'i {� Scott D. Lehn, P.E. Senior Discipline Engineer— Structural Engineering Mr. Lehn's responsibilities include the structural analysis and design of industrial, commercial and multi-purpose structures. Tasks have included the design of reinforced concrete tanks for potable water supply operations and sanitary sewerage >_ treatment plants using finite element analysis computer software;steel post and beam construction for new one to three story firehouses and school buildings, design of concrete slabs, grade beams, concrete foundations and mat foundations, as well as assessment of structural condition of existing buildings. upps '� Selected project experience: }} 'Experience'ife ; �;'` .'�'`' . - ' • ;) Mayor's Housing Recovery Office(HRO)Build it Back Program,Brooklyn,NY-H2M architects — F H2�M,r� `,' ! +engineers is providing architectural and engineering services as a sub-consultant to Liro Group, the construction manager responsible for the repair/reconstruction/elevation of j more than 800 homes under the Build it Back �)=education � �-" _ :• .� �, Program H2M has worked on more than 100 Civil Engineering,Ciarksbn '. .,: Sandy damaged homes to date, and our services include initial homeowner meeting and niversity ,bji •,1_ ~ documentation of existing conditions,surveying,elevation certificates,evaluation of available eel} kylt options for raising the lowest floor elevation to Base Flood Elevation(BFE)plus two feet,cost ' Licenses/Certifications. °!; t;'.;: estimating, zoning analysis, detailed design of proposed elevation/reconstruction option, -'Professional..Engmeec.NY expediting, DOB submittal and construction administration services. As a Senior Structural `-l-° ' '' � ex P 9: r Project Management Training,Program Engineer, Mr Lehn was responsible for the design of the foundations for supporting the tH2M' �{r`t; existing elevated residential structures. This includes the design of reinforced concrete . grade beams,foundation walls and footings Additionally,new and reconstructed structures to y;,k require layout of helical pile supports including coordination of installation and fabrication ids l` t •�`;i�-~Ic;y. coguirements ld formed steed)alnlonal d timber p�amedlrles ooflflootlandesign of new d wall elemenbslfornallelements econstructed anng d partially reconstructed structures in this program •' = i C,v :t ; j ), Dormitory Authority of New York-Governor's Office of Storm Recovery: H2M has provided architecture and engineering services for storm hardening alterations with the goal of I t '' improving the resiliency of the structures located in Broad Channel,NY The design included flood mitigation assessment and improvements to existing facilities to accommodate the installation of flood doors and planks Structural design additionally included a two- >, t€ - story storage building to be constructed of reinforced masonry bearing walls supporting cold formed steel framing Applicable lateral flood loading was considered as per FEMA f •.;. r ',;, ," ) mandated flood heights Structural steel elevated generator platforms were designed with 31 consideration for elevating the equipment above the design flood elevation (DFE) as per �>q},--�k�. _ . • • ;-`a FEMA regulations r•+' 'z f,�.'# , �'� United States Postal Service-Chiller Plant and HVAC Upgrades at Jamaica Main Post Office. Structural analysis was performed to assess the existing building's structural roof framing as well as existing rooftop dunnage framing to facilitate the installation of a new chiller unit New structural steel framing was designed to accommodate changes in the equipment size and operating weight that differed from that of the original unit slated for replacement. New York City School Authority- P.S. 452, Queens Water Waterproofing: High groundwater table issues coupled with incorrect construction techniques permitted water infiltration to `' '' �; t• _ occur through existing seismic joints in the basement flood slab of the facility. Remedial means of sealing the avenue of water intrusion was performed by way of injection resin. Additional waterproofing measures were taken to the foundation wall b injecting grouting � P 9 Y' 1 99 9 ll voids in the wall construction. Design of the reinforced concrete cantilevered retaining walls which were constructed to • ' .. �. . .j-' , ' .i.; 'Wit;'_ facilitate the parking and road improvements at the Stony Brook University Medical Center ,,,, ,, • ; �, r�� Additional design was provided for foundations needed for site lighting improvements as well as miscellaneous site features including concrete stairs and parking equipment foundations. :. 'A •=a'=1•`v r:'rG iii X Scott D. Lehn, P.E. Senior Discipline Engineer- Structural Engineering r- f. Selected project experience, continued: —. - - "': - q°.",F.,a .�'� .y, `TNS `•Z' - f?M {3 - • :4 i Structural analysis and design of a new Sewage Treatment Plant for Suffolk County Sewer District No.18. Design included a nine chamber 900,000 cubic foot reinforced concrete pro- ' µ x � cess tank and a new four chamber 260,000 cubic foot reinforced concrete pre-equalization -" tank. The STP also required the design of a new single story masonry operations build- . „' 'V xa•- , , ing (5,300 square feet) and headwork's building (1300 square feet) including steel roof joist - 5tIt1I�i �; °`• `° �jlte and structural steel hoist framing and reinforced concrete foundations.Other site structures . t - 11 included the design of several aluminum framed observation and equipment support plat- jj-- =��• :a; .4 forms and reinforced concrete site retaining walls ki JL4 iY; 1ti,,.1i - ?„ - "'t ,� • `-_ w. Structural analysis and design of the upgrade and expansion to the Inc.Village of Patchogue • ,: ;U `� . .- '• = Sewage Treatment Plant Structural design of two new 39,000 cubic feet reinforced concrete • clarifier tanks and new 4,500 cubic foot sludge pump station The design also included the l_1 Evia! analysis and modification of an existing primary tank to include an aluminum channel and s ,L�, j Y 9P Y - �z, a ( !•, � 9 the structural design of a new 112,000 cubic foot reinforced concrete process tank with masonry enclosure t Structural analysis and design of wastewater treatment facility at the State University of New hj York at Stony Brook,Southampton campus. New 12 Chamber, 120,000 cubic foot reinforced concrete process tank with adjacent reinforced concrete basement. Design of a new 5,400 square foot single story masonry laboratory facility that was supported by the tank structure and additional concrete foundations Building design included structural steel hoist and first - w°. floor framing in addition to timber and engineered wood roof and canopy framing l .t..-i,-•UU - �n Structural design for a new steel framed building addition to an existing substation for Mid- • = I dle Island Fire Department r-2 rp Q , Structural analysis performed on a steel framed office building in Stamford,CT for support of new HVAC equipment and steel support structure. i ;a;;n�,Ifts a 1r Structural design for a new pile supported grade beam and structural slab system support- rar ing post and beam, and masonry shear walls for a new IRA building, Brooklyn, NY for the Dormitory Authority of the State of New York =,1 - ��4:�C3°�- t"- • Structural design for a new steel framed building and reinforced concrete clearwell tanks for the VOC Treatment at South Farmingdale Water District Structural analysis performed on an existing reinforced concrete building floor and roof slabs to support new HVAC rooftop equipment and interior masonry wall partitions for veno- `" �Vn vations to Massapequa High School. ` 7 Structural design of a new two story bus maintenance facility for the South Huntington } School District. -- Structural assessment of existing building conditions for Valley Stream School District Al p 5 n 9 f'tt•. �'''' - r s �. frit���.i i4�F`"9�'`, .. `• '�f � �1 Larchitects + engineers 737 Roanoke Ave I Riverhead, NY 11701 1 tel 631 756 8000 ARCHITECTURAL PROFESSIONAL FEE BREAKDOWN (all fees listed as lump sum unless noted otherwise) 30% Schematic Design Phase $ 15,990.00 60% Design Development Phase& Cost Estimate $21,320.00 90%- 100%Construction Documents Phase&Cost Estimate $47,970.00 Bidding Support(Based on Hourly Rates) $5,330.00 Construction Support Allowance (Based on Hourly Rates) $ 15,990.00 Base Scope Total $ 106,600.00 STRUCTURAL PROFESSIONAL FEE BREAKDOWN (all fees listed as lump sum unless noted otherwise) ^ BASE`SCQPE: 60% Design Development Phase&Cost Estimate $ 11,300.00 90%- 100% Construction Documents Phase&Cost Estimate $ 12,200.00 Bidding Support (Based on Hourly Rates) $ 1,600.00 Construction Support Allowance (Based on Hourly Rates) $ 6,300.00 Base Scope Total ;$ 31,400.00 www.h2m.com Town of Southold Electrical Design 2/4/2019 Page 2 of 5 CIVIL ENGINEERING PROFESSIONAL FEE BREAKDOWN (all fees listed as lump sum unless noted otherwise) BASE SCOPE 30% Schematic Design Phase $e8,900.00 60% Design Development Phase &Cost Estimate $ 10,000.00 90%- 100% Construction Documents Phase&Cost Estimate $ 10,000.00 - Bidding Support(Based on Hourly Rates) $ 1,000.00 Construction Support Allowance (Based on Hourly Rates) $ 5,000.00 -' Close Out—Punch List $ 1,000.00 Base Scope Total $ 35,900.00 HVAC PROFESSIONAL FEE BREAKDOWN (all fees listed as lump sum unless noted otherwise) BASE,.SCOPE 30% Schematic Design Phase $ 8,100.00 60% Design Development Phase &Cost Estimate $ 8,100.00 90%- 100% Construction Documents Phase&Cost Estimate $ 10,800.00 Bidding Support(Based on Hourly Rates) $ 1,000.00 Construction Support Allowance (Based on Hourly Rates) $ 3,000.00 Close Out—Punch List $ 1,000.00 Base Scope Total $ 32,000.00 Town of Southold Electrical Design 2/4/2019 Page 3 of 5 PLUMBING PROFESSIONAL FEE BREAKDOWN (all fees listed as lump sum unless noted otherwise) 30% Schematic Design Phase $ 2,000.00 60% Design Development Phase&Cost Estimate $ 4,000.00 90%- 100% Construction Documents Phase&Cost Estimate $ 4,000.00 Bidding Support (Based on Hourly Rates) $500.00 Construction Support Allowance (Based on Hourly Rates) $ 1,000.00 Close Out—Punch List $ 1,000.00 Base Scope Total $ 12,500.00 FIRE SPRINKLER PROFESSIONAL FEE BREAKDOWN (all fees listed as lump sum unless noted otherwise) BASE SCOPE , 30% Schematic Design Phase/Investigation $ 3,000.00 60% Design Development Phase&Cost Estimate $ 3,000.00 90%- 100% Construction Documents Phase&Cost Estimate $ 3,500.00 Bidding Support(Based on Hourly Rates) $ 500.00 Construction Support Allowance (Based on Hourly Rates) $ 1,000.00 ' Close Out—Punch List $ 1,000.00 Base Scope Total $ 12,000.00 Town of Southold Electrical Design ` 2/4/2019 Page 4 of 5 ELECTRICAL PROFESSIONAL FEE BREAKDOWN (all fees listed as lump sum unless noted otherwise) - - , - -• -�BA$E SCOPE --. - - .- . Schematic Design Phase $ 4,500.00 Detailed Design Phase $ 9,500.00 Construction Documents Phase $ 13,000.00 Bidding Support(Based on Hourly Rates) $ 500.00 Construction Support Allowance (Based on Hourly Rates) $ 2,000.00 Close Out $ 1,000.00 - Base Scope Total $ 30,500.00 — The total professional lump sum fee for the above stipulated project phases is $260,900.00 and do not include any incurred reimbursable expenses. Outside expenses such as express mailings, photocopies, prints, purchase of documents from agencies, etc. will be billed as reimbursable expenses at our direct cost. Mileage will be billed at the current rate authorized by the Internal Revenue Service. ASBESTOS SURVEY FEE AND PAYMENT SCHEDULE This proposal assumes that the asbestos survey can be completed within one day and that H2M will be - provided access to all areas for testing within that timeframe. H2M is prepared to commence work on this project within three days of receiving written authorization to proceed. - Cost Proposal H2M proposes to provide all labor and equipment necessary to complete these tasks for a lump sum fee $1,650.00, plus analytical fees pursuant to the rate schedule provided below. H2M shall only invoice for actual analytical costs incurred. Laboratory analysis will be invoiced as per the following unit rate schedule: Asbestos Bulk Sample PLM PC (friable material), one-week turnaround time (TAT) $8.18/sample Asbestos Bulk Sample PLM NOB (non-friable material), one-week TAT $19.10/sample Asbestos Bulk Sample TEM NOB (non-friable material), one-week TAT $39.69/sample Asbestos Bulk Sample PLM 198.8 vermiculite, one-week TAT $163.75/sample Polychlorinated Biphenyls (PCBs)via EPA SW846 $181.25/sample H2M estimates the laboratory costs to total$1,675.00, based on 30 PLM PC samples, 24 PLM NOB samples and 24TEM NOB samples, Ll U Town of Southold Electrical Design 2/4/2019 Page 5 of 5 SURVEY FEE AND PAYMENT SCHEDULE Our base contract fees for the services outlined herein will be as follows: Boundary Verification Survey............................................$4,800.00 Site Topographic Survey...................................................$9,700.00 Total H2M Fees................................................................$14,500.00* Sub-Surface Utility Mark-Out Specialist............................$2,800.00 Total Survey Fees...........................................................$17,300.00 *Fees are based on paying prevailing wage rates for field surveying work. 2019 RATE SCHEDULE (PLEASE SEE ATTACHED) FH7m 2019 Hourly Rate Schedule Classification Rate Classification Rate PRINCIPAL $330.00 SR.CONSTRUCTION INSPECTOR 1 $130.00 DISCIPLINE DIRECTOR $305.00 PROJECT ARCHITECT 2 $130.00 MARKET DIRECTOR $305.00 PROJECT DESIGNER 3-ARCH $130.00 DEPUTY DIVISION DIRECTOR $280.00 PROJECT ENGINEER 1 $130.00 DEPUTY MARKET DIRECTOR/LEADER $280.00 PROJECT DESIGNER 2-ENG $128.00 OFFICE DIRECTOR $260.00 SR.PROJECT SCIENTIST 1 $125.00 PRACTICE LEADER/MANAGER-ARCH $260.00 CONSTRUCTION INSPECTOR 3 $125.00 DEPARTMENT MANAGER-ENG $250.00 CONSTRUCTION INSPECTOR 2 $120.00 PRACTICE LEADER/MANAGER-ENG $240.00 PROJECT DESIGNER 2-ARCH $120.00 STUDIO DIRECTOR $230.00 BIM SPECIALIST $120.00 CHIEF SURVEYOR $225.00 OFFICE SURVEYOR 1 $115.00 SR.DISCIPLINE ENGINEER $220.00 PROJECT SCIENTIST 2 $115.00 SR.ENVIRONMENTAL SCIENTIST 2 $210.00 INTERIOR DESIGNER $110.00 CHIEF PLANNER $200.00 STAFF ENGINEER 2 $110.00 DIRECTOR GIS SERVICES $200.00 STAFF LANDSCAPE ARCHITECT $110.00 - PRACTICE LEADER/MANAGER-LA $200.00 GIS SPECIALIST $110.00 SR.SITE PLANNER $200.00 SR.SURVEYOR $110.00 DEPARTMENT MANAGER-SCI $200.00 PROJECT ARCHITECT 1 $110.00 ASSISTANT STUDIO DIRECTOR $195.00 SURVEY CREW MEMBER $105.00 SR.ARCHITECT 3 $195.00 PROJECT DESIGNER 1-ARCH/ENG $105.00 SR.PROJECT ENTITLEMENT SPECIALIST $195.00 STAFF ENGINEER 1 $100.00 DISCIPLINE ENGINEER $190.00 PROJECT SURVEYOR $100.00 SR.ENVIRONMENTAL PLANNER $180.00 STAFF DESIGNER 3 $95.00 SR.ARCHITECT 2 $175.00 PROJECT SCIENTIST 1 $95.00 SR.INTERIOR DESIGNER $175.00 SR.ADMINISTRATIVE SUPPORT PROFESSIONAL $95.00 N.PROJECT ENGINEER 2 $175.00 CONSTRUCTION INSPECTOR 1 $90.00 SR.ENVIRONMENTAL SCIENTIST 1 $165.00 STAFF PERMITTING SPC 2 $90.00 SR.PROJECT ENGINEER 1 $165.00 SR.CADD TECHNICIAN $85.00 SR.LANDSCAPE ARCHITECT $165.00 ADMINISTRATIVE SUPPORT PROFESSIONAL $85.00 CONSTRUCTION ADMINISTRATOR $155.00 STAFF DESIGNER 2 $85.00 SR.CONSTRUCTION INSPECTOR 2 $155.00 PROJECT PLANNER 1 $85.00 SR.ARCHITECT 1 $150.00 STAFF SCIENTIST 2 $85.00 SR.DESIGNER 1 $150.00 CADD TECHNICIAN 1 $80.00 MGR OF CONST INSPECTION $150.00 CADD SUPPORT TECHNICIAN $80.00 SR.PROJECT SCIENTIST 2 $145.00 STAFF DESIGNER 1 $75.00 PROJECT ENGINEER 2 $140.00 STAFF SCIENTIST 1 $75.00 SR.PROJECT PLANNER $140.00 STAFF INTERIOR DESIGNER $75.00 FIRE INVESTIGATOR $135.00 INTERN $55.00 PROJECT ARCHITECT 3 $135.00 _ I r �r I a � 1 I ' Bw'16ng c®mmunofies smce 1933 - h2m.com `corporate capabilities SCOTT A. RUSSELL JAMES A. RICHTER, R.A. SUPERVISOR z MICHAEL M. COLLINS, P.E.s TOWN HALL - 53095 MAIN ROAD K TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 Fax. (631)-765—9015 MICILAEL COLLINS n TOWN SOUTHOLD NY US JAMIE RICHTER(;TOWN SOUTHOLD NY US OFFICE OF THE ENGINEER TOWN OF SOUTHOLD ADDENDUM #1 - ARCHITECTURAL- & ENGINEERING SERVICES FOR -IMPROVEMENTS TO THE,SOUTHOLD TOWN HALL ANNEX Basement Considerations: • An existing condition Basement Floor Plan must be generated to provide accurate locations of required work. • The Consultant must fully evaluate the existing HVAC within the basement area for functionality and code compliance. As part of the HVAC contract, all ductwork and registers will be thoroughly cleaned and equipped with new filters. • The existing record storage room located immediately opposite the existing restrooms will require a complete restoration for re-use. This includes, but is not limited to: lighting, electrical, internet, phone, fire suppression, interior finishes (floor, walls & ceiling) and a security door. • The proposed new record storage room located immediately east of and adjacent to the existing record storage room (noted above)will be developed for use by the Accounting Department. This includes, but is not limited to: lighting, electrical, internet, phone, fire suppression, interior finishes (floor, walls & ceiling) and a security door. • In addition to the two record storage rooms noted above, the Consultant will evaluate all, other fire suppression systems located throughout the basement areas to verify functionality/code compliance and will provide options for re-use and/or replacement. • The existing bathrooms in the basement area are to remain functional with no interior work. The plumbing and sewage ejection systems must be evaluated and updated or replaced as needed. • All other existing electrical systems in the basement areas that have not been noted herein will require investigation by the Consultant to verify functionality and code compliance. This includes the building electrical service which must be copper and code compliant. • The Consultant will evaluate the remaining basement areas not noted above for code compliance and will investigate any leaks or other deficiencies. The general scope of work for these areas to be incorporated into the bid documents will include addressing any noted deficiencies, removing the ceiling tiles (provided that the tiles are not identified as asbestos containing materials),and cleaning of all other interior surfaces. Other Project Considerations: • Phone system: o The entire Town Hall Annex (existing Town Hall offices and renovated areas) will be provided with new phones that are the same make and model (NEC DT400 series) as in Town Hall. o The phone lines in the existing Town Hall Annex offices are digital and will not require a change in cabling. The phones to be installed in the renovated areas will be IP based and require a network drop for each phone. o All new Town Hall Annex phones are to be connected to the Town Hall phone system (NEC 9100) using the fiber optic connection between the Town Hall Annex and the main Town Hall. The Consultant must determine whether the bandwidth between the two buildings will be sufficient or whether the bandwidth will need to be increased to accommodate the additional phone traffic over the connection. The Town Hall phone system will need to be programmed and possibly expanded to accommodate all of the Town Hall Annex phones. Switches and other equipment will have to be installed at the Town Hall Annex to accommodate the new system. o An NEC Remote Node will be installed at the Town Hall Annex. This node will allow the Town Hall Annex to maintain phone service should the connection between Town Hall and the Town Hall Annex go down. The voicemail and phone programming will be stored on the NEC 9100 at Town Hall. Therefore, the Town is aware that if the connection goes down certain features of the system will be unavailable until the connection is restored. o Where accessible, all unused, disabled or extraneous phone, electrical and network wiring will be removed throughout the building. • Building security will be incorporated into the Town Hall Annex design. This may include a key fob system to control access to all locking doors, security cameras and a building-wide PA system. The requirements for the security systems will be developed in coordination with the Town Court, the Town Information Technology Department and the NYS Office of Court Administration. .�r t oavaf SCOTT A. RUSSELL ®� ^ + „ ®� JAMES A. RICHTER, R.A. SUPERVISOR MICHAEL M. COLLINS, P.E. TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD,NEW YORK 11971 Tel (631)-765-1560 ® ® Fax (631)-765-9015 MICHAEL COLLINSCa_,TOWN.SOUTHOLD NY US ��®d e�®� JAMIE RICHTE&@TOWN.SOUTHOLD NY US OFFICE OF THE ENGINEER TOWN OF SOUTHOLD RFP FOR ARCHITECTURAL & ENGINEERING SERVICES FOR IMPROVEMENTS TO THE SOUTHOLD TOWN HALL ANNEX PROJECT OVERVIEW The Town of Southold Engineering Department is requesting Architectural and Engineering services relative to the evaluation, design and renovation of the former Capital One Bank building situated at 54375 Route 25 in Southold. The Town is interested in converting the existing bank space into a new courtroom facility to house the Southold Town Justice Court. The evaluation will consist of the examination of all architectural &structural elements, including, but not limited to, mechanical, electrical, heating, ventilation, air conditioning and sanitary systems. The full scope of the services provided will address the former Capital One Bank building, the garage located to the northwest of the building and the parking area located on the same tax parcel as the main building. The automated bank teller building will be included as part of the asbestos survey of the property but will not be otherwise addressed unless the existing electrical, plumbing, stormwater or sanitary systems connected with this structure conflict with any of the proposed renovations to the main parking lot, main building or garage. The parking lot to the north of the main building is located on a separate tax parcel and will not be addressed as part of the services requested in this RFP. Note: An existing (non-destructive) evaluation of this facility has been prepared by the office of LKMA and will be provided to all bidders. Any and all additional destructive investigation to verify existing structural elements, mechanical, plumbing or electrical systems will be part of this contract. Scope,&Work: Provide design plans & bid specifications for renovations of the existing bank facility located at the Town Hall Annex. The new floor plan design shall closely follow the draft schematic floor plans prepared by the Office of the Engineer for the Town of Southold (See Attachment A) and shall be modified as necessary to incorporate any required design elements and to ensure compliance with New York State (NYS) Uniform Building Codes and the requirements of the NYS Office of Court Administration. This new Court Facility shall incorporate, but not be limited to, the following: • Removal of the existing bank vault and any structural modifications necessary to support the existing second floor • Repair/replacement of the existing building roof • Two (2) new restroom facilities • Replacement of the existing sanitary system • Office space for court personnel • New court room • New police entrance and holding room • New expansion of existing HVAC systems to support the new facility • New expansion of existing electrical & lighting systems to support the new facility • New expansion of existing telephone & computer systems to support the new facility • New generator to power the entire main building • Fire Suppression System and Secondary Containment (as needed or required) to meet SCDHS regulations and all other applicable State and Federal requirements. Based on the aforementioned, Engineering Proposals will be requested to provide the following services: TASK 1 — CIVIL/ SITE ENGINEERING DESIGN PHASE Asbestos Survey The Design Team must sample all structures on site for asbestos, including the main building, the garage and the bank teller building. The estimated cost for this item should be detailed separately in the Fee Estimate for Task 1. Please note that the scope of this RFP is limited to the sampling and identification of asbestos containing materials. Any asbestos that is discovered will be abated as part of a separate project and any engineering services associated with the encapsulation or removal of asbestos containing materials are outside the scope of this RFP. Topographic Survey The Design Team must obtain topographic information within the limits of work. This includes visible surface features and spot grades with one-foot contours as needed for design. This project will not require property line information as part of the survey. Several utilities are known to exist in the vicinity of the proposed work. Therefore, as part of the development of the topographic survey, the design professional shall arrange for the mark-out of subsurface utilities in the area to identify utilities that will need to be relocated and/or protected during construction. The subsurface utilities identified by the utility mark-out will be included in the topographic survey. 7 Site Design Utilizing the topographic survey as a base map, the site engineering package will include the following: • Demolition Plan - prepare a Demolition Plan that identifies the location of the existing sanitary system that will need to be removed. This existing system will be replaced by a new system designed by the consultant and approved by Suffolk County Department of Health Services (SCDHS). • Site Plan - This plan will detail the dimensions and locations of all proposed site work. • New Sanitary System Plan -This plan will detail the on-site excavation and removal of the existing sanitary system and the proposed new sanitary system with pipe inverts/slopes. Other existing utilities (gas, electric service, water, etc.) shall also be shown on the plan based on the utility mark-out and record drawings if available. • Construction Details - Construction details for drainage, concrete aprons, concrete ramps, concrete stairs, concrete sidewalks and other site-related features needed or required for a complete design will be included in the project. • Technical Specifications-A set of technical specifications for all new work will be prepared for bidding. • Court Room Design—A set of construction drawings &technical specifications indicating all pedestrian access travel to and from all building entrances will be required. These plans & specifications will be incorporated into the contract documents being prepared for interior building renovations & construction. The design professional will meet with the Town to review the documents when they are approximately 30%, 60% and 90% complete. The site has access via Main Road (State Route 25), Young's Avenue and Traveler Street to the northerly parking lot. No modifications to the existing curb cuts are proposed. However, where proposed utility access is needed or required, the Design Team shall provide coordination with all scope of works associated with obtaining approvals from all State, County& Local agencies. SCDHS Permitting Services The Design Consultant shall prepare a permit application for the new sanitary system and all other associated equipment that complies with SCDHS Article 6 regulations. As part of the scope of work, the Design Team will be responsible for completing Form WWM-004 and all other required application materials, obtaining SCDHS approval for the new sanitary system design, preparing the necessary plans for demolition and removal of the old sanitary system and obtaining final approval of the new sanitary system from SCDHS. The sewage design flow for the entire site is estimated to be in excess of 1,000 gallons per day (GPD). Therefore, construction of a new on-site sewage disposal system will require updating the existing SPDES "D" application and site plan. The Design Team will be responsible for the preparation and submission of these documents to the NYSDEC for their review and approval. TASK 2 -DESIGN DEVELOPMENT PHASE 1. The project team will conduct site inspections to investigate the site and surrounding areas and a thorough review of existing site utilities that correspond with the scope of work noted above. 2. Program Analysis -The project design team will conduct, with representatives of the Town, a planning workshop to establish and refine the project program and obtain from the Town the desired and specific program scope for the project, as well as any specialty items or requirements to be included within the design (1 meeting). 4. Preliminary Code Analysis-The Design Team will review Federal, State and Local Building and Health Codes to determine specific requirements for the project and document findings. 5. Design Development: • The project team will prepare developed floor plans and building /wall sections. Floor plans will indicate the size and location of all interior door types and locations, proposed room names, square footages and overall building dimensions. Interior room elevations will indicate proposed materials, finishes, door types, proposed ceiling heights and overall exterior building height. Building Sections will indicate proposed construction type, floor to floor height and clearances. • Coordinate design with existing conditions • Participate in planning workshops with representatives of the Town to review and refine Design Development Drawings (3 meetings). 6. Construction Cost Opinion • Prepare itemized construction cost opinion, based upon the design development drawings and review cost opinion with the Town. Work with the Town to refine construction cost opinion and project scope to meet project budget constraints. The construction cost opinion shall be based on current industry pricing for Public Works type projects. • During the preparation of the construction cost opinion, the Design Team will consider value engineering practices to monitor and control costs. • A final summary of all costs will be prepared so that a total project cost opinion can be developed, and used to determine the total project cost. The final project cost opinion will include total construction costs (hard costs), allowances as well as soft costs which include professional fees, legal fees, permitting costs, reproduction costs and the costs of any reports or investigations. TASK 3 - CONSTRUCTION DOCUMENTS PHASE NOTE: The preparation of Construction Documents shall be required to investigate & address all Town Requirements and the Design Team shall provide the following Scope of Work to the Town's Satisfaction: 1. Detailed review of existing site, site structures and utilities. 2. Final review of design requirements and final refinement of project program. 3. Review of local utility company requirements. 4. Preparation of Bidding and Construction Documents, including required plans and detailed technical specifications to include four(4) prime construction contracts as follows: • General Construction Work and Site Work • Mechanical Work • Plumbing Work • Electrical Work 5. Preparation of a Demolition Plan for the Existing Sanitary System Facilities. 6. The Construction Documents shall include but will not necessarily be limited to the following Informational Drawings: A. Site Plans B. Civil Drawings C. Architectural Floor Plans D. Interior Room Elevations E. Section Details for Court Room Bench F. Door Schedules G. Finish Schedules (Floors, Walls & Ceilings) H. Wall & Ceiling Sections & Details I. Structural Plans & Details J. Mechanical Plans & Details K. Plumbing Plans & Details L. Electrical Plans & Details M. Fire Alarm detection systems N. Code compliance drawings O. Front End Specifications • Notice to Bidders, Contracts, Insurance and Bonding Requirements and any other documents deemed necessary by the A/E will be turned over to the Town for review and approval by the Town Legal Counsel. P. Division 1 through Division 16 - Specifications Q. Technical Specifications to supplement and complement the drawing set 7. Presentation of"30% complete" Construction Documents (1 meeting) to the Town. Provide copies of progress drawings at meetings, as required. 8. Presentation of"60% complete" Construction Documents (1 meeting) to the Town. Provide copies of progress drawings at meetings, as required. 9. Presentation of"90% complete" Construction Documents (1 meeting) to the Town. Provide copies of progress drawings at meetings, as required. 10. Prepare final construction cost opinion at the 90% completion point of the construction documents. 11. Upon completion of the 100% Construction Documents, one (1) signed and sealed Construction Document set and CADD format files shall be turned over to the Town for record. TASK 4 - BIDDING PHASE 1. Reproduction of contract documents and solicitation of bids. 2. Provide clarification of construction documents during bidding phase, as needed. 3. Attend the bid opening and record bids. 4. Provide detailed review of low bid contractor qualifications. 5. Provide detailed bid tabulation review and recommendations for award of contract. 6. Conform contracts for signing. Assist in coordination of signing of contracts with Town Attorney. TASK 5 - CONSTRUCTION ADMINISTRATION PHASE 1. Contractor Payment Requisitions: Receive and log all Contractor payment requisitions. Payment requisition pencil copies are to be reviewed and returned with comments indicating acceptability. Approved pencil copies are to be re-submitted for execution. Review relative percentage complete on work items; log inclusion of Town required voucher, certified payroll receipts, affidavits of debts. Transmit to Town for review of logged items and for issuance of payment to the Contractor. 2. Review of Shop Drawings and Other Contractor Submittals. Receive and log all submittals made by the Contractor's in accordance with the approved schedule of submittals. Submittals are to be reviewed and returned with a grade indicating level of acceptability. 3. Contractor Requests for Information'(RFI): Receive and log all RFI submitted by the Contractor. RFI are to be reviewed and returned with a response suitable to the request made by the Contractor. It will be acceptable for the Contractor to request information that is unclear or in conflict within the document set. 4. Pre-Construction Conference: The Design Team will attend a pre-construction conference with the prime contractors, and representatives of the Town. The purpose of the conference is to introduce the participants of the project and to familiarize the contractors with the policies and procedures to be followed during the project. Minutes of the meeting will be prepared and distributed by the Design Team. 5. Log Progress Meetings: The Engineering Staff will conduct bi-weekly job meetings at the construction site. The primary purpose of the meetings will be to assess and monitor the progress and quality of the work, to identify and resolve problems, and to project upcoming work. Engineering Staff will prepare and distribute minutes of the job meetings. The Job Progress meeting shall be held during normal business hours. 6. General Responsibilities during Construction: Engineering Staff will review and advise the Town as to the acceptability of contractors, materials, equipment and proposed substitutes. Engineering Staff will also issue instructions to the Contractors on behalf of the Town regarding interpretations & coordination during construction. 7. Code Compliance requirements during Construction: Engineering Staff shall coordinate all required inspections by the Southold Town Building Department and advise the Contractors on behalf of the Town regarding interpretations & coordination of codes during construction. 8. Substantial Completion Inspection: Upon substantial completion of the work, the Engineering Staff will conduct an inspection and will assist in the preparation of a list of any incomplete or unacceptable work. 9. Final Inspection: Upon completion of the work, Engineering Staff will conduct a final inspection. TASK 6 - CONSTRUCTION OBSERVATION PHASE 1. Limited Construction Observation Services: These services include: Limited review and documentation of construction progress and procedures for conformity with the contract documents. It is estimated that a minimum of 15 hours per 5 day work week will be required. The Engineering Design Team will provide coordination of work and the reporting to designated Town personnel regarding construction progress on a regular basis. They shall provide written and photographed documentation of construction progress to the Town, reviewing monthly requisitions for payment and all change order proposals submitted by contractors, attending all scheduled bi-weekly site meetings on behalf of the Town, preparing punch lists of remaining work on behalf of the Town, and conducting and documenting final inspection. 2. Compensation for Limited Construction Observation Services: This item shall be based on the engineered construction time frame for project completion and recommended amounts of coverage during construction, based upon four(4) prime contracts and the complexity of the project. The hours proposed are based upon a weekly average of fifteen (15) hours. The costs associated with the limited construction observation services will be tracked separately and will be billed monthly on an hourly basis. If the Project requires additional coverage at any stage of construction, the Engineer must first get approval from the Town prior to any additional work. Once approved, additional compensation will be based on a pre-approved Rate Schedule that should be included as part of this RFP. COSTS/SERVICES NOT INCLUDED AS PART OF THIS RFP: • Permit fees • Legal witness or testimony • Off-site public utility infrastructure relocation or upgrade design or engineering • SEQRA filings and/or determination FEE AND PAYMENT The fee estimates for the above services may be broken down by task as follows: TASK 1 - CIVIL/SITE ENGINEERING DESIGN PHASE TASK 2 - DESIGN DEVELOPMENT PHASE TASK 3 - CONSTRUCTION DOCUMENTS PHASE TASK 4 - BIDDING PHASE TASK 5 - CONSTRUCTION ADMINISTRATION PHASE TASK 6 - CONSTRUCTION OBSERVATION PHASE Lump sum project costs shall include all time, materials and transportation costs associated with each Task. The Design Team will invoice the Town on a monthly based on the actual work completed. Any additional fees for changes in the scope of work or for any services not identified as part of this RFP will be identified in writing and agreed upon prior to the commencement of additional work. EXISTING PARKING LOT O 04 O ATTORNEY CIIENT JUDGE OFFICE WORK CONFERENCE 78 S.F. 162 S.F. 128 S.F SPACE Police Holding RAMP 133 6.F. I \ = CONFERENCE ,7 JUDGE 66 / Kitchin _ ❑ a I O ROOM O �•/ 1S.F. _ 1 I I —� BUILDING ❑ O O I � I \ I 71;' ' BUILDING DEPARTMENT I BUILDING STAFF OFFICES 0 - 0 I _ 1 I I ® Q i C.b.,n g --- i Cm CLOCK O I I /�� O ❑ 181 S.F. 101 Ej Q 116 S.F I ` 133 Seats �� EXIT ® i Court Officer C CL ZBA 9U1,II ❑ ❑yy I I TRUSTEES � ® ❑ PROPOSED COURT ROOM FACILI'T'Y # 7 BANK ANNEX FIRST FLOOR PLAN 5.517 SF. (Gross — INTERIOR) Evaluation of the Former Capital One Bank Building & Site Evaluation Prepared for: Town of Southold Engineering Department too4 *i a Town of- nT k`� .• Southold F9 * � ------- ,,G-- e 2 v th >> r T ' � RMER G4PTaIAL OO NiE . l' A K BUA DIN' � � � � r .t r • '�, V WJL 7 LII tit it L.K. McLEAN ASSOCIATES,P.C. ' Consulting Engineers 437 South Country Road, Brookhaven,N.Y. 11719 a Table of Contents 1 1.1 Architectural Elements..................................................................................................................1 1.1.1 Floor Plans—First Floor:....................................................................... ................................2 1.1.2 Floor Plan—Second Floor: .....................................................................................................4 1.1.3 Floor Plan—Lower Level:......................................................................................................4 1.1.4 Conclusions, Concepts&Cost:...............................................................................................5 I1.1.4.1 Conclusions:......................................................................................................................5 1.1.4.2 Concepts: ..........................................................................................................................5 1 1.1.4.3 Cost 6 ................................................................................................................................... 1.2 Mechanical Systems....................................'................................................................................14 1.2.1 Main Building Plumbing ......14 ...........................................................:.................................... 1.2.2 Teller Building Plumbing 14 1 1.2.3 Main Building Fire Protection.............................................................................................14 I 1.2.4 Teller Building Fire Protection.............................................................................................15 I 1.3 Heating,Ventilation&Air Conditioning.....................................................................................15 1.3.1 Main Building HVAC............................................................................................................15 i 1.3.2, Teller Building HVAC...............................................................:...........................................16 1.4 Building Electrical Components...................................................................................:..............16 1.4.1 Main Building Electrical....................................................................:..................................16 1.4.2 Teller Building Electrical......................................................................................................17 1.5 Site Evaluation...................:.........................................................................................................17 Town of Southold L.K. McLean Associates, P.C. Former Capital One Bank Building&Site Evaluation Page TOC-1 I f List of Figures Figure 1.Two Story Masonry and Brick Building..........................................................................................8 Figure 2. 1977 Additions and Renovations...................................................................................................8 Figure 3. Main Street Entrance.....................................................................................................................9 Figure4. Natural Light from Arches.........................................:....................................................................9 Figure5.Second Floor Arch'es.....................................................................................................................10 Figure6. Bank Vault...........:........................................................................................................................10 Figure 7. 1977 Addition Vestibule with Aluminum and Glass Doors..........................................................11 Figure 8. 1977 Addition Public Corridor......................................................................................................11 Figure9. 1977 Addition Entrance ...............................................................................................................12 Figure10. Lower Level Stairway.................................................................................................................12 Figure 11. Moveable File Stoirage System...................................................................................................13 Figure 12. Lower Level General Storage Area.............................................................................................13 Figure 13.Site Location and Layout............................................................................................................18 Figure 14. Fractured pavement with localized ponding.............................................................................21 Figure 15. Ponding near below grade leaching basin.................................................................................22 Figure16. Non-ADA compliant Ramp.........................................................................................................22 Figure 17.Split tree along adjacent private property.................................................................................23 Figure18. Double fixture pole............................................................:...............................:.......................23 _ i List of Tables Table1. Estimated Project Costs ..................................................................................................................7 �• I Appendices I Appendix A—Inspection and Roof Report,TS Associates, Inc. I Appendix B—Environmental Site Assessment, Nelson, Pope&Voorhis, LLC I Appendix C—Suffolk County Department of Health Services,Office of Pollution FOIL Request Pollution Control I ' Town of Southold L.K. McLean Associates, P.C. Former Capital One Bank Building&Site Evaluation Page TOC-2 Executive Summary The Town of Southold Engineering Department requested architectural and engineering services relative to the evaluation of the former Capital One Bank section of the building situated at 54375 Route 25 in ' Southold. The Town is interested in purchasing the two-story masonry building which they currently lease (Annex) and to use it for municipal purposes (public assembly included). The evaluation consisted of examining architectural elements, mechanical, electrical, heating ventilation and air conditioning and site elements. In addition to the property and main former bank building, the automated bank teller building is part of the purchase. The following evaluation has been performed respective to the criteria outlined in the scope of work provided to the Town. The inspection and roof.report provided by TS Associates Inc. (dated April 20, 2018) is provided in Appendix A. The Environmental Site Assessment produced by Nelson, Pope & Voorhis, LLC (dated April 25, 2018, NP&V Job#18084) is provided in Appendix B. 1.1 Architectural Elements On Tuesday morning, April 10, 2018 LKMA visited the site of the former Capital One Bank located on the I south-east corner of Main Road and Young's Avenue, Southold, NY. The Town of Southold is interested in purchasing the two-story building for municipal'purposes.The scope of LKMA's work was to conduct a non-destructive visual inspection of the facility examining interior and exterior architectural elements as well as ADA accessibility and adaptability. The original two story masonry and brick building was originally built for the Southold Savings Bank estimated to be sometime within the early 1900's,with the exact date unconfirmed. The original building, rectangular in plan and symmetrical in design, included exterior architectural elements of cast stone columns, window sills, key stones, cornice, frieze and architrave, balusters and copings at roof level. The elaborate two story arched windows, located on the east and west elevations, were single pane clear glass within ornamental bronze window frames.The exterior load bearing walls are brick and masonry back-up. The red brick veneer appears to be standard modular in size and installed within a basic running bond pattern (see Figure 1). The original load bearing building perimeter foundation is poured in place concrete.The two (2) primary interior walls within the basement area, running in a north-south direction, are also load bearing supporting the poured in place structural concrete first floor slab above. The second floor and the roof deck, noted within the roof report,are also poured in place concrete. In 1977 renovations and additions were constructed to the original building. A two story building addition was added to the north elevation of the original building and a second story addition added to the west elevation. With this information we can only conclude that a previous one story building Town of Southold L.K.McLean Associates, P.C. Former Capital One Bank Building&Site Evaluation Page 1 i I addition was added earlier to the west elevation of the original building. Within the 1977 building campaign the second story addition renovated the previous addition on the west to blend in with the new additions. The 1977 additions and renovations were basic rectangles in plan complementing the original building finishes within elevations. The modest use of cast stone base at grade level, window sills, keystones, simple frieze, accent paneli s above the windows and precast concrete coping stones at the roof level (see Figure 2).The exterior;walls of the north addition are brick veneer and masonry block with a cavity between, noted by the inclusion of weep holes found on the exterior wall. The second story addition, located on the west, does not have weep holes. The original exterior wall could have matched the original bank design of a brick and block load bearing wall type without a cavity. The exterior brick veneer matched the original building in size and bond pattern, noted by a slight scar line on the west elevation. The elaborate two story arched windows located on the west elevation were removed / covered by the addition. The windows incorporated within the additions were monumental aluminum double hung windows units'. I In review of the basement level of these areas the foundation is load bearing poured in place concrete in some areas and concrete Block in others. The second floor and roof are steel framed, metal deck and poured in place concrete. This type of construction was typical for buildings of this type and use within the years designed and constructed. 1.1.1 Floor Plans—First Floor: The original bank building, and the one story addition located on the west, appear to have been used exclusively by Capital One Bank until closing in November 2017.The first level incorporated the original two story lobby, teller stations, original vault, platform, office, conference room, work room, storage pantry and two toilet rooms. This space underwent interior renovations / modernizations mid to late 2010 replacing floor finishes, lighting and cabinetry. i The main entrance to the original bank building is located on the southern elevation facing main street (see Figure 3). The entry is above street/sidewalk elevations with four (4) original stone steps to the main front doors.The two (2) main aluminum storefront doors, measure thirty (30) inches in width, lead into a vestibule less than seven (7)feet in depth.A pair of similar aluminum storefront doors, measuring thirty six (36) inches in width, provide entrance into the main two story lobby. The southern entrance described above does not conform to current ADA codes and to make it ADA adaptable would be cost prohibited. There is no practical means to include an,exterior ramp leading to the entry level without compromising the ascetics of the main street entrance. If a ramp was added both pair of doors within the vestibule would require electronic door hardware to open at the same time providing the required clear with of travel. f I Town of Southold L.K. McLean Associates, P.C. Former Capital One Bank Building&Site Evaluation Page 2 Within the main lobby are two (2) original public toilet rooms. These toilets are very small and to be used as single occupant toilets only. Because of their size, door width and fixture orientation they do not.conform to current ADA codes.and standards and are not adaptable. They can remain as single occupant toilet rooms for public and/or private use. Entering the two story main lobby from the south vestibule,the replacement monumental arch aluminum windows above the teller's counters are prominent and provide ample amount of natural sunlight to enter the space (see Figure 4). On the opposite wall what is left of the original bronze windows remain as decorative elements.There are a few that are opened to the second floor offices above,(see Figure 5). This level is primarily open plan because of its previous occupancy and use. The original partitions are presumed to be masonry/plaster.The partitions located within the west addition are non-bearing steel stud and gypsum wallboard or aluminum and glass storefront. A fire stair is centrally located on the west side of the floor area against the west wall. It is presumed that this stair was added / modified to extend to the second level above within the 1977 building renovation & addition construction project. The stair provides egress and vertical circulation between floors to the exterior.The walls surrounding the stair are presumed to be masonry and gypsum wallboard because of the firewall requirements surrounding an exit stair. The hollow I metal doors and frames are labeled and are code compliant,in width and emergency egress hardware.The riser and tread of the stair conforms to current codes. I The original bank vault is located within the bank lobby centered on the vestibule form the main entrance, favoring the north end of the space (see Figure 6). Traditionally the bank vault was strategically designed to be within the public view as-soon as one entered the bank.The original vault,vault door and deposit boxes remain within the vault.The vault walls are presumed to be poured in place concrete and substantially reinforced with steel bars and/or steel plates as well as structural support for the second floor above. Upon our field investigation it was determined that the area of the vault did not extend down into the basement level below but the east and i west walls probably supported the first floor above. There is a,slight depression in the floor in front of the vault that is most likely due to adding new tile flooring over the original floor during the 2010 interior renovations. Due to the unique construction of a bank vault, removal/renovations to the perimeter walls are usually very complex and cost inhibitive. With considerable effort and cost the vault door could be removed as well as the interior deposit boxes.The space within the vault could be used for a secure storage room,closet mechanical equipment room or support services for the end user. In most cases, because of the cost,the door is decommissioned and left in place. The 1977 two (2) story addition, located north of the original bank, is accessible from the first floor bank lobby, through a corridor, leading to a pair of aluminum and glass storefront doors (see Figure 7). Exiting these doors places you into .a public corridor that.is used for, general circulation on the first floor (see Figure 8). The public corridor runs in an east-west orientation Town of,Southold L.K. McLean Associates, P.C. Former Capital One Bank Building&Site Evaluation Page 3 i I providing access to the main entry located on the west and a multi-level stair located on the east.The main entry is used by both public and staff and is the only entry to the building on the west elevation (see Figure 9): As part of the 1977 building campaign it is above the sidewalk/ parking level, accessible by stairs and a ramp. The ramp appears to be in conformance to the ADA requirements:of 1977 but requires further investigations for conformance to current ADA codes for slope, railing heights and,turning radius.The west building entry is protected by a roof overhang above (also Figure 9). In addition to accessing the Town of Southold municipal departments located on the first level, within the public corridor is the only elevator located within the building.This elevator is utilized by staff and the public on a daily basis. Manufactured by Dover Elevator, it is a three stop elevator that has been routinely maintained. In review of the elevator cab size,door openings at each level and shaft size it is confirmed that the existing elevator does not conform to current ADA requirements. Further investigations of the size of the elevator shaft confirmed that the shaft is inadequate in physical size to support replacing the existing elevator cab with a new cab conforming to current ADA requirements. The first level of the 1977, addition is currently occupied by numerous Town of Southold departments. ; 1.1.2 Floor Plan';—Second Floor: I The second level consists of the 1977 addition, located north of the original bank building and the second floor addition located west of the original bank building.The second level is currently occupied exclusively by numerous Town of Southold departments. The public and staff access the second level from the main lobby on the first level by either elevator or stair. Once on the second level access to town departments is by a common corridor. , i , There are two restrooms located on the second level used by staff and the public. Each restroom provides facilities for multiple occupancies. The restrooms do not conform to current ADA requirements ,BUT are adaptable. Renovating each toilet room to ADA compliancy will require the elimination of one (1) water closet in each toilet, modification to one (1) sink and installation of electronic door hardware. I 1.1.3 Floor Plan_Lower Level: The original bank building and both additions have lower level basements. The lower level is accessible by the elevator and stairway off the main public corridor described above (see Figure 10) and the two (2) fire stairs located within the west addition and the north addition. Within the lower level are mechanical equipment rooms, electrical distribution, and original water service and elevator machine room. The majority ofAhe lower level was previously utilized for file and record storage.There are two (2) large areas that were previously protected by a central halon fire suppression system that have been decommissioned. One of these large areas were Town of Southold L.K.McLean Associates, P.C. Former Capital One Bank Building&Site Evaluation Page 4 I . equipped with a sophisticated movable file storage system that requires floor tracks and raised flooring (see Figure 11). It is believed that both of these areas were equipped with independent mechanical systems controlling temperature and humidity. There are men and women toilet facilities within the lower level of the west addition. The toilet room were designed for multiple occupants. They are not ADA compliant nor ADA adaptable due to the deference of floor elevation,door clearance and interior fixture clearance requirements. The balance of the lower level appeared to be utilized for general storage and not habitable ' occupancy. Considering the condition of the lower level and previous use it is recommended that it continues to be utilized as general storage and record/file storage(see Figure 12). 1.1.4 Conclusions, Concepts& Cost: 1.1.4.1 Conclusions: The condition of the original bank building and the additions is very good, considering ' the ages of the structures. It appears that the buildings have been maintained I throughout the years both interior and exterior. The exterior brick veneer has been repointed in past years in numerous locations. On the south elevation of the original building the cast stone has a few cracks that require caulking and there is some staining at the base of the south east column most likely caused by overwatering. The roofing 1 assemblies require replacement, as described within the Roof Condition Report included within Appendix"A".The aluminum windows and storefront doors appear to be in good condition. The interior of the original bank building and the first level underwent a renovation in 2010 replacing lighting and flooring. Only utilized for seven (7) years it remains clean I and in acceptable condition. The main corridor and Village offices throughout the building is in good shape and have been maintained. I I The lower level appears to be unoccupied since Capital One Bank closed in November 2017 and removed their files and storage. The acoustical ceiling systems, lighting, flooring and finished walls require some maintenance. The halon systems appear to I have been decommissioned and tanks removed. The floor tracks and raised flooring from the filing system remain within the room. The toilets have a few fixtures that are I out of commission and need service. 1.1.4.2 Concepts: I I The major item that needs to be addressed to renovate the complete building for public I and municipal occupancy and use is conformance to ADA requirements. The two areas that need to be specifically addressed are the elevator and toilet facilities on the first I and second level. I I Town of Southold L.K. McLean Associates, P.C. Former Capital One Bank Building&Site Evaluation Page 5 1 1 I To provide both elevator and toilet facilities the initial program is to limit the area of construction with minimal impact to public and staff as construction is executed. The concept iso to add a two (2) stop elevator at a modified west entry that improves circulation'within the main lobby and offers vertical circulation from first level to second level from ia 'single point within the main lobby. To accomplish this scope of work the second floor office of the Town Historian would require revisions and / or relocation within the revised building. Incorporated within the addition/renovation of the first level would include new public toilet facilities. The new facilities would be designed to satisfy the number of toilet fixtures required per plumbing code for the use and occupancy of the building in addition to!ADA requirements.The location of the new toilet rooms would be within the space previously utilized by Capital One Bank as the pantry and accessible from the main lobby. The existing second level toilet rooms are required to be renovated in conformance to ! ADA accessibility. The scope of work within each toilet room is minimal and described above. In addition to the scope of work above LKMA have included additional work for numerous items within this report to be included within Phase 1. They include: • New Elevator • Exterior building addition • New public toilets on first level • New Roofing • HVAC Improvements • Renovation of Vault • Modifications to exterior walks • , Replacement of sanitary_systems I • Restoration of parking lot areas I • Modifications of first floor bank area for Town use. • New point-of-use water heaters • Replacement of sewage ejector pump station Phase II: 1 • Site Lighting Upgrades to new LED fixtures and poles • New Parking Lot • Replace interior lighting with LED fixtures. • Replace emergence generator Town of Southold L.K. McLean Associates, P.C. Former Capital One Bank Building&Site Evaluation Page 6 I 1.1.4.3 Cost: Based on our teams evaluation of the buildings and property we have identified a two phase approach to address the major issues as well as long range items. Estimated costs are presented in Table 1. Table 1.Estimated Project Costs Work Description Report Section Estimated Cost New two story ADA compliant elevator providing vertical 1.1.1 $ 125,000.00 accessibility for public and staff. Exterior building addition/renovation on west elevation 1.1.4.2 $ 150,000.00 providing elevator shaft and improvements to main circulation. Interior lobby&second level modifications to Town Historian 1.1.4.2 $ 100,000.00 New first level men and women toilet rooms within existing 1.1.4.2 $ 100,000.00 pantry area. New roof throughout. Appendix A $ 350,000.00 HVAC improvements(AC and controls) 1.3.1 $ 800,000.00 Renovation to vault. 1.1.1 $ 30,000.00 Modifications to exterior walks. 1.1.4.2 $ 30,000.00 Replacement of sanitary systems. 1.5 $ 85,000.00 Restoration of Parking Lot Area. 1.5 $ 50,000.00 Architectural modifications of first level bank area for Town 1.1.4.2 $ 150,000.00 use. Add point-of-use water heaters. 1.2.1 $ 15,000.00 Replace duplex sewage ejector pump station 1.2.1 $ 15,000.00 New addressable fire alarm system 1.2.3 $ 90,000.00 New electrical distribution sub panel 1.4 $ 75,000.00 Sub-total of all Phase I items: $ 2,165,000.00 10%contingencies of Sub-total $ 216,500.00 Estimated Phase I Cost: $ 2,381,500.00 Site Lighting Upgrades to new LED fixtures and poles. 1.5 $ 50,000.00 New Parking Lot,including rear. 1.5 $ 175,000.00 Replace interior lighting with LED fixtures. 1.4 $ 60,000.00 Replace emergency generator 1.4 $ 100,000.00 Sub-total of all Phase II items: $ 385,000.00 10%contingencies of Sub-total $ 38,500.00 Estimated Phase II Cost: $ 423,500.00 Estimated Project Cost Town of Southold L.K. McLean Associates, P.C. Former Capital One Bank Building&Site Evaluation Page 7 To provide a budget for each phase of work identified above in addition to the amounts listed a minimal of 10% should be incorporated to include escalation and design contingencies (Not included within the construction budgets are soft costs, professional fees, legal fees, etc.). Considering the scope of work identified above per phase, with adjustments, the construction budgets would be: Phase I:$2,381,500.00 Phase II:$423,500.00 Estimated Project Cost:$2,805,000.00 Town of Southold L.K. McLean Associates, P.C. Former Capital One Bank Building&Site Evaluation Page 8 Figure 1.Two Story Masonry and Brick Building r J .e 'l d Figure 2.1977 Additions and Renovations Town of Southold L.K. McLean Associates, P.C. Former Capital One Bank Building&Site Evaluation Page 9 Figure 3.Main Street Entrance i i 3 Figure 4.Natural Light from Arches j d Town of Southold L.K. McLean Associates, P.C. Former Capital One Bank Building&Site Evaluation Page 10 Figure S.Second Floor Arches Figure 6.Bank Vault M•+ -cj 1Hi1Mt:i`.:'te.>� r i wil r +R* '� h r r "raw i � t Town of Southold L.K. McLean Associates, P.C. Former Capital One Bank Building&Site Evaluation Page 11 Figure 7.1977 Addition Vestibule with Aluminum and Glass Doors Figure 8.1977 Addition Public Corridor 1 I Town of Southold L.K. McLean Associates, P.C. Former Capital One Bank Building&Site Evaluation Page 12 Figure 9.1977 Addition Entrance ow i i nw «; Figure 10.Lower Level Stairway Town of Southold L.K. McLean Associates, P.C. Former Capital One Bank Building&Site Evaluation Page 13 Figure 11.Moveable File Storage System Figure 12.Lower Level General Storage Area r 1 i� � 0 Town of Southold L.K. McLean Associates, P.C. Former Capital One Bank Building&Site Evaluation Page 14 1.2 Mechanical Systems 1.2.1 Main Building Plumbing The existing water service enters the front of the building in the basement. There appears to be a 1-1/4" copper water service pipe that immediately reduces to 1" copper for distribution throughout the building. There is a 1" double check valve assembly at the water service entrance. The device appears to have been last inspected in April 2017 per the inspection tag. There were no reported concerns with the device or the distribution piping throughout the building. The existing water service should be sufficient in consideration of the proposed building renovation. There are two electric water heaters in the building that serve the lavatories. They are in good working condition as reported by maintenance staff. Town staff reports, however that hot water temperatures are inconsistent, and at times no hot water is available. The water heaters do not have a recirculation pump, which may be the cause of the inconsistent hot water temperatures. To correct this condition tankless point-of-use water heaters are recommended to be installed for each lavatory or bathroom. A budgetary cost for the plumbing improvements is$15,0001. There is a sump pump in the cellar that serves as an ejector pump for flood control. The pump is reported to be in good working condition by maintenance staff. The pump should be manually operated on a monthly basis to confirm performance. The pumps and controls should be replaced if required. There is a duplex sewage ejector pump station in the cellar. The pump set is in good working condition as reported by maintenance staff. A year of manufacture / installation was not available for the pumps or controls. The equipment appears to be 20+years old, and may have exceeded its useful service lift. It should be considered for replacement. Replacement should include both pumps, trim piping, check valves, float switches and controls; and low, high, and overflow alarms. A budgetary cost for this work is $15,000. 1.2.2 Teller Building Plumbing The existing water service is for a single bathroom. The water service is suitable for re-use as part of a renovation. An electric water heater provides hot water to the lavatory. 1.2.3 Main Building Fire Protection There is no fire sprinkler system installed in the building. A fire sprinkler system is not required in Group B (Business) Occupancies, but may be required in a Group A (Assembly) Occupancy for the courtroom. Based on the proposed layout, it does not appear that a fire sprinkler system 1 All estimated costs listed in Section 1.2 have been included within their respective Phase of Section 1.1.4.3. Town of Southold L.K. McLean Associates, P.C. Former Capital One Bank Building&Site Evaluation Page 15 would be required by Code. The code analysis should be performed as part of the preparation of final floor plans to determine if an automatic fire sprinkler system is required based on use, occupancy,type of construction, and area. The building has a Pyrotronics System 3 fire alarm system that is in good working condition as reported by maintenance staff. The alarm is a conventional zoned system. As part of building renovations it is recommended that a new addressable fire alarm system be installed. The new fire alarm system should include smoke / heat detection, carbon monoxide, manual pull stations,and notification devices. A budgetary cost for this work is$90,000. 1.2.4 Teller Building Fire Protection There are no fire protection systems installed in the building. 1.3 Heating,Ventilation &Air Conditioning 1.3.1 Main Building HVAC The building has separate HVAC systems for the bank space and the tenant space. The bank space is served by a central air hander located in the cellar. Chilled water serving the air handler is generated by a liquid chiller in the cellar, and an air cooled condenser on the roof. There are two compressors and condensers, reported to be a redundant system, and in good working condition as reported by maintenance staff. The system capacity is 20 tons. The air hander includes an economizer for ventilation. The tenant space is served by redundant water-cooled chillers located in the cellar with a cooling tower on the roof. Chilled water is pumped to fan coil units located throughout the tenant space, and to an air handler in the third floor mechanical room that serves portions of the second floor. The air handler includes an economizer for ventilation, but no ventilation system exists for spaces served by the fan coil units. The chiller capacity is 20 tons. The equipment is in good working condition as reported by maintenance staff. Heating hot water is generated by a central boiler plant consisting of three duel fuel boilers and a duplex pump set. The boilers are currently oil-fired. The system capacity is 1600 MBH. The boiler plant was recently installed and is in good working condition as reported by maintenance staff. Hot water is pumped to the two above noted air handlers, as well as the fan coil units for building heat. Indoor air quality and comfort issues were reported by Town staff. It was reported that the pneumatic control system was not functioning properly during the recent heating season, and several attempts were required by maintenance personnel to ultimately correct the system operation. The Town also reports that while spaces served by the fan coil units on the first floor can maintain space temperature during the summer, humidity within the space is outside of the Town of Southold L.K. McLean Associates, P.C. Former Capital One Bank Building&Site Evaluation Page 16 normal comfort range. As a temporary measure to reduce the relative humidity Town staff will open windows as well as the doors between the Bank and Tenant space. High relative humidity is uncomfortable, as well as creates a potential for mold growth. It is our opinion that the system as designed and installed is insufficient to reduce relative humidity in the space. An upgraded or new system, including ventilation improvements would be required to increase occupant comfort and indoor air quality. Because of the reported performance issues with the Tenant space mechanical systems, and the proposed renovations to the Bank space, a new HVAC system for the entire building should be considered. A Variable Refrigerant Flow Air-Source Heat Pump— Heat Recovery (VRF) system is recommended to provide cooling and heating throughout the building. This type of system includes an air cooled condensing unit mounted on the roof, with distributed air handlers throughout the building. Small refrigerant piping manifolds the condensing unit to the various air handlers. The air handers can be sized to serve a single room, or a larger space making them an ideal solution for renovations to older buildings. These systems offer high efficiencies and low operating costs, and can provide simultaneous heating and cooling as would be required in consideration of the various occupancies proposed. Ventilation to the renovated building can be provided via a Dedicated Outdoor Air System including Energy Recovery Ventilators (ERV). An ERV provides balanced ventilation by moving stale exhaust air through a heat exchanger to condition fresh outdoor air. The conditioned air reduces the load on the heating and cooling system that would otherwise exist by introducing unconditioned ventilation air to the space. ERVs are commonly included in a high performance building system. Small ductwork associated with low ventilation airflow rates are easily distributed throughout the building. For budgetary purposes associated with the proposed building renovation, a new VRF system with ERVs will be assumed. A budgetary cost for the HVAC renovations is $800,000'. 1.3.2 Teller Building HVAC The building is served by a rooftop air conditioner for cooling, and electric baseboard for heating. The systems are in good working condition as reported by maintenance staff. These systems would be appropriate for re-use or direct replacement as part of a renovation. 1.4 Building Electrical Components 1.4.1 Main Building Electrical The electric service is three phase, 120/208 volts, 1,000 amps. The service entrance panel and main distribution panel located in the cellar serve distribution panels in the cellar and 'All estimated costs listed in Section 1.3 have been included within their respective Phase of Section 1.1.4.3. Town of Southold L.K. McLean Associates, P.C. Former Capital One Bank Building&Site Evaluation Page 17 throughout the building. The 1,000 amp service is of newer construction, and it replaced the original service entrance equipment also located in the basement. The service is likely of sufficient capacity to serve building following the proposed renovations, inclusive of a new HVAC system. A new distribution subpanel, new branch circuits, and wiring devices are recommended to be installed to serve the renovated space. A budgetary cost for this work is $75,0003. The existing building has fluorescent light fixtures throughout. New LED fixtures are recommended as part of the renovation. A budgetary cost for the new light fixtures in the renovated space is $40,000. An operational cost savings can be realized by upgrading the remaining lighting to LED. A budgetary cost to replace existing fixtures with new LED fixtures is $60,000. There is an existing 30 KW Cummins diesel-engine generator installed in the garage to the rear of the building. The generator has a capacity of about 100 amps, and serves a 200 amp transfer switch located within the cellar. The generator is reported to be in working condition, however the generator has exceeded its useful service life. A new generator is recommended to serve, at a minimum,the existing emergency circuits. As part of the generator replacement project a larger generator should be considered to serve additional critical loads and / or the entire facility. For budgetary purposes associated with the proposed building renovation, a 150 KW diesel-engine generator is assumed to be sufficient to serve the entire building. Any new generator should be installed outdoors in a sound attenuating weatherproof enclosure. A budgetary cost for the generator replacement is $100,000. 1.4.2 Teller Building Electrical The existing electrical service is appropriate for the space and is suitable for re-use as part of a renovation. Existing lighting is fluorescent and can be upgraded to LED if desired as part of a renovation. 1.5 Site Evaluation The evaluation of the former Capital One Bank site consisted of examining the storm water drainage systems, site lighting, landscaping, wastewater sanitary system, parking lot areas, curbing/sidewalk,ADA accessibility and on-site traffic controls. A separate Phase I Environmental Site Assessment has been prepared in accordance with this part of the property assessment. There are two separate lots that were inspected. The main site (where the bank buildings are located) is 1.56 acres in size and contains three separate building structures, asphalt pavement and limited perimeter vegetated areas 3 All estimated costs listed in Section 1.4 have been included within their respective Phase of Section 1.1.4.3 Town of Southold L.K. McLean Associates, P.C. Former Capital One Bank Building&Site Evaluation Page 18 (Main:13,000 SF, North Lot: 1,700 SF). The 2-story masonry main bank building (11,000 SF), the single story drive-up bank building (600 SF not including overhang) and a dry storage garage structure (1,200 SF). The north lot is 0.58 acres is size and is predominantly an asphalt pavement parking area that surrounds a 0.11 acre private parcel with a 2-story building on it. Figure 13 below presents the site location and layout. Figure 13.Site Location and Layout �ri1li VA w r } i,zoo S.F . AAA i, N TELLER MAI B NK ~ BUILDING BUILDING +boo SF if --o SF L IFF, The primary lot (54265 Main road Southold, NY)connects directly to the north parking lot (1470 Traveler Street). The grade along the paved areas (38,000 SF: Main & 24,000 SF: North) is adequate with some minor ponding around (localized) inlets situated on the main lot from past maintenance work (see Figure 14). There are no areas where significant ponding occurs on either lot. The overall condition of the pavement on both the primary and north lots is fair and in some locations poor. It is our office's recommendation that the parking lot areas be reconstructed with a new subbase and 4" asphalt pavement layer(2.5"Type 3 binder with 1.5"Type 6 top course). A new striping plan would be required to utilize the area efficiently and to maximize the amount of off-street parking stalls. The construction can be phased starting with the primary lot based upon the amount of corrective work required to the sanitary system. It is estimated that the cost of reconstructing all paved areas is approximately Town of Southold L.K. McLean Associates, P.C. Former Capital One Bank Building&Site Evaluation Page 19 $225,000.004 (includes removal, replacement of 6" RCA and 4" of asphalt). If the subbase material can be re-used then the cost of the reconstruction can go down to$175,000.00. Based upon our evaluation of the site on multiple occasions after rain events,the main parcel appears to have more than adequate (greater than 4") below-grade storm water storage capability. The site has drywells that contains the roof runoff while larger 10 & 12 foot diameter leaching pool structures have been installed to store runoff from the paved area. Most of the collection inlets are situated away from the curbed areas. The only area of minor concern during a very heavy rain event would be along the west side of the parking lot approximately 30' north of the State right-of-way (Main Street). The drainage appears to back up along a flat section next to the curb (3" reveal)which prevents stormwater from exiting the property next to the two-story commercial brick building to the west. The north lot contains below grade leaching structures that connect to a single drainage inlet situated in the northwest quadrant of the parking area (see Figure 15). Based upon a review of records the Town installed a drainage inlet on Traveler Street (just west of the north entrance onto the lot and connected using the existing drainage inlet using an 18" corrugated metal pipe. Although having an additional tributary area enter the site is not always desirable, after examining the area during moderate to heavy rain events it does not appear to have an adverse impact on the north parking lot. Based upon the additional dependence upon this drainage system it does not appear that the north lot can be used for any other function than providing off-street parking. Some inlets on the primary lot have localized "lows" before the actual grate. Some seem to be attributed to settlement after patch work or just settlement over time. There is no significant cost that needs to be associated with upgrading the drainage system other than installing a catch basin along the west side of the site. Routine maintenance would need to be performed to remove sedimentation from within catch basins, piping systems and ultimately leaching pools. There are concrete walkways, curbing, structural slabs (over buried storage heating oil tank), ramps and raised concrete medians situated along the main former bank property occupying approximately 5,000 SF of the main site. There are no concrete walkways or curbing on the north parking lot property off Traveler Street. The condition of the perimeter walkways are acceptable with the exception of the walkways located directly west of the addition area. That sidewalk (directly west of the main ramped access-way) is in poor condition and would need to be replaced. If architectural improvements to facilitate a new ADA-compliant elevator are proposed at the top of the ramp,the existing concrete ramp would need to be modified (reconstructed). The existing ramp (curb drop) from the parking lot to the sidewalk that extends to the ramp is too steep and does not meet the maximum allowable gradient of 8.33% (see Figure 16). We recommend removing one flag of the sidewalk and reconstructing the ramp having a maximum gradient of 7.5% with the proper cross pitch and width. The slab over the buried heating oil tank is in good condition. The slabs contained within the raised medians are in acceptable condition and do not require any immediate attention. The concrete curbs are in good condition with the exception of some isolated sections that appear to be damaged from snow removal equipment. Those sections would need to be replaced before the pavement is replaced. The curbs generally have a 4 All estimated costs listed in Section 1.5 have been included within their respective Phase of Section 1.1.4.3. Town of Southold L.K. McLean Associates, P.C. Former Capital One Bank Building&Site Evaluation Page 20 reveal of 5-6 inches which would allow the majority of them to remain when the pavement is reconstructed. Both the main lot and north parking lot have limited vegetated areas mainly situated along their perimeter. The main bank building has decorative landscaping and grass that surrounds the west, south and east sides. These two areas seem to be supported by an irrigation system. There are other raised small-sized grass medians present on the main lot while the north lot does not have any raised medians (not curbed) but has some large street trees that populate the west and part of the south property line. The street trees on Traveler Street and Young's Avenue all appear to be situated within the Town right- of-way. Most of the trees and landscaping appear to be healthy with the exception of a "leaning" of split trunk tree that is situated along the west side of the private residence at 1235 Youngs Avenue (see Figure 17). Large branches extend over 3 to 4 parking stalls and therefore would recommend some routine pruning and maintenance to that specific area of the site. Otherwise, based upon our inspection of the premises there does not appear to be any new landscaping improvements needed on either lot. The site (both lots) is populated with light poles that provide adequate illumination to the parking lot areas and along walkways leading to the main building. There are three light poles in the rear lot (two single fixture 16' high & one double fixture centrally located) while the primary lot has eight (8) light poles (4 single fixture poles & 4 double fixture poles, see Figure 18). The building has some wall mounted lights on the north and west side of the building that supplement the pole mounted fixtures. Based upon site inspections at night there does not appear to be any light pollution or spillage beyond the two (2) lots that comprise the site. There does not appear to be any immediate expense associated with this feature of the site. The Town may elect to install LED fixtures in the future using the same pole setups. The sanitary systems for the main building and drive-up teller building do not meet current Suffolk County Department of Health Services standards. Based upon conversations with maintenance staff the system is undersized and in need of routine service (aeration and pump-out). The system will need to be re-sized in accordance with the Commercial Sanitary regulations which will increase the size of the leaching pools currently on record. It is likely that the SCDHS does not have any sanitary permits on record after performing a record search in their permit database. The septic tank would need to be replaced with a precast structure and there appears to be ample room to install new sanitary leaching rings in the parking area towards Main Street. The new system will need to meet all of the minimum separation distances to water, buried utilities, drainage, property and existing buildings. Depending upon the future use of the drive-up teller building, the waste line could be connected to a central septic tank for regulatory conformance. Our office estimates a construction cost ranging from $75,000 to $85,000 for the removal/abandonment of the existing system and construction of a new SCDHS- compliant sanitary system. Town of Southold L.K. McLean Associates, P.C. Former Capital One Bank Building&Site Evaluation Page 21 Figure 14.Fractured pavement with localized ponding �N'7 N W ,tl -rc Town of Southold L.K. McLean Associates, P.C. Former Capital One Bank Building&Site Evaluation Page 22 Figure 15.Ponding near below grade leaching basin a'. _aa6oiffm EL 1 Figure 16.Non-ADA compliant Ramp Town of Southold L.K. McLean Associates, P.C. Former Capital One Bank Building&Site Evaluation Page 23 propertyFigure 17.Split tree along adjacent private Figure 18. iii► .� �.�+'tiz��-' ' ,+7 �,,;, i1i•' SSS • � _ r 2 � 4 3 ..r ....v-ter• A +�: . Double fixture pole Town of Southold L.K. McLean Associates, Former CapitalOne Bank Building • Appendix A - Roof Report Provided by TS Associates, Inc. TOWN HALL ANNEX BUILDING Southold, Roof Condition Report Inspection Date: 04/18/2018 PREPARED BY , James McKeough Christopher Dwyer TS Associates, Inc. L.K. McLean Associates EMP RE 487 Westbury Avenue `KAA cdwyer@Ikma.com Phone. 631- SALES GROUP Carle Place, NY 11514 286-8668 james@empiresalesgroup.net 516-413-5494 Southold Town Hall Annex 54375 Main road Southold, NY 11971 Building Type: Government/public Neighborhood: Urban and Suburban GoogleIrnagery V2018,DigitalGlobe. reportThis .. Roof Rater by _RSIC• EMPIR E SALES GROUP 04/20/2018 Christopher Dwyer L.K. McLean Associates Email: cdwyer@lkma.com In accordance with your request, a visual inspection of the roof at the referenced building was conducted on 4/18/18. The purpose of the inspection was to obtain a general overview of the current condition of the roof and to provide recommendations for replacement of the existing roof as well as related cost estimates for the work. The building is of masonry and steel reinforced concrete construction and is (two) stories in height. The roof area consists of four roof section encompassing approximate (10,500) square feet. The roof system is in poor condition and numerous holes and other breaches in the roof membrane were observed. Total removal and replacement of the existing roofing system is recommended. The new roofing system recommendation shall be furnished upon request. It is understood that the foregoing information as well as the information contained in this report is based on visual observations only. Additional testing is recommended to determine the presence of asbestos containing materials (ACMs) in any of the existing roofing components. Actual costs may vary and can only be determined by obtaining bids from qualified commercial roofing contractors. Please feel free to contact me at (516) 413-5494, if you have any questions or if you require any additional assistance. Sincerely, James C. McKeough TS Associates Inc. Facility Southold Town Hall Annex 04/20/2018 TOWN HALL ANNEX BUILDING 1 Roof Repair/Replacement Costs ROOFTOP SUMMARY: Roof Sections: 4 ' Total Issues: 9 Total Details: 0 s I gli, Imagery )2018,New York GIS Section Severity Recommendation Repair Cost Replacement Cost A) High Roof Moderate Repair/Replace N/A N/A B) Main Roof Area Moderate Repair/Replace N/A NSA C) Mechanical Room Roof Good Section is Good N/A N A D) Stair Bulkhead Roof Good Section is Good N/A VA $0.00 $0.00 Prepared by James McKeough using True Roof Rater by VERSICO Page 3/21 ROOFING SYSTEMS Facility Southold Town Hall Annex 04/20/2018 Disclaimer This report has been prepared by an individual trained by experience and education in this industry. However, this report is not intended to be and does not constitute an expert opinion on the cause of any deficiencies found, rather it addresses such deficiencies, if found, and proposed corrective action to restore the effectiveness and long term viability of the roof. This report was not prepared by a licensed professional engineer and is not intended to be a statement or opinion concerning the quality of the installation inspected, since its focus is on remediation of any conditions found. This report is for the exclusive use for the recipient and may not be used by any other person or entity without the prior express consent of the author. Notice: Scale drawings, preliminary specifications and documentation provided by are preliminary. The successful bidder is responsible for all building permits, field conditions and compliance with building codes. Any budgetary figures are preliminary only and not guaranties. Preliminary specifications and budgeting parameters are based upon field inspections and test cuts when applicable and are subject to revisions based upon final field conditions and construction issues. The successful bidder is responsible to conduct their own field tests and construction inspections to assure proper installation and compliance with building codes. No structural analysis has been provided in these preliminary specifications. Versico nor their independent representatives are architects and therefore it is not the intent herein to describe all of the details for roofing and flashing. The roofing contractors shall assure themselves that they have been provided with all information and details required by the membrane manufacturer or project conditions to achieve a complete water-tight installation regardless of whether or not such information or details are expressed specifically herein. The roofing contractor shall provide immediate notice to the owner in the event the roofing contractor determines that additional information, details or drawings are necessary to achieve a complete watertight installation. All work shall be performed by the roofing contractor in accordance with local, state and federal laws, codes and regulation. Owner shall accept responsibility for the adequacy of the design and the conformance of the design with all local, state, federal laws, codes. To the extent applicable, Owner accepts responsibility for any identification, analysis removal and disposal of asbestos containing material. Prepared by James McKeough using True Roof Rater by: VERSICO Page 4/21 ROOFING SYSTEMS Facility- Southold Town Hall Annex 04/20/2018 Section • • • Section Outcome: Repair/Replace + Severity: Moderate Section Summary: Section Issues: 3 Section Details: 0 t • egleAdik Imagery • Section Recommendation: High Roof Level - Roof system is in poor condition. The perimeter flashing have numerous holes and require repairs. The existing roof system has very little insulation thermal (R Value). Removal of the existing roof system is recommended. Prepared by James McKeough using True Roof Rater by: VERSICO Page 5/21 ROOFING SYSTEMS y � , Facility: Southold Town Hall Annex 04/20/2018 Section • • • Section Composition: q Layer Type Description Method of Attachment Surfacing Gravel Loose laid in place Membrane Bur -4 ply Hot asphalt Insulation Perlite Hot asphalt Vapor Retarder 2 ply hot Hot asphalt Deck Structural concrete Not applicable Prepared by James McKeough using True Roof Rater by: VERSICO Page 6/21 ROOFING SYSTEMS Facility: Southold Town Hall Annex 04/20/2018 Section A: High Roof Issue AI-1: IV . �_ Description: Moss is a form of vegetation that can grow on a roof surface. It requires constant shade and surface moisture to exist. It does not have an extensive root t system. Why is this an issue? ' A roof surface that has bare organic felts with moss # cover may rot faster as no wind and sun can get at the surface of the roof to remove the constant water conditions that would cause membrane rot. Severity: Action: Minor Monitor Figure 1 Figure 2 Prepared by James McKeough using True Roof Rater by: VERSICO Page 7/21 ROOFING SYSTEMS Facility: Southold Town Hall Annex 04/20/2018 Section A: High Roof Issue AI-2: Flashing defect-splits Description: ,._ Wall Membrane Flashing has open holes, splits and j cracks. i Why is this an issue? Splits permit water entry into the roofing system and potentially into the building interior. _ Severity: Action: Moderate Requires Repair k 4r I� t• 1 Figure 1 Figure 2 Prepared by James McKeough using True Roof Rater by: VERSICO Page 8/21 ROOFING SYSTEMS Facility Southold Town Hall Annex 04/20/2018 Section A: High Roof Issue AI-3: Masonry deterioration Description: ✓ , Open masory wall and coping mortar joints resulting f from wall movement, disbonding, cracked or j deteriorated mortar. Masonary wall and coping mortar joints are the most common means of water entry into �• " a masonry wall. Why is this an issue? Water penetration is responsible for many of the problems in masonry walls. If a wall is saturated with water, freezing and thawing may cause cracking, ` spalling, and disintegration. Water and moisture can ,r cause masonry to experience dimensional changes, metal to corrode, insulation to lose its effectiveness, interior finishes to deteriorate and efflorescence to appear on exterior surfaces. Severity: Action: Moderate Requires Repair d g f � 1 �} �w t Figure 1 Figure 2 Figure 3 Prepared by James McKeough using True Roof Rater by: VERSICO Page 9/21 ROOFING SYSTEMS Facility Southold Town Hall Annex 04/20/2018 Section A: High Roof Moisture Survey 1 Survey Type: Membrane Condition: Test Cuts Only Dry Survey Date: Insulation Condition: 4/18/2018 Dry Details: r 7 ,y 'a! ■ I Figure 1 Prepared by James McKeough using True Roof Rater by VERSICO Page 10/21 ROOFING SYSTEMS Facility: Southold Town Hall Annex 04/20/2018 SectionRoof Area Section Outcome: Repair/Replace r, Severity: Moderate Section Summary: Section Issues: 6 d Section Details: 0 � f Imagery M � v � r ... - . Section Recommendation: Main Roof Level - Roof system is in poor condition. The roof cap sheet is blistered in many locations. The existing roof system is approximately 4"thick. The existing Insulation (R Value) is approximately 17 Removal of the existing roof system is recommended. Prepared by James McKeough using True Roof Rater by VERSICO Page 11/21 ROOFING SYSTEMS Facility Southold Town Hall Annex 04/20/2018 Section • • . Section Composition: Layer Type Description Method of Attachment Insulation Poly isocyanurate Mechanically attached Vapor Retarder 1 ply laid dry Loose laid in place Deck Steel 22 ga. or heavier Not applicable Membrane Bur- 3 ply Hot asphalt Prepared by James McKeough using True Roof Rater by. VERSICO Page 12/21 ROOFING SYSTEMS Facility: Southold Town Hall Annex 04/20/2018 Section B: Main Roof Area BridgingIssue BI-1: Description: Wall or curb membrane flashing that has become unadhered from the angle change. Why is this an issue? The membrane is unsupported and will eventually �, c wear a hole through, causing water entry This condition also causes added stress on the 9 termination, which will compromise the mechanical attachment at the top of the wall. The watertight integrity of the roofing system is jeopardized. Severity: Action: ,. Major Requires Repair AGoogle N t Figure 1 Figure 2 Figure 3 Prepared by James McKeough using True Roof Rater by VERSICO Page 13/21 ROOFING SYSTEMS Facility Southold Town Hall Annex 04/20/2018 Section B: Main Roof Area Description: A spongy raised portion of a roof membrane. Blisters result from the pressure buildup of gases entrapped in the membrane system. The gases most commonly .• are air and/or water vapor. Blisters usually evolve from non-laminated membrane plies. Why is this an issue? Blisters can cause a reduction of strength in a roof membrane, resulting in premature failure of the •••.� system. Blisters can be easily ruptured by foot traffic, ,, which may result in roof leaks and subsequent damage to both the roof system and the building's interior space. / ,- Severity: Action: Moderate Requires Repair Goole ••e Figure 1 Figure 2 Figure 3 Prepared by James McKeough using True Roof Rater by: VERSICO Page 14/21 ROOFING SYSTEMS Facility: Southold Town Hall Annex 04/20/2018 Section B: Main Roof Area Description: Ponding water can be traced to any of several factors. First, a roof may pond water as a result of poor housekeeping on the roof which contributes to r, clogged drains, gutters and downspouts. The build up of roof top debris or displaced gravel ballast frequently blocks water flow and creates ponds. , Secondly, the building's roof top drainage systemp may not have been designed properly. Finally, ponds ` form as a result of such common conditions as •' building settlement and deck deflection. Why is this an issue? The NRCA has classified "undesirable" ponding water r` as standing for more than 48 hours, though ponding can pose a threat in even shorter time spans. Since ponds occur in low areas of a roof, a pond becomes a Google repository for debris, sediment, and chemical emissions. Ponding encourages microorganism and bacterial degradation, roof deflection, magnified ultraviolet exposure and premature failure of the roof system. A matter of"deep" concern in the roofing industry is the fact that a 1" deep pond weighs 5 2 lbs. / sq ft and many structures cannot handle this extra load Severity: Action: Minor Monitor If Figure 1 Prepared by James McKeough using True Roof Rater by: VERSICO Page 15/21 ROOFING SYSTEMS Facility Southold Town Hall Annex 04/20/2018 Section B: Main Roof Area Description: Roofing felts are fabrics manufactured by the Ak 10 interlocking of fibers through a combination of mechanical work, moisture, and heat without spinning, weaving or knitting. Roofing felts are manufactured from vegetable fibers, asbestos fibers or glass fibers. They are either impregnated or coated with bitumen. Their primary function is to provide strength in a multi-ply roof system. They have very poor ultraviolet light resistance and waterproofing ability. They are usually waterproofed with surface bitumen and an ultraviolet light resistant aggregate or are coated. Why is this an issue? / When felts in a roof system become exposed to moisture they may progressively lose both their minimal waterproofing integrity and their strength. Google York(31s' Organic felts may eventually rot from this moisture attack. Severity: Action: Moderate Monitor i f i i r. Figure 1 Figure 2 Prepared by James McKeough using True Roof Rater by: VERSICO Page 16/21 ROOFING SYSTEMS Facility. Southold Town Hall Annex 04/20/2018 Section B: Main Roof Area Description: Metal termination is bowing between mechanical fasteners. •• td Why is this an issue? This condition prevents the termination point from having constant compression. The possibility of water �d � 4 entering behind the termination point at bowed locations is greatly increased or evident. ^ Severity: Action: Moderate Requires Repair Google York GIS Figure 1 Figure 2 Prepared by James McKeough using True Roof Rater by: VERSICO Page 17/21 ROOFING SYSTEMS Facility: Southold Town Hall Annex 04/20/2018 Section B: Main Roof Area Issue BI-6: Pitch pocket voids Description: Pitch pockets are used to waterproof irregularly shaped penetrations through the roof surface. A void can occur due to settling or shrinkage of the pitch • pocket filler. Why is this an issue? Voids or separation of the pitch pocket filler from the sidewalls can permit water entry into the building. Severity: Action: Moderate Requires Repair r Figure 1 Prepared by James McKeough using True Roof Rater by VERSICO Page 18/21 ROOFING SYSTEMS Facility: Southold Town Hall Annex 04/20/2018 Section B: Main Roof Area Moisture Survey 1 Survey Type: Membrane Condition: Test Cuts Only Dry Survey Date: Insulation Condition: 4/18/2018 Dry Details: Core was DRY. Granular Cap Sheet is blistered. Ff • Sl 9 T q �r Figure 1 Figure 2 Prepared by James McKeough using True Roof Rater by: VERSICO Page 19/21 ROOFING SYSTEMS Facility: Southold Town Hall Annex 04/20/2018 SectionRoom • • " Section Outcome: Section is Good �a �► Severity: Good Section Summary: x�. Section Issues: 0 Section Details: 0 ••• Section Recommendation: This section is fine. Prepared by James McKeough using True Roof Rater by. VERSICO Page 20/21 ROOFING SYSTEMS Facility: Southold Town Hall Annex 04/20/2018 Section • Roof Section Outcome: Section is Good ,+ Severity: Good Section Summary: • Section Issues: 0 Section Details: 0 rf r� O O• _ Section Recommendation: This section is fine. Lead Coated Copper Standing Seam Panels. Roof Deck is Concrete. Prepared by James McKeough using True Roof Rater by VERSICO Page 21/21 ROOFING SYSTEMS TOWN HALL Stair Roof Concrete Deck �! • Lead Coated Copper ^� 5 Mk Rd s HIGH - -O• Main Roof Steel -.. Sloped Concrete Deck • Deck Roof wow Google Earth mage Lands"I CopETT mm— .�-- ^••�• •. r _ �" 100 ft Appendix B — Environmental Site Assessment Provided by Nelson, Pope &Voorhis, LLC Phase I Environmental Site Assessment 54375 Route 25 Southold, New York NP&V Job # 18084 April 25, 2017 Revised: May 30,2018 CONFIDENTIAL AND PRIVILEGED Phase I Environmental Site Assessment 54375 Route 25 Southold, New York THIS DOCUMENT CONTAINS 32 PAGES OF TEXT COPIES AND CIRCULATION OF THIS REPORT ARE AS FOLLOWS: Two(2)copies to client One(1)copy retained in NP&V file Prepared For: Chris Dwyer L.K.McLean Associates,P.C. 437 South Country Road Brookhaven,New York 11719 Prepared By: Charles J.Voorhis,CEP,AICP Nelson,Pope&Voorhis,LLC 572 Walt Whitman Road Melville,New York 11747 (631)427-5665 Copyright©2018 by Nelson,Pope&Voorhis,LLC NELSON POPE 6 VOORMS.LLC IROME ENVNNTAL r PLANNING•CONSULTING Phase I Environmental Site Assessment 54375 Route 25 CONTENTS 1.0 SUMMARY Page 1 of 32 2.0 INTRODUCTION 2.1 PURPOSE Page 6 of 32 2.2 DETAILED SCOPE OF SERVICES Page 6 of 32 2.3 LIMITATIONS AND EXCEPTIONS Page 7 of 32 2.4 SPECIAL TERMS AND CONDITIONS Page 9 of 32 2.5 USER RELIANCE Page 10 of 32 3.0 SITE DESCRIPTION 3.1 OBJECTIVES Page 11 of 32 3.2 METHODOLOGY Page 11 of 32 3.3 LIMITATIONS Page 11 of 32 3.4 LOCATION AND LEGAL DESCRIPTION Page 11 of 32 3.5 EXISTING AND PAST USES Page I 1 of 32 3.5.1 Aerial Photography Page 12 of 32 3.5.2 Sanborn Maps Page 13 of 32 3.5.3 USGS Quadrangle Maps Page 13 of 32 3.5.4 Other Sources Page 13 of 32 3.5.5 Data Gaps Page 13 of 32 3.6 SITE AND VICINITY CHARACTERISTICS Page 14 of 32 3.7 DESCRIPTION OF SITE CONDITIONS Page 14 of 32 3.8 ADJACENT LAND USES Page 15 of 32 3.9 NATURAL SETTING Page 15 of 32 3.9.1 Soils and Topography Page 15 of 32 3.9.2 Groundwater Resources Page 16 of 32 3.9.3 Wetlands Page 17 of 32 3.9.4 Coastal Barrier Improvements/Flood Plains Page 17 of 32 3.9.5 Critical Habitat/Endangered Species Page 18 of 32 4.0 USER PROVIDED INFORMATION 4.1 TITLE RECORDS Page 19 of 32 4.2 ENVIRONMENTAL LEINS OR ACTIVITY AND USE LIMITATIONS Page 19 of 32 4.3 SPECIALIZED OR ACTUAL KNOWLEDGE Page 19 of 32 4.4 COMMONLY KNOWN OR REASONABLY ASCERTAINABLE INFORMATIONS Page 19 of 32 4.5 PROPERTY VALUATION REDUCTION FOR ENVIRONMENTAL ISSUES Page 19 of 32 4.6 OWNER,PROPERTY MANAGER AND OCCUPANT INFORMATION Page 19 of 32 4.7 REASON FOR PERFORMING PHASE I ESA Page 19 of 32 i I�Wtw Uff WffWLMff -- NELSON POPE 6 VOORHIS.LLC ENVIROfWENTAL. PLANNING.CONSULTING 5.0 ENVIRONMENTAL RECORDS AND HISTORICAL DATA REVIEW 5.1 STANDARD ENVIRONMENTAL RECORD SOURCES Page 20 of 32 5.1.1 USEPA Page 20 of 32 5.1.2 NYSDEC Page 22 of 32 5.1.3 SCDHS Page 24 of 32 5.1.4 Local Agencies Page 25 of 32 6.0 FINDINGS Page 26 of 32 7.0 OPINIONS Page 27 of 32 8.0 CONCLUSIONS Page 27 of 32 9.0 DEVIATIONS&ADDITIONAL SERVICES Page 28 of 32 9.1 DEVIATIONS Page 28 of 32 9.2 ADDITIONAL SERVICES Page 28 of 32 10.0 SIGNATURE OF ENVIRONMENTAL PROFESSIONAL Page 29 of 32 11.0 REFERENCES Page 30 of 32 FIGURES Page 32 of 32 APPENDICES k mm 1* NELSON POPE 6 VOORFNS,LLC FIO EW NINENTAL•PLANNNIG•CONSLLTKVG Phase I Environmental Site Assessment 54375 Route 25 1_0 SUMMARY The subject property has been inspected and reviewed independently by Nelson, Pope & Voorhis, LLC in order to determine potential environmental or public health concerns. This report is intended to identify Recognized Environmental Conditions (as defined in Standard Practice for Environmental Site Assessment;ASTM E 1527-13 and United States Environmental Protection Agency (USEPA) Standards and Practices for All Appropriate Inquiries (AAI)) on the subject property based on four (4) components of a Phase I Environmental Site Assessment (ESA): records review, site reconnaissance, interviews and evaluation and reporting. Appendix A provides a statement of limiting conditions. Appendix B includes the resumes of key personnel. The subject property lies in the Town of Southold, County of Suffolk, New York. The subject property consists of a 2.13± acre parcel of developed land, located on the northwest corner of Main Road (SR 25) and Youngs Avenue. The property is more particularly described as Suffolk County Tax Map #: 1000-061-02-12.2 and 1000-060-02-3.1. The surrounding area is lightly developed with commercial and residential uses. The subject property consists of two (2) tax parcels, the first tax parcel is a developed parcel of land and the second parcel is vacant land that is utilized as a paved parking area. The southern tax parcel contains a two-story masonry and steel framed building with a footprint of approximately 8,000 square feet (SF). The northern tax parcel consists of paved parking area with no structures. The exterior of the building located on the southern parcel consists of a masonry and steel framed structed situated on a poured concrete foundation with brick siding and a rolled rubber roof. The interior of the building consists of carpeting and, vinyl and ceramic tile floors,painted sheetrock walls and drop acoustical tile ceilings. The building has a full basement which contains boiler and mechanical rooms, storage rooms and a large former file room. The basement boiler room contains three (3) #2 fuel oil boilers which can be converted to natural gas if natural gas service is supplied to the building. An underground fuel oil storage tank is located on the north side of the building in the paved parking area. This tank appeared to be a double walled fiberglass storage tank which was connected to an alarm system. There are four(4) floor drains in the basement of this building which appeared to discharge directly into the subsoils beneath the building. A large sanitary ejector pump and stormwater discharge sump pump are located in the basement. Sprayed on insulation was observed on the steel beams in several locations of the building. Currently, the majority of the building is utilized by the Town of Southold for several Town Departments. The southern half of the building's first floor was utilized as a bank until recently. At the time of the site reconnaissance,this space was vacant. A hydraulic powered elevator was present in the northern portion of the building. This elevator is serviced by a self-contained electric motor and a hydraulic reservoir located in the basement elevator room. r 1* NELSON POPE 6 VOORMS.LLC ENVIRONMENTAL-PLANNING-CONSLA_TNVG 54375 Route 25,Southold _ Phase I ESA An ancillary building which was utilized as a drive thru for the bank is located to the west of the main building. This structure consists of small office space and a bathroom. A large overhang which covers three (3) drive thru lanes is connected to the west side of this small office area. This ancillary building consists of brick siding and a rolled rubber roof with carpeting and ceramic tile flooring,painted sheetrock walls and ceiling. A second ancillary building is located in the northwest corner of the southern tax parcel. This building consists of a one (1) story wood framed garage structure which has three (3) garage doors. The interior of this building was vacant at the time of the site reconnaissance, except for a diesel powered generator. No staining was observed on the concrete floor beneath the generator. A fuel line which enters the concrete floor was observed on east side of the generator. An inspection of the exterior of the building in the area of the fuel did not identify any fill or vent pipes for a subsurface storage tank. It is assumed that the generator may be connected to the fuel oil storage tank located on the north side of the main building; however, no trench for the fuel lines was observed in the parking area. A small asphalt patch was located in the paved parking area on the east of the garage structure which is the typical size of 275 or 550 gallon storage tank. This asphalt patch indicates that a tank may have been removed at some time in the past. Suffolk County Department of Health Services (SCDHS) records indicated a 550 gallon gasoline storage tank was removed from this area of the property. A 55 gallon drum with a label indicating the contents of the drums consisted of"Non-Hazardous Waste" was observed in the building. The exact contents of this drum are unknown. The area surrounding these buildings consists of a paved parking area which contains stormwater catch-basins, open grate stormwater leaching pools, an underground fuel oil storage tank and landscaping. There are two (2) on-site sanitary systems, one services the main building and second services the single bathroom located in the drive thru building. These systems are located in the paved parking area to the west of the main building. There was no evidence of any staining, discharge, areas of stressed vegetation, residue of oils or other toxic substances, pools of discharge, petroleum or chemical odors, or other such indicators noted during the site reconnaissance. Sanborn map coverage was available for the area of the subject property from 1920, 1929, 1947, and 1965. The 1920 map depicted the southern portion of the subject property was occupied by the Southold Hotel which was situated in the southeast corner of the property. A gasoline pump was located off the northwest corner of the hotel. A 550 gallon underground gasoline storage tank was identified off the east side of the hotel garage. A dwelling was located in the southwest corner of the property. The northern portion (existing paved parking area) of the subject property contained two (2) dwellings and an accessory building. The 1929 map revealed that the hotel had been demolished and the existing building had been constructed. This building was identified as being occupied by the Southold Savings Bank. In addition, the hotel garage had been removed along with the gasoline storage tank. The dwelling located in the southwest corner of the property and the two (2) dwellings located in the northeast corner remained. The accessory building located in the northeast corner of the northern parcel was converted into a store. The 1947 map was similar to 1929, except for the addition of an auto repair shop located LSON POPE&IRONENTAL. ~ ENVNPLANNING.CONSULTING Page 2 of 32 54375 Route 25,Southold Phase I ESA in the northwest portion of the northern parcel. A gasoline storage tank was depicted off the northwest corner of this building. The 1965 map was similar to the 1947 map, except for the removal of the dwelling and store located in the northeast corner of the northern parcel. A store replaced the dwelling and two (2) additions had been added to the auto repair shop located in the northwest portion of the northern parcel. The front portion of the second house located on the northern parcel had been converted into a store,while the rear remained a dwelling. Aerial photographs from 1938, 1940, 1947, 1954, 1957, 1962, 1969, 1970, 1976, 1980, 1985, 1994, 2008, 2011, and 2015 were reviewed in order to determine if any prior uses occupied the subject property. The 1938 aerial depicted the existing two-story building on the subject property along with the two (2) dwellings on the southern parcel and the two (2) dwellings on the northern parcel. The 1940 & 1947 aerial was similar to the 1938 aerial; however, the building was added to the northwest portion of the northern parcel and a small building had been added to the northeast corner of the northern parcel. The 1954, 1957 & 1960 aerials depicted the property similar to 1947, except that the dwelling and small accessory building located in the northeast corner of the northern parcel had been removed and another building had been constructed in the area of the former dwelling. The 1962 aerial revealed that the building located in the northwest portion of the northern parcel had two (2) additions added. In 1970, the existing three (3) bay garage had been constructed and the remaining portion of the property remained the same. In 1976, the property remained the same as 1970. In 1980, the two (2) dwellings located on the southern parcel had been removed and the paved parking area had been expanded to cover the areas of the former dwellings. By 1985, the existing drive thru bank lanes and building had been constructed in the southwest portion of the property. In 1994, all of the buildings on the northern parcel had been removed and the property was converted into the existing paved parking area. The three (3) remaining aerials depicted the property as it presently exists. The surrounding area appeared to be lightly developed land from the time of the earliest aerial photograph. The USGS Shelter Island and Southold Quadrangle Maps dated 1904, 1947, 1956, and 2013 were reviewed. The scale was too small to determine if the subject property contained any improvements in the 1904 topographic map. The 1947, 1956, and 2013 topographic maps depicted the subject property as developed land containing two (2) buildings. The surrounding area appeared to consist of mostly developed land in all of the topographic maps. An extensive government records search identified the subject property as a Closed Leaking Underground Storage Tank (LUST) incident and Petroleum Bulk Storage (PBS) facility. Specifically, a 5,000, gallon underground fuel oil storage tank failed a tank tightness test. As a result of this failure, the tank was removed but, no soil contamination was encountered. The property is also listed a PBS since it has an existing 5,000 gallon double walled fiberglass underground fuel oil storage tank with a detection system. In addition,the records indicate that a 500 gallon gasoline storage tank was removed at the same time as the former fuel oil storage tank in September 2010. Several Federal, State and County documented regulated sites were noted in the vicinity of the subject property. Specifically, one (1) NYS Inactive Hazardous Waste Disposal Site is located within one (1.0)mile of the subject property. Additionally, one (1) active and eleven (11) closed spill incidents and no active and four(4) closed LUST incidents are located within one-half(0.5) 1 1* NELSON POPE 6 VOOFIHIS.LLC ETWFVX4\,WNTAL.PLANNING.CCNSLXTING Page 3 of 32 5.1375 Route 25,Southold Phase I ESA mile of the subject property. The subject property was listed as a Petroleum Bulk Storage facility, there are also thirteen (13) Petroleum Bulk Storage (PBS) facilities and five (5) RCRA Hazardous Waste Generators & Transporters located within one-quarter (0.25) mile of the subject property. A Tier 1 Vapor Encroachment Condition (VEC)Assessment was conducted as part of this Phase I ESA, due to the proximity of several spill incidents. The assessment was conducted in accordance to the methods and procedures, outlined within ASTM E2600-15, Standard Guide for Vapor Encroachment Screening on Property Involved in Real Estate Transactions. For this assessment, under conditions where the direction of groundwater flow can be ascertained, critical search distances are used to determine if a VEC exists. Specifically, the following distances are applied to the Tier I Assessment: Upgradient Sources 1,760 feet for Chemical of Concern(COC) 520 feet for petroleum hydrocarbons Cross-gradient Sources 365 feet for COC 165 feet for petroleum hydrocarbon LNAPL sources & 95 feet dissolved petroleum hydrocarbon sources with plume considerations Down-gradient Sources 100 feet for COC/petroleum hydrocarbon LNAPL sources 30 feet dissolved petroleum hydrocarbon sources A review of the regulatory agency database report provided for the subject property revealed that a petroleum spill occurred on the subject property in October of 2010 due to a test tightness test failure; however, when the tank was removed, no soil contamination was found. There are RCRA Generators located within the identified parameters; however, there was no indication of a release that would potential impact the subject property. Based on this finding a VEC can be ruled out as it does not exist or is not likely to exist. This assessment has identified the following with respect to recognized environmental conditions, controlled recognized environmental conditions, historic recognized environmental conditions and de minimus conditions in connection with the subject property, subject to the methodology and limitations of this report. Five (5) recognized environmental conditions were noted on the subject property based on the site reconnaissance, interviews and regulatory agency records review. 1. The Sanborn Maps indicated that two (2) gasoline storage tanks and several buildings were present on the subject property in the past. 2. The floor drains in the basement of the building appear to drain directly to the subsoils beneath the existing building. t NELSON POPE 6 VOORHIS LLC ENVIRONMENTAL. PLANNING.CONSULTING Page 4 of 32 54375 Route 25,Southold Phase I ESA 3. There are several open grate leaching pools in the paved parking area of the subject property. 4. A 55 gallon drum which has a "Non-Hazardous Waste" label affixed is located in the garage building. 5. If the existing building is to undergo a major renovation or demolish, an asbestos survey should be completed in accordance with the New York State Department of Labor Industrial Code 56 regulations. No controlled recognized environmental conditions were noted on the subject property based on the site reconnaissance, interviews and regulatory agency records review. No de minimus conditions were noted on the subject property based on the site reconnaissance, interviews and regulatory agency records review. No historic recognized environmental conditions were noted on the subject property based on the site reconnaissance, interviews and regulatory agency records review. This report was completed in accordance with the standards set forth in the ASTM E 1527-13 and the USEPA AAI. ASTM protocols identify asbestos containing material (ACM) as non- scope issues. In the interest of serving the client, observations concerning ACM are included herein. This visual assessment should not be considered an asbestos survey which would be required for building demolition and/or identification of all possible sources of ACM, regardless of health danger. Based on observations made during the site reconnaissance, the following is noted: 1. If the building is to undergo major renovation or demolition, an Asbestos Survey should be completed in accordance with the New York State Department of Labor Industrial ' Code 56. The observation noted above is not intended to eliminate any other possible sources which may or may not be present. NP&V has performed a Phase I Environmental Site Assessment in conformance with the scope and limitations of ASTM Practice E 1527-13 and USEPA AAI for 54375 Route 25 located in Southold,New York. Any exceptions to, or deletions from,this practice are described in Section 11.0 of this report. In conclusion, this assessment has revealed evidence of five (5) recognized environmental conditions in connection with the subject property, subject to the methodology and limitations of this report. NELSON POPE 6 VOORHIS LLC ENVFICNN1ENTAL. PLANNING.CONSULTING Page 5 of 32 54375 Route 25,Southold Phase I ESA 2.0 INTRODUCTION 2.1 PURPOSE This report is intended to meet the format and requirements of the ASTM Standard Practice for Environmental Site Assessments, as published in ASTM E 1527-13 and USEPA AAI standards. Banks, insurance companies and prospective property purchasers require an understanding of existing and past property conditions and uses in order to assess the potential liabilities associated with a site. This assessment has been completed by a qualified environmental professional as defined in ASTM Standards. The objectives of this Environmental Site Assessment are stated as follows: • Establish a basis of understanding of past and present use in order to determine potential environmental and/or public health risk. • Establish a basis of understanding of surrounding uses, and area environmental resources in order to determine if the property is affected by such uses or resources. • Identify,to the extent feasible,recognized environmental conditions(i.e., potential risk caused by the presence of Hazardous Substances or Petroleum Products) in connection with the site and adjoining properties. • Identify any known or potential items in noncompliance with applicable Local, State or Federal laws and regulations. • Specify how any items in noncompliance with applicable Local, State or Federal laws and regulations can be brought into compliance. • Confirm the absence of environmental problems or quantify potential environmental liabilities. In the event such findings cannot be made,recommend further environmental sampling. The final purpose of the report is to utilize the information gained to report 'Recognized Environmental Conditions", a very important term defined and utilized in the ASTM Standards. Recognized Environmental Conditions are defined as follows: The presence or likely presence of any hazardous substances or petroleum products in, on, or at a property: (1) due to any release to the environment; (2) under conditions indicative of a release to the environment; or (3) under conditions that pose a material threat of a future release to the environment. The term includes hazardous substances or petroleum products even under conditions in compliance with laws. The term is not intended to include de minimus conditions that generally do not present a threat to human health or the environment and that generally would not be the subject of an enforcement action if brought to the attention of appropriate governmental agencies. Conditions determined to be de minimus are not recognized environmental conditions. 2.2 DETAILED SCOPE OF SERVICES This ESA has been completed by Nelson, Pope & Voorhis, LLC, in accordance with ASTM standards. The following documentation is intended to provide the financing institution with the information related to the environmental and public health integrity of the subject property. 'A�Wil SLI ONWNTA.�HNING.CONSULTING Page 6 of 32 54375 Route 25,Southold Phase I ESA The report was completed utilizing a variety of techniques and sources of information. The following is a procedural account of the methodology for report preparation: 1) Field inspection of the site was conducted including indoor and outdoor facilities and interview of site personnel and property owners, to document facilities and operations, and to determine applicable Federal, State and Local laws and regulations. 2) Inspection of areas surrounding the site was conducted in order to document surrounding uses as related to the integrity of the subject site. 3) Federal government records were researched including the NPL site list,the CERCLIS site list, and RCRA Hazardous Waste TSD Facilities and Generator Lists,and ERNS lists to determine if the site or adjacent sites are included in listings. 4) State government records were researched including NYS Department of Environmental Conservation (NYSDEC) Inactive Hazardous Waste Disposal site lists, landfills and solid waste disposal facilities, registered underground storage tanks (USTs), wastewater disposal sites, air emission sources, and leaking USTs/materials spill lists,to determine if the site or adjacent sites are included in listings. 5) County government records were researched including tank and drum registration, violations/enforcement action files, and for sites in Suffolk County, the CLEARS remote sensing site inventory. 6) Local government records were researched including zoning, assessor's records, building permit and Certificate of Occupancy to determine site compliance and history. 7) Records involving Transfer of Property were reviewed as available to determine site ownership and history where possible. 8) Published literature concerning on-site soils, and groundwater resources were reviewed as related to environmental audits to establish environmental resource information. 9) Additional interviews of past owners and operators, surrounding property owners/users were conducted as necessary. 10) Conclusions regarding the site were formulated based upon the above tasks. 11) No sampling of suspected recognized environmental conditions was completed as part of this report. 12) Non-scope issues such as asbestos, radon, lead based paint, wetlands, lead in drinking water, cultural and historic resources, endangered species, indoor air quality, mold, etc. are addressed with certain limitations noted herein. If obvious signs of such issues were observed during the site reconnaissance, such observations are indicated in the report. However, this report should not be considered a full asbestos survey, lead based paint report, wetlands delineation survey, mold assessment, etc. The recommendations of this will indicate if a full survey or report should be undertaken to fully determine if such issues exist on the subject property. 2.3 LIMITATIONS AND EXCEPTIONS This report is dated and is only valid for activities which occurred prior to the date of facility inspection. Activities, liabilities and alterations to environmental conditions documented in this report that may have occurred subsequent to the date of inspection are not included in this analysis. AJ3FzV'jF NELSON POPE 6 VOORHIS LLC ENVIRONMENTAL.PLANNING.CONSULTING Page 7 of 32 54375 Route 25,Southold Phase I ESA There are several limitations of this study which should be understood. The study is intended to assess the potential for public health or environmental liabilities based upon examination of the subject property in accordance with the ASTM Standards. The ASTM Standards provide specific guidance with regard to radon, asbestos, lead in drinking water and lead based paint. Analysis of the CERCLA implications with regard to the innocent purchaser defense under Superfund, finds that naturally occurring radon is not subject to CERCLA liability and is appropriately considered as a non-scope issue. Accordingly, this survey will not address radon gas, and will not involve or recommend air monitoring for radon gas. As a point of information for users of this report, radon is a colorless, odorless, inert gas which has become a common air contaminant of concern in certain geographic areas. Radon is a n1tural isotope, which is present most commonly in association with crystalline bedrock and at times other geologic deposits. Natural isotope decay, can emit radiation which causes health concerns due to inhalation (Sax and Lewis, 1987). Radon levels generally increase in areas where bedrock is close to the land surface, and generally creates a health related problem only where underground basements are constructed which may allow radon gas to accumulate in a manner which would cause exposure. Geographically, radon may be of concern in some portions of western Long Island, New York City and nearby counties. Absent these conditions radon gas presents less of a concern. Similarly, the ASTM Standards do not recognize liability with regard to asbestos that is part of the building materials of a structure, in accordance with CERCLA innocent purchaser defense under Superfund. If asbestos containing material is disposed of on a site however, such practice would be subject to Superfund response actions and should be identified. In the interest of serving the client, and addressing the needs of lending institutions, this report will identify observed asbestos containing material (ACM) on the site which may cause a health danger or is considered friable, as a non-scope issue. This report is not a full asbestos survey as would be required for building demolition, or identification of all possible sources of ACM, regardless of health danger. Lead in drinking water and lead based paint are also issues which are considered to be non—scope under CERCLA innocent purchaser defense under Superfund. Lead based paint has been in use for many years, and it is likely that most older buildings will contain this paint. As a general rule,painted surfaces should be maintained and ingestion of paint products should be avoided. If disposal of these materials is involved, disclosure of this practice would be subject to the scope of this environmental audit. Lead in drinking water occurs generally as a result of past use of high lead content solder. Water left stagnant in pipes overnight or longer, may leach lead from these joints and affect drinking water quality. As a general rule, water should be run for several minutes in the morning where such plumbing is present. This report cannot identify all sources of PCB containing oils. Common sources of these materials include transformers and fluorescent lamp ballast. Electric service transformers may include ground level or pole mounted units. These transformers are owned and maintained by the Public Service Enterprise Group -Long Island(PSEG-LI), the entity responsible for their use and integrity. Transformers are inventoried and periodically inspected. PSEG-LI transformers were not manufactured to contain PCB contaminated oils. Aggressive and destructive testing which would be required for definitive identification of PCB's is beyond the scope of this study. t NELSON POPE 6 VOORHIS LLC N EVIRONMENTAL• PLANNING•CONSULTING Page 8 of 32 54375 Route 25,Southold Phase I ESA The study will however identify observed potential sources, fluid leaks, hazardous materials and/or petroleum substance disposal and other environmental or health hazards appropriate the scope of the survey. It must be noted that the accuracy of any Environmental Site Assessment is limited to the information available during the time of the site survey, and from the records, files and drawings provided by the owner and released by governmental agencies; and, the accuracy and completeness of the information provided during interviews. Appendix A of this report contains a Supplemental Statement of Conditions for Phase I Environmental Audits. This list was established by the Environmental Assessment Association (EAA) in order to standardize procedures and understanding with regard to the scope of environmental audits. Steven J. McGinn is a member of the EAA and is a Certified Environmental Inspector (CEI). Nelson, Pope & Voorhis, LLC (NP&V), may be contacted if there are any questions regarding this analysis or the methods involved. The resumes of key personnel involved in the preparation of this report are included in Appendix B. 2.4 SPECIAL TERMS AND CONDITIONS It is the responsibility of the user of this report (for example, the purchaser, potential tenant, owner lender or property manager) to provide certain segments of information utilized in the report. This would include reporting of any environmental liens (i.e. consideration against property for response action, cleanup or remediation of hazardous substances or petroleum product) encumbering the property or specialized knowledge or experience that would assist in identifying recognized environmental conditions. It must be recognized that the level of inquiry is variable for each Phase I Environmental Site Assessment, depending upon the availability of information and quality of information received. As per the ASTM Standards, it should also be noted that the "environmental professional is not required to verify independently the information provided but may rely on information provided unless he or she has actual knowledge that certain information is incorrect or unless it is obvious that certain information is incorrect based on other information obtained in the Phase I Environmental Site Assessment or otherwise actually known to the environmental professional". Personnel involved in report preparation will make judgments on the accuracy of information and conduct additional research as necessary in order to meet the requirement of identifying recognized environmental conditions on the site. ASTM Standards provide a number of standards sources of historic information, any one of which may be sufficient. Nelson, Pope & Voorhis, LLC will seek to research as many sources of historic information as may be available as a means cross confirmation. Based on ASTM Standards, the Phase I Environmental Site Assessment is not intended to include any sampling or testing of materials associated with the project site (i.e., soil, water, air or building materials). Accordingly, this report will conform with this intent and no testing will be conducted. 09W MNWUWIF NELSON POPE G VOORHIS.LLC ENVIRONMENTAL. PLANNING.CONSULTING Page 9 of 32 54375 Route 25,Southold Phase I ESA 2.5 USER RELIANCE Nelson, Pope & Voorhis, LLC (NP&V) understands that our client (and their successors or assigns) are relying upon the contents of this Phase I Environmental Site Assessment report for the above referenced property in making a loan secured by or affecting the property and/or acquiring the property as the case may be. The format of this Phase I Environmental Site Assessment was predicated upon general guideline requirements established by individual lending institutions, American Society for Testing and Materials Standards (1527-13) and United States Environmental Protection Agency (USEPA) All Appropriate Inquiries (AAI) standards, various professional organizations, and our professional judgment. The date of inspection, key personnel in the preparation of the report, and a list of persons interviewed is provided below in order to provide further insight into methodology: Project Commenced: March 28,2018 Inspection Date: April 10,2018 Report Date: April 25,2018 Inspector/Preparer: Charles J.Voorhis,CEP,AICP Steven J. McGinn,CEI Connor Wilkinson Persons Interviewed Michael Collins,Engineering Dept. - Town of Southold NELSON POPE 6 VOORHIS.LLC ENVIRONVENTAL. PLANNING.CONSULTING Page 10 of 32 1 54375 Route 25,Southold Phase I ESA 3.0 SITE DESCRIPTION& RECONAISSANCE 3.1 OBJECTIVES The objective of the site reconnaissance is to obtain information indicating the likelihood of identifying recognized environmental conditions in connection with the subject property. The site reconnaissance typically involves observing all areas of the subject property in order to determine if any potential recognized environmental conditions are present. 3.2 METHODOLOGY All areas of the interior and exterior of the buildings were observed. This was completed with the assistance of Michael Collins from the Town of Southold. The interiors of the buildings were accessed in order to observe if any heating systems which serviced the buildings were present, and all other areas of the building were observed in order to identify if any potential recognized environmental conditions were present in the buildings. The exteriors of the buildings were examined for any potential pipes or structures which may indicate a potential recognized environmental condition that may be present. The exteriors of the buildings and remaining area which comprises the subject property were walked in order to identify potential recognized environmental conditions associated with the specific use of the subject property and the uses surrounding the subject property. 3.3 LIMITATIONS There were no limitations encountered during the site reconnaissance of the subject property. All areas of the property were inspected without impediments. 3.4 LOCATION, SETTING AND LEGAL DESCRIPTION The subject property lies in the Town of Southold, County of Suffolk, New York. The subject property consists of a 1.56=1= acre parcel of developed land, located on the north side of Route 25 and on the west side of Youngs Avenue. The property is more particularly described as Suffolk County Tax Map #: 1000-061-02-12.2. The surrounding area is lightly developed with commercial and residential uses. Figure 1 provides a location map depicting the subject property and the surrounding area. All figures are located in a separate section immediately following the text of this report. 3.5 EXISTING AND PAST SITE USES The subject property consists of two (2) tax parcels, the first tax parcel is a developed parcel of land and the second parcel is vacant land that is utilized as a paved parking area. The southern tax parcel contains a two-story masonry and steel framed building, a small bank drive thru * NELSON POPE 6 VOORHIS LLC G. ENVIRONMENTAL. PLANNINCONSULTING Page 1 I of 32 54375 Route 25,Southold / Phase I ESA ' building and a three (3) bay garage. The northern tax parcel consists of paved parking area with no structures. A copy of a recent aerial illustrating the conditions on the subject property is provided as Figure 2. In terms of available records, historical use can be documented using a variety of standard records. The intent is to trace land use to a period prior to 1940. For the purpose of this Environmental Site Assessment, as many sources as are reasonably available have been consulted. The following are considered standard historical sources: Aerial Photographs Fire Insurance Maps(Sanborn Maps) Property Tax Files Recorded Land Title Records USGS 7.5 Minute Topographic Maps Local Street Directories(Cole Directories) ' Building Department Records Zoning/Land Use Records 3.5.1 Aerial Photography Aerial photographs from 1938, 1940, 1947, 1954, 1957, 1962, 1969, 1970, 1976, 1980, 1985, 1994, 2008, 2011 and 2015 were reviewed in order to determine if any prior uses occupied the subject property. The 1938 aerial depicted the existing two-story building on the subject property along with the two (2) dwellings on the southern parcel and the two (2) dwellings on the northern parcel. The 1940& 1947 aerial was similar to the 1938 aerial; however, the building was added to the northwest portion of the northern parcel and a small building had been added to the northeast corner of the northern parcel. The 1954, 1957 & 1960 aerials depicted the property similar to 1947, except that the dwell ' and small accessory building located in the northeast corner of the northern parcel had ' been removed and another building had been constructed in the area of the former dwelling. The 1962 aerial revealed the building located in the northwest portion of the northern parcel had two (2) additions added. In 1970, the existing three (3) bay garage had been constructed and remaining portion of the property remained same. In 1976, the property remained the same as 1970. In 1980, the two (2) dwellings located on the southern parcel had been removed the paved parking area had been expanded to cover the areas of the former dwellings. By 1985, the existing drive thru bank lanes and building had been constructed in the southwest portion of the property. In 1994, all of the buildings on the northern parcel had been removed and the property was converted into the existing paved parking area. The three (3) remaining aerials depicted the property as it presently exists. The surrounding area appeared to be lightly developed land from the time of the earliest aerial photograph. Refer to Appendix E for a copy of the aerial photographs. NELSON POPE 6 VOOR IS.LLC ENVIRC(I MENTAL. PLANNING.CONSULTING Page 12 of 32 ' 54375 Route 25,Southold Phase I ESA 3.5.2 Sanborn Maps Sanborn map coverage was available for the area of the subject property from 1920, 1929, 1947 and 1965. The 1920 map depicted the southern portion of the subject property was occupied by the Southold Hotel which was situated in the southeast corner of the property. A gasoline pump was located off the northwest corner of the hotel. A 550 gallon underground gasoline storage tank was identified off the east side of the hotel garage. A dwelling was located in the southwest corner of the property. The northern portion (existing paved parking area) of the subject property contained two (2) dwellings and an accessory building. The 1929 map revealed that the hotel had been demolished and the existing building had been constructed. This building was identified as being occupied by the Southold Savings Bank. In addition, the hotel garage had been removed along with the gasoline storage tank. The dwelling located in the southwest corner of the property and the two (2) dwellings located in the northeast corner remained. The accessory building located in the northeast corner of the northern parcel was converted into a store. The 1947 map was similar to 1929, except for the addition of an auto repair shop located in the northwest portion of the northern parcel. A gasoline storage tank was depicted off the northwest corner of this building. The 1965 map was similar to the 1947 map, except for the removal of the dwelling and store located in the northeast corner of the northern parcel. A store replaced the dwelling and two (2) additions had been added to the auto repair shop located in the northwest portion of the northern parcel. The front portion of the second house located on the northern parcel had been converted into a store,while the rear remained a dwelling. 3.5.3 USGS Quadrangle Maps The USGS Shelter Island and Southold Quadrangle Maps dated 1904, 1947, 1956, and 2013 were reviewed. The scale was too small to determine if the subject property contained any improvements in the 1904 topographic map. The 1947, 1956, and 2013 topographic maps depict the subject property as developed land containing structural developments. Refer to Appendix F for a copy of the topographic maps. 3.5.4 Other Sources I No other sources of information were obtained or known to be available with regard to historical uses of the subject property. 3.5.5 Data Gaps The aerial photographs received exceeded the five (5)year interval in several consecutive photographs in the series as noted above. The data gap has been evaluated and it is noted i that in the years following 1938 the subject property has always been developed land. I UAW 1* EN n ou WNTAPE L.OORKS `c FLAN iGcor,suLTt4G Page 13 of 32 54375 Route 25,Southold Phase I ESA 3.6 SITE AND VICINITY CHARACTERISTICS The subject property consists of two (2) tax parcels, the first tax parcel is a developed parcel of land and the second parcel is vacant land that is utilized as a paved parking area. The southern tax parcel contains a two-story masonry and steel framed building, a small bank drive thru building and a three (3) bay garage. The northern tax parcel consists of paved parking area with no structures. Appendix D contains site photographs which depict typical views of the subject property. An aerial photograph depicting the existing conditions of the subject property is ' provided as Figure 2. The area immediately surrounding the subject property contains commercial and residential uses that are described in more detail in Section 3.8. An aerial photograph depicting the surrounding property uses is provided as Figure 3. 3.7 DESCRIPTION OF SITE CONDITIONS The subject property consists of a roughly rectangular shaped municipal parcel of land that has flat topography. There was no evidence of any staining, discharge, areas of stressed vegetation, residue of oils or other toxic substances, pools of discharge, petroleum or chemical odors, or other such indicators noted during the site reconnaissance. ' Construction- The subject property contains a two-story masonry and steel framed building with a footprint of approximately 5,000 SF. The exterior of the building consists of brick siding and a rolled rubber roof. The interior of the building consists of carpeted and ' ceramic and vinyl tile floors and painted plaster and sheetrock walls and ceilings. There is an additional one-story masonry and steel framed building located in the ' southwest portion of the subject property. The exterior of this structure consists of brick siding and a rolled rubber roof. The interior consists of carpet and ceramic tile flooring ' and painted sheetrock walls. The three (3) bay garage building is a masonry and wood framed structure situated on a concrete slab foundation. The exterior of the building consists of brick and vinyl siding with an asphalt shingled roof. The interior of the building consists of bare concrete floors and bare wood studs and roof trusses. Roads or Parking Areas-The area surrounding the buildings consists of a paved parking area. Hazardous Substances or Pools of Liquids - No hazardous substances were identified on the subject property. Asbestos Containing Material (ACM) - Floor tiles and pipe wrap insulation which are suspected to consist asbestos containing material were observed in the basement of the two-story building. NELSON POPE 6 V OC P­1 IS LLC 1 E VIROrWENTAL. PLANNING.CONSULTING Page 14 of 32 1 54375 Route 25,Southold Phase I ESA Storage Tanks - There is an underground fuel oil storage tank under the paved parking area approximately 15 feet to the north of the two-story building. SCDHS records revealed that a 5,000 gallon underground fuel oil storage tank had been removed from the ground in October 2010 along with 500 gallon underground gasoline storage tank. The 500 gallon tank had been identified as a 2,000 gallon tank; however, during the removal process the correct capacity f the tank was determined. Drum Storage-There was no evidence of any drum storage present on the subject property. Polychlorinated Biphenyls (PCBs) -There was no evidence of an electrical transformer or electric utility boxes observed during the reconnaissance of the subject property. I Sanitary Disposal- Two(2) individual on-site sanitary systems are present and located under the I paved parking area to the west of the two-story building. One(1)system serves the main i building and the second system serves the single bathroom in the bank drive thru building. Water Supply-The surrounding area is serviced by the Suffolk County Water Authority(SCWA) which maintains a distribution system in the area of the subject property. Floor Drains - There are four (4) floor drains in the basement of this building which appear to drain directly to the subsoils of the subject property. Two (2) ejector pumps were also present on the basement. Stormwater - The paved parking area of the subject property contains several stormwater catch- basins and open-grate stormwater leaching pools Wells-No wells were observed during the reconnaissance of the subject property. 3.8 Adjacent Land Use Current land use at the subject property and surrounding area is described based on aerial photographs and visual observations. The area immediately surrounding the subject property is vacant land and residential uses. An aerial photograph depicting the surrounding property uses is provided as Figure 3. North: A single family house,Travelers Street a Long Island Rail Road station. South: Main Road(SR 25),beyond which is Auto Repair of Southold,Albertson Realty, Southold Emporium Variety Store, Rothman's Dept. Store and single family residential homes. East: Town Park, Southold IGA Supermarket and single family residential homes. West: HW Prince, Jeni's Main Street Grill, The Reichert Family Center and other commercial establishments. I Past uses in the vicinity of the subject property is described based on review of historic aerial photographs and the field reconnaissance. The area surrounding the subject property was primarily vacant land prior to the construction of the existing developments surrounding the subject property. NELSON POPE 6 VOORHIS LLC ENVIRONNENTAL.PLAT,"ING.CONSULTING Page 15 of 32 54375 Route 25,Southold Phase I ESA 3.9 NATURAL SETTING 3.9.1 Soils and Topography The surficial geology of a site can often provide insight into the past activities on a given parcel of land. The Soil Survey of Suffolk County, conducted by the U.S. Department of Agriculture in 1975 is a useful source of soils information, which identifies soil types resulting from natural deposition and modification, as well as man-induced alterations associated with land use. The subject property is comprised of soil type: RhB - Riverhead and Haven soils, graded, 0-8% slopes. The characteristics of this soil type are identified as follows (Warner et al., 1975): Riverhead and Haven soils, graded, 0-8% slopes (RhB) - These soils are generally on outwash plains and the areas are large and uniform. The hazard of erosion is slight and is only limited by moderate droughtiness. This soil is well suited to all crops and is extensively used for that Purpose. Most areas in the western portion of the County are used for housing developments and industrial parks. The nature of the surrounding area consists of vacant land and residential uses. The subject property contains flat topography. Neither soils nor topography appear to pose a constraint to the current use of the subject property. Bedrock in the vicinity of the subject property is approximately 900 feet below grade. The soil type overlying the subject property and surrounding area are illustrated in Figure 5. The topography of the subject property is provided in Figure 6. 3.9.2 Groundwater Resources Groundwater on Long Island is entirely derived from precipitation. Precipitation entering the soils in the form of recharge, passes through the unsaturated zone to a level below which all strata are saturated, referred to as the water table. The groundwater table is equal to sea level on the north and south shores of Long Island, and rises in elevation toward the center of the Island. The high point of the parabola is referred to as the groundwater divide. The changes in elevation of the water table create a hydraulic gradient which causes groundwater to flow, dependent upon potential. The subject property is located to the south of the regional groundwater divide indicating that in the horizontal plane, flow is generally toward the south. Groundwater will be discharged from the subsurface system into Town Creek and Jockey Creek. The major water bearing units beneath the subject property include: the Upper Glacial aquifer, the Magothy aquifer, and the Lloyd aquifer(Smolensky et al, 1989). W" NELSON POPE 6 VOORHIS LLC ErwFVX v1ENTAL. PLANNING.CONSULTING Page 16 of 32 54375 Route 25,Southold Phase I ESA The elevation of groundwater beneath the subject property is approximately six (6) feet above msl, depending on meteorological conditions associated with the water year. The topographic elevation of the subject property is approximately twenty-five (25) feet. Therefore,the depth to groundwater is approximately nineteen (19) feet. The water table elevations and generalized direction of flow are illustrated in Figure 7. The Suffolk County Comprehensive Water Resources Management Plan (SCCWRMP) provides information on water quality from 0 to 400 feet below the water table, based upon observation as well as public and private water supply and well monitoring. The general area in proximity to the subject property is depicted as having good water quality with respect to nitrate-nitrogen (0-6 mg/1) at between 0 and 100 feet. With regard to organic compounds, SCDHS water quality data presented in the Suffolk County Comprehensive Water Resources Management Plan indicates that Volatile Organic Compound levels at 0-100 feet below the water table are good (<60% of standard) and found not to exceed drinking water standards the majority of the time; however, there are several areas in proximity to the site that exceed drinking water standards for organic parameters. The Suffolk County Department of Health Services (SCDHS) conducted an eighteen (18) month long study of the impact pesticides have had on the groundwater. The study obtained water quality information from across the full geographic area of both counties in order to identify if any pesticides and metabolites had leached into the groundwater. The data from the wells in Nassau County and the five (5) western Towns of Suffolk show that only 1.5 and 2.0%, respectively, exceeded the pesticide related drinking water MCL and 15.4% of the wells in the five (5) eastern Suffolk Towns exceeded the MCL. Private wells in the five (5) eastern towns are at the highest risk of pesticides contamination. Based on the maps provided in the appendix of the SCDHS report the subject property is not located in the vicinity of any public water supply wells with pesticide detections. Susceptibility to pesticides is rated as low to medium throughout most of the County, except on the North Fork, where community supply wells are highly or very highly susceptible to pesticide contamination due to agricultural land uses. The nearest water supply well to the subject property is the Suffolk County Water Authority (SCWA) -North Road Greenport Well Field. This well field is located on the north side of Old North Road, southwest of Youngs Avenue, approximately 0.83 miles north northwest of the subject property. 3.9.3 Wetlands The subject property was inspected to identify the possible presence of any wetland vegetation and/or water surfaces that would sustain wetland vegetation. The site reconnaissance revealed that there are no wetland species located on the subject property. A review of NYSDEC Freshwater Wetland Maps verified that the subject property is not located in a wetland area. A review of the National Wetland Inventory Maps revealed 1 NELSON POPE 6 VOOPHIS.LLC E,WIFONMENrA.L.PLANNING•CoN6LLTr4G Page 17 of 32 5.1375 Route 25,Southold Phase I ESA that the subject property is not located within a wetland area. The NYSDEC Freshwater Wetland Map and the National Wetlands Inventory Map are provided as Figures 9 & 10, respectively in the rear of this document. This report is not a substitute for inspection of the site by a qualified biologist. 3.9.4 Coastal Barrier Improvements/Flood Plains The subject property is located in the vicinity of a coastal area; however, no coastal barrier improvements exist or are required. The subject property is located in Flood Zone X. The portion of the Flood Insurance Rate Map that covers the subject property is provided in Figure 11. 3.9.5 Critical Habitat/Endangered Species The NYSDEC Environmental Resource Mapper identified the subject property as not being located within the vicinity of any rare plants or animals. No rare species were observed during the reconnaissance of the subject property. This report is not a substitute for an endangered species survey. womokmly PJELSCN vE TA �PLANNING�CC"FA-Tff G Page 18 of 32 I 54375 Route 25,Southold 1 Phase I ESA 4.0 USER PROVIDED INFORMATION AND INTERVIEWS The purpose of this section as defined in Section 6 of the ASTM E1527-13 is to describe tasks to be performed by the user (the individual or entity for which this document has been prepared) that will help identify the possibility of recognized environmental conditions in connection with the subject property. This information does not require the technical expertise of an environmental professional and is generally not performed by environmental professionals who prepare Phase I Environmental Site Assessments. The information provided in this section is the sole responsibility of the user and has been included in this report if provided by the user. 4.1 Title Records No Title Insurance Report was provided for review as part of this Phase I ESA. 4.2 Environmental Liens or Activity and Use Limitations No environmental liens appear to have been imposed on the subject property. No other activity or use limitations have been imposed on the subject property to best of our knowledge. 4.3 Specialized Knowledge Obtained from Interviews No specialized knowledge regarding the environmental quality of the subject property was obtained. 4.4 Commonly Known or Reasonably Ascertainable Information No additional information, other than that previously noted was available or provided regarding the subject property. 4.5 Property Valuation Reduction for Environmental Issues Based on the inspection of the property and review of available documentation, no reduction in the price of the land appears to be warranted due to the presence of past or existing hazardous or toxic materials, provided the recommendations in Section 6.0 are addressed. 4.6 Owner,Property Manager and Occupant Information The Suffolk County Tax Assessor records indicated that the property is presently owned by Alfred E. Bouffard. 4.7 Reason for Performing Phase I ESA This Phase I ESA has been completed as part of the due diligence for purchasing the subject property. A�,W, NELSON POPE 6 VOORNIS LLC ENVIPONVENTAL. PLANNING.CONSULTING Page 19 of 32 54375 Route 25,Southold Phase I ESA 5_0 ENVIRONMENTAL RECORDS AND AGENCY DATA REVIEW With the understanding of the facilities at the subject property, it is important to establish the environmental and regulatory conditions of the subject property and surrounding area, as related to public health and environmental issues. This section of the report includes a review of agency records, soils and groundwater resources and historical data review. The site inspection and the environmental and regulatory conditions form the basis for conclusions regarding the risks and liabilities associated with this property. 5.1 STANDARD ENVIRONMENTAL RECORD SOURCES A search of Federal, State and Local databases was performed in order to provide a profile of the site and surrounding area with regard to published government agency records. The procedures employed adhere as closely as possible to ASTM standards. Contact was made with the United States Environmental Protection Agency (USEPA), the New York State Department of Environmental Conservation (NYSDEC), the Suffolk County Department of Health Services (SCDHS), and local government regarding environmental and/or public health concerns associated with the subject property. 5.1.1 United States Environmental Protection Agency The United States Environmental Protection Agency was contacted in order to obtain information regarding the National Priorities List (NPL), and sites documented on the Comprehensive Environmental Response Compensation and Liability Information System (CERCLIS). The NPL defines all known hazardous material waste sites, which are described by the Federal Government as needing immediate cleanup action. All hazardous material waste sites considered for addition to the NPL are listed in the CERCLIS list. Review of the NPL Site List (search distance 1.0 mile), and the CERCLIS) lists (search distance 0.5 miles) finds the following with respect to the subject property and surrounding area: 1. The subject property did not appear on the NPL, Delisted NPL or CERCLIS lists. 2. There were no sites appearing on the NPL list located within one(1.0)mile of the subject property. 3. There were no sites appearing on the Delisted NPL list located within one half(0.5)mile of the subject property. 4. There were no sites appearing on the CERCLIS list located within one-half(0.5)mile of the subject property. 5. There were no sites appearing on the CERCLIS NFRAP list located within one-half(0.5) mile of the subject property. i NELSON POPE 6 VOORHIS.LLC NV EIFiONNENTAL-PLAN"NG.=4SLLTING Page 20 of 32 54375 Route 25,Southold Phase 1 ESA The USEPA was also contacted in order to obtain information concerning RCRA TSD facilities (treatment, storage, and disposal of hazardous wastes, as defined and regulated by the Resource Conservation and Recovery Act, RCRA), and RCRA Generators (of hazardous wastes as defined and regulated by RCRA). RCRA TSD facilities are sites that treat, store or dispose of wastes that can be toxic, flammable, corrosive, explosive or otherwise hazardous; and, RCRA Generators are sites that generate or transport wastes of the above noted characteristics. The search also included review of the Emergency Response Notifications System (ERNS) list, which is a list of reported releases or spills in quantities greater than reportable quantities, Federal Permit Compliance System Toxic Wastewater Discharges (PCSTWD) which permits toxic wastewater discharges and Federal Civil Enforcement Docket (CED) which lists judiciary cases filed on behalf of the EPA by the Department of Justice. Review of the RCRA TSD Facilities List (search distance 1.0 mile), the PCSTWD and CED facilities (search distance 0.25 mile), the RCRA Generator List (search distance, subject property and adjoining properties), and the ERNS List (search distance, subject property only) finds the following with respect to the subject property and surrounding area: 1. The subject property did not appear on the RCRA TSD Facilities List,or the ERNS List. 2. The subject property was not listed as a RCRA Generator. 3. The subject property was not listed as a Civil Enforcement Docket Facility. 4. The subject property was not listed for a Permit Compliance System Toxic Wastewater Discharge. 5. The subject property was not identified on the ERNS list. 6. There were no sites listed as a RCRA TSD facility identified within one(1.0)mile of the subject property. 7. There were five(5)RCRA Generators listed within one-quarter(0.25)mile of the subject property. a. Mobil Oil Corp. Service Station #LL6 (Facility ID# NYD986958726) located 178 feet to the east southeast at 226 Main Street is historically listed as a small quantity generator of solid waste that exhibits the characteristic of reactivity (1,045 gallons in 1993) and spent non-halogenated solvents (900 pounds in 1993). b. Rory Macnish(Facility ID#NYR000010447)located 608 feet to the southwest at 53795 Route 25 is historically listed as a small quantity generator of silver(110 gallons in 1995). C. Rory Macnish (Facility ID# NYD986982809) located 608 feet to the southwest at 53795 Route 25 is historically listed as an unspecified type generator of silver (330 gallons in 1994). d. Agway Inc. (Facility ID# NY0000465344) located 756 feet to the northwest at 1705 Youngs Avenue is historically listed as a conditionally exempt small quantity generator of waste. This site was reported by the United States Environmental Protection Agency, but no hazardous waste activity has been reported by New York State. e. White Barn Detailing (Facility ID# NYR000029934) located 1,034 feet to the north northeast at 700 Hummel Avenue is historically listed as a conditionally KPWI NELSON POPE 6 VOCRHIS LLC ENVIROMv1ENTAL 6 PLANNING.CONSULTING Page 21 of 32 54375 Route 25,Southold Phase I ESA exempt small quantity generator of waste. This site was reported by the United States Environmental Protection Agency, but no hazardous waste activity has been reported by New York State. 8. There were no CED facilities within one-quarter(0.25)mile of the subject property. 9. There were no PCSTWD facilities located within one-quarter (0.25) mile of the subject property. The RCRA Generator program is intended to track the origin and destination of hazardous waste, and there is no indication that listing on this inventory constitutes an environmental threat. In addition, the Federal Facilities Index that includes resources conservation and Recovery Corrective Action Sites (CORRACTS) were reviewed. No sites were identified in the vicinity of the subject property. 5.1.2 New York State Department of Environmental Conservation (NYSDEC) The NYSDEC is charged with the responsibility of registering inactive hazardous waste disposal sites, and administering the investigation and cleanup of such sites. The NYSDEC inventory is contained in the publication, Inactive Hazardous Waste Disposal Sites in New York State. The inventory provides the location, extent of contamination and remediation status of each listed site in New York State. Accordingly, the registry of the NYSDEC was consulted for information on Inactive Hazardous Waste Disposal Sites (IHWDS). The NYSDEC provides information regarding Hazardous Substance Waste Disposal Sites (HSWDS) that are sites contaminated with toxic substances but are not eligible for state cleanup funding programs. The NYSDEC provides information regarding Brownfield cleanup site - these are sites that are abandoned, idled or under- used industrial and/or commercial sites where expansion or redevelopment is complicated by real or perceived environmental contamination. Similarly, the NYSDEC is responsible for permitting Solid Waste Facilities (SWF) - these are facilities including landfills, incinerators, transfer stations and other solid waste management sites. The NYSDEC also registers Petroleum Bulk Storage (PBS)where the total storage capacity at the facility exceeds 1,100 gallons, Chemical Bulk Storage (CBS), Major Oil Storage Facilities (MOSF) and Toxic Release Inventory Sites (TRI). Finally, the NYSDEC regulates and monitors Air Discharges and NYS Toxic Spills which include Leaking Underground Storage Tanks(LUSTS). Review of the IHWDS, Brownfield Sites and HSWDS Lists (search distance 1.0 mile), SWF, CBS and MOSF lists, and LUST Lists (search distance 0.5 miles), TRI and Air Discharge sites (search distance 0.25 miles) and the PBS List (search distance, subject property and adjoining properties) finds the following with respect to the subject property and surrounding area: 1. The subject property was not listed as an IHWDS Brownfields or HSWDS site. 2. The subject property was not listed on the SWF,CBS or MOSF Lists. 3. The subject property was listed as a PBS facility. a. Capital One Bank (Facility ID# NYSF18865) currently utilizes one (1) outdoor, underground 5,000 gallon #2 fuel oil storage tank, and formerly utilized one (1) MW A" PJELSCN POPE r. WALL.PLANNiiNG.COMSi r� Page 22 of 32 54375 Route 25,Southold Phase I ESA outdoor, underground 5,000 gallon #2 fuel oil tank which was removed in 2012 and one (1) outdoor, underground 550 gallon gasoline tank which was also removed in 2012. 4. The subject property was listed on the NYS Toxic Spill site list. Additional information regarding this spill is provided in Appendix C beginning on page 16. 5. The subject property was not listed as a TRI Site. 6. The subject property was not listed on the NYS Air Discharge list. 7. The subject property was not listed as having a LUST incident. 8. There was one(1)IHWDS listing located within one(1.0)mile of the subject property. a. Southold(Acetylene Gas Production)(Facility ID# 152218) located 1,428 feet to the east at 370 Hobart Road was an acetylene gas manufacturing facility, which was operated by the Southold Lighting Company (SLC) from 1906 to 1921. Historic records indicate that the acetylene plant had ceased operations by the end of 1922. Additional information about this facility is provided in Appendix C beginning on page 2. 9. There were no HSWDS facilities located within one(1.0)mile of the subject property. 10. There were no Brownfields Sites located within one(1.0)mile of the subject property. 11. There were no SWF listings identified within one-half(0.5)mile of the subject property. 12. There were six (6) PBS facilities within 800 feet of the subject property. Information regarding the additional six (6) PBS facilities located within one-quarter (0.25) mile is provided in Appendix C beginning on page 39. a. Southold Automotive Corp. (Facility ID# NYSF13479) located 204 feet to the southeast at 54360 Route 25 currently utilizes one (1) outdoor, underground 1,000 gallon #2 fuel oil storage tank, and one (1) outdoor, underground 1,000 gallon waste oil storage tank. This site formerly utilized one (1) outdoor, underground 6,000 gallon gasoline storage tank which was removed in 1981, one (1)outdoor, underground 550 gallon#2 fuel oil storage tank which was removed in 1990, one (1) outdoor, underground 550 gallon kerosene storage tank which was removed in 1990, one (1) outdoor, underground 1,000 gallon gasoline storage tank which was removed in 1981, one (1) outdoor, underground 5,000 gallon gasoline storage tank which was removed in 1981, one (1) outdoor, underground 6,000 gallon gasoline storage tank which was removed in 1981, one (1) outdoor, underground 1,500 gallon gasoline storage tank which was removed in 1981, one (1) outdoor, underground 2,000 gallon gasoline storage tank which was removed in 2007, two (2) outdoor, underground 6,000 gallon gasoline storage tanks which were removed in 2007, one (1) outdoor, underground 6,000 gallon gasoline storage tank which was removed in 2007, and one (1) outdoor, underground 550 gallon waste oil storage tank which was removed in 1990. b. Southold Automotic Inc. (Facility ID# NYSF 13667) located 204 feet to the southeast at 54360 Route 25 was reported in previously released Suffolk County Department of Health data, but no current tank information is available for this site. C. Commercial Building (Facility ID# NYSF13549) located 572 feet to the north northeast at Railroad Avenue currently utilizes one (1) outdoor, underground 2,500 gallon#2 fuel oil storage tank. d. Burt's Reliable Fuel Corp. (Facility ID# NYSF13465) located 598 feet to the north northwest at 1515 Youngs Avenue formerly utilized one (1) outdoor, underground 10,000 gallon gasoline storage tank which was removed in 1990, one (1) outdoor, above ground 15,000 gallon #2 fuel oil storage tank which was removed in 1991,one(1)outdoor,above ground 20,000 gallon#2 fuel oil storage kN�u: fW c ENvFrTPL SG con4SLJL7r4G Page 23 of 32 54375 Route 25,Southold Phase I ESA tank which was removed in 1991, one (1) indoor, above ground 660 gallon drum storage area which was removed in 1992, one (1) outdoor, underground 10,000 gallon #2 fuel oil storage tank which was removed in 1990, one (1) outdoor, underground 10,000 gallon gasoline storage tank which was removed in 1990, one (1) outdoor, underground 7,500 gasoline storage tank which was removed in 1990, one (1) outdoor, underground 10,000 gallon kerosene storage tank which was removed in 1990, one (1) outdoor, underground 5550 gallon waste oil storage tank which was removed in 1990, one (1) outdoor, underground 1,000 gallon gasoline storage tank which was removed in 1990, one (1) outdoor, underground 550 gallon diesel storage tank which was removed in 1991, and one (1) outdoor, above ground 15,000 gallon #2 fuel oil storage tank which was removed in 1991. e. Southold Free Library (Facility ID# NYSF13582) located 673 feet to the west southwest at Route 25 currently utilizes one (1) outdoor, underground 1,000 gallon#2 fuel oil storage tank. f. Agway Southold Site (Facility ID# NYSF13413) located 763 feet to the northwest at Youngs Avenue formerly utilized two (2) outdoor, underground 10,000 gallon gasoline storage tanks which were removed in 1994, one (1) outdoor, underground 1,000 gallon kerosene storage tank which was removed in 1992, and one (1) outdoor, underground 1,000 gallon #2 fuel oil storage tank which was removed in 1992. 13. There were no State Registered MOSF facilities within one-half(0.5) mile of the subject property. 14. There were no TRI sites within one-half(0.5)mile of the subject property. 15. There were no Air Dischargers located within one-quarter (0.25) mile of the subject property. 16. There were no active and four (4) closed LUST incidents identified within one half(0.5) mile of the subject property. Additional information regarding these closed LUST incidents is provided in Appendix C beginning on page 15. The NYSDEC also responds to incidents involving hazardous waste spills. The Department maintains a logbook and files on all reported and actual incidents at the NYSDEC offices at Stony Brook. This file was reviewed in conjunction with the western parcel of the subject property. A review of the file revealed that one(1)active and eleven (11) closed spill incidents were identified within one-half (0.5) mile of the subject property. The active spill incident is located cross and down gradient and the closed spill incidents have been investigated and addressed to the satisfaction of the NYSDEC. Therefore, none of the spill incidents are expected to adversely affect the subject property. Information regarding all of the reported incidents is contained in Appendix C. 5.1.3 Suffolk County Department of Health Services (SCDHS) The SCDHS performs many important functions in environmental resource protection. These include inspection of facilities that use or store significant quantities of toxic or hazardous material or generate waste. SCDHS records were not received prior to the completion of this report. If any pertinent information is obtained, an addendum with be provided which incorporates the findings of the FOIL materials. I M�Wtw Re NELSON POPE 6 V00=1HIS.LLC ENVPIONfvENTAL.PLANNING.CONSLLTNG Page 24 of 32 54375 Route 25,Southold Phase I ESA Also of interest with regard to Health Department functions is a study completed in conjunction with Cornell University, referred to as the CLEARS study (Cornell Laboratory for Environmental Applications of Remote Sensing). This research involves stereoscopic analysis and interpretation of historic aerial photographs for the purpose of identifying past and present hazardous waste disposal sites, solid waste disposal sites, disturbed areas, chemical storage, and other potential sources of contamination. The study has been ongoing since approximately 1986. The CLEARS study was consulted with regard to the area surrounding the subject property. No CLEARS study sites were identified in the vicinity of the subject property. The CLEARS Study assists with an historical perspective of the site and surrounding area. Little interpretation can be made with regard to the findings of the CLEARS study. There is no confirmation of activities which may have caused environmental degradation with regard to any of the sites. The SCDHS contracted the CLEARS study and will continue to interpret the results and take remedial action as necessary. The subject property was not identified as CLEARS study sites. 5.1.4 Local Agencies Freedom of Information requests were submitted to the Town of Southold. The records for the numerous buildings located on the subject property are provided in Appendix G of this document. The Town Zoning Map indicated that the subject property is located in the HB - Hamlet Business district. The zoning of the subject property and surrounding area is provided in Figure 4. The Town Tax Assessors records identified the subject property as being owned by Alfred E. Bouffard. Refer to Appendix G for information all of the data received from FOIL requests. 114W WomniWo NELSON POPE 6 VOORHIS LLC EIWnO6f,WNTAL. PLANNING.CONSULTING Page 25 of 32 54375 Route 2.5,Southold Phase 1 ESA 6_0 FINDINGS NP&V has performed a Phase I Environmental Site Assessment for 54375 Route 25, located on the northwest corner of Main Road (SR 25) and Youngs Avenue. The subject extends north to the intersection of Youngs Avenue and Travelers Street. This environmental inspection report, has been conducted in order to provide the prospective purchaser and/or lending institutions with accurate and complete information regarding the subject property, surrounding area, historic uses, agency records and regulations, and additional environmental considerations. Based upon this report, the limitations of this report and the methodology employed, the following statement is provided: NP&V has performed a Phase I Environmental Site Assessment in conformance with the scope and limitations of ASTM Practice E 1527-13 and USEPA AAI for 54375 Route 25. Any exceptions to,or deletions from,this practice are described in Section 9.0 of this report. This assessment has identified the following with respect to recognized environmental conditions, controlled recognized environmental conditions, historical recognized environmental conditions and de minimus conditions in connection with the subject property, subject to the methodology and limitations of this report. Five (5) recognized environmental conditions were noted on the subject property based on the site reconnaissance, interviews and regulatory agency records review. 1. The Sanborn Maps indicated that two (2) gasoline storage tanks and several buildings were present on the subject property in the past. 2. The floor drains in the basement of the building appear to drain directly to the subsoils beneath the existing building. 3. There are several open grate leaching pools in the paved parking area of the subject property. 4. A 55 gallon drum which has a "Non-Hazardous Waste" label affixed is located in the garage building. 5. If the existing building is to undergo a major renovation or demolish, an asbestos survey should be completed in accordance with the New York State Department of Labor Industrial Code 56 regulations. No controlled recognized environmental conditions were noted on the subject property based on the site reconnaissance, interviews and regulatory agency records review. No de minimus conditions were noted on the subject property based on the site reconnaissance, interviews and regulatory agency records review. No historic recognized environmental conditions were noted on the subject property based on the site reconnaissance, interviews and regulatory agency records review. I 1 MbV6W Uff NELSON POPE&ENVIRCMVENTAL.PLA NTNG.CONSu_TING Page 26 of 32 54375 Route 25,Southold Phase I ESA 7_0 OPINIONS It is the opinion of the environmental professional who completed this report that this assessment has revealed five (5) recognized environmental conditions in connection with the subject property. 1. A Ground Penetrating Radar (GPR) survey should be completed in the areas of the former gasoline storage tanks and buildings identified on the Sanborn Maps. This GPR survey will determine if the tanks or any subsurface structures associated with the former buildings are present on the subject property. 2. The discharge point of the floor drains located in the basement of the two-story building should be identified and sampled in order to determine if any elevated concentrations are present which would require remedial activities. 3. The open-grate leaching pools should be sampled in order to determine if any elevated concentrations are present. 4. The 55 gallon drum located in the garage building should be removed and property disposed of under proper waste disposal manifests. 5. If the existing buildings are to undergo major renovation or demolition, an asbestos survey should be completed in accordance with the New York State Department of Labor Industrial Code 56 regulations. 8_0 CONCLUSIONS This assessment was performed at the Client's request using the methods and procedures consistent with good commercial or customary practice designed to conform with acceptable industry standards. This report is expressly and exclusively for the sole use and benefit of the Client identified on the first page of this report and is not for the use or benefit of, nor may it be relied upon by, any other person or entity without the advance written consent of NP&V. The independent conclusions represent NP&V's best professional judgment based on information and data available to the consultant during the course of this assignment. NP&V's evaluations, analyses and opinions are not representations regarding either the design integrity, structural soundness or actual value of the property. Factual information including operations, site conditions and available test data provided by the Client or their representative have been assumed to be correct and complete. The conclusions presented are based on the data provided, observations and conditions that existed on the date of the assessment. I�Vtw �� NELSON POPE 6 VOORHIS LLC ENVIRONMENTAL. PLANNING.CONSL-TING Page 27 of 32 54375 Route 25,Southold Phase I ESA 9_0 DEVIATIONS & ADDITIONAL SERVICES 9.1 Deviations This report was completed in accordance with the standards set forth in the ASTM E 1527-13 and the USEPA AAI. No deviations from these standards were undertaken during the completion of this report. 9.2 Additional Services A Tier I Vapor Encroachment Condition (VEC)Assessment was conducted as part of this Phase I ESA. The assessment was conducted in accordance to the methods and procedures, outlined within ASTM E2600-15, Standard Guide for Vapor Encroachment Screening on Property Involved in Real Estate Transactions. For this assessment, under conditions where the direction of groundwater flow can be ascertained, critical search distances are used to determine if a VEC exists. Specifically, the following distances are applied to the Tier I Assessment: Uaeradient Sources 1,760 feet for Chemical of Concern(COC) 520 feet for petroleum hydrocarbons Cross-Gradient Sources 365 feet for COC 165 feet for petroleum hydrocarbon LNAPL sources & 95 feet dissolved petroleum hydrocarbon sources with plume considerations Down-gradient Sources 100 feet for COC/petroleum hydrocarbon LNAPL sources 30 feet dissolved petroleum hydrocarbon sources A review of the regulatory agency database report provided for the subject property revealed that a petroleum spill occurred on the subject property in October of 2010 due to a test tightness test failure; however, when the tank was removed, no soil contamination was found. There are RCRA Generators located within the identified parameters; however, there was no indication of a release that would potential impact the subject property. Based on this finding a VEC can be ruled out as it does not exist or is not likely to exist. No additional services were included in this report. M�Wtw W* NELSON NVFkC r4VENTAI-.�~NsPLANNING�conrsuLTING Page 28 of 32 54375 Route 25,Southold Phase I ESA 10.0 SIGNATURE OF ENVIRONMENTAL PROFESSIONAL We declare that, to the best of our professional knowledge and belief, we meet tlhe definition of Environmental Professional as defined in§312.10 of 40 CFR 312, and We have the specific qualifications based on education, training, and experience to assess a property of the nature, history, and setting of the subject property. We have developed and pe►formed the "All Appropriate Inquiries" in conformance with the standards and practices set forth in 40 CFR Part 312. « AZ 402 • .��r •fC�'V Date Charles J. I oo YA*9, EP,AICP Manager Partner Date St en . McGinn artner/Division Manager ftP% NELSON POPE 6 VOOPr!S,LLG ENVIRONMENTAL•PLANNING.OONSLILTING Page 29 of 32 54375 Route 25,Southold Phase I ESA 11.0 REFERENCES American Society for Testing and Materials (ASTM), 2013, Standard Practice for Environmental Site Assessments, as published in ASTM E 1527-13, Washington,D.C. United States Environmental Protection Agency (USEPA), 2013, Federal Register Volume 70, No 210, 40 CFR Part 312 Standards and Practices for All Appropriate Inquiries: Final Rule, Washington D.C. American Society for Testing and Materials (ASTM), 2015, Standard Practice for Vapor Encroachment Screeningoperty Involved in Real Estate Transactions, as published in ASTM E 2600-15, Washington,D.C. Cohen, Philip, and O.L. Franke, B.L. Foxworthy, 1968, An Atlas of Long Island's Water Resources, U.S. Geological Survey in cooperation with the New York State Water Resources Commission, New York Water Resources Commission Bulletin 62, Albany, New York. Deer, W.A., Howie R. A., and J. Zussman, 1975, An Introduction to the Rock-Forming Minerals, Longman Group LTD., London. Doriski, Thomas P., 1987, Potentiometric—Surface of the Water Table, Magothy, and Lloyd Aquifers on Long Island, New York, in 1984, USGS Water Investigations Report 86- 4189, Syosset,New York. Freeze, Allan R.; Cherry, John A., 1979, Groundwater, Englewood Cliffs, New Jersey: Prentice- Hall, Inc. Gross, Frank D., 1989, Environmental Evaluations for Real Estate Transactions A Technical and Business Guide, Diagnostic Engineering Inc., Government Institutes Inc., Rockville, Maryland. Hurlbut, Cornelius J., 1971, Dana's Manual of Mineralogy, John Wiley& Sons, Inc. Koppelman, Lee, 1978, 208 Areawide Waste Treatment Management, Hauppauge, New York: Nassau—Suffolk Regional Planning Board. Koppelman, Lee, 1982, Long Island Segment of the Nationwide Urban Runoff Program, Hauppauge,New York: Long Island Regional Planning Board. Long Island Regional Planning Board., 1983, Non Point Source Management Handbook, Hauppauge,New York: LIRPB. New York State, 1984, Environmental Conservation Law, Book 17 1/2, ECL, 16-0101 to 33-end, McKinney's Consolidated Laws of New York Annotated, West Publishing Co., St. Paul, Minnesota. 1 90 NEL TAL.�At44NG:CONSLLTFn Page 30 of 32 54375 Route 25,Southold Phase I ESA New York State, 1987, Part 56 of Title 12 of the Official Compilation of Codes, Rules and Regulations of the State of New York, Article 30 of the New York State Labor Law. Department of Labor,Albany. New York State Department of Environmental Conservation, Water Quality Regulations - Surface Water and Groundwater Classifications and Standards, New York State Codes, Rules and Regulations, Title 6, Chapter X, Parts 700-705. New York State Department of Transportation (NYSDOT), 1981, Topographic Map, 2,000 scale DOT reproduction of USGS Quadrangle. Safe Buildings Alliance, 1987, What You Should Know About Asbestos in Buildings, Safe Buildings Alliance, Washington, D.C. Sax, N. Irving, and Richard J. Lewis, Sr., 1987, Hazardous Chemicals Desk Reference, Van Nostrand Reinhold,New York,New York. Skoog, Robert F., and Robert Twombly, 1985, The Asbestos Abatement Workers Handbook, SourceFinders Information Corporation, Mount Laurel,New Jersey. Smolensky, D.A. and H.T. Buxton, P.K. Shernoff, 1989, Hydrologic Framework of Lon Island, New York, Hydrologic Investigations Atlas, Atlas HA-709, Department of the Interior U.S. Geological Survey, Published by the Geological Survey, Washington, D.C. Warner et al., 1975, Soil Survey of Suffolk County, Now York, Washington, D.C.: U.S. Department of Agriculture, Soil Conservation Service, in cooperation with Cornell Agriculture Experiment Station, U.S. Government Printing Office. k 0MtW Uff NELSON POPE 6 VOORHIS LLC ENVIRONMENTAL•PLANNING•CONSULTING Page 31 of 32 54375 Route 25,Southold Phase I ESA i FIGURES NELSON POPE& a1 fWIROMv1ENTAL.ANNING.CONStA TING Page 32 of 32 YLs Sources:Esri,HERE,Garmin,USGS, Intermap, INCREMENT R NRCan, Esri Japan,METI,Esri China(Hong Kong),Esri Korea,Esri(Thailand), NGCC,©OpenStreetMap contributors,and the GIS User Community FIGURE 1 w LOCATION 54375 Route 25 At", I' Southold N n*L� F a wxa- 1b LL�; Source: ESRI Web Mapping Service EN,-.�.N,EM�a•R&1-11t�x;•CCYN,•_._k r 110- Phase I ESA Scale: 1inch = 100 feet +1 • 6. ' r ` AERIALlb FIGURE 2 • • • • 16"rolurd one 0 i s �- spa G° + %`ef t >a� Sia 0� ,, Comrriercial AV Res dentia) n commercial ' Park ; %ter ti �► �• � � etG*a y " Residential k 'I 10 Ag co k .' y Residential tow 4. OHM • • •• • • I 11 -- HamletCenter t 5 Zoning ZONING AC t ' AHD - B � HB 1 HD — LB 1 - LI 1 - LIO 1 - MI ' Mil R-40 ' R-80 _ RO � RR `ilk1 j 5 . �, 1 k I FIGURE 4 1 ZONING MAP 54375 Route 25 ' r Source: Town of Southold, Southold Hamlet Southold N 1 t` {6"` LLU i iv Zoning, 2016 Phase I ESA c�::•ROVENTRl. PL/,'N\N[�.CONS.JI - Scale: 1 inch = 500 feet ' 1 a • HaA � J• FF RdA Lt F7?vni i.i W S� 7J t�O t L 0 R h B �,,�VA 6 �4 HaA 4. 9 ' n _ I L 7 O a v 5 cc a n HaA e v � tower s HaA Sources:Esd,HERE�Garmin,USGS, Intermap, INCREMENT P,NRCan, Esri Japan,METIFEsm China(Hong Kong),Esn Korea,Esri(Thailand), NGCC,©OpenStreetMap contributors,and the GIS User Community � FIGURE 5 �► SOIL MAP 54375 Route 25 Southold rN& Source: ESRI Web Mapping Service, NRCS : NTw.AWG:=«J--&T Phase I ESA Soils Suffolk County, NY Scale: 1 inch = 200 feet • �,• �s• �+ qP 4b` • � * s `•,.� • So UNC32's • 1 a � 1 •� � • 1 • 4 A ti0 It TA +% R� Cht`©20' iNationallGeographic Society,i-cubed .pK 9 FIGURE 6 TOPOGRAPHIC MAP 54375 Route 25 fl' Southold N,L6�LX-V»«s Source: ESRI Web Mapping Service, USGS " EW41014VENTRL.PLAMVIG.CONSJLTN, web map service Phase I ESA 1 Scale: 1 inch = 500 feet 1 ca ^Ov1•M A.• W ron v Ps+ S�rtdvt•r Av 9d Os �w s k �r"q rw cry•�,. F_.r o e hQ' S V s9° Ord Rwrn Rd i • c Q•,� a {�•, •r Ot Y1 _ PF • eOa ° i 4 5 yF �• pd•e 8 � a q 8 °a• 'po e 4 Fi, ° o _ • 4 v C F c �MYMpr ; Y % 4• ENa�don 1% n � Southold f, ? g O °4 •�° �`0 4 'sa6 Q° °s� s Fede ,•• `,9 �+ 4 °i Rd 0 rdd c w` 1••min•Ln � !dd••M C'w D, _'• • •< p,i N 1 o ° a L f Pm•MK•Rd 0 el et � i ��,P M V•.t•n D. � CI•IYI � _ � � y' o Be• eY3 kO'MAde�^ .a. 0= SIMPy Mq � i Anc•a to u Fla z $ � • ° c 3 40 d DC Gledn Re .. •, �� • j G ` t H o r'w d°O d F Sources:Esri, HERE,Garmin,r USGS,Jntermap, INCREMENT P,NRCan, Esri Japan,METI,Esri;China(Hong Kong), Esri Korea,Esri(Thailand), NGCC,©OpenStreetMap contributors,and the GIS User Community FIGURE 7 WATER TABLE 54375 Route 25 I�rCONTOUR MAP Southold S'(Jrv.1'U�t 6 V[JIT4•5 LlC Source: ESRI Web Mapping Service, USGS " A-^^JI,^G CC*41-1TNG Scientific Investigations Map 3326, 2013 data Phase I ESA Scale: 1 inch = 2,000 feet Suffolk County Water Authority Distribution • ` Area 30. Within Suffolk Groundwater Management Zone IV North Road ' Greenport Well Field ' �e ^ s o v c ° B •.' Swthdd � � ?, 0.A $ •� ,^ M•`°• •� u Fe i h ♦t iuc�4j Ln�v^PO �e,r''s oe"ci c"�h pd."Rd °erI k 1 G ao ku R° ,arJ •ry `N r a' �^ 0 a r 5 Jody Cr,M Dry o� +s Mr .st1 i • `� a° I a pY^• Sources-Esri,HERE,Garmin,USGS, Intermap+INCREMENT R NRCan. 1 Esri Japan,METI,Esn China(Hong Kong),Esri Korea,`Esn(Thailand), NGCC,©Open Street Map`ciintributors,and the GIS User Community 1 FIGURE 8 1 w WATER SUPPLY MAP 54375 Route 25 1 Southold Source: ESRI Web Mapping Service, well N 1 ....%,X-f.f4-JA 6 LLC; •.:.R0V ENTPy.FLANF.WK;.CCWS-LT1r data from SWAP 2003 dataset, SCWA Phase I ESA Scale: 1 inch = 1,000 feet + 1 11 r.mwn m Legend i a Q Big Boundary NYSDEC Tidal Wetlands Catergory DS-Dredged Spoil FC-Formerly Connected FM-Fresh Marsh p, U.,cl HM-High Marsh ®IM-Intertidal Marsh AA LZ-Littoral Zone SM-Shoals,Bars,Mudflats ` 0 •: 6 NYSDEC Freshwater Wetlands 9. LZ rJ° � c 01 9. • 9`J 44. � 9 soutnaa g iM o :i' ° 0.0.e • 1A o, 'Lz yr J hoe a�� laaAas l^rr°Ke Pei �•�.°`"c ure,rya ° Rd I*,,,CI �.'. 4 •�C` •ANT Ro r�+, Cg 0 XHI RAW ? .p a SM *`° SM c le jainime Ln$ {:. I M ,f SM Jockey CnM Pr_ o� �oJ• c` � *•� �X.:r Xe §64 amu:, s p,. Sources Esri, HERE,Garmin,USGS, Intermap;-INCREMENT P,NRCan. € Esri Japan,METI,Esri China(Hong Kong),Esri Korea,Esri(Thailand). NGCC.©Open Street Map'contributors,a6d the GIS User Community FIGURE 9 1� NYSDEC 54375 Route 25 WETLANDS MAP Southold Source: ESRI Web Mapping Service NYSDEC " NtL`3CJfV. 6 V r'fJF'E f](,Fl-IIS LL(: , E^^^Q°"F^ '• •R_ ^"rte•C°"'�­LTru, Freshwater&Tidal Wetlands Maps Phase I ESA Scale: 1 inch = 1,000 feet +1 PUBHx F01C PF01C.�e PSS1E 90 PF01 E PUBHx E1UBL, E1ABL, E1AB1L- Estuarine and marine Deepwater E2EM1P, E2EM5P, E2US2N, E2US2P - Estarine and Marine Wetland PEM1Ex PEM1 Ex - Freshwater Emergent Wetland PF01 C, PF01 E, PSS1 C„ PSS1 E - Freshwater Forested/Shrub Wetland,_ PUBHs, PUBHh - Freshwater Pond •Pe E21nEM�.1.P E1UB+ S ^Pe l PUBHh ''d P•J,o 1,1t r•d 64 E2EM1P 4 � ' S Southdd Pe z E1AB1L •' 's, e d• f ` N, A Or 164' PUBHx <E1ABL `E1ABL 4 E1ABLP E1 E1AB1L r" P� Vii' e••e -+�.e, �v,^ �,�• Pe •ps` Rd • E1ABL'^° "'Y Ct � ,e •�0` /°ri<n,,yu Eck" o :D a E2US2i ' .s a th Rd E1QBu El' 6L $�..mr•... E1ABL ; -nr E1ABL 'E1AB''. E1 i4 BL,EIA BL g"r E2US2P�E2US2N, E1ABL °$ �; El 131 L E1ABL Low ElAE E1AB •ElABL 'ON PSS1CE1 ABL : E1UBLt .«•.r.P. E1ABL E1ABL ' E2US2P5-'. Sources:Esn,HERE,Garmin,USGS, Intermap3lNCREMENT P;NRCan r V �N c f Esri Japan,INETI,Esri China(Hong Kong.,Esri Korea. Esri(Thailand)r= �c�,n- NGCC.©Open Street Map'contributors,and the GIS User Commun,it;1 . FIGURE 10 NATIONAL WETLANDS 54375 Route 25 r� INVENTORY MAP Southold fl` Source: ESRI Web Mapping Service, National EN�� 6w�.«S.LL Wetlands Inventory Map (NWI, USF&WService) Phase I ESA erLL,6( Iry-N--b G. JLn 5 L .cays.aT n:,- Scale: 1 inch = 1,000 feet 0 c v Ysp�K'p�ot i O O� 1 a O i mond(. O a p� 6 ' f ° o O 7: P�. •s S �� rra as AE e � 0 -,w s un a pe i n \ 0M1 Southold a` . ami 1•d ' n1 Southold AE o, a AE o '[.�.iy:•. VE AE r a z` Ay`a o, �we ti, s b T R° V�D� p, H.I I Rd W r" 0.2 PCTANNUAL CHANCE FLOOD HAZARD c> r VE .w J-k.y C'..f n, t� Wd 0.2 PCT ANNUAL CHANCE FLOOD HAZARD AE AE p Sources:Esri,HERE,Garmm,USGS, Intermap,11NCREMENT P,NRCan. Esn Japan,METI,Esri China(Hong Kong),Esri Korea,Esri(Thailand), NGCC,©Open StreetMap`contributors,and the GIS User Community FIGURE 11 Ar FEMA FLOOD MAP 54375 Route 25 Southold r N MA Source: ESRI Web Mapping Service, FE Phase I ESA Scale: finch = 1,000 feet +. 54375 Route 25,Southold Phase I ESA APPENDICES MEWUW P,B-SON POPE 6 VOOF"S LLC ENNWO"NGNTAL•PLA"NG•CONEaJLTr4G 54375 Route 25,Southold Phase I ESA APPENDIX A SUPPLEMENTAL STATEMENT OF CONDITIONS ENVIRONMENTAL AUDITS himm y POPE 6 I(-<:F"S LLC BWp1ONVVENTPL•P_IUWNG•CCT6lJLTWG 54375 Route 25,Southold Phase I ESA SUPPLEMENTAL STATEMENT OF CONDITIONS ENVIRONMENTAL AUDITS Charles J. Voorhis is Certified as an Environmental Inspector (CEI) with the Environmental Assessment Association (EAA). The Association provides technical support and is acting to standardize the industry with regard to procedures and techniques for report preparation. The EAA has established an outline of responsibilities for the Environmental Inspector as well as a Statement of Limiting Conditions. This information is reproduced below in order for clients and loan agencies to understand responsibilities and limitations under this contract. Certification: The Environmental Inspector certifies to the Buyer, Seller and/or lender in a transaction as named in the inspection report"Principal Parties";and the Inspector and the Principal Parties agree that: 1. The Environmental Inspector has no present or contemplated future (a) partnership with Principal Parties nor (b) an interest in the property inspected which could adversely affect the Inspector's ability to perform an objective inspection; and neither the employment of the inspector to conduct the inspection, nor the compensation for it, is contingent on the results of the inspection. 2. The Environmental Inspector has no personal interest in or bias with respect to the subject matter of the inspection report or any parties who may be part of a financial transaction involving the property. The conclusions and recommendations of the report are not based in whole or in part upon the race,color,creed,sex or national origin of any of the Principal Parties. 3. The Environmental Inspector has personally inspected the property, both inside and out and has made visual inspection of adjacent properties, to the extent possible by readily available access. The inspection does not include the removal of any soil, water or air samples, the moving of furniture or fixtures,or any type of inspection that would require extraordinary effort to access. 4. All contingent and limiting conditions are contained herein (imposed by the terms of the inspection assignment or by the undersigned affecting the conclusions and recommendations contained in the report). 5. This Environmental Inspection report has been made in conformity with and is subject to the requirements of the Code of Professional Ethics of the Environmental Assessment Association. 6. All opinions, conclusions and recommendations concerning the inspected property that are set forth in the inspection report were prepared by the Environmental Inspector whose signature appears on the report. No change of any item in the report shall be made by anyone other than the Inspector, and the Inspector shall have no responsibility for any such unauthorized change. akw i PeLSM POPE 6 VOCP"S LLC EIWWOM.'01rrAL•FLAIVWNG•CONSUL TEVG 54375 Route 25,Southold Phase I ESA Contingent and Limiting Conditions: The certification of the Environmental Inspector appearing in the environmental inspection report is subject to the following conditions and to such other specific and limiting conditions as are set forth by the Inspector in the report. 1. The Inspector assumes no responsibility for matters of legal nature affecting the property inspected or the title thereto. The property is inspected assuming responsible ownership. 2. Any sketch appearing in or attached to the inspection report, or any statement of dimensions, capacities, quantities or distances, are approximate and are included to assist the reader in visualizing the property. The inspector has made no survey of the property. 3. The Inspector is not required to give testimony or appear in court because of having made the inspection with reference to the property in question, unless arrangements have been previously made therefor. 4. This report is not intended to have any direct effect on the value of the property inspected but simply to provide a visual Environmental Assessment solely for the benefit of the Principal Parties. 5. The Inspector assumes that there are no hidden, unapparent, or latent conditions or defects in or of the property, subsoil, or structures, other than those noted on the inspection report or any addendum to the report which the Inspector has included. The Inspector assumes no responsibility for such conditions, or for the inspection, engineering or repair which might be required to discover or correct such factors. 6. Information, estimates and opinions furnished to the Inspector, and contained in the report,were obtained from sources considered reliable and believed to be true and correct. However, the Inspector has made no independent investigation as to such matters and undertakes no responsibility for the accuracy of such items. 7. The Inspection and Inspection Report are made by the Inspector solely for the benefit and personal use of the Principal Parties. No disclosure may be made of the Inspection Report without the prior written consent of the Inspector and the Inspector undertakes no responsibility for harm or damages to any party other than the Principal Parties. 8. Neither the Inspection Report, any part thereof,nor any copy of the same(including conclusions or recommendations, the identity of the Inspector, professional designation, reference to any professional organization, or the firm with which the Inspector is connected), shall be used for any purposes by anyone but the Principal Parties. The report shall not be conveyed by anyone to the public through advertising, public relations, news, sales, or other media, without the prior written consent and approval of the Inspector. ne48'arr POPE S VCX3'"t LLC E/WWOVVENTAL•PLA"NG•CCr,-&ATIVCn 54375 Route 25,Southold Phase I ESA APPENDIX B RESUMES OF KEY PERSONNEL NELSON POPE 6 VCO/m"6 LLC ENV04CMASNTAL•PLANN^G•C INSUl TtlVG 54375 Route 25,Southold Phase I ESA PERSONAL PROFESSIONAL QUALIFICATIONS CHARLES J. VOORHIS,CEP,AICP Licensing and Certification: Certified Environmental Professional (CEP) American Institute of Certified Planners (AICP) Certified Environmental Inspector,Environmental Assessment Association US Coast Guard Master Steam and Auxiliary Sail Vessels Experience: * Managing Partner of Firm,Nelson, Pope &Voorhis, LLC;Melville,New York(1/97- Present) * Principal of Firm, Charles Voorhis& Associates, Inc.; Miller Place,New York(8/88-1/97) * Director, Division of Environmental Protection,Department of Planning, Environment and Development; Town of Brookhaven,New York(3/86-8/88) * Environmental Analyst,Division of Environmental Protection, Department of Planning, Environment and Development; Town of Brookhaven,New York(8/82-3/86) * Private and Public Consultant, Planning and Environmental Issues (8/82-3/87) * Public Health Sanitarian, Suffolk County Department of Health Services; Hauppauge,New York(1/80-8/82) * Environmentalist I, Suffolk County Department of Environmental Control, Central Islip, New York(2/78- 8/79) Education: * SUNY at Stony Brook; Master of Science in Environmental Engineering, concentration in Water Resource Management, 1984 * Princeton Associates; Groundwater Pollution and Hydrology Short Course,Princeton,New Jersey, 1983 * New York State Health Department,Environmental Health Training Course,Hauppauge, New York, 1982 * Southampton College of Long Island University; Bachelor of Science in Environmental Geology, 1977 oko tELSOV POPE6 VOOF"S LLC EIWW-OWVENT'-PLArJ4 G•CONEkJLTRIG 54375 Route 25,Southold Phase I ESA Significant Professional Achievements: * Airport International Plaza, DEIS, 1996 * Patchogue Lace Mill, Phase I ESA, 1996 * Price Club @ New Rochelle, DEIS and FEIS, 1995 * Commack Campus Park @ Commack DEIS and FEIS, 1994 * Water Mill Shops @ Water Mill DEIS, 1993 * PJ Venture Wholesale Club @ Commack DEIS and FEIS, 1993 * Dowling College NAT Center DEIS and FEIS, 1992 * Final EIS Angel Shores @ Southold, 1991 * Town of Brookhaven Boat Mooring Plan, 1991 * Draft EIS Round Hill @ Old Westbury, 1990 * Draft EIS St. Elsewhere @ Nesconset, 1989 * GEIS Commercial Rezonings on the Towns Own Motion, 1988 * GEIS Large Lot Rezonings on the Towns Own Motion, 1988 * Award for Environmentally Sensitive Land Design,Pine Barrens Review Comm., 1988 * EQBA, Acquisition Study for Brookhaven Town, 1987 * Town of Brookhaven Land Use Plan, 1987 * Discussion of Hydrogeologic Zone Boundaries in the Vicinity of S. Yaphank,LI,NY, 1986 * Duck Farms in Brookhaven Town,Land Restoration Techniques, 1985 * Coastal Energy Impact Program, 1984 * Comprehensive Review of Industrial Zoned Land in the Sensitive Hydrogeologic Zone, Town of Brookhaven, 1983 * Groundwater Supply and Early Groundwater Use in Brookhaven Township, Suffolk County,New York 1983 Professional& Other Organizations (past and present): * American Institute of Certified Planners * American Planning Association, Washington, D.C. * National Association of Environmental Professionals,Alexandria, VA * Environmental Assessment Association, Scottsdale,Arizona * American Water Resources Association, Syracuse,New York * National Water Well Association, Worthington, Ohio * New York Planning Federation,Albany,New York * New York Water Pollution Control Association, Riverdale,New York * Water Pollution Control Federation, Washington, D.C. * Long Island Seaport&EcoCenter, Inc., Director/Trustee, Port Jefferson,NY * Boy Scouts of America, Trained Scoutmaster,Nathanial Woodhull District,NY * Alumni Association, LIU, Southampton College,New York * Historical Society of Port Jefferson, Trustee,Port Jefferson,NY * Environmental Conservation Board, Inc. Village of Port Jefferson,NY * Port Jefferson Village, Waterfront Advisory Committee, Port Jefferson,NY * Town of Brookhaven Mount Sinai Harbor Advisory Committee, Medford,NY * Brookhaven Conservation Advisory Council, Medford,New York NELSON POPE 6 VOOF*WS LLC ENb'WaV,EANTAL.PLANNNNG•CdVELLITNG 54375 Route 25,Southold Phase I ESA PERSONAL PROFESSIONAL QUALIFICATIONS STEVEN J. McGINN,CEI Licensing and Certification: OSHA 40 Hour HAZWOPER Certified Environmental Inspector,Environmental Assessment Association(CEI) New York State Department of Labor-Licensed Asbestos Inspector USEPA Certified Risk Assessor for Lead Based Paint Experience: • Partner/Division Manager,Nelson,Pope &Voorhis,LLC (July 2005 to Present) • Sr. Environmental Analyst,Nelson,Pope&Voorhis, LLC (January 1997 to July 2005) • Environmental Analyst,Nelson&Pope, LLP (July 1989 to January 1997) • Project Manager, Middleton Kontokosta&Associates(May 1988 to July 1989) • Planning Aide, Town of Huntington Planning Department(January 1987 to May 1988) Education: • EPA Model Lead Risk Assessor Initial Training,August, 2006 • EPA Model Lead Inspector Technician Training, August,2006 • Training Course in the Theory and Practice of Applying Subsurface Interface Radar in Engineering and Geophysical Investigation, March,2004 • 40-Hour Course Hazardous Materials Training,December, 1998 • Project Managers Bootcamp,PSMJ Resources, Inc.,January 1998 i • Performing Phase I Environmental Inspections, Environmental Assessment Association, Sept. 1997 • Environmental Regulations Course,Executive Enterprises, June 1996 • Environmental Impact Statements, Cook College/Rutgers University, December 1994 • State University of New York at Cortland - Bachelor of Science in Geography, January 1986 Significant Professional Achievements: • 940 Bryant Avenue, Bronx-Phase I ESA • 1345 Seneca Avenue,Bronx-Phase I ESA • Red Roof Farms, Rye Brook-Phase I & II ESA I NELSON POPE 6 VOOF"S LLC rM M 10PJVENTAL.PLANNING.C.:ON,aI_A_Tlhg. 54375 Route 25,Southold Phase I ESA • Thomas Dodge Subaru, Port Jefferson-Phase I & II ESA • 221 Skip Lane,Bay Shore - Phase I & II ESA • 121 Maple Avenue (Shore Line Marina),Bay Shore -Phase I& II ESA • 950 West Main Street, Riverhead- Phase I ESA • Long Island Galleria/Price Club Plaza, Westbury-DEIS & FEIS • Currans Road Development, Middle Island-DEIS &FEIS • Timber Ridge at the Plains, Greenlawn-DEIS &FEIS Is Greene's Creek Marina, Sayville -DEIS • Town of Brookhaven Marine Reconstruction Projects, Patchogue, Blue Point, Port Jefferson, Mount Sinai, -Tidal Wetland Permits • Village of Lake Success,Lake Success -Land Use and Zoning Analyses • Ridgehaven Estates,Ridge -DEIS &FEIS • K-Mart @ Farmingville -Part III EAF • Long Lake Estates, Coram-DEIS &FEIS Professional Responsibilities: • Partner/Division Manager for the preparation of Phase I and Phase II Environmental Site Assessments, Site Remediation, Lead Based Paint Surveys and Asbestos Surveys for lending institutions and Governmental Agencies. • Author of numerous Phase I &II Environmental Site Assessments. • Site Supervisor for numerous large and small scale site remediation projects. • Author of numerous environmental impact statements in both draft and final formats for major large scale, high-profile projects. • Other responsibilities include the preparation of various environmental, planning and zoning studies and the preparation of various state and federal applications such as: land use and zoning studies, noise and air quality assessments, Phase I Environmental Site Assessments, feasibility studies, economic analyses, freshwater and tidal wetland permits, etc. • Interaction with various Town, County, State and Federal officials, attorneys, developers, engineers, Town Boards, Planning Boards, and Zoning Boards of Appeals. Professional Organizations: • American Institute of Certified Planners, Washington, D.C. • American Planning Association, Washington, D.C. Is National Association of Environmental Professionals,Alexandria, VA • Environmental Assessment Association, Scottsdale,Arizona • National Groundwater Association,Assoc. of Groundwater Scientists and Engineers d� f,19-SM POPE 6 V00"S LLC EWN:kd MENTAL•PLANNING 6 COR6LLTIIVG 54375 Route 25,Southold Phase I ESA APPENDIX C DATABASE SEARCH INFORMATION t,EL90N POPE 6 VCCF*46 LLC ENV NTA •PLANN#NG•C)f� TYV(' TAOXICS RGE I ING PHASE I ENVIRONMENTAL DATABASE REPORT 54375 ROUTE 25 SOUTHOLD, NY 11971 APRIL 10, 2018 PRIVILEGED AND CONFIDENTLAL. LIMITED WARRANTY AND DISCLAIMER OF LIABILITY Who is Covered This limited warranty is extended by Toxics Targeting, Inc. only to the original purchaser of the accompanying Environmental Report("Report"). It may not be assigned to any other person. What is Warranted Toxics Targeting, Inc. warrants that it uses reasonable care to accurately transcribe the information contained in this Report from the sources from which it is obtained. This limited warranty is in lieu of all other express warranties which might otherwise arise with respect to the Report. No one is authorized to change or add to this limited warranty. What We Will Do If during the warranty period there is shown to be a material error in the transcription of the information contained in this Report from the sources from which it was obtained, Toxics Targeting, Inc. shall refund to the original purchaser the full purchase price paid for the Report. The remedy stated above is the exclusive remedy extended to the Purchaser by Toxics Targeting, Inc. for any failure of the Report to conform with this Warranty, or otherwise for breach of this Warranty or any other warranty, whether expressed or implied. What We Won't Cover Toxics Targeting, Inc. has not and can not verify the accuracy, correctness or completion of the information contained in this Report. Information is obtained from government agencies, site owners, and other sources, and errors are common in such information. Because Toxics Targeting, Inc. can not control the accuracy of the information contained in this Report, or the uses which may be made of the information, TOXICS TARGETING, INC. DISCLAIMS LIABILITY TO ANYONE FOR ANY EVENTS ARISING OUT OF THE USE OF THE INFORMATION. TOXICS TARGETING, INC. SHALL NOT BE LIABLE FOR ANY DAMAGE CAUSED BY THIS REPORT, WHETHER DIRECT OR INDIRECT, AND WHETHER OR NOT TOXICS TARGETING, INC. HAS BEEN ADVISED OF OR HAS KNOWLEDGE OF THE POSSIBILITY OF SUCH DAMAGES. TOXICS TARGETING, INC. EXPRESSLY DISCLAIMS ANY AND ALL IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE. Some jurisdictions do not allow the exclusion or limitation of incidental or consequential damages, so the above exclusion or limitation may not apply to you. Period of Warranty The period of warranty coverage is ninety days from the date of purchase of this Report. There shall be no warranty after the period of coverage. ANY AND ALL IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR PARTICULAR USE SHALL HAVE NO GREATER DURATION THAN THE PERIOD OF WARRANTY STATED HERE, AND SHALL TERMINATE AUTOMATICALLY UPON THE EXPIRATION OF SUCH PERIOD. Some jurisdictions do not allow limitations on how long an implied warranty lasts, so the above exclusion or limitation may not apply to you. PLEASE REFER TO PAGES ONE AND FIVE FOR A DESCRIPTION OF SOME OF THE LIMITATIONS OF THIS ENVIRONMENTAL REPORT. Table of Contents Introduction............................................................................................................................. I •The Three Sections of Your Report •How to Use Your Report •Toxic Site Databases Analyzed In Your Report •Limitations Of the Information In Your Report SectionOne: Your Report Summary......................................................................................... 6 •Table One: Number of Identified Toxic Sites By Distance Interval •Table Two: Identified Toxic Sites By Direction •Table Three: Identified Toxic Sites By Category •Table Four: Identified Toxic Sites By Proximity •Map One: One-Mile Radius Map •Map Two: Half-Mile Radius Map •Map Three: Quarter-Mile Radius Map •Map Four: Quarter-Mile Radius Close-up Map Section Two:Toxic Site Profiles Section Three: Appendices • USEPA ERNS Check •Unmappable Sites •Hazardous Waste Codes •How Toxic Sites Are Mapped • Information Source Guide ©Toxics Targeting, Inc.2018 Introduction Toxics Targeting has combined environmental database searches, extensive regulatory analysis and sophisticated mapping techniques to produce your Environmental Report. It checks for the presence of 21 categories of government-reported toxic sites and provides detailed, up-to-date information on each identified site. The findings of your report are presented in an easy-to-understand format that: 1. Maps the approximate locations of selected government-reported toxic sites identified on or near a specified target address. 2. Estimates the distance and direction between the target address and each identified toxic site. 3. Reports air and water permit non-compliance and other regulatory violations. 4. Profiles some aspects of the usage,manufacture,storage,handling,transport or disposal of toxic chemicals at individual sites. 5. Summarizes some potential health effect information and drinking water standards for ' selected chemicals reported at individual sites. The Three Sections Of Your Report 1 ' The first section highlights your report's findings by summarizing identified sites according to: a) distance intervals, b) direction, c) proximity to the target address and d) individual site categories. In addition,the locations of all identified toxic sites are illustrated on individual maps for each radius search ' distance used in your report. A close-up map illustrates the locations of all identified toxic sites, at the ' shortest radius search distance used in your report. Finally, a map of tax parcels and a table of selected information about those parcels are included. ' The second section of your report contains Toxic Site Profiles that provide detailed information on each identified toxic site. The information in each Toxic Site Profile varies according to its source. Some toxic site categories have extensive information, some have limited information. All the information is updated on a regular basis. The third section of the report contains appendices that identify: 1) on-site spills reported to the national Emergency Response Notification System (ERNS), 2)various toxic sites that cannot be mapped due to incomplete or erroneous addresses or other mapping problems, 3) codes that characterize hazardous wastes reported at various facilities, 4) methods used to map toxic sites identified in your report and 5)information sources used in your report. How to Use Your Report • Check Table One to see the number of identified sites by distance intervals. • Check Table Two to see identified sites sorted by direction. • Check Table Three to see identified sites sorted by site categories. • Check Table Four to see identified sites ranked by proximity to the target address. • Use Table Five to get info for the subject parcel and every parcel found on the Tax Parcel Map • Refer to the various maps to see the locations of identified toxic sites. Refer to the Toxic Site Profile and Appendix sections for additional information. 1 i I Toxic Site Databases Analyzed In Your Report Search Radius One-Mile 1)National Priority List for Federal Superfund Cleanup: a listing of sites known to pose environmental or health hazards that are being investigated or cleaned up under the Federal Superfund program. Half-Mile 2)Delisted National Priority List Sites: a listing of NPL sites that have been removed from the National Priority List. One-Mile 3)New York Inactive Hazardous Waste Disposal Site Registry: a state listing of sites that can pose environmental or public health hazards requiring investigation or clean up. One-Mile 4)New York Inactive Hazardous Waste Disposal Site Registry Qualifying: a state listing of sites that qualify for possible inclusion to the NYS DEC Inactive Haz.Waste Disposal Site Registry. One-Mile 5)New York and Federal RCR,4 Corrective Action Activity (CORRACTS):waste facilities with RCRA corrective action activity reported by the USEPA and NYS DEC. Half-Mile 6)CERCLIS(Comprehensive Environmental Response,Compensation and Liability Information System): a federal listing of Non-NFRAP sites that can pose environmental or public health hazards requiring investigation or clean up. Half-Mile �! 7)CERCLISNFRAP:a federal listing of CERCLIS sites that have no further remedial action planned. Half-Mile 8)New York State Brownfield Cleanup Sites: a listing of sites that are abandoned, idled or under-used industrial and commercial sites where expansion or redevelopment is complicated by real or perceived environmental contamination. Half-Mile �`Y. - 9)New York Solid Waste Facilities Registry: active and inactive landfills, �`•' .' incinerators,transfer stations or other solid waste management facilities. Half-Mile 10)New York and Federal Hazardous Waste Treatment,Storage or Disposal Facilities: sites reported by the NYS manifest system and the USEPA's Resource Conservation and Recovery Act Information System(RCRIS). Also includes the following database: • RCRA violations: waste facilities with violations reported by the USEPA pursuant to the Resource Conservation and Recovery Act.. 2 Half-Mile 11) Toxic Spills:active and inactive or closed spills reported to state ' environmental authorities, including remediated and unremediated ' leaking underground storage tanks. This database includes the following categories: • Tank Failures • Tank Test Failures • Unknown Spill Cause or Other Spill Causes • Miscellaneous Spill Causes Quarter-Mile 12)New York State Major Oil Storage Facilities: sites with more than a 400,000-gallon capacity for storing petroleum products. IL Quarter-Mile 13)New York and Local Petroleum Bulk Storage Facilities: sites with more than a 1,100-gallon capacity for storing petroleum products. Quarter-Mile 14)New York and Federal Hazardous Waste Generators and Transporters: sites reported by the NYS manifest system and the USEPA's Resource Conservation and Recovery Act Information System(RCRA). Also includes the following database: • RCRA violations:waste facilities with violations reported by the USEPA pursuant to the Resource Conservation and Recovery Act. Quarter-Mile 15)New York Chemical Bulk Storage Facilities: sites storing hazardous substances listed in 6 NYCRR Part 597 in aboveground tanks with capacities of 185 gallons or more and/or underground tanks of any size Half-Mile 16)New York Hazardous Substance Disposal Site Draft Study: a state listing of sites contaminated with toxic substances that can pose environmental or public health hazards. These sites are not eligible for state clean up funding programs. Quarter-Mile 17)Federal Toxic Release Inventory Facilities: discharges of selected toxic chemicals to air, land,water or treatment facilities. Quarter-Mile 18)Federal Air Discharges: Air pollution point sources monitored by U.S. EPA and/or state and local air regulatory agencies. Quarter-Mile 19)Federal Permit Compliance System Toxic Wastewater Discharges: permitted toxic wastewater discharges. Quarter-Mile 20)Federal Civil and Administrative Enforcement Docket: I�•rf � � judiciary cases filed on behalf of the U. S.Environmental Protection I Agency by the Department of Justice. 3 Property only 21)ERNS:Federal Emergency Response Notification System Spills: a listing of federally reported spills. 4 I I I Limitations Of The Information In Your Report The information presented in your Environmental Report has been obtained from various local, state and federal government agencies. Please be aware that: 1) additional information on individual sites may be available, 2) newly discovered sites are continually reported and 3) all map locations are approximate. As a result, this report is intended to be the FIRST STEP in the process of identifying and evaluating possible environmental threats to specific properties and can only serve as a guide for conducting on-site visits or additional,more detailed toxic hazard research. Toxics Targeting tries to ensure that the information in your report is presented accurately and with minimal alteration. The only systematic changes that are made correct obvious address errors in order to allow sites to be mapped. Any address changes that are made are noted in the map information section at the top of each corresponding Toxic Site Profile. Since the information presented in your report is not edited,please be aware that it can contain reporting errors or typographical mistakes made by the site owners/operators or government agencies that produced the information. Please be aware of some other limitations of the information in your report: • The map used by Toxics Targeting is the same one used by the U. S. Census. While the map is generally accurate, no map is perfect. In addition, Toxics Targeting's mapping methods estimate where toxic site addresses are located if the address is not specifically designated on the Census map. FOR THESE REASONS, ALL MAP LOCATIONS OF ADDRESSES AND REPORTED TOXIC SITES SHOULD BE CONSIDERED APPROXIMATE AND SHOULD BE VERIFIED BY ON-SITE VISITS; • UNDISCOVERED, UNREPORTED OR UNMAPPABLE TOXIC SITES MIGHT NOT BE IDENTIFIED BY THIS REPORT'S CHECK OF 21 TOXIC SITE CATEGORIES. TOXIC SITES REPORTED IN OTHER GOVERNMENT DATABASES MIGHT ALSO EXIST. FOR THESE REASONS, YOUR REPORT MIGHT NOT IDENTIFY ALL THE TOXIC SITES THAT EXIST IN THE AREA IT SEARCHES; • The appendix of your report contains a listing of sites that could not be mapped due to incomplete or erroneous address information or other mapping problems. This listing includes unmappable toxic sites in zip code areas within one mile of the target address as well as toxic sites without zip codes reported in the same county. IF YOU WOULD LIKE INFORMATION ON ANY OF THE LISTED SITES, PLEASE CONTACT TOXICS TARGETING AND REFER TO THE SITE ID NUMBER. • Some toxic sites identified in your report may be classified as known hazards. Most of the toxic sites identified in your report involve potential hazards related to the on-site use, manufacture, handling, storage,transport or disposal of toxic chemicals. Some of the toxic sites identified in your report may be the addresses of parties responsible for toxic sites located elsewhere. YOU SHOULD ONLY CONCLUDE THAT TOXIC HAZARDS ACTUALLY EXIST AT A SPECIFIC SITE WHEN GOVERNMENT AUTHORITIES MAKE THAT DETERMINATION OR WHEN THAT CONCLUSION IS FULLY DOCUMENTED BY THE FINDINGS OF AN APPROPRIATE SITE INVESTIGATION UNDERTAKEN BY LICENSED PROFESSIONALS; • Compass directions and distances are approximate. Compass directions are calculated from the subject property address to the mapped location of each identified toxic site. The compass direction does not necessarily refer to the closest property boundary of an identified toxic site. The compass direction also can vary substantially for toxic sites that are located very close to the subject property address. • The information presented in your report is a summary of the information that Toxics Targeting obtains from government agencies on reported toxic sites. YOU MAY BE ABLE TO OBTAIN ADDITIONAL INFORMATION ABOUT REPORTED SITES WITH THE FREEDOM OF INFORMATION REQUEST FORM LETTERS THAT ARE PROVIDED ON THE INSIDE OF THE BACK COVER. 5 Section One: Report Summary • Table One: Number of Identified Toxic Sites By Distance Interval • Table Two: Identified Toxic Sites By Direction • Table Three: Identified Toxic Sites By Category • Table Four: Identified Toxic Sites By Proximity • Map One: One-Mile Radius Map • Map Two: Half-Mile Radius Map • Map Three: Quarter-Mile Radius Map • Map Four: Quarter-Mile Radius Close up Map 6 Ah Aft Aft Ah Alk 0 Aft Ank AM Alk Awk Adak Amk Amk Am� _ Copyright 2018 Toxics Targeting, Inc. 54375 Route 25 April 10,2018 NUMBER OF IDENTIFIED SITES BY DISTANCE INTERVAL Site Category Database Searched 0- 100 ft 100 ft- 1/8 mi 1/8 mi- 1/4 mi 1/4 mi- 1/2 mi 1/2 mi- 1 mi Totals ----------------------------------------------------------------------------------------------------------------------------------------- ASTM-Required 1 Mile Search National Priority List(NPL)Sites 0 0 0 0 0 0 NYS Inactive Hazardous Waste Disposal Site Registry 0 0 0 1 0 1 NYS Inactive Haz Waste Disposal Site Registry Qualifying 0 0 0 0 0 0 RCRA Corrective Action (CORRACTS)Sites 0 0 0 0 0 0 ASTM-Required 1/2 Mile Search Delisted National Priority List(NPL)Sites 0 0 0 0 Not searched 0 CERCLIS Superfund Non-NFRAP Sites 0 0 0 0 Not searched 0 CERCLIS Superfund NFRAP Sites 0 0 0 0 Not searched 0 Brownfields Sites Voluntary Cleanup Program 0 0 0 0 Not searched 0 Environmental Restoration Program 0 0 0 0 Not searched 0 Brownfield Cleanup Program 0 0 0 0 Not searched 0 NYSDEC Solid Waste Facilities/Landfills 0 0 0 0 Not searched 0 RCRA Hazardous Waste Treatment, Storage, Disposal Sites 0 0 0 0 Not searched 0 NYS Toxic Spills Active Tank Failures 0 0 0 0 Not searched 0 Active Tank Test Failures 0 0 0 0 Not searched 0 Active Spills- Unknown/Other Causes 0 0 0 1 Not searched 1 Active Spills-Miscellaneous Causes 0 0 0 0 Not searched 0 Closed Tank Failures 0 0 0 1 Not searched 1 Closed Tank Test Failures 1 0 1 1 Not searched 3 Closed Spills- Unknown/Other Causes 0 1 1 2 Not searched 4 Closed Spills-Miscellaneous Causes 0 2 1 4 Not searched 7 ASTM-Required Property&Adjacent Property(114 Mile Search) NYS Mayor Oil Storage Facilities 0 0 0 Not searched Not searched 0 Local &State Petroleum Bulk Storage Sites 1 4 8 Not searched Not searched 13 RCRA Hazardous Waste Generators&Transporters 0 3 2 Not searched Not searched 5 NYS Chemical Bulk Storage Sites 0 0 0 Not searched Not searched 0 Emergency Response Notification System (ERNS) 0 Not searched Not searched Not searched Not searched 0 Institutional Controls/Engineering Controls(IC/EC) See databases for NPL, CERCLIS, Inactive Hazardous Waste Disposal Site Registry and Brownfield Sites ----------------------------------------------------------------------------------------------------------------------------------------- ASTM-Required Databases Distance Interval Totals 2 10 13 10 0 35 ----------------------------------------------------------------------------------------------------------------------------------------- NOTE: Table continues on next page. Copyright 2018 Toxics Targeting, Inc. 54375 Route 25 April 10, 2018 Non-ASTM Databases 1/2 Mile Search Hazardous Substance Waste Disposal Sites 0 0 0 0 Not searched 0 Non-ASTM Databases 1/4 Mile Search Toxic Release Inventory Sites(TRI) 0 0 0 Not searched Not searched 0 Permit Compliance System (PCS)Toxic Wastewater Discharges 0 0 0 Not searched Not searched 0 Air Discharges 0 0 0 Not searched Not searched 0 Civil&Administrative Enforcement Docket Facilities 0 0 0 Not searched Not searched 0 ----------------------------------------------------------------------------------------------------------------------------------------- Non-ASTM Databases Distance Interval Totals 0 0 0 0 Not Searched 0 ----------------------------------------------------------------------------------------------------------------------------------------- Distance Interval Totals 2 10 13 10 0 35 Identified Toxic Sites by Direction 54375 Route 25 Southold, NY 11971 *Compass directions can vary substantially for sites located very close to the subject property address. Sites less than 100 feet from subject property sorted by distance Approximate Map Distance&Direction Toxic Site Id# Site Name Site Street From Property Category --------------------------------------------------------------------------------------------------------------------------------------------------------------- 4 CAPITAL ONE BANK 54375 MAIN ROAD 0 feet Closed Status Tank Test Failure 18 CAPITAL ONE BANK 54375 MAIN RD 0 feet Petroleum Bulk Storage Site Sites between 100 ft and 660 ft from the subject property sorted by direction and distance Approximate Map Distance&Direction Toxic Site Id# Site Name Site Street From Property Category --------------------------------------------------------------------------------------------------------------------------------------------------------------- 21 COMMERCIAL BLDG—OOB*** RAILROAD AVE 572 feet to the NNE Petroleum Bulk Storage Site 7 UNKNOWN RTE 25NOUNGS AVENUE 178 feet to the ESE* Closed Status Spill(Unk/Other Cause) 11 MOBIL GAS STATION MAIN ROAD&YOUNGS AVENUE 178 feet to the ESE* Closed Status Spill(Misc.Spill Cause) 31 MOBIL OIL CORP SS#LL6 MAIN RD&YOUNG AVE 178 feet to the ESE* Hazardous Waste Generator/Transporter 19 SOUTHOLD AUTOMOTIVE CORP 54360 MAIN RD 204 feet to the SE Petroleum Bulk Storage Site 20 SOUTHOLD AUTOMOTIVE INC RTE 25 MAIN RD 204 feet to the SE Petroleum Bulk Storage Site 32 RORY MACNISH 53795 MAIN RD 608 feet to the SW Hazardous Waste Generator/Transporter 33 RORY MACNISH 53795 MAIN ROAD 608 feet to the SW Hazardous Waste Generator/Transporter 12 BURTS RELIABLE 1515 YOUNGS AVE 613 feet to the NW Closed Status Spill(Misc.Spill Cause) 22 BURTS RELIABLE FUEL CORP 1515 YOUNGS AVE 598 feet to the NNW Petroleum Bulk Storage Site Sites equal to or greater than 660 ft from subject property sorted by direction and distance Approximate Map Distance&Direction Toxic Site Id# Site Name Site Street From Property Category --------------------------------------------------------------------------------------------------------------------------------------------------------------- 35 WHITE BARN DETAILING 700 HUMMEL AVE 1034 feet to the NNE Hazardous Waste Generator/Transporter 27 SCOTTS GARAGE 700 HUMMEL AVE 1069 feet to the NNE Petroleum Bulk Storage Site 28 TEL STAR ELECTRONICS 700 HOMMEL AVE 1069 feet to the NNE Petroleum Bulk Storage Site 3 TAPLIN RESIDENCE 1610 BOISSEAU AVE 2269 feet to the NNE Closed Status Tank Failure 25 SOUTHOLD FIRE DEPT RTE 25 RTE 25 MAIN RD 914 feet to the ENE Petroleum Bulk Storage Site 13 RESIDENCE 55474 MAIN ROAD 1137 feet to the ENE Closed Status Spill(Misc.Spill Cause) 29 THE INK SPOT RTE 25 MAIN RD 1269 feet to the ENE Petroleum Bulk Storage Site 30 SOUTHOLD BUDGET PRINTING INC 175 BOISSEAU AVE 1269 feet to the ENE Petroleum Bulk Storage Site 14 QUIETMAN INN RTE 25&HOBART STREET 1350 feet to the ENE Closed Status Spill(Misc.Spill Cause) 15 MULLEN MOTORS 55980 RTE 25 1696 feet to the ENE Closed Status Spill(Misc.Spill Cause) 1 SOUTHOLD(ACETYLENE GAS PRODUCTION) 370 HOBART ROAD 1428 feet to the E NYSDEC Inactive Haz Waste Disposal Site 10 RICH RESIDENCE 1470 HOBART ROAD 2159 feet to the ESE Closed Status Spill(Unk/Other Cause) 9 RESIDENCE 1135 CALVES NECK ROAD 2007 feet to the SE Closed Status Spill(Unk/Other Cause) 8 UNK VESSEL YOUNGS AVE&TOWN CREEK 1066 feet to the SSE Closed Status Spill(Unk/Other Cause) 6 SOUTHOLD HIGH SCHOOL OAKLAWN AVENUE 2077 feet to the SW Closed Status Tank Test Failure 17 SPILL NUMBER 9708994 TUCKERS LANE/RTE 25 2566 feet to the SW Closed Status Spill(Misc.Spill Cause) 23 SOUTHOLD FREE LIBRARY RTE 25 MAIN RD 673 feet to the WSW Petroleum Bulk Storage Site 5 PAGANO'S PIZZA 53345 MAIN ROAD 899 feet to the WSW Closed Status Tank Test Failure 26 SOUTHOLD POST OFFICE 520 TRAVELERS ST 974 feet to the WSW Petroleum Bulk Storage Site 2 SHAY RESIDENCE 52645 MAIN ROAD 1729 feet to the WSW Active Haz Spill(Unknown/Other Cause) 34 AGWAY INC 1705 YOUNG AVE 756 feet to the NW Hazardous Waste Generator/Transporter 24 AGWAY SOUTHOLD SITE YOUNGS AVE 763 feet to the NW Petroleum Bulk Storage Site 16 FARM 2785 YOUNGS AVENUE 1706 feet to the NNW Closed Status Spill(Misc.Spill Cause) Identified Toxic Sites by Category 54375 Route 25 Southold, NY 11971 *Compass directions can vary substantially for sites located very close to the subject property address. NYSDEC Inactive Haz.Waste Disposal Site Registry--Total Sites-1 Database searched at 1 MILE-ASTM required search distance: 1 Mile MAP ID FACILITY ID FACILITY NAME FACILITY STREET DISTANCE&DIRECTION 1 152218 SOUTHOLD(ACETYLENE GAS PRODUCTION) 370 HOBART ROAD 1428 feet to the E Active Haz Spills(Unknown Causes&Other Causes)--Total Sites-1 Database searched at 1/2 MILE-ASTM required search distance: 112 Mile MAP ID FACILITY ID FACILITY NAME FACILITY STREET DISTANCE&DIRECTION 2 1706380 SHAY RESIDENCE 52645 MAIN ROAD 1729 feet to the WSW Closed Status Tank Failures--Total Sites-1 Database searched at 112 MILE-ASTM required search distance: 1/2 Mile MAP ID FACILITY ID FACILITY NAME FACILITY STREET DISTANCE&DIRECTION 3 9314230 TAPLIN RESIDENCE 1610 BOISSEAU AVE 2269 feet to the NNE Closed Status Tank Test Failures--Total Sites-3 Database searched at 1/2 MILE-ASTM required search distance: 1/2 Mile MAP ID FACILITY ID FACILITY NAME FACILITY STREET DISTANCE&DIRECTION 4 1007980 CAPITAL ONE BANK 54375 MAIN ROAD 0 feet 5 0009208 PAGANO'S PIZZA 53345 MAIN ROAD 899 feet to the WSW 6 8710646 SOUTHOLD HIGH SCHOOL OAKLAWN AVENUE 2077 feet to the SW Closed Status Spills(Unknown Causes&Other Causes)--Total Sites—4 Database searched at 112 MILE—ASTM required search distance: 1/2 Mile MAP ID FACILITY ID FACILITY NAME FACILITY STREET DISTANCE&DIRECTION 7 8700300 UNKNOWN RTE 25/YOUNGS AVENUE 178 feet to the ESE* 8 9913263 LINK VESSEL YOUNGS AVE&TOWN CREEK 1066 feet to the SSE 9 1103975 RESIDENCE 1135 CALVES NECK ROAD 2007 feet to the SE 10 0125302 RICH RESIDENCE 1470 HOBART ROAD 2159 feet to the ESE Closed Status Spills(Miscellaneous Spill Causes)--Total Sites—7 Database searched at 1/2 MILE—ASTM required search distance: 1/2 Mile MAP ID FACILITY ID FACILITY NAME FACILITY STREET DISTANCE&DIRECTION 11 9609265 MOBIL GAS STATION MAIN ROAD&YOUNGS AVENUE 178 feet to the ESE* 12 1111572 BURTS RELIABLE 1515 YOUNGS AVE 613 feet to the NW 13 0514994 RESIDENCE 55474 MAIN ROAD 1137 feet to the ENE 14 9000735 QUIETMAN INN RTE 25&HOBART STREET 1350 feet to the ENE 15 1311184 MULLEN MOTORS 55980 RTE 25 1696 feet to the ENE 16 0800634 FARM 2785 YOUNGS AVENUE 1706 feet to the NNW 17 9708994 SPILL NUMBER 9708994 TUCKERS LANE/RTE 25 2566 feet to the SW Petroleum Bulk Storage Sites--Total Sites- 13 Database searched at 1/4 MILE-ASTM required search distance: Property&Adjacent MAP ID FACILITY ID FACILITY NAME FACILITY STREET DISTANCE&DIRECTION 18 NYSF18865 CAPITAL ONE BANK 54375 MAIN RD 0 feet 19 NYSF13479 SOUTHOLD AUTOMOTIVE CORP 54360 MAIN RD 204 feet to the SE 20 NYSF13667 SOUTHOLD AUTOMOTIVE INC RTE 25 MAIN RD 204 feet to the SE 21 NYSF13549 COMMERCIAL BLDG-0013— RAILROAD AVE 572 feet to the NNE 22 NYSF13465 BURTS RELIABLE FUEL CORP 1515 YOUNGS AVE 598 feet to the NNW 23 NYSF13582 SOUTHOLD FREE LIBRARY RTE 25 MAIN RD 673 feet to the WSW 24 NYSF13413 AGWAY SOUTHOLD SITE YOUNGS AVE 763 feet to the NW 25 NYSF13452 SOUTHOLD FIRE DEPT RTE 25 RTE 25 MAIN RD 914 feet to the ENE 26 NYSF13604 SOUTHOLD POST OFFICE 520 TRAVELERS ST 974 feet to the WSW 27 NYSF13458 SCOTTS GARAGE 700 HUMMEL AVE 1069 feet to the NNE 28 NYSF13660 TEL STAR ELECTRONICS 700 HOMMEL AVE 1069 feet to the NNE 29 NYSF13614 THE INK SPOT RTE 25 MAIN RD 1269 feet to the ENE 30 NYSF13698 SOUTHOLD BUDGET PRINTING INC 175 BOISSEAU AVE 1269 feet to the ENE Hazardous Waste Generators,Transporters--Total Sites-5 Database searched at 114 MILE-ASTM required search distance: Property&Adjacent MAP ID FACILITY ID FACILITY NAME FACILITY STREET DISTANCE&DIRECTION 31 NYD986958726 MOBIL OIL CORP SS#LL6 MAIN RD&YOUNG AVE 178 feet to the ESE' 32 NYR000010447 RORY MACNISH 53795 MAIN RD 608 feet to the SW 33 NYD986982809 RORY MACNISH 53795 MAIN ROAD 608 feet to the SW 34 NY0000465344 AGWAY INC 1705 YOUNG AVE 756 feet to the NW 35 NYR000029934 WHITE BARN DETAILING 700 HUMMEL AVE 1034 feet to the NNE Identified Toxic Sites by Proximity 54375 Route 25, Southold, NY 11971 *Compass directions can vary substantially for sites located very close to the subject property address. Approximate Map Distance&Direction Toxic Site Id# Site Name Site Street From Property Category --------------------------------------------------------------------------------------------------------------------------------------------------------------- 4 CAPITAL ONE BANK 54375 MAIN ROAD 0 feet Closed Status Tank Test Failure 18 CAPITAL ONE BANK 54375 MAIN RD 0 feet Petroleum Bulk Storage Site 7 UNKNOWN RTE 25/YOUNGS AVENUE 178 feet to the ESE* Closed Status Spill(Unk/Other Cause) 11 MOBIL GAS STATION MAIN ROAD&YOUNGS AVENUE 178 feet to the ESE* Closed Status Spill(Misc.Spill Cause) 31 MOBIL OIL CORP SS#LL6 MAIN RD&YOUNG AVE 178 feet to the ESE* Hazardous Waste Generator/Transporter 19 SOUTHOLD AUTOMOTIVE CORP 54360 MAIN RD 204 feet to the SE Petroleum Bulk Storage Site 20 SOUTHOLD AUTOMOTIVE INC RTE 25 MAIN RD 204 feet to the SE Petroleum Bulk Storage Site 21 COMMERCIAL BLDG*—OOB ** RAILROAD AVE 572 feet to the NNE Petroleum Bulk Storage Site 22 BURTS RELIABLE FUEL CORP 1515 YOUNGS AVE 598 feet to the NNW Petroleum Bulk Storage Site 32 RORY MACNISH 53795 MAIN RD 608 feet to the SW Hazardous Waste Generator/Transporter 33 RORY MACNISH 53795 MAIN ROAD 608 feet to the SW Hazardous Waste Generator/Transporter 12 BURTS RELIABLE 1515 YOUNGS AVE 613 feet to the NW Closed Status Spill(Misc.Spill Cause) 23 SOUTHOLD FREE LIBRARY RTE 25 MAIN RD 673 feet to the WSW Petroleum Bulk Storage Site 34 AGWAY INC 1705 YOUNG AVE 756 feet to the NW Hazardous Waste Generator/Transporter 24 AGWAY SOUTHOLD SITE YOUNGS AVE 763 feet to the NW Petroleum Bulk Storage Site 5 PAGANO'S PIZZA 53345 MAIN ROAD 899 feet to the WSW Closed Status Tank Test Failure 25 SOUTHOLD FIRE DEPT RTE 25 RTE 25 MAIN RD 914 feet to the ENE Petroleum Bulk Storage Site 26 SOUTHOLD POST OFFICE 520 TRAVELERS ST 974 feet to the WSW Petroleum Bulk Storage Site 35 WHITE BARN DETAILING 700 HUMMEL AVE 1034 feet to the NNE Hazardous Waste Generator/Transporter 8 LINK VESSEL YOUNGS AVE&TOWN CREEK 1066 feet to the SSE Closed Status Spill(Unk/Other Cause) 27 SCOTTS GARAGE 700 HUMMEL AVE 1069 feet to the NNE Petroleum Bulk Storage Site 28 TEL STAR ELECTRONICS 700 HOMMEL AVE 1069 feet to the NNE Petroleum Bulk Storage Site 13 RESIDENCE 55474 MAIN ROAD 1137 feet to the ENE Closed Status Spill(Misc.Spill Cause) 29 THE INK SPOT RTE 25 MAIN RD 1269 feet to the ENE Petroleum Bulk Storage Site 30 SOUTHOLD BUDGET PRINTING INC 175 BOISSEAU AVE 1269 feet to the ENE Petroleum Bulk Storage Site 14 QUIETMAN INN RTE 25&HOBART STREET 1350 feet to the ENE Closed Status Spill(Misc.Spill Cause) 1 SOUTHOLD(ACETYLENE GAS PRODUCTION) 370 HOBART ROAD 1428 feet to the E NYSDEC Inactive Haz Waste Disposal Site 15 MULLEN MOTORS 55980 RTE 25 1696 feet to the ENE Closed Status Spill(Misc.Spill Cause) 16 FARM 2785 YOUNGS AVENUE 1706 feet to the NNW Closed Status Spill(Misc.Spill Cause) 2 SHAY RESIDENCE 52645 MAIN ROAD 1729 feet to the WSW Active Haz Spill(Unknown/Other Cause) 9 RESIDENCE 1135 CALVES NECK ROAD 2007 feet to the SE Closed Status Spill(Unk/Other Cause) 6 SOUTHOLD HIGH SCHOOL OAKLAWN AVENUE 2077 feet to the SW Closed Status Tank Test Failure 10 RICH RESIDENCE 1470 HOBART ROAD 2159 feet to the ESE Closed Status Spill(Unk/Other Cause) 3 TAPLIN RESIDENCE 1610 BOISSEAU AVE 2269 feet to the NNE Closed Status Tank Failure 17 SPILL NUMBER 9708994 TUCKERS LANE/RTE 25 2566 feet to the SW Closed Status Spill(Misc.Spill Cause) Toxics Targeting 1 Mile Radius Map 54375 Route 25 Southold, NY 11971 2 N l YYe 's _7V W E �9 �- - Suffolk County / National Priority List(NPL) 5 YInactive Hazardous Waste Inact.Haz Waste Disp. / r ®Disposal Registry Site N Registry Qualifying I 54375 25 ❑ RCRA Corrective r� Action Facility f_ �a Tugter !c� 9� a . Joclmy Creak Dr 4 Nadc Fbl � Site • Location Waterbody cuaw ve NParhh Dr — — County Railroad Border —_ Tracks � 1 Mile 1/2 Mile Radius Radius — _ = 1/4 Mile — 1/8 Mile RIM Radius Radius 1 0 1/8 1/4 1/2 1 Distance in Mies Toxics Targeting 1/2 Mile Radius Map Excludes Closed Spills / 54375 Route 25 Southold, NY 11971 / N ♦ \ W E S I � Suffolk County / d \ 111 O Delisted NPL Site 5 p CERCLIS Superfund CERCLIS Superfund Non-NFRAP Site NFRAP Site IIouts 25 d Hazardous Waste Treater, ® Storer,Disposer L E Hazardous Substance Solid Waste Waste Disposal Site ® Facility M O Brownfields r Site N 9� r n Active Spill MTBE Gasoline SN. Additive Spill `, Tr(n ��Ba/yRd i \ 9� ♦ �� Site Location Waterbody County Railroad Border Tracks 1 Mile —-• 12 Mile Radius Radius 1/4 Mile — — 1/8 Mile Radius Radius 12 0 1/16 1/8 1/4 1/2 Distance in Mies Toxics Targeting -- 1/2 Mile Radius Map Closed Spills only 54375 Route 25 Southold, NY 11971 / N � s �9 1 `♦ W+ E / \ Suffolk County d r � � 5 ute 25 ,' Ij ' 1 a 10 Closed Spill "v,� ®MTBE Gasoline ♦ N. Additive Spill `♦ �+psi- _�,�, 9g, T Ln /- - \ 9� Site Location Waterbody -— County - Tracks Trcks �- Border acks 1 Mile —-• 12 Mile Radius Radius — _ = 1/4 Mile — — 1/8 Mile Radius Radius 12 0 1/16 1/8 1/4 12 Distance in Mies Toxics Targeting 1/4 Mile Radius Map s a 54375 Route 25 Southold, NY 11971 27 28 ��1 r s5 e N ar + W7r— E 6 21♦� r 24 30 ` A 21 Suffolk County 9� II 18 II u � �I II 54375 Route 25 if � II 20 ° MalorOil Enforcement u II O Storage Facility Docket Facility Chemical Storage Air 33 ® �� 0 Facility Release u Toxic Release ii N '7Wastewater Petroleum Bulk Discharge Storage Facility r o Hazardous Waste ' row ® Generator,Transp. T� O Site f I J Location Waterbody a� s County Railroad Border Tracks 1/4 Mile — — 1/8 Mile Radius Radius 1/4 0 1/8 1/4 Distance in Mies Toxics Targeting 1/4 Mile Closeup Map i 54375 Route 25 Southold, NY 11971 2e ♦27 Ip ,` N � s b ® W E 29*!♦ o �24 ♦ 5 12 X22 2t 7C� 21 Suffolk County XL-111-National Priority Delisted NPL Site List(NPL) O CERCLIS Superfund �} CERCLIS Superfund u >,� II ® Non-NFRAP Site '* # NFRAP Site Inactive Hazardous Waste Inact.Haz Waste Disp. n II ®Disposal Registry Site ' H Registry Qualifying II18 o Hazardous Waste Treater, ❑ RCRA Corrective 54375 Route 25 31 �P II Storer,Disposer " Action Facility ' II7 9 11 Hazardous Substance Solid Waste n 20* 1 m I� Waste Disposal Site ** Facility*" 19 Major Oil Brow fields n 29 O Storage Facility "` O Site*" 2� 33 Chemical Storage Hazardous ♦ 032 0 Facility"' Material Spill " ` Toxic MTBE Gasoline ♦ Release*"* Additive Spill ** Wastewater Petroleum Bulk Discharge *** Storage Facility "* u Enforcement Hazardous Waste Ln Docket Facility " ® Generator,Transp. * Air Release**" Remediation \ _..'. _�.•:� Site Borders \ Site e Location Waterbody County Railroad Border Tracks 1/4 Mile — — 1/8 Mile Radius Radius 1 Mile Search Radius "1/2 Mile Search Radius 1/4 0 1/8 1/4 "'1/4 Mile Search Radius Distance in Mies .. AOL 0 - Section Two: Toxic Site Profiles The heading of each Toxic Site Profile refers to the site's map location and details: • The facility name, address,city,state,and zip code. • Any changes that were made to a site's address in order to map its location. • The site mapping method that was used(see How Sites are Located,at the end of this section for more information). Toxic Site Profiles summarize information provided by site owners or operators and government agencies regarding various toxic chemical activities reported at each site, such as: • Whether chemicals were stored,produced,transported,discharged or disposed of. • The name of chemicals and their Chemical Abstract Series(CAS)numbers. • The amount of chemicals and the units(gallons/pounds)the chemical was measured in. • Whether the site or storage tanks at the site are currently active or inactive. • Special codes used by government agencies to regulate hazardous waste activities at some sites, or a complete description of the codes follows the profiles section. For selected individual chemicals reported at various toxic sites,some potential health effect summary information appears below the site profile. Each potential health effect summary identifies chemicals by name and by Chemical Abstract Series(CAS)Number. An"x" under each potential health effect heading indicates positive toxicity testing results reported by the National Institute of Occupational Safety and Health's Registry of Toxic Effects of Chemical Substances(RTECS). Some chemicals(mostly appearing in profiles of Hazardous Waste facilities), are reported as mixtures,and RTECS health effect information is only available for individual chemicals. In addition,RTECS only provides information on approximately 100,000 common chemicals. Consequently,the absence of potential health effect summary information for a particular chemical identified in a Toxic Site Profile does not necessarily mean that the chemical does not pose potential health effects. The Maximum Contaminant Level(MCL)in drinking water allowed for selected chemicals is also noted. In most cases,the only applicable MCL has been set by the New York State Department of Health(NYSDOH). Where NYSDOH has not set an MCL,the federal standard, if one exists, is listed and is marked by an asterisk. Presented below are column headings that describe the health effect definitions used in RTECS and applicable New York State and federal drinking water standards. Reference sources for information presented in this section are also provided. ACUTE TOX: Acute Toxicity: Short-term exposure to this chemical can cause lethal and non-lethal toxicity effects not included in the following four categories. TUMOR TOX: Tumorigenic Toxicity: The chemical can cause an increase in the incidence of tumors. MUTAG TOX: Mutagenic Toxicity: The chemical can cause genetic alterations that are passed from one generation to the next. REPRO TOX: Reproductive Toxicity: May signify one of the following effects: maternal effects, paternal effects,effects on fertility,effects on the embryo or fetus, specific developmental abnormalities,tumorigenic effects,or effects on the newborn(only positive reproductive effects data for mammalian species are referenced). IRRIT TOX: Primary Irritant: The chemical can cause eye or skin irritation. MCL: Drinking Water Standard-Maximum Contaminant Level(MCL)listed under Drinking Water Supplies, 10 NYCRR Part 5, Subparts 1.51(f),(g), and(h)for NYDOH MCL's and under the Safe Drinking Water Act,40 CFR 141, Subparts B and G,(* indicates value for total trihalomethanes)for federal MCL's. Reference Source for Toxicity Information: Registry of Toxic Effects of Chemical Substances(RTECS),NIOSH(on-line database);For further information,contact:NIOSH,4676 Columbia Parkway, Cincinnati,OH,45226, 800/35-NIOSH. Reference Source for Drinking Water Standards: New York State Department of Health, Bureau of Toxic Substances Assessment, 2 University Place, Room 240,Albany,NY 12203, 518/458-6373. U.S. Environmental Protection Agency,Office of Drinking Water,401 M St SW,Mailstop WH-556, Washington, DC,20460, 202/260-5700. Inactive Hazardous Waste Disposal Site Classifications: 1 --Causing or presenting an imminent danger of causing irreversible or irreparable damage to the public health or the environment--immediate action required; 2--Significant threat to the public health or environment--action required; 3--Does not Present a significant threat to the environment or public health--action may be deferred; 4--Site properly closed--requires continued management; 5--Site properly closed,no evidence of present or potential adverse impact--no further action required; 2a--This temporary classification has been assigned to sites where there is inadequate data to assign them to the five classifications specified by law; A--Work underway and not yet complete; P-- Potential Site; DI,2,3--Delisted Site(1:hazardous waste not found;2:remediated;3:consolidated site or site incorrectly listed); C--Remediation Complete(formerly 132). Copyright 2018 Toxics Targeting, Inc. April 10, 2018 54375 Route 25 Page 1 NO NATIONAL PRIORITIES LIST(NPL) SITES IDENTIFIED WITHIN 1 MILE SEARCH RADIUS Copyright 2018 Toxics Targeting, Inc. April 10, 2018 54375 Route 25 Page 2 INACTIVE HAZ WASTE DISPOSAL REGISTRY OR REGISTRY-QUALIFYING SITES IDENTIFIED WITHIN 1 MILE SEARCH RADIUS PLEASE NOTE: *Compass directions can vary substantially for sites located very close to the subject property address. Map Identification Number 1 SOUTHOLD(ACETYLENE GAS PRODUCTION) Facility Id: 152218 ® 370 HOBART ROAD SOUTHOLD, NY 11971 TT-Id: 120A-0008-861 MAP LOCATION INFORMATION ADDRESS CHANGE INFORMATION Site location mapped by: MAP COORDINATE(1) Revised street: NO CHANGE Approximate distance from property: 1428 feet to the E Revised zip code: NO CHANGE wwww++w+++www+wwwwwwwwwwwwww+w+wwwwwwwwwwwwwwwwwwww+ww++++++wwww+ww+ww+ww+w+ww++ww++www++ww+ww+++wwwwwwwwxwwwww+wwwwwwwwwwww+w+++w++w+++w+w++++++w++++++++w+w+++++++++++++++++w++++w+++++w+www+wwww NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DIVISION OF ENVIRONMENTAL REMEDIATION INACTIVE HAZARDOUS WASTE DISPOSAL SITE INFORMATION SITE CODE: 152218 CLASSIFICATION CODE: N REGION: 1 DEC ID: 386431 CLASSIFICATION CODE DESCRIPTION: No further action NAME OF SITE: Southold (Acetylene Gas Production) STREET ADDRESS: 370 Hobart Road TOWN: Southold CITY: Southold ZIP: 11971 COUNTY: Suffolk ESTIMATED SIZE: 0.21 Acre SITE TYPE: Dump- Structure- Lagoon- Landfill- Treatment Pond- INSTITUTIONAL/ENGINEERING CONTROLS: None reported CROSS REFERENCES: None reported SITE OWNER/OPERATOR/REPOSITORY INFORMATION: None reported HAZARDOUS WASTE DISPOSAL PERIOD: Copyright 2018 Toxics Targeting, Inc. April 10, 2018 54375 Route 25 Page 3 SITE DESCRIPTION: National Grid has entered into a administrative consent order with the NYSDEC to evaluate environmental conditions at a number of non-MPG gas sites in NYC and LI. Site Location: The Southold acetylene gas facility site is located at 370 Hobart Road, Southold, Suffolk County. Site Features: The Site, which encompasses approximately 0.21 acres, is privately owned and includes a two-story family house and single bay garage. The rest of the property is covered with grasses, shrubs and several trees. The property is bounded by privately owned properties in a residential community. Immediately to the south of the Site is a palustrine wetland with standing water impounded by a culvert which connects to Town Creek, an irregularly flooded estuarine wetland. Current Zoning/Use(s) : The property is zoned residential and has been residential since at least 1947. Historical Use(s) and Source(s) of Contamination: The acetylene manufacturing facility, which was operated by the Southold Lighting Company (SLC) from 1906 to 1921, produced acetylene gas for the surrounding community. Long Island Lighting Company (LILCO) purchased the property from SLC in 1922. Historic records indicate the acetylene plant had ceased operations by the end of 1922. Site Geology/Hydrogeology: Depth to groundwater at the site is approximately 6 feet below grade. The apparent groundwater flow direction is south/southeast. The field work associated with the approved Site Characterization (SC) work plan was completed in mid 2008. A supplemental investigation was completed in September 2009. The SC report was approved in September 2011. The Department issued a release letter to National Grid on October 26, 2011. CONFIRMED HAZARDOUS WASTE DISPOSED: None reported ASSESSMENT OF ENVIRONMENTAL PROBLEMS: Nature and Extent of Contamination: The findings of the Site Characterization (SC) that was conducted at the site revealed that a number of organic and inorganic compounds are present at the site in surface soil and subsurface soil at levels that exceed the Residential SCOs. Certain polycyclic aromatic hydrocarbons (PAHs) , arsenic, chromium, and mercury were present at levels above Residential SCOs in a limited number of surface and subsurface soil samples. These exceedances are located in areas of fill material and appear not to be related to the former acetylene gas production/storage operations. Areas of spent lime have been determined to exist in the shallow sub-surface soils throughout the site. The spent lime is the waste product associated with the acetylene production process. The lime is considered non-hazardous. Groundwater contained relatively few detections of any contaminants. The pH of the groundwater below the property is elevated (10.92) due to the spent waste lime that has been historical disposed of on the site. Volatile organic compounds (VOCs) were detected in indoor air and, to a lesser degree, in subslab soil vapor, at elevated levels. VOC levels in indoor air were generally higher than the levels in sub-slab soil vapor, indicating that soil vapor intrusion is not occurring. Soil vapor outside the house contained several VOCs. It appears the source of the VOCs is not related to historic acetylene gas production operations. Some contaminants of potential concern (COPCs) exceeded the Protection of Ecology SCOs. However, the NYSDEC Decision Key (to determine the need for further ecological investigation) concluded that a Fish and Wildlife Impact Assessment is unnecessary, because there is no receptor population or habitat that would be affected by the chemicals in surface soil. ASSESSMENT OF HEALTH PROBLEMS: Copyright 2018 Toxics Targeting, Inc. April 10, 2018 54375 Route 25 Page 4 None provided PROJECT COMPLETIONS: Operable Unit 01 - Non-MGP Gas Site PROJECT DESCRIPTION END DATE STATUS Site Characterization 09/30/2011 Actual The New York State Department of Environmental Conservation has not publicly updated the following fields since 2003: ANALYTICAL DATA AVAILABLE FOR: Air- Surface Water- Groundwater- Soil- Sediment- APPLICABLE STANDARDS EXCEEDED IN: Groundwater- Drinking Water- Surface Water- Air- GEOTECHNICAL INFORMATION: SOIL/ROCK TYPE: GROUNDWATER DEPTH: LEGAL ACTION: Type: State- Federal- STATUS: Negotiation in Progress- Order Signed- REMEDIAL ACTION: Proposed- Under Design- In Progress- Completed- NATURE OF ACTION: AOL Awk AOL AOL Aek AIL A11111111111111k Am - Copyright 2018 Toxics Targeting, Inc. April 10, 2018 54375 Route 25 Page 5 NO RCRA CORRECTIVE ACTION SITES IDENTIFIED WITHIN 1 MILE SEARCH RADIUS 1? Copyright 2018 Toxics Targeting, Inc. April 10, 2018 54375 Route 25 Page 6 impNO CERCLIS SUPERFUND SITES IDENTIFIED WITHIN 1/2 MILE SEARCH RADIUS Copyright 2018 Toxics Targeting, Inc. April 10, 2018 54375 Route 25 Page 7 ftNO BROWNFIELDS SITES IDENTIFIED WITHIN 1/2 MILE SEARCH RADIUS Copyright 2018 Toxics Targeting, Inc. April 10, 2018 54375 Route 25 Page 8 NO SOLID WASTE FACILITIES IDENTIFIED WITHIN 112 MILE SEARCH RADIUS — AOL aL Agk Ank Am Am Ak • 0 Ah Ah • s Copyright 2018 Toxics Targeting, Inc. April 10,2018 54375 Route 25 Page 9 NO HAZARDOUS WASTE TREATMENT/STORAGE/DISPOSERS IDENTIFIED WITHIN THE 112 MILE SEARCH RADIUS Copyright 2018 Toxics Targeting, Inc. April 10, 2018 54375 Route 25 Page 10 NO ACTIVE TANK FAILURES IDENTIFIED WITHIN 112 MILE SEARCH RADIUS Awk Ask Am 'disk 'dd1k ANN, A� Adak Adik Amk AML Awk AM. AML AM Affil AM Copyright 2018 Toxics Targeting, Inc. April 10, 2018 54375 Route 25 Page 11 0 NO ACTIVE TANK TEST FAILURES IDENTIFIED WITHIN 112 MILE SEARCH RADIUS Copyright 2018 Toxics Targeting, Inc. April 10, 2018 54375 Route 25 Page 12 ACTIVE UNKNOWN CAUSE SPILLS AND OTHER CAUSE SPILLS IDENTIFIED WITHIN 1/2 MILE SEARCH RADIUS PLEASE NOTE: 'Compass directions can vary substantially for sites located very close to the subject property address. Map Identification Number 2 SHAY RESIDENCE Spill Number: 1706380 Close Date: 52645 MAIN ROAD SOUTHOLD, NY TT-Id: 520A-0336-426 MAP LOCATION INFORMATION ADDRESS CHANGE INFORMATION Site location mapped by: MANUAL MAPPING(3) Revised street: NO CHANGE Approximate distance from property: 1729 feet to the WSW Revised zip code: 11971 Source of Spill: PRIVATE DWELLING Spiller: JOHN SHAY- SHAY RESIDENCE Spiller Phone: Notifier Type. Other Notifier Name: Notifier Phone: Caller Name: Caller Agency: Caller Phone: DEC Investigator: JAFRADUA Contact for more spill info: KEN WATSON Contact Person Phone: (631)455-1905 --------------------------------------------------------------------------------------------------------------------------------------------- Category: Known petroleum or hazardous material release with minimal potential for fire/explosion(indoors or outdoors), drinking water contamination, or releases to surface waters. Class: Willing RP- DEC Field Response-Corrective Action Initiated,Taken Over, or Completed by RP or Other Agency --------------------------------------------------------------------------------------------------------------------------------------------- Spill Date Date Cleanup Ceased Cause of Spill Meets Cleanup Standards Penalty Recommended 09/30/2017 UNKNOWN NO NO --------------------------------------------------------------------------------------------------------------------------------------------- Material Material Quantity Quantity Resource(s) Spilled Class Spilled Units Recovered Units Affected #2 FUEL OIL PETROLEUM 0 GALLONS 0 GALLONS SOIL --------------------------------------------------------------------------------------------------------------------------------------------- Caller Remarks: clean up pending insurance --------------------------------------------------------------------------------------------------------------------------------------------- DEC Investigator Remarks: 10/03/2017 FILE ASSIGNED AEk 1� AL 14W MV Mr VF MW qW WIRW Copyright 2018 Toxics Targeting, Inc. April 10, 2018 54375 Route 25 Page 13 10/2/2017 12:00 Brian D. t/c to Ken Watson, No answer 13:26 Brian D.t/c to Ken Watson, Left Message 10/03/17 1000 Hrs(A): Called Watson-he said this involves a potential property transaction. He believes there is a closing date but does not know the date. 10/03/17 1000 Hrs(B): He performed soil borings around a 275gal tank for the seller, and measured a maximum PID reading of approximately 40ppm The house has public water. 10/03/17 1000 Hrs(C): DEC directed Watson to call back tomorrow to determine who had been assigned to the case. DR 10/03/17 1020 Hrs: Checked the USGS Depth To Water(DTW)map- it appears the DTW is approximately 25-35ft. DR Copyright 2018 Toxics Targeting, Inc. April 10, 2018 54375 Route 25 Page 14 NO ACTIVE HAZARDOUS SPILLS -MISC. SPILL CAUSES - EQUIPMENT FAILURE, HUMAN ERROR, TANK OVERFILL, DELIBERATE SPILL, TRAFFIC ACCIDENT, HOUSEKEEPING, ABANDONED DRUM, VANDALISM AND STORMS -IDENTIFIED WITHIN 1/2 MILE SEARCH RADIUS. Copyright 2018 Toxics Targeting, Inc. April 10, 2018 54375 Route 25 Page 15 CLOSED STATUS TANK FAILURES IDENTIFIED WITHIN 112 MILE SEARCH RADIUS PLEASE NOTE: "Compass directions can vary substantially for sites located very close to the subject property address. Map Identification Number 3 TAPLIN RESIDENCE Spill Number: 9314230 Close Date: 06/14/1994 ® 1610 BOISSEAU AVE SOUTHOLD, NY TT-Id: 520A-0167-484 MAP LOCATION INFORMATION ADDRESS CHANGE INFORMATION Site location mapped by: MANUAL MAPPING(4) Revised street: NO CHANGE Approximate distance from property: 2269 feet to the NNE Revised zip code: 11971 Source of Spill: PRIVATE DWELLING Spiller: GIFFORDS Spiller Phone: (516)765-6359 Notifier Type: Responsible Party Notifier Name: Notifier Phone: Caller Name: LAURA TUTHILL Caller Agency: GIFFORDS Caller Phone: (516)576-0254 DEC Investigator: BPAUSTIN Contact for more spill info: Contact Person Phone: --------------------------------------------------------------------------------------------------------------------------------------------- Category: Known petroleum or hazardous material release with minimal potential for fire/explosion(indoors or outdoors), drinking water contamination, or releases to surface waters. Class: Willing RP- DEC Field Response-Corrective Action Initiated, Taken Over, or Completed by RP or Other Agency --------------------------------------------------------------------------------------------------------------------------------------------- Spill Date Date Cleanup Ceased Cause of Spill Meets Cleanup Standards Penalty Recommended 03/05/1994 06/14/1994 TANK FAILURE UNKNOWN NO --------------------------------------------------------------------------------------------------------------------------------------------- Material Material Quantity Quantity Resource(s) Spilled Class Spilled Units Recovered Units Affected #2 FUEL OIL PETROLEUM 1.00 GALLONS 0.00 GALLONS SOIL --------------------------------------------------------------------------------------------------------------------------------------------- Caller Remarks: AT TAPLIN RESIDENCE, DRIVER OVERFILLED TANK&CLEANED UP, --------------------------------------------------------------------------------------------------------------------------------------------- DEC Investigator Remarks. Prior to Sept, 2004 data translation this spill Lead_DEC Field was AUSTIN 06/14/94: PER MR TUPLIN, HE CANNOT FIND ANY EVIDENCE OF A SPILL NEAR FILL&VENT, A/G TANK IN BASEMENT. Copyright 2018 Toxics Targeting, Inc. April 10, 2018 54375 Route 25 Page 16 CLOSED STATUS TANK TEST FAILURES IDENTIFIED WITHIN 112 MILE SEARCH RADIUS PLEASE NOTE 'Compass directions can vary substantially for sites located very close to the subject property address. Map Identification Number 4 CAPITAL ONE BANK Spill Number: 1007980 Close Date: 09/05/2012 54375 MAIN ROAD SOUTHOLD, NY TT-Id: 520A-0259-657 MAP LOCATION INFORMATION ADDRESS CHANGE INFORMATION Site location mapped by: MANUAL MAPPING(4) Revised street: 54375 MAIN RD Approximate distance from property: 0 feet Revised zip code: 11971 Source of Spill: COMMERCIAUINDUSTRIAL Spiller: SCOTT HANNON -CAPITAL ONE BANK Spiller Phone: Notifier Type: Tank Tester Notifier Name: Notifier Phone: Caller Name: Caller Agency: Caller Phone: DEC Investigator: hmcirrit Contact for more spill info: SAL MANGIA(CAPITAL ONE) Contact Person Phone: (646)733-6468 --------------------------------------------------------------------------------------------------------------------------------------------- Category: Known or probable release,where,without action,there is a potential for a fire/explosion hazard(indoors or outdoors), contamination of drinking water supplies, or significant release to surface waters. Class: Willing RP- DEC Field Response-Corrective Action Initiated,Taken Over, or Completed by RP or Other Agency --------------------------------------------------------------------------------------------------------------------------------------------- Spill Date Date Cleanup Ceased Cause of Spill Meets Cleanup Standards Penalty Recommended 10/28/2010 TANK TEST FAILURE NO NO --------------------------------------------------------------------------------------------------------------------------------------------- Material Material Quantity Quantity Resource(s) Spilled Class Spilled Units Recovered Units Affected #2 FUEL OIL PETROLEUM 0 UNKNOWN 0 UNKNOWN SOIL --------------------------------------------------------------------------------------------------------------------------------------------- Caller Remarks: above product line-unsure of exact location -retest pending excavation possibly --------------------------------------------------------------------------------------------------------------------------------------------- DEC Investigator Remarks: 10/28/10 1430 Hrs(A): Called Mangia to obtain the contact name/phone/address for Capital One in order to send DEC's 3-option letter. Copyright 2018 Toxics Targeting, Inc. April 10, 2018 54375 Route 25 Page 17 10/28/10 1430 Hrs(B): HE SAID IT IS HIS UNDERSTANDING AS PER JASON OF F&N THAT THIS IS A SECOND TEST-A TEST ON 9/23 WAS INCONCLUSIVE . 10/28/10 1430 Hrs(C): DEC INFORMED HIM WE COULD NOT FIND A PRIOR REPORT FOR THIS ADDRESS. DR SCHD covering removal on August 29, 2012. TANK REMOVED, NO CONTAMINATION FOUND, SCHD ON SITE FOR REMOVAL Map Identification Number 5 PAGANO'S PIZZA Spill Number: 0009208 Close Date: 06/20/2001 53345 MAIN ROAD SOUTHOLD, NY TT-Id: 520A-0174-188 MAP LOCATION INFORMATION ADDRESS CHANGE INFORMATION Site location mapped by: MANUAL MAPPING(3) Revised street: NO CHANGE Approximate distance from property: 899 feet to the WSW Revised zip code: 11971 Source of Spill: INSTITUTIONAL, EDUC, GOV, OTHER Spiller: PARVIS FARAHAZD-PAGANO'S PIZZA Spiller Phone: (631)689-1085 Notifier Type: Tank Tester Notifier Name: JERRY CURTIN Notifier Phone: (516)678-5115 Caller Name: JERRY CURTIN Caller Agency: DRY AS A BONE Caller Phone: (516)678-5115 DEC Investigator: T/T/F Contact for more spill info: PARVIS FARAHAZD Contact Person Phone: (631)689-1085 --------------------------------------------------------------------------------------------------------------------------------------------- Category: Known or probable release,where,without action, there is a potential for a fire/explosion hazard (indoors or outdoors), contamination of drinking water supplies, or significant release to surface waters. Class: Willing RP - DEC Field Response-Corrective Action Initiated, Taken Over, or Completed by RP or Other Agency --------------------------------------------------------------------------------------------------------------------------------------------- Spill Date Date Cleanup Ceased Cause of Spill Meets Cleanup Standards Penalty Recommended 11/09/2000 TANK TEST FAILURE YES NO --------------------------------------------------------------------------------------------------------------------------------------------- NO MATERIAL INFORMATION GIVEN FOR THIS SPILL --------------------------------------------------------------------------------------------------------------------------------------------- TANK TEST INFORMATION Tank Number Tank Size Tank Test Method Leak Rate Gross Leak or Failure 1 550 Horner EZ Check I or II 0.00 FAIL --------------------------------------------------------------------------------------------------------------------------------------------- Caller Remarks: NO REMARKS GIVEN FOR THIS SPILL --------------------------------------------------------------------------------------------------------------------------------------------- DEC Investigator Remarks: NO DEC INVESTIGATOR REMARKS GIVEN FOR THIS SPILL. Copyright 2018 Toxics Targeting, Inc. April 10, 2018 54375 Route 25 Page 18 Map Identification Number 6 SOUTHOLD HIGH SCHOOL Spill Number: 8710646 Close Date: 11/30/2011 ® OAKLAWN AVENUE SOUTHOLD, NY TT-Id: 520A-0163-939 MAP LOCATION INFORMATION ADDRESS CHANGE INFORMATION Site location mapped by: MANUAL MAPPING(2) Revised street: NO CHANGE Approximate distance from property: 2077 feet to the SW Revised zip code: 11971 Source of Spill: INSTITUTIONAL, EDUC, GOV, OTHER Spiller: SOUTHOLD HIGH SCHOOL Spiller Phone: (516)765-5400 Notifier Type: Tank Tester Notifier Name: Notifier Phone: Caller Name: NANCY Caller Agency: G&M DEGE Caller Phone: (516)475-1450 DEC Investigator: NJACAMPO Contact for more spill info: Contact Person Phone: --------------------------------------------------------------------------------------------------------------------------------------------- Category: Known petroleum or hazardous material release with minimal potential for fire/explosion(indoors or outdoors), drinking water contamination, or releases to surface waters. Class: Willing RP- DEC Field Response-Corrective Action Initiated, Taken Over, or Completed by RP or Other Agency --------------------------------------------------------------------------------------------------------------------------------------------- Spill Date Date Cleanup Ceased Cause of Spill Meets Cleanup Standards Penalty Recommended 03/21/1988 TANK TEST FAILURE NO NO --------------------------------------------------------------------------------------------------------------------------------------------- Material Material Quantity Quantity Resource(s) Spilled Class Spilled Units Recovered Units Affected #2 FUEL OIL PETROLEUM 0 GALLONS 0 GALLONS GROUNDWATER --------------------------------------------------------------------------------------------------------------------------------------------- TANK TEST INFORMATION Tank Number Tank Size Tank Test Method Leak Rate Gross Leak or Failure Unknown 0.00 UNKNOWN --------------------------------------------------------------------------------------------------------------------------------------------- Caller Remarks: 5000 GAL LEAK UNTESTABLE GROSS IN PIPE.WILL UNCOVER ON 3/22 RETEST POSSIBLY ABANDONED LINE --------------------------------------------------------------------------------------------------------------------------------------------- DEC Investigator Remarks: Prior to Sept,2004 data translation this spill Lead_DEC Field was ACAMPORA WELL Copyright 2018 Toxics Targeting, Inc. April 10, 2018 54375 Route 25 Page 19 CLOSED STATUS UNKNOWN CAUSE SPILLS AND OTHER CAUSE SPILLS IDENTIFIED WITHIN 1/2 MILE SEARCH RADIUS PLEASE NOTE: *Compass directions can vary substantially for sites located very close to the subject property address. Map Identification Number 7 UNKNOWN Spill Number: 8700300 Close Date: 04/1311987 ® RTE 25/YOUNGS AVENUE SOUTHOLD, NY TT-Id: 520A-0167-483 MAP LOCATION INFORMATION ADDRESS CHANGE INFORMATION Site location mapped by: ADDRESS MATCHING Revised street: MAIN RD/YOUNGS AVE Approximate distance from property: 178 feet to the ESE* Revised zip code: 11971 Source of Spill: COMMERCIAL VEHICLE Spiller: UNK Spiller Phone: Notifier Type: Police Department Notifier Name: Notifier Phone: Caller Name: Caller Agency: Caller Phone: DEC Investigator: WALEK Contact for more spill info: Contact Person Phone: --------------------------------------------------------------------------------------------------------------------------------------------- Spill Date Date Cleanup Ceased Cause of Spill Meets Cleanup Standards Penalty Recommended 04/10/1987 04/13/1987 UNKNOWN UNKNOWN NO --------------------------------------------------------------------------------------------------------------------------------------------- Material Material Quantity Quantity Resource(s) Spilled Class Spilled Units Recovered Units Affected UNKNOWN PETROLEUM PETROLEUM 0 GALLONS 0 GALLONS SOIL --------------------------------------------------------------------------------------------------------------------------------------------- Caller Remarks: POSSIBLY A VEHICLE LEAKING DIESEL FUEL ON ROAD.4/13/87 STORM DRAINS CLEAN. --------------------------------------------------------------------------------------------------------------------------------------------- DEC Investigator Remarks. Prior to Sept, 2004 data translation this spill Lead-DEC Field was WALEK FD / / : POLICE DEPT. CALLED DOT TO SAND. Copyright 2018 Toxics Targeting, Inc. April 10, 2018 54375 Route 25 Page 20 FILE HAS BEEN DESTROYED ACCORDING TO STATE ARCHIVE AND RECORD ADMINISTRATOR RETENTION/DISPOSAL PROCEDURES Map Identification Number 8 UNK VESSEL Spill Number: 9913263 Close Date: 02/23/2000 ® YOUNGS AVE&TOWN CREEK SOUTHOLD, NY TT-Id: 520A-0340-621 MAP LOCATION INFORMATION ADDRESS CHANGE INFORMATION Site location mapped by: MANUAL MAPPING(5) Revised street: YOUNGS AVE/TOWN CREEK Approximate distance from property: 1066 feet to the SSE Revised zip code: 11971 Source of Spill: VESSEL Spiller: UNK Spiller Phone: Notifier Type: Citizen Notifier Name: REFUSED Notifier Phone: (000)000-0000 Caller Name: REFUSED Caller Agency: CITIZEN Caller Phone: (000)000-0000 DEC Investigator: UNASSIGNED Contact for more spill info: NONE Contact Person Phone: (000)000-0000 --------------------------------------------------------------------------------------------------------------------------------------------- Category: Known petroleum or hazardous material release with minimal potential for fire/explosion(indoors or outdoors), drinking water contamination, or releases to surface waters. Class: Willing RP- DEC Field Response-Corrective Action Initiated, Taken Over, or Completed by RP or Other Agency --------------------------------------------------------------------------------------------------------------------------------------------- Spill Date Date Cleanup Ceased Cause of Spill Meets Cleanup Standards Penalty Recommended 02/23/2000 OTHER YES NO --------------------------------------------------------------------------------------------------------------------------------------------- Material Material Quantity Quantity Resource(s) Spilled Class Spilled Units Recovered Units Affected UNKNOWN PETROLEUM PETROLEUM 0 GALLONS 0 GALLONS SURFACE WATER --------------------------------------------------------------------------------------------------------------------------------------------- Caller Remarks caller says that a couple of months ago a boat sunk in youngs creek and today he can see product leaking out --------------------------------------------------------------------------------------------------------------------------------------------- DEC Investigator Remarks: Prior to Sept, 2004 data translation this spill Lead_DEC Field was NONE TELECON WITH SOUTHOLD PD, THEY WILL INVESTIGATE AND CALL BACK. OPERATOR#15, BOAT HAS BEEN THERE FOR 2 MONTHS AND IS NOT LEAKING. NO RESPONSE Copyright 2018 Toxics Targeting, Inc. April 10, 2018 54375 Route 25 Page 21 Map Identification Number 9 RESIDENCE Spill Number: 1103975 Close Date: 07/28/2011 1135 CALVES NECK ROAD SOUTHOLD, NY TT-Id. 520A-0264-260 MAP LOCATION INFORMATION ADDRESS CHANGE INFORMATION Site location mapped by: MANUAL MAPPING(3) Revised street. NO CHANGE Approximate distance from property: 2007 feet to the SE Revised zip code: 11971 Source of Spill: PRIVATE DWELLING Spiller: UNKNOWN Spiller Phone: Notifier Type: Other Notifier Name. Notifier Phone: Caller Name: Caller Agency: Caller Phone: DEC Investigator: bxdonova Contact for more spill info: KEN WATSON Contact Person Phone: (631)455-1905 --------------------------------------------------------------------------------------------------------------------------------------------- Category: Known petroleum or hazardous material release with minimal potential for fire/explosion(indoors or outdoors), drinking water contamination, or releases to surface waters. Class: Willing RP- DEC Field Response-Corrective Action Initiated, Taken Over, or Completed by RP or Other Agency --------------------------------------------------------------------------------------------------------------------------------------------- Spill Date Date Cleanup Ceased Cause of Spill Meets Cleanup Standards Penalty Recommended 06/29/2011 UNKNOWN N O NO --------------------------------------------------------------------------------------------------------------------------------------------- Material Material Quantity Quantity Resource(s) Spilled Class Spilled Units Recovered Units Affected #2 FUEL OIL PETROLEUM 0 UNKNOWN 0 UNKNOWN --------------------------------------------------------------------------------------------------------------------------------------------- Caller Remarks: 1215 THE CALLER ADVISED DISPATCH HE WAS CONTACTED AS AN INSPECTOR FOR A SHORT SALE OF A PROPERTY. THE SPILL WAS DISCOVERED UNKNOWN CAUSE. THE CLEAN UP IS PENDING. --------------------------------------------------------------------------------------------------------------------------------------------- DEC Investigator Remarks: 07/11/11 1220 Hrs(A): Called Watson-THE OWNER HAD DIED A FEW YEARS AGO, AND THIS IS AN ESTATE . HE WAS WORKING FOR A POTENTIAL BUYER. 07/11/11 1220 Hrs(B): The tank has apparently been unused since the owner died. He performed some soil borings around the tank, and noticed a light fuel oil odor and measured PID readings of approximately 10ppm around the fill pipe. He is awaiting further direction from his client and the property owner. 07/11/11 1220 Hrs(C): DEC directed him to call back later this week with an update, and to determine who had been assigned to the case. DR *Clearview hired to investigate the presence of UST's at the site. **Surface contamination was found near the in service 550 UST. The contamination was excavated. ***A possible former tank was found with a metal detector. If it is a tank, it is not in Copyright 2018 Toxics Targeting, Inc. April 10, 2018 54375 Route 25 Page 22 service. Soil borings could not be performed due to structural concerns. Condition and potential releases from this are unknown. Map Identification Number 10 RICH RESIDENCE Spill Number: 0125302 Close Date: 12/30/2005 1470 HOBART ROAD SOUTHOLD, NY TT-Id: 520A-0158-571 MAP LOCATION INFORMATION ADDRESS CHANGE INFORMATION Site location mapped by: MANUAL MAPPING(3) Revised street: 1470 HOBART AVE Approximate distance from property: 2159 feet to the ESE Revised zip code: 11971 Source of Spill: UNKNOWN Spiller: UNKNOWN Spiller Phone: Notifier Type: Affected Persons Notifier Name: MS. RICH Notifier Phone: Caller Name: JEFF VERYZER Caller Agency: SCDH Caller Phone: (516)853-2251 DEC Investigator: JEHAAS Contact for more spill info: MS RICH Contact Person Phone: --------------------------------------------------------------------------------------------------------------------------------------------- Category: Known release which created a fire/explosion hazards(inside or outdoors), drinking water supply contamination, or significant releases to surface waters. Class: Unknown RP- DEC Field Response-DEC Corrective Action Required --------------------------------------------------------------------------------------------------------------------------------------------- Spill Date Date Cleanup Ceased Cause of Spill Meets Cleanup Standards Penalty Recommended 10/04/2001 UNKNOWN NO NO --------------------------------------------------------------------------------------------------------------------------------------------- Material Material Quantity Quantity Resource(s) Spilled Class Spilled Units Recovered Units Affected #2 FUEL OIL PETROLEUM 0 GALLONS 0 GALLONS GROUNDWATER MTBE(METHYL-TERT-BUTYL ETHER) HAZARDOUS MATERIAL 0 UNKNOWN 0 UNKNOWN --------------------------------------------------------------------------------------------------------------------------------------------- Caller Remarks: MTBE DETECTED IN A PRIVATE DRINKING WATER SUPPLY WELL AT 12 UG/I. NYSDEC TO INVESTIGATE. --------------------------------------------------------------------------------------------------------------------------------------------- DEC Investigator Remarks: Prior to Sept, 2004 data translation this spill Lead_DEC Field was HAAS CWELL 01-164 A PRIVATE SUPPLY WELL WAS IMPACTED BY 12 MICROGRAMS PER LITER OF MTBE. MONITORING OF A WHFS AND INVESTIGATION OF ANOTHER CONTAMINATED WELL IN THE VICINITY REVEALED THAT CONTAMINATION WAS TRANSIENT AND TEMPORALLY LIMITED. NO OTHER WELL THREATENED DO TO HYDRO GEOLOGIC SETTING. THE LIKELIHOOD OF SUCCESSFULLY IDENTIFYING THE SOURCE OF THE CONTAMINATION WAS DEEMED REMOTE AND THEREFORE THE COST OF ADDITIONAL INVESTIGATION WAS DEEMED UNWARRANTED. CONSEQUENTLY, THE PRP WILL REMAIN UNKNOWN AND THE CASE IS TO BE CLOSED Copyright 2018 Toxics Targeting, Inc. April 10, 2018 54375 Route 25 Page 23 CLOSED STATUS HAZARDOUS SPILLS -MISC. SPILL CAUSES -EQUIPMENT FAILURE, HUMAN ERROR, TANK OVERFILL, DELIBERATE SPILL, TRAFFIC ACCIDENT, HOUSEKEEPING, ABANDONED DRUM, VANDALISM AND STORMS - WITHIN 1/2 MILE SEARCH RADIUS. PLEASE NOTE: *Compass directions can vary substantially for sites located very close to the subject property address. Map Identification Number 11 MOBIL GAS STATION Spill Number: 9609265 Close Date: 11/26/2013 IV MAIN ROAD&YOUNGS AVENUE SOUTHOLD, NY 11971 TT-Id: 520A-0162-697 MAP LOCATION INFORMATION ADDRESS CHANGE INFORMATION Site location mapped by: ADDRESS MATCHING Revised street: MAIN ROAD/YOUNGS AVENUE Approximate distance from property: 178 feet to the ESE* Revised zip code: NO CHANGE Source of Spill: GASOLINE STATION OR PBS FACILITY Spiller: MIKE LAMARRE- MOBIL OIL CORPORATION Spiller Phone: (800)446-7270 ext. ext: 331 Notifier Type: Other Notifier Name: CHRIS POOLE Notifier Phone: (516)694-4040 Caller Name JOANNA SCHLEGEL Caller Agency: LANDTECH REMEDIAL Caller Phone: (516)694-4040 DEC Investigator: CAENGELH Contact for more spill info: Contact Person Phone: (516)765-5156 --------------------------------------------------------------------------------------------------------------------------------------------- Category: Known or probable release,where,without action,there is a potential for a fire/explosion hazard(indoors or outdoors), contamination of drinking water supplies, or significant release to surface waters. Class: Willing RP - DEC Field Response-Corrective Action Initiated, Taken Over, or Completed by RP or Other Agency --------------------------------------------------------------------------------------------------------------------------------------------- Spill Date Date Cleanup Ceased Cause of Spill Meets Cleanup Standards Penalty Recommended 10/09/1996 HOUSEKEEPING NO NO --------------------------------------------------------------------------------------------------------------------------------------------- Material Material Quantity Quantity Resource(s) Spilled Class Spilled Units Recovered Units Affected GASOLINE PETROLEUM 0 GALLONS 0 GALLONS SOIL MTBE(METHYL-TERT-BUTYL ETHER) HAZARDOUS MATERIAL 0 UNKNOWN 0 UNKNOWN SOIL --------------------------------------------------------------------------------------------------------------------------------------------- Caller Remarks: SOIL CONTAMINATION FOUND DURING SUB-SURFACE INVESTIGATION. --------------------------------------------------------------------------------------------------------------------------------------------- Copyright 2018 Toxics Targeting, Inc. April 10,2018 54375 Route 25 Page 24 DEC Investigator Remarks: Prior to Sept, 2004 data translation this spill Lead_DEC Field was ENGELHARDT WELL 8/31/04 FILE REASSIGNED --------------------------------------------------------------------------------------------------------------------------------------------- NYSDEC FALL 1998 MTBE SURVEY INFORMATION FOR 9609265 Maximum MTBE concentration: 170.0 PPB Current MTBE concentration: 14.0 PPB BTEX offsite: Yes Source of MTBE Number of private drinking water wells impacted: 0 Number of public water supply wells impacted: 0 Steel Underground Storage Tank - Number of private drinking water wells impacted: 0 Fiberglass Underground Tank - Number of replacement wells drilled: 0 Aboveground Storage Tank - Number of water main extensions: 0 Piping - Number of water main hookups: 0 Source not identified - X Number of residences provided w/ bottled water: 0 Other source - Number of people affected: 0 Indoor Air Impacts No Aquifer Impacts Yes Ongoing remediation: No Monitoring Frequency Monthly - Quarterly - X Semi-annual - Annual - Other - Remedial Action used No Action - Groundwater Soil Pump and Treat - Soil Vapor extraction - Air sparging - Excavation and disposal - Bioreactor - Bioremediation - Natural attenuation - Low temp thermal desorption - oxygen injection - Oxygen injection - Biosparging - Other - Dual phase extraction - Other - Under investigation: No Dept. of Health involvement: No -------------------------------------------------------------------------------------------------------------------------------------- Dept. of Health Remarks: No remarks given for this spill Copyright 2018 Toxics Targeting, Inc. April 10,2018 54375 Route 25 Page 25 -------------------------------------------------------------------------------------------------------------------------------------- General Remarks: No remarks given for this spill Map Identification Number 12 BURTS RELIABLE Spill Number: 1111572 Close Date: 09/13/2012 1515 YOUNGS AVE SOUTHOLD, NY TT-Id: 520A-0269-760 MAP LOCATION INFORMATION ADDRESS CHANGE INFORMATION Site location mapped by: MANUAL MAPPING(3) Revised street: NO CHANGE Approximate distance from property: 613 feet to the NW Revised zip code: 11971 Source of Spill: COMMERCIAL/INDUSTRIAL Spiller: BURTS RELIABLE Spiller Phone: Notifier Type* Other Notifier Name: Notifier Phone: Caller Name: Caller Agency: Caller Phone: DEC Investigator: Unassigned Contact for more spill info: SOUTHOLD PD Contact Person Phone: --------------------------------------------------------------------------------------------------------------------------------------------- Category: Known petroleum or hazardous material release with minimal potential for fire/explosion(indoors or outdoors), drinking water contamination, or releases to surface waters. Class: Willing RP- No DEC Field Response-Corrective Action Initiated or Completed by RP or Other Agency --------------------------------------------------------------------------------------------------------------------------------------------- Spill Date Date Cleanup Ceased Cause of Spill Meets Cleanup Standards Penalty Recommended 12/30/2011 EQUIPMENT FAILURE NO NO --------------------------------------------------------------------------------------------------------------------------------------------- Material Material Quantity Quantity Resource(s) Spilled Class Spilled Units Recovered Units Affected OTHER OTHER 27.00 GALLONS 0.00 GALLONS SOIL --------------------------------------------------------------------------------------------------------------------------------------------- Caller Remarks: spill has been contained/clean up pending --------------------------------------------------------------------------------------------------------------------------------------------- DEC Investigator Remarks: 12/30/2011 8:20 t/c from Southold PD Officer Henry Santcroce,(sp?)631-765-2600 -Biodiesel spill within a containment area. No drains/soil affected. -Estimated release 25 to 30 gallons. -Burt Reliable in the process of hiring a cleanup contractor. (MEG) Copyright 2018 Toxics Targeting, Inc. April 10,2018 54375 Route 25 Page 26 Map Identification Number 13 RESIDENCE Spill Number: 0514994 Close Date: 08/29/2006 ® 55474 MAIN ROAD SOUTHOLD, NY TT-Id: 520A-0177-653 MAP LOCATION INFORMATION ADDRESS CHANGE INFORMATION Site location mapped by: MANUAL MAPPING(4) Revised street: 55474 MAIN RD Approximate distance from property: 1137 feet to the ENE Revised zip code: 11971 Source of Spill: PRIVATE DWELLING Spiller: JEFF FLEMING(RENTER)-RESIDENCE Spiller Phone: (631)765-6160 Notifier Type: Affected Persons Notifier Name: JEFF FLEMING Notifier Phone: (631)765-6160 Caller Name: JEFF FLEMING Caller Agency: RENTER Caller Phone: (631)765-6160 DEC Investigator: Unassigned Contact for more spill info: JEFF FLEMING Contact Person Phone: (631)765-6160 --------------------------------------------------------------------------------------------------------------------------------------------- Category: Possible petroleum release with minimal potential for fire/explosion(indoors or outdoors), drinking water contamination, or releases to surface waters, known releases with no potential for damage, or non-petroleum/non-hazardous spills. Class: Willing RP- No DEC Field Response-Corrective Action Initiated or Completed by RP or Other Agency --------------------------------------------------------------------------------------------------------------------------------------------- Spill Date Date Cleanup Ceased Cause of Spill Meets Cleanup Standards Penalty Recommended 03/30/2006 EQUIPMENT FAILURE NO NO --------------------------------------------------------------------------------------------------------------------------------------------- Material Material Quantity Quantity Resource(s) Spilled Class Spilled Units Recovered Units Affected MERCURY HAZARDOUS MATERIAL 0 GALLONS 0 GALLONS SOIL --------------------------------------------------------------------------------------------------------------------------------------------- Caller Remarks: old clock with pendulum that fell and broke spilling mercury out of the pendulum. 1/2 quart pooled onto floor(carpet) --------------------------------------------------------------------------------------------------------------------------------------------- DEC Investigator Remarks: 3/30/06 00:15 TELECON WITH JEFF FLEMING,AS PER JEFF APPROX 1/2 QT OF MERCURY SPILLED ONTO LIVING ROOM FLOOR. HOMEOWNER NOT SURE WHO HE SHOULD CONTACT FOR CLEANUP.ADVISED HIM TO SEAL THE ROOM WITH POLY. HOMEOWNER IS PLANNING TO SLEEP AT RELATIVE HOUSE, HOMEOWNER IS MAKING ARRANGEMENT FOR CLEANUP.. 00:30 CALLED SCHD AND SPOKE WITH SCOTT MIRABELLO, 631-853-4880,REFERRED THE SPILL TO HIS UNIT FOR IMMEDIATE ACTION, MR MIRABELLO WILL CONTACT THE HOMEOWNER 3/31/06 LEFT MESSAGE FOR MR FLEMING Copyright 2018 Toxics Targeting, Inc. April 10, 2018 54375 Route 25 Page 27 Map Identification Number 14 QUIETMAN INN Spill Number: 9000735 Close Date: 04/24/1990 ® RTE 25&HOBART STREET SOUTHOLD, NY TT-Id: 520A-0163-093 MAP LOCATION INFORMATION ADDRESS CHANGE INFORMATION Site location mapped by: MANUAL MAPPING(3) Revised street: MAIN RD/HOBART AVE Approximate distance from property, 1350 feet to the ENE Revised zip code: 11971 Source of Spill: COMMERCIAL/INDUSTRIAL Spiller: QUIETMAN INN Spiller Phone: Notifier Type: Police Department Notifier Name: Notifier Phone: Caller Name: OFFICER COCHARIN Caller Agency: SOUTHOLD P.D Caller Phone: (516)765-1166 DEC Investigator: SCHD Contact for more spill info: Contact Person Phone: --------------------------------------------------------------------------------------------------------------------------------------------- Category: Known petroleum or hazardous material release with minimal potential for fire/explosion(indoors or outdoors), drinking water contamination, or releases to surface waters. Class: Unable or Unwilling RP- DEC Field Response- DEC Corrective Action Required --------------------------------------------------------------------------------------------------------------------------------------------- Spill Date Date Cleanup Ceased Cause of Spill Meets Cleanup Standards Penalty Recommended 04/21/1990 04/24/1990 EQUIPMENT FAILURE UNKNOWN NO --------------------------------------------------------------------------------------------------------------------------------------------- Material Material Quantity Quantity Resource(s) Spilled Class Spilled Units Recovered Units Affected RAW SEWAGE OTHER 0 GALLONS 0 GALLONS SEWER --------------------------------------------------------------------------------------------------------------------------------------------- Caller Remarks: OVERFLOW FROM CESSPOOL INTO STREET. NEEDS CALL BACK SCDH ALEX SANTINO NOTIFIED. 2:00 CALLED A SANTINO, SCHD AND REFERRED COMPLAINT TO HIM 2:15 CALLER OFFICER COCHRIN 3 TIMES, LADY WHO ANSWERED FIRST 2 TIMES HUNG UP, 3RD TIME NO ANSWER --------------------------------------------------------------------------------------------------------------------------------------------- DEC Investigator Remarks: Prior to Sept, 2004 data translation this spill Lead-DEC Field was SCDH REFERRED TO SCHD FILE HAS BEEN DESTROYED ACCORDING TO STATE ARCHIVE AND RECORD ADMINISTRATOR RETENTION/DISPOSAL PROCEDURES "ALL INFORMATION INCLUDED IN DATABASE" Copyright 2018 Toxics Targeting, Inc. April 10,2018 54375 Route 25 Page 28 Map Identification Number 15 MULLEN MOTORS Spill Number: 1311184 Close Date: 03/26/2014 55980 RTE 25 SOUTHOLD, NY TT-Id: 520A-0332-433 MAP LOCATION INFORMATION ADDRESS CHANGE INFORMATION Site location mapped by: MANUAL MAPPING(4) Revised street: 55980 STATE HWY 25 Approximate distance from property: 1696 feet to the ENE Revised zip code: 11971 Source of Spill: PRIVATE DWELLING Spiller: RICH MULLEN - MULLEN MOTORS Spiller Phone- Notifier Type Tank Tester Notifier Name: Notifier Phone: Caller Name: Caller Agency: Caller Phone: DEC Investigator: hmcirrit Contact for more spill info: RICH MULLEN Contact Person Phone: (631)765-3564 --------------------------------------------------------------------------------------------------------------------------------------------- Category: Known or probable release,where,without action,there is a potential for a fire/explosion hazard(indoors or outdoors), contamination of drinking water supplies, or significant release to surface waters. Class: Willing RP- DEC Field Response-Corrective Action Initiated,Taken Over, or Completed by RP or Other Agency --------------------------------------------------------------------------------------------------------------------------------------------- Spill Date Date Cleanup Ceased Cause of Spill Meets Cleanup Standards Penalty Recommended 02/27/2014 EQUIPMENT FAILURE NO NO --------------------------------------------------------------------------------------------------------------------------------------------- Material Material Quantity Quantity Resource(s) Spilled Class Spilled Units Recovered Units Affected #2 FUEL OIL PETROLEUM 0 UNKNOWN 0 UNKNOWN SOIL --------------------------------------------------------------------------------------------------------------------------------------------- Caller Remarks: dry leak, test --------------------------------------------------------------------------------------------------------------------------------------------- DEC Investigator Remarks: TTF 3/17/14:As per Colleen at AARCO, the problem was found to be associated with the direct fill. The fill will be repaired and then the tank system re-tested. There was no contaminated soil identified where the pipe failed. PER COLLEEN AT AARCO, DIRECT FILL PIPE NEEDED REPAIR, NO CONT SOIL FOUND REPAIRED FILL PIPE , PASSED RETEST Copyright 2018 Toxics Targeting, Inc. April 10, 2018 54375 Route 25 Page 29 Map Identification Number 16 FARM Spill Number: 0800634 Close Date: 04/21/2008 ® 2785 YOUNGS AVENUE SOUTHOLD, NY TT-Id- 520A-0236-243 MAP LOCATION INFORMATION ADDRESS CHANGE INFORMATION Site location mapped by: MANUAL MAPPING(4) Revised street: NO CHANGE Approximate distance from property: 1706 feet to the NNW Revised zip code: 11971 Source of Spill: PRIVATE DWELLING Spiller: DANIEL CHARNEWS- FARM Spiller Phone: Notifier Type: Responsible Party Notifier Name: Notifier Phone: Caller Name: Caller Agency: Caller Phone: DEC Investigator: bxdonova Contact for more spill info: DANIEL CHARNEWS Contact Person Phone: (631)387-7923 --------------------------------------------------------------------------------------------------------------------------------------------- Category: Known petroleum or hazardous material release with minimal potential for fire/explosion(indoors or outdoors), drinking water contamination, or releases to surface waters. Class: Willing RP- DEC Field Response-Corrective Action Initiated, Taken Over, or Completed by RP or Other Agency --------------------------------------------------------------------------------------------------------------------------------------------- Spill Date Date Cleanup Ceased Cause of Spill Meets Cleanup Standards Penalty Recommended 04/16/2008 EQUIPMENT FAILURE NO NO --------------------------------------------------------------------------------------------------------------------------------------------- Material Material Quantity Quantity Resource(s) Spilled Class Spilled Units Recovered Units Affected DIESEL PETROLEUM 0 GALLONS 0 GALLONS SOIL --------------------------------------------------------------------------------------------------------------------------------------------- TANK TEST INFORMATION Tank Number Tank Size Tank Test Method Leak Rate Gross Leak or Failure 275 Unknown 0.00 UNKNOWN --------------------------------------------------------------------------------------------------------------------------------------------- Caller Remarks: HOLES IN TANK AND SOME SOIL EFFECTED --------------------------------------------------------------------------------------------------------------------------------------------- DEC Investigator Remarks: VALDI, 10:30 KEVIN TAYLOR, H2M CALLED, HE IS ON THE SITE, 275 UST HAS BEEN REMOVED, -8 CY YARDS OF SOIL REMOVED ALREADY- 12FT DEEP, PETROLEUM ODORS ON THE BOTTOM,ASSIGNMENT FOR INSPECTION REQUESTED(VP) TANK REMOVED, CONTAMINATED SOIL EXCAVATED TO A CLEAN ENDPOINT TIM COULFIELD 516-527-0046 Copyright 2018 Toxics Targeting, Inc. April 10,2018 54375 Route 25 Page 30 Map Identification Number 17 SPILL NUMBER 9708994 Spill Number: 9708994 Close Date: 02/18/1998 & TUCKERS LANE/RTE 25 SOUTHOLD, NY TT-ld: 520A-0169-851 MAP LOCATION INFORMATION ADDRESS CHANGE INFORMATION Site location mapped by: MANUAL MAPPING(3) Revised street: TUCKER LA/MAIN RD Approximate distance from property 2566 feet to the SW Revised zip code: 11971 Source of Spill: COMMERCIAL VEHICLE Spiller: TOM SZAJKOWSKI - BELL ATLANTIC/NYNEX Spiller Phone: (516)727-9986 Notifier Type: Police Department Notifier Name: OFC WYSOCKI#79 Notifier Phone: (516)765-2600 Caller Name: DISPT#901 Caller Agency: SOUTHHOLD TOWN PD Caller Phone: (516)765-2600 DEC Investigator: CAMPBELL Contact for more spill info: DISPT#901 Contact Person Phone: (516)765-2600 --------------------------------------------------------------------------------------------------------------------------------------------- Category: Known or probable release,where,without action,there is a potential for a fire/explosion hazard (indoors or outdoors), contamination of drinking water supplies, or significant release to surface waters. Class: Willing RP- DEC Field Response-Corrective Action Initiated, Taken Over, or Completed by RP or Other Agency --------------------------------------------------------------------------------------------------------------------------------------------- Spill Date Date Cleanup Ceased Cause of Spill Meets Cleanup Standards Penalty Recommended 11/01/1997 TRAFFIC ACCIDENT YES NO --------------------------------------------------------------------------------------------------------------------------------------------- Material Material Quantity Quantity Resource(s) Spilled Class Spilled Units Recovered Units Affected HYDRAULIC OIL PETROLEUM 0 GALLONS 0 GALLONS SOIL --------------------------------------------------------------------------------------------------------------------------------------------- Caller Remarks: PD,FD.AND NYS DOT IS ON SCENE OF AN OVERTURNED NYTEL BOOM TRUCK-ALL OF THE SEWERS HAVE BEEN COVERED TO PREVENT LEAKAGE- PD WOULD LIKE A RESPONSE FROM DEC TO THE SCENE --------------------------------------------------------------------------------------------------------------------------------------------- DEC Investigator Remarks: DEC INVESTIGATOR REMARKS NOT AVAILABLE FOR THIS SPILL ACCORDING TO THE LAST UPDATE. The following DEC Investigator Remarks were available prior to 1/1/2002: 11/1/97 CAMPBELL PERFORMED PARTIAL CLEANUP. CAMPBELL DIRECTED NYNEX TO PERFORM DRAIN CLEANUP. NYNEX HIRED MILRO TO COMPLETE THE CLEANUP Copyright 2018 Toxics Targeting, Inc. April 10, 2018 54375 Route 25 Page 31 NO OIL STORAGE FACILITIES LARGER THAN 400,000 GALLONS IDENTIFIED WITHIN 114 MILE SEARCH RADIUS Copyright 2018 Toxics Targeting, Inc. April 10,2018 54375 Route 25 Page 32 0 PETROLEUM BULK STORAGE FACILITIES LESS THAN 400,000 GALLONS IDENTIFIED WITHIN THE 114 MILE SEARCH RADIUS PLEASE NOTE: *Compass directions can vary substantially for sites located very close to the subject property address. Map Identification Number 18 CAPITAL ONE BANK Facility Id: NYSF18865 Source: SUFF. HEALTH DEPT ® 54375 MAIN RD SOUTHOLD, 11971 Facility Ref. No.: 18865 TT-Id: 640A-0090-883 MAP LOCATION INFORMATION ADDRESS CHANGE INFORMATION Site location mapped by: MANUAL MAPPING(4) Revised street: NO CHANGE Approximate distance from property: 0 feet Revised zip code: NO CHANGE Site Status: Active Operating Permit Expiration: 01/31/2015 Owner Name: CAPITAL ONE BANK Facility Phone#: Owner Address: 90 PARK AVE 4TH FL, NEW YORK, NY 10038 Owner Phone#: TANK TANK TANK CAPACITY TANK INSTALL PERMIT REMOVED NO. STATUS CONTENT GALLONS LOCATION DATE ISSUED DATE 1 Removed #2 FUEL OIL 5000 UNDER-OUT 08/29/2012 2 In Service #2 FUEL OIL 5000 UNDER-OUT 10/19/2012 3 Removed GASOLINE 550 UNDER-OUT 09/11/2012 TANK NUMBER. 1 TANK TYPE: STEEU IRON TK INT. PROTECTION: None TANK EXT. PROTECTION: TANK LEAK DETECTN- TK SEC. CONTAINMNT: None PIPING EXT. PROTECTN: PIPING LEAK DETECTN: PIPE SEC. CONTAINMNT: PIPING TYPE: PIPING LOCATION: OVERFILL PROTECTION: SPILL PREVENTION: DISPENSER METHOD: Suction TANK NUMBER: 2 TANK TYPE: FIBER REINFORCED PLASTIC TK INT. PROTECTION: None TANK EXT. PROTECTION: None TANK LEAK DETECTN: (DWP)Electronic Leak Probes TK SEC. CONTAINMNT: Secondary Wall Fiberglass PIPING EXT. PROTECTN: None PIPING LEAK DETECTN:Electronic Leak Probe Only PIPE SEC. CONTAINMNT: Fiberglass(FRP) PIPING TYPE: Fiberglass(FRP) PIPING LOCATION: Underground Only OVERFILL PROTECTION: Electronic Leak Alarm SPILL PREVENTION: Spill/Fill Box and/or Sump DISPENSER METHOD: Suction Fill Limiter TANK NUMBER: 3 TANK TYPE: STEEU IRON TK INT. PROTECTION: None TANK EXT. PROTECTION: TANK LEAK DETECTN: TK SEC. CONTAINMNT: None Fiberglass PIPING EXT. PROTECTN: PIPING LEAK DETECTN: PIPE SEC. CONTAINMNT: PIPING TYPE: PIPING LOCATION: ****TANK INFO FOR THIS SITE CONTINUES ON NEXT PAGE**** Copyright 2018 Toxics Targeting, Inc. April 10, 2018 54375 Route 25 Page 33 OVERFILL PROTECTION: SPILL PREVENTION: DISPENSER METHOD: Map Identification Number 19 SOUTHOLD AUTOMOTIVE CORP Facility Id: NYSF13479 Source: SUFF. HEALTH DEPT ® 54360 MAIN RD SOUTHOLD, 11971 Facility Ref. No.: 13594 TT-Id: 640A-0072-670 MAP LOCATION INFORMATION ADDRESS CHANGE INFORMATION Site location mapped by: MANUAL MAPPING(3) Revised street: NO CHANGE Approximate distance from property. 204 feet to the SE Revised zip code: NO CHANGE Site Status: Active Operating Permit Expiration: 08/31/2014 Owner Name: SOUTHOLD AUTOMOTIVE Facility Phone#: Owner Address: 54360 MAIN RD, SOUTHOLD, NY 11971 Owner Phone#: TANK TANK TANK CAPACITY TANK INSTALL PERMIT REMOVED NO. STATUS CONTENT GALLONS LOCATION DATE ISSUED DATE 1 Removed GASOLINE 6000 UNDER-OUT 68 01/01/1981 10 In Service #2 FUEL OIL 1000 UNDER-OUT 90 11/21/1990 11 In Service WASTE OIL 1000 UNDER-OUT 90 11/21/1990 12 Removed #2 FUEL OIL 550 UNDER-OUT 11/14/1990 13 Removed KEROSENE 550 UNDER-OUT 11/14/1990 14 Unregistered- Removed GASOLINE 1000 UNDER-OUT 01/01/2007 2 Removed GASOLINE 5000 UNDER-OUT 68 01/01/1981 3 Removed GASOLINE 6000 UNDER-OUT 72 01/01/1981 4 Removed GASOLINE 1500 UNDER-OUT 60 01/01/1981 5 Removed GASOLINE 2000 UNDER-OUT 60 01/01/2007 6 Removed GASOLINE 6000 UNDER-OUT 81 01/01/2007 7 Removed GASOLINE 6000 UNDER-OUT 81 01/01/2007 8 Removed DIESEL 6000 UNDER-OUT 81 01/01/2007 9 Removed WASTE OIL 550 UNDER-OUT 60 11/14/1990 TANK NUMBER: 1 TANK TYPE: STEEL/IRON TK INT. PROTECTION: None TANK EXT. PROTECTION: TANK LEAK DETECTN TK SEC. CONTAINMNT: None Fiberglass PIPING EXT. PROTECTN: PIPING LEAK DETECTN: PIPE SEC. CONTAINMNT: PIPING TYPE: PIPING LOCATION: OVERFILL PROTECTION: SPILL PREVENTION: DISPENSER METHOD: Suction TANK NUMBER: 10 TANK TYPE: FIBER REINFORCED PLASTIC TK INT. PROTECTION: None TANK EXT. PROTECTION: TANK LEAK DETECTN: (DWP)Electronic Leak Probes TK SEC. CONTAINMNT: Secondary Wall Fiberglass PIPING EXT. PROTECTN: PIPING LEAK DETECTN: PIPE SEC. CONTAINMNT: PIPING TYPE: PIPING LOCATION: OVERFILL PROTECTION: SPILL PREVENTION: DISPENSER METHOD: Suction ****TANK INFO FOR THIS SITE CONTINUES ON NEXT PAGE**** Copyright 2018 Toxics Targeting, Inc. April 10,2018 54375 Route 25 Page 34 TANK NUMBER: 11 TANK TYPE: FIBER REINFORCED PLASTIC TK INT. PROTECTION: None TANK EXT. PROTECTION: TANK LEAK DETECTN: (DWP)Electronic Leak Probes TK SEC. CONTAINMNT: Secondary Wall Fiberglass PIPING EXT. PROTECTN: PIPING LEAK DETECTN: PIPE SEC. CONTAINMNT: PIPING TYPE: PIPING LOCATION: OVERFILL PROTECTION: SPILL PREVENTION: DISPENSER METHOD: Suction TANK NUMBER: 12 TANK TYPE: STEEU IRON TK INT. PROTECTION: None TANK EXT. PROTECTION: TANK LEAK DETECTN: TK SEC. CONTAINMNT: None Fiberglass PIPING EXT. PROTECTN: PIPING LEAK DETECTN: PIPE SEC. CONTAINMNT: PIPING TYPE: PIPING LOCATION: OVERFILL PROTECTION: SPILL PREVENTION: DISPENSER METHOD: Suction TANK NUMBER: 13 TANK TYPE: STEEU IRON TK INT. PROTECTION: None TANK EXT. PROTECTION: TANK LEAK DETECTN: TK SEC. CONTAINMNT: None Fiberglass PIPING EXT. PROTECTN: PIPING LEAK DETECTN: PIPE SEC. CONTAINMNT: PIPING TYPE: PIPING LOCATION: OVERFILL PROTECTION: SPILL PREVENTION: DISPENSER METHOD: Suction TANK NUMBER: 14 TANK TYPE: STEEU IRON TK INT. PROTECTION None TANK EXT, PROTECTION: TANK LEAK DETECTN: TK SEC. CONTAINMNT: None Fiberglass PIPING EXT. PROTECTN: PIPING LEAK DETECTN: PIPE SEC. CONTAINMNT: PIPING TYPE: PIPING LOCATION: OVERFILL PROTECTION: SPILL PREVENTION: DISPENSER METHOD: TANK NUMBER: 2 TANK TYPE: STEEU IRON TK INT. PROTECTION: None TANK EXT. PROTECTION: TANK LEAK DETECTN: TK SEC. CONTAINMNT: None Fiberglass PIPING EXT. PROTECTN: PIPING LEAK DETECTN: PIPE SEC. CONTAINMNT: PIPING TYPE: PIPING LOCATION: OVERFILL PROTECTION: SPILL PREVENTION: DISPENSER METHOD: Suction TANK NUMBER: 3 TANK TYPE: STEEL/IRON TK INT. PROTECTION: None TANK EXT. PROTECTION: TANK LEAK DETECTN: TK SEC. CONTAINMNT: None Fiberglass PIPING EXT. PROTECTN: PIPING LEAK DETECTN: PIPE SEC. CONTAINMNT: PIPING TYPE: PIPING LOCATION: OVERFILL PROTECTION: SPILL PREVENTION: DISPENSER METHOD: Suction TANK NUMBER: 4 TANK TYPE: STEEL/IRON TK INT. PROTECTION: None TANK EXT. PROTECTION: TANK LEAK DETECTN: TK SEC. CONTAINMNT: None ****TANK INFO FOR THIS SITE CONTINUES ON NEXT PAGE**** Copyright 2018 Toxics Targeting, Inc. April 10, 2018 54375 Route 25 Page 35 Fiberglass PIPING EXT. PROTECTN: PIPING LEAK DETECTN: PIPE SEC. CONTAINMNT: PIPING TYPE: PIPING LOCATION: OVERFILL PROTECTION: SPILL PREVENTION: DISPENSER METHOD: Suction TANK NUMBER: 5 TANK TYPE: STEEL/IRON TK INT. PROTECTION: None TANK EXT. PROTECTION: TANK LEAK DETECTN: TK SEC. CONTAINMNT: None Fiberglass PIPING EXT. PROTECTN: PIPING LEAK DETECTN: PIPE SEC. CONTAINMNT: PIPING TYPE: PIPING LOCATION: OVERFILL PROTECTION: SPILL PREVENTION: DISPENSER METHOD: Suction TANK NUMBER: 6 TANK TYPE: FIBER REINFORCED PLASTIC TK INT. PROTECTION: None TANK EXT. PROTECTION: TANK LEAK DETECTN: (ATG)In Tank Leak Detection TK SEC. CONTAINMNT: None Fiberglass PIPING EXT. PROTECTN: PIPING LEAK DETECTN: PIPE SEC. CONTAINMNT: PIPING TYPE: PIPING LOCATION: OVERFILL PROTECTION: SPILL PREVENTION: DISPENSER METHOD: Submersible TANK NUMBER: 7 TANK TYPE: FIBER REINFORCED PLASTIC TK INT. PROTECTION: None TANK EXT. PROTECTION. TANK LEAK DETECTN: (ATG) In Tank Leak Detection TK SEC. CONTAINMNT: None Fiberglass PIPING EXT. PROTECTN: PIPING LEAK DETECTN: PIPE SEC. CONTAINMNT: PIPING TYPE: PIPING LOCATION: OVERFILL PROTECTION SPILL PREVENTION: DISPENSER METHOD: Submersible TANK NUMBER: 8 TANK TYPE: FIBER REINFORCED PLASTIC TK INT PROTECTION: None TANK EXT. PROTECTION: TANK LEAK DETECTN: (ATG) In Tank Leak Detection TK SEC. CONTAINMNT: None Fiberglass PIPING EXT. PROTECTN: PIPING LEAK DETECTN: PIPE SEC. CONTAINMNT: PIPING TYPE: PIPING LOCATION: OVERFILL PROTECTION: SPILL PREVENTION: DISPENSER METHOD: Submersible TANK NUMBER: 9 TANK TYPE: STEEL/IRON TK INT. PROTECTION: None TANK EXT. PROTECTION: TANK LEAK DETECTN: TK SEC. CONTAINMNT: None Fiberglass PIPING EXT. PROTECTN: PIPING LEAK DETECTN: PIPE SEC. CONTAINMNT: PIPING TYPE: PIPING LOCATION: OVERFILL PROTECTION: SPILL PREVENTION: DISPENSER METHOD: Suction Copyright 2018 Toxics Targeting, Inc. April 10, 2018 54375 Route 25 Page 36 Map Identification Number 20 SOUTHOLD AUTOMOTIVE INC Facility Id: NYSF13667 Source:SUFF. HEALTH DEPT RTE 25 MAIN RD SOUTHOLD, NY 11971 Facility Ref. No.: 03566 TT-Id: 640A-0072-683 MAP LOCATION INFORMATION ADDRESS CHANGE INFORMATION Site location mapped by: MANUAL MAPPING(5) Revised street: MAIN RD Approximate distance from property: 204 feet to the SE Revised zip code: NO CHANGE This site was reported in previously released Suffolk County Dept.of Health data. The following data is historic. Site Status: Operating Permit Expiration: Owner Name: SOUTHOLD AUTOMOTIVE INC Facility Phone#: Owner Address: Owner Phone#: TANK TANK TANK CAPACITY TANK INSTALL PERMIT REMOVED NO. STATUS CONTENT GALLONS LOCATION DATE ISSUED DATE RECENT TANK INFORMATION IS NOT AVAILABLE FOR THIS SITE TANK NUMBER: TANK TYPE: TK INT. PROTECTION: TANK EXT. PROTECTION: TANK LEAK DETECTN: TK SEC. CONTAINMNT: Fiberglass PIPING EXT. PROTECTN: PIPING LEAK DETECTN: PIPE SEC. CONTAINMNT: PIPING TYPE: PIPING LOCATION: OVERFILL PROTECTION: SPILL PREVENTION: DISPENSER METHOD: Map Identification Number 21 COMMERCIAL BLDG***OOB*— Facility Id: NYSF13549 Source: SUFF.HEALTH DEPT ® RAILROAD AVE SOUTHOLD, 11971 Facility Ref. No.: 13728 TT-Id: 640A-0058-759 MAP LOCATION INFORMATION ADDRESS CHANGE INFORMATION Site location mapped by: MANUAL MAPPING(4) Revised street: NO CHANGE Approximate distance from property: 572 feet to the NNE Revised zip code: NO CHANGE Site Status: Active Operating Permit Expiration: 07/31/2014 Owner Name: 1400 YOUNGS AVE CORP Facility Phone#: Owner Address: 'PO BOX 457, GLEN HEAD, NY 11545' Owner Phone#: TANK TANK TANK CAPACITY TANK INSTALL PERMIT REMOVED NO. STATUS CONTENT GALLONS LOCATION DATE ISSUED DATE 2 In Service #2 FUEL OIL 2500 UNDER-OUT The following tank(s)were either deleted from the reported data or the number was re-assigned. 1 Never Installed #2 FUEL OIL 2500 UNDER-OUT Copyright 2018 Toxics Targeting, Inc. April 10, 2018 54375 Route 25 Page 37 Map Identification Number 22 BURTS RELIABLE FUEL CORP Facility Id: NYSF13465 Source: SUFF. HEALTH DEPT ® 1515 YOUNGS AVE SOUTHOLD, 11971 Facility Ref. No.: 01332 TT-Id: 640A-0072-672 MAP LOCATION INFORMATION ADDRESS CHANGE INFORMATION Site location mapped by: MANUAL MAPPING(3) Revised street: NO CHANGE Approximate distance from property: 598 feet to the NNW Revised zip code: NO CHANGE Site Status: Active Operating Permit Expiration: 04/30/2016 Owner Name: BURTS RELIABLE Facility Phone#: Owner Address: Owner Phone#: TANK TANK TANK CAPACITY TANK INSTALL PERMIT REMOVED NO. STATUS CONTENT GALLONS LOCATION DATE ISSUED DATE Current tank information for this site is RESTRICTED by the Suffolk County Health Dept. The following tank(s)were either deleted from the reported data or the number was re-assigned. 1 Removed- Marked for Removal 1990(Confirmed) GASOLINE 10000 UNDER-OUT 47 12/22/1990 10 Removed- Marked for Removal 1991 (Confirmed) #2 FUEL OIL 15000 ABOVE-OUT 47 10/03/1991 11 Removed - Marked for Removal 1991 (Confirmed) #2 FUEL OIL 20000 ABOVE-OUT 58 10/03/1991 12 Removed - Marked for Removal 1992(Confirmed) DRUM STORAGE 660 ABOVE- IN 79 01/01/1992 13 Permitted - Expires 1999 #2 FUEL OIL 25000 ABOVE-OUT 12/07/1994 14 Permitted - Expires 1999 #2 FUEL OIL 25000 ABOVE-OUT 12/07/1994 15 Permitted - Expires 1999 DIESEL 25000 ABOVE-OUT 12/07/1994 16 Permitted - Expires 1999 KEROSENE 20000 ABOVE-OUT 12/07/1994 17 Exempt/Permitted TRANSFER FACILITY 6100 ABOVE-OUT 12/07/1994 18 Non-Complying -Compliance Reqd as of 1985 WASTE OIL 275 ABOVE-OUT 19 Exempt #2 FUEL OIL 275 ABOVE-OUT 2 Removed - Marked for Removal 1990(Confirmed) GASOLINE 10000 UNDER-OUT 47 12/22/1990 20 Exempt #2 FUEL OIL 330 ABOVE- IN 3 Removed- Marked for Removal 1990(Confirmed) GASOLINE 10000 UNDER-OUT 47 12/22/1990 4 Removed- Marked for Removal 1990(Confirmed) GASOLINE 7500 UNDER-OUT 47 12/22/1990 5 Removed- Marked for Removal 1990(Confirmed) KEROSENE 10000 UNDER-OUT 78 12/22/1990 6 Removed- Marked for Removal 1990(Confirmed) WASTE OIL 550 UNDER-OUT 79 12/22/1990 7 Removed -Marked for Removal 1990(Confirmed) GASOLINE 1000 UNDER-OUT 68 12/22/1990 8 Removed -Marked for Removal 1991 (Confirmed) DIESEL 550 UNDER-OUT 47 10/03/1991 9 Removed -Marked for Removal 1991 (Confirmed) #2 FUEL OIL 15000 ABOVE-OUT 47 10/03/1991 Copyright 2018 Toxics Targeting, Inc. April 10,2018 54375 Route 25 Page 38 Map Identification Number 23 SOUTHOLD FREE LIBRARY Facility Id: NYSF13582 Source:SUFF. HEALTH DEPT ® RTE 25 MAIN RD SOUTHOLD, NY 11971 Facility Ref. No.: 13762 TT-Id: 640A-0072-674 MAP LOCATION INFORMATION ADDRESS CHANGE INFORMATION Site location mapped by: MANUAL MAPPING(3) Revised street: NO CHANGE Approximate distance from property: 673 feet to the WSW Revised zip code: NO CHANGE This site was reported in previously released Suffolk County Dept.of Health data. The following data is historic. Site Status: Operating Permit Expiration: Owner Name: Facility Phone#: Owner Address: Owner Phone#: TANK TANK TANK CAPACITY TANK INSTALL PERMIT REMOVED NO. STATUS CONTENT GALLONS LOCATION DATE ISSUED DATE 1 Exempt #2 FUEL OIL 1000 UNDER-OUT Map Identification Number 24 AGWAY SOUTHOLD SITE Facility Id: NYSF13413 Source: SUFF.HEALTH DEPT ® YOUNGS AVE SOUTHOLD, NY 11971 Facility Ref. No.: 00253 TT-Id: 640A-0072-678 MAP LOCATION INFORMATION ADDRESS CHANGE INFORMATION Site location mapped by: MANUAL MAPPING(3) Revised street: NO CHANGE Approximate distance from property: 763 feet to the NW Revised zip code: NO CHANGE This site was reported in previously released Suffolk County Dept.of Health data. The following data is historic. Site Status: Operating Permit Expiration: Owner Name: Facility Phone#: Owner Address Owner Phone#: TANK TANK TANK CAPACITY TANK INSTALL PERMIT REMOVED NO. STATUS CONTENT GALLONS LOCATION DATE ISSUED DATE 1 Removed- Marked for Removal 1994(Confirmed) GASOLINE 10000 UNDER-OUT 76 07/19/1994 2 Removed- Marked for Removal 1994(Confirmed) GASOLINE 10000 UNDER-OUT 76 07/19/1994 3 Never Installed GASOLINE 10000 UNDER-OUT 92 4 Never Installed GASOLINE 10000 UNDER-OUT 92 5 Removed-Marked for Removal 1992(Confirmed) KEROSENE 1000 UNDER-OUT 11/06/1992 6 Removed-Marked for Removal 1992(Confirmed) #2 FUEL OIL 1000 UNDER-OUT 11/06/1992 Copyright 2018 Toxics Targeting, Inc. April 10, 2018 54375 Route 25 Page 39 Map Identification Number 25 SOUTHOLD FIRE DEPT Facility Id: NYSF13462 Source: SUFF.HEALTH DEPT ® RTE 25 RTE 25 MAIN RD SOUTHOLD, NY 11971 Facility Ref. No.: 11856 TT-Id: 640A-0072-680 MAP LOCATION INFORMATION ADDRESS CHANGE INFORMATION Site location mapped by: MANUAL MAPPING(3) Revised street: HIGHWAY 25 Approximate distance from property: 914 feet to the ENE Revised zip code: NO CHANGE This site was reported in previously released Suffolk County Dept. of Health data. The following data is historic. Site Status: Operating Permit Expiration: Owner Name: SOUTHOLD FIRE DEPT Facility Phone#: Owner Address: Owner Phone#: TANK TANK TANK CAPACITY TANK INSTALL PERMIT REMOVED NO. STATUS CONTENT GALLONS LOCATION DATE ISSUED DATE 1 Permitted- Expires 2001 GASOLINE 500 ABOVE-OUT 10/10/1996 2 Permitted- Expires 2001 DIESEL 500 ABOVE-OUT 10/10/1996 3 Removed- Marked for Removal 1999 #2 FUEL OIL 7500 UNDER-OUT 78 05/20/1999 4 Approved and Awaiting Construction #2 FUEL OIL 1000 ABOVE-OUT Map Identification Number 26 SOUTHOLD POST OFFICE Facility Id: NYSF13604 Source: SUFF. HEALTH DEPT ® 520 TRAVELERS ST SOUTHOLD, NY 11971 Facility Ref. No.: 13786 TT-Id: 640A-0072-675 MAP LOCATION INFORMATION ADDRESS CHANGE INFORMATION Site location mapped by: MANUAL MAPPING (3) Revised street: NO CHANGE Approximate distance from property: 974 feet to the WSW Revised zip code: NO CHANGE This site was reported in previously released Suffolk County Dept. of Health data. The following data is historic. Site Status: Operating Permit Expiration: Owner Name: SOUTHOLD POST OFFICE Facility Phone#: Owner Address: Owner Phone#: TANK TANK TANK CAPACITY TANK INSTALL PERMIT REMOVED NO. STATUS CONTENT GALLONS LOCATION DATE ISSUED DATE 1 Permitted- Expires 2000 #2 FUEL OIL 650 ABOVE-OUT 04/13/1995 2 Removed - Marked for Removal 1991 (Confirmed) #2 FUEL OIL 1000 UNDER-OUT 01/16/1991 Copyright 2018 Toxics Targeting, Inc. April 10, 2018 54375 Route 25 Page 40 Map Identification Number 27 SCOTTS GARAGE Facility Id: NYSF13458 Source:SUFF.HEALTH DEPT ® 700 HUMMEL AVE SOUTHOLD, NY 11971 Facility Ref. No.: 12061 TT-Id: 640A-0072-693 MAP LOCATION INFORMATION ADDRESS CHANGE INFORMATION Site location mapped by: MANUAL MAPPING(3) Revised street: NO CHANGE Approximate distance from property: 1069 feet to the NNE Revised zip code: NO CHANGE This site was reported in previously released Suffolk County Dept.of Health data. The following data is historic. Site Status: Operating Permit Expiration: Owner Name: SCOTTS GARAGE Facility Phone#: Owner Address: Owner Phone#: TANK TANK TANK CAPACITY TANK INSTALL PERMIT REMOVED NO. STATUS CONTENT GALLONS LOCATION DATE ISSUED DATE RECENT TANK INFORMATION IS NOT AVAILABLE FOR THIS SITE Map Identification Number 28 TEL STAR ELECTRONICS Facility Id: NYSF13660 Source:SUFF.HEALTH DEPT ® 700 HOMMEL AVE SOUTHOLD, NY 11971 Facility Ref. No.: 02957 TT-Id:640A-0072-694 MAP LOCATION INFORMATION ADDRESS CHANGE INFORMATION Site location mapped by: MANUAL MAPPING(3) Revised street: 700 HUMMEL AVE Approximate distance from property: 1069 feet to the NNE Revised zip code: NO CHANGE This site was reported in previously released Suffolk County Dept. of Health data. The following data is historic. Site Status: Operating Permit Expiration: Owner Name: TEL STAR ELECTRONICS Facility Phone#: Owner Address: Owner Phone#: TANK TANK TANK CAPACITY TANK INSTALL PERMIT REMOVED NO. STATUS CONTENT GALLONS LOCATION DATE ISSUED DATE RECENT TANK INFORMATION IS NOT AVAILABLE FOR THIS SITE Map Identification Number 29 THE INK SPOT Facility Id: NYSF13614 Source:SUFF. HEALTH DEPT ® RTE 25 MAIN RD SOUTHOLD, NY 11971 Facility Ref. No.: 14413 TT-Id: 640A-0089-635 MAP LOCATION INFORMATION ADDRESS CHANGE INFORMATION Site location mapped by: MANUAL MAPPING (4) Revised street: NO CHANGE Approximate distance from property: 1269 feet to the ENE Revised zip code: NO CHANGE Copyright 2018 Toxics Targeting, Inc. April 10, 2018 54375 Route 25 Page 41 This site was reported in previously released Suffolk County Dept. of Health data. The following data is historic. Site Status: Operating Permit Expiration: Owner Name: THE INK SPOT Facility Phone#: Owner Address: Owner Phone#: TANK TANK TANK CAPACITY TANK INSTALL PERMIT REMOVED NO. STATUS CONTENT GALLONS LOCATION DATE ISSUED DATE RECENT TANK INFORMATION IS NOT AVAILABLE FOR THIS SITE Map Identification Number 30 SOUTHOLD BUDGET PRINTING INC Facility Id: NYSF13698 Source:SUFF. HEALTH DEPT 175 BOISSEAU AVE SOUTHOLD, NY 11971 Facility Ref. No.: 04931 TT-Id: 640A-0061-741 MAP LOCATION INFORMATION ADDRESS CHANGE INFORMATION Site location mapped by: MANUAL MAPPING(4) Revised street. NO CHANGE Approximate distance from property: 1269 feet to the ENE Revised zip code: NO CHANGE This site was reported in previously released Suffolk County Dept. of Health data. The following data is historic. Site Status: Operating Permit Expiration: Owner Name: SOUTHOLD BUDGET PRINTING Facility Phone# Owner Address: Owner Phone#: TANK TANK TANK CAPACITY TANK INSTALL PERMIT REMOVED NO. STATUS CONTENT GALLONS LOCATION DATE ISSUED DATE RECENT TANK INFORMATION IS NOT AVAILABLE FOR THIS SITE Copyright 2018 Toxics Targeting, Inc. April 10,2018 54375 Route 25 Page 42 HAZARDOUS WASTE GENERA TORS/TRANSPORTERS IDENTIFIED WITHIN 1/4 MILE SEARCH RADIUS PLEASE NOTE: 'Compass directions can vary substantially for sites located very close to the subject property address. Map Identification Number 31 EPA(RCRA)Name: MOBIL OIL CORP SS#LL6 Facility Id: NYD986958726 ® EPA(RCRA)Address: MAIN RD&YOUNG AVE SOUTHOLD, NY 11971 TT-Id: 740A-0060-343 NYSDEC Name: MOBIL NYSDEC Address: S/S 17-226MAIN ST SOUTHOLD, NY 11971 MAP LOCATION INFORMATION ADDRESS CHANGE INFORMATION Site location mapped by: ADDRESS MATCHING Revised street: MAIN RD/YOUNGS AVE Approximate distance from property: 178 feet to the ESE' Revised zip code: NO CHANGE Special Note(s): The New York State Department of Environmental Conservation and the U. S. Environmental Protection Agency have reported different locations for this hazardous waste identification number. Available information for both locations is summarized below. US EPA RCRA Type: GENERATOR TYPE NOT GIVEN Notification date: 04/10/1991 Land Disposal: Receives offsite waste: Incinerator: Storer: Treatment facility: Transporter: Contact Name: ROSEANN FAVARO Source Type. Notification Contact Phone: 703-849-3330 Contact Info Date: 04/10/1991 Contact Name: ROBIN A BUNN Source Type Annual/Biennial Report Contact Phone: 703-846-5734 Contact Info Date: 07/25/1994 Historically listed as the following USEPA RCRA Generator Size(s)as well: SMALL QUANTITY GENERATOR -------------------------------------------------------------------------------------------------------------------------------------------- NYS DEC Manifested Waste Summary: Waste Codes,Waste Units, and Transaction Types are only shown for the most recently reported year. -------------------------------------------------------------------------------------------------------------------------------------------- WASTE WASTE WASTE WASTE TRANSACTION HISTORIC MAXIMUM CODE DESCRIPTION AMOUNT UNITS TYPE YEAR AMOUNT YEAR D003 Solid waste that exhibits the characteristic of reactivity 1045 GALLONS GENERATED 1993 F005 Spent non-halogenated solvents 900 POUNDS GENERATED 1993 Copyright 2018 Toxics Targeting, Inc. April 10,2018 54375 Route 25 Page 43 Map Identification Number 32 NYSDEC Name: RORY MACNISH Facility Id: NYR000010447 ® NYSDEC Address: 53795 MAIN RD SOUTHOLD, NY 11971 TT-Id: 740A-0052-577 EPA(RCRA)Name: MACNISH RORY EPA(RCRA)Address: 53795 MAIN RD SOUTHOLD, NY 11971 MAP LOCATION INFORMATION ADDRESS CHANGE INFORMATION Site location mapped by: MANUAL MAPPING (3) Revised street: NO CHANGE Approximate distance from property: 608 feet to the SW Revised zip code: NO CHANGE US EPA RCRA Type: GENERATOR TYPE NOT GIVEN Notification date: 08/07/1995 Land Disposal: Receives offsite waste: Incinerator: Storer: Treatment facility: Transporter: Contact Name- RORY MACNISH Source Type: Notification Contact Phone: 516-765-0045 Contact Info Date: 08/07/1995 Historically listed as the following USEPA RCRA Generator Size(s)as well: SMALL QUANTITY GENERATOR -------------------------------------------------------------------------------------------------------------------------------------------- NYS DEC Manifested Waste Summary: Waste Codes,Waste Units, and Transaction Types are only shown for the most recently reported year. -------------------------------------------------------------------------------------------------------------------------------------------- WASTE WASTE WASTE WASTE TRANSACTION HISTORIC MAXIMUM CODE DESCRIPTION AMOUNT UNITS TYPE YEAR AMOUNT YEAR D011 Silver 110 GALLONS GENERATED 1995 Map Identification Number 33 NYSDEC Name: RORY MACNISH Facility Id: NYD986982809 NYSDEC Address: 53795 MAIN ROAD SOUTHOLD, NY 11971 TT-Id: 740A-0052-578 MAP LOCATION INFORMATION ADDRESS CHANGE INFORMATION Site location mapped by: MANUAL MAPPING(3) Revised street: NO CHANGE Approximate distance from property: 608 feet to the SW Revised zip code: NO CHANGE US EPA RCRA(Resource Conservation and Recovery Act) information not reported; Site information reported by NYS DEC. -------------------------------------------------------------------------------------------------------------------------------------------- NYS DEC Manifested Waste Summary: Waste Codes, Waste Units, and Transaction Types are only shown for the most recently reported year. -------------------------------------------------------------------------------------------------------------------------------------------- Copyright 2018 Toxics Targeting, Inc. April 10,2018 54375 Route 25 Page 44 WASTE WASTE WASTE WASTE TRANSACTION HISTORIC MAXIMUM CODE DESCRIPTION AMOUNT UNITS TYPE YEAR AMOUNT YEAR D011 Silver 330 GALLONS GENERATED 1994 330 1992 Map Identification Number 34 NYSDEC Name: AGWAY INC Facility Id: NY0000465344 NYSDEC Address: 1705 YOUNG AVE SOUTHOLD, NY 11971 TT-Id: 740A-0052-579 EPA(RCRA) Name: AGWAY INC EPA(RCRA)Address: 1705 YOUNG AVE SOUTHOLD, NY 11971 MAP LOCATION INFORMATION ADDRESS CHANGE INFORMATION Site location mapped by: MANUAL MAPPING(3) Revised street: 1705 YOUNGS AVE Approximate distance from property: 756 feet to the NW Revised zip code: NO CHANGE US EPA RCRA Type: GENERATOR TYPE NOT GIVEN Notification date: 07/15/1994 Land Disposal: Receives offsite waste: Incinerator: Storer: Treatment facility: Transporter: Contact Name: PATRICIA BOGDAL Source Type: Implementer Contact Phone: 315-449-6742 Contact Info Date: 01/01/2007 Contact Name: PATRICIA BOGDAL Source Type: Notification Contact Phone: 315-449-6742 Contact Info Date: 07/15/1994 Historically listed as the following USEPA RCRA Generator Size(s)as well: CONDITIONALLY EXEMPT SMALL QUANTITY GENERATOR -------------------------------------------------------------------------------------------------------------------------------------------- NYS DEC Manifested Waste Summary: Waste Codes, Waste Units, and Transaction Types are only shown for the most recently reported year. -------------------------------------------------------------------------------------------------------------------------------------------- WASTE WASTE WASTE WASTE TRANSACTION HISTORIC MAXIMUM CODE DESCRIPTION AMOUNT UNITS TYPE YEAR AMOUNT YEAR NONE Site reported by US EPA. No hazardous waste activity reported by NYS. Map Identification Number 35 NYSDEC Name: WHITE BARN DETAILING Facility Id: NYR000029934 ® NYSDEC Address: 700 HUMMEL AVE SOUTHOLD, NY 11971 TT-Id: 740A-0050-663 EPA(RCRA)Name: WHITE BARN DETAILING EPA(RCRA)Address: 700 HUMMEL AVE SOUTHOLD, NY 11971 MAP LOCATION INFORMATION ADDRESS CHANGE INFORMATION Site location mapped by: MANUAL MAPPING(3) Revised street: NO CHANGE Approximate distance from property: 1034 feet to the NNE Revised zip code: NO CHANGE Copyright 2018 Toxics Targeting, Inc. April 10, 2018 54375 Route 25 Page 45 US EPA RCRA Type: GENERATOR TYPE NOT GIVEN Notification date: 09/27/1996 Land Disposal: Receives offsite waste: Incinerator: Storer: Treatment facility: Transporter: Contact Name: SCOTT BRADIAN Source Type: Implementer Contact Phone: 516-765-5595 Contact Info Date: 01/01/2007 Contact Name: SCOTT BRADIAN Source Type: Notification Contact Phone: 516-765-5595 Contact Info Date: 09/27/1996 Historically listed as the following USEPA RCRA Generator Size(s)as well: CONDITIONALLY EXEMPT SMALL QUANTITY GENERATOR -------------------------------------------------------------------------------------------------------------------------------------------- NYS DEC Manifested Waste Summary: Waste Codes,Waste Units, and Transaction Types are only shown for the most recently reported year. -------------------------------------------------------------------------------------------------------------------------------------------- WASTE WASTE WASTE WASTE TRANSACTION HISTORIC MAXIMUM CODE DESCRIPTION AMOUNT UNITS TYPE YEAR AMOUNT YEAR NONE Site reported by US EPA. No hazardous waste activity reported by NYS. Copyright 2018 Toxics Targeting, Inc. April 10, 2018 54375 Route 25 Page 46 f NO CHEMICAL STORAGE FACILITIES IDENTIFIED WITHIN 1/4 MILE SEARCH RADIUS Copyright 2018 Toxics Targeting, Inc. April 10, 2018 54375 Route 25 Page 47 iihNO HAZARDOUS SUBSTANCE WASTE DISPOSAL SITES IDENTIFIED WITHIN 1/2 MILE SEARCH RADIUS Copyright 2018 Toxics Targeting, Inc. April 10, 2018 54375 Route 25 Page 48 NO TOXIC AIR, LAND AND WATER RELEASES IDENTIFIED WITHIN 114 MILE SEARCH RADIUS Copyright 2018 Toxics Targeting, Inc. April 10,2018 54375 Route 25 Page 49 NO WASTEWATER DISCHARGES IDENTIFIED WITHIN 1/4 MILE SEARCH RADIUS Copyright 2018 Toxics Targeting, Inc. April 10, 2018 54375 Route 25 Page 50 NO AIR DISCHARGE FACILITIES IDENTIFIED WITHIN 1/4 MILE SEARCH RADIUS Adak A� Copyright 2018 Toxics Targeting, Inc. April 10, 2018 54375 Route 25 Page 51 I5 NO CIVIL &ADMINISTRATIVE ENFORCEMENT DOCKET FACILITIES IDENTIFIED WITHIN THE 1/4 MILE SEARCH RADIUS U.S. EPA EMERGENCY RESPONSE NOTIFICATION SYSTEM (ERNS) SPILLS AT THE LOCATION OR POTENTIALLY AT THE LOCATION OF 54375 Route 25 Southold, NY 11971 * Any ERNS Spills listed below are NOT mapped in this report ONSITE ERNS (A count of these spills can be found in the distance interval table) : THIS SITE IS NOT FOUND IN THE ERNS DATABASE POTENTIALLY ONSITE ERNS: THIS SITE IS NOT FOUND IN THE ERNS DATABASE A Aft A& mw Copyright 2018 Toxics Targeting, Inc. April 10, 2018 '54375 Route 25' Unmappable facilities for 'Suffolk' County Solid Waste Facilities FACILITY ID FACILITY NAME STREET CITY ZIP SYNCOR NUCLEAR PHARMACY S UNKNOWN TRANS MED LIMITED RMW TS UNKNOWN 52CO3 DUNLOP AVE COMPOSTING UNKNOWN 52W54R TRI-TOWN CARTING CORP. UNKNOWN 52W69R GLOBAL LAND MATERIALS UNKNOWN 52W72R C&A MATERIALS UNKNOWN 52W74 HOLBROOK TRUCK & LEASING UNKNOWN 52W76R LONG ISLAND DIRT CORP. UNKNOWN 52W77R T.S. HAULERS, INC. UNKNOWN 52W78 NORTH SHORE RECYCLING UNKNOWN 52W80R CALVERTON INDUSTRIES, LLC UNKNOWN 52W81R BELLI CONTRACTING CO, INC UNKNOWN 52W85R LONG ISLAND RECYCLING INC UNKNOWN 52W98R ALEXANDER AND ANTHONY IZZ UNKNOWN NY00000003098 JOSEPH MENAFRA MAN. UNKNOWN UNKNOWN UNKNOWN Hazardous Spills - TANK FAILURES - Closed FACILITY ID FACILITY NAME STREET CITY ZIP 9208395 LORETTA DIMAGGO RESIDENCE MAIN ROAD SOUTHOLD UNKNOWN Hazardous Spills - TANK TEST FAILURES - Closed FACILITY ID FACILITY NAME STREET CITY ZIP 9201151 MOBIL MAIN STREET SOUTHOLD UNKNOWN Hazardous Spills - UNKNOWN CAUSE OR OTHER CAUSES - Closed FACILITY ID FACILITY NAME STREET CITY ZIP 8401635 UNKNOWN 8401564 UNKNOWN 8100603 UNKNOWN 1410480 SUFFOLK COUNTY EM. RES. BUILDING 40 LOOP ROAD UNKNOWN 7800390 DUCK LAKE UNKNOWN 9111304 LILCO SOUTHOLD GENERATING STATION GREENPORT UNKNOWN 8301372 GREENPORT UNKNOWN 7801072 PILOT STATION UNKNOWN 9814067 MIDDLE ROAD PUMP STATION RTE 48 SOUTHOLD UNKNOWN 9406383 SCDPW MIDDLE ROAD SOUTHOLD UNKNOWN 8601524 UNKNOWN MAIN ROAD SOUTHOLD UNKNOWN 8301694 SOUTHOLD UNKNOWN 8201204 SOUTHOLD UNKNOWN 1108421 FORMER FORT MICHIE GREAT GULL ISLAND SOUTHOLD 11971 1106154 UNKNOWN MAIN ROAD SOUTHOLD 11971 0800787 UNKNOWN NORTH SEA ROAD SOUTHOLD 11971 Hazardous Spills - MISC. SPILL CAUSES - Closed FACILITY ID FACILITY NAME STREET CITY ZIP 9509852 BUILDING 102 POWER PLANT PO BOX 848 GREENPORT UNKNOWN 8805231 LILCO MAIN ROAD GREENPORT UNKNOWN 8701955 WARNERS OIL INC RTE 48 GREENPORT 11944 9204071 JOHN BYANK PASS VEHICLE IN RP`S VEHICLE NOT GIVEN UNKNOWN 9912759 UNKNOWN NORTH ROAD/EAST WIND LANE SOUTHOLD 11971 9803039 BERTS RELIABLE YOUNGS AVENUE SOUTHOLD 11971 9411973 RESIDENCE HUMMLE AVENUE SOUTHOLD 11971 9310319 UNK COUNTY ROAD 48 SOUTHOLD UNKNOWN 9105197 LILCO HORTON STREET SOUTHOLD UNKNOWN 8806399 UNKNOWN HASHAMOMUCK POND SOUTHOLD 11971 8401135 SCDPW SCDPW SOUTHOLD 11971 1213846 UNKNOWN 67380 MAIN ROAD SOUTHOLD 11971 0003814 UNKNOWN MAIN ROAD SOUTHOLD 11971 0125321 UNKNOWN STREETS OF SUFFOLK COUNTY TOWNS OF SUFFOLK COUNTY UNKNOWN Petroleum Bulk Storage Facilities FACILITY ID FACILITY NAME STREET CITY ZIP 6-11907 UNKNOWN NYSF13940 GO TO REF NO. 04189 UNKNOWN NYSF15282 GO TO REF.NO 07541 UNKNOWN 10-0036 LILCO-SOUTHOLD GENERATING STAT MAIN RD GREENPORT 11944 10-0178 SUNRISE COACH LINES INC MAIN RD GREENPORT UNKNOWN 10-0187 FARMER MIKES FARM MAIN RD PECONIC UNKNOWN NYSF13615 THE TRAVELER WATCHMAN CORP TRAVELERS ST SOUTHOLD 11971 NYSF13641 LONG ISLAND TRAVELER TRAVELERS ST SOUTHOLD 11971 NYSF13699 VALINSKI OLDSMOBILE INC TRAVELERS ST SOUTHOLD 11971 NYSF13711 METRO RENTAL LTD RTE 25 MAIN RD SOUTHOLD 11971 NYSF13745 WILLOW HILL AUTOMOTIVE INC RTE 25 MAIN RD SOUTHOLD 11971 NYSF16953 PROPERTY ANGELS LLC MAIN ST SOUTHOLD 11971 Hazardous Waste Generation or Transport Facilities FACILITY ID FACILITY NAME STREET CITY ZIP NYP003631264 NYSDEC SPILLS ? LIC UNKNOWN NYD054993431 VOLINSKI OLDS INC PO BOX 208 MATTITUCK 11971 NYP003631512 NYSDEC BUREAU OF SPILLS EXIT 27A GARDEN STATE PKWY NIS UNKNOWN NYD982719718 FREDERICK J MINER DBA MINER GRAPHICS COLONIAL CORNERS SOUTHOLD UNKNOWN NYD986891281 LONG ISLAND TRAVELER WATCHMAN INC TRAVELER STREET SOUTHOLD 11971 NYD986958726 MOBIL SIS 17-226MAIN ST SOUTHOLD 11971 NYN000052517 TOWN OF SOUTHHOLD - SANITARY LANDFILL MAIN ROAD SOUTHOLD UNKNOWN NYR000185868 FORT MITCHIE - GREAT GULL ISLAND BATTERY PALMER TANK 2 GREAT GULL ISLAND SOUTHOLD 11971 NYX720000000 TRANSPORTER X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXX UNKNOWN Hazardous Substance Waste Sites FACILITY ID FACILITY NAME STREET CITY ZIP NY0002 MANDERVILLE PLANT MANDERVILLE, NY ? UNKNOWN NY0003 PINE`S SWITCH PLANT PINE`S SWITCH UNKNOWN Wastewater Discharges FACILITY ID FACILITY NAME STREET CITY ZIP NY0199621 METROPOLITAN LIFE INSURANCE CO UNKNOWN NY0210595 SELDEN CHANNEL LAUNDROMAT UNKNOWN NY0220841 WASHINGTON AVENUE CONDOMINIUMS UNKNOWN NY0221350 PIZZA HUT #606176 UNKNOWN Air Releases FACILITY ID FACILITY NAME STREET CITY ZIP 3610300148 FAA-H/BROOKHAVEN GERARD DRIVE PECONIC UNKNOWN 3610360007 TOWN OF SOUTHHOLD UNKNOWN SOUTHHOLD UNKNOWN 3610300333 TOWN OF SOUTHHOLD UNKNOWN SOUTHOLD UNKNOWN Adk Awk : �. Copyright 2018 Toxics Targeting, Inc. 54375 Route 25 April 10,2018 Hazardous waste codes presented in individual Toxic Information Profiles are defined below. D003 Solid waste that exhibits the characteristic of reactivity, but is not listed under any other hazardous waste code. D011 Silver F005 The following spent non-halogenated solvents: Toluene, methyl ethyl ketone, carbon disulfide, isobutanol, pyridine, benzene, 2-ethoxyethanol, and 2-nitropropane; all spent solvent mixtures/blends containing, before use, a total of ten percent or more(by volume)of one or more of the above non-halogenated solvents or those solvents listed in F001, F002, or F004; and still bottoms from the recovery of these spent solvents and spent solvent mixtures. (I,T) Source: U. S. Environmental Protection Agency How Toxic Site Locations Are Mapped Toxics Targeting maps toxic site locations on a digital version of the U. S. Census map or those used by local authorities using addresses and map coordinates provided by site owners/operators or government agencies. In order to allow site locations to be verified independently, the information used to map each site is presented in the first section of each Toxic Site Profile, along with a description of the mapping technique used and any address corrections that were made in order to locate toxic sites with incomplete or inadequate site location information. The mapping process is explained below. Map Identification Number: 12 Site Name: Acme World Manufacturing, Inc. Site Address: 55 Main Street Anytown, NY 11797 MAP LOCATION INFORMATION ADDRESS CHANGE INFORMATION Site location mapped by: 1) Most toxic sites are mapped by matching Revised Street: NO CHANGE addresses provided by site owners/operators Address Matching or government agencies with locations on a Revised zip code: NO CHANGE digital version of the street or parcel map. These site locations are identified with the method used to map them. 4) Site addresses are Note: Some sites have an address sometimes corrected to match location and a map eliminate obvious errors coordinate location. Both locations that prevent sites from are mapped because they can be being mapped. All equally correct. 2) Some toxic sites are located using map coordinates provided by site owners/ address corrections are operators or government agencies. These site locations are identified"map noted here. coordinate." Map coordinates for Toxic Wastewater Discharges,Toxic Release or Map Coordinate Inventory sites and Major Oil Storage Facilities should be considered suspect. or Manual Mapping go 3) Incomplete addresses or map coordinates require some site locations to be determined by commercial street maps(manual mapping),site visits, map coordinates from other databases and address location services. Application of any of these or Site Visit methods is identified accordingly. Information Source Guide Toxics Targeting's Environmental Reports contain government and other information compiled on 18 categories of reported known or potential toxic sites.Each toxic site database is described below with information detailing a)the source of the information,b)the date when each database is covered to and c)when Toxics Targeting obtained the information.. 1)National Priority List for Federal Superfund Cleanup:Toxic sites nominated for cleanup under the Federal Superfund program. Annual compilation of special two-page detailed profiles of NPL sites. Also includes delisted NPL sites. ASTM required.* Fannie Mae required.** Source:U. S.Environmental Protection Agency.I Data attributes updated from: 9/09/2015. Data obtained by Toxics Targeting: 9/09/2015. New Facilities updated through: 9/30/2016. Data obtained by Toxics Targeting: 9/30/2016. 2)Inactive Hazardous Waste Disposal Site Registry:New York State database that maintains information and aids decision making regarding the investigation and cleanup of toxic sites. The Registry's data includes two-page profiles noting site name, ID number,description,classification,cleanup status,types of cleanup,owner information,types and quantities of contaminants,and assessment of health and environmental problems. Also included are sites that qualify for possible inclusion on the Registry. These Registry Qualifying sites may or may not be on the Site Registry. ASTM required.* Fannie Mae required.** Source:New York State Department of Environmental Conservation.2 Data attributes updated through: 4/5/2018. Data obtained by Toxics Targeting: 4/5/2018. New Facilities updated to: 4/5/2018. Data obtained by Toxics Targeting: 4/5/2018. 3)Federal&State Corrective Action Activity(CORRACTS): New York State and Federal databases of hazardous facilities regulated pursuant to the Resource Conservation and Recovery Act(RCRA). ASTM required.* Fannie Mae required.** Federal Data Source:U.S.Environmental Protection Agencyl Data attributes updated through: 3/01/2018. Data obtained by Toxics Targeting: 3/07/2018. New facilities updated through: 3/01/2018. Data obtained by Toxics Targeting: 3/07/2018. State Data Source:New York State Department of Environmental Conservation.2 Data attributes updated through: 4/05/2018. Data obtained by Toxics Targeting: 4/05/2018. New facilities updated through: 4/05/2018. Data obtained by Toxics Targeting: 4/05/2018. 4)CERCLIS:Toxic sites listed in the Federal Comprehensive Environmental Response,Compensation and Liability Information System. Includes Active and No Further Remedial Action Planned(NFRAP)sites. ASTM required.* Fannie Mae required.** Source:U.S.Environmental Protection Agency.I Data attributes updated through: 10/25/2013. Data obtained by Toxics Targeting: 1/07/2014. New Facilities updated through: 7/17/2017. Data obtained by Toxics Targeting: 8/22/2017. 5)Brownfield Programs:NYS programs for sites that are abandoned,idled or under-used industrial and/or commercial sites where expansion or redevelopment is complicated by real or perceived environmental contamination. ASTM required.* Source:New York State Department of Environmental Conservation.2 Data attributes updated through: 4/5/2018. Data obtained by Toxics Targeting: 4/5/2018. New Facilities updated to: 4/5/2018. Data obtained by Toxics Targeting: 4/5/2018. (a) Brownfield Cleanup Program(BCP) (b) Voluntary Cleanup Program(VCP) (c) Environmental Restoration Program(ERP) 6)Solid Waste Facilities:NYS Solid Waste Registry,including,but not limited to,landfills,incinerators,transfer stations, recycling centers. ASTM required.* Fannie Mae required.** Source:New York State Department of Environmental Conservation.2 Data updated to: 4/1/2013. Data obtained by Toxics Targeting: 4/1/2013. 7)RCRA Hazardous Waste Treatment,Storage or Disposal Facility Databases: (a)Manifest Information:New York State database of hazardous waste facilities and shipments regulated by the DEC's Division of Environmental Remediation pursuant to NYS Law and the Resource Conservation and Recovery Act(RCRA). ASTM required.* Fannie Mae required.** Source:New York State Department of Environmental Conservation? New facilities updated through: 1/22/2018. New facilities obtained by Toxics Targeting: 1/24/2018. Manifest transactions data updated to: 1/22/2018. Manifest transactions data obtained by Toxics Targeting: 1/24/2018. (b)RCRA Notifier&Violations Information:U.S.Environmental Protection Agency database of hazardous facilities regulated pursuant to the Resource Conservation and Recovery Act(RCRA). ASTM required.* Fannie Mae required.** Source:U.S.Environmental Protection Agencyl New facilities updated through: 3/01/2018. New facilities obtained by Toxics Targeting: 3/07/2018. Data attributes updated through: 3/01/2018. Data obtained by Toxics Targeting: 3/07/2018. 8)Spills Information Database: Spills reported to the DEC as required by one or more of the following:Article 12 of the Navigation Law,6 NYCRR Section 613.8(from Petroleum Bulk Storage Regulations)or 6 NYCRR Section 595.2(from Chemical Bulk Storage Regulations). This database includes both active and closed spills. ASTM required.* Fannie Mae.** Source:NYS Department of Environmental Conservation? New spills through: 3/26/2018 New spills data obtained by Toxics Targeting: 3/26/2018 Spill attribute data through: 3/26/2018 Spill attribute data obtained by Toxics Targeting: 3/26/2018 Active spills: paperwork not completed. Closed spills: paperwork completed. Both active and closed spills may or may not have been cleaned up(see Date Cleanup Ceased in spill profiles). 9)Maior Oil Storage Facilities:NYS database of facilities licensed pursuant to Article 12 of the Navigation Law,6NYCRR Parts 610 and 17NYCRR Part 30,such as onshore facilities or vessels,with petroleum storage capacities equal to or greater than 400,000 gallons. Tank and other data withheld by NYSDEC as of 4/1/2002. ASTM required.* Fannie Mae required.** Source:New York State Department of Environmental Conservation.2 Data updated through: 7/1/2016. Data obtained by Toxics Targeting:7/1/2016. 10)Petroleum Bulk Storage Facilities: County or State databases of aboveground and underground petroleum storage facilities. ASTM required.* Fannie Mae required.** All New York Counties except Cortland,Nassau,Rockland, Suffolk,and Westchester: NYS Petroleum Bulk Storage Database. This includes all New York State counties except Cortland,Nassau,Rockland,Suffolk,and Westchester. ASTM required.* Fannie Mae required.** Source:NYS Department of Environmental Conservation.2 New facilities updated through: 7/1/2016. Data obtained by Toxics Targeting: 7/1/2016. Tank data updated through: 7/1/2016. Data obtained by Toxics Targeting: 7/1/2016. Cortland County: Cortland County Health Dept.Tank database. Source:Cortland County Health Department? Data updated through: 7/15/2004 Data obtained by Toxics Targeting:7/23/2004 Nassau County: a compilation of the following 2 databases: Heat producing products and other products: Source:Nassau County Department of Health.3 NOTE: This data is being withheld by the Nassau County DOH Data updated through:4/1/2001. Data obtained by Toxics Targeting: 1/2/2002 Generally non-heat producing products: Source:Nassau County Fire Marshal.4 Data updated through: 8/6/2009. Data obtained by Toxics Targeting:9/22/2009 Rockland County: Rockland County Dept.of Health Tank database. Source:Rockland County Department of Health.5 Data updated through: 1/6/2017. Data obtained by Toxics Targeting: 1/11/2017. Suffolk County: Suffolk County Dept.of Health Article 12 database Source: Suffolk County Department of Health Services.6 Data updated through: 1/30/2014. Data obtained by Toxics Targeting:7/22/2014. Westchester County: Westchester County Dept.of Health database. Source:Westchester County Department of Health 8 Data updated through: 2/22/2016 Data obtained by Toxics Targeting: 2/22/2016 11)RCRA Hazardous Waste Generators and/or Transporters Databases: (a)Manifest Information: New York State database of hazardous waste facilities and shipments regulated by the NYS Department of Environmental Conservation's Division of Environmental Remediation pursuant to New York State Law. ASTM required.* Fannie Mae required.** Source:New York State Department of Environmental Conservation.2 New facilities updated through: 1/22/2018. New facilities obtained by Toxics Targeting: 1/24/2018. Manifest transactions data updated to: 1/22/2018. Manifest transactions data obtained by Toxics Targeting: 1/24/2018. (b)RCRA Notifier&Violations Information:U.S.Environmental Protection Agency database of hazardous facilities regulated pursuant to the Resource Conservation and Recovery Act(RCRA). ASTM required.* Fannie Mae required.** Source:U.S.Environmental Protection Agencyl New facilities updated through: 3/01/2018. Data obtained by Toxics Targeting: 3/07/2018. Data attributes updated through: 3/01/2018. Data obtained by Toxics Targeting: 3/07/2018. 12)Chemical Bulk Storage Facilities:New York State database of facilities compiled pursuant to 6NYCRR Part 596 that store regulated substances listed in 6NYCRR Part 597 in aboveground tanks with capacities greater than 185 gallons and/or in underground tanks of any size. Tank and other data withheld by NYSDEC as of 4/1/2002. ASTM required.* Fannie Mae required.** Source:New York State Department of Environmental Conservation.2 Data updated through: 7/1/2016. Data obtained by Toxics Targeting: 7/1/2016. 13)Hazardous Substance Waste Disposal Site Study:NYS database of waste disposal sites that may pose threats to public health or the environment,but could not be remediated using monies from the Hazardous Waste Remedial Fund. Source:New York State Department of Environmental Conservation.2 Data updated to: 5/16/2000. Data obtained by Toxics Targeting: 5/16/2000. 14)Toxic Release Inventory(TRI):Federal database of manufacturing facilities required under Section 313 of the Federal Emergency Planning and Community Right-to-Know Act to report releases to the air,water and land of any specifically listed toxic chemical. See Fannie Mae requirement**below. Source:U. S.Environmental Protection Agency.I /NYS Department of Environmental Conservation2 Data updated through: 3/8/2004. Data obtained by Toxics Targeting:3/25/2004 15)Toxic Wastewater Discharges(Permit Compliance System): Federal database of discharges of wastewater to surface waters and groundwaters. See Fannie Mae requirement**below. Source: U.S.Environmental Protection Agency.I Data updated through: 6/17/2004. Data obtained by Toxics Targeting:7/19/2004. 16)Air Discharge Facilities:EPA AIRS database containing address information on each air emission facility and the type of air pollutant emission it is. Compliance information is also provided on each pollutant as well as the facility itself. See Fannie Mae requirement**below. Source:U.S.Environmental Protection Agencyl Data updated through: 11/24/1999. Data obtained by Toxics Targeting: 1/6/2000 17)Civil Enforcement&Administrative Docket:This database is the U.S.EPA's system for tracking administrative and civil judiciary cases filed on behalf of the agency by the Department of Justice. Fannie Mae required.** Source:U.S.Environmental Protection Agency.I New Sites through: 10/14/1999. Data updated through: 10/14/1999. Data obtained by Toxics Targeting: 11/18/1999. 18)Emergency Response Notification System(ERNS):Federal database of spills compiled by the Emergency Response Notification System. On-site searches only. ASTM required.* See Fannie Mae requirement**below. Source:U.S.Environmental Protection Agency.I Data updated through: 1/31/2000. Data obtained by Toxics Targeting:2/15/2000 *American Society of Testing Materials Standard Practice on Env.Site Assessments- Phase I Environmental Site Assessment Process(E1527-05) **Fannie Mae's Part X Environmental Hazards Management Procedures specify 10 mile searches for"any state or Federal list of hazardous waste sites(e.g CERCLIS,HWDMS etc.)."Searches for the property and adjacent properties are specified for"chemical manufacturing plants,""obvious high risk neighbors engaging in storing or transporting hazardous waste,chemicals or substances"and"..any documented or visible evidence of dangerous waste handling (e g stressed vegetation,stained soil,open or leaking containers,foul fumes or smells,oily ponds,etc" Searches for property and adjacent properties can include sites up to a quarter mile away(W Hayward,Director,Multi-Family Business Planning and Control,Fannie Mae,personal communication,5/94) IU.S.Environmental Protection Agency,290 Broadway,NY,NY 10007-1866 2NYS Department of Environmental Conservation,625 Broadway,Albany,NY 12233 3Nassau County Department of Health,Bureau of Land Resources Management,240 Old Country Road,Mineola,NY 11501 4Nassau County Fire Commission,Office of the Fire Marshal,899 Jerusalem Avenue,P O Box 128,Uniondale,NY 11553. 5Rockland County Department of Health,The Dr Robert Yeager Health Center,Building D,Sannonum Road,Pomona,NY 10970. 6Suffolk County Department of Health,Hazardous Materials Management,15 Horseblock Place,Famungvnlle,NY 11738-1220 7Cordand County Department of Health,60 Central Avenue,Cortland,NY 13045-2746 8Westchester County Department of Health,145 Huguenot St,New Rochelle,NY 10801 54375 Route 25,Southold Phase I ESA APPENDIX D SITE PHOTOGRAPHS of NEI.SCN a'E 6-11(-C .-S L,_c. 54375 Route 25,Southold f �I '+r 3 bay garage in northwest corner of property West side of main building a. Interior of drive thru bank building West and north sides of main building 54375 Route 25,Southold y n Existing underground fuel oil storage tank and alarm system Typical office space in building Northern parking area Interior of former bank 54375 Route 25,Southold Electrical transformer on east side of building Oil fired boilers in basement Typical view of the roof on the addition to building Typical room in basement 54375 Route 25,Southold A Y 4 Typical floor drains in basement Drum of non-hazardous waste in garage building v w . i+K �R Sump pumps in basement Elevator hydraulic system 54375 Route 25,Southold like S%i .. I South and east side of main building Electrical transformer on east side of main building CAUT I1WHEN ALARM BELL SOUNDS f TANK FILLED TO CAPACITY DO NOT OVERFILL 1N Alarm system underground fuel oil storage tank East side of main building 54375 Route 25,Southold t Typical view of roof on original portion of the building Generator in garage _ - � • :yam Typical view of parking area on northern portion of the property 54375 Route 25,Southold Phase I ESA APPENDIX E AERIAL PHOTOGRAPHS f.ELBOJ POPE S.VOOWaS LLC 6NVIROW TAL.PLANNING.CQJSIJLTNG • .. �r q / ( • , . 1 • •+i1• ��_,� � ~7 � _ILL+�� Y ` . s � t h y �' � S y fit' _ •.1 � M" • ' � y s > � 1 • • � ' � � ��;. ♦ ���~try*ff',� / � ^ . ... w 40` Ir Alt Ilk � ,fir • �.� �.? } � .. �, 00 ti• 'tet.•'1��� * t. ., ,�. ,�►►� ,,t ' �. OW r t ;s /r' e r_ • 1 -i do Je A !r' Olt _ } go op 0 400 lot op ' I op .01 i th " �� ` •o. 1 it i Vo — ` a 'fit .1.rV -a4 JL All owl` *4 r 16 P � ♦ f Jr 6 \ y e lip a y r • t r s s, blow Ix , -;�.. r +``„yS�' #. • i �1 �' W � r •t INQUIRY*5253308.4 T YEAR.- 1985 ■ ^ s �1 =500' EDR' ,� �• r y ti Y 1 a ' • S, f Olt 't! 14 1 AL '[ i.' • �► INQUIRY#:5253308.4 . 1�Q YEAR: 1980 r \ =500' a Awk fi � 's•^ 'tea �l j'i� . i � G '�✓. � •� .� j f • \ 1`" 41 qw i i. 1 , '� IS, `� _ 1 .%— Wm� F f= Nob 114 s r ry �{ 8 4 ♦ ♦ 16 'i tori 04 16 yy t ■ i A � •• "r ler �+�"� � .� �•. K .� •I: ite INQUIRY#:5253308.4 • YEAR: 1970 N a =500' (rEDR' ,. A lo POW �� � ��rte'. '', � 8 t . .'" ,�,' •� + A Tk . f7s ,. if - I�244 It ► f , i Ito! c� INQUIRY#:5253308.4 �( � _ �' '���• YEAR: 1962 u eEDR =500' W__ s_ I y / Via; '� �� ��� � •� . 1 'N • 1' • '.Y i1 e ! �7' r ♦ ' y j^. iK*. JAL �\ •� {4 s 14,m M•il i r y 1 _ m i< F t v ♦ 5 �_wv \ L\ ! ■ t ' . ILI 1 « .. '_ 0100 INQUIRY#:5253308.4 YEAR: 1954 ,I J- Cr =500' EDR ,41; 4, r r 4 `' +r r � 3 l\ i �� f +x '•xg- � - u *'�• +' *r �r � ��� •rte - =� � X .fir�`��• � ► .0 y��,+, � ��_ �� �, � �` 1 �r 74 4c 4 40 �. Am odr f, INQUIRY#:5253308.4 YEAR: 1940 =500' (rEDR • max, V F. f '4 if l:. t i s' n r 54375 Route 25,Southold Phase I ESA APPENDIX F USGS TOPOGRAPHIC MAPS NELSON POPE 6 VOOP4+'S L.C. F rr�iFlprf.'ENTn�.A_nvNra�.i_rJ�ti:_c."R.+;. eEDW Historical Topo Map 2013 jHashamomuck_Beach DNr ao AceE Arsha 50 �OVNDVIEWAVE c� Ffoshamomuck .F� 9 orlon Po,ld qLF Point' c Horton Ne o > spa - z 'I EEK DR 0. oLD N RD Horton i Lane Beach r / •' -- u+ -.� i EiEN -yo 9 M rfn �r o p „A <• lm \ ' zMAIER PL 90 ,F l,�FjrO Kenney Road reach z se CTF90 FPNE v3 V y \1 �� CN FiistPresbyterian Church Mudd'sVineyard q` ` JASMINE s tE9O 90 Founders Landing cN t v y Harpers Point JOCKEYCREEKpq- yrE SnUlhnld Willow agai `✓i y _ 0 Hill C/em p PINE NECK RDs $ J t CUSTER i� -:o i Z �c CLEARV/�pyAV f p _ Z N PARISH DR-- Duck Walk, .25 y�" Osprey's Vineyards `ENN RD.; Goose W-, /- p 2�� G—_= I Creek -,� � /O�W R, Dominion Vineyards hal- �;Q ��! m — ,�F 2 11 � ''t vi � Corey �����Pz Creek Vineyards r GOOse1- a Seim Neck � �,f BAwrEW Ro` a�iEXT 1 s Cem _ Patrick , / _ t o Bay \ i -- N BAYVlfW T Great t, �� �` � a �`�� Bayview Z. `�, View Hog i� .p IEEE This report includes information from the following map sheet(s). 0 Miles 0.25 0.5 1 1.5 NW N NE TP.Southold,2013,7.5-minute SITE NAME: 54375 Route 25, Southold ADDRESS: 54375 Route 25 W Southold, NY 11971 CLIENT: Nelson, Pope&Voorhis LLC 1 N, SW S SE 5253308 - 1 page 4 OEDR• Historical Topo Map 1956 • . Basra •.. Horton Pt G # JNab hQ� .�•0ShilohomLighthou)pCO". Ch e. ti° Rr,!__ 1. � •� 32 NO '.RDS'% QI ' � � -� G° 10 X :r1 j° Li . ly �• �5 �''�� ) Budde Pond R0 Beixedon 40,; ,' �ti1-�, `"X i �c r' ar 2:'• 'Estates . Southold- BM 3 211. 't,• •� , ..' •� '� \ .• •_ ��e •!.$M Founders ` /(::= Landing SHELTER � Park Harpers I` T. Pt Cr Southold \.: �`.� Bay Wiiiow-Hill+ 10 ••�: •.•-R0' ' %1 r �ic• . 20 Reydon Shores Peconic .GSch o k L H _oA c' � � •�'ti ti _ o ; This report includes information from the following map sheet(s). 0 Miles 0.25 0.5 1 1 5 NW N NE TP,Southold, 1956,7.5-minute SITE NAME: 54375 Route 25, Southold ADDRESS: 54375 Route 25 Southold, NY 11971 w CLIENT: Nelson, Pope&Voorhis LLC N• SW S SE 5253308 - 1 page 5 (FEDR' Historical Topo Map 1947 Horton Pt `. Hoshomomuck 70 Pond —60 22 —31 Wy }� 11 _L 25 +rte I j •.°+v.: N SOUTHO r, Grow Pond) ;• �' � •�� k` ` Town C •'L. F1tlpM't Pt. FOUNDER!LDo •av _ � _ G,. Southold 20 • .�_ — _ t "`�"! _ say 20 — Lt• 10 i Rey • �IO d'` S w eom a O Sh •• • • •I . � �NORTN p• • C • This report includes information from the following map sheet(s). 0 Miles 0.25 0.5 1 1 5 Nw N NE TP,Southold. 1947,7.5-minute SITE NAME: 54375 Route 25, Southold ADDRESS: 54375 Route 25 w E Southold. NY 11971 CLIENT: Nelson, Pope&Voorhis LLC N Sw S SE 5253308 - 1 page 6 OEDR' Historical Topo Map 1904 or- IN Nei l 30 4 t 74 f�o l *41 e �r t rto This report includes information from the following map sheet(s). 0 Miles 0.25 0.5 1 1.5 NW N NE TP,Shelter Island, 1904, 15-minute SITE NAME: 54375 Route 25, Southold ADDRESS: 54375 Route 25 w Southold, NY 11971 CLIENT: Nelson, Pope&Voorhis LLC N' SW S SE 5253308 - 1 page 7 54375 Route 25,Southold Phase I ESA APPENDIX G FOIL INFORMATION NPWO NEL (:�f SON E G VCDO7 -1,, l.C. F_'.:.IfL_+l Y.'IEN(i.;� �•G'Vl.il'JI�.I.L T�:�,-•..�'IIJ... I-or office use only APPLICATION FOR PUBLIC ACCESS TO RECORDS Date; ff--023 r[y Office(s): C�l+�. Suffolk County Department of�Health Services Tracking . WW-A. TO APPLICANT: Please complete Section i of this form..Do not leave any areas blank. Mail or fax a completed application to the Freedom of Information Officer listed below. SECTION is To be completed byApplicant, aED n n� DDate of Application: 4/16118 Applicant Represents: Nelson,Pope&V00i �Jy Applicant's Name Please print): Ashley Marciszyn/Steven McGinn pP ' ( p � ) �-�-cvi$ Applicants Mailing Address: 572 Walt Whitman Road,Melville,NY11747 Anntu•ant'e Phnne#: (631)427-S66S x215' Applicant's Email: amarcls n@nels� pcpe.cc.�: , plica .._ Applicant's Signature: � V a HEREBY APPLY TO: []✓ Inspect the following record (check one box) El Receive a copy of the following docdment(s) Describe the record sought and if in regard to a properby include a eo=lete tax mep number(Distr ccf, ' Section, Block& Lot in the proper format). Supply all relevant information that will help locate the record desired,date(s), a file title, reference number, the physical address, and property type (commercial/residential/subdivision). Complete one application for each address. 5CTM#: 1000-060.00-02.00-012.002 Address:101 Youngs Avenue(Railroad Ave),Southold,NY 11971 Looking for site plans,surveys,storage tank information,spits information,property history,previous&current property owner information,CO's,hazardous materials info,cesspools,leaching pools,sanitary system information,Inspections,etc.for the above ! afsr en 'pr opertr. i 'Vote:currentiy an existing parking lot,unsure if there has been development in the past NP&V#:18084-Lot 12.2(FOIL 1 of 5) i PROVIDE REQUEST TO: FOIL Officer. I Suffolk County Department of Health Services Post Office Box 9006 Great River, NY 11739-9006 Fax#: 631-854-0156 s SECTION 11-For use by Freedom of Information Officer(or designee) only o Approved. Call to arrange an appointment to inspect the requested recon(. Contact Person: Phone#: I Records not possessed or maintained by this agency. o Records cannot be found after diligent search. r, rlcniori Mmncnn fnr ricninl- o Document(s)enclosed as requested. o Receipt of this request is acknowledged. There will be a delay in supplying the requested I record until payment of reproduction fee is received. The following fee'applies $ o Other: Signature: C� �4 C 0 fv�� Date: / g :� /7�� r-' Title: , Gi �`7 • 1 S ection iii-Notice to applicant You have the right to appeal a denial of this application in writing to the Office of the County Attorney within 30 days of the denial. Information as to the person to contact is shown below. The contacted person must respond to you in "writing within ten business days of receipt of your appeal. Suffolk County Attorney H, Lee Dennison °Idg.,64th floor 100 Veterans Memorial Highway Hauppauge,NY 11788 oushierss T eiwhone: (631)863-41749 For office use only Date: APPLICATION FOR PUBLIC ACCESS TO RECORDS Office(s): WW M 1 C-- Suffolk County Department of Health Services Tracking M I , INSTRUCTIONS TO APPLICANT: Please complete Section I of this form. Do not leave any are nk. Mail or fax a completed application to the Freedom of Information Officeff tVt,-g c--p lefed by Applicent: ��i L� Date of Application: 4/16/18 Applicant Represents: Nelson,Pope&Voorhis, Q 2 201$ Applicant's Name (Please print): Ashley Marciszyn/StevenMcGinn Applicant's Mailing Address: 572 Walt Whitman Road,Melville,NY11747 Applicant's Phone#: (631)427-5665x215 Applicant's Email: a •c Applicant's Siqnature: 1 HEREBY APPLY TO: ❑✓ Inspect the following record (check one box) ❑ Receive a copy of the following document(s) Describe the record sought and if in regard to a property include a complete tax map number(District, Section, Block& Lot in the proper format). Supply all relevant'information that will help locate the record desired: date(s), a file title, reference number, the physical address, and property type (commercial/residential/subdivision): Complete one application for each address. SCTM#: 1000-060.00.02.00-012.002 Address.102 Youngs Avenue(Railroad Ave),Southold,NY11971 Looking for site plans,surveys,storage tank information,spills information,property history,previous&current property owner informatlon,CO's,hazardous materials info,cesspools,leaching pools,sanitarysystem information,inspections,etc.for the above f referenced property. ivolfe:eurrenVy an exis—Ung parking lot,unsure if there has been development In the past NP&V#:18084-Lot 12.2(FOIL 2 of 5) j t oo^"'nC oEQ111-Ee�v� �.T T^ FOIL Officer 1 "~�v - Suffolk County Department of Health Services f Post Office Box 9006 I ; Great River, NY 11739-9006 Fax#: 631-854-0156 i SECTION II-For use by Freedom of Information Officer(or designee) only o Approvea: Cali to arrange an appointment to inspect the requested record. Contact Person: Phone#: Records not possessed or maintained by this agency. ' o Records cannot be found after diligent search. o Denied. Reason for denial: o Document(s) enclosed as requested. ' o Receipt of this request is acknowledged. There will be a delay in supplying the requested ± record until payment of reproduction fee is received. The following fee applies $ o Other: Signature: Title: Date: Ic- .71151 Section 111-Notice to applicant i You have the right to appeal a denial of this application in writing to the Office of the County Attorney within 30 days of f the denial. Information as to the person to contact is shown below. The contacted person must respond to you in writing within ten business days of receipt of your appeal. Suffolk County Attorney H. Lee Dennison Bldg.,6th floor 100 Veterans Memorial Highway Hauppauge, NY 11788 Business Telephone: (631)853-4049 I If-9_3 n(� For office use onlyI , �� - ^1 APPLICATION FOR PUBLIC ACCESS TO RECORDS bate:Date: s):, p,�w 3 Suffolk County Department of Health Services OfflcTracking#: • 13 I INSTRUCTIONS TO APPLICANT: Please complete Section I of this form. = . iviaii ui iaX a coiiipleted application to the Freedom of Information Officer li e tZ 1. SECTION►: To be completed by Applicant. MAY 0 2 2018 Date of Application: 4116118 Applicant Represents: Nelson,Pope&Voorhis,LLC Applicant's Name (Please print): Ashley Marcoyn/Steven McGinn KI N Iml g Applicant's Mailing Address: 57,2 Walt Whitman Road,Melville,Nr11747 Aeolicant'sPhone#: (631)4275665x215 Applicant's-Email: amarclszynaOnelsonpope.com Applicant's Signature: , I HEREBY APPLY TO: ❑✓ Inspect the following record (check one box) ❑ Receive a copy of the following document(s) Describe the record sought and if in regard to a property include a complete tax map number(District, Section, Block& Lot in the proper format). Supply all relevant information that will help locate the record desired: date(s), a file title, reference number, the physical address, and property type (commercial/residential/subdivision). Complete one application for each address. _ SRM M 1000.060.00-02.00-012.002 Address:506 Main Rd(Rt.25),Southold,NY 11971 Looking}brsite plans,surveys,storage tank information,spills information,property history,previous&current property- owner information,CO's,hazardous materials info,cesspools,leaching pools,sanitary system information,inspections,etc.for the above i referenced property. Note:currently an existing parking lot,unsure if there has been development In the past NP&V#:18084-Lot 12.2(FOIL 3 of 5) PROVIDE REQUEST TO: FOIL Officer Suffolk County Department of Health Services Post Office Box 9006 Great River, NY 11739-9006 t Fax#: 631-854-0156 l SECTION li-For use by Freedom of Information Officer(or designee) only f o Approved. Call to arrange an appointment to inspect the requested record. i Contact Person: Phone#: Records not possessed or maintained by this agency. o Records cannot be found after diligent search. { o Denied. Reason for denial: j o Dnr_urnent(s)enclosed as requested. o Receipt of this request is acknowledged. There will be a delay in supplying the requested ! record until payment of reproduction fee is received. The following fee applies $ . o Other: Signature: J Title: %✓��-r� Date:�f a� Section Ill-Notice to applicant You have the right to appeal a,denial of this application in writing to the'Office of the County Attomey within 30 days of the denial. Information as to the person to contact is shown below. The contacted person must respond to you in : wtiiiiiy wilthin tori bu5nress days of receipt of your appeal. i Suffolk County Attorney H. Lee Dennison Bldg.,6th floor 1 100 Veterans Memorial Highway Hauppauge, NY 11788 j Business Telephone:(631)853-4049 i For office use only L� Date: 4f.ot.3 e� APPLICATION FOR PUBLIC ACCESS TO RECORDS Office(s): W W V\ Suffolk County Department of Health Services Tra #: 1201 g p INSTRUCTIONS TO APPLICANT: Please complete Section I of this form. D t I ., E WWW Mail or fax a completed application.to the Freedom of Information Officer listed below. SECTION/: To be completed by Applicant MAY 0 Z_ 2018 Daie vi Application: "% For office use on! Date: 419-3-19c APPLICATION FOR PUBLIC ACCESS TO RECORDS office(sy, Wu,) Suffolk County,Department of Heaith Services Tracking* INSTRUCTIONS TO APPLICANT: Please complete Section I of this form0 iot leave any areas blank. Mail or fax a completed application to the Freedom of Information Officer t I� SECTION I.To be com-pleted,by Applicant. Mn Date of Application: 4/16/18 Applicant Represents: Nelson,pope&Voorhis, Y 0 2 2018 ADDlicant'S Name (Please print): AshleyMarcisryn/Steven McGinn Appiicanrs Mailing/Address: 572."Jclt Lftitman Road,Melville,NY 11747 Applicant's Phone* (631)427-5665 x215 Applicant's Email: �ainarcosz��ynne!��sp Applicant's Signature: I HEREBY APPLY TO: ❑✓ inspect the following record (check one box) ❑ Receive a copy of the following document(s) Describe the record sought and if in regard to a property include a complete tax map number(District, Section, Block&,Lot in the proper format). Supply all relevant information that will help locate the record desired: date(s), a file title, reference number, the physical address, and property type (commercial/residential/subdivision). Complete one application for each address. • SCTM Il: 1000-060.00-02.00.012.002 Address:508 Main Rd(Rt.25),Southold,NY 11971 Looking site plans,surveys,,storoge tan information,spills information,property istory,previous&current property owner on information,Co's,hazardous mareriais info,cesspools,leaching pools,sanitary systa�.infor,-r,at inspections,etc.i—t)o nh�fyo referenced property. I Note:currently an existing parking lot,unsure if there has been development in the post Rip&✓R:18084-Lot 12.2(FOIL 5 of 5) PROVIDE REQUEST TO: FOIL Officer Suffolk County Department of Health Services Post Office Box 9006 - 1 Great River, NY 11739-9006 I Fax#: 631-854-0156 SECTION II-For use by Freedom of Information Officer(or designee) only _ o Approved. Call to arrange an appointment to inspect the requested record. Contact Person: Phone#: Records not possessed or maintained by this agency. o RCuulds utif[I lut uC loulId al= wtiyo,11 PVC11%I I- 0 Denied. Reason for denial: o Document(s) enclosed as requested., o Receipt of this request is acknowledged. There will be a delay in supplying the requested record until payment of reproduction fee is received. The following fee applies $ ' o Other: ' .......... SIM^"F„rn Title: �- i�/!` Date: I ynatu.... I I Section iII-Notice to applicant You have the right to appeal a denial of this application in writing to the Office of the County Attorney within 30 days of the denial. Information as to the person to contact is shown below, The contacted person must respond to you In writing within ten business days of receipt of your appeal. Suffolk County Attorney H.Lee Dennison Bldg.,6th floor 100 Veterans Memorial Highway i auppbtuue,w r I t r o0 Business Telephone:(631) 853-4049 le \� For office use only Date: '- APPLICATION FOR PUBLIC ACCESS TO RECORDS office(s): W�►� Suffolk County Department of Health Services . INSTRUCTIONS TO APPLICANT: Please complete Section I of this form. Do n � nk. Unil or fnv o nmm�leted Nnnflna"r,to the Crap f '" 0,11 a d I�Ai�_jv..n ..._... -. .....r.�..... ,,,. „,„ , ,....dom c. l�n��rii�auirii v����er IlSteu 1"A o SECTION 1. To be completed by Applicant. ��,� Date of Application: qj((r f I Z Applicant Represents: Nelson,Pope&kORL4mal Applicant's Name (Please print): Ashley Marciszyn/StevenMcGinn Applicant's Mailing Address: 572 Wait Whitman Road,Melville,NY11747 Applicant's Phone #: (631)427-5665x215 Applicant's Email: amarclszynonelsonpope.com Applicant's Signature. I HEREBY APPLY TO: R1 Inspect the following record • (check one box) ❑ Receive a copy of the following document(s) Describe the record sought and if in regard to a property include a complete tax map number (District, Section, Block& Lot in the proper format). Supply all relevant information that will help locate the record desired: date(s), a file title, reference number, the physical address, and property type (cnmmarr-.iall Pcidential/subdivision). Complete one application for each address. I `ZILTM It: 1000-060.00-OZ.00-003.001 Address:105 Youngs Avenue(Railroad Avenue),Southold,NY 11971 Loo ing forsite plans,surveys,storage tank Information,spills information,property history,previous&current property owner ! information,CO's,hazardous materials info,cesspools,leaching pools,sanitary system information,inspections,etc.for the above referenced property. Note:currently an existing parking lot,unsure if there has been development in the past NP&V b:18084-Lot 3.1(FOIL 1 of 4) PROVIDE REQUEST TO: FOIL Officer Suffolk County Department of Health Services Post Office Box 9006 Great River, NY 11739-9006 Fax#: 631-854-0156 -SECTIaN9-For!.,seb,Freed- of &a.m.ation Officer(or des,,,Ise) only j o Approved. Call to arrange an appointment to inspect the requested record. j Contact Person: Phone#: • 4 Records not possessed or maintained by this agency. o Records cannot be found after diligent search. o Denied. Reason for denial: o Document(s) enclosed as requested. o Receipt of this request is acknowledged, There will be a delay in supplying the requested ; record �^tll^ a ment of reproduction fee is received. The following fee applies $ o Other: Signature. > Title: 0706 IN"L44 Date: 4' ;L.` 16 Section 111-Notice to applicant You have the right to appeal a denial of this application in writing to the Office of the County Attorney within 30 days of the denial. Information as to the person to contact is shown below. The contacted person must respond to you in i writing within ten business days of receipt of your appeal. I Suffolk County Attorney H. Lee Dennison Bldg., 6th floor ' 100 Veterans Memorial Highway Hauppauge, NY 11788 Business Telephone: (631)853-4049 s For office use only Date: 4-A : I l APPLICATION.FOR PUBLIC ACCESS TO RECORDS office(s): Itiruj 0\ �— Suffolk County Department of Health Services Tracking#: Ft3 -3 INSTRUCTIONS TO APPLICANT: Please complete Section I of this P form. Do no&IM r I Mail or fax a completed application to the Freedom of Information Officer listed b 7� cFr_TrnAy i. To be completedbyApplicant MAY Q 2 2$1$ Date of Application: AjIlt Applicant,Represents: Nelson,Pope&,Voorhis,LLC Applicant's Name (Please print): Ashley Marciszyn/Steven McGinn. Applicant's Mailing Address: 572 Walt Whitman Road,Melville,NY11747 Applicant's Phone#: (631)427-5665x215 Applicant's Email: "amarciszyn@nelsonpope.com Applicant's Signature: ` I HEREBY APPLY TO: [7✓ Inspect the following record (check one box) ❑ Receive a copy of the following document(s) Describe the record sought and if in regard to a'property include a complete tax map number (District, Section, Block & Lot in the proper format). Supply all relevant information that will help locate the j record desired: date(s), a file title, reference number, the physical address, and property type I, (commercialfresidential/subdivision). Complete one application for each address. i SCTM#: 1000-060.00-02.00-003.001 ' Address:106 Youngs Avenue(Railroad Avenue),Southold,NY 11971 I Loo 'ng or site plans,surveys,storage tank information,spills information,property istory;;previous&current property owner inf rmat.an,CO`s,hazardous materials info,cesspools,leaching pools,sanitary system Information,Inspections,etc.for the above referenced property. Note:currently an ex.-sting parking lot,unsure if there has been development In the past NP&V#:18084-Lot 3.1(FOIL 2 of 4) pROkIME REQUEST TO: FOIL Officer Suffolk County Department of Health Services Post Office Box 9006 ' Great River, NY 11739-9006 Fax M 631-854-0156 SECTION Il-For use by Freedom of Information Officer(or designee) only o Approved. Gaii to arrange an appointment to inspect the requested record. I Contact Person: Phone #: ' Records not possessed or maintained by this agency. i o Records cannot be found after diligent search. o Denied. Reason for denial, o Document(s)enclosed as requested. o Receipt of this request is acknowledged. There will be a delay in supplying the requested ; record until payment of reproduction fee is received. The following fee applies $ o Other: , Title: �� j�+��� Date: = Signature: Section III-Notice to applicant You have the right to appeal a denial of this application in,wr'rrting to the Office of the County Attorney within 30 days of the denial. Information as to the person to contact is shown below. The contacted person must respond to you in writing within ten business days of receipt of your appeal. Suffolk County Attorney H. Lee Dennison Bldg.,6th floor 100 Veterans Memorial Highway Hauppauge,NY 11788 Business Telephone: (631) 853-4049 d For office use only _ A APPLICATION FOR PUBLIC ACCESS TO RECORDS date: Suffolk County Department of Health Services Office(s): Guinly� �� Tracking#: INSTRUCTIONS TO APPLICANT: Please complete Section Iof this form. Do not leave any areas blank. Mail or fax a completed application to the Freedom of Information Officer lis S ECTION SECTION I: To be completed by Applicant. 9 b un «`uc vi MPIjiiuedoii: Nelson Po e&Voorhis,LLC L� �N � Applicant Represents: p Applicant's Name (Please print): Ashley Marciszyn/stevenMcGinn Applicant's Mailing Address: 572 Walt Whitman Road,Melville,NY11747 Applicant's Phone#: f631)427-5665x215 Applicant's Email: amar, �-p c ' Applicant's Signature: � �I t 1 LI`LnCnv w M"I%X-r/ _ r, I- i 1 1 u u spew the following record (check one box) El Receive a copy of the following documents) Describe the record sought and if in regard to a property include a complete tax map number(District, Section, Block&Lot,in the proper format). Supply all relevant information that will help locate the record desired: date(s), a file title, reference number, the physical address, and property type (commercial/residential/subdivision)'. Complete one application for each address. SCTrvJ#. 1000-060.00-02.00-003.001 Address:107 Youngs Avenue(Railroad Avenue),Southold,NY 11971 Looldny for site plans,surveys,storage tank rn ormation,spals nforma-tion,property history,previous&current property owner information,CO`s,hazardous materials Info,cesspools,leaching pools,sanitary system information,inspections,etc.for the above referenced property. f Note:currently an existing parking lot,unsure if there has been development In the past j NPF�S/ft-1R��q_LOU!(FOIL 3 of 41) PROVIDE REQUEST TO: FOIL Officer Suffolk County Department of Health Services Post Office Box 9006 Great River, NY 11739-9006 Fax#: 631-854-0156 i SECTION H-For use by Freedom of Information Officer(or designee) only o Approved. Call to arrange an appointment to inspect the requested record. j Phone#: Records not possessed or maintained by this agency. o Records cannot be found after diligent search. o Denied. Reason for denial: o Document(s) enclosed as requested. ' o Receipt of this request is acknowledged. There will be a delay in supplying'the requested record until payment-of reproduction fee is received. The following fee applies o Other: i Signature: ' Title: _10CDate: 'Sectio r Iii-Notice to applicant k You have the right to appeal a denial of this application in writing to the Office of the County Attorney within 30 days of the de,^,iel. Information as to the person to contact is shown below. The contacted person,must respond to you in C writing within ten business days of receipt of your appeal., Suffolk Countv Attornev 1.LEz vciii-116oii Biiiy.,oih floor 100 Veterans Memorial Highway Hauppauge, NY 1,1788 -4049 Business Telephone:(631)853 For office use only APPLICATION FOR PUBLIC ACCESS TO RECORDS Date:" Office(s): W to M,i pC- SuTra "k County Department of Health Services Tracking#: rI INSTRUCTIONS TO APPLICANT: Please complete Section 1 of this form. Do not leave any areas blank. Mail or fax a completed application to the Freedom of Information Officer listed below. SECTION 1. To be completed by Applicant. Dntc ,.r n.,..l:..,.s:..,. IIIb, l nppl:,ant Represents ... .,.,,,.,.nvcnu�+ll. i l., 1. Applicant epreser��. — "'— Applicant's Name (Please print): Ashley Marclszyn/Steven Mc61nn Applicant's Mailing Address: 572 wait whitman Road,Melville,NY11747 MAY 9 Z 7018 Applicant's Phone#: (632)427-5665x215 Applicant's Email: dmarciszyn@nelsonpope.com Applicant's Signature: aikow ce awenn!=� RICO on, al 0 MAJ50 U_ __ owwvn * rvrc I HEREBY APPLY TO: Inspect the following record (check one box) u Receive a copy of the following document(s) Describe the record sought and if in regard to a property include a complete tax map number(District, JJ . Section, Block& Lot in the proper format). Supply all relevant information that will help locate the I record desired: date(s), a file title, reference number, the physical address, and property type (commercial/residential/subdivision). Complete one application for each address. SCTM#: 1000-060.00-02.00-003.001 Address:C Traveler Street,Southold,NY 11971 Looking or site plans,surveys,storage tank Information,spills information,property history,previous&current property owner sous materials Info cesspools,leaching pools,sonitaty system Inform atfanInspections,etc.fiar Vhe aLeve referenced property. Note:currently an existing parking lot,unsure if there has been development in the past ; NP&V#:18084-Lot 3.1(FOIL 4 of 4) PROVIDE REQUEST TO: FOIL Officer - Suffolk County Department of Health Services cosi office Box 9006 Great River, NY 11739-9006 Fax#: 631-854-0156 SECTION 11-For use by Freedom of Information Officer(or designee) only o Approved. Call to arrange an appointment to inspect the requested record. Contact Person: Phone#: �1 Reco us not possessed of riraintaiirod by this agency. o Records cannot be found after diligent search. ! o Denied. Reason for denial: i o Documents)enclosed as requested. I o Receipt of this request is acknowledged. There will be a delay in supplying the requested record until payment of reproduction fee is received. The following fee'applies $ o Other: Signature: Title: ( ,-A)G r� `� �/ Date: ///7' Section 111-Notice to applicant You have the right to appeal a denial of this application in writing to the Office of the County Attorney within 30 days of the denial. Information as to the person to contact is shown below. The contacted person must respond to you in writing within ten business days of receipt of your appeal. Suffolk County Attorney. vus Iwul � 100 Veterans Memorial Highway Hauppauge,NY 11788 Business Telephone: (631)853-4049 I Ashley Marciszyn From: noreply@civicplus.com Sent: Tuesday,April 10, 2018 4:17 PM To: Ashley Marciszyn Subject: Online Form Submittal: Request for Public Records Request for Public Records First Name Ashley Last Name - Marciszyn Address•1 572 Walt Whitman Road City Melville State NY Zip 11747 Mailing Address 572 Walt Whitman Road City Melville State NY Zip 11747 Phone Number (631) 427-5665 x215 Email Address amarciszyn@nelsonpope.com Records Subject Property: Capital One Bank Address: 54375 Route 25, Southold, NY 11971 SCTM#1000-061.00-02.00-012.002 1 AM _ _ v Assessors: Property Record Cards (all previous & current property owner information) Building: CO's, site plans, surveys, storage tank information, permits, hazardous materials info Fire Marshal: storage tank information, hazardous materials information Planning: surveys and site plans Department Assessors, Building, Clerk, Other Signature of person making Ashley Marciszyn the request Do you agree? I Agree 2 Ashley Marciszyn From: Born, Sabrina <sabrina.born@town.southold.ny.us> Sent: Wednesday,April 11, 2018 8:21 AM To: Ashley Marciszyn Subject: FW: Online Form Submittal: Request for Public Records Good Morning, Your request has been forwarded to the following Departments: Assessors,Building,Planning and the Fire Marshall(Building Dept.). ,Sa�viura7?��'o� Account Clerk Typist Southold Town Clerk's Office 53095 Route 25 P.O. Box 1179 Southold,NY 11971 Ph: 631-765-1800 ext. 1226 Fax: 631-765-6145 From: noreply@civicplus.com [mailto:noreply@civicplus.com] Sent: Tuesday,April 10, 2018 4:17 PM - To: Neville, Elizabeth; Rudder, Lynda; Doroski, Bonnie; Born,Sabrina Subject: Online Form Submittal: Request for Public Records Request for Public Records First Name Ashley Last Name Marciszyn, Address 1 572 Walt Whitman Road i City Melville State NY Zip 11747 Mailing Address 572 Walt Whitman Road City Melville State NY Zip 11747 Phone Number (631) 427-5665 x215 Email Address amarciszyn@nelsonpope.com Records Subject Property: Capital One Bank Address: 54375 Route 25, Southold, NY 11971 SCTM#1000-061.00-02.00-012.002 Assessors: Property Record Cards (all previous & current property owner information) Building: CO's, site plans, surveys, storage tank information, permits, hazardous materials info Fire Marshal: storage tank information, hazardous materials information Planning: surveys and site plans Department Assessors, Building, Clerk, Other Signature of person Ashley Marciszyn making the request Do you agree? I Agree Email not displaying correctly?View it in your browser 2 Ashley Marciszyn From: noreply@civicplus.com Sent: Monday,April 16, 2018 1:56 PM To: Ashley Marciszyn ; Subject: Online Form Submittal: Request for Public Records Request for Public Records First Name Ashley Last Name Marciszyn Address 1 572 Walt Whitman Road City Melville State NY Zip 11747 Mailing Address 572 Walt Whitman Road City Melville State NY Zip 11747 Phone Number (631) 427-5665 x215 Email Address amarciszyn@nelsonpope.com Records SCTM#: 1000-060.00-02.00-003.001; Address: Traveler Street, Southold, NY 11971 (no#'d address, currently a parking lot, 1 unsure if it has been developed in the past) Building: CO's, site plans, surveys, storage tank information, locations of cesspools/leaching pools, sanitary systems, permits, all previous& current property owner info. Planning: surveys & site plans Fire Marshal: storage tank information and hazardous materials information Assessors: Property Record Card (all previous & current property owner information) Department Assessors, Building, Other Signature of person making Ashley Marciszyn the request Do you agree? I Agree 2 Ashley Marciszyn From: Born, Sabrina <sabrina.born@town.southold.ny.us> Sent: Monday,April 16, 2018 2:13 PM To: Ashley Marciszyn 1�. Subject: FW: Online Form Submittal: Request for Public Records { Good Afternoon, (_ Your request has been forwarded to the Assessors, Building, and Planning Departments. Account Clerk Typist Southold Town Clerk's Office 53095 Route 25 P.O. Box 1179 Southold,NY 11971 r Ph: 631-765-1800 ext. 1226 Fax: 631-765-6145 From: noreply@civicplus.com [mailto:noreply@civicplus.com] Sent: Monday,April 16, 2018 1:56 PM To: Neville, Elizabeth; Rudder, Lynda; Doroski, Bonnie; Born,Sabrina Subject: Online Form Submittal: Request for Public Records Request for Public Records s` First Name Ashley Last Name Marciszyn —' Address 1 572 Walt Whitman Road - 1 City Melville State NY Zip 11747 Mailing Address 572 Walt Whitman Road City Melville State NY Zip 11747 Phone Number (631) 427-5665 x215 Email Address amarciszyn@nelsonpope.com Records SCTM#: 1000-060.00-02.00-003.001; Address: Traveler Street, Southold, NY 11971 (no#'d address, currently a parking lot, unsure if it has been developed in the past) Building: CO's, site plans, surveys, storage tank information, locations of cesspools/leaching pools, sanitary systems, permits, all previous & current property owner info. Planning: surveys & site plans Fire Marshal: storage tank information and hazardous materials information Assessor`s: Property Record Card (all previous &current property owner information) Department Assessors, Building, Other Signature of person Ashley Marciszyn making the request Do you agree? I Agree Email not displaying correctly?View it in your browser. 2 LO oPERTY. RECORD? CARD N or Yom' � DIST SUB. LOT �, b1llEEt STREET 70 VILLA-+GE FORMER OWNERN E ACR. S __ da - TYPE OF BUILDING a tES; SEAS. VL FARM OMhJS MISC. Mkt. Value Ln ` - LAID TOTAL DATE REMARKS ` IMP. LN e -_Mum . LL= z!/ 'er L 'l tf7aVj 0- _ or LO BUILDING CONDITION AGE i ,r t, �k 4alc, A,7,, w �- NEW NORMAL BELOW ABOVE FARM Acre 'Varve Per Value ,Ac re ----------------- Tillable Z LO LO �illaf�le- R c Tillable 3 LD vVoadl and- S,rrarrtiPland FRONTAGE-ON-W"ATER ' _t m FRONTAGE ON ROAD 3rushtand m DEPTH k � House Plat r f p <- BULKHEAD45-Pf- m DOCK Total A I ■!a■s! ■■�a!■a■■i■ii�lili■ii i■�i;:""'�:��■!!!■�!liii■iso ■S�■S ■■iiiili■■ilii■■■'■,■ - _ ' , ■■ili�! ■illSii■!!■iii!!■i■i ... r..-- .. � Awl ■iiliii ■;S�IlSllii'■■tlisili - .- -- _. ■ld4��l��!■�liii■■ilii!■■lid=. ■aa■oiii ����aai■■■�illa�- - i■ilii■■ii:!- iit■!■illi■iM!!s�l�li��'�i= ■N!MMOiil�l��u�i�a ■ s r �' pR ?PERTY' � R�CC1D BARD ,.- - VILLAGIE DIST. SUB. LOTPTEEr ER ovov N -� ACR. 00 9RMER OWNER N E TYPE OF BUILDING m W RES. SEAS. VL. FARM COfvlk+h. C8. MSC. Mkt. Value - m w LAND I P. TOTAL DATE REMARKS �f"y a oEn JJ rn f-n 0 _o oo "- rn _ w AGE BUILDING CONDITION NO 'NEWNORMAL BELOW ABOVE � AAcre Value Per Value = 0 Acre r r- n I LO 'Tillable 1 l R co �Tl cble '2 m n� LO --Tillable 3 — - - - I-Pbodiand :_;Swampl�as,d FRONTAGE ON WATER " rushland FRONTAGE ON ROAD {- y DEPTH .. .,;House Pick 3> n BULKHEAD m CS) DOCK --Totalm . m ■■N■■ ii■��f■■ �isss■Siiii ... -. ' `' ii■■is■ Ni�s'■is�i■SSS■Si■moi .. ; , : See■SN ■t■■■s■■�i■■sN■■i■■ ~ ` eieti■ S■if■■■■■s■■iii■ies - -. �s�ie ■ism■■i�it�i■S�■e�si WN EN 1:� ■eee■ '_..w._.---_w � ----_-- -:._;,-: . : . -_ ■�■i■■■ i Jul■Bri■�■Ni■■■N _. � `Y� _.�. .----i-.-�--- � =:-- -- - s■e■■i■ �J�iii■■�■■�Ni■N■d■■e■ Amos . � � � - =��,�� �^ �: ■ice■Ss�i �l■■i��■d■■■■is■i■■�_ ,M _. - ■■■e■�� esi■if■■■■fie■■■■ ■iii■/■ ii' � !!! �`�1■■■i■■■e■ti■ = ■r�iMO &WAii■■■iis■i■ice J Rooms 2nd Floor [IN ,sift •., .. STREET VELLAGE DISTRICT SUB. LOT CS) • w F FORMER OWNER hl a .: , E ACREAGE m S , , ,r• A f TYPEOF BUILDING m RES. SEAS. VL. FARM COMM. 1 IND. �B � MrSC, I Est. Mkt. VaEue LAND f NtP. `TOTAL DATE REl�r�ARKS 6 w ,2 rl c} _ - rf" a2 �{Q oFf o f a ?sa w r� + '� ' y ----- 3 w Jr. cn I-� AGE BUI'LDIKG CONDITION W - cn o NEW- NOWAL BELOW ABOVE FRONTAGE ON WATER a C Farm acre Value Fer fAcre Value FRONTAGE Old ROAD yti �( QS (i ~"�' C. O a o - Slable 1 BULKHEAD M co co ski llabl e 2 DOCK `Tillable 3 Woodland ` Swampland B rush I and House Plot 3> n M LnCS) Ln CS) m .G _G ' �g ' CD `Ei r W Jr I- CD CDCTI Ln � 1 1 ' ------ - I F-+ I I I 1 l I Ln I y f I i 1 Bath I o Foundation I 3�PtG _ 0 Basement P*R/ Fiodrs I r ►t/ a pension 3 a a�� a- a r�''ej N �� ! Ext. Walls Z Interior Finish Extension � �,z x �i� :. � nvb s�rry CO Eictension I ] ire Place_ kieat �� ��- 3 4 7. 5D off' I- cn Porch j Roof Type Porch Rooms 1st Floor i Patio Rooms 2nd Floor Breeaev;+ayx i Driveway. Dormer �'Go rage B. n _ _ m C" m Ashley Marciszyn �.5 From: Pontino, Susan <susan.pontino@town.southold.ny.us> Sent: Tuesday, April 17, 2018 9:24 AM To: amarciszyn@nelsonpopevoorhis.com' Cc: Born, Sabrina Subject: 60.-2-3.1 - 1470 Traveler St, Southold Attachments: 18584-Z.pdf Attached is the only file we have on this property as it is currently a parking lot. The file was to demolish an old building on the property in 1989. Thank you. Susan Pontin Clerk/Typist Southold Town Building Department s 1 10SM N0. e TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, N. Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) 18584 n qq N° Z Date ..Q.S.. l .......q---1 ............... Permission iis.hereby granted to: ................................................................................ ..:.��........ .. .. ......... ........ ...... . .!..�`1. :f..... �CA C '..A4..f..... ct premises located at 1.4- �0...`.�': .. j...... .. . .. ........................... . . ....t r4�..................................................................................................................I....... County Tax Map No. 1000 Section .... .�P..�d....... Block ....A.L-........ Lot No. Q��:4•�.. pursuant to application dated ..Q� QA.....-.1...1................ .. 199.1., and approved by the Building inspector. Fee5..1..w............. 4' W. C.ullding Inspector'............ .......... Rev. 6/30/80 �`n i +j.�� ; u. li', i ,�f':.S!-�'�-� ���.! `�'tI e1���41 .�-' I Iii �i •x Iii �j` A i l-SLAVt;,I t_K Aq5 ruhLV I�LAAJ �y�J I�seo Nowl.o 4, N7l�02C R. W1YYak iGN1 m W t S 14 pL 1 w o N ��L fit ,. wq S _� LU y Ati4E INcuacl. •%Ip a $ vv' P 7 � I /i I / r- o �3y ui t7 •y1 N - `� 0.11:10.11:1:i:i+Ej ru-ce Awls LIHt !_ f1CilJUMe r 5,71'25'5W W. �Irfw..•,..,f,•.F-,I.�..�.r r„-'r { f ' ' r Ll R ()! ECG TLrNtrc'f.C/w'.JRTICIR:US�hh:CL`:!A�S•:rF.Y .k,tw.n.�.w+.ur.M '��I .ki/"•.1 �1 J L���.1�. 1/'�✓`_f1�J�� lc.LU tYEY G -- ac..:.•:r a.o fr.+r:..efn' � F - 11[fNtri V•IvDr: VEYOG� e,.�..� :';,'• .wnN trQ• r , ♦{l(_j l'7�3^'Z 1y _ � � 8� � 'fig• Y _ lK t, his BOARD OF HEALTH ...... 3 SETS OF PLANS .•..•.. FORM NO.1 SURVEY ... .... . . . TOWV OFSOUTHOLD CHECK ••.• ..... BUIL"D.ING DEPARTMENT SEPTIC FORM . . ...........: TOWN HALL NOTIFY SOUTHOLD.N.Y. 11971 CALL •••••••.•••.• TEL.:765.1802 MAIL TO: Examined Oc.............. 1981 Approved 4.0 ,.� �... 101 Permit No. Disapproved a/c ............................. . (Building Inspector) APPLICATION FOR BUILDING PERMIT Date ...October................19 19$9. INSTRUCTIONS E a. This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector,with 3 setsfof plans,accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and giving a detailed description of layout of property must be drawn on the diagram which is part of this appli- cation. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issued a Building Permit to the applicant. Such permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the $uilding Zone Ordinance of the Town of Southold,Suffolk County, New York,and other applicable Laws,Ordinances or Regulations, for the construction of buildings,additions or alterations,or for removgl,or demolition,as herein described. The applicant agrees to comply with all applicable laws,ordinances, building code,housing code,and regulations,and to zdmit authorized inspectors on premises and in building for necessary inspections. CUTCHCO CORP. .. ... .. ... .... (Signature of applicant,or name,if a corporation) P.O;,Box,605,,_,Sopthc?Js1,,New York,1,1,971 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder. .... Owner.. ............................ ... ..................... .............................. Name of owner of premises ..CUTCHCO,CORP ...........I.. ........................................... (as on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer. q/yd Q2,,yooporate Rbber't dasrm fio..... ALL CONTRACTOR'S MUST BE SUFFOLK COUNTY LICENSED Builder's License No. ......................... Plumber's Liccnse No. ........................ Electrician's License No. ....................... Othcr Tradc's License No. ..................... 1. Location of land on which proposed work will be done. ....... .................................. ...... 1275 Youngs.Avenue,&,147Q. Travelers,Street,,,,,,,,,,Southold,,,,,,,,,,,,,,,,,,,,,, , House Number Street. Hamlet County Tax Nlap No 1000 Section .....Q¢0;00.,,•,. Block ,,,,, ,,02:00 .,.. Lot. 002.000 & 003,•000 Subdivision.............. ....................... Filed 11ap No. .............. Lot .............'.. (Namc) State existing use and occupancy of premises and intended use and occupancy of proposed construction: a.Existing use and occupancy ..,,Auto.Dealership,Building .. ...................... b.Intended use and .,,Detnolish Auto Dealership Building ............. .......... occupancy „ S;L.IE,7 d�J1�'�,•,I�''14'.�{ ��s1.1!�,�",�(•C,r;i—l'ln RL1i '+�`,i r.i�f7-� il'��i: :�r-• - .a_:i"';�- " 3. Nature of work(check which applicable):New Building .,,.,...,. Addition .......... Alteration . Repair ............. Removal .............. Demolition .. .......... Other Work........ ..,,,, (Desenplion) 4. Estimated Cost . 15x,000: ............................ Fee .X34:15.., ... •' ` (to be paid on filing this application) 5. ......... Ifge,numbcrofcars ........... ...... ....................................................... 6. If busine ommercial or mixed occupancy,specify nature and extent of each type of use ..................... 7. Dimensions of a Ino structures,if any:Front............... Rear .............. Depth ............... Hci�11i Number of Stories .......... .................... Dimensions of same structu it}t altcratlons or additions: Front ................. Rear .................. Depth ...................... ight ......................Number of Stones...................... S. Dimensions of entire new construction: nt ............... Rear ............... Depth ............... Height ._.........Number of Stories . ...................................................... 9. Size of lot: Front ...................... Rea ................ Depth ...................... 0. Date of Purchase .........................Na f Former Owner .................. I. Zone or use district in which premises are situated.......... .. .................................... 2. Does proposed construction violate any zoning law,ordinance . ................................ 3- Will lot be regraded ............................Will excess fill be reed from premises: Yes No 4. Name of Owner of premises .............. .. .Address ................, Phone No. ............... Name of Architect ......................... Address .................,. e No. ...... ... Nameof Contractor ..........................Address ..... ......Phone ............... 5 *Lf yes, Southold Town Trustees Permit may be re fired. t PLOT DlAcicAM Locate clearly and distinctly all buildings, whether existing or proposed, and.indicate all set-back dimensions from roperty fines.Give street and block number or description according to deed,and show street names and indicate whether tterior or corner lot. See Survey APPROVED AS NOTED� DATE: G B.P.NFEE- 2 .16Y. �,L• NOTIFY BUILDING DEPARTMENT AT 765-1$02 9 AM TO R PM FOR THE F7Lt0i,/VI•!r,INSPECTl1-45 I Fot,NDAi ION I vtiC HEOUIRED FOR POURED CONCRETE 2 FOJGH FPAlL,1NG & PLUMBING 3 INSULATION 4 HMAL - CC%tSTRUCTION MUST 6E Corv.PLCTE FOR C C ((// ALL C0rd5TPt1CTI0N STALL MEET THE REQUIRFh1ENTS OF THE N Y. STATE CONSTRUCTION & ENERGY CODES. NOT RESPONSIBLE FOR , DESIGN OR CONSTRUCTION ERRORS ,1rE OF NEW YORE, S.S DG\TY OF.$UFF. U........ .., .• ,..ROBERT J; TANGEL. .•,,_,,.•,, being duly sworn,deposes and says that he is the applicant �(.amc of individual si^mng contract) ove named. :isthe ......President,........., .. ...... ................................... (Contractor,agent,corporate officer,etc.) said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this nitcation:that all statements contained in this application are true to the best of his knowledge and belief;and that the ,rk wM be performed in the manner set fords in the application filed therewith. orn to before me this ............I?-' ....day of.......Oct4$?r,...... tart'Public. .......,, Suffolk .....,,... C86WHCO,PORP 33 Nb'tary Public DONNA M.CHlKll Aert J•.• 'Pange'T, lues:.•..•..••.•.•...... DOI1tJA M CHITUK NOTARY PUBLIC,State of New Yon (Signature of applicant) KOTA,?—, ( ,tate a1 Newyeirit Ila 4851454,Suffolk Cour No •" )b wffolk Countt�L Term Expires August lA :°pa Term Lxoaes August 18,19.Cp 'i,. glA 111 JJ.4 •ifr` •4.!?.t11.- 1•�'. "t{�i �� ��i J.1. Ashley Mardszyn From: Michaelis,Jessica <jessicam@southoldtownny.gov> Sent: Monday,April 16,2018 2:27 PM To: Ashley Marciszyn Subject: FOIL Request Good Afternoon Ashley, There are no Planning Department files associated with SCTM#1000-60.-2-3.1 Should you need any further assistance, please do not hesitate to contact this office. Thank you, Jessica Michaelis, Clerk Typist Southold Town Planning Department 54375 NY5 Route 25 P.O. Box 1179 Southold, NY 11971 Phone: 631-765-1938 Email:JessicaM@southoldtownnV.gov 1 TOWN4F SCUTlLt� PROPERTY IOR CARS - W ,�NER STREET 6-LI ' VILLAGE DIST' COUNTY-TAX MAP NO. t IJair✓ I E' - i �r� a X5 LAND- IMP. TOTAL DATE REMARKS: u1!" /O em as+s e4ftkol 09 C* 97741 TF — aII — - r IOA o � ro !f - 2W l4of _ n i - L•: TOWN OF SOUT1HOLD PROPERTY RhwQK1J Im;k- Ki OWNER STREET 11 VILLAGE DIST.1 SO. LOT _ 9 tA9 FgRMER 0)ANER r "E _ ACR. S TYPE OF BUILD]NG a RES. SEAS. VL. . FARA CONW. CB. !C : Mkt. Value s �2 LAND IMP. TAL DATE REMARKS m CEO Cq`"afn _ 5"J L La - �Ytr� s # oo ,0 3 • C o _ ty 4 AGE BUILDING CONDITION ' ��� �'�,t'� �s �� ���*�� '�/r F .6inin • r [n NEW NORMAL BELOW ABOVE FARM Acre Value Per Value cn Acre Tillable FRONTAGE ON WATER FRONTAGE ON ROAD c a . •/� Wood lend = �a, Meadowlcnd DEPTH Hausa Plot BULKHEAD r G) m Total �^ _ .•mss. DOCK m N - r Y e■�■®■®■ice■■■iii■■■■■■■■�■■■ ---�--_.: ■e■tii®ems■■�id��■■i■ie■!-■■r■■■� - - - .-., ��:-�� � . . ■�■■■■ee ■■■mss■■■■e■■■■�■■■ ■dies■■r■■■■■aa■■ma■■■■■■■■■■■■■-- : .. ■■■■■■■■■■■■r■�®■r■■■■■■ ■■■■■■� ■■i■■�■■■il■■■■■■■■■E ■r■■■®M IFire Place i M r - ._ • -.' a •• Rooms 2rid Hoor r _ OF I�TH+ L OPERTY _ Cm CRD CARD = STREET r VILLAGE I.. DIM SUB. LOT ,. FORMER OWNER N s � 9 s S, t 'W _ TYPE OF .l,HIDING g ;' f .Es. g S. L. FA CQ CB_ MISC. Mkt, Value r -LAND IMP. TOTAL DATE REMARKS T 7 •. - rbeY fo�9� � 21 .r l �er2.ct? v 8 oD 4 2 a7 saw cs= 5 AGE BUILONG COMMON .n -1410,RMAL BELOW ABOVE o l4 Acre Value Per Value r o Acre ; r- cn �• able '�Jloble 2 ' E Table 3 n o6dland g ampland "' FRONTAGE ON WATER Brushlond - FRONTAGE ON l BROAD ' - - House Plot r DEPTH -o BULKHEAD DOCK Qom- T9t+a1 - 9 s MIR .� t !■■■■■ ■■■■ miumiu. on A 200, 1 ! ■■■■■■■■■� ONE Am OMEN molt maids m FAR RON _ ■■�■OEN ■■i�.: �■■■iii■N■E�. lNi ■N■ �ti■iA*;fiMo t ■■■i■■■■�■!�, Interior Finish • J Type Roof ■ I� 4 RECOR &WkER STREET VILLAGE DIST. z:' = B. LO'i' 9 r� N FORMER OWNER N ACf�. a b we✓ .italp 5 TYPE OF BUILDING 9 ' �- r✓a L' :ES. SEAS. VL.. FARM Comm Miss. Mkt. Value : � + Ol - + rnww}r1wr.lrr LAND IMP. TOTAL DATE REMARlCS ,+'�.►1a i} C s �a rc+�r�'ec� . ' .x r�c - - m 01 ' AGE r BUILDING CONDITION : rNORMAL BELOW ABOVE — 0 f ARM Acre , _ Value Per Value :• .�° Acre. f'Illable 2 O fit[able .S 1 n Noadlan-d f �vrarnpl�and FRONTAGE ON t►1 A-rER f FRONTAGE ON ROAD e { � 3rushland --louse Plot DEPTH air BULKHEAD _ m • `� ..,� DOCK Y fi dffi- �r _,z ^ r 2. . - l i ■■■■■■� �■■■■■■■■■■■■MEMEL, IS -e ME MENNEN NONE ■f�■■�■ 1 • ■®l ■!1S■■■�■■■■■■■■t■■ ■ Elitism NOR !■■■��y ■■ice ■■7EM MEN IMER! ■■MEMEN01 ■ - -=- ■■ ��■A■ ■■�■■■■■■■t■■■■■MEN ■ _ ■■1�■I■ �■■■!'■■ IntefLor Finish 1• Ir 3 . - • 1 ter• •• cA I W&W,-,W-1 ! J f • #= TOWN OF 'SOUTH.OLD PROPERTY ' RECORD CARD —. . tQ rNat sTREEI' � VILLAGE 1 DIST. i COUNTY TAX MAP NO. Ln LAND- IMP. TOTAL DATE REMARKS. zjf� 6 _ . m _e - ' Mr Bch —�59Ao o. J Jr i, cLl 5 2 D Aq 19 O'S_4lo n 70 A^AfIA dr : - Ai.4 _ = TOWN OF SOUTHOLD PROPERTY RIMOICU 4:AkKu WNER STREET VILLAGE DIST.1 SU$. LOT , O c.7 t) .rr9/✓fL m N RAKER OWNER - ACR. S 1N - TYPE OF BUILDINGr7' 01 .9 2ES. '• SEAS. VL. FARA comm. CB. !C . Mkt. Value LAND r imp. T6TAL DATE REMARKS1 11 m r r_" 7 - Z- rJt y � U1 m 7-6 --i 1 i 0 ao cfl O r_ _ r I> - ^- AGE BUILDING CONDITION J�G✓a ��,�c e�S �b�+r.Ar{�o� G�1! s�i�_�� Lro NQRMAL BELOW ABOVE AFARM Acre Value Per Va[ue F, - -- - Acre - - - - - - rCrable FRONTAGE ON MATER .; FRONTAGE ON ROAD y o c, • 1.2 •+� / � d Wood � - Meadowland DEPTH I House Plot BULKHEADUM n m DOCK . iS J r Y ■®■■■■■■■■w■■■■■■■■■■■■■■■■■ ■®■■■■■■■■■■■■�■■■■�■� SEEM MEN - -'"� ■mow■■■■■■■�■■■■■■■■ti ■■iiw■ ■■■■■!®■i■■iii■■■■■■iiIMM Now ■■1 ... - - - �� � . . - - ■�■■■■�e■ ■mss■■■®e■■■■■■e■ ■■■■■■■■� ■■■■w■■■■■■■■■■■■■ ■MINI■■I■■■■'�� ■■■■■■■■■■■®■■■■■■ - ■��■■■■i■■■■■■®®MINI■■■■ii■■■■■i- ■■■■■■■■■ii■i■i■■■■■■■■■■■■■■■_ : .. w■■■■■■■■■■■r■®MINI■■■■■ ■■■■■o� i■ewe■®����■s����� MEMO®■. s' � ;r r� _ PON 4 OF SOUTHOL O-PERTY _CORD CARD = � STREET V I CiAGI+ 131 sr. I SUB. LOT w LID (=€7RItE R OWN ER N ; } E Bicy,J� A' R..I:.' S r _ TYPE OF .I.�ELQII�IG Q :� SEAS, VL. FAp CB_ lv11SC. hkt. Value 5 T J W =LAKED IMP. TOTAL DATE REMARKS 0 $ _3 a 3 - 4- r of o'T?' w �• ib ems" Coa91 � �� T Y7 H tl a o 0 AGE BUIL&MG CONDITION i --vIORMAL BEI-OW ABOVE o Acre Value Per Value M Acre tz) J§able 1 ?j r Tillable 2 ' f ;� .n Tillable 3 Woodland Swampland "' FRONTAGE ON WATER Brushlond - FRONTAGE ON ROADLIE = House Plot 'r DEPTH BULKHEAD m DOCK ZOMI - I f I _ s ■�■■■■1 ■■■■■ _�,' !O■�ifi■■■■i r ---_ . .- ■iiil■■ ■■■■■��iDJ■�■■■■■iii■i f� ----�__A 1�ii.■S �■■■■[�M1��r��u viii■it�sEi Fi 1 F ■■�1i1 ME ► �� [�3iii■■■■■ ■iiilh�, !■R.WdA PC ■ »®■■■iii7 ■ii,�ii■■ # '.. . .. dw ■ MUS 1. AWNSmiss iii■■i�'■sif�_ !■■moi■i ■:VY VA f ■■■■i■■■�■!! ' ■■■iii■■■■ `y_ �1�i■�Sf�i�i■' i■ E2 i■Ni■i■ifiifiTnent ■i�■�■ _ f I - Interior Finish Walls 1 � --- ., .: s "Af :!i� �--�}B. �° LOT �` a Q�t1�`i�IER STREET VILLAGE [ST. an N FORMER OWNERi - E ACR. 5 TYPE OF 6UILDING *ES. SEAS. VL. FARM com MISC. Mkt. Value ter• : f .-�� r iT _ rai LAND IMP. TOTAL DATE _ REMARKS ' � C s 4a ftxeleed/ :T d �d tOr2 AK 17- GK ` w If 7-0 a 0 61 04010 100 IL7 00, Ir 1Z 3 o- I �r AGE BUILDING CONDITION T... NORMAL BELOW ABO'JE o E2Afi Acre Value Per Value - Acre. { t� n d T> bIB 1 r m Hilloble 2 billable 3 Noodland Svfampl-and FRONTAGE ON WATER FRONTAGE ON ROAD " ed 3-rus(,l3nd 0 •.� DEPTH f . use Plot , ar:r BULKHEAD b m rota 4.r ' .,.,. DOCK m J_ ■■■■ ■■ �i �ii■i■■■■■ice■■i■� €' II 10 USE iii■■■■��■tsi `, - • ' •'' � ,,_�," • � '•. � tI ..• ���i ���i�-ii■1�i0#�■iii■■Si■ii ; - �.atii■■■■ im ■� t.-... .... _ eb �' i�ii���i �1�■i■i■iii■■i`.�_ _ MEN Ammum �.��� .,.... _ _ .. ■t■Ilii-■���ii■!■■ i , iiOJim, � f f�►�■�li■■■il���Si�lti�i ti■�1�iY1■ �iRi■i■■io�� ii�lsl■ - - - ■■■�Wo3'■ fiitt■iiit�lirlisi■iii�fi = 4 ■iiel-i■i ■■'■�■■■■■t1■■i�ili _ +'iUi/!iw■tii�s■■■■■■■i■■■i■moi ��■■■■ilii■ii'■■®®■®� Interlor Fin is •r • • /Recreation Ramr. •• rr IPP Ashley Mardszyn From: Pontino, Susan <susan.pontino@town.southold.ny.us> Sent: Tuesday,April 17, 2018 8:44 AM To: amarciszyn@nelsonpopevoorhis.com' c Cc: Born, Sabrina Subject: 61.-2-12.2 1 Attachments: 2953-z.pdf,4325-z.pdf, 9582-z.pdf,10898-z.pdf;35766-Z.pdf; 37394-Z.pdf; 37448-Z.pdf; 34766_20180417071409.pdf Please see attached the files we have in our department. Please note BP 37466 is an old expired permit which never had any inspections and never got a C of y O. Also there isn't a C of O for the original building as it must have built prior to zoning, 1957. If you need anything else or have any questions please feel free to contact me directly. Thank you. Susan Pontin Clerk/Typist _ Southold Town Building Department ' ' 1 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD. N. Y: CERTIFICATE OF OCCUPANCY No. .Z. 253 . . . Date . . . . . . . . . . Octp ser . 3.. . . 19.b�. THIS CERTIFIES that the building located at Main. .8t. &X4L't.Ta.ga. Ave.. .. . Street Map No. . XXX . . . . . . Block No. A= Lot No=... . 134U.tbQ34 j.,N'0X' . . . .. . . . . . . conforms substantially to the Application for Building Permit heretofore filets in this office dated . . . . . .. . . 19.45 pursuant to which Building Permit No. .2953.Z. dated . . ... . . ..Deo6IUb was issued, and conforms to all of the require- ments of the applicable provisions of the law. The occupancy for which this certificate is issued is . .BUS1ae88•3UL. .diUg. . . .4 1►,�xl�; .B�e1l J.... .. .. .. . ..... . . .... .. ...... . The certificate is issued to . . .Southold. laVIngs:Bank. .. ..•.. .•.Qi er : ... . . ... • . (owner, lessee or tenant) of the aforesaid-building. .Suffolk County Department of Health Approval . . . . ..XA.R . . . . . . . .. . . . . . . .. . . .. . . . . . . . . . r , . . .. ...... ..... .. . .. .. .. . Building Inspector - ._._� FORM NO. 2 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, N. Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) N92953 Z Date .............................. .... 1965... Permission is hereby granted to: H.R.Ra*T*.. b-4Mn`..�Q.....Arl-G..-Southold-Savings Bank ..........lse tutu0*............................................... toBail,d .................................... ........................................ .(raying a... aink.•Baiidiriff). ............................................................... of premises located at NIS..... ........................................................ ...........................................Ria .................................................................................. .................................................................................................................................................................. pursuant to applicotion dated ................................D@""®a..6...., 19,65.., and approved by the Building Inspector NOTN1 THIS PERMIT COV RS COMTRUCTION OF ADDITION TO BUILDING ONLYs ALL SIGNS, CURB CUTS ETCANINKE TO HE C ONS IDERED SEPERATM e Fee $•�.OiQ............. .............. Building I'nspecto Q FORM NO.I TOWN OF SOUTHOLD BUILDING DEPARTMENT , TOWN CLERK'S OFFICE SOUTHOLD, N. Y. Examined 7,..•..........., l9.�D.5. Application No. ............. A Approved ........................J...............1., 19........Permit No. .�Jt3............ Disapproveda/c ........... ................................ ........ ..................... .....................................I......................I............... ................................. �4. .. .................f....... .. ..................................... ui in;7fnspector) APPLICATION FOR BUILDING PERMIT Date .... 19L-4 INSTRUCTIONS a. This application must be completely filled in by typewriter or in ink and submitted in duplicate to the Building Inspector. b. Plot plan showing location of,lot and of buildings on premises, relationship to adjoining premises or public streets or areas,and giving a detailed description of layout of property must be drawn on the diagram which is part of this, applica- tion. c. The work covered by this application may not be commenced before issuance of Building Permit, d. Upon approval of"this application, the Building Inspector will issue G Building Permit to the applicant. Such permit shall be kept on the premises available for inspection throughout the progress of the work. e. No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations for the construction of buildings, additions, alterations, or for removal or demolition, as herein described. The applicant agrees to comply with all applicable laws, ordinances and regulations. (Signature of applicant,or name, if a corporation) RVAD ....... '(2iress of applicant) State whether applicant'is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder, .............. ................................................ ..........................................C ........C T ............................................... Name of owner of premises .......... ..... _Z.ft.vI.T4qS...... If GppIiCQ nVls a corporate, signature of duly authorized officer. (Name an 4 t�N-of'c-�orate �i,���3� � - 1. Location of land on which proposed work will be done, Map No.: ........................................ Lot No.: ...................... Street and Number%.W.X_0AW&At)...M,&u4....Rp-,-z...Yaq-sso...A.v#......; IWD.......... Municipality 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction. a. Existing use and occupancy ....... ...........................t........................................... b. Intended use and occupancy ................................ .............is....................................................................... ......... ! T�� JA 11 15"�ry 1, *4 1 3. Nature of work (check which applicable): New Building .................... Addition ..x........ Alteration . Repair .................. Removal .................. Demolition ................. Other Work (Describe) .................. 4. Estimated Cost .........4...... .. .....I.... Fee .......................................................... .......................... (to be paid on filing this application) 5. If dwelling, number of dwelling units —' .................. Number of dwelling unit's on each floor ............................ Ifgarage, number of cars .................................................'......................................................................................... 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use ...s^m.k4................ �1 .8 n 7. Dimensions of existing structures, if any: Front 5047nl............. Rear 610.'.-A!. . Depth 4.14-7A Height ..32.�:..�............ Number of Stories ......................i�.................... ... ............................ .. ............. Dimensions of same structure with alterations or additions: Front ..7.5.x.... ... 1., Rear ...,].,5,�:..9, Depth � "~..§A.:71... Height NX.f .........1,.15 .. Number of Stories .�. .." ./............. ....... ..... 8. Dimensions of entire new construction: Front ........... Rear .41.79.............. Depth .,&L.7.1............. Height .....1.0.0................. Number of Stories ......I.....: .. 9. Size of lot: Front ..AQB..,aP.......... Rear ..... ........... Depth ....2 2a-.30........ 10. Date of Purchase .......................................................... Nom,e of Former Owner .................:...................................... 11. Zone or use district in which premises are situated. .................................................................................................... 12. Does proposed construction violate any zoning law, ordinance or regulation? 13. Name of Owner of premises SbP..T.Lin.41J..�AY.t(Qt4 !Address . ►1Al. Q.�.,�a6�.T.J l.D.. Phone No.U.tS.:AAAW Name of Architect WAII—A..CIgP.4.. S.LAIJ...... Address .S.>4'...�.nV.IS.r. .4nSa.Q.t�.l.... Phone No.K1!: n3.*0 Name of Contractor .... Address .r ASIA!•.�0..�MA�ITIiRIt.. Phone No.M. A-InUINJ PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions from property lines. Give street and block numbers or description according to deed, and show str et names and indicate whether interior or c wner lot. 1J' N - Id I °' 2r#' 8 s, 1 o Ir :� Q I u, 5o YF4oL'Q $AYi#JG$ f "aaN K o a � a00.30� L O STATE OF NEW kK ) S.S. COUNTY OF ...... ) L 1 ............r .1s12�A.4,'D. ,.. .. .,,... CC,.✓.�...,. ..................being duly sworn, deposes and says that he is the applicant (Name of individual signing application) above named. He :' -is the ................ R.N.CAAA.......Ca.1A.-r.mrmT.QR......................................................... (Contractor, agent, corporate officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filgd therewith. Sworn tp before me this /� ..�............. do of ..........PS1, ft dRa. ..catNl9�v s .. yam/ Pul ffc ret F* PC ��L�'"` `�T ..... ... ... ,,pp�� Notary Public ...� w ��``t`1Cjarg ourity (Signature of app !cant) ' Residing In Su o k County Com►ril;slon Expires Marc30,196 6 i +swn= -��Marc h - moi ,:;, ,„ 'r FORM NO. 4 TOWN OF SOUTHOLD' BUILDING DEPARTMENT Town Clerk's Office Southold, N. Y. Certificate Of Occupancy No.Z .�597 . . . . . Date . . . . : . . . . . . 3 . . . . . . ., 1M . THIS CERTIFIES that the building located at . . ' . tt. . . . . . . Street Map No. . . X . . . . . . . Block No. . . .? . . . .Lot No. ?q. . . . .4outhold ?.7C . conforms substantially to the Application for Building Permit heretofore filed in this office dated . . . . . . . . '.'June. . . �'. . . ., 19.$9. pursuant to which Building Permit No. . .1+3`�.5Z . dated . . . . . . . . . . . .°� � was issued, and conforms to all of the require- ments of the applicable provisions of the law. The occupancy for which this certificate is issued is . . . . . . . . u�llc�iti�. . l?VT Rar�ge) . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . The certificate is issued to . . huthold Sa.vf,ng�, A2*. . . . . . . 1G�' . . . . . . (owner, lessee or tenant) - of. the aforesaid building. Suffolk County Department of Health Approval . . . . . . *. . . . . . . . . ., . . . . .. . . . . . . . . . . . cry �' (_4-:,; • ,. . ''Building Inspector . House # 54375 FORM NO. 2 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD* N. Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) i`i3? 4325 Z Date .....................JTAM..........$............. 19...64 Permission is hereby granted to: .19 t EaeV ...' n thni..ILA..... jxt.1b1d..8&Vin99 Bank ..................aut w e........................................ ............................................................. .................. to ........ g0«....................................................................................... atpremises located at .................:XMIn.. ..+ ..SO ilve.......................................................... .......................................................§AA-chgld...........P4l. 1X................................................................. ............................. .................................................. ...................................... ........................................ pursuant to application dated ...........................1AMP...........4.......... 19...69 and approved by the Building Inspector. Fee $, ,.�............. Building Inspector •'�Zl,'r ',r f 7 •✓ FORM .NO. 1 TOWN OF SOUTHOLD ; BUILDING DEPARTMENT TOWN CLER'K'S OFFICE SOUTHOLD,N.Y. Examined .., 19. .� Application No. .�I Approved .i .... .... L...... ., 19 . ... Permit No. ...F........... Disapproved a/c ...... ..... .... .. .. ............ ................. . ...... . ........ ...... (Building Inspector) APPLICATION FOR BUILDING PERMIT / Cy Date ..l... ..... ..... .... . ..... ..... INSTRUCTIONS a. This application must be completely filled in by typewriter or in ink and submitted in duplicate to the Building Inspector. b. Plot plan showing location of lot and,of buildings on premises, relationship to adjoining premises or public streets,or areas, and giving a detailed description of lay out of property must be drawn-on the diagram which is part of this application. c. The work°covered,by this application may not be co�cnmencect before issuance of Building_Permit. d:. :Upop approval,of this application, the Building Inspector will ,issue a Building Permit W the applicant. Such permit shall be kept on the premises available for inspection throughout the progress -of the work. ei No building shall be occupied or used in whole on in part for any purpose whatever until a Certificate-of 1 •Occupancy shall have been granted by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department fot the issuance of a Building Permit pursuant G ,to the Building Zone Ordinance of the Town of Southold,Suffolk Odunty,New York,and other applicable Laws ,Ordinances-or Regulations, for the construction of buildings, additions or alterations, or for removal or demo- lition, as herein described. The applicant agrees to comply with all 'applicable laws, ;ordinances, building code, housing code, and regulations. � 0 �., ........ ......... (Signature of iapplicant, or name if a corporation) . ...... . . .. .�. P............ (A ess of applicanx State whether applicant is owner, lessee, agent, architect, engineers general contractor, electrician, plumber or builder ........ . r te !v .. . .. .. . .... . .............. .......... ............ ............. Name -of,owner of premises ...� ."�°���J.. .. ........ ............... ........... i If applicant is a corporate, signature of duly authorized-officer. (Name.and title of corporate officer) 1. Location of land on whic,ch,�proposed work will (b eeOone. Map No. ... .. ........... Lot No. .... ........ . iStreet and Number . .. '.`.ice.Y.......... Municipality 2 State existing use and occupancy !of premises and intended u§e and occupancy of proposed construction. a. Existing use and occupancy .... .... ...... ......... b. Intended use and d occupancy .Ala...' ` . ..�.1.. .. ..•• ••X... ..................... _ f� _ f d e ;-s2.1 !•mil � d 1� 3. Nature of work (check which applicable): New Building ..! , .. . Addition ...... . Alteration ..... .. .. Repair ......... Re oval .... . ... Demolition Ot Work (Describe) ..... ................ . 4. Estimated Cost �.!a .0.. . ........ ... . . ...Fee ....1 ..�.�.... .. ... .. . (to be paid on filing this application) 5. If idwelling, number of dwelling units , ...Number-of dwelling units -on each floor .....,....•... Ugarage, number of cars ..... .3.A-n...... . .................. .... ... ... ....................... G. If business, commercial or mixed occupancy, specify nature and extent of each type of use ....... .... ... 7. Dimensions of existing structures, if any: Front . ....... ...... Rear ... .......... Depth ............. Height ................ Number of Stories ... . ..... ........ .. ............ .......................... Dimensions of same structure with alterations or additions: Front .............. Rear ............... Depth . .............. . Height ..... ..... ..... Number of Stories . . ............. ....... / 7 � �..... S. Dimensions of entire new construction: Fr:mt ..'jlrj1..,7......., Rear Depth •• Height .l3.f.±... Number of Stories . .......� . ....... .. .....Gr /... .......................... t 9. Size of lot: Front ..: . f.'. ... Rear . .4.I.. ....,.. Depth . 10. Date of Purchase �. . .........Name of Former Owner .!. ..�.� ` � 11. Zone or use district in which premises are situated........................ ... ................ 12. Does proposed constructionviolate_any�zoranng,,��,la��w�, ordinance or re ulati ? . . �1�'.p.... q• •• ••• • 13. Name-of Owner of premises '/J`address .. .�.Y. Phone NoAir—. .PGO Name of Architect ...............,,t_� Address ....... ..... Phone No. ........... Name of Contractor Zie ¢ cia .Address .(. f .i Phone No7316r�?- PLOT DIAGRAM Locate clearly and distinctly all buildings,whether existing or proposed, and indicate all set-back dimensions from property lines. Give street and block number-or description aceording'to deed, and show street names and indicate whether interior or corner lot, I � H i � r0- 71 STATE OF NEWYZ )S.S. COUNTY OF - i o R cj Y? /��../,,u•• ..!C., ., ..... .being duly sworn, deposes and says that he is the appli- (Name of individual signing application) / cant -above named. He is the . . ..... .l3 f.r, w .t?-.. ........ .................. ... .... .............. ..... (Contractor, agent, ,corporate officer, etc.) of said owner or Downers, and is duly authorized to perform or have performed the, said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;.and that the work will be performed in the mann er set forth!in the application filed therewith. Sworn to before me this ..... .... . day of 19�� ... .. .. !. .. .. Notary Public. ............. .... ... County (Signture of applicant) FORM NO.4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Clerk's Office Southold, N.Y. Cerfiificafie Of Occupancy NO. . . .?9533. . . . . . . . Date . . . . .��:y. . .2?. . . . . . . . . . . . . . . . . . 19 -79 THIS CERTIFIES that the building . . . . . . 885 YOti27�8; Road &, , , , , , , , , , , , , , , , , , , , Location of Property . . . . . . . . . . . . . . . . .. Main Road, Southo d,,, ,New York House No. 6Q SZeet County Tax Map No. 1000 Section 61 . . . . . . . . . .Block . . .2. . . . . . . . . . .Lot . . . .5. . . . . . . . . . . . Subdivision . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Filed Map No. . . . . . . . .Lot No. . . . . . . . . . . . . . conforms substantially to the Application for Building Permit heretofore filed in this office dated December . . . . . . . . . . . . . . . .9. . . . . . . , 191.7. .pursuant to which Building Permit No. . 9 $� dated . ,3Pecq>1 beF . .9. . . . . . . . . . . . . 19 .7.7. ,was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is . . . . . . . . . Banking Facility with Addition a Alteration . . . . . . . . . The certificate is issued to . . . . .SOu' h®�d SR%*19B, Balk , , , , , , , , , , , , , , , , , , (owner lei of the aforesaid building. Suffolk County Department of Health Approval . . . . . . . . . . .N.R . . . . . . . . . . . . . . . . . . . . . . . . . . . UNDERWRITERS CERTIFICATE N0 N421268 . s, ������ sir✓ ��i^�... Building Inspector r Rev 4/79 t' FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Clerk's Office Southold, N. Y. 'l MWORARY Certificate Of Occupancy f I No. Z94-03 . . . . . Date . .January... 25. . . . . . . . . . . . .. 19.7.9 . s THIS CERTIFIES that the building located at 54375. Main .Road . . . . . . . . . ..A xx ; MapNo. . . . . . . . . . . . . Block No. . . . . . . . , .Lot No. . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . conforms substantially to the Application for Building Permit heretofore filed in this office dated . Dee ember. . 9 . . . . . . .. 19.77 pursuant to which Building Permit No. . . .9-582z dated .DeCember. . P . . . . . . . .. 19. Z7, was issued, and conforms to all of the require- ments of the applicable provisions of the law. The occupancy for which this certificate is issued is . . . . . . . R--Mks. . . . . . . . . . . . . . . . . . . . . . . . . . The certificate is issued to . . . . . . . . . . . . . . . . . . . . . . . . . . (owner, of the aforesaid building. Suffolk County Department of Health Approval . . . . . . . . .. . . .crag . . . . . . . . . . . . . . . . . . . . UNDERWRITERS CERTIFICATE No. . . . . . . . . . . . . . . . Pending HOUSE NUMBER . .54375 . . . . . . Street . . . . . . . . . , . . Main Road. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Southold. . . . . . . . . . ►. N.Y.. . . . . . . . . . . . Building Inspector Coun•Ly Tac' Number 1000-61-.2-11 & 12 1000-60.2-5 ii F s„ rr�.r' .. if �':_:t �+ -f s•�<,;;ta "f t. {� 'r�'�.z`,y •,:S_ :..- •.e .[ Y ) , .t - ''r'- .• i-�'' .ti'S,,^-�? 14;,,. X11'C �� K^..t�',. Yam , '2G. •f•t -sa, �-i[„° f 'v.�•. ,7' :t<' :i.. f e's•� ;s.,. •� ,.ri�rji'ri « � .,`�Y s �S.,a^�'•,`S K.,c-s_•'•- - .J.: • "�d��, .�. ,{,:�. A"'.l• ''.��i:�+'-tib �'�?ire �S. � •s"kb�..•,f- irr-' , V M, , ,-+'rj,` ! `-• a'+�! .F` '.-F 7'� 'y ,. i ° f{a�ftt t � ° ^'+'�,• ri• }`i.t, F: ;+•-'t- .� !), r.7��.` "• f>41t.'�:,•� -�+•'r'"w '�-, �'>i ' �' ��.`,.:, ari.a<„7`,'• ••S`� }r�'..,_ • n4t�s=i`a, :��" .`l,d I� ��'�{;4t.lr}?x vaf(I i i •�•S}` �r ��`�"�' f" , .. i'•rk f: 'r,;K Y1,1•10,•S •- >,� �",�a,f-,_,s,;`•;'- „,-rr�+t.^� ,�;_ FO$�5 �z� +N o���r,� m�� ,�+;'Mx:, _�f.;'' ,. ,`'. 91JILDINd 'D °.•' ;' `':, ?.`fit ' TOWN C49�lC`S'° 'F `, - SOUTH'OLD, -R v SUILDINGiPE�tt1V�i'r'. v - (THIS PERMIT MUST BE KEPT ON THR PREMISSS•UNTIL FULL f COMPLETION OF THE WORK AUTHORIZED) M9582 Z Date .......... ........................................ M Permission is hereby granted to: F4•J f'C � :•UCJ�dJ���: r:). t. .................. ...• •. . .. . .................... ....... ............................... ........ .... r LL c �C.t.rL ► � to .... ................................................................. ............................... ..............�....: ........ .... :�....... � . ..... .... .:................. ....... ..... � f' 1 at premises I ed at .. ....... .... .. ^::`^.. �.c�..... ................... .. ................ . �'................ .,........................................................ ..ursuantPlicationk,., .,to.application ,.•. dated ...................... i,•. ....... ....,, 19 7.�,�and approved• pursuant by the Building Inspector. Fee y + }' \ . .. , - sa'..:eFt�1 ..�:f•. i ..; aY t•i•ar:.y�4•a'l.•••...r r•••••. ........... �_.:.: , • ,.;._. ,, 's ' uijdir,g; Ih dctor .. 94•y+s'1 N. b<p'£e.s^5;�, ,'�``'P Si/,aff i.�: '�',. ' , !,1• 'iJ�'�r,'-\`r<"v yui••'s`. r „y;,' '"- .^t;<, !€•°' orf, "• � •• ' , _ ;,vH t:iYs i i. c' - /// '� !t.'�t;•L'�``p�r;Y:q 5+a`+ ,.ti`'��,�: a' 4w Ir FORM NO.6 TOWN OF SOUTHOLD Building Department Towyn Hall Southold, N.Y. 11971 APPLICATION FOR CERTIFICATE OF OCCUPANCY, Instructions A. This application must be filled in typewriter OR ink,and submitted in duplicate to the Building Inspec- tor with the following;for new buildings or new use: 1• Final survey of property with accurate location of all buildings, property lines, streets,and unusual natural or topographic features. 2. Final approval of Health Dept. of water supply and sewerage disposal—(S-9 form or equal). 3.Approval of electrical installation from Board of Fire Underwriters. 4.Commercial buildings, Industrial buildings, Multiple Residences and similar buildings and installa- i tions, a certificate of Code compliance from the Architect or Engineer responsible for the building. i 5.Submit Planning Board approval of completed site plan requirements where applicable. B. For existing buildings (prior to April 1957), Non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of peoperty showing all property lines, streets, buildings and unusual natural or j topographic features. i 2.Sworn statement of owner or previous owner as to use, occupancy and condition of buildings. 3. Date of any housing code or safety inspection of buildings or premises, or other pertinent informa- tion required to prepare a certificate. C. Fees: 1. Certificate of occupancy $5.00 2. Certificate of occupancy on pre-existing dwelling or land use $5.00 3. Copy of certificate of occupancy $1.00 : Date . ..Tanuary. 23 R , x-9.7.9- - - . New Building Addition, • • Old or Pre-existing Building . . . . . . . . . . . . Vacant Land . . . . .. . . . . . . . Location of Property54375, Iiai.n Road,,, $QutY}41d , , , , , , , • , , , . , , j , , , , , , , , , , , , , , , , . . . . House No. Street Hamlet Owner or Owners of Property . . . . . .$outhQld. Sav7 11gs .BLnls. . . . . . . . . . . . . . . . . . . . . . . . . . . . 61 2_ 11 & 12 County Tax Map No. 1000 Section . A 0. . . , . . . . . . . Block . . . 2 . . . . . . . .,. . , Lot. . .5 . . . . . . . . . . . Subdivision . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Map No. . . . . . . . . . . . . .;. Lot No. . . . . . . . . . . . . . . Permit No, 9Applicant 58,2,2, , . • Date of Permit �2�9,/.7.7. . . SQutktP.l,d.Say.iDgs. .Pan]c . • • ! Health Dept. Approval . .$ejdil�g. . . . . . . . . . . . . .Labor Dept. Approval . . . . ; . . . . . . . . . . I . . . . . . . . t Underwriters Approval . .1'eAdiD9. . . . . . . . . . . . . .Planning Board Approval . . ?ending. . . . . . . . . . . Request for Temporary Certificate . . . . .X. . . . . . . . . . . . . . .Final Certificate . . . . . . . . . . . . . . . . . . , . . . . Fee Submitted $5 . . . . . . . , , , • . . . . . . . . . . . . . . . . . Construction on above described building and permit meets all applicable codes,and regulations. E ' Applicant . . Sout of • sa-wings, -Bank • . . . . By. Af1 . 4— Rev.10-10-78 1 Rose, President: 60-Z- a114 013, �/a�� 73 FORM NO.6 TOWN OF SOUTHOLD Building Department 1 Town Hall Southold,N.Y. 11971 APPLICATION FOR CERTIFICATE OF OCCUPANCY l nstruciions A. This application must be filled in typewriter OR ink, and submitted in duplicate to the Building Inspec- tor with the following;for new buildings or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final approval of Health Dept. of water supply and sewerage disposal--(S-9 form or equal). 3. Approval of electrical installation from Board of Fire Underwriters. 4.Commercial buildings, Industrial buildings, Multiple Residences and similar buildings and installs tions, a certificate of Code compliance from the Architect or Engineer responsible for the building. 5. Submit Planning Board approval of completed site plan requirements where applicable. B. For existing buildings (prior to April 1957), Non-conforming uses, ,or buildings and "pre-existing" land uses: 1. Accurate survey of peoperty showing all property lines, streets, buildings and unusuai natural or topographic features, 2. Sworn statement of owner or previous owner as to use,occupancy and condition of�buildings. 3. Date of any housing code or safety inspection of buildings or premises, or other pertinent informa- tion required to prepare a certificate, C. Fees: 1. Certificate of occupancy $5.00 2. Certificate of occupancy on pre-existing dwelling or land use $5.00 3. Copy of certificate of occupancy $1.00 Date . , ,March 79, , • • • • • ,' New Building Add�t�-Qa. . . Old or Pre-existing Building . . . . . . . . . . . . Vacant Land . . . . .. . . . . . . . Location of Property . ., . , . . . . . I Main .Road, • . • „ •-, , ,Southold• , • , , , • • , • • • , , , , , , , , House No. StreetHamlet, Owner or Owners of Property . . . . SQWthol,d.Saulugs. .Bank . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 61 2 11 &, 12 County Tax Map No. 1000 Section fQ . . . . . . . , . . Block . . . . . . . . . . . . Lot . . S . . . . . .. . . . . . . Subdivision . . . . . . . . . . . . . . . . . . . . .. . . . . . . .Map No.� . . . . . . . . . . . . . lot No. . . . . . . . . . . . . . . Permit No. 9$822. . . . Date of Permit ?l'9�'�7. .Applicant . . SnUthRld-SaviD3S. .Bank . . . . . . Health Dept. Approval . . . . . N/A. . . . . . . . . . . . ... .Labor Dept. Approval . . .NIA. . . . . . . . ... . . . . . . . Underwriters Approval . •Copy ,Attached , , , • • ,Planning Board Approval . . . GQpY. Attached. . . Request for Temporary Certificate . . . . . . . . . . . . . . . . . . . .Final Certificate . . . . . . . . . . . . . . . . . . . . .. Fee Submitted $ 5,Q.Q . . . . . . . . . . . . . . . . . . . . . . . Construction on above described building and permit meets all applicable codes and regulations. Applicant POUthOIA Sava;ngp, 1�4L ]c, , , , , , , , , , , , , , , , , , , , , , , , , Rev.10-10-78 By Executive Vice President SUFFOLK COUNTY DEPARTMENTOF HEALTH SERVICES '•"r :?t°fE__ Riverhead, New York TYPE-OR PRINT LEGIBLY IN INK 22 PPI Building Permit No. Health Services Department Plan No. Application for Approval of Commercial Sewage Disposal S4ystem TO: The Suffolk County Department of Health Services Date f Application for approval of commercial sewage disposal system is hereby requested. i North Side of, Main Road at Railroad Avenue Location: (Name,side of street,name and distance to nearest intersecting street) Name Southold Savings Bank Hamlet Southold Town Southold Village f Applicant's Signature RA MOND W. TERRY JR, Title, Execur Southold Savings Bank (Builder - O ner) Address Main Road, Southold, New York Tele. No. 765-2800 Ready for inspection -- - - - ...- - - - .- - - - - - - - - - - - - - - - - - - --- - - - - - - - -- - - FOR USE OF HEALTH SERVICES DEPARTMENT ONLY Inspected by Dam -7- Installation satisfactory No Based on the information stated hereon by the applicant and other information made available, it is the option of this Department that this system with proper,:maintenance can be expected to function satisfactorily and is not likely to cause a nuisance, provided designW sewage flow is not exceeded. Structural features are not included. Date MAY 0-9 1980 fURI OT BT UWAI'R MIS smcmv • s t SCHD-S-13 W mom M i G am aw THE NEIN YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 1—:j r DS JOHN STREET. NEW YORK. NEW YORK 10038 Date February 1 4 , 1 n 7 V Application No.on file a R 1 R 1 2 N42 d:.3 7 THIS CERTIFIES THAT only the electrical equipmumt as described below and introduced by the applicant naw wd an the aboae tiarnumber in the premises of e � Ave. , oufioSoutheld Savlnns Pank ,main Pd . A Younl d,, l. . t . in thefollowing location; Basement n lot Ft. LJ 2nd R. Section Block Lot win examined on February 12 , 1979 and found to be in compliance with the requirements of this Board. FIXTURE FIXTURES RANQIIS COOKING DIICKS OVENS DISH WASHERS EXHAUST FARTS OUTLETS RECEPTACLES SWITCHES INCANDESCENT-FLUORESCENT AMT. K.W. AMT. K.W. AMT. K.W. AMT. L W. AMT. H.P. DRYERS FURNACE MOTORS FUTURE ARIIANCIS MMM SPECIAL MCI", TIME CLOCKS ULL UNIT HEATERS MM71-OUTUIT DIMMERS AMT. K.W. OIL H.P. GAS H.P. AMT. NO. A W.O. AMT. AMP, AMT. AAVs. TRANS. AML N.P, N�FT AMT. WATTS SERVICE DISCONNECT NO.OF S E R V 1 C E MFM AMT. AMP. TYPE ttQllll>. 1,92W 1 p 3W 3 0 3W 3 0 4WW NO-�R- OND. �A.CC W.G..COND. NO. HI-ItG A•W-� NO. HILITRALS OF NEUTGriAI OTHER APPARATUS: '!r)t0rS31-20hp 3—statbons and motor Charles A. 110hrr, for 'url i nntan Fie 15 Linden avp . Last Jersny City , '-I . J . 07"M'5 {i!liAt MANAGER Lfc. fSe� 11 , pea- u# eru# riot be altered in any manner; return to the office of the Board if incorrpo. Inspectors may be identified their Credentials. �� 1$ EGIPY OF Cullipi -- F_f:: i C� 'r9i9 TH9 NEW YORJK BOARD �OF FIRE UNOERVVRITE,R BUREAU OF ELECTRICITY ! #II i:! I Ii ill ' + 130 JOHN' STREXIT. i11E,W Y0'4Kj'fjEW ',YQRK0Q38 ' 'i# ! rilccte TP t.})Y'U '1'y �� , Application No,ort file" �!` ' Fti 't , s `7 'T SJ THIS CERTIFIES'THAT only the alf.evrical equiprrlenst aq dem-ribed belauo wed intrpoog ."ped bar the applicant rkpiteed on,the jebone application the rrtiseq pf s. ate h>�7.c 4T v� !'� F �:�xak,N.�,t:' CPP 'r"IsrOn'TrI `_t`x ' �,0vhv5.1.1�� . , tt�ot.►�kR�,�.� ,�'a.'� it in lite followil, icri'afibrl i I'�,� liuenr►lt'fei L,J lst F; ,2rtd' P. ''' t{.,. ' a4ei ttt>tt lilar`k li'` il,l.Es utas exgettiru'tr$urt '' I ! ! ano found to be itt` ar>tirlltritt with l,he requitether:L.c of L/tix f3oard. '!' •'i,, #!` 1,, '': F' F•LI)XTU'R'E'tI:{ 'r_ii•-•.I�l' ,!'i It'' I,;=I 1�i{3.tt1C��ji'bS'l •� it,•'! '�; (,ill 1•�„1'!' i! t', `'' ''�I,I r.rt , I!iE ]RANG AfNj'�G!tEWrl''14•1 1 C-fOlG•E1iO-NttKT1I IN-E.G1!Dl'!E.-!CllK#'S1'' OUTES �CEPTALES ;;WITCHES � QJCAN t5 fKEW1 c -I ji Na{i Krs:I�.W'!'e•'.fit �DiA1t� I�sttlyl$1 11'!A X!1Nf*E.A! 016 4 n 011 �• ,c+ !'1• :! .'t :i' ' ,!! i '�1 �:: i + - 'l, i11 I!1 ,!! I^l' i f QRYERa r,:" ;I' ,P1.ffiNAC6�MOTGRS, il!� FUTVRR,AF ANC8 FERPERS SPECIALRK'PT TIMEgLocK5 11hliTJHRAT$R5 •...fi•1 r LA •AI(', PI ,GA - , N A;I 11 ''A/N,lE1`�-'.l+'�11 '� t'�,y+.c! I�VI�M1?�, { ,'K•: r'a1�A1, 1 A(�lpi' T�/�P�S,I A/y�Y} .F't' ,I��O' IT i' t ! •.1 + s I',, I, +! ! r i E iE rli `` '�'T-i t, t itt lil :i IE,. 1 - it :4!- t a � 1�' ',t E• ill li ' '1, ',C %I l�, }I ''• %[, I• e NI '; i' I ! I s •i;: , ,!I•.iii- I1 +! ill '� I11" � I E. ;,, +, ', .1 _ l .i � " 'I,� , 11: I ! l ; .%r � ill- I .til li �i1.. ,r=wi ,lotsaoCTcla- Nb AF Ili. .!, ,r 111 u S ' ,,E ~' R dl V: {' I H;iIsER' —'�t--+�--��{+ , �^ t—' -�--i ,h.Y,, ---- -T 1.� a t€cdk T11' EQUIP. }' 1: ' VI 'tw_ 3.eriYy ins' fiOFiCC W1 NQ d ;tfG SAFtri Of NE ' 11 1'. -i!t , „t 'f"T"" . ... I" —!• „ , ,, a ,'I ' �111- -1 "';#l• I'• 'It - •( .,,, .,J•' I;1- 1,1�. 0Q0 CJ3 ! r: c: ,! {yf1. {� !'i lit I,+ li i t, t # r IIi r � OTHER APPARATUS: 1: ,~ .,I' ` ;11 Ii. !' Ilt ' i' 11 I: ': Sy-31I a is NO'. , 0f I+'e�t)4 ' r1i�� tri3? + '1 ` 'I 1• Ali; .1 i II l - !; 'l ttt It 1 1 �! #: ' I�: 'li .I - ,,• ' ` ,+ :, f'!�i�i�i3�,t7 ♦'���•"•, +k'�M?_J{a�,,; 1. _)�.�',� r',ttti�IK.i.,�� !' 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Ilr !I% !! 1'+ •1,"li• ;#1 11' {'i 11!• !" 11I I' +: r,l l S -+S�i,' fpf.Ey' ex'S+ ' drt �iii -li, i:l t:• .,II ,:I Il - hi l#.. ;1 e J.e f, •l ir'. Il} lit I,+ •!I ;, ;1: •I, r,! '!i Ill I'I !ii til.-_!:r EI( ;III ,Ii:,III .!- tii_ :,'! + '' ° I11- ),' 1'! �,,;.�` 11, lit !ir iN #!I 1. ' ; ,%',•i. ! 'i' ,i: 'i ''+' 1'i I:I •ll�yry-,l: !'; !I%, ii# 'll!• ill- :EI 'Iii- #!f: 1 ,i 'l�. 'ii 1�� IIi :#E' t iI '1• ` ' I1;i1(�, '�1 4 + ��r'yyi# #ti..!f !i# !11' I:!. ': '!' !I' !II til II} ts, iR='!'L- ill ,l' 1, III II jll 1 111 ili •!!'-I[,+ ,II +'' tti ':r' lit ill I" I moi ) Terry }�C� • 'i' I,t '' I1. 'III l!' ..111 !II- -III I I tll •II# Ili.'ill :III IV-H 1,I !!l' ;•I IIi'-it: '!I- !ll , , 1:1 14 + r, +a' c.. •� '� ,r� ,;t rr - .l1 , III- IE, Ill- Il1- I!t-11- i J' II nl _if: ;:I' ., IIi ;! l ' Fill 'rt�3tbwn��� JIlk ��_6 �'� I#I„ ill I I !:I Is I I j I!, !t i , Il�I� i, !Fi i !; ,.,a- i!I I. I! 11 Ali +I Ill !#I 1'' i!t li! .ji E!1 (; +E. ! I, tl+ t' Itt Et. I' !,I •#It Iti iii tIi 11; L' '!#; :; l s Ili ill"'j##i•� ,,# i7i #i#I ,II li E I li, i't iii, ;i It! ;! �! I "i rl n, 11• I t ! ,u ` #', . 11 ,il` ; ql �f',1 .I,l !' i.J II! -!'t il'' Iii;,I!1 t!I'1 tl II •111=�1 L+ it -!! 4#` 111„'J, 111 -c 1 LEI I:1 _ , } 'This cert!fic¢tte must.ngt by ditered ,n do mpdR¢�1 rd#urq' F�11! hb'I fFtti `Iof��hv Bola' •'h 4 71'!t1$p rs tali'y' �'#demi#field r '`l crod 'nt' r -OFF"Nol 1111-9 �4 ,j 1'I: F D NI A r 5 1979 yam :F ' s " � ^�1/11�� is Soutliold, N.Y. 11971 JOHN WICKHAM, Chairman TELEPHONE FRANK S. COYLE 765-1938 HENRY E. RAYNOR. Jr. FREDERICK E. CORDON "= JAMES WALL January 19, 1979 Mr. Raymond Terry Southold Savings Bank Southold, New York 11971 Dear Mr. Terry: The following action wau taken by. the Southold Town . Planning Board at a regular meeting held January, 9th.' RESOLVED to approve the site plan of the Southold, Savings Bank with revisions on plantings and ingress and egress as shown on pages 1 and 1A.. I enclose copy of letter from the Building Depart- ment for your information. Yours truly, Mur Brush, Secretary Enclosure , TEL. 765-1802 FCDp TOWN OF SOUTHOLD OFFICE OF BUILDING INSPECTOR LpTOWN HALL SOUTHOLD, N. Y. 11971 January 9, 1979 Planning Board Southold Town Hall Main Road Southold, New York 11971 Re: Site Plan, Southold Savings Bank , Gentlemen: On November 28, 1978 I received Site Plan Sheet No.. , 1 & 1 A, Project No. 7623 by Wiedersum Associates for the Southold Savings Bank, Revised November 20, 1978. These revised plans shows the proposed 1:8" wide exit ' lane to Youngs Ave. They still have enough parking spaces and do comply to our Town Code. We will need a "as built site plants with your final , approval before the Certificate of Occupancy can be issued. Yours ;truly, .14V RA�0_4 GEORGE H. FISHER Sr. Building Inspector GHF/,p js . MAN- 5 9�i9 INSPECTION REPORT T0: Southold Town Planning Board - DATE : November 21, 1978 FROM: John W. Davis RE: SOUTHOLD SAVINGS BANK RENOVATIONS (Storm Drainage) COMMENTS : I made an inspection of the drainage facilities at this above. project ' today. Went over details of the installation's with Mr. L. Meridith, in change of inspectiontheHowellhe contract work for Company, Contractorsthe ank and a forb t e project. • represPntat�.ve Of Qf All. of the drainage structures had been placed prior' to todain $andte,. with the exception of one 12 ft. dfam, drywel , be done now) due to au existing house. connecting pipe (not to According to Mr. Meridith; all 12 ft.' diam. drywells and 10 ft. diam. storm pools are at plan locations (See revisions in red on site plan, Sheet I) , are in clean- sand and at depths called for. Drywells , with 3-•4 ft, rings and dome at 3'-6". Storm pools , with 2 - 4'-6" rings and dome at V-9". Catch basins as per plan were in evidence. Only in one case- was ground water encountered (at ,N.E. corner of property) . One existing 8 ft. diam. storm pool was found usable west of the new buildingaddition and incorporated in the new systbdith or Contract; esig le o b"� nfalk;- duration--not known-- 'fir I contacted Wiedersum home office, was told the�I - rywells and $ storm pools shown would provide a holding area for a 6" rainfall. A scaled area of the property, less ,the grass areas on the Main Rd. , Youngs Ave, and at the north end is 57 ,350 + S,F. Capacity of drywells and pools approximately -24,300 C.F. 6" of rain on 57,350 S. F. (pavement, sidewalks, roofs , etc.) at ; say 957. runoff would be 27 ,24a + C.F. Amore detailed drainage review would probably agree with designer's statement. 1: The storm drainage system as built appears to• be satisfactory. t C. C. 7 H DAV I _F , MAR 5 9979 TEL. 765-1802 TOWN OF SOUTHOLD OFFICE OF BUILDING INSPECTOR = TOWN HALL LO Q SOUTHOLD, N. Y. 11971 November 27, 1978 j Planning Board Southold Town Hall Main Road Southold, New York 11971 Re: Southold Savings Bank t ! Gentlemen: E Z Accompanying this letter is two sets of prints T received October 24, 1978 labeled 1. Site Plan, Sheet 1 ; 2. Plot Plan & Details Sheet, Sheet # HVACP & E -1 and 3. Planting Plan site construction Detail, Sheet 1-A. Refer to sheet 1 : The dry wells for the roof drainage are indicated in red ink also on HVACP & E-1 . On sheet 1-A: The planting plan, does not show the South exit lane to Youngs Ave with the change of planting. These are updated plans which I have reviewed and find they comply to our Zoning for your site plan approval. Yours truly, t LD�r! GEORGE H. FISHER. Sr. Building Inspector GHF/p J s f - E t t 1 i - P D Z � - T D Southold, N.Y. 11971 TELEPHONE JOHl3 W[CMAM,Chairman 7G5-1938 FRANK S. COYLE HENRY E. RAYNOR, Jr. FREDERICK E. CORDON April 30, 1979 JAMES WALL Mr. Raymond Terry gouthold Savings Bank Main Road Southold, New York 11971 Dear Mr. Terry: The following action was taken by the -Southold Town Planning Board at a regular meeting held April r 16, 1979. RESOLVED that the inspection has been made of the Southold Savings Bank and the work done complies with the approved site plan as revised. Yours truly, Muriel Brush, Secretary Copy to Building Inspector RICHARD F. LARK i ATTORNEY AT LAW MAIN ROAD-P. O. BOX 073 CUTCHOGUE, NEW YORK 11983 TELSPHON65IG 734.6607 November 15 , 1977 Mr. Howard Terry Building Inspector Town of Southold main Road Southold, NY 11971 I RE: Application of Southold Savings Bank for Site Plan Approval for Renovation and Addition to Southold Savings Bank, Main Road, Southold, New York Dear Mr. Terry: f Pursuant to Article XIII of the/ Zoning Ordinance of the Town of Southold, I am enclosing in triplicate the following: 1. Map of Property Surveyed for the Southold Savings Bank by Roderick Van Tuyl, P.C. , dated June 27, 1973 and amended October 20, ' f 1977, showing the required legal data, , natural features, existing structures and utilities. 2. Site Plan Design 'A' dated November 10,1 1977 prepared by Weidersum Associates consisting of two sheets entitled "Site Plan" and"Site Drainage Plan" . Design 'A' is the site- plan being proposed while the Prince house located on the southwesterly corner of the Bank's property remains. 3. Site Plan Design 'B' dated November 10, 1977 prepared by Weidersum Associates consisting of two sheets entitled "Site Plan" and "Site Drainage Plan" . Design 'B' is the site' plan proposed when the Prince house located' on the southwesterly corner of the Bank' s property is removed and a drive--in teller window erected in its place. 4. Map to Accompany Application prepared by Roderick Van Tuyl, P.C. dated November 3, 1977 showing the surrounding property in relation to zoning and existing uses. Mr. Howard Terry -2- November 16, 1977 Building Inspector RE: Application of Southold Savings Bank There are no deed restrictions or covenants affecting the Southold Savings Bank property with the exception of the Prince house on the southwesterly corner of the Bank's property in which Edith W. Prince has the right during the term of her natural life, of the "exclusive use, occupation and• enjoyment of the dwelling house together with the right of ingress and egress to and from said premises and to and from the Main Street." For your reference, I am also enclosing a set of detailed building plans for the Renovation and Addition to the Southold Savings Bank prepared by Weidersum Associates consisting of 14 sheets. Would you kindly review the enclosed site plans and place your certification on each of the plans as to whether or not it meets the -requirements of the Zoning Ordinance, and transmit two copies of same to the Secretary of the Planning Board at your earliest convenience. I believe that you will find the site plans meet the existing requirements of the Zoning Ordinance. As to the pro- visions ro-visions for off street parking, you will note that 70 off street parking spaces are provided, which for banking require- ments are reasonable and appropriate. You will also note that the site plan shows a 20 foot opening from the Bank property across the Prince property to land of Riverhead Auto Parts which is presently being leased by the Town of -Southold for parking purposes. It is my understanding that there are cur- rently 35 parking spaces in this parking lot which would allow for off street parking of any overflow of bank parking plus pro- vide an egress from the Bank parking lot to Traveler Street thereby easing any possible traffic congestion. I am also enclosing a check to the order of the Planning Board in the amount of $25. 00 for the required filing fee, which I ask you to forward along with two copies of the certi- fied plans. Very truly yours, I ",-r 1 , Richard F. 'Lark RFL/mld Enclosures cc: Raymond W. Terry, Jr. CC. Secretary, Planning Board r P D Southold, N.Y. 11971 JOHN WICKHAM, Chairman TELEPHONE FRANK S. COYLE 76",-1938 HENRY E.RAYNOR, Jr. FREDERICK E. GORDON- JAMES WALL November 28, 1977 i Richard Lark, Esq. Main Road Cutchogue, New York 11935 Dear Mr. Lark: The following action was taken by the Southold Town Planning Board at a regular meeting held November 21, 1977.` RESOLVED to grant sketch plan approval to the plans submitted by the Southold Savings Bank with the following provisions. l,. Lighting schedule to be presented including the type of bulb to be used and wattage. 2. Specific lighting drawings on the north entrance over ramp area. , 3. As-built plans. 4. Drainage to be provided for a six--inch rainfall. 5. Planting schedule to include list of plantings, type of ground cover and what is below the planting area. 6. Solid slabs be provided as opposed to perforated drainage domes for the drainage. Yours truly, Muriel Brush, ecretary Southold Town Planning Board Copy to Howard Terry, Building Inspector as'i :� ��.:�::z.,::_ ,.>.r .,.. ..:,...� .i, 1 ._es3!*2•.�`=:t$ ;:il.:,;kr... ,u,_" , • ' TEL. 765-2660 �1FF� < TOWN OF SOUT HOLD OFFICE OF BUILDING INSPECTOR �g�90 O1 � TOWN CLERK'S OFFICE SOUTHOLD, N. Y. 11971 "a, Gam r� O rf�.�c O ` - d '�'a`�S '.►e /""'L 'hi V,,.m a �L Cala�.qta- r ��... 7ZO $ r V I - v = ,,pper� _ ^9r•` :<-�'.^•,+ _ sK.';a:`;.r'''-^,gin.:: - �•.+ ��'. ,�:�}'�U-�•Vii`.,t_�. ?i.n:,',..•-_ _;� �_ _T_` _ - i•ti - - ,•�• - - .. ,- t�FiY 7C F Fa�r .r `. i Y 4P TO AlcafceeF4w^*-A Pr,if rc�,-%f , -- f r�Dt•E�'���a�_ C•�aF'd°�r�ti � ��. �oarli�rca�af i.csx�}.�a=�-t - -- - , _ _--- -- •-� f op •I'14•TAIfFP.e�•Y{+dll.. - �-;J /�Y.�R.�+! M1- •�. ++.[w.__+.w Yo^•'�"%'•°p_syal�h -- _ ��yr((Ma\JiTr'7i - i 3 X JJJJ--- � ' r S �•.r�. � '�, � � '.T.•^ ,�t� �\.i �^' ����i��, ��Y. 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I 00 TOWN OF SOUTHOLD BUILDING DEPARTMENT ll TOWN CLERKS OFFICE SOUTHOLD, N. Y. L Examined ........... 7...... 19Z.. Application No. Approved .................1.\......... ........ 192Permit No. �-a- z- / ,f, Disapproved a/c ............. Z_ .............................................................................................I.......................... --5;;,V) ..................................... ..................... ii'm Ing nspect r) APPLICATION FOR BUILDING PERMIT Date ..........December...9.............. Lq V1 INSTRUCTIONS C. a. This application must be completely filled in by typewriter ov in ink and submitted in triplicate to the Buildin7 Inspector,with 3 sets of plans,accurate plot plan to scale. Fee according to schedule. &_ b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets a areas,and giving a detailed description of layout of property must be drown on the diagram which is part of this application. c. The work covered by this application may not be commenced before issuance of Building Permit. 1:" d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such permit), shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in port for any purpose whatever until a Certificate of Occupancy V shall have been granted by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Pen-nit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein described.�� The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in buildings for n inspections. 'c ry L R.9 .,...Aq.Rtl4p�l51..Pavings Bank-� .. I�no ur applicant, ant, or name, if a corporation) 1.1.9.7.1.......... (Address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder. ............09We:;z............................................... .............................................I....................................................I................. Name of owner of prerriises ..........Southold Savings Bank ................................................................................................................ ...................... If applicant Ka rporate, signature of duly authorized officer. r - - w-co.;.r.i Name and titlee....officer)-------.......... Builder's License No. .................................................... f— /_q+ I+ Plumber's License No. ............. ..... ................ Electrician's License No. ............................................ Other Trade's License No. .............................................. 1. Location of land on which proposed work will be done. Map No. S.P-9......6.1.....U&i...Z.. Lot No. ......121.2.... ....... . Street and Number Cornp-r... Municipality 2. State existing use and occupancy of premises and intended use and occupancy-of proposed construction: a. Exisiting use and occupancy .............99)1k:L.nq..FAq i 1 i ........ ......................K.. .......................I........... Facility b. Intended use and occupancy ............. ................ ..................................... 3. Nature of *m,k (check which ` ^ ~ applicable): New Building'.................. /ddmur� ......... Alteration .....X........ . Repair .._-_. .. Removal ----., �emomo�-.--..—. Other Work --...-_..-------..' - - 9 /3 . �` (Description) 4. Estimated Cost ..... ............................Fee ..'�4%l°�5._-.--_~-...-~.----.----- Kobe paid on filing this application) 5. If dwelling, number of dwelling units .....Y/a...............Number ufdwelling units uneach floor ...--.. Ifgarage, number pfcars .............A/A''_--.----~^^'-'~'----'^^'`~~^~'~-'~^^'^^-^^--' 6. If business, commercial or mixed occupancy, ,nach, nature and extent cfeach type of use ..��A�A���-.. 7. Dimensions ofexisting structures,ifany: Front-%5'-4.!.......... Rear ... _92...X!............... Depth .D3.�-��— Height -J.V---. Number of 3mn, .--�—.PMURLI... ---___-_--.—_--_-..-----.. Dimensions of some vtrvcmna with alterations or additions: Front .'J.5!..��-'---. Rno, �A......��---. Depth Mal......;.1.1............. Heigh ........l0................Number ofStories .......2....................... B. Dimensions ofentire new construction: Front ��!-.0.......................Reo,'5�........ .............Depth5A Height .2V.,.��. Number o/ Stories .........2.......................................................................................................... ' 9. Size of lot: Front ---..2l9` .------.---- Rear-_..224,_------. Drp� -..��0�.---.� 10. Date u( Purchase ...........V&.....................................Name of Former 0*no .,.VA............................................ 11. Zone o'use district in which premises are situated --�7.1'.---~'-----_.~'_--_—_.~----- lu Does proposed construction violate any zoning low, ordinance or regulation: ............NP----,-------. /3. Will lot be regraded ^-'I�w............ VNU excess N| be removed from premises: (o) Yes ( ) No 14. Name nfOwner of Address -PhvnmNo. 1���AU8U... Name ofArchitect ..WadeX,5xM.A5nnJQ1mte.n ............ Address MALL#Y. Phone No.723;-.5.1.0.V... Name ofContractor ----.---.---.--..-.-..... Addreu ................................ Phone No ...................... PLOT DIAGRAM clearlyLocate distinctly all buildings, whotherexisting or proposed, and indicate all um-backdimenvmm from propertypropertylines. Give street and block number or description according to deed, and show street names and indicate whether interior o,corner/m. See filed plans ` STATE ' ` OF NEW YORK, 1ss ..".,. . OF .....-_--__ ........... ......... ...............................................................being duly sworn, deposes and says that he is the oppicon (Name of individual signing contract') above named. He is the ....RX0AidQAt..�f... --------.------.-----------. corporate officer, etc.> -- of said owner o, owners, and /, duly authorized to perform o, have performed the said ~n,k and to rmka and file this application; that all statements contained in this application are true mthe best vfhis knowledge and belief; and thQT the work will be performed in the manner set forth in the application filed therewith. �m mb� �i _^ �� -., 7"177 ��4�-� -. County .------- ~.......,..~-_~,-___. ' i�(�|unp�umvfqnnironq Nn�- ^60`^�~ ^ . ' .,a �. ...{ r r-.. '` ._ ...-.. - $':C�17lGIC•�..-' r ,M- � �.r 1 �.., :.'!''�`:'�"4• k = PIT p G spryce _ 'r.T. 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'+', - ,,�;y aF,'r-"r q '��.�, .?J''�., i,. •Hw, �c`�- :sw'`•,. ,"r;�",.-t'w-.�.;�,se '• T+M,.,. -,'Y"ad= A A glal NORMAN W.BRAFH— CONSULTINO QdOIEFR S.CAFARELLI ASSOCIATES CONSULTING ENGINEERS i 1AU B I 4 , RENOVATIONS U 2 Avg ADDITION TO THE SOUTHOLD 'y SAVINGS BANK t APD17-10,v FORK OF SOUTHOLD SOUTHOLD, NEW YORK co NORIO 4 11I,,''I� �' Q� BFNK 1,� iV'- � I C,'�^r•.1�••�-. - ', � �V` nl al II 4' , L T—E �� I __- _ P-- _ I`�=—___— 'IID ' � I __ __ _ rra 4'-_ _.; . — _—l�_____ _-- SITE RZAV • 'PI I//V A e-'fA 'e-'4 44 A IV rSTA 7-E) 0 A D /V cue D—N BY 2. 0�4VI�-o AM� DR.41�A CZ NOTES �A T e, v c -z7 /v IF selrlDl��'Ile_rless II n BY eyl` fit'D,;SIGN„ P., ;yl SYSTEM A . •1 NORMAN W E CONSULTING ENGINEER .CAFARELLI ASSOCIATE rr• �:F ;q��-;'irx I I� CONSULTING ENGINEERS ` I }' „a.a.wl - �...e�."' a I _"�__ z......,ctr.,, ,.,.r...ta...,�. E>,..,a,.�,.. t >Fsa, ;• _ -�E—W sAN IaA, POOL y'IiT NO �¢'„.'� KS •� E ION-TOTHE 'I ..m..wo e w1 —1 Ew1 ,. _ SAVINGS BANK I 1 �II _A1L R�JA(J ,VENUE v'Y BUNGS AV N i T TOWN or SOOT0.O LO 8407EOLO, NEWYORK Ir i= ` to P'�AN I• �II'_i- III,�,IJI rI 1^• NORTH ® - I I�4I � wwPfi.0 wi,-_ �_ , ._ -� _--' � rte__ Il -I '}4 •s�cT�HFI.`w LJI' a re.rw.w. ' �LntC Y' wv I III II TRANSF0Wp- FAO DETAIL. Suaa PLOT PLAN DETAILS - f III-�,°w m,ua�.. � I�ie'�ts Au�h�c Ij�l�.to is ��• �f---I�i �L[ t.>TED P N I�, a+e -i,�{u"P,Wm.. }- '____� -- — I is^SpUwRt�e�w amee--�pa � '�"�1• 11wR ar a4v4 F SI�OA V_ hVEN UE=+ YO111JG5 PIVP144 T PE TA 11 _ UNIT-UL� .�9�Q11Tp OOj�-J�<7<H i,I :. 400 RECEIVED BY w,T mvN oe maoco EIE Rn �L°M E IP 4A �v✓eoon&N G.r. F - f..s.dwr5+a�//lsra (lY\'ll J L I_ I +nsa..s III ff T r ! s NORMAN W.RRAM CONSULTING ENGINEER .CAFARELLI ASSOCIATE CONSULTING ENGINEERS' ••--i:.`a--{ PLA N ELEVA 7'1 0,V c n #g� CATCH B✓QS//V DETA/L SECT/ON >^ p'T�� �-t"L__']� ]�'7 f;J-T 5`(T � ` Ior I — _ _ I JIJ.• r a �o�® � ,IIS=_ l a✓ RENOVATIONS N. -1- L Si�� 1_.: �' r:• i i"s it F Z AND ADDITION TO THE �i ei�-�i}��31�"-9�lvlf ,•74 [.':1¢ • ,.c SOUTHOLD SAVINGS BANK PRECAST CO NG .y r� .SECT/Jnr - - - BANA' f 4 ..M✓l TOWN OF SOUTROLII GO UT NOL O.OLW CONN Cr.rr/sca r _/un.;^rd Gorc/ CPle8 END/NC OETA/L L_ _ Pu/�DrN rr i C o /'Dom- .-✓ud�la/A L K —C��"-`-TJ'E"` i I ,�,�'l I I i � 3 .rE'ne ITLE /"Ay`,,..; ..%r.ee!•✓..r ��_"""���444��� _ -_—ill _y - PGANTUv, pGAN- J/TE 6—74 rGT/JN s•o r.re e, .re.se.� ✓.,� ,..1 :..+ A'/A/N /STATE) R O A D PGA/yT/'vr „o `L /V - _-_ -ASPHALT _O NC2E TE I'A✓4,0/ 7- _ owl - rF C.u:.tl.d s/w�i.<e patA•d srLy,Nu+ p•...�•., nom-ers.u. �. .. u.ry.e: � �..e.reo ...r yr... o _re ''`��e NCRETE Foe Oe/✓E-//✓_ SGANDS / - "'rte I� a CO 'I P L A/V EG G V AT/O N RELRIVIED UY TRfE PGANTLN6_ G_f TA/G_ fvNTl OF GODRiW�pM noJ x ,2E/p/_ c—o- APk_J_/v 6 DROP GU BB sWEn x FORM NO. 4 1 TOWN OF SOUTHOLD BUILDING DEPARTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No 217751 Date FEBRUARY 9, 1989 THIS CERTIFIES that the building ACCESSORY Location of Property 54265 MAIN ROAD SOUTHOLD House No. Street Hamlet County Tax Map No. 1000 Section 61 Block 02 Lot 12.2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building+Permit heretofore filed in this office dated SEPT. 30, 1980 pursuant to which Building Permit No. 108982 dated OCT. 1, 1980 was issued, and conforms to all of the -requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ACCESSORY (DRIVE UP FACILITY) STRUCTURE. The certificate is issued to SOUTHOLD SAVINGS BANK (owner, ) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A UNDERWRITERS CERTIFICATE NO._ _ _ N502987 DEC, 10, 1980 PLUMBERS CERTIFICATION DATED N/A Building Inspector Rev. 1/81 � V FORM *TO. 2 . a TOWN Of,OUTA L BUILDING pAP DIE `la TOWIR-)IIALL SOUTHOLb, N.T. BUILDING PEitl ITi F 4 (THIS PERMIT MUST BE KEPT ON THE PA9MISI?S,UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) ♦ y d � Q l�ff� 1 8 ,Z Date . .... .. . .................�.�G`.. ............... 19.. ! r, 9 ' Pe-rmission is hereby granied to: SOV ? H D L—b 5-A V I Ir( B A P IL ................. ..j. .. , .. ............ . } ............ .................................. ..4..`.I.kll................h .. SCC SSUF� ' Ct +J U� .. pr` 1 �� -r, atpremises located at . .......................................................... ............................... S0i ....... ................ ................................................ ................... .. ........... ........................................ 0 ................................. .............................� .............._ .€.. ..... .........1;... .................... ...... 1 .. County Tax Mop No. 1t00 Section ...........�... Blo�1c ... . .:�.l�...... 'Lot No. .. r Z Q.L...�a< . ..,. pursuant to application 'dated ............................ � •.'•., 19�.•; and approved by the Building Inspector. Fee $........................ , a r t 4 :...... .. ,... ding rasp ......................... 1BuilIegtor r s � � Y Rey. 6/30/80 —4 $,_ •� istta.>�1•�_ .c , z s, .. .. .. w-r s ■ 4 ,.1 ■ q P 40406 441�p THE NEVA YORK BOARD OF FIRE UNDERWRITERS Rd BUREAU OF ELECTRICITY 85 JOHN STREET, NEW YORK, NEW YORK 10038 Date wawK �, 1�# flpplication No.on file 095544 THIS CERTIFIES THAT ,. only the electe 6 describbelpw afiasl i 9d cey tie S L' n�d!nac �eplistit number in the premises of SL�> a13 ]1116! �1 ate. lraaii i' in the following location• Bas t ist Fl. ❑ 2nd Ft. Section Block Lot Ywas examined on� � andfound to be in compliance with the re uire.nents of this Board. FIXTURE FIXTURES RANGES COOKING DECKS 0 N I DISH WASHERS EXHAUST FANS OUTLETS RECEPTACLES SWITCHES INCANDESCENT FLUORESCENTMERCURY VAPOR AAAI K W AMT K W AMT KW AMT K W AMT H P g 26 3 9 3 1.3 l � 6- k DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC PT TIME CLOCKS UNIT HEATERS MULTI-OUTLET SELL SYSTEMS DIMMERS AM7 K W OIL H P GAS H P AMT NO AWG AMT AMP AMT Amps TRANS AMT H p F T AMT WATTS fV _ 31 Reop— T 1 :. SERVICE DISCONNECT NO OF S-, E R V I C E AAAI AMP TYPE METER 1.•2W A•3W 3,0.3W 3,0.4W NO OF CC COND AWG AWG A W G EQUIP PER 0 OF CC COND NO OF HI LEG OF HI-LEG NO OF NEUTRALS OF NEUTRAL OTHER APPARATUS P 1bowdja s 1-30c . 1.5OaV. s 1:119OX. 1250M. tea{�tor ,je s 2--3 I H - ' t b, Elec.S G r L��� pple. Col;yyS. • i 215 lAc.57$ B GENERAL AQ i, � h) y N.Y. 11971 4 • Per This certificate must not be altered in any manner; return to the office of the Board if incorrect. Inspectors may be Identified by their edent Is COPY ICOR BUILDING DEPA MENT. THIS COPY OVC TIIII fi iNC 'Kip T'B :1Ty; IN ANY MANNER. J' TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL . SOUTHOLD, NEW YORK 11971 765 - 1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY DATE. _?/8489 . . .. . . . . . . NEW CONSTRUCTION . .X . . . .OLD OR PRE-EXISTING BUILDING. . . . . .VACANT LAND,. . . . . . . . Location of Property. . .52355 Main .Road,. .Southold,, •1VY ,1�97]� . . . . . . _ . . , _ „ . . . _ . . HOUSE NO. STREET HAMLET Owner or Owners of Property. . .Sauthold .Sava.ngs. _ganl,; . . . . . . . . . . . . . . . . . . . . . . . . . County Tax Map No. 1000 Section .60 . . . Block oZ . . . . Lot .��•.Q�1, , , Subdivision. . . . . . . . . N/.A . . . . . . . . . . Filed Map . . . . . . . .Lot . . . . . . . . . . Permit No. 1Q898 ,Z , . .Date of Permit x:(/1/.80 , .Applicant S.O.LLth0.1A ,S&miiig.s. Rank Health Dept. Approval . . . . . . . . . . . . . . . . . . Underwriters Approval . .l,z./•10./,80. . . . . Planning Board Approval 10/20/80,. 2/2.3/,81 Request for Temporary Certificate . . . . . . . Final Certificate . x . . . . . . .. . . . . . . Fee Submitted: $ 1,0,•00• APPLICANT,,i. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . Ronald Butkovich, Sr. Vice President (� 3 �r�l rev. 10/ 14/88 l FORM NO.6 TOWN OF SOUTHOLD i Building Department Town Hall i Southold,N.Y. 11971 APPLICATION FOR CERTIFICATE OF.00CUPANCY Instructions i A. This application must be filled in,typewriter OR ink,and submitted in duplicate to the Building Inspec- tor with the following;for new buildings or new use: 1• Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final approval of Health Dept. of water supply and sewerage disposal—(S-9 form or equal). 3. Approval of electrical installation from Board of Fire'Undertinrriters. 4. Commercial buildings, Industrial buildings, Multiple Residences and similar buildings and installa- tions, a certificate of Code compliance from the Architect-or Engineer responsible for the building. 5. Submit Planning Board approval of completed site plan requirements where applicable. B. For existing buildings (prior to April 1957), Non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of peoperty showing all property lines, streets, buildings and unusual natural or topographic features. 2. Sworn statement of owner or previous owner as to use, occupancy and condition of buildings. 3. Date of any housing code or safety inspection of buildings or premises, or other pertinent informa- tion required to prepare a certificate. C. Fees: 1• Certificate of occupancy $5.00 2. Certificate of occupancy on pre-existing dwelling or land use $5.00 3. Copy of certificate of occupancy $1,00 p_ Date . .' . . . .. .4 . . . . . � I9g New Building . . . . • . . Old or Pre-existing Building . . . . . . . . . . . . Vacant Land . . • . Location of PropertyV, . . . - . . . . House No. Sttrreeet Hamlet Owner or Owners of Property . . . . . . . . . . . . 4% . . ... .. .. . . . . . . • . . . . . . . . . . . . . County Tax Map No. 1.000 Section . . . . . .. . . . . Block . . . . • . a. . . . . . Lot . . . . . . . . Subdivision . . . . . . . . . . . . . . . . . . . . . . ./f�,Q. . . . . . .Filed Map No. . . . . .. . . . .Lot No. . . . . . . . . . . . . . P Permit No. f? fes;V* . . . . . . . . . . . . . . �Q � e /. Date of Permit ,. !d.�Applicant . .`.� . ... . ° Health Dept. Approval . . . . .. . . . . . . . . . . . . . . . . . .Labor Dept. Approval . . . . . . . . . . . . . . . . . . . . . . . . Underwriters Approval . . . . . . . . . . . . . . . . . . . . . . .Planning Board Approval . . . ./ . . . . . . . . . . . . . • . Request for Temporary Certificate . . . . . . • . . . .. . . . . . . . . .Final Certificate . • • . . . . . . . . . . . . . . . . Fee Submitted . • . . • • • Construction on above described building d permit s it ppliicable codes and regulations. Applicant, . . !� . ... . . . . . . Rev.10-10.78 FORM NO. 6 TOWN OF SOUTHOLD Building Department Town Hall Southold, N.Y. 11971 APPLICATION FOR CERTIFICATE OF OCCUPANCY Instructions A. This application must be filled in typewriter OR ink, and submitted in duplicate to the Building Inspec- tor with the foilowing;for new buildings or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets,and unusual natural or topographic features. - f 2. Final approval of Health Dept. of water supply and sewerage disposal-(8-9 form or equal). 3.Approval of electrical installation from Board of Fire Underwriters. ' 4. Commercial buildings, Industrial buildings, Multiple Residences and similar buildings and installa- tions, a certificate of Code compliance from the Architect or Engineer responsible for the building, 5.Submit Planning Board approval of completed site plan requirements where applicable. B. For existing buildings (prior to April 1957), Non-conforming uses, or buildings and " f p g pre-existing .land uses: 1. Accurate survey of peoperty showing all property lines, streets, buildings and unusual natural or topographic features. 2. Sworn statement of owner or previous owner as to use, occupancy and condition of buildings. 3. Date of any housing code or safety inspection of buildings or premises; or other pertinent informa- tion required to prepare a certificate. C. Fees: 1. Certificate of occupancy $5.00 2. Certificate of occupancy on pre-existing dwelling or land use $5.00; 3. Copy of certificate of occupancy $1.00 s Date . �� X. ::':: J /r. . . . . New Building . . . . . . . . . . . . . Old or Pre-existing Building . . . . . . . . . . . . Vacant Land . . . . . . . . . ... . . Location of Property S. . . °;":�;'• w � . .` P.t .: . , A 1 , , , , Nouse No. Street .Ham/et Owner or Owners of Property :.v.`' ' . . . . . . . , . . . . . . . . . . . . . Go 00, County Tax Map No. 1,000 Section . . . .60 . . . . . . . . Block . . . .° . . . . . Lot. . . ./f? �. . . . Subdivision . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Filed Map No. . . . , . . . ' .Lot No. . . . . . . . . . . . . . Permit No, Date of Permit f/IW Applicant . . . - Health Dept. Approval . . . . . . . . . . . . . . . . . . . . . . . .Labor Dept. Approval Underwriters Approval . . . . . . . . . . . . . . . . . . . . . . . .Planning Board Approval . . . . .. . . . . . . . . . . . . Request for Temporary Certificate. . . . . . . . . . . . . . . . . . . . .Final Certificate . . . . . . . . . . . . . . . . . . . . . . . Fee Submitted $ . . . :�.; u- :— ;, , , , , , , , , , , , , Construction on above described building a d permit meets all licabke codes and regulations. Applican . . . . . . . . .D, . . . . . . . . . . . . . . . . . Rev.10-10-78 FIELD INSPECTION DATE COMMENTS- ,b FOUNDATION (1st) ��s... - -- - - - - --- �. o U FOUNDATION (2nd) cn 2. ROUGH FRAME & ° PLUMBING jeor �- C 7 � m C- INSULATION PER N.Y. STATE ENERGY CODE g y LE. rn �. FINAL o 4�a AL ADDITIONAL COMMENTS: - w C+ F4 0 x — c-F — d {{ cr sL TO, W D C9 Southold, N.Y. 11971 HENRY E RAYNOR, Jr„ Chairman TELEPHONE }Xx%}&flHX j, 765-1938 JAMES WALL BENNETT 0RLOWSKI. Jr. GEORGE RITCHIE LATHAM. Jr William F. Mullen, Jr. February 23, 1981 Mr. Raymond Terry Southold Savings Bank Main Road Southold, New York 11971 f Dear Mr. Terry: The following action was taken by• the Southold ;Town Planning Board at a regular meeting held February 11, 1981 . REE-OLVED that the Southold Town Planning Board has inspected the property of the Southold Savings Bank and finds that it complies with the site plan as approved by this board and approves same ,subject to a one year review. Yours truly, HENRY E. RAYNOR, JR. , CHAIRMAN SOUTHOLD TOWN PLANNING BOARD i By Muriel Tolman, Secretary M Copy to Building Department -• r _ 1 TEL. 765-1802 TOWN OF SOUTHOLD' OFFICE OF BUIL:bIKG INSPECTOR TORN HALL - 0 SOUTHOLD,-N. Y: 11971 December 229 1978, Office of the Town Attorney Town of Southold Robert W. Tasker, Esquire 425 Main Street Greenport, New York 11944 Re: Fences in Business Districts Dear Bob, I have received your letter of December 20th 1978 and have given very much consideration to my decision. First of all I want you to know that I respect -you, your -'background in law, and your position with the town. Itis not through disrespect to,you that I make this decision,, it is only ` that my opinions lies very strong within me for the following reasons : 1 . I can not believe that there are no guide l•ihea for the erection of fences in ,any district other than residential. 2. Itis my opinion that this should go before the Planning Board for site plan •approval under Article.Xlii, Section 100 .132' A., with the idea that they_ set guide lines. 3. It is also my opinion that Section 10035 of the residential district which pertains to fences, indicates that, it is 'a permitted use by the wording "may be erected". However, this does not come under 100-30 C '(accessory) . The question I ask my self is, 'why doesn't the uses-in other districts contain a section worded in this manner. George Fisher shall ,be, returning next Wednesday, I will refer this matter to him, as I ,can not justify revocation of the dis- approval- issued. Respectfully yours, EDWARD HINDERMANN Building Inspector- _ , - I OFFIC RNEY I TO LD ROBERT W. TASKER �1 i TELEPHONE TOWN ATTORNEY 477-I400 425 MAIN 5T. GREENPORT, L. I., N.Y. 11944 December 20, 1978 i Mr. •Edward Hinderman Southold Town Hall Southold, New York 11971 i Re: Fences in Business Districts Dear Ed: You called me this morning and advised me that in your opinion-a fence is not permitted in a Business District. You base this on Section.100-23E of the Zoning Code which states that "any u"se not permitted in this chapter shall be deemed to be prohibited". You then rationalize that since you can find no provision in the articles specifying the use in Business Districts that therefore a fence is not,permitted. I call your attention to Section 100-60C(1) and Section 100-70C(1), These two provisions permit "accessory uses on the same lot with and customarily incidental to any permitted use and not involving a separate business". 'By virtue of these provisions, it is- my opinion that accessory uses are permitted uses in the Business;District. It is also my opinion that a fence is an accessory use, i. e. it is a use customarily incidental to a principal use. As a Building Inspector, you of course do not have to abide by zny opinions. If you choose to persist,in your position then as I suggested to you, you can let stand your notice of disapprodal and your decision'can then be appealed tolthe Board of Appeals. On the other hand, if you wish to be guided by my advice, I would suggest that you re- voke your notice of disapproval in which event no appeal would be necessary. F - I Yours very truly, ROBERT W. TASKER I f I h RWT:MY f ' i I l ' I I " I n / r , i § 100-13 ZONING § 100.20 which not more than twenty-five percent(25%)is roofed for shelter purposes only, the minimum dimension of which is forty (40)feet, and which is available and accessible to all occupants of the building or buildings on the said lot for pur oses of active ,or passive outdoor recreation. USE, CCESSORY -- A use customarily incidental and dinate to a main use on a lot, whether such "ac- cessory use" is conducted in a primo or accesso t r—lu Cd� bum '- YARD,FRONT — An unoccupied ground area open to the sky between the street line, or between the street line established by the Official Map of the town or an approved, subdivision plat,' and a line drawn parallel thereto. YARD,REAR - An unoccupied ground area fully open to the sky between the rear lot line and a line drawn parallel thereto. YARD, SIDE — An unoccupied,ground area fully open to the sky between any property line other than a street or rear lot line and'a line drawn parallel thereto between the front and rear yards. ARTICLE II 1 Districts ` § 100-20. District' designations. For the purpose of this chapter, the Town of Southold,"outside I of the incorporated villages, is hereby divided into districts ; designated as follows: A. A Residential and Agricultural Districts. B. M Light Multiple-Residence Districts. C. M-1 General Multiple-Residence Districts. D. B Light Business Districts. 4 Editor's Note, For provisions regarding approval of subdivision plats, see Ch, A106, subdivision of Land. 10015 l i I C I RFF�Z-5 C0Ae& -611L/W 1 7/�r'd� �• Sc� oaf �v /r� c § 100-60 ZONING § 100-60 (2) Business, professional and governmental offices. f (3) Banks and financial institutions. (4) Retail stores. (5) Restaurants. , (6) Bakeshops (for on-premises sale at retail) E (7) Laundromats and similar establishments, (8) Personal service stores and shops. I (9) Marinas for the docking, mooring and accommodation of noncommercial boats, including the sale of fuel and oil primarily for the use of boats accommodated in such marina," B. Uses permitted by special exception by the Board of Appeals. The following uses are permitted 'as a special exception by the Board - of Appeals, as hereinafter ` provided, subject to site plan approval by the Planning ' Board in accordance with Article XIII hereof: I (1) [Amended 10-26-76 by L.L. No. 5.19761 Any special exception use set forth in, and as regulated by, the following provisions of this chapter: ,Yid foo (a) Subsection B(2) to (13), inclusive; of § .100.30. ' y (b) Subsection B(2), (4) and (5) of § 100.50. - I , C. Accessoryses. Amended 5.30-75 by L.L. No. 3-1975; 10- j 26.76 by LN . 5-1976] 4 i (1) Accessory uses on the same lot with and customarily incidental to any permitted use and not involving a separate business. (2) Signs, subject to the following requirements: (a) Detached or ground signs. One,(1) sign, single-or double-faced, not more than'six (6) feet six (6) inches in height and twelve (12) feet six (6) inches in width, the lower edge of which shall be not less "Editor's Note: See [LINO Ch. 92, Boats, Docks and Wharves. r � iL 1 § 100.70 ZONING § 100-80 1 operate only when a dispensing nozzle is removed 1 from its bracket on the pump and the-switch for this pump• is manually operated. 1 (e) The self-service pump island shall be protected by 1 an automatic fire protection system in the form of an approved system of dry power release which 1 will act as an automatic fire extinguisher. 1 (f) No customer shall be permitted to dispense 1 gasoline unless he shall possess a •valid motor vehicle operator's, license 1 (g) There shall be no latch-open device on any self- service dispensing nozzle. 1 (6) Cabinet shops, carpenter shops, electrical °shops, 1d plumbing shops, ,furniture repair ''shops and bicycle and motorcycle shops. (Added 5-30-75 by L.L. No. 3- 1 — ----__ 1,975] C. Accesso des. (Amended 10-26-76 by L.L. No. 5-19761 1 (1) Accessory uses on the same lot with and customarily 1 incidental to any permitted use and not involving a separate business. 1 1 § 100-71. Bulk, area and parking requirements. No building or premises shall be used and no building or part thereof shall be erected or altered in the B-1 General Business 1 District unless the same conforms with the "Bulk and Parking 1 Schedule incorporated into this chapter by reference, 'with the same force and effect as if such regulations were set forth herein in 1 full. 1 ' ARTICLE VIII C Light Industrial District f • § 100-80. Use regulations, In a C District, no building or premises shall be used, and no 1 building or part of a building shall be erected or altered which is P ' 10038.1 ' 7.26-78 r I E i TEL. 765-1802 TOWN OF SOUTHOLD OFFICE OF BUILDING INSPECTOR TOWN HALL k SOUTHOLD, N. Y. 11971 December 21 , 1978 Southold Savings Bank Main Road Southold, N.Y. Attn: Mr. J. Rose Re: Application for Building Permit f E/S Youngs ,Ave - Southold Dear Mr: Rose, ' This is to advise that we are .with drawing our "Notice of Disapproval" dated December 6, 1978. It has been pointed out that the section of Zoning Ordinance, Chapter 100, Article III, � Section 100 - 35 a, does not apply in the district your ,prop erty is located. It would appear, after rechecking the law, that a fence in a B-1 Zoned district is not permitted. Accordingly we have issued a corrected Notice of Disapproval" dated December 20, 1978. i i Yours truly, r EDWARD HINDERMANN Building Inspector i I f i l - _1:. 1^.��1o.r�s�l'u:{'"'illea YS L.*Ls.__ -�.._..;-��.(a` .. 1.. Z:..iv.i.v� {:.�'�45.•- G L.aJ._.,e_ _v I _ I FORM NO. 3 1 I TOWN OF SOUTHOLD I BUILDING DEPARTMENT I TOWN CLERIC'S OFFICE- I SOfUTHOLD, N. Y. I 1 1 NOTICE OF DISAPPROVAL I1 - !'��f;U�:�L�.. ..,.'., Fife No. ................................................................ Date ..�. 19.7p 1 To ..;✓�.�..v........... ..... 1 ...../ r- .ld ..../•L.c.'. N.V..................................... :....................... PLEASE TAKE NOTICE that your application dated --r...� 'J .C •••' ••••••••, ]9• �' • For permit to construct 7`ZA,.C�•••••.-••••••• 1 ......at the premises located at IZF/ .•.•.......••.• 1 Map�Jyrrrr u. .. G ,...... Block .................... ... Lot ...............a..I......................... is 1 14 �iyC /-3 ..a T returned herewith and disapproved on the follow:ng grounds .......... ....... ...............I......................... I .= ......! . :.-.. ., ......... .-..... . ? '% ��......... �..,� .-.�o 1 ................. ... ...................... .................................................... .............. ...................... 1 1 Building nspector 1 • f 1 P I TO D SL f Southold, N.Y. 11971 TELEPHONE HENRY E RAYNOR, Jr..Chairman FREDERICK E GORDON i 765-1938 JAMES WALL I BENNETT ORLOWSKI, Jr. I GEORGE RITCHIE LATHAM. Jr. October 22, 1980 Mr. Raymond Terry Southold Savings Bank Main Road Southold, New York 11971 , Dear Mr. . Terry: The following action was taken by the Southold Town Planning Board at a regular meeting held October 16, 1980. RESOLWED to approve the revised site plan of the Southold Savings Bank to include; the following changes: 1. Elimination of eight parking spaces. F I , 2. Increase from two to three lanes of traffic at -the drive-up facility. 3. Retention of the auxiliary parking field located on the easterly side of Youngs Avenue containing X36 parking spaces. G Yours truly, i HENRY E. RAYNOR, JR. '� CHAIRMAN SOUTHOLD TOWN PLANNIIIG BOARD By Muriel Tolman, Secretary Copy to Building Department i I -- 1 ' I ► i 30. 7:`/ _ �u '^'c� &' 313a (4 � ��dr� �� �t�t7l l �rK�v &{ n 49 - 5: en:en 1 M — s ` D v CW Ij Ext_S7 �t2td WA' � t[rr�a r i s �_'�._ . _' - 7' SL r.F. -...d e •.y.� .— - ma�yy--+�.,�},- ' E r' d —J,_y-_...�..., d .... Z.•.-x;..14.., �.t.�. _.1. bC..:sa♦1.J„ lam'8,i:.�'.5.. -�. Ts�'��..�r�i7�u.i�'o.S �.t.getrc` .v rJ 1�.�• l FORM NO.1 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD,N.Y. 11971 TEL.. 765.1802 / r/ Examined ....... �.(.., 19 Application No...(........ ...... Approved ... . ......... l. .,19R Permit No. . Disapproveda/c ........ .... . ... ........... j • I , (Building Inspector) I APPLICATION FOR BUILDING PERMIT I Date September 30 19 80 INSTRUCTIONS f a. This application must be completely filled in by typewriter or in ink and submitted lin triplicate to the Building Inspector,with 3 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of-lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and giving a detailed description'of layout of property must be drawn on the diagram which is part of this appli- cation. c. The work covered by this application may not be commenced before issuance of Building,Permit. d.Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant.Such permit shall be kept on the premises available for inspection throughout the work. E e.No building shall be occupied or used in whole or in part for any purpose whatever untilf a Certificate of Occupancy shall have been granted by the Building Inspector. • f APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions or alterations, or for removal or demolition,as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code, housing code, and regulations,and to admit authorized inspectors on premises and in buildings for necessary inspections. t „ Southold,Sagilmgs,Banl�,, , ,,, ,,, ,• ••,,. (Signature of applicant,or name,if a corporation) l f applicant) (Mailing address o State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder. Owner ... .. . . .. ... ... .. . ........... .. .. ... .. .. . . .... ... ... . ... .... .. .. ... . . .. j Name of owner of premises ... .... Southold Savings Bank l (as on the tax roll or latest deed) If applicant is a corporate ,J,3igna'tuum of duly auth Azed officer. Lillf .... (Wine and title of corporate ffi r Rar d W. Terry, Jr., �r s dent Builds License No. .. ...... ....... .. .... .... i Plumber's License No. .... .. ..... . .. .. .... .... Electrician's License No. ..... ..... ...... .... .. Other Trade's License No. ...... .. . .... ... ..... 1. Location of and on which proposed work will be done. .... ... ... ......... ..... ...! .... .... .. . . .. .. . .... SZ375'5 Main Road Southold) House Number Street Hamlet 060 02 I County Tax Map No. 1000 Section .A6q. ..... .. Block .. P?......... . .. . L'of.4; . 4�. ..f. .`. . Subdivision...... ...... ..... .... . .. .. .... ....... Filed Map No. Lot .. .... . ..... . .. (Name) l 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ... . .. Bank........ ............. ............ .... .. .I. .. ........ . . . , ..... I Drive—up Facility b.Intended use and occupancy ..... .. i I - 3. Nature of work(check which applicable):New Building ...X...... Addition ...... .... Alteration ......... . Repair .............. Removal .......... .... Demolition ...... ........ Other Work.. ... .......... (Description) 4. Estimated Cost ....$88,750.•.... ..... .............. .. Fee . ..q15.•.. ..... ............. ... ........ (to be paid on filing this application) 5. If dwelling,number of dwelling units ....... .I....... Number of dwelling units on each floor.. .............. Ifgarage,number of cars ..... .. ... ......... ............. .................. 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use .134ZI ,ng...... ..... 7. Dimensions of existing structure,if any:Front...... .... ......Rear. ...... . .... Depth . .........,.... Height ...............Number of Stories . .. ............ .. ........... ...... ........ Dimensions of same structure with alterations or additions:Front . ..... ...... ... .. Rear ...... ... . ........ Depth .... .......... ..... .i..Height ...... .. ...... . .... ...Number of Stories ...... .. . ..... 8. Dimensions of entire new construction: Front ...i�.2."........ Rear ..11'.?......... Depth .,. 6 4."... ..... HeightNumber of Stories . . .. ............pt...................... .. 9. Size of lot; Front ... ..219 Rear ...224,:��.....".. ..... Depth . 32D.... .. ........ 10. Date of Purchase ,.,,NoyAmber,,3,0,a ,1P,6,k.: Name of Former Owner .. .. h,PriAgq,,,,,,,,,,• 11. Zone or use district in which prepises are situated...B'1.. ... ..... ...... .. . ........ .... ....... .. ... 12. Does proposed construction violate any zoning law,ordinance or regulation: No ,,,,,,, ,,,, ,,, 13. Will lot be regraded .. -Yes..I. Will ax gk re ed from premises: Yes X No l4. Name of Owner of premises Southold.SAY.%4k,.,Address �11 igg V7,-'Phone No. .,7,6,5-28.RQ.... Name of Architect W,zedersum A13AggiAteq,, ,Address .. .. . f phone No. .791-5100 ,,, Name of Contractor Glenn,F. TtiIA�.,1tmPLPA,,,,Address Box 932 Phone X19 h ne No. ,734-7484 PLOT DIAGRAM Locate glearly and distinctly all'buildings, whether existing or proposed, and.indicate all set-back dimensions from property lines.Give street and block number or description according to deed,and show street names and indicate whether interior or corner lot. STATE OF NEW YORK S.S COUNTY OF Suf foik,, ,, ,,, ltaY10..o d. I .. .. ... .. .... [a•. .T�xxy.. .Jx.•.. being duly sworn,deposes and says that he is the applicant (Name of individual signing contract) above named. He is the .. .. Corpor,M?,ofAGAx.. ... . ..... .... ..... ... .. .. ... ... ....... ..... .... ..... (Contractor,agent,corporate officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to bgfore me this ...........Uph.. .day of.SeP.tAop............ 19 A Q Notary Public, ............ County �r ANTHONv ABA E , 149tary Public,State of New Yost. No 52.0000850 (Signatur applicant) Qualified in Suffolk County P3 rnmiss ion Expire$March 30,1 192. �...A:.lL.:, 6 a.`�*,,,.. I ;� -- -` -;•� - _. - - 'a'v. now Of formerly PBM Corp n TRAVELER STREET 5Pl//r9r//voce N 67°/3/0"E 48918' x(N9v[aH/1N9 rrxPaY as ice I 3Z// ,3^3 !!° •o i9135 � rc.+pp J4 i6 33 Mz'—/9zb In O roar rvNN 9c-!�r N E 5 ^< 0 3 au .\ N(N9Xarsn�IR9 a i BITUMWCUS` .PAVED-- 'PARA/NG A/JEA la q�, � mC b1l n' 4d rat ti 3 � �lis. !•♦ — _ ' 488 2/ S6P°/3'/0"W now or formerly now or formerly , F P Rlch Carl E/seman r I L_—_J 'ry Y roNC roV£R `i C//AIIF B 6aM( a Pea aarrxo alizlrro on<awr MUTE 0.rA/N N/x9 - MOYU4ENf 34 J•EX/ST/NO ELEYAr7OV Sl TE PLAN i :: O:PRBPBSEB ELEVATION ----J4--:EA7SBNGCUNTUY/R oNiw N/xa PREPARED FOR —3d—:PflOPOSEO GL<NTLVR —�m r•%-row e,cc-of CURB � SOUTHOLD SAV/NGS BANK =CATLN BASIN vx(cds6 ort O= LEACHING POOL T� ^ ere '¢Nfxr&ccN AT SOUrNOLD LEACHING PUUL 'n• NO SCALE #I-�1 rOWN OF SOUMOLO _ SIND a carr SUFF CO, Al Y BATE MAY 9,/978 z o' SCALE 7B-1890, ' CA rGN BASIN NOSCALE ypu o I , - ,�(.Lc.L�tmumn ��.u�s-.�e�lac.et�-.�— "x ►L' � 1 , I - �Y�`11'_'�n„a hPQf —"fnto - --- i I i I N RO F rR- Tp P of: `)LEL-ff G'�b'I l s kf __ ... _.- -- ---- -.- -- _- --•_------ - : --'-- ---.. .. _.._— ... Lr.._ .-.. ____—_.,- .-- -„ V'-- - ,. rte.`..-.�._.^..I'.._L.�..-h ALL__nlw-mi-num ��uds s 1o,c.ed_bs{ _ Z•�x l4 s u '1• so I �"K to 1t.'on� E"Y4_—a uS .r �1d— T T I , ' � �Qu014..7.ll iD•_„•_�ri. 1-_ -..�. _- _ _..y�..�. �i•11/r Tn Z<0 z 1-0 f ! 2x10 !G_'4S. zuio /boa Z"Ylo",/L o,c', t x 14 _— _s1A P61 e. lx.i P Scwa /.y 'R o of �f3 A}-t t►`'�..p-�.,��I _ r . .� I 1 - _— ' � 1 �fenrl�l-(e,��rnanny c54r, �u.t�tiry FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34766 Z Date JUNE 10, 2009 Permission ishereby granted to: CAPITAL ONE 54265 RT 25 SOUTHOLD,NY 11971 for ALTERATIONS TO ,AN EXISTING COMMERCIAL BUILDING AS APPLIED FOR J at premises located at 54265 MAIN RD SOUTHOLD County Tax Map No. 473889 Section 061 Block 0002 Lot No. 012 . 002 pursuant to application dated MAY 26, 2009 and approved by the Building Inspector to expire on DECEMBER 10, 2010 . Fee $ 250 . 00 xt&�- Authorized Signature COPY Rev. 5/8/02 �r FOL � Town of Southold Annex 8/31/2011 a 54375 Main Road Southold,New York 11971 NN, I CERTIFICATE OF OCCUPANCY No: 35182 Date: 8/31/2011 I THIS CERTIFIES that the building COMMERCIAL ALTERATION Location of Property: 54265 MAIN RD SOUTHOLD, SCTM#: 473889 Sec/Block/Lot: 61.-2-12.2 I Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated I _ I 7/16/2010 pursuant to which Building Permit No. 35766 dated 8/11/2010 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: I interior alterations to an existing bank(Capital One)as applied for. 1 1 � 1 1 I The certificate is issued to N F Bank&Trust Co 1 _`(OWNER) ._ I 1 1 of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 9168 2/7/11 PLUMBERS CERTIFICATION DATED A t rit7Akoigna,p6re FORM NO. 3 TOWN OF' SOUTHOLD -BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35766 Z Date AUGUST 11, 2010 Permission is hereby granted to: CAPITAL ONE 275 BROADHOLLOW RD. MELVILLE,NY 11747 for . INTERIOR ALTERATION TO AN'EXISTING BANK 'BUILDING AS APPLIED FOR at premises located at 54265 MAIN RD SOUTHOLD County Tax Map No. 473889 Section 061 Block 0002 Lot No. 012 . 002 pursuant to application dated JULY 16, 2010 and approved by the Building Inspector to expire on FEBRUARY 11, 2012 . Fee $ 250.00 Authoriz d Signature ORIGINAL Rev. 5/8/02' Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOIL',i IIALL 765-1802 L,_ APPLICATION FOR CERTIFICATE OF OCCI.IPAThis-application must be tilled iu by typewriter or ink and submitted to the Building Dee following:A. l�or new building or new use:l. Final survey of property with accurate Location of all buildings, property lines, lal natural ortopographic features. - 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). Q 3. Approval of electrical installation from Board of Fire Underwriters _ 4. Sworn statement from plumber certifying that the solder used in. contairMAR f)d/o'�ead, 5 Commercial building,industrial building,multiple residences and similar buil i2""4 -eertirkate' t a of Code Compliance from architect or engineer responsible for the building. 6. SLIbintt Planning Board Approval of completed site plan requirements, 3 2n13. I�orexisting buildings(priorto April 9, 1957) non-conforming uses,or buildit gxistin "land u,es: 4 1. Accurate survey of property showing all property Imes,streets,building and u usual natural81 som-aphic features. TOWN OFSOUTHOLD i ar 2 A properly completed application and consent to inspect signed by the applicant. if a Certificate of Occupancy is Q denied, the Building inspector shall stale the reasons therefor in writing to the applicant. Q C. Fees I. Ceinficale of Occupancy -New dwelling$50.00.Additions to dwelling$50.00.Alterations to dwelling$50.00, Q Swinuning pool 550.00, Accessory building$50.00. Additions to accessory building$50.00, 13usinesses$50.00. Q 2. Certiticate of Occupancy on Pre-existing Building- S100.00 a 3 Copy of Certificate of Occupancy-$?5 4. Updated Certificate of Occupancy- x;50.00 5. "Temporary Certificate of Occupancy-Residential $15.00, Commercial S15.00 Q Dale New Construction: Old or Pre-existing Building- (clieck one) a 1 ocation of Property: :3 0:W.4, /�_AQ ��iyp`®_ * � House No. Street Hai ct—`~ Owner or Owners of Property: Suffolk County Tax Map No 1000,Section l Block 2 Lot ` 2. 2 a Subdivision.. _— _Filed Map. Lot:__ Q Permit No. j (� Date ofPerinit. Applicant: Health Dept. Approval. Underwriters Approval, Q a Planning Board Approval: Request fire 'I emporary Ceilificate Final Certificate: (check on- Q i I VC SubnutIC(l S— �O. G70 a _ a nt Si-nature a a, a Nassau Suffolk Electrical Inspections,Inc. P.O.Boz 549,Aquebogne,New York♦ 11931 Tel:631-591-3097 Fax:631-591-3098 Application: 9168 Date: 2/7/11 Issued to: Capital One Bank Address: 54375 Main Rd Introduced By: EECO Electric Village: Southold License##: 2781-E Residential Commercial The following was examined and approved up to the above date and found to be in compliance with the NEC: Switches _ eoeiit - tics_.` - �rl�l. 70 S _c 6 10,5 Floor Boxes 66 FansPVasNer�AmtYsDryalfllpps' Furnace Off' - HeiaZ�hesi+tct�iool gxitSigps -- --7 Limited Insp. l=it _res = Plisss;' ltfvtous,- 217111 4-Occupancy Sensor Switches JZa404At �7u�aUC. �P¢c�aicaA. J„4�L¢G�i«►.. J,tc., �: This certificate must not be altered in any manner I UG(U4(ZU11 10.YU 0J1-0-40^U7CJ7 lilt) t'Hht UztUJ FED-418-2008 02;0OPM PR0W j T-Of1 P 004/011 F-131 � BENTLEY PRINCE STREET � Testing Ubbratory I Test Report I Accredited by the National Voluntsry,4ecredieuion Prosrem(NVLAF)for the specific scope of aaeredrratton under NYLAP t,ab Croda*10028&In cwnplbnce w1rh 15O t 7025. P.O.Ow 527 Phone b�rr333-4585 Fix 62&-333-412,5 j I La PWenee, CA 91747-0527 24 1 iw Dan Julian Rd. CRY Of Industry,CA 91746 Test Method P:rfarmad by; 751 Tasdgg SWWCU,Inc, 4 817 Shownleer Ave, Uton,GA 3477.2 NV!AP# Ion1084 � 4 This r"m camains dais which was produced by a Subcentraeted Laboratory accredited for ft test medlod pWfQj W Text Number.040514704 This report represents specific aPOW denoioy of smoke tw results subm.=d by&axles pri 4 Street Test merhadol ASTM E 662."SP"Me Optical Density Of Setake Generated by Soil&-Materials,"also referencedlas NrPA 258_pe{ Q n1 Testing Sen eft lw-report numbar 2713813_ 4 I IMOUI;NS- N� 9 i Qcrality; Intorrlew a SM*f■D,: 1104-12 Consrmtbon: Yana Dyed Lwp � Q 8aeldrtg. Wover+Potypropyieree a nedkiens;g ' Slttrelati ere mKried for 24 hours at F40'w 5T.Samples are then condivartilid m sans wt weight az 73':t 5'F and 54.,,0. Q � relative humidlsy. TOO.RWIJU esu I " a Ds Q 4 Min- Dra Covr. AVrpq 243 739 Now York City local Lars#16 Rtsults. a C:arpes and carpet assemblies reprefentstive of the aca21 inetallatlon Of Boars of corridors or genoral Aft,Shall be tested for sma(w developed rating In accardsnce wM the regwiremardA of rafarerKe staridard ILS 5-20.The smQke developed rasinp in Q either the 0 rrJng or nowflamtng made shall nos exceed 300 Within&e first 4 minwta of the test- i Test IEs Non-Ei3{(ming,Fosur,� v0 Ds @ 4 Min. Dnp Corr. b8 7127 a ' eerAr Ram rh4wp4A%dre%d=thy ase■jdMIreOaw e,.re er.�w■i[Aa6VcU O.hbgxs OXMOACOWnoffhenrpreradwWWOup�rocrer'- ■r nrwP arm•vim,Di0■�nws r=rake.. py Lwroe,rno�}p QaAf � arrn.n:n.p yea.4,a.vw,wc sue�■Ms oryroee�•e■d0�driad and ha twat+.frena remlb v■■r•ncian�lno aTMa ar+e0•nciea� jy' pe,ejtyqMMO 4M.'ni■•.pan•io.�.Hr m ro a� r00119oLrintYit!BAOON:gnmenmamedrdnyd4liMtGlOasAeav Q arw�aa� m+stagy■.n.emYowrasreaw+d+.rNeTa11tar aft*fhim AW Volilbam,iw 01/b4/2011 16:40 631-348-0909 CIS PAGE 03/03 fE6=13-2006 02:i OPYI 'Ftp T�8t1' P.005/01 t f-191 0931al rLe t rKrin�:t s r�E-r Testlftg Labomitory Test Pteport, Accredkmd 67 zh®Nistioepl Yolurm uY Aecra&Mdon ProgrAm(NVI.Ap)for the Specific 1444 of iccradk4tion under NVLAP lab Code# 100280.In Wmplhnm with IS() 17025. P.o. Box 327 Phone 426-32dr49Ab Fax 626-333-1125 La PuenfA CA 41747-0$27 14641 E Ikon Julian Rd. Tett Method Performed by; G:y of Industry.CA 9174 TSI TGsang Services,ifle. 817 Showaher AY, 01Iton.CSA 30T1,2 ' NVLAP# 100108.0 This report contains daft which was praduotd by a subcorttmcted Tabora%"accredited for the u•st method performed. Tort Number.94011470•H S:oop®: 1 Th"report:reP triOW raditnc&&rest results suhmhtec by Bentler Prince Streft fest mwthodologr. ASTM 6 6",Crit W Radiant FkAX wires rl AQdk6t Hsu Eneriy Source 253.Refer ,41-50 rttarenced as Fademl Test."'lethod'371 and NFPq Reference T51 Testing SerNeea,Inr=.report numb®r 171I8. Ft Qbt31NlG AAd��' PAN _ A=& D�� QuAl*' interview = Sample I.p.: I!04.12 CanA"%Kt vn: Yarn Dyed Loop &&nge Woven Nypropylane 12dA%semb vndaab1t,VnT, .DIMA Who Down 'T'!st Rese,its Avaroge,Critical Radiant I?luss 0.66 Clafe I Rating New York City Local Law#16 Rrzstwlts: Test is conducted in atxordoce with ASTM 8 649,Now York Gey building code reference stndard R5 5.20, New Yarir C,ty mai Law 16,unposed by New York Gty and the New TorklNew Jersey Port eurharrcr require,,.,The time framr LW be at lost a 15 minute expauw% . Ave►ap Critical RadiMt Flux After I$ MInut*% 0-01 Class I Racing 'Hinr Laboravvy PfirnYer Ybun�It V U.Stlro rortre 1ne�rir..m�f>tw_rw aa�at aQr—ft Aft Eft 10 inoa ar��etwar weor r xn►+.ea uca N vror.,ur.mern Troy AIPPMA a Jai}/•I +r+it� �rurN0)am.INE Win vo i7.Nd�F igarm c��h pK4M�ae tqr TNAoOa i�0 9rap�pn mE,r401- h 94 h�rlp�r9rOncellMl1IAwlatl�porqMdRlV9Alinrowrygrvti++l0ro,mdwp,sa+eca'in�M, lOrb w; W-0 U064 W WV,,C ,Y wty �� -- -- -' ► 0.6x1 P.i � JLL. 7.ZWS 8e45PM I D1 � � p � 1 �1 �Q le I 3W WESr FRONT$114 r 'We Tot Per Yow F*uw. .,,,.� BURLINGTON, NORTH CAROUNA 27215 I �? fZ7.7710 I Michaels 4 . els Textil®s 225 Hinton Street 4 p®t•-VSbdrq,-,vA 2380.3 r 4 10tra:eace: LaberRtasy West ftOFt 4 tab Tdencitiaati= No. 27i1 d) 4 one (i) Baric asaoaple, ideneified as MANITOBA • WAR received and tgeted LAAmonteance wim 4 '-b* Mat"Mal Fare PX'0vwat4Q= Associatr�W, 701. "g1411Ee RCgj*tM% Ration, (Tout 1, 3�rtll fcale) 2. 'fie results are as ,Rel%c": $lab and 17,1=, 1966 d +8i ma Ae®i.d`tal p2ame - . , ' Height toes a 3 2 0.0 32.30Ole a 3 0.0 25.70 Q 4 0.0 33.79 Q s 0.0 . 35.62 6 0.0 3s,Go Q 7 0.0 .. 39.93 Q e 0.0 34.94 0.0 ;9.66 Q is 29.39 AVG. 0.0 ThP, labrial sample avt+ Cted Mete the ezitsitmm xe av+erege percent Weight 19,06 mot oweed e0R ata of -she aben 0tandard. The Q est exce0d min value plus rhe et R� the might loam of iii dual ,�eaimeeo , Q wAgeed 3.o ecco�. Z'd devria0Amp. The adage reeidlJal flame cannot I rf tAc� aLve Q y que'"Ons 0r when ve can be OB further auuAeta$ce, please i s etely. ®e tis Q �. ,ate , -41Ua' , a� '� �iwo wsw.a •wr ree V"a Yfs®r I" � 9,1 M Mne�rY�r seserR weww oww4wr. mJ r.,e,l.9l.tr esp�Mor,M i�irj � j�Wftj�M�Lr fNbr ftT Mfi&Amp"�'�4"T so MM71Mli}PBr TO oft4Nr OR IM Yes jW wa�fc. �OM ��+�al�IW �1M � ►�.rA��1!Yl�,i°ay�ras�Wi�TMa®�s.fM. TM 1 � , � mU. AL 9,r a� 1011 11:41rm Kiverhead building Supply 1Vo. gIDD r, I MATERIAL RAFETY DATA SHEET `1?a00 DATE OF PREPARATION Otto Jon 20,2011 CTiQN"6. PRQq�G ! :!® PRODUCT NUMBER 613100 PRODUCT NAME DURA BEA12 Polyurethane,Gloss MANUFACTURER'S NAME MINWAX Company 10 Mountalmdew Rood Upper Saddle River,NJ 07458 T 364-1360 Rppta"Into►meMae (210) 2002 wwwzehdm.wm 424-M ► as , ,, I u �; .6'I�:L7•,¢•i,+,'•-'i' .B�,T j 'nif.r��'•'i.f1�`q`I 5!•'•!t I. r• N ,:Ii�:P' •�� a//x'H't�••i''Plr��p. Q!!i n T;I f i' 11i'tltr •60 I . 1iw tI6 64142'N 7 MOnw\I OR�fib ACOIH TLV 100 PPM 2 nm OSHA PEL 100 PPM 1 "#"+�'' a t. � r'it"E%i'iilr_ti• .K,pi: ira• ::. :�•;:,`i 't ::;. itd�::P.Ls'i' — ROUTED OF EXPONURE INHALATION or vapor or @prey mist NsalRr EYE or SKIN contact with On probed,vapw w apray mi@L 2 EFFECT@ OF OVEIINXFONURE 0 EYES: Irruftn. WA., Prolonged or mpww axpam mey rauw hftWm- INHALATION: Nrfla6on arft upper mpirallwy aystam. Mey cam Pmloipad ovar�owm 1W hmwdmx yq!ad mda In Sedan 2 may am advaras"cab 11110h tD ft i"fig argar!o or ayu0ama: a tobw •tire urinary syslam Si7 W AND SYMPTOMS OF OVWkEXPOiURE Handal t,dW&vm r,nano,and ion of aoor"ion an Indfogftm of mmaaalve wgKnure to vapors or spray mgsb. Radnw arab il�fng or burning ssrtt!fation nay Itdlaao@�or a>maealve akin axpawe. YEDICAt CONDITIOW AGGRAVATED NY EXIMMURE CANCER-INFO For oompliA dleCtrmW of toadoology mrm rater to SoOm 11. T - 4- -1.Y= � s�', ":'.�-�i�P� < �. f s•. �...�?";%,`s•16h4:r,"ry!!,�'Y`; �'k • '..'b,,. •s'r::. :!5i-!�,;:�' •:� :F. r a':. �' .ri-:�s !:Js,�•G•;-k:':�7• Y.a., EYES: Fkah eyes with INV arneuda of water for 15 mlraan.Gat ottwtw, •KIN: Wash ofteled ens thoroughly with soap and water. Rampvra owd n k salad cWhI q and WffWw l:wtm wm. INHALATION: K elNcted,mrnava fiwn wpoaun.Raatoro breatlft Kaap warm and quiet. t2l WITION: Do M htduoe+re ft,CAN nodical RIPON lmrrrodlatay. page 1 of 4 teD. IV. LUII 11:41rm mverneaa Dviaing nppiy 11o. 4LU) r. c Biwa FLASH PONT LEL UEL FLAIIIYIAi$ILtTY aLAtltiflFfC11T1ON 103'F Ph= 1.0 8.0 Cafmuhtdble,Pkmh above 29 and bsbw 200'F EILTINGUISH(NA MEDIA Carbon Dbft,Dry Chamloal,Fain UNUSUAL FIRS AND WEPLO8 M al/lZARDS Chad conlabners say wobda when to and en heat. Ayploalion to het arafaosa mWksa special precarticne. Du ft armwoy earrdItam oveexpowxe b deoanpoftit producll may Caines a health tlmrd,taympk me"W rat be Im odietely appam t Otbin medical @W, n. iIPEC1AL FIRE FIGHTIiIG PROCEDURES Full praieeUra jj*#mad kneUdW aNf mntanmd bmmfYre appwatim should ba Osed. Wafer,spray may be inefbdive,if weer is and ffiy nozzle alt pmfora*,Water may be and to cool closed sordwrfenl to prwmt Qlvaaun buir}up end posoft autotprdton or ahQhWW rotten ixpo#W b edrama heat. ' i SITEPt TO N TAKEN iN CAM MATERIAL IS RELEASED OR SPILLED I Ramous al sources of Ignition.Ventilate the area. Romm with Inert aboorbard. I tF .r''ti. i_ ;i• 1 gip:••:.• •'r••: '�'!�'�' 4��!lf' 7. 1"{rl'L'"�iy ��u:n.",:•n�q!,i:,.r i'"Lir•F+j:�'1. "t s5�;r., _ ,•;�{.j}!r:_.: 13TORAU OATiEOMY f DOL Sww Mae(I 4 PRECAUTiONS TO IIM TAX90 IN HANDLM AND STORAGE Conl rb an COk1I EiL.FL: Keepww-M-om heti and spar+fLms, Consult NFPA Cade.Um eppOved t and GmundN pmm-,,aar' 4 Leap conitokw closed wton not In m.Tmmbr oeiy to spwvnd carbinom with umplsb and appoprlab IsWing.Do ncl We khternely. 4 Keep out of the rash of OMftn. To minpnlim the poWNRy of apCedmmm oentudfon:control the aMM14011 of mraf W!soak vApkhg nye and+Neale Imms isbly ager use In a wabr-Sied,closed metal container,ak dry More outride,for front any OCrnWWA nhstOrlaf Ord apsratad by brkb Or Other 4 rhaacontmbble apacaral cbpm d9 alt cvnwdn W malariae rind walla pmpaty.Consu t 08F A 20 CPR 1010.107(b)(5)and NEPA 33, Chsplsr a M)for to proper proosduras. 4 .��� .p Cot n,t;,•,p�R"''i:':i.f:,?u.::•�L'61.I::•.rb. �:.�:•r•.i•I� Q ��f7"1'::,lL'IF L'.ni;J:;q� :+�`.3 :Li'1'•,.::• a ut PRECAUTIONS TO IS TAKEN IN USE. Q UN crit'with adaquaty venualon. AvW con ail Orth Ndn and eyes.Avold baatWng vapor and spay rnI A Q Wash hands eller using. This coating may aontsln mOterwis domoded as nulum psrd4utatn(blod'as Dove In SoWm 2)which Wray be pressed at haaardous eves Q m*dutng sanding or abrading of the died f m.If no Waft dusts ars fisisd In t odit Z the appllabls An k fpr mrlaarce dhleis are ACGIH TLV 10 mglm3(bW dud►,a mg1m3(respirable heft),OSHA PEL IBM"01m dust),6 ftgW(wpm h's*MGM). 4 VE0TILA7110M Local mheust pmbmbW General exhaust accsplebb d the sotpoe"to materials In SNAN 2 is mainlakrad bbw appleabia sxpaeua lints• Q IR+Her es QQFIA>fitartder�e 1070,Pi,191o.107,1810.70®• 14ESPOATORY PRI)TECTION N personal exposure carrot be ocnbolod below app6oebfe Irmo by vended^veer a pfoperty fAEsd Orgark voporipor6adab reapkm Q approved by NiOSHIAtr9NA for prelecton aSekttt rn Wmis in Smodon 2, a When sanding or abrading the dried fft,Wm a&4VffM+wpbs lot approved by NIOSHrM'&HA for dust which may be gerwotad fmm this P +�w4mihno point,oras abe* Q PROTECTIVE GLOVES Wear gloves which en mom mended by gbm alp" -for prabcction so"rNbrWo N Section 2. EYE PROTEN Wear m*yCTIOipeectoom with unperfors&W sidsMafds. Q OTHER PRECAUTIOMB Intsnknsl misuse by datlbaratsly oothoetWvft end Inhsing the contends Oen be harmful or fab]. PRODUCT WEIONT 724 Iblgal 887 ga a 6119c C 9"WrY 0187 SOILMla POINT SW-395'F 148.201'C a/ MELTING POINT Not Avetiabis VOLATILE VOME 88% EVAPORATION RATE Slower bran other a, tiOLUiLfry APORIN WIND!�� Huwiw than W VOLATILE ORGANIC COMPOUNDS(VOC Thaoft111Ca1.As Pnhkapad) Qt pap m of 4 ®/ a► teb, IU. LUII IL:41rm Kiverneaa bullaing aupply No. 4Lo) r, � 81300 4.08 NOW 400 00 Lm Waw and FDderally Fmnrpf sotvuda 4.09 b1cal 490 93 Emitted VOC .q•r ;..i:::: •,N•, :•� �r".{;h, t ,. il:`i`Vln ji7t,i 777. �!':is u: .,..I i:I•,I::h�T •1•�; y i' :,1" 7• if r!'y%:' STABIUTY—ff9abi® CONDI TIONi TO AVOID Nene known. RMNINASTIOILRY Name Wan. KAZARDWA OECOMMP®iI11Oti PRODUCTS HAX1 RDOUS POLY1AENF*a:Caftft ATION ClIbM FA4l lollldr Win not aaaur f7mcnI: a:4Yiur e�, : .. � tl..•.,!..,:•\I �l+ rd:^�..�,,.':'.'h.:�vn:1 ' 'il!'•� 'C!.:r ':: '+! NORMAL !'��'S,r7{"1•�71:'��nl i J4i�'• i•�iiY•ii .M N l'cac,•ti':.I�,fy:7a.';;•;•�. ,�s?i1.9'�''!','L; CHIIOMIO HWTH HAZARDS No hrprsdwd in thb product it an IARC,NTP or ODltA listed osminopen. Mq�i eswo�efed,.Pos4d emd pn>daped BMMRpa3�e sotr>enb vAlh pennm�ant 1>teln and rwrvoue damspe. TOXMLO4Y OATA liiwi �r L050 RAT 4HR NbtAvafiaffa LD50 RAT Not AvNia0le , ,� ;I:ari:i'.Jti�e:°�!.fii{!4i�.6-d.!:��jJ;;:i,•! �(('a�vd3''L,_'?.:,nt�,;Jif.:^, is •ii 7!a�rlw�'' ��4br�''fd"1• .ry t,f LA"i.•fi!•�Yi•!i'ViSPB.{,S,r r9 r }.....F.;5� •.1 is!:`7"t,;4`" ECOTOXICCLOQICAL INFORMATION No deb avab". :..: .Y {:,iir}. �. ..,� ..�^ti'�Y�;,• �: :C r.!M.!.L.. J!!rY,:.l: ;,... ,yy r.r WABTE OWPOVlL MITHOD vveeb from I*plodud mey be hmnlaue is defined tinder tis RlaeataM C WrMan and Roaovsry Act QWRA)40 CFR 281. W9WffAi9b@WWfbrWbftlIO delllrlife dla swNbts EPA hood=ww%numbM. Inclnerew in"Food fsft.Do not Inabomta dmd owwnsr,vopoee Of in scomin a with F9derel,shdalProvindal,and L.awl 190" ons MPH"polidan, K" 2 '; Won „i!I�,'4•ti •::i: .Ij;�;r'4f;L":i :.ls.��y;'� ;" .s 4,�"'. `?a:,,, ,.i LIS Ground(DOT? bhy be Claeeed as a L40 for U.D.Ground. UN1263,PAINT,3,PG III,(ER36195) tint Ca"W rs nlay be Shipped n., UN1263,PAINT,COMBUSTIBLE LIQUID,PG Ill,(ER00120) Cansda(TOG) May bo Ck and a a Carbuslible for n QFOUmd. UN1�3,PAINT,CLASS S,F°0 ill,(EA( M28) PAINT,CLASS S.PO ill,(39 C GA.).EmS F-E,A-E,ADR Pt) +1�1�I •�:r� .i� - i�i���::i.ni d:'•�•' '•ii"•^i'�':.�:'t'i;�.'t•>•V}.�;: ,�;':.;••rh,il j':r�"r•`I�..�. ! """""ESS 'r• .� �;tr :1•J" . &ARA 313 10 CSR Sn$fi1UPPULrR CATION --Na mrww"in go pwo owns lo vAKA 5-15�wj torm iffwiff;gww NONCOM, CALIFORNIA PROPOIMN lM WARNING:This predut4 oontIms chamicA known to Vw Stge of Golhmk to eKm Comsat and bw dem or other 110prod{A"helm, TWA CERTIF{CATION All ahs*ds In ft product we Asfad.at aro ex®mpt tram 00119,on ft TWA Invvibry. pmgo 5 of 4 I;eb. iu. lull ji:urm KiverhW 6uilding Supply IVo. 4Lo7 5130 I='Aol This pmdmt ho bin dwWW In&=Mwa w1h the hkzald aft4a of the GmsdW Conkcm Pmdum Rep bWrd(CPR)MW the MSDS wiMm all d tw hbndan mWM by Me CPR, Tm mww I*waft p"no jo to pWum Re mm*%nmw"smisimW OR *m Mdllao cfrwkvmoroftr IMM 14 IM11'Pf"M IAIV pubo umbly it ItsOWNPOSION am hmods of&A peadmi,BIN"so ffmil of No m VAN.ow ODW%w It**ra 'o 0 TOWN OF SOUTIIOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSU N I 1 FRAMING / STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY ( ) FIRE SAFETY INSPECTION I l FME tomsrnucnox I l FIRE n---SraW rENEMnM REMARKS: C� 1 1 1 1 Y � DATE � � INSPECTOR 1 1 d 9 9 B �sour f " elf TOWN OF SOUTHOLD BUILDING DEPT. f 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLOG. - [ ] FOUNDATION 2ND [ J INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY FIRE SAFETY INSPECTION [ ] FARE RESISTANT ION ] RE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: din F-0� DATE Z` INSPECTOR Ank lob, Alk dmmdo' lob, lmdftAmk .Ilki FnCLD MMM=N Raw DATR CObD UMS lP '. FOUNDAlATION(IST) FOUNDATION(2ND) c'te ' ROUGH FBAMMQ& V{ PLUMING INSULATION PER N.Y. STATE ENERGY CODE i FINAL ADDI1TONAL COMMLNTS C92 x C TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST I BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL " Board of H'alth + SOUTHOLD,NY 1'1971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-95022 S 7�� Survey I SoutholdTown.NorthFork.net PERMIT NO. J Check Septic Form N.Y.S.D E. Trustees Flood Permit Examined r a'l 201,0 Storm-water Assessment Form-' I Contact: k4wyt Approved_ �^ ,20 f'd Mail to:x�"j1 ct QL-�OhK PP I 1 Eject' t c lheol(n & , [jisRppravcd Erle - r Phone-5�6-- r1y -16E7(O- I Expiration �� 1 ,20 �a' � Building Inspector jUL 1 6 201U CATION FOR BUILDING PERMIT BLDG DEPT. Date I ,20 TDWN DF SDDTHOLD INSTRUCTIONS I a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.-Fce according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoiningpremises or public streets or I areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit ' shall be kept on the premises available for,inspection throughout the work. j e.No building shall be occupied or used in whole or in pan:for any purpose what so ever until the Building Inspector ' issues a Certificate of Occupancy E Every building permit shall expire if the work authorized has not commenced within 12 months after the date of ' issuance or has not been completed within 18 inonths from such dateAf no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an ' addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal,or demolition as herein described.The - applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. 4iR1+ jjr1i G4PlrA6 owE ;8A*VAc ' (Signature of applicant or name,if a corporation) 275 Broadhollw Road, Melville, NY 11747 (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder I Owner Name of owner of premises Capital One Bank f (As on the tax roll or latest deed) If applit: nt is a corporation,signature of duly authorized officer (Ninle and title of corporate officer) I ' - f Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be ape; 54375 Main Road(RtetQ6��? a�hiu ;rct;rf Southold, New York irri�s ;B . House Number Street u), artctt a.N„hio"n Hamlet is ' - _ ,maxi nrn�rarono0 County Tax Map No. 1000 Section ^61 Block 2 Lot 12.2 Subdivision Filed Map No. 1 Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Bank b. Intended use and occupancy Bank 3. Nature of work(check which applicable):New Building Addition Alteration Repair X Removal Demolition Other Work (Description) 4. Estimated Cost _ Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units NA Number of dwelling units on each floor. NA If garage,number of cars NA 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front NA Rear NA Depth NA Height NA Number of Stories NA Dimensions of same'structure with alterations or additions: Front i NAS 'Rear •NA Depth NA Height • NA Numb r of t5tories NA S 8. Dimensions of entire new construction:Front NA Rear NA Depth NA • Height NA Number of Stories NA 9. Size of lot:Front NA Rear NA Depth NA 10.Date of Purchase NA Name of Former Owner NA 11.Zone or use district in which premises are situated HB-Hamlet Business District 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO xx 13.Will lot be re-graded?YES_NO xx Will excess till be removed from premises?YES_____NO xx 14.Names of Owner of premises Capital One Bank Address 275e,aana5owae,rna1VP9.Nr 11741 Phone No. 631-580-3746 Name of Architect AS Architect, P.C. Address 181 E JerWwTpke,Mmaula.NY 11MI Phone No 516-294-1666 Name of Contractor J•Petrocelli Contracting,lnc Address'00 comae V Rankamwma.NY11779 Phone No. 631-892-5200 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO xx *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.is this property within 300 feet of a tidal wetland?*YES NO xx *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO xx *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF�) ey!f0/uJ Si<iX/S" bung duly swom,deposes and says that(s)hc is the applicant (Name of individual signing contract)above named, (S)Hc is the 07Q&_ro 0 or- DEJ/E� .�rvd 27)eVGL0�MC-d.-7 (Contractor,Agent,Corporate Officer,etc) of said owner or owners,and is duly authorized to perform or have perfonticd the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be perforated in the manner set forth in the application filed therewith. Sworn to bcforC me this 101111110 WONT j day of 7� 2016 vdaiiml Notary Public Signature of Applicant S•P. # - 3x76 -BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted:, 7-16 10 Date Reviewed: Applicant: ' Owner: 42'X"e Architec i��gi�rec�. � • E 1 Estimated Cost: SCTM# 1000- Subdivision: Zone• � • Conforming. Property Address:. S1'37.5- ,„s City: Pre COs? 1 Building Permits(Open/Expired): BP Z/C/o Z- _•Info:, BP ,Info: -Z/00 Z- ' $P -Z/Cl0 Z--,Info: BP -Z/00 Z- .Info: BP -Z/U0 Z+ Info: Single& Separate Search Required? Y oloDetermination: , REQ. Lot Size: ACT. Lot Size: 1 REQ. Front ACT.Front REQ Side ACT. Side REQ• Lot Cay. ACT. Lot Cov. ' REQ. Height ACT. Heht S REQ•IRear PROP. Rear $ IZEQ• B ►DFS A CT` 1 Project Description: s� 1 waterfront?Y N? f If yes,water body: Panel# Flood Zone: Bulkhead/Bluff Distance: I ADDITIONAL APPROVALS REQUIRED- Suffolk County Health: Y orp If yes,`*Bed#: _*Date:—/—/—*Permit#': Town Septic: Y o� - If no, certification required: Y or N Received:—Y or N By: NYS DEC: PRE-D c9/]/7s Y o - Date: /—/ Permit#: 1 or NJ Letter— Notes: Southold Trustees: Y okg- Date: �/�/ Permit#: � - . or NJ Letter—Notes: i Southold ZBA: Y o N)Date: / / Permit#: —Notes: j Southold Planning: Y GO Date:_/�/� Permit#.: —Notes: Town Landmark C of A: Y o(N _/ / *NYS CODE Compliance(page 2) YOr N Notes: ttj—OL i R ` 1 1 I 1 Fee Structure: Calculation: F 1 � 1 Foundation: SF I. ��SF)_ -SF)= SFX $ _$ First Floor: SF +Initial Fee: $ a 6-0 , Second Floor: SF +Additional Fee - ' Other: SF 2. ( --SF)- L_SF)= SF X 1$ =$ Total- SF +Initial Feer$ 1 +AdditionaI Fee : $ 1 0250 D 0 TOTAL: $ 1 NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: 01 •Ground Snow Load:20 Wind Speed: 12OMPH _Selemic Desi Category:B Weathering:Severe Frost Depth: 36" Termite:M-H Decay: S-M Design Tamp:11 •Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGIAT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: YIN READERS: YIN WALL STUDS: YIN GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS:YIN ROOF RAFTERS: YIN LUMBER SPECIES AND GRADE: Y/N , WD,DOW AND DOOR SCHEDULE: g •MISSLE TEST REQUIREMENTS: YIN EGRESS 5.7 S.F.: YIN i LIGHT.' 8%: YIN «NT 4%: YAIj NAILING/CONSTRUCTION SCHEDULE: YIN MEANS OF EGRESS: YIN PLUMBING RISER DIAGRAM: YIN LOCATION OF FIRE PROTECTION EQUIPMENT- YIN TRUSS DESIGN. Y/N t CERTIFICATION: YIN ENERGY CALCS: YIN TOTAL COMPLIENCEON (RETURN TO PAGE ONE) S , i I f $o(/ryO� � Town Hall Annex 4 Tcicplionc(6 31)765-1801 ' 51;375 Win 110MI N ! Fax(6 31)70.3-9,502 � P.O.Box 1179 • Q Southold,NY 11971-0959 0 1�c4UNi`1,� i III ULDING DEPAR-I-MEN'I' i TOWN OF SOUTHOLD i I { I February 8, 2011 J. Petrocelli Contracting, Inc 100 Comac Street Ronkonkoma, NY 11779 RE: Capital One Bank, 54265 Main Road, Southold NOTE: Robert Fisher, Fire Marshal,needs certifications for wood finish and carpet. TWO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (Ali permits involving plumbing after 4/1184) Trustees Certificate of Compliance. (Town Trustees#765-1892), Final Planning Board Approval. Final Fire Inspection from Fire Marshall, Final Landmark Preservation approval. Building Permit: 3576-Z interior alteration ,. ho��pF.SQUjyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G • O� Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD - August 9, 2011 J. Petrocelli Contracting, Inc 100 Comac Street Ronkonkoma, NY 11779 Re: Capital One Bank, 54265 Main Rd., Southold �? ' Note: Robert Fisher, the Fire Marshall still needs cert (cation for wood finish and carpet TWO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits Involving plumbing after 411184) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT : 35766-Alterations to exiting bank building 'Y III MG- O ATIOH _ wE mao 0 I 6 _� ®O® e 0 a O e� e .�NaeaAmw a e8 89 �® -- �.� a e a A�eON \ BB — 99 CC � d UUUU cen,� rtso� ACT— rawJ PA or�miw..eL roo miwn mO nErsae�'� Leff' — rnP.ar INTERIORALTERATION �� oeP ��M�— -- REMOVALLEGEND � ® ® E£tlOVA�NOTE°.a000a,°ivuw F] raz ®® �� n n® ®® iI ii mw�l OL AD on y u illi LUJ LTJ Y _ a Y < F1 USM-N-NO ' � .na Au.o�r«aiw nA,e®n.To eu,T•.oae.oa wmG °onree oEscRiPnoN OIA1L10 WUEOFORRUNO KEYNOTES lrp rp/ _ m _ II I-7 o.R°RA RMAPm °REV DATE D—R—N rfl' �✓J �® ro ro� To uOiwnBANK ,6,.1_lz! i1 IRS�FLOOR REMOVAL PLMI .wa...o.�eamaoaw„w,�aa '�'°a"�YY ;per II�JRS ARCHITECT,P C IBI�IeMGTr�1 YmtlA bYf1��� n1M1l2Yl8�SEPo°.MnYaw°I 100]0 M SOb fbi P.bAeq LI0�ID1111 vn IF RST BOOR REMOVAL PIAN A1.01 CONSTRUCTION LEGEND P �,reD,��Alerman n ro�N �� o m,rNo rumnTa�.N P[,H '/, CONSTRUCTION NOTES: � o a / Taff To I�uw �/ mATNr uo A,mN,o oowa s,.,:er".urE �N"m�1P4'Blo,�ev'w Asea eew,ReR Ian w.�IumnseF.fo ______ r�.Ter'z um erarn1eB1rs��P.°E°Ovrmw To o I �TPAN. o eomw�o ��.M.nN o o KEYNOTES TnA�,• as N. eT�o.T vmu lr Nawculw glWnsomt DATE DESCRIPTION OINx/f0 ISSDEO FOR FILING & } �• Q / pfpN pfpn.y gpeyNpyR��nrgfe, eREV DATE DESCRIPTION s�• � a IdJ u Qu Q �J GPHALONESANN Z��FIRST FLOOR GON9TRJGTION PLAN ;Iliq� JHS ARCHITECT.PC IN• r� p rlRrrtmTonpe.I,¢yln�,f6D,ryma xwmxamwt,erm,I`.rPti inumo n rmsmroN4xlmu�Iuomaxw FIRSTFLOORCONMUCIId PLAN A y I�0in r rAlft� v r r Alk AM, AM� r r ® Allk r ' r . CEILING NOTES m e.....; y"•T�,ATm.o. ae lg��w w`muior ------- ------- ------ KEYNOTES Duero Elo Annie cwmox oimvio IssuEo wn Ruxo ��ro1 PREY ADA. OESC.1- O 7I tt / MAP�R�nuON�E BwHK ,� veem.ui wmxwuxn �i1 IR9T FLo i2 rzEFLEc7Ep cEILINGpLAT� CEILING SCHEDULE 8 SYMBOL LIST ;® tt I�JRS ARCHITECT,PC Tmn mi.o a..e., �msoew ,,,,,�rarerorumm.rr.aarrumi "m4axwslmao R.clwr.kxruow amv.Bono eom .b o< , 0.1"d.9iP'�"mtlgwomninrW .,g". l--II ulluiuo,oic aea-eort+rR HEFLECTEO CEx1KKi GIAN :I .GRne LwrtNi •xevN4i YaAi vauarrf Y�91 -Ke fEAflo1 }� ��11.03 FINISH PLAN LEGEND fmo 2r 0�3 go ® ® ® FINISH NOTES: Q� *=E91 ® ®® ❑❑ e ®®FP EM. :o° __-- ,41 x maeax Au oomuvlFm.TwaxvwrPwaEn BEl rr DATE. OESOWPTKK! .—l. WUEOFORFIUNO __—____x.y..•sJ.u'�-�'-`�Y''=_s�w_�_f'="_-'��_-l'-xRm"'-=_—__=_' �k�_s^-•11� �___ _ lR V OATS .ESW—ON 8 � o � m o � 0 r v w 8 m 8 �® 8 -- - -- --J-- MATERIAL SCHEDULE -- - ------- - - - �M --- -- z��1 FIRS FLOOR FMIBN PLAN ^' "" IMJ r•.��•F�' �fOiHOG 11� RS_ARCHITECT,PC felFaYtrnoTwhllv.hN� - uR4IxRRlau �„ym,�wrz�eaeaaa�v.�e.rmyw��pmn �mwKq�umaaui,M vNM1RKgIi FlflST ROOfl FUflNRUIiE/FIWSH PIAN rtA91C LQ.II2 owam Ya'1 km� a _ A1.04 . . .. O- •:1.��- \��_ ---. © __i �.� ■.� — © -_moi �'__■.�_—__ _ Q_-t�i �l ■.ii—_-- �_�_�_�_ m01=1310� I 31 Mr II uunn,nnoon�un�. 1110m�000IN0 ii MONSOON����� Mmmmn0omm�nnn nunnnnn�nnunun mmnunnSo 0. 0 ooM ®�oo�©nnwnnnmm �■ 0 0 _-- om®�m��uuu��nnnnmuum - om�����nunnnnnuunnu�� illoonoommen mull 0 M"MMEN MEN iiii IMMENSE i Will—, � o®mon ": ,., •• .• © ■.�_ _ ©ivy®F - o o��n� Nil Oft Town of Southold Annex I 11/Z9/Z012 P.O.Box 1179 ' 54375 Main Road I 1 Southold,New York 11971 L CERTIFICATE OF OCCUPANCY 'No: 36064 Date': 11/29/2012 THIS CERTIFIES that the building COMMERCIAL,ALTERATION , Location of Property: 54265 Route 25, Southold, SCTM#: 473889 Sec/Block/Lot: 61.-2-12.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 7/17/2012 pursuant to which Building Permit No. —37394 i dated - 7/26/2012 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: I underground fuel oil tank as applied for. j i i , I j The certificate is issued to N F Bank&Trust Co f (OWNER) I of the aforesaid building. I i SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED u ho ed Signature I I I TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERIC'S OFFICE 'd SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37394 Date: 7/26/2012 Permission is hereby granted to: N F Bank & Trust Co PO BOX$914 Melville, NY 11747 ~ V To: Addition &Alteration to a Commercial Property; Removal & Installation of an Underground Fuel Oil Tank, as applied for. At premises located at: 54265 Route 25, Southold SCTM#473889 Sec/Block/Lot#61.-2-12.2 Pursuant to application dated 7/17/2012 and approved by the Building Inspector. To expire on 112512014. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $250.00 CO-COMMERCIAL $50.00 Total: $300.00 Building Inspector Form No.6 b-Vk W TOWN OF SOUTHOLD � � 4-Ni 60( iv', /nc. BUILDING DEPARTMENT Lj' TOWN HALL c, 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY U 3/ t�&I, tl�U-D This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00, Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-S.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy -Residential $15 00,Commercial$15.00 Date. �- 2(. - /2 New Construction: Old or Pre-existing Building: (check one) I Location of Property: a 65 4" a25" S,'57_l_ Ijth,e® House No. Street Hamlet Owner or Owners of Property: AJ • /-', ) v4 AJ L_D , Suffolk County Tax Map No 1000, Section ld /. Block 9 Lot la• sZ Subdivision n ' I Filed Map. Lot: Permit No. �j l �J y Date of Permit. " a a Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: // (check one) Fee Submitted. $ 5b Applicant Signature MMMMOMPMORT DAT$ CONIIVIENTS W b FOUNDATION(IST) FOUNDATION(2ND) � 0 sv 'T1 y ROUGH I�MINC{& v PLUMBING INSULATION PER N;Y. t H STATE ENERGY CODE 6 FINAL ZADDITIONAL COMMENTS 1- 2s0- IZ. S ���. �r�-+5 v we _6>1c— C- 0 . olc- C_ 0 °x TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802' Planning Board approval FAX:(631)765-95022 �3 C�'s� Survey SoutholdTown.NorthFork.net PERMIT NO. / l Check Septic Form N.Y.S.D.E.C. Trustees (( Flood Permit Examined —'P_� 120 l� E C E U ll E D Storm-Water Assessment Form I ntact: C,Altf-y Approved —R-fo 20 I ­ JUL '7 2M Mail to: ��•' �t'•1 £n�,�,d� �isapnrovP�.I� /�S/f 1g A- ter 4,,e,FN BLDG DEPT. Phone: 6 b-6M-q 4m ^Ab Expiration ,20 TOWN OF SOUTHOLD Building Inspector APPLICATION FOR BUILDING PERMIT Date `7 ' tO ,20 12- INSTRUCTIONS ZINSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. ''// Fcnley 1W, 1&/ f�✓ir (Signature of applicant or name,if a corporation) yes'e a, *, 2)r,, 4 *y (Mailing address of applicant) t/11119 State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder GO/T1YGce�b/L - Name of owner of premises (As on the tax roll or latest deed) �qan a o o tion,sign re of duly authorized officer MA (Name and title corporate officer) - 0 r O 'C Builders — Builders License No. () I a.. S� , oa c o Plumbers License No. n ic- Electricians License No. rt 10- Other Trade's License No. n 0- 300, O 0 3 7-6TAL 1. Location of land on which proposed work will be done: �a vo,d House Number Street Hamlet County Tax Map No. 1000 Section 00 Block OL 0 0 Lot /1. 06 /Z.01) Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and ocoupancy ecypoeruo-/Z l/d r n b. Intended use and occupancy C ernntG,G bur(cl pit f 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work 11V_ (Description) 4. Estimated Cost q�, DBS, Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units_A �— Number of dwelling units on each floor If garage, number of cars a- 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front-2/19,to, Rear 1;7'3'3Z Depth 3.2 6.3O 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO 13.Will lot be re-graded?YES_NO Will excess fill be removed from premises?YES_NO_ 14.Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractorre i/ev►Ali eo/ &avw (..Address S Jroo4 Phone No.431-5f6 96 TO' —�� Jets Cwk 15 a.Is this property within I00 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) cwy/ A RA ry being duly sworn,deposes and says that(s)he is the applicant (Name of ndividual signing ontract)above named, (S)He is the e_O✓17t-tA'r— (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20 la Notary Public LISA M.SAWICKI Signature of Applicant! �A- WrAAY PUBLIC,State of New York No.01SA6215740 C,,pmnUesion Expires 1/042614 'nip S,Of!1 Jlf i - - - - -- - -- - -- --- - - - --- - -- --- --- - - 1 i CONSENT TO INSPECTION I ' I i ehfimto leek el; S?,Fr �h�r�✓�•�/ ,the undersigned,does)hereby state: Owner(s)Name(s) i i That the undersigned(is)(are)thewner(s)o the premises in tk a Town of Southold, located at 5,5/,495 /�Q�� /2 L.Q•'".�S , which is shown and designated on the Suffolk County Tax Map as District 1000, Section 61,00 Block OZOD,Lot 11.0o r 11 .pD That the undersigned(has)(have)filed,or cause to be filed,an application in the Southold Town Building Inspector's Office for the following: /de o/a tee. �l�d�►'4'.Zv�/ S/rad'� - o, That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property,including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application,including inspections to determine that said premises comply with all of the laws, ordinances,rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections,do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances,rules or regulations of the Town of Southold. i I _ Dated: -7116 bl- (Signature) 57c STT~ 1. -.✓�ya�/ (Print Name) (Signature) (PriniName) , a r I • COUNTY,OF SUFFOLK STEVEN BELLONE SUFFOLK COUMTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES James L.Tomarken,MD Commissioner BUREAU OF ENVIRONMENTAL'ENGINEERING APPROVAL NOTICE June 28,2012 Breslau Engineering 138 South 1st Street, Suite 106 Lindenhurst,NY 11757 Atta.:Alexander Santino Re: SCDHS Job No.' : HM12-075 SCDHS Fac.ID.No. : 10-0303 SCDHS File Ref.No. : 18865 Dear Mr. Santino, Your application for a permit to construct a project at Capital One Bank 54375 Main Road, Southold,NY 11971 has been reviewed for compliance with Article 12 of the Suffolk County Sanitary Code. The application has been approved. Enclosed you will find the Permit to Construct. This permit has to be posted at the construction site during the construction. If you have any questions regarding the review process or need assistance; feel free to contact this office at(631) 854-2388. Very truly yours, Chris Wong Assistant Public Health Engineer Bureau of Environmental Engineering Division of Environmental Quality—Office of Pollution Control 15 Horseblock Place—FarmingvilIe,NY 11738-1220 Phone(631)854-2388 Fax(631)854-2505 i l f r • t 1 PERMIT TO CONSTRUCT[ Toxic and/or Hazardous Material. Storage Facility i Suffolk County Department of Health Services James L.Tomarken,MD Commissioner SCHDS REFERENCE# 18865 Date of Issuance: June 28,2012 SCHDS REGISTRATION# 10-0303 Permit Expiration Date: June 28,2013 SCHDS PLAN# HM12-075 - f FACILITY NAME &ADDRESS: Capital One Bank 54375 Main Road Southold,NY 11971 Your Application for Permit to Construct a Toxic or Hazardous Material Storage Facilities for the above referenced site has been reviewed for compliance with Articles 7&12 of the Suffolk County Sanitary Code. The application has been approved.The items listed below and on the back of this Permit are conditions of this Permit and have to be observed during construction: 1. A copy of the approved plan must be kept at the construction site.A copy of this permit must be kept on display at the facility during construction. i i 2. Safe construction practices must be followed during the installation of the storage facility(s). i 3. The storage facility(s) must be constructed in accordance with the approved(plan. Any changes in design, materials or use requires prior written consent of both the design professional and the Office of Pollution Control. The changes have to be submitted in a form that is acceptable to the Office of Pollution Control. The contractor and/or design professional is required to inform,the owner that the . changes are being made. 4. The Office of Pollution Control has the right to inspect this installation at any time to verify its being constructed in compliance with this permit. The Office of Pollution Control must be contacted at 854-2523 at least 2 business days prior to commencement of any work to arrange for the required construction inspections. i Contact the local building department and/or fire safety enforcement office for any additional requirements that may apply to your project. f The storage facility cannot be placed into service until the Office of Pollution Control performs all required installation inspections and issues an Interim permit to operate. i The Office of Pollution Control reserves the right to revoke this permit as allowable by I.W. ISS BY: I Chris Wong Bureau of Environmental Engineering Office of Pollution Control Division of Environmental Quality *See thl a back for exceptions THIS PERMIT IS VALID FOR THE FOLLOWING STORAGE FACILITIES ONLY SCDHS# LOCATION VOLUME CONTENTS NOTE 2 Under/Out 5,000 Gals. #2 Fuel Oil For up to 90 days after the Permit to Construct expires,the permit is-renewable. The job file will remain open for that period. If the Office of Pollution Control does not receive a renewal application with the appropriate fees within the 90 days, the file will-be closed and a new application for a Permit to Construct will have to be filed if the job is to be re-opened. All applicable filing fees will,once again become due and payable. Issuance of this permit does not supersede any existing agreements with, or mandates by, the Office of Pollution Control or any other government agency. The construction period does not supersede any existing compliance dates agreed to, or mandated by,the Office of Pollution Control or any other government agency. Issuance of this permit does not authorize the use of the storage facility(s) that are in violation of the Suffolk County Sanitary Code or any other government code. v Special Conditions: 1/ 1 II SUFFOLK COUNTY DEPARTMENTOF HEALTH SERVICE OFFICIAL USE ONLY New TOXIC LiOUtD STORAGE REGISTRATION FORM Fac. Ret.No. I b 016] 7C)T Change Add I—P—rin—c—ipar-Frroperty Tax Code District {� (� Section T�lSio Q Lot / �.VA Fac �Na e �i No. Street Community State Zip Phone No. Tank Owner No. Street Community State Zip Phone No. o, ry�,/o•?/ X375 .o.� � ie % 11`1!- t Write mat'l. number in left column '- Designates cathodic protection SINGLE DOLELE DISPENSE FILL 0 O C t9 WALLED WALLED l ¢ x OFFICIAL y y • • I' O CAPACITY k a x USEONLY i� (GALLONS) dLL M uj > Other Material (Specify) } m O C7 EPA `Z �v I I F I --dxx �.. x I certify that information on this application and all attachments have been reviewed and that based on my inquiry of those Receipt No.— cC� ' V persons Immediately responsible for obtaining the information contained in this application, I believe that the information Is true, accurate. and complete. I understand5a that false statements made herein are punishable as a Class A misdemeanor F 1 Am •a pursuant to Section 290.45 of the Penal Law. ti 1Daie �l Print Namere Signatu U � T' le - HMM003 Rev 2/88 iI FENLEY & NICOL ENVIRONMENTAL (LET EN , 00IF c'f RAMBRU T URd. 445 Brook Avenue DEER PARK, NEW YORK 11729 DATE WN586-4900 - ATTENTION ' r V ,//,#g TO '4-�o 0 Aa�Q® '�4?.J/� d RE S'sel-Aold AW WE ARE SENDING YOU- C-Attached ❑ Under separate cover via�4*4 j5 /s:f the following items: ❑ Shop drawings , ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order 0 COPIES DATE NO. DESCRIPTION � „� � S�.t�IH �,�✓ f ' THESE ARE TRANSMITTED as checked below: ' ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED,AFTER LOAN TO US REMARKS COPY TO SIGNED: if•nclosurss vs not as noted, Idndq noti/y us at ones. FENLEY do NICOL ENVIRONMENTAL ILIEUVIE ° (01F VIUMOTME. 445 Brook Avenue DEER PARK, NEW YORK 11729 DA ri JOa NO. (631) 586-4900 ATT 10 TO �c 1! 7� �� 3 7 gC Mo%-Y) t 1Ns1Al/.? .&17 o r WE ARE SENDING YOU O Attached ❑ Under separate cover via the following items: ❑ Shop drawings O Prints O Plans ❑ Samples O Specifications O Copy of letter ❑ Change order O COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below, 0 For approval O Approved as submitted O Resubmit copies for approval p For your,use ❑ Approved as noted ❑ Submit 'copies for distribution O As requested O Returned for corrections ❑ Return corrected prints ❑ For review and comment O O FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS j&" �./� r�� Y""x corf F, -- �9 i9 2a i i COPY TO SIGNED: if enclosures are net ss noted, kindly notify ss at ones. i tio'*0f SOUIyD`o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • �� Southold,NY 11971-0959 BUELDING_DEPARTMENT TOWN OF SOUTHOLD November 26, 2012 Fenley& Nicol 445 Brook Ave Deer Park, NY 11729 Re: NF Bank& Trust Co, 54265 Route 25, Southold TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certiflcate of Occupancy: Application for Certificate of Occupancy. (Enclosed) r�Electrical Underwriters Certificate. (contact your electrician) A fee of$50.00 I Final Health Department Approval. � � y Plumbers Solder Certificate. (All permits Involving plumbing after 411/84}/ I (� ��,✓f c"~ i Trustees Certificate of Compliance. (Town Trustees#7es-18e2) �Q r, I Final Planning Board Approval. (Planning#76&1938) r �{ _ Final Fire Inspection-from Fire Marshall. �7 Final Landmark Preservation approval. Final inspection by Building Dept. BUILDING PERMIT : 37394—Underground Fuel Tank i OAMAL ONE BANK GENERAL NOTES - �� [OWTn.Dw muC,.000RpwCE io>W.L s,A,L Down AxW � b .- TO GREENPORT Aw�eµD.�%Ie�nN°"aLu�Inpnenw FsmAivi AI,D g t Is TD�Dsim Iwo L.WDim eY wmareme uomAm m we MAIN ROAD & YOUNGS AVENUE, SOUTHOLD, N.Y. 6 `°°�T w�Wal.�w DIS aNA„ADn�xF w.WLN�,DA,� a g � � TM aDRD A G5y GMSE2 sena L.Exs sT BANK SITE '�'�wµw�cmLs Nw"n�wlwm+�'ONui`o�Nlo cmi m TME u,wnEs ones,�°aims. 7 x av E 3 17332' 25'30 — 173 32' — - I S Ms�EADmoTA0R'.AAw+xwD9weumu.wLOe oNemOro.c,�D.TTWEIx RWwWL a6oVwYmTM iKEmMoNWoLsp,ICNQfcc oLEmwnMwEwBEwl.eWnDmalrNa�,OToAcDnF caL�Ms.ilp„xrna ase-llxWuMDcwAryTc cmWRaY r pNFRw" i ®DcC T ST1+EE O InKlwmeweb�T.WDvI M�siNKMe w flNci me,IIwCE W,11 iIa[OFdrS i5 T HN,N 1 AIS C ^' Mm rsw vwalp wmx m rar Bwl eE posirn w,Ia WmAM v wl uaml xaL tl I N 71_2-9-50--g-3 asRNv,'roN WenMin mrzW OF Ir D mamunw�a m°icD ar.mwL c�awla rM Me Noev,I Feiw.nlu f Isa^I+Lin"vl `mr` �Waw ro a pmrmum �wsrwwmx nay IUL Amcrta xAvwO TO JAMESPORT FFr I EASPG GARAGE BLDG erG�vuw>_ulwav,o®um wq opr$ :ru ewumm T::%PM%onus.wD 0D¢n 0¢I I Nal 6`a u�M,w aW Wr°Ai.r`""Ls5 M"w'a00" �ro o-v ruu ai sas e KEY MAP �I I G w D aDAAnw E N Dw pN:HGm^s DNWw W,N m=wAna a FEMaLWW aAA n NOT TO SCALE Al I SCOPE OF WORK 6 g PROJECT TITLE I I uwEMEEnsmDSDmDAUDNFaaaru«wuFDwNECDNwEEWuxwAy AREA OF amRE'waeAELAssooA,EDpmwDAxD psca«EerplFwD.RATrDNTxE DAIOE6TIa '_ 6 FouNUTceBASE,LExrwAu WORK I i BACK A RLLTANKEXW-.DRDNQEANFILL EACAVATE,E4YTANN PRNMNEWAYA66NOWN. ,L I S BED EIIGVATION WDNANNOF II'pEAORAVFI B SET N6Y50000WL0NOW—FIMLDRSTIXLbETANNNRTAN00AIX--pEAORAVEl HEATING OIL STORAGE e- I F pSTA1LDtff NFWT1A®e�ENIAOGIWE DN D0.1A0. a P aseweu pvwo RENcx Ix EA snm CONC@EwA wAv I Q FUEL OIL NEW SR 0.01 ALLNEW iUELOAGUiRYAIO RENRN PeMND TANK REPLACEMENT I U�DLL GTIXWGE TNR I ALLOD OACORWA AEDPPEW EDRF NINWAY I W ,106TALLALNULPANELANDSEx50RSA9 B01G1F➢NOMW➢aS UE '1FORLLAND PD,TNEW ESO,FDCOKAELETANLaAT RFPAw ASPWV.TATEDGFSOFTAIeL WTAGNEEDFA j _ tAPE9TORE DDNOLEfEwAtIt WAYVwERE TNNWASlELDYED WTDNE 91pVOGDNGNEtE O I 1SClEW1 GNE ENO a81ATI0N I /' EFSf G PLANTMGs w Z>- Z Z} W Q Z Z Do I` Cq O I rowN OF sour{toLO If NJco J J FOIST G FtEL OIL TOWN HAW /ceAJB Q w WnW„MW„D„¢. I Is,__. _ � Enwronmental,Inc ( F- waNwn ® >K uiw.o¢� YuwemLWmLY I , 1� 445 BROOKAVENUE,DEER PARK Q Q 0 v - O NEW YORK 11729 (631)686-4900 SC TAX MAP 1000 6100 0200 1100&12 00 U RCE ®—.—.— ♦.m we¢ew.w.a+iw. or,K I `wELEC I a mruT —T— am ImF ATw IE1FR EpA O` ----- XTRN INDEX TO DRAWINGS FWR I� I SVC CAPITALBONE I wF ELEc vc CV-1 TITLE PAGE W/KEY MAP AND SITE PLAN [ _-- TO GROLP BANK LOG UTILITY POLE A-I NEW TANK LAYOUT AND EQUIPMENT LIST g T-I TANK DETAILS $L4R P-I PIPING SUMP EQUIP LIST OF ABBREVIATIONS I i n / 6 AFP ___.-FDSSIa:DFLOOR - -I,E01.---NECHeFACaL._-_-_ _____ ._ -_ -__I______ _ _-_�� _ ___ _ _ _ __. -__-� _ � ____ _ __ _ __ ___,_.. _ BLR BIlL01W M P E STAMP APPROVAL STAMP BLS BFLOW LANU SU aE MW MONITORING � WELL I O1I Z A \ CMU. CON-DE XT NO A NVWEP p ¢um'i'„'u'�iOn..e."�•n�0 M me$ 1 c. COUlD1 NTS NOT TO SCALE L.) 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FLOORTDOTING TYP TYPIGIL PpPROV T REVIEW ENGVSEER FPP FIBERGLASS pEllFORCE RASTIc U L IeOERW,IRER9 LAMS °��W GA AWE W VAI'pR RECOVERY AM WMCHmIMEOGYui 1 SWI GRDYO WATER TeRi c W w M WELDED WIRE MESO ' I D INSIpE DIAMETER DRAWING TITLE DWG NO MAIN STREET (NYS RTE 25) PROJECT TITLE, KEY MAP CV-1 i AND SITE PLAN DATE 1 012712 SCALE 1'=20' I 1 .. ! i I I I TANK INSTALLATION NOTES a pp A LLIESrL d q >d d D DJ*D' �' �'''•a > 20'a° LL NuceWN,Y.E1RK ;T:: 3 g z eREuun NrecmcwArxN : °�`".`rv'""°°f 'w,a:°'^' TM°`w aur 0 ?t D1A MANWAY W, NEW b CIA CORgmA G.I.cWLR PIT% P.T IN lC"U d FIPINR W Y.T Mtl l]~ WRN SW. Ill r MK MIwCNSO W C,reJ rm Ere revel w srAx '� _NGT m"Nn e:.n M6TaIeT..[n P.,,e TM[.nrn aawP[rwEPo mrm c,.Em 3 � �F1LL SAI I 2 c T I` 4. _-_- _ -}{r-___ FL II'-B' TZ=T ¢wove ♦u • r... 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Nm BECWNC OF TI@ TANKS m.� DWG NO ELEVATION-NEW 5,000 GALLON FUEL OIL TANK DRAWING TITLE TANK BED EXCAVATION DETAIL wxN.P o rvorroscace TANK AND PIPING DETAILS DATE 02 10 12 SCALE I AS NOTED IN DETAILS 'I - PIPING NOTES a DATaAd ®[mow=Tr 1'PI1E SVPI6,[D.ml ,[,.I.m..,drA� a g W .- wau rMREAoxeea_weEnO[Ass wme roeE .t."pr= WMu eEcoeAnxE rn.ire R `il me"R •,,••••` .�.R r. 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Jwml[man° m r wRaT�l�R 1 s K e� nnK IrtT�PN�� �m } Q Z opo DAE K`,I .el"` a Q 0 0 A .�Rr[dnm.. PAR r�•MwKd wRWEA° �4 T ,ro� z 5 W A'MIN .. y IRw OAV On ,d�EwAAW _'~ vd re z �m Mnw -b'?+M r, 91L Be rrw cR°Av"Iai cnD�rmm"mlmwmenwr lw Wwnsa.FP>$mArdacma rmv.a,.�. 0 m co � um[srwm m 40TH FIBOCAST ' E4R)M Q R�T+Th n WE A'MIN SEPERATION Z_ Pue vdi Ore Aro FE�lua PIPING NDTE I. � PEl GRAVEL ISED PDR BEmING APO BOC[FRl SNILI MEET VSTM CJ]SPECIE GTId � Pn4 - — PALL MMNc swuL sLa[BBu m TMs TI1P of Fep/ey N®CO/ � o n IME TANt AT A rewMUT GRAB v Ur FFAFOOI6 PPF RRN � d Environmental, Inc. _ _ ALL sEPAmnd msrasEs As SHOWN W rws oETALL. - 445 BROOK AVENUE,DEER PARK ® TIPIGL AAN�TI�ENQtoETAa NEWYORK11729 (631)S36-4900 O u�in PIPING AND DISPENSER SUMP NOTES APPROVAL STAMPALn � I1FaH-Z IIS WPo)WW[rzn As��ng nd P®Ir raa male "+yg I mrRwnoa ms.�i.-� - o �� ,naDF BA reR Fr""`LR[DI°io ntis 1°`°�T .e.,wT>n W.I.WRN �Pzo F�N2ew�.. 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AND P-1 PIPING DETAILS DATE 02 1012 SCALE AS NOTED IN DETAILS I ��I��f�� GENERAL NOTES S TO GREENPORT ONE V E BANK .0.w+ro s munelm n smcr.cml°wss wm ru�Pwu.LcnwA�°.iv+r�Nu g § ? x:mu°i°�9Lssc"°wul.LS1°mc"s�°'u°nm°P°°Rlio R�'mlreimlis 1 ALL,I'acp1x`xromm ws�n_°°[ [ri Pw uavm°r Wom.amrs usw.To�.xc MAIN ROAD & YOUNGS AVENUE, SOUTHOLD, N.Y. °�� e � D�W�Trom[.� a o ti 11 NO,I, _ CEPS ST BANK SITE —M.P., mm[TE RESImurax LS DAN.® �R01LaPlm WE wml�6iexc°m�m mE u1Nn[S WItAs mnArms. 173 32' mESF Ma m xor NNun NL o< w E R51 9 -- �F4tlSD WNmI q�Cusrvl°FOuwplr o6 S ee^4 s1RUClu1�.PNno �S Y AID/w YO➢fY mE wN.I I(xwnt�N 6Tut FrisIIM IrwS rMpkAi WY MRL! 4 ^l TwL M mE PwN° iE I,-x 1°1°T m M.— AND°dF0'IIMDISM1�6 (m 51 WEE mOn�� T [mmmlr 2%.swt aE[mAum/mnAlmm w sneer oAAT..x¢wm iN[[mwxYs AO N pTW P°lAUAnw+ ols g _ m RET�s PDn[n.m[WeR..m OFN As`°`e,Rncm°6^m,IIE.�.N mRmn INsnrvlEs s�sR,.m a�g li n� rLOCATION OF 2,000 GALLON 10 ulRmcmN mTa°wixe�xv�ro ff. vwu�mAi[im v°rAUAno,mol ALL Amlaw xnwv 1,/GASOLINE SINGLE WALL S1 E_ Imo_TO JAMESPORT T oI E%GT'G GARAGE BLDG I r WOERGROIINO STORAGE TPtA n A wy P[. . MI-T w ux��op�°Airs um 1—.r OI IIJJ TO BE flEHOVEO I °CjON a°x As9 npoul tw,a P W, d4 [�I I ®wrmnxr a m°wDORfIT.L wPimna5 P[,Ra[uN awc N I E St1R[g n=r.Rr elf- KEY MAP NOT TO SCALE I u. 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GBMBwNIN MIBB AIL Environmental, Inc. 2 � msrAces 445 BROOK AVENUE,DEER PARK Twe-E @P NOTaENCN OE1'n_ NEWYORK11729 (831)505-0900 sJn 1'n^° P.rrm w,m an TPn.Lu TAPE APPROVAL STAMP PIPING ANO DISPENSER SIMP NOTES p-Z v ' A. w. a INe,wlw.nw wn,.w°Gualn �rn0rn""'" 1'~/1 F=g O'PING 11 ° hOf NEW, HH12 0$'5 w� doenn �' QipJ Ixa Iee Ie+Fr°.amru«sNNENT a —1 5�G1 I xG,E JNPA' MNG ss' gGfF661BNwN4Au AmTPUNIGN�EryMm� II I' a BE SEm nME lnssN.0 BELVP.sT.+wn TO— nn.um Gr is r.xx xwE.nww easwex cors. ELEVATION-VENT RISER PIPING B. .m1'ms[.It• B. ° I AT Pie,mmcc.smen,eneTUlnlreeeawuemmwr we+,Rnn�w uo DRAWING TITLE DWG NO r^��^ °• - -`�Aw �.w PIPING SUMP LAYOUT G4.aR ,B��E�ww6meN=P wHw. �I.Ne TE AND P- PIPING DETAILS DATE 02 SCALE AS NOTED IN DETAILS Town of Southold Annex 11/2b/2012 P.O.Box 1179 r 54375 Main Road Southold,New York 11971 1 5 2 rAY[rr CERTIFICATE OF OCCUPANCY No: 36055 Date: 11/26/2012, THIS CERTIFIES that the building WINDOWS Location of Property: 54265 Route 25, Southold, SCTM#: 473889 Sec/Block/Lot: 61.-2-12.2 1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 8/9/2012 pursuant to which Building Permit No. 37448 dated 8/16/2012 was issued, and conforms to all of the requirements of the applicable provisions of the]aw. The occupancy for which this certificate is issued is: window replacement to existing commercial building as applied for. I The certificate is issued to N F Bank&Trust Co — - — (OWNER) — i of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL i ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED' Author4ed Signature TOWN OF SOUTHOLD ' BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY l BUILDING PERMIT = (THIS PERMIT MUST BE KEPT ON THE PREMISES i WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37448 Date: 8/16/2012 Permission is hereby,granted to: N F Bank & Trust Co PO BOX 8914 Melville, NY 11747 To: Alterations to a Commercial Building; Window Replacement, as applied for. At premises located at: 54265 Route 25, Southold SCTM #473889 Sec/Block/Lot#61.-2-12.2 Pursuant to application dated 8/9/2012__'-'and approved by the Building Inspector. To expire on 2/1512014. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $250.00 CO-COMMERCIAL -$50.00 Total: $300.00 t Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter.or ink and submitted to the Building Department with the following: Ar For new building or new use® 1. Final survey of property with accumte-location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2110 of I%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance'from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly epmpleted application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificaie of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00, Additions to accessory building$50.00, Businesses$50.00: 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of.Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 S - Date- New Construction: !- Old or Pre-existingBuilding;.g (check one) • Location of Property: Houso No. Street r Hamlet Owner or Owners of Property:____ ,V.F. A44) a— Suffolk County Tax Map No 1000,Section �! Block Lot /o7 ,01 Subdivision Filed Map. Lot: Permit No. -7 j_Date of Permit. _ "�(a -•1--I— Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for. Temporary Certificate Final Certificate: y ne eQ 1� rY (check one) Fee Submitted: $ c- ic�t ' ature i i pgg T l� U NO. STREET HAMLET OWNER WIRATION HEALTH DEPT. U - F i z - . A � � - o o � TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 �[ Survey SoutholdTown.NorthFork.net PERMIT NO. 3 7�-7'g Check Septic Form NYSDEC Trustees C.O.Application E C E U E / ) Flood Permit Examined / 20 /a" D Single&Separate ..9 �� Storm-Water Assessment Form c� AUS 1.) Contact: Approved 8 ,20�a2 Mail to: BLDG DEPT. Disapproved a/c TOWN OF SOUTHOLD Phone- Expiration - — 20 , Building Inspector APPLICATION FOR BUILDING PERMIT Date 4U<5-U57- 9_ 20 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale flee according to schedule, b.Plot plan showing location of lot and.of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. {� IV, ��11 I�T��� L' D. (Signature of applicant or name,if a corporation) Co, ;ox �,9 I r EZ-V/4 I✓Y17'17 (Mailing address of applicant) I State whether applicant is owner,lessee,agent,architect,engineer.general contractor,electrician,plumber or builder <ge/V4x q4- eoNTomAcTaK ? cHA-KCL C-10NT9/IC-r!NG Name of owner of premises Al,F e&kbt-- 7-X 4S 7- C 0 , (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) a-SO Builders License No. C -11 0 �r—D d 0 Plumbers License No, �/ Electricians License No. Other Trade's License No TOTAL 3 0 D , O o L Location of land on which proposed work will be done: 51 RL-6s Ao!CT E P-,5— House -SHouse Number Street Hamlet County Tax Map No. 1000 Section 61 Block Lot _ f � Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy - c ® -V W C&C-- b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work //I/1 W—/���1,�¢�'EI+JF_/I/T" (Description) 4. Estimated Cost Fee (To be paid.on filing this application) 5. If dwelling,number of dwelling units Number of1welling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. / l 7. Dimensions of existing structures,if any:Front Rear -�7 Depth Height Number of Stories d2 Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front �' 9 Rear 17313�/ Depth 3 30 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO 13. Will lot be re-graded?YES_NO ✓Will excess fill be removed from premises?YES_NO 14.Names of,Owner of premises XF,&Ni 4 ro?g5rAddress Phone No. Name of Architect Address Phone No Name of Contractor COOL L coAlfocrlAPGAddress I SRITTWAlY WAY Phone No. KoNICoNKoA01, Aly It 77Y 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES, NO V--- *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?* YES NO *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF NY ? ^ .To S E PX C4 MP'0 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the G 0 W OC4-C-'FOK (Contractor,Agent,Corporate Officer,etc.) of saido r fl ice,and is duly authorized to perform or have performed the said work and to make and file this application; that all s ,=IYetairPiQMYMk application are true to the best of his knowledge and belief;and that the work will be perform d�i prth in pplication filed therewith. 0omm6gW Bou MeM 23, Sworn to before me this day of fr'�C�tl�r"- 20 a` - N16 Public 'gn reof App ca Ashley Mardszyn From: Michaelis,Jessica <j essica m @south ol dtown ny.gov> Sent: Wednesday,April 11,2018 8:24 AM To: Ashley Marciszyn Subject: FOIL Request I� • Good Morning Ashley, There are no Planning Department files associated with SCTM#1000-61.-2-12.2. Should you need any further assistance, please do not hesitate to contact this office. Thank you, Jessica Michaelis, Clerk Typist Southold Town Planning Department 54375 NYS Route 25 P.O. Box 1179 Southold, NY 11971 Phone: 631-765-1938 Email:JessicaM@southoldtownnV.gov 1 ' 54375 Route 25,Southold Phase I ESA APPENDIX II SANBORN MAPS TSON�r� s�� ENVIFIO�NENTAL.PLANNING.CONStATInF" CEDRI Certified Sanborn® Map 1965 9 R� -meq�{ `1x�\+�•. 1 P / o s X11`• � �{� ,JS t• ^pD Co (V6 d?''`p0• ,, r.,•' i,cC1Vy Fja"ib' H p t V11 let P•' q S ` 1+ \ �•. 9 \ N to ea r O a 9 jail �g V r �7 a F-�o�E 76 `•. 510 4•� 5 '; \ i s .,�• >i•, _ ,eV pia a•- 53 `d 29- _ to O {�. � J�� A .•`''•�.�• •�: i"''''''�► /•�--,�+ tin � W 7A. •cr Do LO ra TI •. 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Outlined areas Indicate map sheets within the collection. 0 Feet 150 300 600 .�C Volume 1,Sheet 12 Volume 1,Sheet Keymap/Sheetl -,.�'S•r��,.• Volume 1,Sheet Keymap/Sheetl - -}a Volume 1,Sheet 10 K map/Sheetl C a 10 12 5253308 - 2 page 5 CEDRI Certified Sanborn@ Map 1929 oyes GI00, �RU 4�0 � a j 61 O T• � P ��� t. o`�3 SIIII 9 h N ge`gm G to° D �-�i5 i itgfi•' ® kV. m W j •�;, �f ® % p aEoa ., 1�• �4{W�j,FFf i N i 0` ' a3 y 7d V, 9 ams'' W Q \C• u p 76 v It 1.5 '. .•t• D LO y'Q g4'' ,�°•• ' N t9 U o LE \jbe L r E ®p• �,l o m M S ter. i .•`"•� -/ r��� 'X54.- °•� ''� 'dy .�(•�b •4 SdeName 54375 Route 25,Southold D V 'L•' H C Address 54375 Route 25 ° 0 �� • GiN1W I• �ST,ZIP Southold,NY 11971 I D ° f. Z ChenL Nelson,Pope 8 Vooft,LLC ' ' ' ECR Inquiry 52533092 t•,°�-`� µy !1' Order oete 0411 018 �I �� 'far , r C.rtft.honA C58"d2 AE59 P�• pp \� �® ,✓^ 'e Copynghl 1929 9 Y This Certified Sanborn Map combines the following sheets. Outlined areas indicate map sheets within the collection. 0 Feet 150 300 600 Volume 1,Sheet 12 "' �,-;•,.. Volume :Sheet 10 a Volume 1,Sheet Keymap/Sheet1 ymap/Sheetl c: -3 10 12 N, ary ., 5253308 - 2 page 6 Certified Sanborn® Map 1920 "Ov , n ► � V 7d v kg8 5 IL Egg ��m•S 60 H a g EW 1$E $ v Soo CIO r t� 50,77 b6 ° J L0 LU s oil o 1 g s 1 7d + U c5• t Sho Name 54375 Route 25,Southold Address 54375 Rout.25 Cdy,ST,ZIP SoNhold,NY 11971 P�A1 Cherd Nelson,Pope 8 Voorhis LLC EDR inquiry 52533082 Order Date 041102018 CerhgcaEsnA C58"2AC-AE59 g AU Copyright 1920 6 R° This Certified Sanborn Map combines the following sheets. Outlined areas indicate map sheets within the collection. 0 Feet 150 300 600 Volume 1,Sheet 7 • �ze gr_ Vo um 1,Sheet 6 � �� `0 5253308 - 2 page 7 54375 Route 25,Southold Phase I ESA APPENDIX I CITIES DIRECTORY N@LSc"POPS s, Ea LLC EN%,gRC W01frAL•FLA WNG•CONS-LTHG 54375 Route 25, Southold 54375 Route 25 Southold, NY 11971 Inquiry Number: 5253308.5 April 11, 2018 V LE-BM 1LDE)CB[r@ Egg@ op@% 6 Armstrong Road Shelton,CT 06484 800.352.0050 Environmental Data Resources Inc WWW edrnet.com i i TABLE OF CONTENTS SECTION Executive Summary Findings City Directory Images i I i I Thank you for your business. j Please contact EDR at 1-800-352-0050 with any questions or comments. 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EDR Is licensed to reproduce certain City Directory works by the copyright holders of those works.The purchaser of this EDR City Directory Report may include it in report(s)delivered to a customer. Reproduction of City Directories without permission of the,publisher or licensed vendor may be a violation of copyright. Do*by . . .xb CLgyr��j-Ei.y.ry�xY� jtli�iC)t:CS ait?Sf:i1:,3ri RESEARCH SUMMARY The following research sources were consulted in the preparation of this,report. A check mark indicates where information was identified in the source and provided In this report Year Target Street Cross Street Source 2014 0 El EDR Digital Archive 2010 0 ❑ EDR Digital Archive 2005 0 ❑ EDR Digital Archive 2000 0 ❑ EDR Digital Archive 1995 0 ❑ EDR Digital Archive 1988 ❑ ❑ Cole Criss-Cross Directory 1978 ❑ ❑ Cole Criss-Cross Directory 1973 ❑ Cole Criss-Cross Directory 5253308-5 Page r FINDINGS TARGET PROPERTY STREET 54375 Route 25 Southold, NY 11971 Year CD Image Source STHY 25 2014 pg Al EDR Digital Archive 2010 pg A2 EDR Digital Archive 2005 pg A3 EDR Digital Archive 2000 pg A4 EDR Digital Archive 1995 pg A5 EDR Digital Archive 1988 - Cole Criss-Cross Directory Target and Adjoining not listed in Source 1978 - Cole Criss-Cross Directory Target and Adjoining not listed in Source 1973 - Cole Criss-Cross Directory Target and Adjoining not listed in Source 5253308-5 Page 2 FINDINGS CROSS STREETS No Cross Streets Identified 5253308-5 Page 3 City Directory Images Target Street Cross Street Source ✓ - EDR Digital Archive- STHY 25 2014 53840 BIG IDEAS JOHNSON DIANE COUNSELING 53895 SOUTHOLD PHARMACY INC 53935 BODY SMART STUDIO CORP 54075 ENZO BIOCHEM INC MAIORINO CHIROPRACTIC 54280 CENTURY 21 54325 SOUTHOLD SUNSHINE SOCIETY INC 54375 SOUTHOLD TOWN OF 54655 NORTH FORK FUN.AND FITNESS 54795 ACE HARDWARE 54800 LEGENDARY WHEELS LTD 54895 GROUP FOR EAST END INC 54970 BRIDGEHAMPTON NATIONAL BANK CAPITAL ONE BANK 55000 MOORS &CABOT INC 55075 COLONIAL VILLAGE AT SOUTHOLD 55335 AMERICAN COMMUNITY BANK INC 55500 SOUNDERS TAVERN 55560 POLYWODA BEVERAGE CORP ; r I 5253308 5 Page:Al 1 Target Street Cross Street Source ✓ - EDR Digital Archive STHY 25 2010 ,53840 ALPERT DEANNA RCSW BCD BIG IDEAS JOHNSON DIANE COUNSELING WILLIAMSON NIGEL 53850 MORTGAGE EVERG 53855 TYRER JOAN REALTY 53895 SOUTHOLD PHARMACY INC 54075 ENZO BIOCHEM INC MAIORINO CHIROPRACTIC 54100 GLASS MENAGERIE 54280 CENTURY 21 AGAWAM ALBERTSON 54325 GIFTS & GOODLES &GADGETS j 54375 SOUTHOLD TOWN OF 54655 DAYTON RANDALL F CPA NORTH FORK FUN AND FITNESS ROSENBLUM HELEN J 54970 BRIDGEHAMPTON NATIONAL BANK CAPITAL ONE BANK 55000 MOORS &CABOT INC 55075 COLONIAL VILLAGE AT SOUTHOLD 55335 AMERICAN COMMUNITY BANK INC 55500 SOUNDERS TAVERN 55560 POLYWODA BEVERAGE CORP B I i I i i 1 - I 5253308.5 Page:A2 Target Street Cross Street Source - EDR Digital Archive STHY 25 2005 53840 ALPERT DEANNA RCSW BCD BODY IN BALANCE 53855 TYRER JOAN REALTY 53940 HOME PASSION LTD 53975 S N DELIA INC 54075 ENZO CLINICAL LABS 54375 SOUTHOLD TOWN OF 54655 DAYTON RANDALL F CPA NORTH FORK FUN & FITNESS ROSENBLUM HELEN J I 54970 NORTH FORK BANK 55000 MOORS &CABOT INC 55075 COLONIAL VLG AT SOUTHOLD INC 55500 JOANTHONYS RESTAURANT MHJ INC 55560 POLYWODA BEVERAGE CORP i f i i i i � 6 5253308.5 Page:A3 Target Street Cross Street Source ✓ - EDR Digital Archive STHY 25 2000, 53840 ALPERT DEANNA RCSW BCD PECONIC SATELLITE CO 53855 JOAN TYRER REALTY 54655 DAYTON RANDALL F CPA NORTH FORK FUN & FITNESS STUDI ROSENBLUM HELEN J 54970 NORTH FORK BANK 55075 COLONIAL VLG AT SOUTHOLD INC 55415 VALEZ DIANA A HANDWOVEN GMTS 55500 JOANTHONYS RESTAURANT i m - { f i I6 i i i ! ! P `!z 6 F PPP; E I I I I 3 i t t E ! ii I 5253308 5 Page-A4 Target Street Cross Street Source ✓ - EDR Digital Archive STHY 25 1995 54970 NORTH FORK BANK 55075 COLONIAL VLG AT SOUTHOLD INC i 4 4 4 i 4 I i R E II I i I 5253308.5 Page:A5 Appendix C® FOIL Request ® Pollution Control Provided by Suffolk County Department of Health Services, Office of Pollution * **************** TANK COMPLIANCE INSPECTION DATA.,SHEET ***************** PAGE 1 05/10/2018 File Ref No. : 18865 INSP TYPE: TANK ANNUAL [ ] Reg No 10-0303 TANK REINSP ( l{ Permit Issued :02/01/2015 TANK RECON [ ] Facility CAPITAL ONE BANK Street 54375 MAIN RD Community SOUTHOLD, NY 11971 Phone (631) 765-2800 Fac Operator: CAPITAL ONE BANK Mailing Addr: 54375 MAIN RD SOUTHOLD, NY 11971 ----------------------------------------------------- 1000 061.00 002 012.002 Inspection Zone: 2 Rank•. JOS ----------------------------------------------------_------------------------------------- Tnk Tank Tank Contents Off PO Date Last Insp, No Location Capacity Use. Issued Rmvd Insp Code -------- ------ - -- ----------•---------------------------- -'------------------------ 1UNDER OUT 15000 1#2 FUEL OIL (OSC) 112REM 108/29112108/29/12JR1 21UNDER DER 1#2 FUEL OIL (OSC) I17P 10/19/12 108/25/17 31UNDER OUT- 1550 GASOLINE 112REM �09/11/12�U9/11/12�R1 Tank No: 1 Status: 03 REMOVED Locl : 04 UNDER - OUT Loc2 UNKNOWN Capacity: 5000 Units.-,l Gallons Special_ Special Use: UNKNOWNBuilding: Special Type: UNKNOWN Contents: 02 #2 FUEL OIL (OSC) Int Prot: 00 NONE - Sec Con: 00 NONE - Container: 01 STEEL/ IRON Ext Corr Prot: UNKNOWN D Leak Det: UNKNOWN Spill Prev: UNKNOWN Overfill: 00 Not Installed Fill Type: O1 PUMPED F. Dispenser: 02 SUCTION -Pipe Loc: UNKNOWN ' Pipe Type: UNKNOWN Pipe Cont: UNKNOWN * Corr Prot: UNKNOWN Pipe Leak Det: UNKNOWN Status: 01 IN SERVICE Tank No: 2 Loc2 05 UNDERGROUND - INCLUDING VAULTED Locl 04 UNDER - OUT Capacity: 5000 Units: i Gallons Special Type: 00 NONE Special Use: 08 ON-SITE HEAT Building: Int Prot: 00 NONE Contents: 02 #2 FUEL OIL (OSC) Sec Con: 07 SECONDARY WALL _ FIBERGLASS * Container: 06 FIBER REINFORCED PLASTIC Leak Det: 01 (DWP) ELECTRONIC LEAK PROBES pill PrevrExt Corro0l SPILL/FILL BOX AND/OR SUMP Overfill: 01 Installed Fill Type: 01 PUMPED * Dispenser: 02 SUCTION pipe Loc: 05 ABOVEGROUND/UNDERGROUND COMBINAT pipe fie: 09 FIBERGLASS (FRP) pipe Cont: 09 FIBERGLASS (FRP) Corr Prot: 00 NONE PROBE ONLY Pipe Leak Det': 01 ELECTRONIC LEAK Scanned wiftGarnScanner � Facility Reference#: 18865 Inspection Date: 8/25/2017 Inspector. c° ' 4 Unregistered Tanks: Construction EPA / PBS , SC# Product Capacity Location Material Coq�q�ep� kt + � 6 q' _ I _ Inspection Notes: Make an A Dt• with Mike Amato 516-297-6403 before'goi�n out. Teeoey Sosa 6�1 599 6690, *F*11 toy ted green * Ntn l>,�aT is nrecpn in Cn�box - ' mon ma>IntP>raanc record eeno galld weekly nitorin r words The Tn n �tor Contac pd Toe oca v�ho will get me the >•o.,..=.as ,. a . ., —Records were en a>>ed on 8/30/201 IF slate. - ------------- DIVISION OF ENVIRONMENTAL QUALFIY Office of Pollution Control,15 Horseblock Place,Farmingville,NY 11738 Page 2 of 2 PublicHeam Phone(631)854-2502 Fax(631)854-2505 I _ I j ;yQ �� d Scanned with.Cam,Scanner X Suffolk County Department of Health Services Office of Pollution Control Petroleum Bulk Storage Inspection Form Facility Name: Cgtial One bank Reference k 88 Or❑Unregistered Facility Address: 54375 Main Road Southold,NY 11971 Reg.#: _LO 030 Inspection Type: ❑Compliance ZRe-lnspection (Docket# EE=16-7.09 Reconnaissance ElOther. Facility Contact Mike mato- Title: Facilky Contact Phone#: 516-297-6403 Email: Class A'Operalor Certification #•' 0 Class B Operator. Certification#: ❑ Review bate: Office File Review Address/Tax Map Search(Y/1): Y Additional Facilities at Site(Y"'. Operation Permit Fee: - Paid through 1/31/2020 / Over Due I Exempt Previous Iaspection(s)Reviewed(Y/,N): Open Violation Noted(Y/N): a)Notice of Violation Letter-(Y/N/NA): Notice of Violation Letter Located(Y/NINA): b)Enforcement Action(Y/NINA): Docket#: EE46-709 )&W ,t"Vf 1 . c)Reviewed w/Dureau of Enforcement: ❑NA ❑Request Hold m Ok to Inspect [:1 Appendix A Attached - Plan Review: Plan for Active Tanks Reviewed(YIN): Plan#s: #of Dispensers: Site Plan Available and Reviewed(Y/1): Open Plans(YIN): Plan#s: Facility-Level Information 1.Is the inspection announced or unannounced? 1(announced) / 2(unannounced) 2.Is the registration certificate posted at the facility? Y /N/ 1(no access) 3.Is the registration information current and correct? Y/N/I(expired registration)/2(unregistered facility)/3(unregistered tank) 4.Are all monitoring/observation wells marked and secured? Y / N / X(no wells) , Dispenser 'Di�nser Dispenser,Dispenser Ihs enser Dispenser Dispenser D 5.Have dispenser sumps been properly maintained? Dispenser Dispenser Y / N / 1.Accumulation of water/debris/ 2.No access /3.Sump required but not present 6.For motor fuel tank systems,with pressurized piping,are Di Baser °�G15e` Dispenser D' 'usr Dispenser Dispenser Dispenser Dispenser Dispenser shear valves properly installed and operable? Y / N/ 1.Inoperative valve/ 2.Improperly installed / 3.No access EPA Significant Operational Compliance: Release Prevention•(RP); Release Detection(RD) 1)RP&RD in compliance 2)RP violation,RD in compliance 3)RP in compliance,RD in violation 4 RPM both in violation ` 85)Not EPA regulated= H6)Not determined Inspector: Edward Geoghegan Inspection Date: 8/25/2017 , : DIVISION OF ENVIRONMENTAL QUALITY 'Office of Pollution Control,15 Horseblock Place,Farmingville,NY 11738 Page I of 2 publtclleatth Phone,(631)854-2502 Fax(631)854-2505 Scanned with CamScanner u., i I TANK COMPLIANCE INSPECTION DATA SHEET *************+,*+* PAGE 2 05/10/2018 Flle Ref No. : 18865 Req No 10-`0303 t permit Issued :02/01/2015 Facility CAPITAL ONE BANK Street 54375 MAIN RD Community SOUTHOLD, NY 11971 Phone (631) 765-2800 i Fac Operator: CAPITAL ONE BANK Mailing Addr: 54375 MAIN RD SOUTHOLD, NY 11971 ---------------- - ------------ - ----------- ---------------------------------------------i------------------- Status: 03 REMOVED Tank No: 3 Loc2 UNKNOWN Locl : 04 UNDER - OUT' I Capacity: 550 Units: 1 Gallons pecial Use: UNKNOWN Building: - Special Type: UNKNOWN Int Prot: 00 NONE Contents: 01 GASOLINE Sec Con: 00 NONE Container: 01 STEEL/ IRON Ext Corr Prot: UNMOWN Leak Det: UNKNOWN spill Prev: UNKNOWN Overfill: 00 Not Installed Fill Type: Dispenser: UNKNOWN pipe Type: UNKNOWN Pipe Loc: UNKNOWN i p Pipe Cont: UNKNOWN Corr Prot: UNKNOWN Pipe Leak Det: UNKNOWN ***++++*+++++++++++* ADD UNREGISTERED TANKS HERE - CONTINUE ON BACK Name of Insp/Eng: Date of Insp: Title: I Facility Rep: VIOLATIONS NOTED: [Y] [N] EPA SOC: 1) [ ] RP & RD IN COMPLIANCE 2) [ ] RP VIOLATION, RD IN COMPLIANCE 3) [ l RP IN COMPLIANCE, RD VIOLATION 4) ( ] RP & RD BOTH IN VIOLATION 5) [ ] N/A = NOT EPA REGULATED 6) [ ] N/D - NOT DETERMINED * BY * KEYED ON I I Scanned with CamScanner 16rispection Fort Facility Reference#: 18865 Inspection Date: 8/25/2017 ,,tii '}, aranitdan= - —�2a _ . .-_.:., sCTarikN, 2 stored 0 2 fuel or'1 O.Iran impressed current system is in use,has the system been / '•t,'oluaha mx(Gffilaa) 5 000 I X(no impressed Jcurrent system) i telovallcd 10/19/12 I oSubpmt 3 1(rectifier is as op-mtiotialy (rectifier does not be,o electrical power 24M I clock shows that erhas been tuned o SC U61,10 2 1,Is the impressed current system inspected every 60 days? ' - v - -•.�< _ v_� _ _ __— ._^._._ -_.....,�. 1'!N I X no i resscdcurrent fibii rc Information a --�° 1 at lean 2 of Inst 3 rendm ria available) sym A ,_. . 7.Was the tank property pemtnently laud or did it undergo a 22•For lined Cat t UST w the internal two ben ted s 8 gTM+pa ,iltvtge-/X(active periodically(i e.within 10 years of uutallation and every S years Y/N/X(octis a or temporarily ootofsetvice mnkY aeafler)? Y!N(eco rePon) t tank closed w/o notification) (UST not lined OR Cat.213 UST OR being invaded w/CPy S. if the tank system is cutof-senile,bas it been out-of-service for I([ming was inspected and fmlaly `�- dim 12 menths7 tin roecdwe ria a table Y!\/\actiie tank)![(Permanently dosed mak .lfcathodreany protected tank or piping was stratamotly 9.Were any spills observed?(Include respected releases ftm repaired.were CP systems testwwspected within 6 months or leaL detection equipment and uninvesdgnsed(av'ento y air! Y/N I X no CP systeatfstructurd cies) V/N 4.Were structurally repaired tack and piping tested for tightness ( 10.Hast tank top swaps been property maintained! within 30 days of repair completion? V/N(aceumalition ofpmdutt)/X(no sump) Mightness lest not required when internal inspection is conducted I faccurnalation ofwatuldelsis)/2 no access) after repair or ifweekly leak detection method is in uses) I11.Have spill buActs been properly maintamed? y 1 N/X no structural ) LL V/N' (accuandation ofpmduct)/X(no spill bucket)/ b tt2U5'C5 stem=LiakDchedoa. � N/A� 1 accumulation of w•ataldebris /2 no access 25.Is leak monitoring being perfomned7 12.1s the fill pean'mnl-colo ooded/rwak&d to identify the pm&cl 1 N! m the tank? (single walled,Cat 112 is tested for tightness l.. /N/X day tank /1 mcorrecrly color eodedtararkall cry 3 years/annually OR exempt suction pipingy f14 �ie 2 (weekly Irak deteclion records net maiamined)for thr 2 and 3 LIST systerus dna rhe UST syrtem mea (monthly operability records net maintained)(C�t 1UST system) (iotcrststal space on Cat.2/3 tanks or CaIM nk rem fe ping not monitored) a not corrovon•resivan1)/2(oro tank secondary containment) eak monitorin method is ina nate)eak look monitoring)/4(no overfill preention) Y Autocratic T k G>au`e=`(A7 Cil - � .__tl\f<l Q Qg act corrosion4esisraw)/6(no piping leak mooittainp�! -- ll port label)[ 6.Is the ATG(make&motel)on the National Work Gtoup on s-dult plansrdmwiogs missing or incomplueY Detection Evaluations(NWGLDE)Est? econdaryfor Cat 3 piping) 1N the soul prevention device(ie,spill bucket)present and 7.Is ATG set up properly to conduct leak testi!al7 /N/X unable to confirm(net present)/X(tank receives Q5 gallons at one timet 8.Did the ATG conduct leak tests wb2a the tank contained rhe metional-holes or cracks t /2 noaxas utinely highest level ofptoduet? 15.Is the overfill prevention device(La,automatic sbmofC high. Y I N etel alarm,hall Mont valve)present? Y/ N / - (tank receives Q5 gallons at me time/unable to verify) �'hl�nnal?ianit Gaiigi :.(IG)---_-- T 1VlI►'m 9.is tank aim appropriate for using MPG(<1000 gal,only)! 16.Is the overfill prevention device set to activate at an Y/N Pppropaste level? Y(n / 0.Do records indicate that btTG is be" " tank receives QS cellons at one time!®able to weri being���corxesd]l/ /N r17; rhe overfill es<5don device operational! 1.is MfG w t ble of IB"taeamement? (conk receives Q5 gallons of nae time) eq P��/N madeshutolinotoperational-devicemmperodwith/Kganging stick in drop tube) 2.>s Erie testis method on National Work-Icvd alarm not operationafy g Group on lAsk rm net audiblolvis"ble to driver) teeuon Evaluations(NWGLDE)list') Y I N af it no/o ranonal cause 3.is rightness testing commicted per manubcumees instructions? L((dram' aeI vapor recoveryis prcmt)/5(piping system is suction)! Compare test repatt with NWGLDE specifications for test valve on spt71 bucket is brokenlrmpamed by debris,causing oil Y!l+ valval IO HCL n5 as eine CON Vent 18.Are metal title system components in contact with soIl 4.IS line testing method conducted within the appropriate tion including fittings,connections,ere.)continuously Protected from frame? .onv ! 1(tes repos not submitted)/ /X(vat metal tank system components) (pressurized piping not tested annually)! (noo-exemptsuction piping not tested every 3 y cars) 1 tar 1F piping mB nents-Let,swing jointIIexcoonectors, "invmtdty11l9nitorinE(ItEgtiiredforUSTS}atems; H.__- ;___W,._ Po ata-are not isolated from the ground/ruhodieally protected) toriq bio"to%FuellKer cue for Relate), _ zNL ;.m 5�g0)� �; or err 13 tanb and Cat 213 pivine 35.Does the facility have adequate inventory records for metered (tank or piping does not meet corrosion protectionstandards) oinks storing motor fuellkerosene that will be sold ac part of a err ar frankrandCat n m commercial transaction? steel tank is not internally lincd'rmofitted with cathodic Y/N ( Y n r w i h items are de rcr¢nt� lectiony 1(..records)/2(no tank bottom water mcrsmcmentsy (meta! piping isnot retrofitted with c thotheprotection) (equipment not capable of 1/8'mcasutememy 19.LS the calhot5c protection system(far steel tank and piping (meter not cabbmted)15(no reconciliation of teem&)/ ems)tested eithin the required time frame and does it provide 6(improper reconciliabon)17 no investigation of discre N) -0ntmuous protection? Y/X(CP not required) ,,: _. rrnr 1(n0 CP test an aUter)12(no CP test on lanky `.66tinndwo`(ei/Yapor bltibli6 ng, (no CP test on piping)/4(records not maintained)/ 6.Is there a site assessment report indicating H (minimum protection not providedlfariled annual sttrmy)/ oration and number of groundwatedvapor 6(inadequate monitoring-not enough readings)/ tutoring swells? c (operator hes not completed appropriate cepa r in response to test Y/n(answcr'l'for questions 36-38) esvlts) Inspector Initials: E.G Side A Page 3 of 4 Scanned with C:arnScanner Inspection Date: g� 18865 SCTankM y �ay cc#: � 01 Facility Refer timed? Y a ptooitor+a8 bans Pf ® F on Faun 2 1.Is 9C r4�e�` is tested for tightness PBS T�1 nsPe� (Cei I Cat tanass lk stores No.5/6 fuel oilyUOIY OR �, � �p •� �d� I(moPa"nve system)/ records not mmmtautedy Y @Y Ql (Weekly l Q fecords not mdntain.W (,Woew. Spam em cat v3 tanker or GC 2/3 r A><I/'( � �ws�a 0FOB.1,all m8 meethod u imPPropnate) W60 "dV poad'� -o x 2.For Cat 1 UST systems,has tightness testing been conducted `044 d e•su�en pf0`° dun the lust 5 y /N(no test on either tank or Imey X eo _.ova+OW d by (exempt from tightness testing)/ , o •'�g,dr ,reosY a 1(no tank test)/2(no line test)/3(test report not submitted) b .4 AST. hens rtn,AIar) _ - - t 'I�eeo�- .For Cat 2 and 3 ASTM,does the AST meet standards? Nowd'vYeoarmypr E !X(Cat 1 AST) 9 Do" & 1(tank not welded steel)/2(no surface coating)/ I N (tank testing on sot?w/o cathodic proroction)/ (tank on grade w/o impermeable barrier)/ FfOp"IyPomen�ID as 5 (no leak monitoring between tank&barrier) 1•b�ATIG sem _ 1s the cathodic protection being evaluated regularly? 7 �mrm8) a. - ( NI X(no CP system required)/ _ _'Qi11RE0 1(no annual survey)/ i �� � SelakDerarm ALLY (no 60-day inspection for impressed currrnt systems)I 2.g rye AUD>e�t eod operational?/2(no attars) (records ni�not not provided/f ded annual survey)/ /h.(aatsa�)/I(Oil fid° eonduexed and ao� �„aalrty tear otthe ALIO Gem (operator has not completed appropriate repay m response to test ay7ahte7 is) /1(Dorewds) _ STs eaodactod Y — ---- - For A >I0,000 gallons(or ASTs<10,000 gallons within D SIR MA�� /7v(m tss �'�� 00 feet ofa sensitive receptor),is the secondary containment Saa9&OLD Bl '0 itately designed and in good condition? h,M SIR metdad m Nab lraoflOn F" /N(no secondary contai menty peMOM Evah-260135 rk s(r 5 (secondary containment not re quiredy methods? I(secondary containment not maintained)/2(inadequate design) N56 2l 6S! tom- ror.T — �- .For ASTs<I0,000 gallons that are using alternatives to gars AOperator anil is person /1secon�X nttainmenntt,are d/ DER-25 issues addressed? 5.Is there a dmilli ed ( req app' y aa6mudf I(equipment not maintained) 1 /N/I(authoured Chrss A Operator is not desigmatedy (desgaated Class A Operator is not suthmzedY 57.Are dike drain valves licked in a closed position? recardsceanssn V/N(unlocked)/X(no dike/discharge pipe)/ is dere a desgnated Class B Operator and is that person 1(no valve on discharge pipe) inabonzedl /N/I(andarized Class B Operator is not designatedY Does the AST have a gauge,high-level alarms high-level liquid (designated(lass B Operator is not authorizedy cut-off controller,or an equivalent device? (records aremsdm /N/ I(inoperative) 7.is there a simpated Class C Operator and is that person 9.Is the tank marked with design&working capacities and tank �sid? number? /N/I(traiecd Class C Operator is not dslgnated)/ /N/ 1(incomplete label (deag fisted Class C Operator is not trained)/ 0.Is a solenoid or uivalent valve in lace for n fed records arcnmssn mad W P grn tY -- -- _ for fuel dispensers? bpart2USrSyatemr-Closure /N/ ifthe tarok was permanently closed or underwent a chi ml; in- (AST system not storing motor fuel or dispensers not gravity-felly is within the last 3 years,was a site assessment performed? (inoperative)/ Y/N/X(mot applicable)/11(site assessment is ina*ua(e) (valve not adjacent to and downstream from the operating valve) uh 3 UST S terns _ - oN/A 1.Is a check valve m place for pump filled AM withremote,.oaoa „s? I For Cat 2 and 3 UST systems,does the UST system meet /N/X(no remote fill)/ 1(inoperative) indards? Ir /X(Cat I UST system) 62.Is an operating valve in place on every line nth gravity head? rot.haw a the tall-evrrn q)/2 /N/X(no gravity head on line)/1(inoperative) aak not cortosiom-resistant)/2(mo took secondary containment io tank leak monitoring)/ 4(no overfill prevention)/ Does the facility conduct monthly inspections for all AST 'Ping not corrosion-resistam)/ stems? I1`018 leak momtormgY 7(no fill port labely /N/I records not maintain )as-built tans/ s mvssin or incom le to .Does the facility conduct ten-year inspections for Cat.'I Is cathodic protection for steel tank and piping systems ASTs? °red anaaally? X V/N/ 1(no CP test on either)/X(CP mot requ red)% X(not required per Part 6134.3(ax I yin)OR Cat.713-AST systemy CP test on tank)/2(no CP test on pipmg)/ rids not maimamed)/ 1(records not maintained) 'mars'Protection not Provided/failed annual survey) 65.Does the facility conduct tightness testing at ten-year intervals legoaic monitoring-not enough readings)/ for underground Cat 1 piping? error has mol completed appropriate repair in response to ted Y/N/X(Cat.2/3 piping)/ 1(test report not submitted) Xtor Initials: E.G Side B Page 4 of 4 ea �� Scanned with CamScanner it s f Suffolk County Department of Health Services ° Division of Environmental Quality Office of Pollution Control I Toxic/Hazardous Material Storage a g Notice of Compliance Status Facility Name: Capital' One Bank Facility Reference#: 18865 Address: 54375 Main Road Southold, New York 11971 The referenced facility was inspected on 8/25/2017 for compliance with Articles 7 and 12 of the Suffolk County Sanitary Code and 6NYCRR Part 613. 0 The facility was found to be in compliance. ❑Compliance status could not be determined onsite. You will be notified of status following an office review. ❑The following violations were noted during the inspection: SCMitist Tank# Other Violations Inspection Notes n 1 1 All violations must be corrected promptly.Keep records demonstrating correction of violations and contact Department whi corrections are made. Consistent with Article 1 of the New York State Public Health Law,Article 2 of the Suffolk County Sanitary Code provides that any violation of or failure to comp with any lawful notice,order,provision or regulation of the Suffolk County Sanitary Code,the State Sanitary Code or the Commissioner of the Suffolk Cour Department of Health Services may be subject to the imposition of'a civil penalty not to exceed two thousand($2;000)for a single violation Violations of 6 NYCRR PART 613(New York State Petroleum Bulk Storage Regulations)shall be subject to civil,administrative and/or criminal penalties up $37,500 00 per violation per day as set forth in Article 71 of the Emironmental Conservation Law. The current compliance status does not necessarily resolve existing or pending enforcement actions brought b epartme Inspector Name: Edward Geoghegan Inspector signature: Facility Representative Name: Maijed Facility Representative Signature: I DIVISION OF ENVIRONMENTAL QUALITY U: Office of Pollution Control?15 Horseblock Place,Farmingville,NY 11738 Page 1 of Phone(631)854-2502 Fax(631)854-2505, PublfcHelkh 1 r I'a oat I Scanned with CamScannerovj::- .' s„5,• . FENLEY &NICOL ENVIRONMENTAL 0� LIEUTER ������D�OTQIa i . 445"Bro6k Avenue DEER PARK, NEW YORK 11129 ; DATE Joe NO (616) 586.4900 ATTENTION( { TO v� o RE WE,`ARE SENDING YOU ❑ Attached ❑ Under separate cover via ' the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples, ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES AT NO. DESCRIPTION 41 THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as,submitted ❑ Resubmit ' ' copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE X19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS 574S 23 SEP 7' 2012 rip Z2 - COPY TO SIGNED: it enclosures an not as noted,kindly notly us at once. i :>.. J - Scanned with CamScanner..b L OFFICIAL USE ONLY New SUFFOLK COUNTY.DEPARTMENT OF HEALTH SERVICE -Fac.-Ref:No: - - Change - - - -- TOXIC LKIUID STORAGE REGISTRATION FORM 16-1- Add — cc Principalrope Tax Code .District Section Block . Lot j t Facility Name No. Street Community - State Zip p .3 ita� I .�r/lL' y3Tf o?f/n rGQ .�7f�ol A.),X 11971 7 S LVol Tank Owner No. Street Community State Zip Phone No. C 7r lsoamke-1*4 1W 1/*71 - - _ rite,mar-1. number in left column-- Designates cathodic-protection o SINGLE DOUSE DISPENSE FILL WALLED WALLED OFFlCIAI. �n CAPACITY (GALLONS) °C USE ONLY +5} 4T)i (— Other Material (Specify) Upon Doo R9'AMboi` I certify that Information on this application-and all attachments have been reviewed and that, based on my Inquiry of those Receipt No.0 persons immediately responsible for obtaining the information contained In this application, I believe that the Information is true, accurate, and complete. I,understand that false statements made herein are punishable as a Class A misdemeanor Amt,gf pursuant to Section 210.45 of the Penal Law. ril— D /Z. PrintGC D Signature Title (�/'L drx3plPr !o /� - JAN 8 2013 ,q j HMM003 Rev 2/88 +.-:e:-..ai.• �; '-- r. ■trio u•.....n. u.w,.......w.n......«.w �..�.u._---_._ .., - L M OFFICIAt.USEONLY New _ N SUFFOLKCOUNTY DEPARTMENTOFHFIILTHSERVICE Fac.Ref.No. Change _ E TOXIC LIQUID STORAGE REGISTRATION FORM O Add M r no pa roperty Tax Code ,District Q Section b , O Block Lot , [ Name No. Street Community State Zip Phone No. .3 .'O EF5=�7111tyy f.1 A) 11971 ?loS L c - - -- Tank Owner- _ ___, -- __-- -- ---No.- _ -- -- Street_-_-- __-- --- _-- Community-Community — _State--- - , Zip _ -- _- ----Phone-No.-- M ,fes �•9�k�Q 7f ,�.i.,� R� SPvV�/� WOO/ ,!�7�/ - -- -- n Write mat'I. number in left column '- Designates cathodic protection o SINGLE DOUBLE DISPENSE FILL WALLED WALLED _ OFFICIAL LL rr CAPACITY USEONLY (GALLONS) q tt l IL Other Material (Specify) - 1111 Ila M-cr, t)poN Doo a�WK 0 ff AS �.;'D tOs A I certify that Information on this application and all attachments have been reviewed and that, based on my inquiry of those Receipt No. persons Immedlately responsible for obtaining the Information contained In this application, I believe that the information ' is true, accurate,,and complete. I understand that false statements made herein are punishable as a Class A misdemeanor Amt�t .� pursuant to Section 210.45 of the Penal Law. Datpy,,4 �,iZ Print mA F-iSignature /� Title 77 rt olc - JAN , 8 2413 HMM003 Rev,2/88 n�� r ♦ .t �*t SLS �•> '. �v tiy:v'f cavi�•r �a ..S���l♦ A _ • � n a ` IL's �y '�,� ��w .•�, r» JJ y� \ .sem" �'' ��' 1� �t L '�•, L wl •' �� i i I ItQ th .`• Ira 4. -� �: ! 'N •. - _ f ` y���u*li_ � a. �,jjl�Ir�•LL•J�,\9� ,r t *y� -�;��t� � �•Wall . � - �.r i. •• j �a-'�� - ,-1TO BE REMOVED \� ♦ � � tip.. � 1'►•t ya, ��. IV fr 1.4 1y{.�, „-tti�'`'-,'.� �,J� i; �, _ .f' '•- !'' Y °„�yJ,� , ,fir�,` t 'i ���¢•�� L-'�'�.!�1-�=�, L�Y1"°�; �i�0� eT ,+ • -r tE � t i. ."� y.s. � � f''' is• �r�i�' '� " •� ' ��:` � f .•� �4V����'a. .� FIGURE i I ' Ij • 1 ' CAPITAL • BANK 1 PROJECT MGFt EA-mmi MAIN ROAD AND YOUNGS AVE SOUTH • FLE*mE• • 1 • • .Aj y0 OFFICIALUSEON LY New J V Change SUFFOLK COUNTY DEPARTMENT OF HFJILTH SERVICE Fac.Ref.No. O nl Add TOXIC LIQUID STORAGE REGISTRATION FORM v t Principal rope BlocZLot 4- Tax Code District OOSection Community State Zip Phone No. Facility Nae No. Street - -- - - - . /ifyE�9�i� ��� - 37S/jl9in�� -- — --� No.hone Community State ZIP P _ v Tank ORyner No. Street y37J 9•� 4.400 Write mat'l. number in left column '- Designates cathodic protection ' SINGLE DOME DISPENS FILL 0 WALLED WALLED OFFICIAL cc z USE ONLY CAPACITY (GALLONS)- EPAIlk PQ S Other Material (Specify) .m I certify that Information on this appilcation and all attachments have been reviewed and that, based on my Inquiry of those Receipt No--am persons immediately responsible for obtaining the Informatlon contained In this application, I believe that the Information Is true, accurate, and complete. I understand that false statements made herein are punishable as a Class A misdemeanor Am Fe !SQ - pursuant to Sectlon 210.46 of the Penal Law. �) �} Date Print Nam e�� ly0le Signature , , G t/y t1�' TI le I� A �-/3'/Z ' HMM003 Rev.2/88 -i r►�L�/ LG i'L. a-aea•..a/aa ,i i i I //p�� nn _ 1 APOT WLS ONE o QNKm...'s'e. ...........�3 o`!l3 IN ROAD&YOUNGS AVENUE, SOUTHOLD,N.Y. ' J \•� i BeIR 4R j � y KEY MAP �C I i •:,.:.>rse.�:P;'::"....�......e..�.... xP rr os�it'��7 S c PROJECT !TITLE I AREA OF z_ ! i `�6 WORK HEATING OIL STORAGE pP� I »=: J TANK REPLACEMENT w 1.;:dam:.�o� -•=- AS-BUILT DRAWING a z rmm,N sonlauO Z En 2 � Emfronmentsl, .ed a --•- _ --.,....-.._ 1 ,.,-.> ,o o «���� °��o ® - -�••__ I I�_ ? sc rAAw 1i0°°c. ergo mao Itmeaoo y -we O• •i ... .V.. •"'- 1 _ ,�I�el INOUTOURAWIN6,4 (APirAt OE •1 1 VI Oyu TITLE PAGE WI KEY MAV AND SITE PLAN • -`•�••-•---� I BCR B.Yr 11-•••i A.I tEW TA1A LATOUT MID EOIiPMENT UST E �• T.I TANL"T"S P-1 PMR SUM°EWP'SXT LATOUT 1 III Pt S1Y'P I "— 6vM+Ort ST44 S8�y� AiA;9 1t1L1L.N_ I MAIN STREET (NYS RTE 25) PROJECT TITLE,KEY MAP CV-1 r— AND SITE PLAN Scanned withIC-amScanner AS-BUILT DRAWING Fnaronm,�entoerinn tz .•-_ "'""' PIPING SUMP LAYOUT __ _._...:_-• AND P-1 - J"I PIPING DETAILS ICat`'}. .:if_h4 rATEDcl pEi4{9 _.—__^• s L., Scanned witK GarnScanner — �I �- SOC iRCC�RS �WEW-NE1V 5000 dLL1[1N fI/R OL iAMt e �-�._.._ _- �...n o sR...,_.—~_ _ � 1 *'♦ l e uw.eu.art, .r.a.,w _. ..- r,� V g H AS-BUILT DRAWING — 7Ri• El7mmenfalIOc. s r�wrau nsA Rr,pie+mo �NE -- .TION __^ -raw_�atoo 0/utW WEL aL tML( TANK BED EXCAVATIO]DETAIL °rroar" �jANK AND PIPING DETAILS T-� UrE.,11112 I%TNL[Mr�CrELdCET11i5_ I I 1 � I Scanned with CarnScanner I LI API LtC=COME ESL PORT IEOENO J1ME: Lis or UTNW(jj',t•/WT AND PROPOSED P"W OMALLA—M! t / AS-BUILT DRAWING :v� a� Enenfa.Ina ',ec _ "'` r— �•°�� ° I___—__� .__u.c�t S't+ lett§ia — - ce a — - -- J ----•• TANK LAYOUT ELEVATION AND A ? I L EQUIPMENT LIST Scanned with CamScanner SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPLICATION FOR Gal CLOSURE OF UNDERGROUND STORAGE TANKS I' S 'P 411W.L j�4 6j;14 1 L1;1 1,L JI 0 MAU V =11 4 J-".jz'o� C'j 3'��A.1 7";INM P i-Lt:N 91 1 801" a 0 il!�J. LAO W W to 1 rop"Tax Section econ BlockF0_ Map Number fiLot Ij Facili!y Name j / L40 /_rd� 040T 41)L Physical Address v id Community State Zip 7-5- ~,v IX-4 ��rl , I NY 119711 Pro oertv Owner's Name I Phone Number Fax Number w'Of/ow I A-?I ?G5__ .1�bbc) I Mailing Address Community sta��j zip 11071 Y.3 7-5- 0141,ov Contact P rson E-mail Address Ae ConsultantlAgent if applicable) j Phone Number Fax Number X 596 VF2X9 Zip Mailing'Add%ss Community State /! 72 Corltacterso E_n11.a;i11Pd 407S Fof Abandonment Requests,describe why that the tank(s)cannot be removed and provide upporting documentation (List all tanks to be removed and abandoned on the back of this form) ' n o� 0 0 6 " 0- it q A 1> I Certify that all informa. supplied hereon and in all attachments is true to the best of my knowledge. ey— I�� /7'd/ _ 9��- �z ` I Applicant 7'dle- Applicant Signature Print Name Date Approved E]Abd­ Date Abd. Request 4 Request De See reverse side for required additional information. Page I of 2 IF Scanned with CamScanner l INSPECTION REQUEST FORM CONTRACTOR: r/l/ PHONE: S194-y,goo LOCATION:cApT.j- S NE sy37 S M,4b1J go S.60T740,0 /Uy FR#: 14 Y6S TANK REG#: 1a o 03 HM#: Date Received Ins tion TYPO Inspection Date Inspection Time Pass/Fail o✓� qlllltL .z,-, An r i r � r CONFIRMATION#: RECEIVED BY: N(.S• i DEC Nottfic3: Y I (J=aut ��=rsaZI—vrx; uzfnuLuA:-- --- ----------_. _ 3.WERE ALL ASSOCIATED PIPES AND VENT LINES REMO –(3j�LhL(Tf Ne;a Tlai�b}— ' I i 4.NAME OF CONTRACTOR: F"tAl Site Sketch: a3 v 6 T r u N e-AP. oN- A V E AA 1,42 o A Copy of This Document Was Given to. ti er's Representative Inspector; Inspector's Signature: j OFFICE USE: SCDHS Spill Number: Spills Key-, i 15 HORSEBLOCK FL.,FARBll10W LF, .Y.11738-Inn FAX:(631)W-MS TEL'(631)SU4501 i e ® Scanned with CamScanner J�,� SUFFOLK COUNTY DEPT.OF,HEALTH SERVICES „s SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES DIVISION OF ENVIRONMENTAL QUALITY OFFICE OF POLLUTION CONTROL TANK g MOVAL CITF.CKLYST FILE REF NO:I A6I�_ REO NO: ie-nlol DATE: 4 Ilk III FACH-I TY NAME: -^P.rPj FACILITY ADDRESS: Sys 9 s* Af41 u Ry too-rRojo A)r SCTM# SITE GPS TANK# LOCATION CAPACITY CONTENTS I MATERIAL Lmogg,Qwr sn G W o11IA f PLO- STc ri 1.CONDr1TON OF TANK AND PIPING:(Note any holes) Alli SMALL k /UorE�'J/dl 1r - �Q 1,AV t'I P - 2.WAS CONTAMINATION NOTED WITHIN EXCAVATION? Y /© v All Material Removed Under SCDHS,Supervisio ' Approximate Amount Of'Contaminated oil Removed: cu yds/tons/drums r 'Fof Was Ground Water Impacted: Y DER DEC Notified: Y 1@)(1-800-457-73652)) DEC I umber: ' rC. WINC 3.WERE ALL AsSOCIATED PIPES AND VENT Lnes REMO D? orexplain) , ENG rio �s c ON r 4.NAME OF CONTRACTOR: F tll/ Site Sketch: GAS - (v "'S 9 1` U N - G 4AP 0N� A V E ® I -o U A Copy of This Document Was Given to. a er's Representative Inspector: Inspector's Signature: OFFICE USE: 5SjCDHSES ill Number: S ills Ke . 15HoRseetoac PL,FaRMwovrue, Y.11738.1220 - — -- Fac:(831)854-2505•TEL:(631)854-2601 ;. ►ora, �� Scanned with CamScanner,,,ry *ttttt*****tttt TANK COMPLIANCE INSPECTION DATA SHEETPAGE 2 tt**i#t#it*ttti#t 07/07/2015 File Ref No.: 18865 Reg No 10-0303 Permit Issued :02/01/2015 Facility CAPITAL ONE BANK Street 54375 MAIN RD PO BOX 1354 Lt V�Lw '5V-*kf Community SOUTHOLD, NY 11971 Phone (631) 765-2800 Fac Operator: CAPITAL ONE BANK Mailing Addr: 54375 MAIN RD PO BOX 1354 SOUTHOLD, NY 11971 ------------------------------------------------------------------------------------------ --------=--------------------------------------------------------------------------------- Tank No: 3 Status: 03 REMOVED Loci : 04 UNDER - OUT Loc2 UNKNOWN Capacity: 550 Units: 1 Gallons Special Type: UNKNOWN Special Use: UNKNOWN Building: Contents: 01 GASOLINE Int Prot: 00 NONE Container: 01 STEEL/ IRON Sec Con: 00 NONE Leak Det: UNKNOWN Ext Corr Prot: UNKNOWN, Overfill: 00 Not Installed Spill Prev: UNKNOWN Dispenser: UNKNOWN Fill Type: Pipe Type: UNKNOWN Pipe Loc: UNKNOWN Corr Prot: UNKNOWN Pipe Cont: UNKNOWN Pipe Leak Det: UNKNOWN ###*#****#####**##*# ADD UNREGISTERED TANKS HERE - CONTINUE ON BACK********************* Date of Insp: q'g-15 Name of Insp/Eng: ,,rv�Q� Q , Q,( Q Facility Rep:'4—innu Title: SAW VIOLATIONS NOTED: - [N] EPA SOC: 1) [ ] RP & RD IN COMPLIANCE 2) [ ] RP VIOLATION, RD IN COMPLIANCE 3) [ ] RP IN COMPLIANCE, RD VIOLATION 4) [ ] RP & RD BOTH IN VIOLATION U - 5) CV.V N/A - NOT EPA REGULATED 6) [ ] N/D - NOT DETERMINED ttittt**tt**#ttt**t*#i*##tttttt#tt**#*gt t#*tttti#itt#tttttittttt #*#**##t#it#i***#*tt*## 18 * KEYED ON BY *tttti#**t#*tt*t#***tttitttiiti*##itt**#ttttt*ttttitt*tt*##ttt i#t#t*tttt*ttt#*#**i#tt* �aCnli�eg � rY1��c, �imo�tb 51b- nar7-Gqo3 we Md.aMato 00 i-ak IV.wyn Scanned with CamScannere ;, rr+rr++++rrr+rrrrrr TANK COMPLIANCIC INDPRCTIOM DATA ©HNST rrrrrrrrrrrrrrrrr PA01 1 07/07/2015 File R02 No. : 19865 INQP TYM TANK ANNUAL ( � Reg No : 10.0303 TANK RN3NAP (� Permit Issued :02/01/2015 TANK R®CON Facility t .CAPITAL ONE BANK Street : 54375 MAIN RD PO BOX 1354 Community : SOUTHOLD, NY 11971 REINSPECT T Phone : (631) 769-2600 Fac Operator: CAPITAL ONE BANK Mailing Addr: 54375 MAIN RD PO BOX 1354 SOUTHOLD, NY 11971 - ---- -------------------------------------------- ...e..... 1000 061.00 002 012.002 Inspection Zone: 2 - Rank:,d05 . .................................................................... TnkI Tank Tank Contents Off PO Date Last Insp No Location Capacity Use Issued Rmvd Inep, Cods ... .------------------------------------------------------- ........................ UNDER ( OUT 15000 1#2 FUEL OIL 112REM I 108/29/12108/29/12181 2'1 ER OUT 15000 1#2 FUEL OIL, 117P 110/19/121 I 31UNDER OUT 1550 1GASOLINE 112REM - I /109/11 121 / / 09 11 12IR1 1 I I I I I I I I J Tank No: 1 Statue: 03 REMOVED Locl 04 UNDER - OUT Loc2 : UNKNOWN Capacity: 5000 Units: 1 Gallons Special Type: UNKNOWN Special Use: UNKNOWN Building: Contents: 02 #2 FUEL OIL Int Prot: 00 NONE Container: 01 STEEL/ IRON Sec Con: 00 NONE Leak Det: UNKNOWN Ext Corr Prot: UNKNOWN Overfill: 00 Not Installed Spill Prev: UNKNOWN Dispenser: 02 SUCTION Fill Type: 01 PUMPED' Pipe Type: UNKNOWN Pipe Loc: UNKNOWN Corr Prot: UNKNOWN 'Pipe Cont:, UNKNOWN Pipe Leak Det: UNKNOWN Tank No: 2 Status: 01 IN SERVICE Locl 04 UNDER - OUT Loc2 05 UNDERGROUND Capacity: 5000 Units: 1 Gallons Special Type: 00 NONE Special Use: 08. ON-SITE HEAT Building: Contents: 02 #2 FUEL OIL Int Prot: 00 NONE Container: 06 FIBER REINFORCED,PLASTIC Sec Con: 07 SECONDARY WALL - FIBERGLASS Leak Det: 01 (DWP) ELECTRONIC LEAK PROBES Ext Corr Prot: 00 NONE Overfill: 01 Installed Spill Prev: 01 SPILL/FILL BOX AND/OR SUMP Dispenser: 02 SUCTION Fill Type: 01 PUMPED Pipe Type: 09 FIBERGLASS (FRP) Pipe Loc: 05 ABOVEGROUND/UNDERGROUND COMBINAT Corr Prot: 00 NONE Pipe Cont: 09 FIBERGLASS (FRP) Pipe Leak Det: 01 ELECTRONIC LEAK PROBE ONLY 4 L, r, : j -:ilScanned with CamScanner r SUFFOLK COUNTY DEPT.OF HEALTH SERVICES ' APPLICATIM /IsIs TANK COMPLIANCE INSPECTION DATA HET ********** PAGE1 08/21/2012865 INSP TYPE: TANK ANNUAL -0303 . WM-RE1XS,2md_/01/2010 TYA�M��C RECON 7l Facility CAPITAL ONE BANK Street 54375 MAIN RD ; Community SOUTHOLD, NY 11971 Phone (631) 765-2900 Fac Operator: CAPITAL ONE BANK Mailing Addr: 54375 MAIN ST SOUTHOLD, NY 11971 ------------------------------------------------------------------------------------------ 1000 061.00 002 012.002 Inspection Zone: 2 Rank: JOS ------------------------------------------------------------------------------------------ Tnk Tank Tank Contents Off PO Date Last Insp NO Location Capacity Use Issued Rmvd Insp Code --17�----- ---------------- ------------------ D DER OUT 15000 102 FUEL OIL 186M 1IrL41 1 Q e�I '0 I •21ILNDER OUT 15000 1#2 FUEL OIL II Ta No: O1 Status: 01 IN SER C LOcl 04 UNDER - OUT oc O ` - ®C+, 2 Z0� Capacity: 5000 Units: 1 Gallons con 4. Special Type: UNKNOWN Special Use: UNKNOWN Building: )V Contents: 02 42 FUEL OIL Int Prot: 00 NONE Container: 01 STEEL/ IRON Sec Con: 00 NONE Leak Det: UNKNOWN Ext Corr Prot: UNKNOWN Overfill: 00 Not Installed Spill Prev: UNKNOWN Dispenser: 02 SUCTION Fill Type: 01 PUMPED Pipe Type: UNKNOWN Pipe Loc: UNKNOWN Corr Prot: UNKNOWN Pipe Cont: UNKNOWN Pipe Leak Det: UNKNOWN Tank No: 2 Status: 10 PROPOSED Locl : 04 UNDER - OUT Loc2 05 UNDERGROUND Capacity: 5000 Units: 1 Gallons Special Type: 00 NONE Special Use: 08 ON-SITE HEAT Building: Contents: 02 #2 FUEL OIL Int Prot: 00 NONE Container: 06 FIBER REINFORCED PLASTIC Sec Con: 07 SECONDARY WALL - FIBERGLASS Leak Det: 01 (DWP) ELECTRONIC LEAK PROBES Ext Corr Prot: 00 NONE Overfill: 01 Installed Spill Prev: 01 SPILL/FILL BOX AND/OR SUMP I Dispenser: 02 SUCTION Fill Type: 03 GRAVITY Pipe Type: 09 FIBERGLASS (FRP) Pipe Loc: 01 UNDERGROUND ONLY Corr Prot: 00 NONE Pipe Cont: 09 FIBERGLASS (FRP) Pipe Leak Det: 01 ELECTRONIC LEAK PROBE ONLY 3 y°!� STC Gesou.�r e4S,;%)taorp& 74A)F - No ZeWL A10 � 0 �41��A4 Co�PE/L LINA Scanned with CamScanner ���r1A 1 '1�g4�C�rid►n �a('o_15 COUNTY OF SUFFOLK DEPARTMENT OF HEALTH SERVICES SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES DIVISION OF ENVIRONMENTAL QUALITY OFFICE OF POLLUTION CONTROL NOTICE OF VIOLATION Issued to (Company) Ref.# ���05 (address) �►� 3'�5 Mdi,n �� S011Wtolr� delivered to On (date,time) '14-15 J TAKE NOTICE THAT,you were found on this day in violation of Article 12 of the Suffolk County Sanitary Code because of the following deficiencies: ( ) Tankage Use w/o Final* ( ) New Owner/Not Registered ( ) Unregistered Tankage* ( ) Operating Permit Not Posted ( ) Unpermitted Modifications* ( ) Product Spills QQ Liquid and Product in Sump In SPm No Color Coding/Label A0+QIAV-'�aQ�n� ( ) Overfill/Device Failure* ) Missing Equipment eq4inied (� Qe) ( ) Leak Detection Alarm Failure* ( ) Excess Drums ( ) Improper Outdoor Drum Storage* ( ) No Cathodic Protection Test (�Q MonitoringtVOWLogs N.A.* ( ) Other *Immediate Fines TAKE FURTHER NOTICE THAT, pursuant to Article 1 of the New York State Public Health Law,Article 2 of the Suffolk County Sanitary Code provides that any non-compliance or non-conformance with any provision of the Suffolk County Sanitary Code shall constitute a violation,punishable on conviction by a fine not exceeding$500 or by imprisonment for not exceeding 15 days or by both. V TAKE FURTHER NOTICE THAT, Article 2 of the Suffolk County Sanitary Code provides that any person violating its terms or a lawful order or regulation made thereunder,shall be subject to a civil penalty of not more than W000 per violation for each day such violation continues. Issued by nr r arida malTy� � G3►-�5� � a5�s Qlmolnda•�cl��� �o1►�coan�yn . Rev.March 2001 + Scanned with Cam.Scanner t. SUPPLEMENTAL TANK INSPECTION INFORMATION,SHEET J File Ref.#• 1$ Inspection per: Ins tor. Facility Name/Address/Telephone#changes* Fac.OD.Name/AddresslTele hone#Changes* a Tank Owner Natne/AddreWrel hone#Changes" SCTM#Change: Rank Change: *Submit regishmdon form with char es;No Fees _ *•Submit complete 'registration fora with fees INSPECTION NOTES Tank# Imp.Code a Fb dud lyl W111 bUtkAjf' r o WC i o ICIA Al Scanned with-CamS.canner COUNTY OF SUFFOLK o STEVEN BELLONE SUFFOLK COUNTY E)EGUTM DEPARTMENT OF HEALTH SERVICES JAMES L TOMARKEN,MD,MPH,MEMA MSW COMMInloner Ms Joyce William March 4,2015 Capital One Bask 90 Pads Avenue,41hFloor New York,NY 10038 ,to: Capital One Bank (File Reference#18865;SCDHS ID#10-0303) 54375 Main Road,Southold,NY Dear Ms.Williams, On February 26,2015,a reFe=ta&e of this departmert performed gad inspection at the referenced facility.This inspection revealed the following SC Tank#2(5,000 gallon#2 fuel oil):Tank fills must be color coded according to"API" standards.If IIO standards apply,then the fill pipe must be clearly labeled with the contents of the tank. The fill spill bucket retained a mixture of product and/or water which needs to be removed immediately. These spill prevention devices should.be maintained in a"dry"state, When fill buckets are are pumped, records for the disposal of the liquid must be maintained at the site for review upon request' A re-inspection will be made after 30 days to verify that the above items have been conectaL Failure to comply with this directive will result in the issuance of a violation and possible fines. please contact me at 631-8542501 if you have any questions regarding this correspondence. Very truly yours, Walter T.Petrule Associate Public Health Sanitarian Office of Pollution Control MOWN OF EIMRONMENTAL QUAUTY OFFICE OF POLLUTION CONTROL-15 HORSEBLOCK RAM FAMNOVIIIA NY 11738 P�io PHONE®63j4L%-25MIPAX#6314544505 y� .. f 1" , _ . , Scanned with CamScanner / #a#aataaat TANK COMPLIANCE INSPECTION DATA SHEET attattatttiaatRai PAGE 2 01/07/2015 19865 y� = 10-0303 NC Issued 102/01/2010 cility CAPITAL ONE SANK is 54375 MAIN RD Bnity ; SOUTHOLD, NY 11971 08boe;WpA (631) 765-2900 Bac operator: CAPITAL ONE BANK Mailing Addr: 54375 MAIN ST SOUTHOLD, NY 11971 ------ -------------------------------------------------------------------------------------- Tank No: 3 Status: 03 REMOVED Locl 04 UNDER - OUT Luca UNmoWN Capacity. 550 Unite: 1 gallons Building: Special Type: UMOWN Special Use: UNKNOWN Contents: 01 GASOLINE Int Prot: 00 NONE Container: 01 STEEL/ IRON Sec Con: 00 NONE Leak Det: UNl0Di0WN Ext Corr Prot: ! MUMOW Overfill: 00 Not Installed Spill Prey: Dispenser: UNINOWN Fill Type: ! - Pipe Type: UNKNOWN Pipe Loc: UPipe Coat: �UNIMOV8 Corr Prot: lmo= Memo= , pipe Leak Dat: UNINOWN ADD UlatEdISTHRED Tie= I RB - CONTE ON BACK #iaAA#aai#iitAi#iiiaA I I I I I Name of Insp/Eng: Y,► Date of Insp: Facility Rep: PQ�� �f Title" (� Q�'!✓ +i#tAii++i#AAstAAtAiiaitt#At## At#taiit#iiA+iii+iiiiiiii+iAiiii+aii+i*i##aiiiiit#ti#rata VIOLATIONS NOTED: Y1 [N] i#iia+iiitiii+i++iA*iii*iii#*+ ****##iilitAiiAtiiaatiiiiiiaiiAiaiiatait####taii#i#AAiA*� SPA SOC: 1) [ 1 RP & RD IN COMPLIANCE 1) [ 1 RP VIOLATION, RD IN COMPLIANCS 3) [ 1 RP IN COMPLIANCE. RD VIOLATION 4) [ 1 RP & RD BOTH IN VIOLATION 5) % N/A - NOT EPA REGULATED j 6) [" ]—N/D - NOT DETERNLLm aaiaitiiiiAaittiiiaiAitataaiaiiiAaatirttitiitaAaiA*t**iai#iaa taitttait#aiaaatt#aaaaai a ENTERED APR 13 2M * KEYED ON BY i#ttatattataAi##taatttitaatattaiitaaaataaaaiai#rataAtttitatttt #aaaaaaaitraataa#tttatlt i { Scanned with CamScanner 'I ',++�ttttttrttttt TANK COMPLIANCE INSPECTION DATA SHUT ttttttttttttttttt PAGE 1 01/07/2015 ---�� le Ref No.: '19865 INSP.TYPSsvT�ANNUAL "[ ) : 10-0303 TANK R33NOPso [ ) 1�°g t ISsued :02/01/2010 TANK RECON [ ) pacility : CAPITAL ONE BANK street s 56375 MAIN RD ty : SOUTHOLD, NY 11971 Phone : (631) 765-2800 Fac Operator: CAPITAL ONE BANK Mailing Addr: 54375 MAIN ST SOUTHOLD, NY 11971 ------------ 1000 061.00 002 012.002 , Inspection Zone: 2 Rank: JOS --- --------------Tank -----Tank Contents ---- -------�------ Tnk OffDate Last ISP--- No Location Capacity Use Issued Rmvd, Iaep Coale ----i--- I JIUNDER OUT 15000 I#2 FUEL OIL 112M M 1 I08/29/12i08/29/121R1 1 I OUT 1 1 II, ' 1377P term I . LQ2rllR i5000 i#2 FUEL oI I 1 I lay 51 F6T _ I 1 31UNDER OUT 1550 IGASOLINE 112REN! i 109/11/12109/11/121R 1-1 Statue: 03 REMDVED Tank No: 1 LOCI : 04 'UNDER - OUT Loc2 UNKNOWN Capacity: 5000 Units: 1 Gallons Building: Special Type:- UNKNOWN Special Use: UNKNOWN Contents: 02 #2 FUEL OIL Int Prot:1 00 NONE Container: 01STEEL/ IRON Sec Can: 00 NONE Leak Det: UNIGNOWN Ext Corr Prot: UNKNOWN Overfill: 00 Not Installed Spill Prev: UNKNOWN _ Dispenser: 02 SUCTION Fill Type: 01 PUMPED Pipe Type: UNKNOWN Pipe Loc: UNKNOWN Corr Prot: UNKNOWN Pipe Cont: UNKNOWN Pipe Leak Det: UNKNOWN Tank No: 2 Status: 01 IN SERVICE Loci : 04 UNDER - OUT Loc2 05 UNDERGROUND Capacity: 5000 Units: 1 Gallons Special Type: 00 NONE Special Use: 08 ON-SITE HEAT Building: Contents: 02 #2 FUEL OIL Int Prot: 00 NONE Container: 06 FIBER REINFORCED PLASTIC Sec Con: 07 SECONDARY WALL - FIBERGLASS Leak Det: O1 (DWP) ELECTRONIC LEAK PROBES Ext Corr Prot: 00 NONE, Overfill: 01 installed Spill Prev: 01 SPILL/FILL BOX AND/OR SUMP Dispenser:, 02 SUCTION Fill Type: 03 GRAVITY , Pipe Type: 09 FIBERGLASS (FRP) Pipe Loc: 01 UNDERGROUND ONLY Corr Prot: 00 NONE Pipe Cont: 09 FIBERGLASS (FRP) Pipe Leak Det: 01 ELECTRONIC LEAK PROBE ONLY Scanned with CamScanner