April_5,_2016_-_Packet

APRIL 5, 2016 CDA RESOLUTION LIST: CDA Res. #4 Accepts Annual Report and Annual Financial Report for 2015 TOWN BOARD RESOLUTION LIST: Res. #195 Adopts Amendment to Investment Policy for the Town of Riverhead Res. #196 2016 Skate Park Project at Stotzky Park Budget Adoption Res. #197 Capital Project #20039 Parkway Street Laundry Budget Adjustment Res. #198 Stoneleigh Retirement Community Phase III Water Capital Project #30114

Budget Adjustment Res. #199 Stoneleigh Retirement Community Phase IV Water Capital Project #30123

Budget Adjustment Res. #200 Authorizes Supervisor to Sign and Accept the NYS ESD #125,000 Grant for

Construction of an Interconnection between Riverhead Water District and Suffolk County Water Authority

Res. #201 Awards Bid for Paint 2016 Res. #202 Authorizes Town Clerk to Post and Publish the Attached Notice to Bidders

for Fire and Security Alarm Contract Res. #203 Authorizes Town Clerk to Post and Publish Request for Proposals for

Youngs Avenue Landfill Testing, Maintenance and Monitoring Res. #204 Awards Bid for 2016 Street Light and Traffic Signal Maintenance Repair

Parts Res. #205 Authorizes the Supervisor to Execute an Addendum to a Resolution Setting

Terms and Conditions of Employment for Position of Legislative Secretary Res. #206 Authorizes the Supervisor to Execute an Addendum to a Resolution Setting

Terms and Conditions of Employment for Position of Town Board Coordinator

Res. #207 Authorizes Publication of Help Wanted Advertisement for Seasonal Pump-

Out Boat Operators

Res. #208 Accepts the Retirement of a Senior Administrative Assistant (Susan Beal) Res. #209 Accepts the Retirement of an Account Clerk Typist (Diane Beatty) Res. #210 Accepts the Resignation of a Homemaker (Katrina Hintze) Res. #211 Accepts the Resignation of a Part-Time Clerk (Robert Obie) Res. #212 Accepts the Retirement of a Public Safety Dispatcher (Candee Ulmet) Res. #213 Accepts the Resignation of a Bingo Inspector (Theresa Davis-Sweeney) Res. #214 Appoints a Bingo Inspector (Nicole Buckner) Res. #215 Reappoints Seasonal Pump Out Boat Operators (Salvatore Calandra,

Richard Quick) Res. #216 Adopt and Authorize Supervisor to Sign Negative Declaration and Post

ENB Notice Pursuant to SEQRA Regarding Town Code Updates and Amendments

Res. #217 Authorization to Publish Advertisement for Food & Meat Products for the

Town of Riverhead Res. #218 Authorization to Publish Advertisement for Sporting Goods 2016 for the

Town of Riverhead Res. #219 Authorization to Publish Advertisement for Townwide Printing 2016 for the

Town of Riverhead Res. #220 Ratifies a Call-In Clerk to the Recreation Department (Courtney Schmitt) Res. #221 Appoints a Call-In Bus Driver to the Recreation Department (Anthony M.

White, Jr.) Res. #222 Approves No Cost Change Order for Advanced Wastewater Treatment

Facility TMDL Upgrade Construction Contracts – Riverhead Sewer District Res. #223 Adopts a Local Law Amending Chapter 48 Entitled “Beaches and

Recreation Centers” of the Riverhead Town Code Res. #224 Adopts a Local Law Amending Chapter 56 Entitled “Docks and Wharves” of

the Riverhead Town Code Res. #225 Adopts a Local Law Amending Chapter A113 Entitled “Docking Facility

Regulations” of the Riverhead Town Code

Res. #226 Awards Bid for the Purchase of 2005-2010 Used Mack Granite Truck Model

CV713 with Roll-Off Cable Hoist or Equivalent Res. #227 Authorizes Supervisor to Execute Agreement with Suffolk Youth Lacrosse

Officials Association (SYLOA) for Referee/Umpire Services for Town of Riverhead Police Athletic League Boys Lacrosse Program Grades 3-8 for 2016 Calendar Year

Res. #228 Adopts a Local Law to Amend Chapter 101 Entitled “Vehicles & Traffic” of

the Riverhead Town Code (§101-3. Stop and yield intersections; railroad crossings; parking fields. Burman Blvd. intersecting with Grumman Blvd, Calverton)

Res. #229 Adopts a Local Law to Amend Chapter 101 Entitled “Vehicles & Traffic” of

the Riverhead Town Code (§101-10. Parking prohibited – Sound Avenue & CR 105)

Res. #230 Authorizes the Supervisor to Execute an Agreement with D&B Engineers

and Architects, P.C. Res. #231 Awards Bid for General Hardware Items Res. #232 Authorization to Publish Advertisement of a Request for Proposals for New

Renewable Capacity and Energy (LIPA 2015 Renewable RFP) Res. #233 Approves the Chapter 90 Application of Apple Honda (Used Car Tent Sale –

May 13, 2016 through June 13, 2016) Res. #234 Approves Chapter 90 Application of East End Tourism Alliance (“Paddle

Battle” Water Race & Craft Beverage Tasting Event – July 30, 2016) Res. #235 Approves Chapter 90 Application of East End Arts & Humanities Council,

Inc. (20th Annual Community Mosaic Street Painting Festival – Sunday, May 29, 2016)

Res. #236 Approves the Chapter 90 Application of Riverhead Elks Lodge #2044 (Lawn

Mower Races and Children’s Bicycle Races – Sunday, April 17, 2016) Res. #237 Ratifies the Approval of the Chapter 90 Application of Home Depot

Development of Maryland, Inc. (Plants, Annuals & Tree Sale – April 1, 2016 through May 15, 2016)

Res. #238 Approves Chapter 90 Application of Island Running, Inc. (Armed Forces

Day 5K Run/Walk – Saturday, May 21, 2016)

Res. #239 Approves the Chapter 90 Application of Manorville Fire Department (Brush Truck Training Event – Sunday, May 22, 2016)

Res. #240 Approves Chapter 90 Application of Moustache Brewing Co, LLC (“Second

Birthday Celebration” at Polish Town Civic Association Pavilion - Saturday, April 30, 2016)

Res. #241 Approves Chapter 90 Application of PC Richard & Son, Inc. (BBQ Tent Sale

– May 27, 2016 through May 30, 2016) Res. #242 Authorizes the Supervisor to Execute a License Agreement with Aeros

Cultured Oyster Company to Allow the Installation of Floating Upweller Systems (FLUPSY) in East Creek

Res. #243 Offers Support to New York State Legislature to Amend the General

Municipal Law in Relation to the Creation of the Peconic Bay Regional Transportation Council (Senate Bill #S.3957B/Assembly Bill #A.5474B)

Res. #244 Ratifies Execution of a License Agreement with Suffolk County Real

Property Tax Service Agency Res. #245 Approves Supervisor to Execute a License Agreement with PB Riverhead

LLC Res. #246 Authorizes the Supervisor to Execute an Agreement with ABL Computing,

Inc. Res. #247 Authorizes Execution of Contract with Seed Clam Administrator Res. #248 Reappoints Member to the Board of Assessment Review (Judith O’Connell) Res. #249 Sets Date of Annual Riverhead Litter Awareness and Spring Cleanup Day Res. #250 Sets Date and Time of 7th Annual “Great Riverhead Cardboard Boat Race” Res. #251 Authorizes Notice of Public Hearing Regarding Lease between Riverhead

Water District and New York Cingular Wireless PCS Res. #252 Pays Bills

04.05.2016 16004

TOWN OF RIVERHEAD Community Development Agency

Resolution # 4

ACCEPTS ANNUAL REPORT AND ANNUAL FINANCIAL REPORT FOR 2015

Councilman Dunleavy offered the following resolution,

which was seconded by Councilman Wooten

WHEREAS, the Public Authorities Accountability Act of 2005 as amended (the

“PAAA”) includes Town of Riverhead Community Development Agency (the “CDA”) in its definition of a local authority; and

WHEREAS, the PAAA requires the preparation and submission of an Annual

Report and an Annual Financial Report to the State Comptroller. THEREFORE BE IT RESOLVED, that the board of directors of the Community

Development Agency hereby accepts the 2015 Annual Report and 2015 Annual Financial Report (attached) of the Town of Riverhead Community Development Agency.

RESOLVED, that all Town Hall Departments may review and obtain a copy of

this resolution from the electronic storage device and, if needed, a certified copy of same may be obtained from the Office of the Town Clerk.

THE VOTE

Hubbard Yes No Giglio Yes No

Wooten Yes No Dunleavy Yes No Walter Yes No

The Resolution Was Was Not Thereupon Duly Declared Adopted

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CDA ANNUAL REPORT for FY 2015

As required by the bylaws of the Town of Riverhead Community Development Agency (CDA), the following information is provided for consideration and review by the Members of the CDA. MEMBERSHIP- The Members of the Corporation shall be the members of the Riverhead Town Board, comprised of the following persons during FY 2015: Sean Walter, John Dunleavy, James Wooten, George Gabrielsen and Jodi Giglio. In addition, the 2015 CDA was served by: Executive Director Chris Kempner; Chief Finance Officer/Contracting Officer for personal property, Bill Rothaar; and Contracting Officer for real property Robert Kozakiewicz. Neither members nor staff receives any compensation for their duties and responsibilities to the CDA. The CDA established a Governance and Audit Committee as required by the Public Authorities Act of 2005 as amended (the “PAAA”). Sean Walter and John Dunleavy were appointed to the Governance Committee. Sean Walter, Deputy Supervisor Jill Lewis and George Gabrielsen were appointed to the Audit Committee. All other CDA policies and procedures required by the PAAA relating to investment, salary/compensation, whisteblowing, acquisition and disposition of real property and personal property, procurement, defense and indemnification for Directors, ethics, travel, were ratified by CDA Resolution #2, adopted January 6, 2015. BACKGROUND The Town of Riverhead is a rural municipality with a population of approximately 34,000, located on the east end of Long Island in Suffolk County. Riverhead is within a commutable distance of all of Suffolk and Nassau Counties. The total Town budget for FY 2015 was just under $46,000,000.00. The five member Riverhead Town Board is the governing legislative body and consists of a supervisor and four council members, all of whom are elected at large. The Town Board acts separately in its capacity as the CDA Board, which is empowered under New York State General Municipal Law to foster economic development. The CDA consists of the Chairman (the Town Supervisor) and the four Town board members. In the capacity as the economic development agency of the Town of Riverhead, the CDA administers and secures financing for numerous downtown revitalization projects and public improvement projects. The CDA, established in 1982, has been proactive in fostering economic revitalization in the downtown business district and was a major impetus in the establishment of a 3.2 acre waterfront aquarium. In addition, the CDA took title to the former Naval Weapons Industrial Reserve Plant at Calverton in 1998 as the result of special federal legislation, and as such is charged with the task of overseeing economic development at the 2,900 acre site. Using powers granted under New York State Urban Renewal Law, pursuant to Section 505 of Article 15, the Community Development Agency has played a critical role in economic development at Calverton Enterprise Park, as well as downtown. Since 1998, the Calverton Enterprise Park real property, improved with buildings and infrastructure, has been leased and sold pursuant to the disposition of property procedures of Section 507 of the Urban Renewal Law.

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Urban Renewal Areas. The CDA has designated several Urban Renewal Areas for the purpose of encouraging neighborhood revitalization and economic development. The designated Urban Renewal Areas include: 1) Calverton Enterprise Park (EPCAL), 2) Millbrook Gables residential community, 3) East Main Street Downtown Business District and 4) Railroad Avenue Corridor. Within the designated boundaries of the urban renewal areas, available incentives are provided where feasible to attract investment and assist owners and businesses in improving their properties. Portions of the Calverton Enterprise Park and East Main Street Urban Renewal Areas were designated Empire Zones, a program that was sunsetted by New York State on June 30, 2010. This designation was initiated and administered by the CDA for its economic development benefits. Low interest loans and grants have also been made available to increase investment in these targeted areas. For instance, within the East Main Street Urban Renewal Area, the CDA has successfully developed an aquarium as a major tourist attraction, sold the 1930s art deco Suffolk Theatre for reuse, has completed restoration of an 1881 historic opera house, invested $500,000 in historic restoration of properties occupied by the East End Arts Council, as well as assisting in the development of a 100 room hotel expansion at Long Island (formerly Atlantis) Aquarium and Exhibition Center and three new mixed use housing/retail developments on Peconic Avenue, one that incorporated a currently deteriorated structure and the other that revitalized a vacant building located at the gateway to downtown that now is an active revitalized historic anchor building with retail, office and housing completed in 2010. In 2015, redevelopment of the formerly vacant Woolworth department store into a thriving mixed use building was completed and 19 workforce housing units were completed with 24,000 square feet of commercial on the first floor. The CDA often works with federal, state and county incentive programs to encourage private investment into the Urban Renewal Areas. CDA MISSION STATEMENT The CDA’s mission is to foster economic revitalization in the Town of Riverhead Urban Renewal Areas to implement projects that improve the environment, economy and quality of life of the Riverhead Town residents, businesses and visitors through creation of jobs, development of infrastructure, generation of additional tax revenue, and leveraging investment of capital in the Town of Riverhead. Measurements by which the CDA and the achievement of its goals may be evaluated by the following:

• Investment dollars and leveraging (public and private funding); • Renovation of blighted and vacant areas, buildings and infrastructure; • Infrastructure development; • Tax base expansion; • Jobs created; and • Quality of life enhancements (preservation and open space, recreation, enhancement of

environment, transportation and housing choices)

Below is a list of projects that have advanced these goals during 2015.

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DOWNTOWN ACTIVITY IN 2015 The Community Development Agency actively pursues grant funding to incentivize private developments in Downtown Riverhead. In the past 10 years the CDA through the Town has secured several million dollars in funding towards private and public projects. A partnership with NYS DHCR Main Street program provides up to 75% towards façade and interior renovations for businesses in the Business Improvement District (BID) area. Downtown Riverhead has an active BID Association that provides extensive programming to attract visitors http://riverheadbid.com/. Additionally the Downtown area has a shared municipal parking district to provide parking, an historic district triggering historic rehabilitation tax credits1, and an urban renewal area triggering New Market Tax Credit availability for projects over $5 million. Extensive information regarding the downtown infrastructure and special districts is available online in the East Main Street Urban Renewal Area Plan and accompanying GEIS located at http://www.townofriverheadny.gov/pView.aspx?id=35106&catid=118. The CDA East Main Street Urban Renewal Plan (http://riverhead.municipalcms.com/docview.aspx?docid=27952), final Generic Environmental Impact Statement (located at http://riverhead.municipalcms.com/docview.aspx?docid=27953), and Findings Statement for the GEIS (located at http://riverhead.municipalcms.com/docview.aspx?docid=27954) issued and adopted in October 2008. In 2015, the CDA and the Town of Riverhead Community Development Department assisted several significant downtown revitalization projects including:

• Woolworth Revitalization, LLC, (130 East Main Street), a multimillion dollar mixed use residential redevelopment of 36,000 square feet of formerly vacant and blighted space supported in part with $75,000 in NYS DHCR Main Street funds and a $250,000 infrastructure development subsidy approved by the Suffolk County Legislature, funded through the county's affordable housing opportunities. The 19 second floor apartments, built in 15,000 square feet on the second floor, meet the county's affordable housing requirements for tenant income and rent subsidies. The units will are marketed by the L.I. Housing Partnership, which screens and qualifies tenants for the site. The project received a special permit after a Town Board public hearings to allow a new gym use as part of the redevelopment. Additionally, commercial tenants include Robert James Salon, Riverhead Flower Shop and Goldberg’s Bagels.

• Sale of the formerly town owned/vacant historic “Second Street Firehouse” to a private developer for use as a County Agri-tourism center (NYS Empire State Development awarded a $500,000 grant towards the capital improvements and a $200,000 “I LOVE NY” marketing grant towards promotion of the facility.

1 In March 2012, a section of downtown Riverhead was approved for New York State’s Register of Historic Places. The same area was approved for inclusion on the National Register of Historic Places on August on Aug. 14, 2012, opening the door for huge tax benefits for those looking to renovate and improve old buildings. The boundaries of the district run along Main Street, from Griffing Avenue in the west to Maple Avenue in the east, and include parts of Peconic, Roanoke, East and Maple avenues in between. Currently, the Town of Riverhead has submitted an application to expand the Downtown Riverhead Historic District using funds from the NYS DOS BOA grant.

http://riverheadbid.com/

http://www.townofriverheadny.gov/pView.aspx?id=35106&catid=118

http://riverhead.municipalcms.com/docview.aspx?docid=27952



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• Opening of the Riverhead Winter Farmer’s market in a formerly vacant storefront on Main Street.

• Opening of PeraBell and Sonoma Grill Restaurants. • Restoration of the former dilapidated and vacant historic Preston House to accommodate

a new restaurant and additional hotel units to be operated by Atlantis Holdings, LLC. • NYS Department of State Brownfield Opportunity Grant ($567,000 total with $467,000

contract currently awarded to Nelson, Pope, Voorhis, LLC) for revitalization plan for NYS Route 25/Peconic River corridor from Tanger Outlets to Riverhead Town Hall;

• Suffolk Theatre Revitalization (former CDA property transferred to private developer to be renovated from vacant building to active theater through private funding and New York State Department of Housing and Community Renewal Main Street grant funds);

• Infrastructure improvements including NYS DOT design for $1.2 million rehabilitation of the Main Street sidewalks from Ostrander to Tanger Outlet Mall;

• Renovation and leasing of 30 West Main Street www.thirtywestmain.com (commercial office in formerly vacant building);

• Acquisition and renovation of 20 West Main Street (commercial building with 2 vacant top floors);

• Site plan approval for Peconic Crossing workforce housing project of 48 residential units and associated parking on location of the Long Island Science Center;

• Various other façade and building improvements in the downtown area funded by New York State Department of Housing and Community Renewal Main Street grant funds;

• 2015 businesses opened: o Woolworth Revitalization (128 E. Main Street – 19 additional housing units,

Riverhead Flower Shop); o 30 West Main – commercial office in formerly vacant building; o 20 West Main – renovation of commercial building with 2 vacant top floors; o Riverhead Indoor Farmers Market o PeraBell, Sonoma Grill and Mazi Restaurants

• Approximately 770 municipally owned parking spaces walkable to downtown; • Coordination of Taste North Fork with East End Tourism Alliance.

CALVERTON ENTERPRISE PARK (EPCAL) ACTIVITY IN 2013 EPCAL. New York State (NYS) has identified EPCAL, the largest commercial industrial subdivision in the northeast, as a uniquely important development priority by adopting Special Act S3643A/A4678A for organized and expeditious redevelopment of this urban renewal area. EPCAL provides a shovel ready site with 90 day permit approval pursuant to special NYS legislation that incentivizes private investment into an Urban Renewal Area by streamlining the approval process and in turn, lowering the cost of doing business. Given the large size of undeveloped acreage and the existing infrastructure, the EPCAL site is well suited to attract “game changer” industries for an enhanced development rather than just a conventional industrial park. The current goal for redevelopment of EPCAL at the federal, state, county and local level is to create higher paying manufacturing and construction industries jobs. EPCAL provides proximity

http://www.thirtywestmain.com/

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to a highly skilled and technically trained workforce, educational and training system, and supply chain partners. Long Island has played a prominent role in engineering, aerospace, energy and other scientific research. Brookhaven Department of Energy research is located 10 miles from the EPCAL site http://www.bnl.gov. Stony Brook University operates the Calverton Business Incubator on 50 acres of the EPCAL site along NYS Route 25. http://www.stonybrook.edu/calverton/ The Reuse & Revitalization of EPCAL is one of the largest economic development projects in the Northeast. The goals and objectives of the EPCAL Reuse & Revitalization Plan are consistent with the local and regional goals and promise to promote and encourage uses that promote environmental quality and reduce reliance on imported fuels, i.e. solar; high-tech energy and/or green technology businesses; compliment and support the local agricultural economy, i.e. food processing; food distribution; appropriate industrial and commercial development to accommodate regional growth influences; use of the rail spur to support investment and development and reduce and/or mitigate traffic; and strengthen relations and coordinate with Stony Brook University (SBU), which operates the Calverton Business Incubator on 50 acres of the EPCAL site along NYS Route 25, and the Brookhaven National Laboratory for creation of and promotion of the site i.e., high-tech business/research park. EPCAL History. The Enterprise Park at Calverton (EPCAL) located in the Town of Riverhead is a planned redevelopment of a 2,900‐acre property formerly owned by the federal government and leased to the Grumman Corporation for final assembly and flight‐testing of military aircraft. In 1996, defense downsizing resulted in closure of the Grumman facility and the U.S. Government transferred the site to the Town of Riverhead Community Development Agency (CDA) in September 1998 for economic development with the goals to: 1) attract private investment; 2) increase the tax base; 3) maximize job creation; and 4) enhance the regional quality of life. A 1998 comprehensive reuse planning study of the EPCAL site identified a mix of industrial and regional recreational uses as the best means to achieve these goals. The Town of Riverhead sold the industrial core at EPCAL in 2001 to M-GBC, LLC, which subdivided the parcel into approximately 40 lots and sold to industrial users – with many interested in additional expansion at EPCAL. Approximately 36 businesses with 600 employees exist in the industrial core. In 2015, Luminati Aerospace LLC purchased property in the industrial core to house a new aerospace technology company focused on research, development, testing and manufacturing of next generation unmanned aerial vehicles or UAVs. Luminati Aerospace was initially drawn to Calverton because of its runway facilities as well as the historic role of Calverton and Long Island in the history of aviation. The UAVs that Luminati Aerospace will research, develop, test and manufacture will be solar electric and the business model will be high technology and “green” with little or no noise. The project is funded by a client of Luminati Aerospace that is a Fortune 250 Company that will use the UAVs produced for public good. To achieve the client’s goals, Luminati Aerospace assembled a “dream team” of engineers and university professors to work on the project and anticipates immediately creating forty jobs and the project is anticipated to take more than two years. After the initial project in concluded, Luminati Aerospace plans to

http://www.bnl.gov/

http://www.stonybrook.edu/calverton/

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establish itself as a major force in the global, aerospace industry focusing on cutting edge, high technology aerospace manufacturing. It is anticipated this manufacturing will trigger significant expansion of Luminati facilities and create a substantial number of additional jobs. To further this rollout of a completely new manufacturing industry, Luminati Aerospace requires use and management of the Easterly Runway at Calverton Enterprise Park for testing of the UAVs and accommodation of supporting aircraft. The CDA board via a Qualified and Eligible Sponsor public hearing process and public hearing held on October 20, 2015, designated Luminati Aerospace LLC and 400 David Court LLC as Qualified and Eligible for purposes of entering into a Runway Use Agreement for a portion of Calverton Enterprise Park, specifically the Easterly Runway/Taxiway and Tie-Down Area for an initial term of ten years beginning November 4, 2015 and ending October 31, 2025, with an option to extend the agreement for up to two additional ten year terms. EPCAL Subdivision Progression. In 2011, the CDA executed an agreement with VHB Engineering, Surveying and Landscape Architecture, P.C. (VHB) to update the Comprehensive Reuse Plan for the 2,900 acre Calverton site formerly known as the Naval Weapons Industrial Reserve Plant at Calverton including but not limited to development of a revised land use plan and associated zoning, updated market assessment, preparation of subdivision plan, and assistance in the administration of the SEQRA process. In 2013, the CDA adopted a development plan for EPCAL including proposed subdivision map, full environmental assessment form, draft scope of issues for the anticipated supplemental generic environmental impact statement, as well as authorized commencement and preparation of the supplemental generic impact statement for purposes of study of potential environmental impacts. The CDA accepted and adopted findings and recommendations of a market study prepared by RKG Associates and authorize VHB to proceed with environmental review of Development Plan “A” and alternate development plan as presented on December 8, 2011. The RKG market study and absorption analysis for EPCAL to support the VHB plan projections indicate total non-residential square footage build out at EPCAL to be approximately 2 million square feet on 150 acres by 2025 based on a rate of absorption of 132,000 square feet on ten acres per year. By Town of Riverhead CDA Resolution #10 dated June 18, 2013, the Town of Riverhead Board, upon completion of coordinated review pursuant to 6 NYCRR Sect. 617.6 declared itself Lead Agency; classified the proposed action as a Type I action pursuant to 6 NYCRR Sect. 617.4; adopted a Positive Declaration requiring a Draft Supplemental Generic Environmental Impact Statement be prepared and conducted a formal public scoping. By Town of Riverhead CDA Resolution #14 dated October 1, 2013, the Town of Riverhead Board, upon review of all comments made at the public scoping hearing adopted a Final Scope for the Draft Supplemental Generic Environmental Impact Statement (“DSGEIS”) supporting the subdivision available for public review online and in hard copy at the Office of the Town Clerk. Town of Riverhead CDA Resolution #11 dated August 7, 2014, authorized acceptance, filing and publishing notice of completion of the Draft Supplemental Generic Environmental Impact

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Statement (“DSGEIS”) for a comprehensive development plan for EPCAL (EPCAL Reuse & Revitalization Plan), Amendment to the Town of Riverhead Comprehensive Master Plan, Amendment to the Zoning Code and Map to rezone the property to the PD Zoning District, and Subdivision of the EPCAL property. Town of Riverhead CDA Resolution #12 authorized the publish and post of notice of the Public Hearing on the DSGEIS; Amendments to the Town of Riverhead Comprehensive Master Plan, Zoning Code and Map; and the Subdivision that was held September 3, 2014. VHB prepared a Final Supplemental Generic Environmental Impact Statement (FSGEIS) in accordance with Section 617.10 of 6 NYCRR (SEQR) that provided responses to substantive comments in response to the public hearing and review. The Town Board via Town of Riverhead Resolution #190 dated March 15, 2016 accepted and filed notice of completion of the FSGEIS. Town of Riverhead CDA Resolution #13 dated August 7, 2014, authorized submission of the EPCAL Reuse & Revitalization Plan (an updated and amended Urban Renewal Plan for the redevelopment of a portion of property identified and designated as an Urban Renewal Area under the Original Urban Renewal Plan “Calverton Enterprise Park Urban Renewal Plan”) to the Riverhead Planning Board and CDA Resolution #16 dated August 19, 2014 authorized the Supervisor to execute the application for the Subdivision and referred the application for the Subdivision to the Planning Board for the Town of Riverhead. Town of Riverhead CDA Resolution #14 dated August 7, 2014, authorized the publish and post of notice of the Public Hearing on the EPCAL Reuse & Revitalization Plan that was held September 3, 2014. These documents including proposed revised land use plan and updated market assessment are available at http://www.townofriverheadny.gov/pview.aspx?id=32339. In 2015, the CDA Board advanced efforts to sell the EPCAL subdivision make. The CDA board authorized a Request for Proposals for NYS licensed real estate brokers to market, sell or lease property at EPCAL via CDA Resolution #3 adopted March 3, 2015. The Calverton Rail Spur continues to operate freight rail access to the industrial park. In 2008, the CDA board authorized and issued an RFP for rail design engineers for the Calverton Rail Access and Development Project and selected HDR, Inc., as the consultant for the project. In December 2008, the CDA authorized HDR to proceed with initial preliminary planning for the Calverton Rail Access Rehabilitation Project. In March 2009, the CDA board authorized HDR to proceed with the $75,000 NYSERDA grant funded design portion of the project and in December 2009, the CDA board authorized HDR, Inc. to continue planning for the project with $650,000 New York State Empire State Development grant funding secured in October 2009. In December 2009, the CDA board authorized the Calverton Rail Access Project to receive American Reinvestment and Recovery Act funding from the New York State Department of Transportation for the construction of the Calverton Rail Access Rehabilitation Project in an amount up to $4.8 million. In April 2010, the project received a Gold GREENLites Transportation Sustainability Award from New York State Department of Transportation. The project broke ground in May 2010 and made significant progress toward completion by the time weather shut down construction in December 2010. Construction was completed and the rail ready for operation by close of 2012.

http://www.townofriverheadny.gov/pview.aspx?id=32339

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The Town of Riverhead Calverton Sewer District is finalizing plans for a $7.5 million upgrade to the Calverton Sewage Treatment Plant (STP) from secondary to tertiary treatment that will also relocate the outflow pipe from McKay Lake, that is hydrologically connected to the Peconic Estuary to north of the groundwater divide. Senator LaValle successfully included a $5 million dollar grant towards the upgrade in the 2014 NYS budget. Also in 2014, New York State Long Island Economic Development Regional Council awarded a grant of $1.34 million towards the upgrade, the NYS DEC awarded a $476,000 towards the upgrade through the Water Quality Improvement Program. Suffolk County awarded $125,000 under the 1/4% Clean Water grant program in 2015. RAILROAD AVENUE CORRIDOR ACTIVITY IN 2014 On behalf of New York State Courts, Suffolk County is charged with providing adequate facilities for court functions in Suffolk County. Suffolk County over a 15 year period has renovated and expanded existing buildings located adjacent to the Railroad Avenue Corridor to introduce 8 new courtrooms for a total of 18 courtrooms and larger jury space. In late 2013 Suffolk County completed construction on 5 additional vacated courtrooms thus bringing the facility to full occupancy. This expansion has generated significant activity in the Railroad Avenue Corridor and the Town anticipates renewed interest in private investment for redevelopment of the area. To encourage investment in the Railroad Avenue Corridor the CDA and Town have made affirmative effores to remove blighted, vacant and dilapidated buildings. In 2015, The Town of Riverhead initiated legal action to compel demolition of a dilapidated building known as the former Courthouse Restaurant, 307 Griffing Avenue, Riverhead. The Town anticipates demolition of the building within the coming months of 2016. ADDITIONAL CDA ACTIVITIES The CDA submitted funding applications to the New York State Long Island Economic Development Regional Council to fund enhance water infrastructure to support expansion of the subdivision at Calverton Enterprise Park and was awarded $125,000 towards the $625,000 project. The Main Street grant awarded in 2012 by NYS DHCR to support commercial and residential development in the East Main Street Urban Renewal Area continued to move forward with renovation of 15 buildings. The Town maintained a contract with Nelson Pope Voorhis awarded in 2012 through NYS DOS BOA grant to redevelop the Main Street corridor from the back entrance of Tanger Outlets through Hubbard Avenue in Downtown Riverhead that includes the East Main Street Urban Renewal Area. Under the contract the existing Historic District will be expanded. AGREEMENTS ENTERED INTO BY THE CDA IN 2015 Agreements entered into by the CDA in 2015 include: 1) Retainer Agreement with Cushman & Wakefield of Long Island, Inc., for real estate

brokerage services (marketing, sales and leasing) related to property owned by the CDA and to represent the CDA Board in negotiations with Designated Developers/Investors in reference to redevelopment at EPCAL;

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2) License Agreement with Riverhead Adventures, LLC for a one week term to conduct a 5K recreational run on May 30, 2015;

3) License Agreements with Raw TV, Ltd. for use of portions of Calverton Enterprise Park at Calverton Western Runway/Taxiway, and the picnic access road, Grumman Boulevard/River Road, Calverton for filming on May 7th, 2015, for a fee of $700 and on June 8th, 2015, for the additional license fee of $400;

4) License Agreements with Will Gentile D/B/A Heavy Metal Concepts for use of portions of Calverton Enterprise Park at Calverton Western Runway/Taxiway for videotaping on September 18th, 2015 for a fee of $400;

5) License Agreements with Princess Productions Ltd. for use of portions of Calverton Enterprise Park at Calverton Western Runway/Taxiway for videotaping on September 12th, 2015 for a fee of $1,000;

6) Runway Use Agreement with Luminati Aerospace LLC and 400 David Court LLC (designated as a Qualified and Eligible Sponsor via a public hearing process and public hearing held on October 20, 2015) for use of portions of Calverton Enterprise Park at Calverton Easterly Runway/Taxiway and Tie-Down Area for a rental price of $31,810 per annum, subject to an annual cost of living increase, with an initial term of ten years beginning November 4, 2015 and an option to extend the agreement for up to two additional ten year terms. During the term of the Agreement, Luminati Aerospace shall be responsible for maintaining the runway, taxiway and tie-down areas;

Existing agreements the CDA continued during 2015 entered into in previous years: 7) Retainer agreement with the law firm Smith, Finkelstein, Lundberg, Isler and Yakaboski as

Special Counsel in Connection with the Redevelopment of EPCAL; 8) Agreement with New York & Atlantic Railway Company to use railroad track and rail

infrastructure at EPCAL to conduct freight rail operations; 9) Authorized Right of Entry on CDA premises and use of credits for freight rail track to CAPS

Realty Holdings LLC and Eastern Wholesale Fence; 10) Board authorization to transfer of all title, interest and possession to the building known as

the “Henry Pfeifer Community Center” and the existing improvements adjacent to and related to use of the building to the Town of Riverhead for consideration of one dollar for future development as the Town animal shelter;

11) Temporary License Agreements and Option Agreement with Insurance Auto Auctions for use of a portion of the 7,000 foot runway, associated 7,000 and 10,000 foot taxiways (2012 fees - $437,000; 2013 fees- $1,384,000; 2014 fees - $25,000; 2015 fees - $25,000. Total fees- $1,871,000);

12) Agreement with VHB Engineering, Surveying and Landscape Architecture, P.C. (VHB) to update the Comprehensive Reuse Plan for the 2,900 acre Calverton site formerly known as the Naval Weapons Industrial Reserve Plant at Calverton, including but not limited to development of a revised land use plan and associated zoning, updated market assessment, preparation of subdivision plan, and assistance in the administration of the SEQRA process

DESCRIPTION OF MATERIAL PENDING LITIGATION The Town of Riverhead Community Development is not a defendant in any pending lawsuits and as such, there is no pending litigation known that will have a material adverse effect on the financial condition of the Town.

10

GRANT FUNDING Enhancement of EPCAL Sewer Infrastructure. Senator LaValle successfully included a $5 million dollar grant towards the Calverton STP upgrade in the 2014 NYS budget. Also in 2014, New York State Long Island Economic Development Regional Council awarded a grant of $1.34 million towards the upgrade, the NYS DEC awarded a $476,000 towards the upgrade through the Water Quality Improvement Program. Suffolk County awarded $125,000 under the 1/4% Clean Water grant program in 2015 towards the $7.5 million upgrade from secondary to tertiary treatment that will also relocate the outflow pipe from McKay Lake, that is hydrologically connected to the Peconic Estuary to north of the groundwater divide. Enhancement of EPCAL Water Infrastructure. In 2015 the CDA applied for and received a $125,000 grant from NYS ESD towards construction of an interconnection between the Riverhead Water District and the Suffolk County Water Authority to develop water infrastructure at EPCAL to service businesses in the Town of Riverhead and Eastern Long Island. CDA Parks Projects. The CDA applied for and received notification of a $100,000 grant from the New York State Office of Parks, Recreation and Historic Preservation in 2006 for funding under the Recreational Trails Program towards the development of an 8.9 mile multisport athletic trail. The project was bid, awarded and substantially constructed in 2010 and a significant amount of the grant funds were received for reimbursement by year-end 2010. The project augments a town park project initiated by the CDA in 2001 involving $600,000 in grant funds from the New York State Office of Parks Recreation and Historic Preservation for public recreational improvements. Phase I was designed and engineered in 2006 and under construction in 2007/8. The majority of funds were expended in 2007 and a majority of the grant funds were received for reimbursement by year-end 2008. Close out and final audit of the Phase I grant funds were completed in 2011. Additional work on Phase II of the ballfield development continued in 2011 with entrance improvements to the ballfields and was completed in 2014. In 2015, Suffolk County committed an additional $250,000 to support completion of the trail. Calverton Rail Access Rehabilitation Project. The CDA applied for and received notification of a $75,000 grant from the New York State Energy Research and Development Authority (NYSERDA) in 2008 for funding under the Sustainable Transportation Systems Program towards design and logistics associated with rehabilitation of 2.65 miles of an existing rail spur that links Long Island Rail Road mile post 69.1 to the Calverton Enterprise Park. The infrastructure project is expected to remove vehicles from the roads, mitigate traffic congestion and allow area businesses to compete more effectively through reduced shipping costs and lower the prices of goods. In 2009, the CDA accepted the grant award from NYSERDA and entered into a professional services agreement with HDR, Inc. to proceed with design of the Calverton Rail Access Rehabilitation Project funded by NYSERDA. In December 2009 the CDA board authorized HDR, Inc. to continue planning for the project with additional Town and CDA funds augmented with $650,000 funding secured in October 2009 from New York State Empire State Development. In 2010 the CDA board authorized the Calverton Rail Access Project to receive American Reinvestment and Recovery Act funding from the New York State Department of Transportation for the construction of the Calverton Rail Access Rehabilitation Project in an

11

amount up to $4.8 million. In April 2010 the project received a Gold GREENLites Sustainability Award from New York State Department of Transportation. The project broke ground in May 2010 and made significant progress toward completion by the time weather shut down construction in December 2010. Construction restarted in 2011 and was completed in 2013 with the rail ready for operation. In 2015 the CDA Board authorized drawdown of funds by Eastern Wholesale Fence and C.A.P.S Realty, in the sum not to exceed $244,868.64 for construction of rail and sidings on the Eastern Wholesale Fence property.

TA 4-5-16 Authorize Addendum to Employment Contract/Resolution Setting Terms and Conditions of Employment

04.05.2016 160195

TOWN OF RIVERHEAD

Resolution # 195

ADOPTS AMENDMENT TO INVESTMENT POLICY FOR THE TOWN OF RIVERHEAD

Councilman Wooten offered the following resolution,

which was seconded by Councilwoman Giglio

WHEREAS, pursuant to New York General Municipal Law §§10,11 and 39, each local government, including the Town of Riverhead, shall by resolution adopt a comprehensive investment policy which details the local government's operative policy and instructions to officers and staff regarding the deposit, investing, monitoring and reporting of funds of the local government; and

WHEREAS, the Town Board, by Resolution #774 adopted on November 18,

2014, adopted an Investment Policy for the Town of Riverhead; and WHEREAS, the Town Board desires to amend the current Investment Policy for

the Town of Riverhead. NOW THEREFORE BE IT RESOLVED, that the Town Board of the Town of

Riverhead hereby adopts the attached amended Investment Policy for the Town of Riverhead; and be it further

RESOLVED, that all Town Hall Departments may review and obtain a copy of this resolution from the electronic storage device and, if needed, a certified copy of same may be obtained from the Office of the Town Clerk.

THE VOTE




INVESTMENT POLICY FOR THE

TOWN OF RIVERHEAD I SCOPE

This investment policy applies to all moneys and other financial resources available for investment on its behalf or on behalf of any other entity or individual.

II OBJECTIVES

The primary objectives of the local government’s investment activities are, in primary order:

- to conform with all applicable federal, state and other legal requirements - to adequately safeguard principal - to provide sufficient liquidity to meet all operating requirements; and - to obtain a reasonable rate of return

III DELEGATION OF AUTHORITY

The Town Board’s responsibility for administration of the investment program is delegated to the Town Supervisor who shall establish written procedures for the operation of the investment program consistent with these investment guidelines. Such procedures shall include an adequate internal control structure to provide a satisfactory level of accountability based on a database or records incorporating description and amounts of investments, transaction dates and other relevant information and regulate the activities of subordinate employees.

IV PRUDENCE

All participants in the investment process shall seek to act responsibly as custodians of the public trust and shall avoid any transaction that might impair public confidence in the Town of Riverhead to govern effectively.

Investments shall be made with judgement and care, under circumstances then

prevailing, which persons of prudence, discretion and intelligence exercise in the management of their own affairs, not for speculation, but for investment, considering the safety of the principal as well as the probable income to be derived.

All participants involved in the investment process shall refrain from personal business

activity that could conflict with proper execution of the investment program, or which could impair their ability to make impartial investment decisions.

V DIVERSIFICATION

It is the policy of the Town of Riverhead to diversify its deposits and investments by financial institution, by investment instrument, and by maturity scheduling.

VI INTERNAL CONTROLS

It is the policy of the Town of Riverhead for all moneys collected by any officer or employee of the government to transfer those funds to the Town Supervisor within ten days of deposit, or within the time period specified in law, whichever is shorter.

The Town Supervisor as chief fiscal officer is responsible for establishing and maintaining

an internal control structure to provide reasonable, but not absolute, assurance that deposits and investments are safeguarded against loss from unauthorized use or disposition, that transactions are executed in accordance with management’s authorization and recorded properly, and are managed in compliance with applicable laws and regulations.

The Town Board, in order to implement the investment policy, authorizes the Financial

Administrator or his deputy, under the control and direction of the Financial Administrator, to undertake the necessary ministerial day to day functions regarding the temporary investments of monies and to further carry out the cash management for town funds and related collateral management matters subject to and consistent with General Municipal Law, Section 11.

VII DESIGNATION OF DEPOSITORIES The banks and trust companies authorized for the deposit of Town funds:

Depository Name Suffolk County National Bank Capital One Citibank Chase VIII COLLATERALIZATION OF DEPOSITS

In accordance with the provisions of General Municipal Law, Section 10, all deposits of the Town of Riverhead, including certificates of deposits and special time deposits, in excess of the amount insured under the provisions of the Federal Deposit Insurance Act shall be secured pursuant to and consistent with the provisions of General Municipal Law, Section 19 Section 10 (3) (4)(a) through (d):

1) By a pledge of “eligible securities” with an aggregate “market value”, or provided

by General Municipal Law, Section 10, equal to the 102% of the aggregate amount of deposits from the categories designated Appendix A to this policy.

2) By an eligible “irrevocable letter of credit” issued by a qualified bank other than

the bank with the deposits in favor of the government for a term not to exceed 90 days with an aggregate value equal to 140% of the aggregate amount of deposits and the agreed upon interest, if any. A qualified bank is one whose commercial paper and other unsecured short-term debt obligations are rated in one of the three highest rating categories by at least one nationally recognized statistical rating organization or by a bank that is in compliance with applicable federal minimum risk-based capital requirements.

3) By an eligible “irrevocable letter of credit” issued in favor of the local government by a federal home loan bank whose commercial paper and other unsecured short-term debt obligations are rated in the highest rating category by at least one nationally recognized statistical rating organization, for the payment of 100% of the aggregate amount of public deposits from such officers and the agreed upon interest, if any.

4) By an eligible surety bond payable to the government for an amount at least equal

to 100% of the aggregate amount of deposits and the agreed upon interest, if any, executed by an insurance company authorized to do business in New York State, whose claims – paying ability is rated in the highest rating category by at least two nationally recognized statistical rating organizations. The terms and conditions of any eligible surety bond shall be approved by the governing board.

5) Under the amendment of General Municipal Law Chapter 128, Sections 10 and 11, local governments the Town may authorize their designated depository bank or trust company to arrange for the “redeposit” of the local government’s funds, for the account of the local government, in one or more “banking institution,” through a deposit placement program, subject to a placement program that meets criteria set forth in Section 10 (2)(a)(ii)(A) through (D).

IX SAFEKEEPING AND COLLATERALIZATION

Eligible securities used for collateralizing deposits shall be held by the depository and/or a third party bank or trust company subject to security and custodial agreements. The Supervisor shall be authorized to execute all and any necessary security, custodian and collateral agreements on behalf of the Town of Riverhead.

The security agreement shall provide that eligible securities are being pledged to secure

the Town’s deposits together with agreed upon interest, if any, and any costs or expenses arising out of the collections of such deposits upon default. It shall also provide the conditions under which the securities may be sold, presented for payment, substituted or released and the events which will enable the Town of Riverhead to exercise it rights against the pledged securities. In the event that the securities are not registered or inscribed in the name of the Town of Riverhead, such securities shall be delivered in a form suitable for transfer or with an assignment in blank to the Town of Riverhead or its custodial bank.

The custodial agreement shall provide that securities held by the bank or trust company,

or agent of and custodian for the Town of Riverhead, will be kept separate and apart from the general assets of the custodian bank or trust company and will not, in any circumstances, be commingled with or become part of the backing for any other deposit or other liabilities. The agreement should also describe that the custodian shall confirm the receipt, substitution or release of the securities. The agreement shall provide from the frequency of revaluation of eligible securities and for the substitute of securities when a change in the rating of a security may cause in-eligibility.

X PERMITTED INVESTMENTS

As authorized by General Municipal Law, Section 11, the Town Board authorizes the chief fiscal officer to invest moneys not required for immediate expenditure in the following types of investment:

- Special time deposit accounts; - Certificates of deposit; - Obligations of the United States of America; - Obligations guaranteed by agencies of the United States of America where the

payment of principal and interest are guaranteed by the United States of America;

- Obligations of the State of New York; - Obligations issued pursuant to Local Finance Law Section 24.00 or 25.00 (with

approval of the State Comptroller) by any municipality, school district or district cooperation other than the Town of Riverhead;

- Obligations of public authorities, public housing authorities, urban renewal agencies and industrial development agencies where the general State statutes governing such entities or whose specific enabling legislation authorizes such investments;

- Certificates of Participation (COPs) issued pursuant to GML, Section 109-b; - Obligations of the Town of Riverhead, but only with any moneys in a reserve

fund established pursuant to GML, Section 6-c, 6-d, 6-e, 6-g, 6-h, 6-j, 6-k, 6-l, 6-m, or 6-n.

All investment obligations shall be payable or redeemable at the option of the Town of Riverhead within such times as the proceeds will be needed to meet expenditures for purposes for which the moneys were provided and, in the case of obligations purchased with the proceeds of bonds or notes, shall be payable or redeemable at the option of the Town of Riverhead within two years of the date of purchase.

XI AUTHORIZED FINANACIAL INSTITUTES AND DEALERS

The Town of Riverhead shall maintain a list of financial institutions and dealers

approved for investment purposes and establish appropriate limits to the amount of investments which can be made with each financial institution or dealer. All financial institutions with which the Town conducts business must be credit worthy. Banks shall provide their most recent Consolidated Report of Condition at the request of the Town. Security dealers not affiliated with a bank shall be required to be classified as reporting dealers affiliated with the New York Federal Reserve Bank, as primary dealers. The chief fiscal officer is responsible for evaluating the financial position and maintaining a listing of proposed depositories, trading partners and custodians. Such listing shall be evaluated at least annually.

XII PURCHASE OF INVESTMENT

The chief fiscal officer is authorized to contract for the purposes of investment:

1) By participating in a cooperative investment program with another authorized governmental entity pursuant to Article 5G of the General Municipal Law where such program meets all the requirements set forth in the Office of the State Comptroller Opinion #88-46, and the specific program has been authorized by the Town Board.

2) By utilizing an ongoing investment program with an authorized

tracking partner pursuant to a contract authorized by the Town Board.

All purchased obligations, unless registered or inscribed in the name of the Town

of Riverhead, shall be purchased through, delivered to and held in the custody of a bank or trust company. Such obligations shall be purchased, sold or presented for redemption or payment by such bank in trust company only in accordance with prior written authorization from the officer authorized to make the investment. All such transactions shall be confirmed in writing to the Town of Riverhead by the bank or trust company. Any obligation held in the custody of a bank or trust company shall be held pursuant to a written custodial agreement as described in General Municipal Law, Section 10. The custodial agreement shall provide that securities held by the bank or trust company, as agent of and custodian for, the Town of Riverhead, will be kept separate and apart from the general assets of the custodian bank or trust company and will not, in any circumstances, be commingled with or become part of the backing for any other deposit or other liabilities. The agreement shall describe how the custodian shall confirm the receipt and release of the securities. Such agreement shall include all provisions necessary to provide the Town a perfected interest in the securities.

Appendix A

Schedule of Eligible Securities

_____ (i) Obligations issued, or fully insured or guaranteed as to the payment of principal and interest, by the United states of America, an agency thereof or a United States government sponsored corporation.

_____ (ii) Obligations issued or fully guaranteed by the International Bank for Reconstruction

and Development, the Inter-American Development Bank, the Asian Development Bank, and the African Development Bank.

_____ (iii) Obligations partially insured or guaranteed by any agency of the United States of

America, at a proportion of the Market Value of the obligation that represents the amount of the insurance or guaranty.

_____ (iv) Obligations issued or fully insured or guaranteed by the State of New York,

obligations issued by a municipal corporation, school district or district corporation of such State or obligations of any public benefit corporation which under a specific State statute may be accepted as security for deposit of public moneys.

_____ (v) Obligations issued by states (other than the State of New York) of the United States

rated in one of the three highest rating categories by at least one nationally recognized statistical organization.

_____ (vi) Obligations of Puerto Rico rated in one of the three highest rating categories by at

least one nationally recognized statistical rating organization. _____ (vii) Obligations of counties, cities and other governmental entities of a state other

than the State of New York having the power to levy taxes that are backed by the full faith and credit of such governmental entity and rated in one of the three highest rating categories by at least one nationally recognized statistical rating organization.

_____ (viii) Obligations of domestic corporations rated in one of the two highest rating

categories by at least one nationally recognized statistical rating organization. _____ (ix) Any mortgage related securities, as defined in the Securities Exchange Act of

1934, as amended, which may be purchased by banks under the limitations established by bank regulatory agencies.

_____ (x) Commercial paper and bankers acceptances issued by a bank other than the Bank,

rated in the highest short term category by at least one nationally recognized statistical rating organization and having maturities of not longer than 60 days from the date they are pledged.

_____ (xi) Zero obligations of the United States government related as "Treasury strips".

Y:\2016 RESOLUTIONS\04.05.16\196 - ACT - 2016 Stotzky Park Impr Proj.docx

04.05.2016 160196

TOWN OF RIVERHEAD

Resolution # 196

2016 SKATE PARK PROJECT AT STOTZKY PARK

BUDGET ADOPTION

Councilwoman Giglio offered the following resolution,

which was seconded by Councilman Hubbard

WHEREAS, the Superintendent of Recreation requests a transfer of funds from the Park and Recreation Special Trust Fund for the Skate Park at Stotzky Park.

RESOLVED, that the Riverhead Town Board authorizes the Accounting

Department to establish the following budget and make the necessary transfers from the Special Trust Park and Recreation Account:

FROM TO 736.092705.421050. Transfer from Park and Rec Fees 55,000

406.071100.523000.70161 Skate Park Improvement 55,000

BE IT FURTHER RESOLVED, that the Town Clerk is hereby authorized to

forward a copy of this resolution to the Recreation and the Accounting Departments.

RESOLVED, all Town Hall Departments may review and obtain a copy of this resolution from the electronic storage device and if needed, a certified copy of same may be obtained from the Office of the Town Clerk.

THE VOTE




Y:\2016 RESOLUTIONS\04.05.16\197 - ACT - CP20039.docx

04.05.2016 160197

TOWN OF RIVERHEAD

Resolution # 197

CAPITAL PROJECT # 20039 PARKWAY STREET LAUNDRY

BUDGET ADJUSTMENT

Councilman Hubbard offered the following resolution,

which was seconded by Councilman Dunleavy WHEREAS, the Riverhead Sewer District has received $5,000.00 from the

developer for additional Map and Plan engineering services needed at 1044 Parkway Street Laundry.

RESOLVED, that the Supervisor be, and hereby authorized to establish the

following budget adjustment: FROM TO

414.092705.421050.20039 Developer Fees 5,000.00 414.081300.543504.20039 Professional Services-Engineer 5,000.00

BE IT FURTHER RESOLVED, that the Town Clerk is hereby authorized to

forward a copy of this resolution to the Accounting and Sewer Departments. RESOLVED, all Town Hall Departments may review and obtain a copy of this

resolution from the electronic storage device and if needed, a certified copy of same may be obtained from the Office of the Town Clerk.

THE VOTE




Y:\2016 RESOLUTIONS\04.05.16\198 - ACT - CP30114 Budget Adjustment Stoneleigh Retirement III.docx

04.05.2016 160198

TOWN OF RIVERHEAD

Resolution # 198

STONELEIGH RETIREMENT COMMUNITY PHASE III WATER CAPITAL PROJECT #30114

BUDGET ADJUSTMENT



WHEREAS, a budget adjustment of $1,623.73 is necessary to cover $2,675.52 of additional construction costs associated with labor and materials at Stoneleigh Retirement Community Phase III; and

WHEREAS this additional work was completed by the Riverhead Water District. RESOLVED, that the Supervisor be, and is hereby, authorized to establish the


412.083200.547900.30114 Contingency 1,856.52

412.083200.523002.30114 Construction 1,856.52

BE IT FURTHER RESOLVED, that the Town Clerk is hereby authorized to forward

a copy of this resolution to the Accounting and Water Departments.


THE VOTE




Y:\2016 RESOLUTIONS\04.05.16\199 - ACT - CP30123 Budget AdjustmentStoneleigh Retirement IV.docx

04.05.2016 160199

TOWN OF RIVERHEAD

Resolution # 199

STONELEIGH RETIREMENT COMMUNITY PHASE IV WATER CAPITAL PROJECT #30123

BUDGET ADJUSTMENT



WHEREAS, the Riverhead Water District along with H2M request a budget adjustment to cover additional construction work for Stoneleigh Woods, Phase IV.

RESOLVED, that the Supervisor be, and is hereby, authorized to establish the


412.083200.547900.30123 Contingency 2,442.73

412.083200.523002.30123 Water Mains/Laterals 2,442.73

BE IT FURTHER RESOLVED, that the Town Clerk is hereby authorized to forward

a copy of this resolution to the Accounting and Water Departments.


THE VOTE




Y:\2016 RESOLUTIONS\04.05.16\200 - CD - Resolution for NYSESD Water Pipe Ext Contract $125K Proj#AA550 CFA#54353 (II).doc

04.05.2016 160200

TOWN OF RIVERHEAD

Resolution # 200

AUTHORIZES SUPERVISOR TO SIGN AND ACCEPT THE NYS ESD $125,000 GRANT FOR CONSTRUCTION OF AN INTERCONNECTION BETWEEN

RIVERHEAD WATER DISTRICT AND SUFFOLK COUNTY WATER AUTHORITY



WHEREAS, Governor Cuomo has directed the following State agencies to make New York State funding resources available through the Consolidated Funding Application (“CFA”) process: Empire State Development; NYS Canal Corporation; Energy Research and Development Authority; Environmental Facilities Corporation; Homes and Community Renewal; Department of Labor; Parks, Recreation and Historic Preservation; Department of State; and Department of Transportation; and

WHEREAS, the Long Island Economic Development Regional Council has been charged with developing criteria for project proposals for the Long Island Region that will focus on the near-term creation and retention of jobs, in particular those that leverage public and private investment dollars and provide a return on public investment; and

WHEREAS, the Town of Riverhead Water District and Suffolk County Water Authority seek to construct an interconnection to develop water infrastructure at EPCAL to service businesses in the Town of Riverhead and Eastern Long Island; and

WHEREAS, the proposed water infrastructure project will implement Long Island Economic Development Regional Council goals identified in the strategic plan to develop EPCAL in an effort to create jobs, enhance tax base, and incentivize private investment in the region through smart growth development; and

WHEREAS, the water infrastructure project will implement Town of Riverhead CDA goals to redevelop the Enterprise Park at Calverton in an effort to create jobs and generate tax base by supporting targeted sustainable regional growth; and

WHEREAS, the Town of Riverhead Community Development Agency (CDA) on

behalf of the Town of Riverhead submitted a funding application to develop enhanced water infrastructure at EPCAL to service businesses in the Town of Riverhead and Eastern Long Island; and

WHEREAS, the NYS ESD recommended funding the EPCAL sewer

infrastructure and awarded $125,000 towards the project.

Y:\2016 RESOLUTIONS\04.05.16\200 - CD - Resolution for NYSESD Water Pipe Ext Contract $125K Proj#AA550 CFA#54353 (II).doc

NOW THEREFORE BE IT RESOLVED, that the Town of Riverhead Board authorizes the Supervisor to accept the CFA Grant Award for funding to support development of enhanced water infrastructure at the Enterprise Park at Calverton; and

BE IT FURTHER RESOLVED, that the Town of Riverhead Board authorizes the

Accounting Department to set up appropriate budget lines and authorizes purchase orders as required to be issued; and

BE IT FURTHER RESOLVED, that the Town Clerk forward copies of this resolution to Community Development, the Accounting Department, Water District Superintendent, and the Town Attorney; and

BE IT FURTHER RESOLVED, that all Town Hall Departments may review and obtain a copy of this resolution from the electronic storage device and, if needed, a certified copy of same may be obtained from the Office of the Town Clerk.

THE VOTE




04.05.2016 160201

TOWN OF RIVERHEAD

Resolution # 201

AWARDS BID FOR PAINT 2016


which was seconded by Councilman Dunleavy

WHEREAS, that the Town Clerk did publish and post a Notice to Bidders for the Town of Riverhead Annual Paint Bid; and

WHEREAS, five (5) bids were received, opened and read aloud in the Office of the Town Clerk, 200 Howell Avenue, Riverhead, NY 11901 on February 29, 2016 at 2:00 pm; and

WHEREAS, the bids were reviewed and a bid tabulation was prepared and presented to the Town Board for review.

NOW, THEREFORE, BE IT RESOLVED, that the Annual Paint Bid for 2016 be awarded as follows: Aboff’s, Inc. – Item 1, 4, 6, 19,21, 22, 23, 25, 26, 37, 38,51a, 51b, 514c, 52a, 52b, 52c, 52d, 53a, 53b, 54a, 54b, 56, 57, 65 Fourmen Corp. d/b/a Willis Paint – Item 66, 67 Mercury Paint Corporation – Item 7, 18, 27, 31, 32, 44, 45, 49, 51d, 51f, 53a, 53b, 53d, 58, 59, 60, 64 Sherwin Williams Company – Item 2, 3, 5, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 24, 30, 33, 34, 35, 36, 39, 40, 41, 42, 43, 46, 47, 50,55, 61, 62, 63

NOW, THEREFORE, BE IT FURTHER RESOLVED, that the Town Clerk be and is hereby authorized to forward a copy of this resolution to all vendors listed above, the Purchasing Department and the Office of Accounting; and


THE VOTE

Hubbard Yes No Giglio Yes No Wooten Yes No Dunleavy Yes No

Walter Yes No The Resolution Was Was Not Thereupon Duly Declared Adopted

2016 PAINT BIDITEM PAINT PRODUCTS OR APPROVED EQUAL UNIT ABOFFS FOURMEN MERCURY SHERWIN PIONEER1 SUPER PAINT STAIN WHITE #A89W1151 GAL BEN MOORE 19.49 089 BEN MOORE 28.00 PPG 72-45 27.64 SUPER 21.20 NB2 ONE COAT SELF PRIMING HOUSE PAINT-ASST -BM 103 GAL BEN MOORE 20.95 103 BEN MOORE 34.00 PPG 76-45XY 28.24 SUPER 19.91 NB3 OIL BASE HOUSE PAINT EXTERIOR-ASST -BM 110 GAL NB P22 BEN MOORE 24.00 PPG 7-01XY 46.60 INDUSTRIAL 17.70 NB4 EXTERIOR TRIM LATEX ENAMEL-ASST-BM 096 GAL BEN MOORE 21.49 096 BEN MOORE 36.00 PPG 78-45XY 28.24 SUPER 23.19 NB5 ALKYD GLOSS SASH & TRIM ENAMEL-ASST -BM 110 GAL NB P22 BEN MOORE 24.00 PPG 6-282XY 36.75 INDUSTRIAL 17.70 NB6 ROYAL ONE COAT CEILING WHITE-BM 258 GAL BEN MOORE 9.45 258 BEN MOORE 22.00 PPG 17-45 16.81 PROMAR 13.21 NB7 ROYAL ONE COAT INTERIOR LATEX-ASST -BM 215 GAL 19.49 215 BEN MOORE 28.00 PPG 6-70XX 16.81 CASHMERE 22.55 NB8 ROYL LATEX SEMI-GLOSS-ASST COLORS-BM 333 GAL 20.99 333 BEN MOORE 33.00 PPG 6-500XX 22.82 PROMAR 18.24 NB9 ROYAL ALKYD SEMI-GLOSS-ASST COLORS-BM 207 GAL NB P24 BEN MOORE 29.00 [[G 6-900XX 28.24 PROCLASSIC 27.61 NB10 INTERIOR LATEX FLAT-BM 275 GAL BEN MOORE 14.99 275 BENMOORE 16.00 PG 1210.XX 17.70 PROMAR 15.77 NB11 INTERIOR VINYL LATEX GLOSS-BM 276 GAL BEN MOORE 21.95 276 BEN MOORE 19.75 PPG 1251-XX 20.42 PROMAR 16.81 NB12 EXTERIOR VINYL LATEX FLAT-BM 171 GAL BEN MOORE 20.99 171 BEN MOORE 19.00 PPG 6-8504 21.62 DURACRAFT 17.61 NB13 EXTERIOR VINYL LATEX SEMI-GLOSS-BM 170 GAL BEN MOORE 21.49 170 BEN MOORE 24.00 PPG 6-8524 22.82 DURACRAFT 18.66 NB14 EXTERIOR VINYL LATEX GLOSS-BM M 28 GAL BEN MOORE 22.95 P28 BEN MOORE 29.00 PPG 90-1306 46.60 SHERWIN 19.97 NB15 MASONRY ENAMEL - GLOSS-MB M22 GAL NB P22 BEN MOORE 24.00 PPG 7-801XX 46.60 IDUSTRIAL 18.10 NB16 PORCH & DECK ENAMEL - BM 112 GAL ABOFFS 24.99 P22 BEN MOORE 24.00 PPG 3-617XX 40.27 INDUSTRIAL 18.10 NB17 EXTERIOR WOOD STAIN OLYMPIC GAL 26.51 640 BENJMOORE 28.00 CABOT 35.28 SUPERDECK 15.55 NB18 WOOD PRESERVATIVE/WATERPROOF, THOMPSON GAL WOODLIFE CLASSIC 12.75 THOMPSON 18.00 ZINSSER 11.00 SUPER DECK 14.29 NB19 FIELD MARKING PAINT, LATEX (5 GAL CONTAINER) GAL SEYMOUR 32.40 E TP WHITE 42/5 GALLONS SAPOLIN RTU 34.45 UNSTRIPE 5 GAL 35.00 PIO 32.0020 AUTOMOTIVE PAINT -OMAHA ORANGE GAL NB NB NB NB NB

RUSTOLEUM-ASST COLORS OR APPROVED EQUAL21 SPRAY-ASST COLORS (SPECIFY OZ/CAN 11.5) 5 STAR GAL RUSTOLEUM 2X 3.35 RUSTOLEUM 4.80 KRYLON ASST 4.19 KRYLON 3.43 PIO 43.0022 RUSTY METAL PRIMER RUST X GAL RUSTOLEUM 30.54 RUSTOLEUM 33.00 RUSTOLEUM 34.53 NB NB23 NEW METAL PRIMER GAL RUSTOLEUM 30.54 RUSTOLEUM 33.00 RUSTOLEUM 34.53 KEM BONO 19.79 NB24 RUSTOLEUM - ASST COLORS GAL NB RUSTOLEUM 34.00 RUSTOLEUM 34.53 INDUSTRIAL 17.10 NB

WOOD PRESERVATIVE PRODUCTS OR APPROVED EQUAL25 C-W-F CLEAR GAL WOODCLIFF CLASSIC 12.75 THOMPSONS 17.00 FLOOD 23.88 SUPERDECK 14.29 NB26 THOMPSONS WATER SEAL CLEAR GAL WOODCLIFF CLASSIC 12.75 18 THOMPSON 18.94 NB NB27 WOOD PRESERVATIVE /STAIN EXTERIOR, WOODLIFE GAL NB 12.75 ZINSSER 11.00 SUPERDECK 18.71 NB28 THOMPSON WATER SEAL SOLID COLORS GAL NB 640 BEN MOORE 31.00 NB NB NB29 THOMPSON WATER SEAL SEMI-GLOSS GAL NB NB NB NB NB30 MINWAX WOOD PRESERVATIVE/STAIN INTERIOR ASST GAL MINWAX 28.95 NB MINWAX 26.82 MINWAX 28.54 NB31 MINWAX INTERIOR GLOSS PLYURETHANE GAL OLD MASTERS 36.50 MINWAX 36.00 MINWAX 28.44 MINWAX 48.51 NB32 MINWAX INTERIOR SATIN POLYURETHANE GAL OLD MASTERS 36.50 MINWAX 36.50 MINWAX 28.44 MINWAX 48.51 NB33 MINWAX EXTERIOR GLOSS POLYURETHANE GAL MINWAX HELMSMAN 44.75 NB LASTNLAST 41.84 MINWAX 39.12 NB34 MINWAX EXTERIOR SATIN POLYURETHANE GAL MINWAX HELMSMAN 44.75 NB LASTNLAST 41.84 MINWAX 39.12 NB35 VARATHANE GLOSS WATER BASE GAL OLD MASTERS 43.95 32 FLECTO 43.65 SHERWIN 24.20 NB36 VARATHANE SATIN WATER BASE GAL OLD MASTERS 43.95 32 FLECTO 43.65 SHERWIN 24.20 NB37 VARATHANE GLOSS OIL BASE GAL OLD MASTERS 36.50 41 FLECTO 37.23 WOODCLASS 48.51 NB38 VARATHANE SATIN OIL BASE GAL OLD MASTERS 36.50 41 FLECTO 39.49 MINWAX 48.51 NB39 PITTSBURGH SPEEDHIDE EGGSHELL GAL NB 538 BEN MOORE 89.00 PPG 98.94 SHERWIN 59.75 NB40 PITTSBURGH SPEEDHIDE EGGSHELL 5GAL NB 538 BEN MOORE 18.00 PPG 19.82 PROP SOL 12.20 NB41 PITTSBURGH SPEEDHIDE EGGSHELL GAL NB 538 BE MOORE 18.00 PPG 19.82 SHERWIN 12.20 NB42 PITTSBURGH SEMI GLOSS 5 GALL NB 539 BEN MOORE 89.00 PPG 113.97 SHERWIN 64.90 NB43 PITTSBURGH SEMI GLOSS GAL NB 539 BEN MOORE 19.00 PPG 22.82 SHERWIN 13.20 NB44 2 PART EPOXY A GAL NB V440 BEN MOORE 48.00 PPG 47.50 NB NB45 2 PART EPOXY B GAL NB V440-90 BEN MOORE 14.00 PPG 47.50 NB NB46 AQUAPON 09/3/01 GAL NB V450 BEN MOORE 36.00 PPG 47.50 SHERWIN 27.12 NB47 AUQUPON 98-98.01 GAL NB 50-90 QT BEN MOORE 9.00 PPG 47.50 SHERWIN 12.71 NB48 LOXON XP WATERPROOFING SYSTEM A24 SERIES GAL NB NB CABOT 1000 22.18 LOXON 15.21 NB

2016 PAINT BIDITEM PAINT PRODUCTS OR APPROVED EQUAL UNIT ABOFFS FOURMEN MERCURY SHERWIN PIONEER49 LOXON ANTI-GRAFFITI COATING, CLEAR, B97C150 GAL NB NB ZINSSER35.45 SHERWIN 91.90 NB50 WATERPROOFING COATING, EXTRA WHITE, A24W451 GAL NB NB NB SHERWIN 15.21 NB51 STRAIGHT BRUSHES FOR LATEX PAINT EACH ARROW 12 PK

1 1/2" 1.8 2.49 2.72 NB NB2" 2.25 3.49 2.96 3.78 NB2 1/2" 3.5 4.49 3.96 4.27 NB3" 4.25 5.49 4.23 4.77 NB3 1/2" NB NB NB NB NB4" 5.95 NB 5.62 7.06 NB

52 ANGLED BRUSHES FOR LATEX EACH ARROW 12 PK1 1/2" 2.5 2.49 2.87 3.35 NB2" 2.95 3.49 3.37 4 NB2 1/2" 3.95 4.49 4.08 4.31 NB3" 4.5 5.49 4.52 5.29 NB3 1/2" NB NB NB NB NB4" NB NB NB NB NB

53 STRAIGHT BRUSHES FOR LATEX PAINT EACH ARROW 12 PK1 1/2" 2 2.49 2.98 NB NB2" 2.95 3.49 3.42 3.89 NB2 1/2" 4.5 4.49 3.52 4.17 NB3" 6 5.49 4.72 5.29 NB3 1/2" NB NB NB NB NB4" 8.5 NB 6.2 6.99 NB

54 ANGLED BRUSHES FOR OIL BASE PAINT EACH ARROW 12 PK1 1/2" 2.25 3.49 3.24 3.49 NB2" 3 4.49 3.6 4.25 NB2 1/2" 4.5 5.49 4.23 4.55 NB

55 9" ROLLERS EACH WOOSTER 2.75 PACOA 4.99 LINZER 2.37 H/D 1.59 NB56 LARGE ROLLER PANS, DEEP EACH ENCORE 2.60 PACOA 5.99 ARROW RM 435 4.88 PROTRAY 6.73 NB57 INSERTS FOR DEEP ROLLER PANS EACH ENCORE .60 PACOA 1.49 ARROW RM412 1.00 LINZER .88 NB58 2" BLUE PAINTERS TAPE EACH DOLPHIN 5.50 3M 6.99 BLUE DOLPHIN 4.49 3M 5.96 NB59 11/2" BLUE PAINTERS TAPE EACH DOLPHIN 4.95 3M 5.99 BLUE DOLPHIN 3.55 3M 7.77 NB60 9" ROLLER COVERS FOR ROUGH, MEDIUM, SMOOTH EACH ABOFFS 2.20 PACOA 1.99 LINZER 12 PK 1.65 CONTRACTOR 7.88 NB61 9" ROLLER COVERS FOR CONTACT CEMENT EACH BESTT 2.75 NB ARROW 50 PK 2.26 SOLVANT 2.12 NB62 9" ROLLER COVERS FOR STAIN EACH ABOFFS 2.65 PACOA 2.49 LINZER 12 PK 937C2 1.43 9" POLY .97 NB63 ROLLER HANDLES FOR 6" MINI ROLLERS (NOT WHITE) EACH PREMIERE 2.45 PACOA 2.99 ARROW 12PK 2.93 MINIROLLER 1.19 NB64 4" STAIN BURHEES THAT FIT BROOM STICK HANDLE EACH ABOFFS 9.00 PACOA 9.99 ARROW 6 PK 8.91 18.88 NB65 4" ROLLER HANDLES FOR MINI ROLLERS (NOT WHITE) EACH PREMIERE 2.25 PACOA 2.49 ARROW 12 PK 2.65 MINIROLLER 2.41 NB66 6" MINI COVERS FOR MINI ROLLER (NOT WHITE) EACH 2 PK ABOFFS 2.25 PACOA 1.29 ARROW 12 PK 1.64 MINIROLLER 2.86 NB67 4" MINI COVERS FOR MINI ROLLERS (NOT WHITE) EACH 2 PK SHORELINE 2.25 PACOA 1.09 ARROW 12 PK 1.40 MINIROLLER 3.12 NB

Y:\2016 RESOLUTIONS\04.05.16\202 - ENG - NTB FIRE SECURITY4 5 16.doc

04.05.2016 160202

TOWN OF RIVERHEAD

Resolution # 202

AUTHORIZES TOWN CLERK TO POST AND PUBLISH THE ATTACHED NOTICE TO BIDDERS FOR FIRE AND SECURITY ALARM CONTRACT



RESOLVED, that the Town Clerk be and is hereby authorized to post and publish the attached Notice to Bidders for the Town of Riverhead Fire and Security Alarm Contract in the April 14, 2016 issue of the official Town newspaper; and

BE IT FURTHER RESOLVED, that the Town Clerk be and is hereby authorized to forward a copy of this resolution to the Engineering Department, Purchasing Department and the Office of Accounting; and


THE VOTE




Y:\2016 RESOLUTIONS\04.05.16\202 - ENG - NTB FIRE SECURITY4 5 16.doc

TOWN OF RIVERHEAD NOTICE TO BIDDERS

Sealed proposals for the Fire and Security Alarm Contract must be submitted to the Office of the Town Clerk at Riverhead Town Hall, 200 Howell Avenue, Riverhead, New York no later than 4:00 pm on May 5, 2016 and will be publicly opened and read aloud on May 6, 2016 at 11:00 am in the Office of the Town Clerk. Specifications may be examined and/or obtained on or about April 14, 2016 by visiting the Town of Riverhead website: www.townofriverheadny.gov and click on Bid Requests. Each proposal must be submitted on the Bid Form provided and in a sealed envelope clearly marked, “Fire and Security Alarm Contract”. All potential bidders are encouraged to inspect all town facilities listed as part of this bid request. Potential bidders must register with the Engineering Department prior to being escorted by an authorized town employee for all building inspections for April 27, 2016 or April 28, 2016 both starting at 10 am at the office of Engineering, 1295 Pulaski Street, Riverhead, NY 11901. Identification must be presented and will be copied prior to inspection. Please take further notice, that the Town Board reserves the right to reject in whole or in part any or all bids, waive any informality in the bids and accept the bid which is deemed most favorable in the interest of the Town of Riverhead. The Town Board will use its discretion to make judgmental determination as to its best estimate of the lowest bidder. Note: Bid responses must be delivered to the Office of the Town Clerk at the address above. The Town may decline to accept, deem untimely and/or reject any bid response/proposal that is not delivered to the Office of the Town Clerk. Comments and/or questions from prospective bidders must be submitted in writing to [email protected] no later than 4:00 pm est, April 27, 2016. BY ORDER OF THE RIVERHEAD TOWN BOARD DIANE M. WILHELM, TOWN CLERK Riverhead, New York 11901 Dated: April 5, 2016

http://www.townofriverheadny.gov/

mailto:[email protected]

Y:\2016 RESOLUTIONS\04.05.16\203a - ENG - NTB RequestRFP EngServices 3 28 16 (002).doc

04.05.2016 160203

TOWN OF RIVERHEAD

Resolution # 203

AUTHORIZES TOWN CLERK TO POST AND PUBLISH REQUEST FOR PROPOSALS FOR YOUNGS AVENUE LANDFILL TESTING, MAINTENANCE AND

MONITORING



WHEREAS, in order to comply with the approved New York State Department of Environmental Conservation post closure plan for the Youngs Avenue Landfill and to re-affirm the Town of Riverhead commitment to comply with all requirements and scheduled activities as outlined in the NYS DEC approved post closure maintenance and monitoring plan (PCMMP), the Town wishes to solicit requests for proposals for professional engineering firms for services related to the required inspections, testing and reporting activities.

NOW, THEREFORE, BE IT RESOLVED, that the Town Board of the Town of Riverhead be and does hereby authorize the Town Clerk to publish and post the attached Request for Proposals for the Youngs Avenue Landfill Maintenance and Monitoring in the April 7, 2016 issue of the official Town newspaper; and

BE IT FURTHER RESOLVED, that the Town Clerk be and is hereby authorized to forward a certified copy of this resolution to Kenneth Testa, P.E., Office of the Town Attorney, Purchasing Department and the Office of Accounting.


THE VOTE




Y:\2016 RESOLUTIONS\04.05.16\203a - ENG - NTB RequestRFP EngServices 3 28 16 (002).doc

TOWN OF RIVERHEAD REQUEST FOR PROPOSALS

Sealed proposals for the Youngs Avenue Landfill Maintenance and Monitoring RFP must be submitted to the Office of the Town Clerk at Riverhead Town Hall, 200 Howell Avenue, Riverhead, New York no later than 4:00 pm on April 21, 2016 and will be publicly opened and read aloud on April 22, 2016 at 11:00 am in the Office of the Town Clerk. Specifications may be examined and/or obtained on or about April 7, 2016 by visiting the Town of Riverhead website: www.townofriverheadny.gov and click on Bid Requests. Each proposal must be submitted on the Form provided and in a sealed envelope clearly marked, “Youngs Avenue Landfill Maintenance and Monitoring”. . Please take further notice, that the Town Board reserves the right to reject in whole or in part any or all RFP’s, waive any informality in the proposals submitted and accept the proposal which is deemed most favorable in the interest of the Town of Riverhead. The Town Board will use its discretion to make judgmental determination as to its best estimate of a successful request for proposal. Note: RFP responses must be delivered to the Office of the Town Clerk at the address and times listed above. The Town may decline to accept, deem untimely and/or reject any RFP response/proposal that is not delivered to the Office of the Town Clerk. Comments and/or questions from prospective bidders must be submitted in writing to [email protected] no later than 4:00 pm est, April 18, 2016. BY ORDER OF THE RIVERHEAD TOWN BOARD DIANE M. WILHELM, TOWN CLERK Riverhead, New York 11901 Dated: April 7, 2016

http://www.townofriverheadny.gov/


TOWN OF RIVERHEAD

CONSULTANT SCOPE OF PROFESSIONAL SERVICES

YOUNG’S AVENUE LANDFILL POST CLOSURE MAINTENANCE AND MONITORING

The Town of Riverhead is currently soliciting Proposals from Professional Engineering firms for execution of the Town’s NYSDEC recently approved Young’s Ave. Landfill Post Closure Maintenance and Monitoring Plan (PCMMP) a copy of which is attached hereto.

1. SCOPE OF SERVICES

During the term of this Agreement, the selected consultant shall provide Professional Engineering Services required to perform all NYSDEC required monthly, post storm event and all other inspections required by the PCMMP and prepare monthly, quarterly and annual reports for submission to DEC per the PCMMP. Other services shall include performing quarterly and baseline ground water and methane gas sampling, analysis and reporting. It is the Town’s intention that the selected consultant will be responsible to assuring timely completion of all required inspections, sampling. Testing, analysis and reporting to assure continued compliance with the Town’s DEC approved PCMMP.

Task I – Required inspections.

Perform all DEC required inspections and preparing resulting reports and recommendations for any deficiencies found during inspections. Inspection must be completed on a timely basis and resulting reports submitted to the Local regional office of the NYSDEC attention Eric Lenio, Division of Solid Waste with copy to the Office of the Town Engineer, 1295 Pulaski Street, Riverhead, NY. Schedules of required inspections and scope of in sections are contained in the accompanying PCMMP.

Task II – Methane Gas and Ground Water Sampling, Analysis and Reporting.

Under this task, the consultant shall schedule, coordinate and supervise quarterly, baseline and special gas and water sampling events as specified by the DEC. Within three weeks of each required sampling event the consultant shall contact Mr. Eric Lenio or other designated DEC official with notice of intent to sample and schedule accordingly such that the DEC representative, at his or her option, can be present during the sampling activities. Sampling shall be in accordance with the scheduling and sampling procedures approved by DEC and contained in the attached appendix # 1. Sampling locations consist of 6 on site methane gas probes, 5 pairs of ground water sampling well each pair consisting of one shallow well and one deep well. Two well sets are located on the landfill site and 3 sets are off site in close proximity to the landfill. See attached maps for precise well and probe locations. Upon completion of sampling the consultant shall immediately forward samples to the consultant’s analytical laboratory for analysis and shall maintain a proper chain of custody. Upon receipt of sample laboratory analysis results the consultant shall perform a comparison of result values against previous sampling events and historical area ground water sample results which will be provided to the consultant.

Part III - Reporting

The selected consultant will be required to prepare and submit all inspection reports, post repair reports, water and gas sampling results and analytical reports comparing water and gas sample results to previous and historical sampling result values. All reporting documents will be provided to the Town Engineer with both a hard copy and electronically either by disc or email to the Town Engineer.

Part IV – Fee Proposal Summary of fee Proposal Responding consultant shall provide a cost breakdown for providing the services as described above in conformance with the follow breakdown TO BE PROVIDED IN A SEPARATE SEALED ENVELOPE. Costs for services currently anticipate and identified above and in appendixes should be provide in the seal cost proposal along with hourly rates for personnel anticipate to be utilized on this project. Any additional service that may be required above and beyond the tasks outline above will be negotiated with the selected firm as they may arise and will be based on the hourly rates provided.

Task I Monthly, post storm and as needed inspections

Provide cost per inspection event to include all reports and recommended repairs

Part II Methane Gas and Ground Water Sampling, Analysis and Reporting

Provide total cost per cycle to include 4 quarterly and one baseline per cycle

Part III Reporting

Provide annual cost to provide all reports

Project detailed cost breakdown for each task listed in table above. The breakdown should include sufficient detail of staff hours and pay rates for each subpart to allow the Town to understand and analyze how the cost was derived. PLEASE NOTE, FEE PROPOSAL AND BACK UP IS TO BE PROVIDED IN A SEPARATE SEALED ENVELOPE AND, THE TECHNICAL QUALIFICATIONS AND EXPERIENCE PROPOSAL SHALL NOT INCLUDE ANY FEE INFORMATION. 2. TERM OF AGREEMENT

The Agreement shall commence upon execution of a professional services agreement between the consultant and the Town of Riverhead based upon the scope of services and conditions of this document and shall run through the term of one complete cycle defined as four quarterly and one baseline sampling event per the attached DEC approved sampling schedule which would amount to 15 months for five quarters (one quarterly baseline and four subsequent quarterly sampling events). The term of this agreement can be extended upon mutual agreement for a maximum of 3 sampling cycles. 3. PAYMENT

For these services Town of Riverhead will pay Consultant an agreed upon fee for each inspection performed including all costs to prepare and submit said inspection reports, and for each quarterly or baseline sampling event in accordance with cost per event agreed upon by the town and the consultant. Total fee shall not exceed the agreed upon maximum fee unless additional services are agreed upon by the Town. The Town will require the submission of documentation, including time records for staff working on this project solely for the purposes of verification of completion of the project or a portion of the project. The Town shall not have any liability for any other expenses or costs incurred by Consultant except for expenses expressly provided for and agreed upon by the Town.

Consultant shall not incur any expenses on Town’s behalf except for those items expressly agreed upon and provided by the consultant and included in the final agreement between the Town and the Consultant. Invoices for services and reimbursable expenses shall contain the following statement signed by Consultant, or if this Agreement is with a firm, an officer or authorized representative of the firm: "I hereby certify, to the best of my knowledge and belief, that this invoice is correct, and that all items invoiced are based upon actual costs incurred or services rendered consistent with the terms of the professional services agreement." Each invoice for reimbursable expenses shall be supported by: (a) an itemized description of expenses claimed; (b) pertinent information relative to the expenses; and (c) attached receipts. Invoices shall reference this Agreement or otherwise be identified in such a manner as Town may reasonably require.

4. RIGHTS TO DOCUMENTS OR DATA

All information and data, regardless of form, generated in the performance of, or delivered under, this Agreement, as well as any information provided to Consultant by Town, shall be and remain the sole property of Town. Consultant shall keep all such information and data in confidence and not disclose or use it for any purpose other than in performing this Agreement, except with Town's prior written approval. In the event that the legal right in any data and information generated in the performance of this Agreement does not vest in Town by law, Consultant hereby agrees to assign and assigns to Town such legal rights in all such data and information. Final payment shall not be due hereunder until after receipt by Town of such complete document and data file, or a certification that there is no such information created by the services performed under this agreement, and receipt of all information and data which is the property of Town. These obligations shall survive the termination of this Agreement. The consultant shall provide the Town Engineer copies of any and all inspection reports, sampling results, reports and any other data generated from the contracted services. All documents, data, etc. shall be forwarded to the Town Engineer as a mailed hard copy as well as electronically either by disc or email. 5. PUBLICITY

Consultant shall not, without the prior written consent of Town, in any manner advertise or publish the fact that Town has entered into this Agreement with Consultant. Consultant shall not, without the prior written consent of the Town, provide, release or make available for inspection any document, data, written material of any kind without the prior written consent of at least three members of the Town Board or by resolution of the Town Board.

6. ASSIGNMENT AND SUBCONTRACTING

Performance of any part of this Agreement may not be subcontracted nor assigned without, in each case, the prior written consent of at least three members of the Town Board or by resolution of the Town Board, with the exception of the sub-contract for testing services.

7. TERMINATION

This Agreement may be terminated at any time by either party upon 30 days written notice to the other party. In the event of such termination, Town shall have no further obligation to Consultant except to make any payments which may have become due under this Agreement.

8. RECORDS

Consultant shall keep accurate records of the time spent in the performance of services hereunder. The Town shall, until the expiration of seven years after final payment under this Agreement, have access to and the right to examine any directly pertinent books, documents, papers and records of

Consultant involving transactions related to this Agreement.

9. ADDITIONAL SERVICES

The post closure maintenance and monitoring of the Young’s Ave Landfill is being performed as required by NYSDEC Part 360 regulations and although the current PCMMP has been approved by DEC it is possible that the continued maintenance and monitoring of the landfill could required additional professional services due to any storm damage, erosion, out of range sample results, unanticipated settling or any other unanticipated occurrence. Should such need arise the consultant and the Town will negotiate and agree upon the cost of such required additional services based on anticipated level of effort and hourly rates agreed upon by the Town and The Consultant upon execution of a Professional Services Agreement entered into as described above. Under no circumstances shall any additional professional service be provided without a written purchase order or purchase order change order being issued by the Town at the hourly rates agreed to herein.

10. NOTICES Any notice shall be considered as having been given: (i) to Town of Riverhead if mailed by certified mail, postage prepaid to Town of Riverhead, Attention: Ken Testa, P.E., 200 Howell Avenue, Riverhead, NY 11901; or (ii) to Consultant if mailed by certified mail, postage prepaid. 11. COMPLIANCE WITH LAWS Consultant shall comply with all applicable federal, state, and local laws and ordinances and regulations in the performance of its services under this Agreement. Consultant will notify Town immediately if Consultant's work for Town becomes the subject of a government audit or investigation. Consultant will promptly notify Town if Consultant is indicted, suspended or debarred. Consultant represents that consultant has not been convicted of fraud or any other felony arising out of a contract with any local, state or federal agency. In carrying out the work required hereunder Consultant agrees not to make any communication to or appearance before any person in the executive or legislative branches of the local, state or federal government for the purpose of influencing or attempting to influence any such persons in connection with the award, extension, continuation, renewal, amendment or modification of any contract or agreement. Consultant may perform professional or technical services that are rendered directly in the preparation, submission or negotiation activities preceding award of a Town agreement/contract or to meet requirements imposed by law as a condition for receiving the award but only to the extent specifically detailed in the statement of work. Professional and technical services are limited to advice and analysis directly applying Consultant's professional or technical discipline.

12. INSURANCE, INDEMNITY AND LIABILITY Consultant shall carry Comprehensive General Liability Insurance in the amount of One Million Dollars naming the Town of Riverhead additionally insured and, if applicable, worker's compensation insurance. Consultant hereby indemnifies and holds the Town, its departments, officers, agents and employees, harmless against any and all claims, actions or demands against Town, its departments, officers, agents and employees and against any and all damages, liabilities or expenses, including counsel fees, arising out of the acts or omissions of Consultant under this Agreement. 13. CONFLICT OF INTEREST Consultant hereby represents and covenants that neither it nor any of its employees or representatives has or shall have, directly or indirectly, any agreement or arrangement with any official, employee or representative of the Town of Riverhead which any such official, employee, representative shall receive

either directly or indirectly anything of value whether monetary or otherwise as the result of or in connection with any actual or contemplated application before any department of the Town, contract with the town for sale of any product or service. Consultant further represents and covenants that neither it nor any of its employees or representatives has offered or shall offer any gratuity to the Town, its officers, employees, agents or representatives with a view toward obtaining this Agreement or securing favorable treatment with respect thereto. Consultant further represents that it will not engage in any activity which presents a conflict of interest in light of its relationship with Town.

14. DISCLOSURE The Town shall have the right, in its discretion, to disclose the terms and conditions of this Agreement (as it may be amended from time to time), including but not limited to amounts paid pursuant hereto, to agencies of the local, state and federal government.

15. DISPUTES If Consultant fails to perform any of its obligations hereunder in accordance with the terms hereof, then after reasonable notice to Consultant not to exceed thirty (30) days, and an opportunity for Consultant to cure such failure, (except in case of emergency), the Town may (but shall not be obligated to) cure such failure at the expense of the Consultant, and the amount incurred by the Town in connection with such cure shall be payable by Consultant to Town on demand. Notwithstanding the above, any dispute arising under this Agreement which is not settled by Agreement of the parties may be settled by appropriate legal proceedings. Pending any decision, appeal or judgment in such proceedings or the settlement of any dispute arising under this Agreement, Consultant shall proceed diligently with the performance of this Agreement in accordance with the decision of Town. 16. FORM OF PROPOSAL The consultant shall submit 5 copies of their proposal responding to this request to the office of the Town Clerk located at 200 Howell Avenue, Riverhead by the close of business on March 13, 2013. The proposal shall contain the following information and is to be formatted accordingly; I) Company Profile/History II) Past Landfill Maintenance and Monitoring Experience. III) Past experience with the investigation, closure, capping maintenance and monitoring of municipal

landfills. IV) Familiarity with the Town of Riverhead Young’s Ave. Landfill. V) Experience with coordinating and working closely in good relations with the New York State DEC

regional solid waste department and staff. VI) Project detailed cost breakdown for each task listed in section 1 above. The breakdown should

include sufficient detail of staff hours and pay rates for each subpart of section 1 to allow the Town to understand and analyze how the cost was derived. PLEASE NOTE, FEE PROPOSAL AND BACK UP IS TO BE PROVIDED IN A SEPARATE SEALED ENVELOPE AND, THE TECHNICAL QUALIFICATIONS AND EXPERIENCE PROPOSAL SHALL NOT INCLUDE ANY FEE INFORMATION.

17. CONSULTANT SELECTION CRITERIA Upon receipt of proposals, the Town of Riverhead will assemble a review committee consisting of appropriate personnel with sufficient knowledge of this project to effectively review the proposals, rank firms qualifications and make a recommendation to the Town Board. The initial phase of the Proposal review will be QUALIFICATIONS DRIVEN. The reviewing personnel will make a recommendation on

the ranking of firms based on the qualifications and experience of the firm and the proposed project staff as related to similar landfill post closure maintenance and monitoring projects. Once the technical review is done and only after the firms are ranked based on qualifications and experience on similar projects the fee proposals will be opened and compared. If the sleeted firm’s fee proposal significantly exceeds that of the second firm’s fee proposal, the Town will undertake to negotiate with the selected firm without disclosure of the remaining firm’s fee proposals. If these negotiations are successful and a mutual agreement is reached between the town and consultant, a final recommendation will be made to the town board to retain the selected firm. In the event that negotiations fail to result in a mutually agreeable fee than the Town will revert to the second ranking firm and similar negotiations. Upon reaching a fee agreement with a firm, this RFP will be converted into a Professional Services Agreement (PSA) and, upon acceptance of form and contact by both parties, will be subject to a Town Board Resolution authorizing the Town Supervisor to sign the agreement and forward it to the firm for singing by a duly authorized official of the firm. Once fully executed copies of the PSA will be provided to the firm, the Office of the Town Engineer will prepare a purchase order and notice to proceed will be issued to the firm by the Town Engineer. 18). SUBMISSION Please submit 5 copies of your proposal and any supporting documentation to the Office of the Town Clerk, 200 Howell Ave. Riverhead, NY 11901 by close of business (4:30 PM) on March 15, 2013. Any questions or clarifications should be directed to Kenneth Testa, PE, Office of the Town Engineer, 1295 Pulaski Street, Riverhead, NY 11901 or by email to: [email protected] Note: Responding firm are herby advised that under no circumstance should ANY billable work take place until such time as the firm has in its possession a fully executed PSA, a Purchase Order for the full amount of the agreed upon fee AND a written notice to proceed. In addition firms are hereby advised that absolutely NO additional fees beyond the agreed upon fee will be paid including such work as may be directed verbally or in writing by ANY Town official without that direction being accompanied by a executed Town Board Resolution and/or PSA modification AND a Purchase Order Modification for the additional services requested. THE TOWN SHALL NOT BE RESPONSIBLE FOR PAYING ANY ADDITIONAL FEES OR DIRECT EXPENSES THAT ARE PERFORMED PRIOR TO OBTAINING A PSA MODIFICATION AND PURCHASE ORDER MODIFICATION. 19. ATTACHEMNTS The complete RFP package consists of this 7 page document, a copy of the Town’s approved Post Closure and Maintenance and Monitoring Plan, approved sampling plan and schedule.


Post C losure Moni tor ing and Main tenance Opera t ions Manual

For Youngs Avenue Landf i l l

Presented to:

T O W N O F R I V E R H E A D

ENGINEERING DEPARTMENT 200 Howell Avenue

Riverhead, New York 11901

Prepared by:

S C S E N G I N E E R S O F N E W Y O R K , P C

140 Route 303 Valley Cottage, New York 10989

845-353-5727

Revision 1: March 2011

April 2010 File No. 13206007.00

Offices Nationwide

www.scsengineers.com

T o w n o f R i v e r h e a d

Y o u n g s A v e n u e L a n d f i l l i M a r c h 2 0 1 1 P C M M O M

T a b l e o f C o n t e n t s

Section Page

1 INTRODUCTION ....................................................................................................................................... 1 2 BACKGROUND ........................................................................................................................................ 2

2.1 SITE DESCRIPTION ........................................................................................................................... 2 2.2 LANDFILL COVER SYSTEM .............................................................................................................. 2

2.2.1 Temporary Erosion Control ..................................................................................................... 3 2.2.2 Permanent Erosion Control ...................................................................................................... 4

2.3 STORMWATER MANAGEMENT SYSTEM ................................................................................... 4 2.3.1 Youngs Avenue Pipe Storm System ....................................................................................... 4 2.3.2 Open Channels ........................................................................................................................ 5 2.3.3 Drainage Swales ..................................................................................................................... 5 2.3.4 Cap Drains ................................................................................................................................. 5 2.3.5 Pipe Downchutes and Manholes ............................................................................................ 5 2.3.6 Infiltration Basins ....................................................................................................................... 5 2.3.7 Culverts ....................................................................................................................................... 6

2.4 LANDFILL GAS MONITORING SYSTEM ..................................................................................... 6 2.4.1 Landfill Gas Vents .................................................................................................................... 6 2.4.2 Horizontal Gas Vent Trench ................................................................................................... 6 2.4.3 Perimeter Gas Monitoring Probes......................................................................................... 6

2.5 ANCILLARY SYSTEMS ..................................................................................................................... 7 2.6 PLANNED USES ............................................................................................................................... 7

2.6.1 Present Uses .............................................................................................................................. 7 2.6.2 Future Uses ................................................................................................................................. 8

2.7 RELATED DOCUMENTS .................................................................................................................. 8 2.8 CONTACTS ...................................................................................................................................... 8 2.9 RESOURCE REQUIREMENTS .......................................................................................................... 9

2.9.1 Groundwater Monitoring ...................................................................................................... 10 2.9.2 Landfill Gas Monitoring ........................................................................................................ 10 2.9.3 Other Maintenance Activities ............................................................................................... 10

2.10 PLAN COMPONENTS ........................................................................................................... 10 3 MONITORING PLAN ............................................................................................................................. 11

3.1.1 Summary of Landfill Cover System Monitoring Requirements ....................................... 11 3.2.1 Summary of Stormwater Management System Monitoring Requirements .................. 12 3.3.1 Summary of Previous Landfill Gas Monitoring Results .................................................... 13 3.3.2 Summary of Landfill Gas Monitoring Requirements ........................................................ 13 3.4.1 Summary of Ancillary System Monitoring Requirements ................................................. 14 3.5.1 Summary of Previous Groundwater Monitoring Results .................................................. 15 3.5.2 Summary of Groundwater Monitoring Requirements ...................................................... 16 3.6.1 Summary of Previous Surface Water Monitoring Results ............................................... 19 3.6.2 Summary of Surface Water Monitoring Requirements ................................................... 19

4 FACILITY MAINTENANCE ACTIVIITES ................................................................................................. 21 4.1 LANDFILL COVER SYSTEM ............................................................................................................ 21

4.1.1 Vegetative Growth Maintenance ........................................................................................ 21 4.1.2 Erosion ...................................................................................................................................... 22 4.1.3 Surface Cracks ........................................................................................................................ 22 4.2.4 Settlement, Ponding ............................................................................................................... 22


Y o u n g s A v e n u e L a n d f i l l i i M a r c h 2 0 1 1 P C M M O M

4.2.5 Slope Stability ....................................................................................................................... 22 4.2.5 Animal Burrows ....................................................................................................................... 23 4.2.6 Vandalism ................................................................................................................................ 23 4.2.7 Seepage .................................................................................................................................. 23

4.2 STORMWATER MANAGEMENT SYSTEM ................................................................................. 23 4.2.1 Maintenance Activities ........................................................................................................... 23

4.3 LANDFILL GAS MONITORING SYSTEM ................................................................................... 23 4.4 ANCILLARY SYSTEMS ................................................................................................................... 23

4.4.1 Maintenance Activities ........................................................................................................... 24 4.5 GROUNDWATER MONITORING SYSTEM ................................................................................ 24 4.6 MAINTENANCE SCHEDULE ........................................................................................................... 24 4.7 FINANCIAL ASSURANCE ............................................................................................................. 25

5 REPORTING REQUIREMENTS .............................................................................................................. 26 6 CONTINGENCY PLAN .......................................................................................................................... 27

6.1 STORMWATER ............................................................................................................................... 27 Assessment of the Problem .............................................................................................................. 27 Notification ......................................................................................................................................... 27 Mitigation of the Problem ............................................................................................................... 27 Termination and Follow-up Activities ............................................................................................. 27

6.2 EROSION CONTROL ..................................................................................................................... 27 Assessment of the Problem .............................................................................................................. 27 Notification ......................................................................................................................................... 28 Mitigation of the Problem ............................................................................................................... 28 Termination and Follow-up Activities ............................................................................................. 28

6.3 DIFFERENTIAL SETTLEMENT .......................................................................................................... 28 6.4 GEOSYNTHETIC REPAIRS ............................................................................................................ 28 6.5 SLOPE STABILITY ............................................................................................................................ 29 6.6 FIRES ................................................................................................................................................. 29 6.7 LANDFILL GAS MIGRATION ........................................................................................................ 30 6.8 GROUNDWATER AND SURFACE WATER CONTAMINATION .............................................. 30

A p p e n d i c e s A Selected Construction Plans B Vegetation and Seeding Specifications and Mowing Plan C LFG Perimeter Probe Documentation D Inspection Forms E Monitoring Forms F FPM Letter


Y o u n g s A v e n u e L a n d f i l l 1 M a r c h 2 0 1 1 P C M M O M

1 INTRODUCT ION

The Riverhead Landfill (Landfill) is an existing municipal solid waste landfill located in and owned by the Town of Riverhead, Suffolk County, New York. The Landfill ceased accepting waste in 1993. Landfill reclamation activities were attempted from 2000 through 2006. After excavating almost 1.2 million cubic yards of materials, reclamation activities were suspended in May 2006 after it became apparent that considerable additional waste remained on the site. The Town has elected to close the landfill in accordance with the 1994 Court Order Stipulation and NYSDEC regulations. The closure construction commenced in January 2008 and the geomembrane cap materials were essentially complete by December. Additional time in March through June of 2009 was needed to establish vegetation. This Post-Closure Monitoring and Maintenance Operations (PCMMO) Manual was prepared per the requirements of New York Code of Rules and Regulations, 6 NYCRR 360-2.15(k)(7). This document will provide all information needed to effectively monitor and maintain the facility for a minimum 30-year post closure period.



2 BACKGROUND

2 . 1 S I T E D E S C R I P T I O N

The Riverhead Landfill is situated within a 72 – acre Town owned property in Baiting Hollow, Town of Riverhead, and Suffolk County, New York. The Landfill is owned and was operated by the Town of Riverhead. The Landfill is bounded by Youngs Avenue to the north, wooded property to the east and west, and a residential development towards the southeast and southwest. An open pond and freshwater wetland system is adjacent to the southern boundary of the Landfill property. The Landfill footprint, as delineated on the Construction Plans, is approximately 30 acres. The Town has used the remaining 42 acres for sand mining and composting operations. The sand borrow has been used by the Town for road construction, backfill and landfill cover material. The Landfill commenced waste acceptance in 1967 and is unlined. There are no leachate collection systems installed at the landfill. Annual waste receipt information is not available. The Landfill ceased waste operations on October 8, 1993. Daily cover material was clean sand. Yard waste activities are operated by the Town at the northwest corner of the site. On October 5, 1994, a stipulation was imposed upon the Town of Riverhead by the New York State Department of Environmental Conservation (NYSDEC) for operational violations of the Part 360 regulations applicable to the Landfill. The stipulation included requirements for the submittal of a Closure Investigation Report (CIR), a Closure Plan (CP), a Solid Waste Management Plan (SWMP), and a Reclamation Feasibility Study Report.

2 . 2 L A N D F I L L C O V E R S Y S T E M

Select cap construction contract drawings and details are provided in Appendix A. Major features of the facility are shown on Drawing No. 1, Site Plan in Appendix D, which indicates all major features of the landfill closure. The typical cap cross section consists of the following from bottom to top:

6 inches of gas venting sand (screened reclaimed sand). 40-mil textured linear low-density polyethylene (LLDPE) geomembrane. 8 oz. non-woven geotextile. 15 or 21 inches of barrier protection layer (BPL) with cap drains. 9 inches of topsoil. Vegetation.

The 6-inch thick gas venting layer is constructed to collect and transmit landfill gas (LFG) to designated points such as the vertical gas vents. The 40-mil textured linear low-density polyethylene (LLDPE) geomembrane precludes precipitation migration into the landfill and considers settlement, erosion and seepage forces in the overall stability of the final cover system.



The geomembrane is installed on a minimum four percent slope to promote gravity drainage and a 33 percent maximum slope to ensure stability. The geomembrane is anchored in a trench at the perimeter of the landfill limits. An 8 oz. non-woven geotextile was installed over the LLDPE geomembrane as protection from the deleterious materials found in the reclaimed sand. The 15 or 21-inch thick barrier protection layer (BPL) was installed directly over the geotextile. The BPL serves to protect the underlying geomembrane, to accommodate stormwater infiltrating through the overlying vegetative support layer, and provide adequate moisture retention to support long-term vegetative growth. The BPL will also protect the geomembrane from frost action and root penetration and resist erosion. Reclaimed stockpiled sand was used for the barrier protection layer. The BPL layer was installed in either a 15 (final cover system A) or 21-inch (final cover system B) thick layer as shown on the drawings. The BPL is 15 inches thick in the steeper portions of the landfill towards the south of the site. The BPL is 21 inches thick in the flatter portions of the landfill towards the front of the site. The 21-inch thick BPL will provide additional protection for the geomembrane should future development occur at the site. The thicker layer of BPL provides greater protection of the underlying geomembrane during placement and provides additional moisture retention to sustain vegetative growth. The drainage sand was placed in one lift using low ground pressure equipment. Cap drains were installed within the BPL to prevent the build-up of excess pore pressures. The cap drains consist of 6-inch diameter corrugated, slotted polyethylene collection pipes. A polyester sleeve is fitted around all sections of collection pipe to prevent soil particles from entering the pipe and creating obstructions. The slotted collection pipes discharge into 6-inch diameter corrugated, solid polyethylene pipes. The discharge pipes convey runoff into the sideslope diversion swales, channels or the downdrain inlets. The exposed ends of the discharge pipes are fitted with a wire mesh to prevent animal access. A toe drain was constructed at the anchor trench around the perimeter of the closure area. The toe drain is designed to drain run-off above the geomembrane in the BPL layer and discharge to the existing perimeter channels or surrounding soils without saturating the overlying soil layers. The 20-foot wide strip of tri-planar geocomposite drain was placed directly over the geomembrane and discharges at the outer edge of the vegetative support layer, and is protected by a rip-rap cover. 2 . 2 . 1 T e m p o r a r y E r o s i o n C o n t r o l

An erosion control “blanket” was installed after hydroseeding in most areas. The erosion control blanket is a two season rolled erosion product consisting of straw and coconut fibers. The erosion control blanket was also used to stabilize the basin sideslopes and areas outside the limit of final cap with slopes steeper than 3H:1V until vegetation was established.



2 . 2 . 2 P e r m a n e n t E r o s i o n C o n t r o l

Several erosion control features were incorporated into the landfill design to prevent the migration of soils off-site. Diversion berms and channels reduce sheet flow distances, thereby limiting the potential for slope erosion. Permanent turf reinforcement mat was installed in all diversion berms and drainage channels to prevent erosion. Rip rap was utilized on all drainage and erosion control structures where high flow velocities increase the potential for soil erosion. Rip rap has been placed at the outfalls of the drainage structures to prevent scouring of the soils and undermining of the structures. A 9-inch thick vegetative support layer was constructed over the BPL. The vegetative support layer is comprised of onsite compost mixed with reclaimed sand and offsite topsoil as necessary for the purposes of vegetative support. The vegetative support layer was seeded with a mixture of Canary Grass, Smooth Brome, Birdsfoot Trefoil, and clovers on the sideslopes. The areas around the walking path and the top mound area inside the walking walking path was seeded with a mixture of Ryegrass, Creeping Red Fescue, Windward Chewings and Alice White Clover (see Appendix B).

2 . 3 S T O R M W A T E R M A N A G E M E N T S Y S T E M

As part of the closure project, a system of controls was constructed to handle stormwater. The system was designed for the 25-year, 24-hour storm event and to retain and infiltrate water on-site without the need for an off-site discharge point. The components of the proposed system include the following: Youngs Avenue Pipe Storm System Open Channels Drainage Swales Cap Drains Pipe Downchutes and manholes Infiltration Basins Culverts 2 . 3 . 1 Y o u n g s A v e n u e P i p e S t o r m S y s t e m

A pipe storm drain system is installed along Youngs Avenue. The storm drain collects and conveys water from the northern portion of the landfill and Youngs Avenue to Basin No. 3. The system includes four rectangular drainage structures and a culvert entrance connected by 18-inch reinforced concrete pipe (RCP). Water is conveyed to Basin No. 3. The system is sized to handle the 25-year peak stormwater flow rates.



2 . 3 . 2 O p e n C h a n n e l s

There are three main open channels, the East Access Road Channel, South perimeter berm access road channel and the Main Access Road Channel. Each has a trapezoidal cross-section with an 8-ft wide bottom. The channels convey water to Basin No. 1. The channel lining is either grassed, turf reinforcement mat or rip rap based on slope and location. The bench channel at the landfill bench is also trapezoidal in section. The channel is located adjacent to the landfill walking path and has inlets to convey water into the downchutes. Two smaller V-shaped channels were installed along either side of the west side access road. The lower west channel was installed at the western edge of the cap limits south of the west side access road. The west side access roads drain stormwater via a channel to the Basin 3 or via the lower west downchute to an existing stormwater pond. 2 . 3 . 3 D r a i n a g e S w a l e s

Drainage swales were installed within the landfill cap area and conduct surface water into the downchute inlets. The drainage swales are lined with geomembrane and a 4-inch diameter slotted pipe covered by topsoil and permanent turf reinforcement mat. 2 . 3 . 4 C a p D r a i n s

As previously mentioned, cap drains were installed within the BPL to prevent the build-up of excess pore pressures. The cap drains consist of 6-inch diameter corrugated, slotted polyethylene collection pipes. The cap drains discharge stormwater into the open channels or at the edge of cap limits.

2 . 3 . 5 P i p e D o w n c h u t e s a n d M a n h o l e s

To minimize the potential for erosion on the steep landfill sideslopes, pipe downchutes and diversion swales were installed within the capped area. The downchutes consist of 24-inch HDPE pipes buried above the cap geomembrane. The downchutes are connected to the diversion swales and bench channels via pipe culverts. Each downchute outlet has energy dissipation and erosion protection. Downchutes 1 and 2 have rock outlet protection (i.e., a rip-rap apron) and discharge directly into Basin No. 1. Downchutes 3 and 4, which discharge to the East Access Road Channel, and Downchute 5, which discharges in the Main Access Road Channel, are constructed with stilling wells. 2 . 3 . 6 I n f i l t r a t i o n B a s i n s

The system includes three infiltration basins to retain stormwater and eliminate the need for an off-site discharge point. Each infiltration basin has been designed to infiltrate and retain the 100-yr, 24-hr storm.



2 . 3 . 7 C u l v e r t s

There are three culverts proposed for the landfill, which include: 18-inch RCP under the East Side Access Road 24-inch RCP conveying water from the West Channel to Basin No. 1 3-ft RCP conveying water from the East Channel to Basin No. 1. Each is adequate to handle the anticipated 25-year peak stormwater flow rates.

2 . 4 L A N D F I L L G A S M O N I T O R I N G S Y S T E M

2 . 4 . 1 L a n d f i l l G a s V e n t s

During cap construction, twenty-six (26) gas venting pipes with risers were installed. The gas vent pipes were constructed of 6-inch diameter schedule 40 PVC pipe. Solid PVC pipe was installed through the landfill cover materials, with perforated PVC pipe installed into the refuse. A riser extends a minimum of 3 feet above the final elevation of the cover and a gooseneck with screen was installed. 2 . 4 . 2 H o r i z o n t a l G a s V e n t T r e n c h

During cap construction, a perimeter venting system was installed along the southeast perimeter of the landfill. The southeast boundary area was considered to have a low but potential pathway for gas migration. A housing development is located east and the south of the east property line. The perimeter gas system provides for venting of any subsurface gas laterally transmitted beyond the landfill limits in this area. The collectors were installed at the outside toe of slope of the east valley created by the reclamation activities along access road prior to filling the east valley with reclaimed sand. Two levels of horizontal collectors were installed. The first collector was installed at approximate Elevation 25 to avoid high groundwater. The second collector was installed up the existing outer sideslope halfway between elevation 25 and the final grade. The horizontal collector is constructed of 6-inch perforated, corrugated HDPE pipe installed in a 2-foot by 2-foot stone filled trench. The perforated pipe transitions to solid pipe and elbows up the existing slope until the pipe daylights at a 6-inch PVC riser pipe with gooseneck. The lower and upper horizontal collectors have separate solid pipe and risers. Risers to be monitored are labeled GT-1 through GT-6 as shown on Drawing No. 1 in Appendix D. 2 . 4 . 3 P e r i m e t e r G a s M o n i t o r i n g P r o b e s

Six (6) landfill gas monitoring probes were installed along the east property line and one on the north side along Youngs Avenue (see Drawing No. 1 in Appendix D). Gas monitoring probes were constructed of 2-inch schedule 40 PVC pipe in an 8-inch borehole. The monitoring probes were drilled to groundwater. The perforated portion of the probe starts 8 feet below grade to approximately 2 feet above groundwater. The probe is enclosed in a steel well casing with a



hinged lockable lid and surrounded by a concrete housekeeping pad. Drilling and installation logs for the LFG probes are provided in Appendix C.

2 . 5 A N C I L L A R Y S Y S T E M S

The ancillary systems have been installed to provide access to and security for the Landfill. Ancillary systems present at the Site include roads, fences, gates, and locks. Two main access gates are provided at the north side of the facility along Youngs Avenue. These gates are provided with locks. The remainder of the site is enclosed by a 6-foot chain link fence. The northeast main gate provides public access to a parking area for the passive park as further described below. The public parking area is located on final cap. The northwest gate provides access to the former yard waste operations area. The main access road travels south from the northeast gate and public parking area, along the west side of the main landfill mound area to the south end of the site and Basin No. 1. A pad type maintenance area is provided at the south end of the main access road at Basin No. 1. This area can be used for materials and equipment storage. There is a south access road at the toe of the south landfill slope and at Basin 1. There is access to Basin 1 via a ramp at the end of the main access road. A crash gate is installed due south of the public parking area to prevent public access by vehicle to the remainder of the site. The east access road branches off the main access road north of the landfill mound area to provide access to the east property boundary including the groundwater monitoring wells and landfill gas monitoring probes. The west access road branches off the main access road north or the east access road to provide access to the western portion of the boundary and Basin No. 3. There is another crash gate located at the western end of the west access road, off the landfill cap, to prevent access from the western portion of the site onto the landfill cap. The crash gates are closed and locked at all times. Access roads within cap limits are constructed of 12-inches of recycled concrete aggregate over barrier protection material. Steep portions of the main access road and east access road also have confinement reinforcement installed. 2 . 6 P L A N N E D U S E S

6 NYCRR 360.2.15(k)(viii) requires a description of the planned uses of the Landfill. 2 . 6 . 1 P r e s e n t U s e s

The Town intends to use the capped portion of the landfill as a passive park. A paved parking area is provided at the north side of the facility off Youngs Avenue. There are approximately 1.3 miles of paved walking paths forming two loops around the landfill. The lower loop travels around a bench mid-slope of the landfill on the east side and along the main landfill access road on the west side. The upper loop travels around the upper plateau of the landfill offering scenic



views of the surrounding landscape. An overall drawing of the facility is provided in Drawing No. 1 in Appendix D. The use of the facility as a passive park will not disturb the integrity of the final cover, liners or other components of the containment system or the function of the monitoring or environmental control systems. 2 . 6 . 2 F u t u r e U s e s

The Town may expand recreational use of the capped area in the future in flat areas. If this is planned, the Town will submit such plans for NYSDEC approval to include provisions for cap protection at that time.

2 . 7 R E L A T E D D O C U M E N T S

The following documents were utilized for the preparation of this document.

● Reclamation Feasibility Study, Phases I & II, Young & Young, May 1996. ● Hydrogeologic Investigation Report, Young & Young, December 1998. ● Draft Closure Investigation Report, Young & Young, May 1999. ● Landfill Reclamation Field Investigation Report, Young & Young, March 29,

2000. ● Question 1 – Landfill Volume Reclaimed, FPM Group, July 2006. ● Question 2 – Remaining Landfill Volume, FPM Group, July 2006. ● Closure Plan and Engineering Report, SCS Engineers, September 2007. ● Construction Quality Assurance Plan, SCS Engineers, September 2007. ● Landfill Closure Project Specifications and Construction Drawings 1 through 24,

SCS Engineers, November 2007 (Closure Documents). Additional information for the actual products used during construction and the final survey record drawing can be found in the Landfill Closure Construction Quality Assurance Certification Report, prepared by SCS Engineers of New York, PC dated April 2010.

2 . 8 C O N T A C T S

In accordance with the requirement of 6 NYCRR 360-2.15(k)(7)(vi), the name address and telephone number of the office to contact on post-closure monitoring and maintenance concerns during post closure is: Town Engineer Town of Riverhead, Engineering Department 200 Howell Avenue Riverhead, New York 11901 631-727-3200x279 Fax 631-466-0866



Additional emergency telephone number as follows:

EMERGENCY TELEPHONE NUMBERS

Location Phone No. NYSDEC: Environmental Spills Unit (800) 457-7363 NYSDEC Hazardous Waste Unit (631) 444-0240 NYSDEC, Division of Solid Waste and Hazardous Materials Carl E. Fritz, Environmental Engineer II (631) 444-0395 Poison Control Center (516) 542-2323 Suffolk County Department of Health (631) 853-3000 Suffolk County Emergency Control Center (631) 852-4851 (fire, explosion, medical emergency) Community General Hospital Peconic Bay Medical Center (631) 548-6000

Ambulance 911 Fire Department 911 Police Department 911 TOWN OF RIVERHEAD EMERGENCY COORDINATORS Ken Testa, Town Engineer Office: 631-727-3200 ext. 279

Cell: 631-466-0866 Town Highway Department 631- 727-3200 ext. 228

2 . 9 R E S O U R C E R E Q U I R E M E N T S

In accordance with 6 NYCRR 360-2.15(k)(7)(iv), a description of the minimum personnel qualifications and number, and equipment needs are required. The Town will perform some requirements of this Plan with Town personnel and contract with a consultant(s) or others to provide portions of the work required.


Y o u n g s A v e n u e L a n d f i l l 1 0 M a r c h 2 0 1 1 P C M M O M

2 . 9 . 1 G r o u n d w a t e r M o n i t o r i n g

The Town will contract with a consultant for the groundwater monitoring. A technician trained in water quality sampling techniques must be employed to collect all groundwater and surface water samples and in accordance with standard operating procedures. A qualified laboratory has been contracted to analyzed all samples and provide results. The results must be statistically analyzed for reporting to the NYSDEC, Region 1 office. Equipment must be provided in accordance with standard water quality sampling techniques. 2 . 9 . 2 L a n d f i l l G a s M o n i t o r i n g

The Town will contract with a consultant for landfill gas (LFG) monitoring. A technician trained in LFG monitoring and sampling must be employed to perform the LFG monitoring at the site. Technician must be trained in use of applicable equipment and in accordance with standard monitoring techniques. SCS recommends use of a GEM 500 or 2000 gas analyzer to monitor for LFG in the perimeter probes, vents and horizontal collectors.

2 . 9 . 3 O t h e r M a i n t e n a n c e A c t i v i t i e s

Site inspections and any weeding, tree rmoval, erosion repair and other ‘non-laboratory’ maintenance and inspection will be performed by Town of Riverhead Engineering and/or Sanitation Department personnel. Mowing equipment and personnel will be required to meet the vegetation maintenance requirements described in Section 4. The Town will perform mowing of the landfill. Site inspectors will be required to perform inspections of the cap area in accordance with this Plan. Town personnel will perform other maintenance activities such as road and walking path repairs, barrier protection layer and topsoil replacement, vegetation and seeding repairs; cleaning of silt in basins or culverts; erosion repair, etc.

2 . 1 0 P L A N C O M P O N E N T S

This PCMMO Manual satisfies the requirements of 6NYCRR 360-2.15(k)(7) under the corresponding report sections listed below. 6 NYCRR 360-2.15(k)(7)(ii): Section 3 – Environmental Controls Systems Monitoring 6 NYCRR 360-2.15(k)(7)(iii): Section 4 –Facility Maintenance Activities 6 NYCRR 360-2.15(k)(7)(iv): Section 2.5 – Resource Requirements 6 NYCRR 360-2.15(k)(7)(v): Section 5 – Contingency Plan 6NYCRR 360-2.15(k)(7)(vi): Section 2.4 – Contacts 6 NYCRR 360-2.15(k)(7)(vii): Provided under separate cover by the Town. 6 NYCRR 360-2.15(k)(7)(viii): Section 2.2-Planned Use



3 MONITOR ING PLAN

The Monitoring Plan describes the measures for evaluating the performance and effectiveness of the environmental control systems at the closed Youngs Avenue Landfill. The environmental control systems include:

Landfill Cover System. Stormwater Management System. Landfill Gas Monitoring System. Ancillary Systems. Groundwater Monitoring System.

Maintenance and repair activities are discussed in Section 4 or the Contingency Plan in Section 6.

3 . 1 L A N D F I L L C O V E R S Y S T E M M O N I T O R I N G The Landfill Cover System has been installed to minimize surface infiltration of precipitation as described in Section 2.2 3 . 1 . 1 S u m m a r y o f L a n d f i l l C o v e r S y s t e m M o n i t o r i n g R e q u i r e m e n t s

For monitoring, inspection, and maintenance purposes, the Landfill Cover System has been divided into the following items:

Grass cover/topsoil layer; and Cover soil and geosynthetic cap components

Quarterly monitoring and inspection of landfill cover system is required for the first 5 years. The inspection frequency for years 6 through 30 is subject to reassessment. The Landfill Cover System will also be inspected after each major rainfall event (i.e., 5-yr storm or 4.5 inches in 24 hours or larger). Inspections should be conducted by walking the Site and recording observations made, including (as applicable) observations related to items below:

Table 3.1. Landfill Cover System Inspection Conditions

Inspection Item Not Satisfactory (NS) Condition Vegetative growth Bare spots, dead species, undesirable species.

Investigate potential cause such as landfill gas migration, leachate, erosion, burrowing animals.

Woody vegetation Greater than 1-inch in diameter

Evidence of erosion, Erosion rills or gullies, sediment Surface cracks Presence or irregularities in cover system Settlement and/or ponding Ponded water or depressed cover soils Slope stability Bulging soil or cracks parallel to the slope Animal burrows Presence



Vandalism Presence, unauthorized dumping, unauthorized vehicular tracks or disturbed cover soil.

Seepage Liquids leaking from cover soils Cap drains Crushed, obstruction, erosion

See Section 4.1 for repairs, if needed. More comprehensive inspections will be conducted during periods when the grass is below a height of approximately 18 inches. The grass cover/topsoil layer, and cover soil and cap components will be visually inspected using the Inspection Checklist Form FCS-1 in Appendix D. A description of deficiencies and problems will be provided on the Inspection Checklist Form DP-1 in Appendix D. 3 . 2 S T O R M W A T E R M A N A G E M E N T S Y S T E M M O N I T O R I N G The Stormwater Management System has been installed to convey surface water off the landfill cap into the stormwater basins and is described Section 2.3. 3 . 2 . 1 S u m m a r y o f S t o r m w a t e r M a n a g e m e n t S y s t e m M o n i t o r i n g R e q u i r e m e n t s

Quarterly monitoring and inspection of stormwater management system is required for the first 5 years. The inspection frequency for years 6 through 30 is subject to reassessment. The Stormwater Management System will also be inspected after each major rainfall event (i.e., 5-year storm or 4.5 inches in 24 hours or larger). A visual inspection of the complete system will be conducted during the monitoring events. Stormwater Management System components to be monitored include, but are not limited to, the following:

Basins 1, 2 and 3 Downchutes including inlet and outlet structures Downchute manholes Youngs Avenue pipe storm system. Open channels at roads Concrete inlet/outlet structures Lower west channel and downchute Diversion swales Cap drains

The stormwater management system will be inspected for the following:

Table 3.2. Stormwater Management System Inspection Conditions Inspection Item Not Satisfactory (NS) Condition

Silt accumulation Presence Erosion/Stability Slope erosion rills or gullies, bulging soil

or cracks parallel to the slope Evidence of debris and/or obstructions

Presence of debris, blockages



Vegetation Bare spots, dead species, undesirable species in vegetated channels. Overgrowth in other areas.

Connection of pipe Leaking, broken connections Blockages in pipes Presence Channel lining Integrity, degradation, overgrowth Standing water Presence Settlement Ponded water or depressed areas Cover grates Broken, rust, deterioration Vandalism Presence, unauthorized dumping,

unauthorized vehicular tracks or disturbed cover soil.

Cap Drains Crushed, obstruction, erosion The elements of the Stormwater Management System will be visually inspected using Inspection Checklist Forms SMS-1, SMS-2, SMS-3, SMS-4 and SMS-5 in Appendix D. A description of deficiencies and problems will be provided on the Inspection Checklist Form DP-1 in Appendix D. 3 . 3 L A N D F I L L G A S M O N I T O R I N G S Y S T E M As previously mentioned in Section 2.4, 26 gas venting pipes with risers were installed within the landfill cap footprint, six horizontal vent trenches were installed along the southeast landfill boundary, and six (6) landfill gas monitoring probes were installed along the east property line and one on the north side along Youngs Avenue (see Drawing No. 1 in Appendix D). 3 . 3 . 1 S u m m a r y o f P r e v i o u s L a n d f i l l G a s M o n i t o r i n g R e s u l t s

As part of the Closure site investigation, Section 360-2.15(a)(2), an explosive gas investigation was performed to determine whether the site meets the requirements of subdivision 360-2.17(f). This investigation was performed in June 1994 as part of the Closure Investigation and the results were presented in the Draft Closure Investigation Report prepared by Young & Young, dated May 1999. The report summarized that if the landfill is capped with a low permeable barrier, the methane gas will flow in a lateral direction and there may be potential for off-site migration. The levels of methane recorded along the east boundary and south boundary indicate a potential for gas migration. The report concluded that the existing and potential release of contaminants is controllable and impacts are considered not significant. These migration concerns are addressed by the installation of landfill gas (LFG) perimeter probes as previously described. 3 . 3 . 2 S u m m a r y o f L a n d f i l l G a s M o n i t o r i n g R e q u i r e m e n t s

Quarterly inspection of the landfill gas monitoring system is required for the first 5 years. The inspection frequency for years 6 through 30 is subject to reassessment. A visual inspection of the complete system will be conducted during the monitoring events. The Landfill Gas Monitoring System components to be inspected include, but are not limited to, the following:



Table 3.3. Landfill Gas Monitoring System Inspection Conditions Inspection Item Not Satisfactory (NS) Condition

Damage/vandalism Presence of unauthorized vehicular tracks or broken risers.

Settlement Ponded water or depressed areas around riser Accessibility Height, overgrown vegetation Stressed Vegetation Investigate potential cause such as landfill gas

migration, leachate, erosion, burrowing animals.

The elements of the Landfill Gas Monitoring System will be visually inspected using Inspection Checklist Forms LFG-1 and LFG-2 in Appendix D. A description of deficiencies and problems will be provided on the Inspection Checklist Form DP-1 in Appendix D. The perimeter monitoring probes will be monitored for the presence of landfill gas migration. A portable combustible gas meter will be used to monitor for methane in the LFG. Five percent methane concentration indicates 100 percent of the lower explosive limit (LEL). If landfill gases are present in the perimeter probes or the horizontal collectors at concentrations exceeding 25 percent of the LEL (1.25 percent methane) procedures outlined in the Contingency Plan will be implemented. Monitoring of the perimeter probes will be performed by connecting a portable combustible gas meter (GEM 500, et al) to the quick connect fitting located at the top of the PVC pipe. The monitoring will focus on obtaining data to include: static pressure, and LFG gas composition (CH4, CO2, O2, and balance gas). The monitoring data shall be recorded on LFG Data Form in Appendix E. 3 . 4 A N C I L L A R Y S Y S T E M M O N I T O R I N G The ancillary systems provide access and security to the site. The ancillary systems include fences, gates, locks, roads and walking paths as described in Section 2.5. 3 . 4 . 1 S u m m a r y o f A n c i l l a r y S y s t e m M o n i t o r i n g R e q u i r e m e n t s

Quarterly inspection of the ancillary system is required for the first 5 years. The inspection frequency for years 6 through 30 is subject to reassessment. A visual inspection of the complete system will be conducted during the quarterly monitoring event. Ancillary systems components to be monitored include, but are not limited to, the following:

Roads. Fences. Guiderails. Walking Bridge System. Gates. Locks.

The ancillary systems will be inspected for the following:



Table 3.4. Ancillary System Inspection Conditions

Inspection Item Not Satisfactory (NS) Condition Condition of Asphalt/Gravel Presence of potholes, cracking, erosion or

undermining Rutting, washouts Presence Guiderails, gates, bollard Rotted, broken, uneven settlement, broken locks Depressions/Settlement Presence of ponded water or depressed areas

Chain link fence Vandalism, broken, cut or knocked down Walking bridge system Vandalism, broken, rotted or erosion

A complete list of components to be checked is provided in the Inspection Checklist (Form AS-1 and AS-2), presented in Appendix D. A description of deficiencies and problems will be provided on the Inspection Checklist Form DP-1 in Appendix D. 3 . 5 G R O U N D W A T E R M O N I T O R I N G S Y S T E M The Riverhead Landfill has an existing groundwater monitoring system in place, which consists of five pairs of wells. Four of the well pairs were installed by the Suffolk County Department of Health Services (SCDHS) in 1982. The fifth pair was installed in 1998. The original four pairs each included a shallow well (70-80 feet below grade) and a deep well (270-300 feet below grade). The fifth pair of wells consists of a shallow well that is 40 feet below grade and a deep well that is 85 feet below grade. The nested well pairs are identified as follows (see Figure 3.1): Table 3.5 Groundwater Sampling Points

Shallow Deep Year Installed S-51576 S-73357 1974 S-73271 S-73270 1982/2009 S-73507 S-73432 1982 S-73509 S-73508 1982

S-112833 S-112834 1998 During cap construction well S73270, the deep well, was reinstalled. Documentation, drilling logs and completion reports for selected wells are provided in Appendix F. 3 . 5 . 1 S u m m a r y o f P r e v i o u s G r o u n d w a t e r M o n i t o r i n g R e s u l t s

According to the Draft Closure Investigation Report (CIR), prepared by Young & Young, dated May 1999, the Suffolk County Department of Health Services (SCDHS) conducted a leachate impact study between 1982 and 1987. This study indicated that a plume of ”light to moderate” strength was moving to the north (down gradient) from the landfill. In June 1992, the NYSDEC sampled three shallow and one deep monitoring well down gradient of the landfill. All of the wells were sampled for purgeable organics with concentrations below the method detection limits.



The NYSDEC sampled the nested well pair at the landfill (S-73270(D) and S-73271(S)) in 1993. The purgeable organics concentrations were below method detection limits. Baseline groundwater sampling was conducted in 1994 and in 1998. The draft CIR concludes that the surface and groundwater sample analyses do not indicate a potential for significant threat to public health or the environment. With the exception of deep monitoring well S-73270, no contraventions to state or federal drinking water maximum contaminant levels are indicated. The metal concentrations measured in the deep monitoring well likely resulted from galvanic corrosion of the well casing and not landfill leachate. S-73270 is the only galvanized steel well casing in the monitoring well network. The draft CIR also concludes that the data warrants waiver of further baseline and routine monitoring as provided in footnote (2) on Page 9 of the Technical Requirements set forth in the Stipulation of Settlement and recommends post-closure monitoring at the nested well pairs listed in Table 3.5 above. 3 . 5 . 2 S u m m a r y o f G r o u n d w a t e r M o n i t o r i n g R e q u i r e m e n t s

The two onsite well clusters will be monitored and sampled per the requirements below. These well clusters include:

S-73270 S-73271 S-112833 S-112834

Quarterly inspection of the groundwater monitoring system is required for the first 5 years. The inspection frequency for years 6 through 30 is subject to reassessment. A visual inspection of the complete system will be conducted during the monitoring events. A visual inspection of the complete system will be conducted during the monitoring events. The Groundwater Monitoring System components to be monitored include, but are not limited to, the following:

Table 3.6. Groundwater Monitoring System Inspection Conditions Inspection Item Not Satisfactory (NS) Condition

Damage/vandalism Presence of unauthorized vehicular tracks or broken risers.

Settlement Ponded water or depressed areas around riser Accessibility Height, overgrown vegetation Stressed Vegetation Investigate potential cause such as landfill gas

migration, leachate, erosion, burrowing animals.

The elements of the Groundwater Monitoring System will be visually inspected using Inspection Checklist Forms GMS-1 in Appendix D. A description of deficiencies and problems will be provided on the Inspection Checklist Form DP-1 in Appendix D.



Groundwater samples will be collected on an annual basis for analysis of the Water Quality Analysis Tables Baseline Parameters listed in 6 NYCRR 360-2.11(d)(6) (see Section 3.5.3 for details). 3 . 5 . 3 G r o u n d w a t e r S a m p l e C o l l e c t i o n At each sampling location, field personnel will note any conditions present at the sampling location which may be construed as having a potential impact upon the quality of the sample. Such observations may include nearby disturbances around the sampling point, integrity of the well, and ambient weather conditions. After noting conditions that may affect the quality of the groundwater sample, an accurate water level measurement will be obtained. Measurements will be obtained utilizing a portable electronic water level indicator that has been decontaminated prior to use. The initial water level measurement will be recorded on well data and inspection forms. After recording the water level, the well will be purged of three to five standing well volumes or until evacuation, whichever comes first. The monitoring will be purged by either bailing or by the use of a submersible pump. The purging methods utilized will be determined by the volume of water necessary to achieve the three to five well volume purges. Bailing is performed using a pre-cleaned Teflon or disposable bailer suspended from a new rope. The bailer is placed gently into the water column to avoid any unnecessary agitation. For monitoring wells that require the removal of greater volumes of purge water, a pre-cleaned, lubricant-free, submersible pump with polyethylene discharge tubing will be utilized. The pump will be adjusted so that the rate of pumping will minimize the drawdown in the well. Wells that are evacuated will be considered as purged. All wells will be allowed to fully recover prior to sampling. Collection of groundwater samples will be with pre-cleaned or disposable Teflon bailers or other approved sampling devices (i.e., PVC or stainless steel sampling devices, including submersible pumps). Sampling equipment utilized will be constructed of inert materials designed to obtain samples with the minimum possible agitation. After completion of purging and recharge, volatile organic samples will be collected on the same day the monitoring well has been purged. Volatile organics are required for baseline and expanded sampling events. Following the volatile organic sampling, the parameter sampling order will be as follows: field measurements (including appearance) followed by the collection of unfiltered then filtered metals. The remaining parameters will then be collected. Field measurements will include specific conductance, Eh, Ph, turbidity, and temperature. In addition, appearance will be included as part of field measurements. Appearance will include any unusual conditions such as color, odor, surface sheen, etc. All field measurements will be taken after the necessary instruments have been calibrated, according to the manufacturer’s specification. Obtained measurements will be compared to previous sampling events to insure that measurements are within their normal range. Several rounds of sampling may be necessary to establish a normal range of measurements. Precision standards for measurements taken in the field are defined as follows: consecutive pH readings should agree within plus or minus 0.2 pH



units, specific conductance measurements should be within 2 percent of each other, and temperature readings should be with 1 degree Celsius of each other. Measurements found to be outside their normal range will be re-measured and noted on the well data field inspection forms. 3 . 5 . 4 F i e l d A n a l y t i c a l Q u a l i t y A s s u r a n c e / A n a l y t i c a l Q u a l i t y C o n t r o l Pre-cleaned laboratory supplied sample containers and decontaminated or pre-cleaned / disposable sample equipment and measuring instruments will be used. Field quality control samples will include equipment blanks, trip blanks, and field duplicates, when necessary. When sampling requires analysis of volatile organics, one trip blank per day will be analyzed. Laboratory analysis of the trip blank will determine if any volatile organic contamination has occurred to the sample containers during transport. Trip blanks are 40-milliliters vials of organic-free water which are shipped to the site, and then back to the lab, along with the samples. The trip blanks remain unopened at all times. Trip blanks are not required under 6 NYCRR Part 360 during routine sampling events, but are required for annual baseline and contingency monitoring events. Equipment blanks or rinsates will be used to determine if “other” sources may be contributing to sample contamination. Other sources of contamination may include preservatives, airborne contaminants, the sample containers themselves, improper decontamination procedures, or poor sampling practices. Equipment blank is created by pouring de-ionized water into or over the sampling equipment and into a sample bottle. Field duplicates will be collected and analyzed at a frequency of 1 field duplicate per 20 samples. The duplicate is a second sample from a sample location, which is analyzed under a different identification. A comparison of the field sample and its duplicate determines the reproducibility of the analytical technique. 3 . 5 . 5 S a m p l e P r e s e r v a t i o n a n d T r a n s p o r t a t i o n Since multiple analyses will be performed, different types of containers and preservatives will be required. Multiple, pre-labeled containers containing any necessary preservatives, will be supplied by the laboratory for each sampling point. Immediately after sample collection, sample bottles will be placed in insulated coolers with ice and/or ice packs. Appropriate chain of custody forms will be signed and included with the sample shipment. The chain of custody forms will also include sample identification, sample date and time, and requested analyses. Sample coolers will be sealed, and delivered to the lab by overnight courier within 24 hours of collection. Upon receipt of the sample coolers, the date, time and temperature of the sample will be noted, as will the integrity of the sample cooler. 3 . 5 . 6 C o r r e c t i v e M e a s u r e s In the event that it is determined that an operating procedure is compromising the identification and / or quantification of an analyte or analytes in groundwater, surface water, or gas, corrective actions will be taken to restore the accuracy of the analyte or analytes. Compromising



procedures identified will be brought to the attention of the NYSDEC as will the proposal for corrective action. 3 . 5 . 7 S a m p l e A n a l y s i s Groundwater samples will be analyzed for the Water Quality Analysis Tables Baseline Parameters listed in 6 NYCRR 360-2.11(d)(6). 3 . 6 S U R F A C E W A T E R S Y S T E M M O N I T O R I N G 3 . 6 . 1 S u m m a r y o f P r e v i o u s S u r f a c e W a t e r M o n i t o r i n g R e s u l t s

During the 1994 investigations discussed above, two surface water bodies were sampled. The north pond had been a stormwater control basin for Youngs Avenue and has since been eliminated. The south pond is part of a freshwater wetlands system (see Figure 3.1). Sampling of the south pond in 1994 showed relatively high hardness and low alkalinity, which is created by the dissolution of the calcium and magnesium compounds of sulfate, chloride and silicate. These compounds are typically present in the natural groundwaters of Long Island. Toxic metals and purgeable organic compounds were below detection limits in the samples from the south pond. 3 . 6 . 2 S u m m a r y o f S u r f a c e W a t e r M o n i t o r i n g R e q u i r e m e n t s

The south pond (i.e., the pond/wetland outside the landfill site south boundary) is upgradient from the landfill and there is no surface water drainage that is conveyed to the south pond from landfill site. Therefore, based on the site configuration and the results of previous surface water sampling surface water sampling of the south pond will not be performed. If the lower west pond is not filled in by the Town, it will be sampled annually 6 inches below the water surface and analyzed for the Water Quality Analysis Tables Baseline Parameters listed in 6 NYCRR 360-2.11(d)(6). If standing water is present in the three stormwater infiltration basins during the annual sampling event of the lower west pond, the basins will also be sampled 6 inches below the water surface and analyzed for the Water Quality Analysis Tables Baseline Parameters listed in 6 NYCRR 360-2.11(d)(6). 3 . 6 M O N I T O R I N G S C H E D U L E Table 3.7 provides the initial inspection and monitoring schedule for the Landfill. The frequency of sampling is per a letter prepared by FPM, dated September 27, 2006 (see Appendix G). For groundwater sampling and analysis frequency, sampling will be reevaluated after year 5. The LFG probe sampling will be reevaluated after year 1.



Table 3.7. Landfill Monitoring and Inspection Schedule

Inspection Activity Schedule Comments Landfill Cover System Quarterly,

After major rain events For first five years (2010 through 2014)

Stormwater Management System Quarterly, After major rain events

For first five years (2010 through 2014)

Landfill Gas Monitoring System Quarterly For first five years (2010 through 2014)

Ancillary Systems Quarterly For first five years (2010 through 2014)

Groundwater Monitoring System Quarterly For first five years (2010 through 2014)

Monitoring/Sampling Activities Schedule Comments Groundwater Baseline Sampling and Analysis

Once a year For first five years (2010 through 2014)

Surface Water Baseline Sampling and Analysis

Once a year For first five years (2010 through 2014)

LFG Probe Monitoring Quarterly For first year (Jan 2010 through Dec 2010)

1613LKW

Text Box

Figure 3.1



4 FAC I L I TY MA INTENANCE ACT IV I I T ES

Pursuant to 6 NYCRR 360-2.15(k)(iii), all facility maintenance activities are included herein. We note that maintenance activities are not included for a leachate collection system and an active landfill gas collection and control system since these facilities are not installed at this site. Quarterly inspections will be performed to assure that hazards or potential hazards are identified and to ensure that the facility is functioning as intended as described in Section 3. Inspections will also be performed after major rain event (5-year storm, approximately 4.5 inches of rainfall per hour). Maintenance activities will largely involve the execution of minor repairs on an as needed basis, but may require that the Contingency Plan (Section 6) be activated.

4 . 1 L A N D F I L L C O V E R S Y S T E M

The Landfill Cover System will be inspected on a quarterly basis and after each major rainfall event (i.e., 5-yr storm or 4.5 inches in 24 hours or larger) as described in Section 3.1 of the Monitoring Plan. As a result of the inspections, continued monitoring or repairs should be made to restore the cover system to its original condition as listed in Section 2 and as described below. Corrective actions taken should be noted on Form DP-1.

Minor tree removal and erosion repairs will be performed by Town maintenance personnel. Any significant damage identified during the periodic inspections will be reported to the DEC along with the intended repair method for review and approval by DEC.

If damage to the geosynthetic and underlying soil component is suspected, the affected area shall be exposed to allow for inspection and assessment of damage. After assessment of the damage the area must be stabilized to prevent further damage or erosion. The damage should be repaired as described in the Contingency Plan (Section 6). 4 . 1 . 1 V e g e t a t i v e G r o w t h M a i n t e n a n c e

Reseeding of the cover system shall be performed in accordance with specification Section 02936 (Closure Documents) and the seed or wildflower mix provided in Appendix B, as needed to replace distressed or dead vegetation. If seeding is not possible due to seasonal constraints, hay bales shall be installed above the sparsely vegetated areas to help control erosion. Mowing of the vegetation will be required to maintain a healthy cover crop. Post-closure cover maintenance will include, but not limited to:

1. Ten feet on both sides of all roads and walking paths and inside the upper walking path loop will be mowed when the height exceeds 18 inches in accordance to the vegetation plan and specifications provided in Appendix B.

2. All other areas of the cap will be mowed as the height exceeds 18 inches after first frost in early October.



3. All vegetated areas will be inspected on an annual basis and woody plants greater than 1 inch in diameter will be removed.

4. Re-vegetate areas as needed and clearing of trees and brush at the boundary to limit infringement.

5. Repair eroded or settled areas by adding soil and topsoil and then reseeding. Heavy equipment and vehicular traffic should be limited to the access road to prevent damage to the cap.

4 . 1 . 2 E r o s i o n

Erosion may indicate that some portion of the stormwater management system is not functioning correctly. If erosion is identified, the stormwater system in the vicinity of the problem area should be inspected. Areas on site which are consistently eroded by drainage will be repaired as follows:

1. Remove accumulated soils downslope of area 2. Add appropriate soils to the eroded area and compact. 3. Reseed. 4. Add hay bales, rip-rap or erosion blankets as appropriate. 5. Remove hay bales after grass has grown to height of 6 inches.

4 . 1 . 3 S u r f a c e C r a c k s

Cracks should be investigated for depth and length and orientation with respect to slope. Repair cracks not related to general slope movement by filling with like material, compacting and reseeding area. 4 . 2 . 4 S e t t l e m e n t , P o n d i n g

Areas of differential settlement can be anticipated over the maintenance period. Minor areas which do not exhibit ponding or significant movement of the cover soils will be left alone and monitored periodically. Areas of minor ponding will be corrected by adding additional soil materials to promote damage. Areas of settlement, where significant movement of cover soils or release of landfill gases are evident, may require excavation to examine the condition of the geomembrane. Repairs to the cap will be made where necessary. 4 . 2 . 5 S l o p e S t a b i l i t y

Slope movement is identified as large displacements or cracks in the soil mass. Bulging of the soils at the base of the potential failure may also appear. Further investigations may be warranted to determine the cause of the slope movement. Repair of large displacements is discussed in Section 6.5.



4 . 2 . 5 A n i m a l B u r r o w s

The cap will also be inspected for animal burrows or unwanted vectors. If burrow holes are observed, it should be determined if the geosynthetics have been damaged by hand excavation. Replace original soil materials, compact and reseed as necessary. 4 . 2 . 6 V a n d a l i s m

Vandalism should be reported to the Town and local authorities immediately. Damage should be repaired to original conditions. 4 . 2 . 7 S e e p a g e

Hand excavate seepage area to the level of geosynthetics following the seepage path and check integrity of geomembrane. Replace saturated soils with clean soils, hand compact, reseed and install erosion control measures. 4 . 2 S T O R M W A T E R M A N A G E M E N T S Y S T E M

The Stormwater Management System will be inspected on a quarterly basis and after each major rainfall event (i.e., 5-yr storm or 4.5 inches in 24 hours or larger) as described in Section 3.2 of the Monitoring Plan. As a result of the inspections, continued monitoring or repairs should be made to restore the stormwater feature to its original condition as listed in Section 2. Corrective actions taken should be noted on Form DP-1.

The stormwater features shall be maintained free of obstructions, damaged or failed sections will be repaired, and sediment build-up removed. 4 . 2 . 1 M a i n t e n a n c e A c t i v i t i e s

The following activities should be performed on an annual basis:

Silt removal from manholes Silt removal from basins Silt removal from swales or channels Silt removal from rip rap at channels and basins Mowing, weed removal around stormwater manholes, inlet and outlet structures.

4 . 3 L A N D F I L L G A S M O N I T O R I N G S Y S T E M

The Landfill Gas Monitoring System will be inspected on a quarterly basis as described in Section 3.3 of the Monitoring Plan. 4 . 4 A N C I L L A R Y S Y S T E M S

The Ancillary Systems will be inspected on a quarterly basis as described in Section 3.4 of the Monitoring Plan.



As a result of the inspections, repairs should be made on an as needed basis. Corrective actions should be noted on Form DP-1.

The ancillary features shall be maintained free of obstructions, damaged or failed sections will be repaired, and sediment build-up removed. 4 . 4 . 1 M a i n t e n a n c e A c t i v i t i e s

The following activities should be performed on an annual basis:

The Town will inspect the paved areas (parking and walkways) on an annual basis. The Town Highway department will perform repairs as necessary to seal cracks and maintain in a safe condition.

Repair rutting, ponding, cracking, uneven settlement, potholes and damage or the road materials.

Repair chain link fence, guiderails and gates.

4 . 5 G R O U N D W A T E R M O N I T O R I N G S Y S T E M

During sampling events, the groundwater monitoring wells should be checked to assure that the locks, risers, caps and housekeeping pads are in good condition. Any evidence of damage or tampering should be reported and repaired. As a result of the inspections, repairs should be made on an as needed basis.

4 . 6 M A I N T E N A N C E S C H E D U L E

A summary and schedule of all maintenance activities is provided in Table 4.1



Table 4.1 Summary of Maintenance Activities Activity Schedule Comments

Landfill Cover System Cover System Vegetation Mowing - Along Walkways and Roads and

inside upper loop area - Mow Entire Landfill Area

Repairs as needed As reaches height of 18 in. As reaches height of 18 in.

To height of 6 inches After first frost

Stormwater Management System Stormwater Features Silt removal from

- Manholes - Basins - swales or channels - rip rap at channels and basins

Mowing, weed removal around stormwater manholes, inlet and outlet structures.

Repairs as needed Once a year Once a year Once a year Once a year Once a year

Ancillary Systems Ancillary Systems Sealer on Asphalt Roads/Walkways Repair rutting, ponding, cracking, uneven settlement, potholes and damage or the road materials. Repair guiderails and gates.

Repairs as needed As needed Once a year Once a year

Landfill Monitoring System Repairs as needed Groundwater Monitoring System Repairs as needed

4 . 7 F I N A N C I A L A S S U R A N C E

Post closure activities are required to have financial assurance mechanisms in place. Post closure activities include the continued maintenance and repair of the landfill cap, drainage and road systems as well as the ongoing environmental monitoring. Post closure activities are required for a 30-year period following closure. Financial assurance mechanisms will be submitted by the Town of Riverhead under separate cover.



5 REPORT ING REQUIREMENTS

Quarterly reports of inspection and monitoring results will be submitted to the Town of Riverhead within 30 days of completion of the site visit for review and comment. The quarterly report will be forwarded to the NYSDEC and the annual report will be submitted to the NYSDEC by March 1 for annual data collected the previous calendar year. The initial report will be submitted by March 1, 2011 for data collected in 2010.



6 CONT INGENCY PLAN

6 . 1 S T O R M W A T E R

The stormwater systems are designed to maintain all surface runoff onsite. Should failure of any of onsite stormwater features occur that results in an offsite discharge, the Town Engineer will immediately be contacted and take the following actions. The Town Engineer will also be immediately contacted if there are any major failures of the stormwater features within the site. A s s e s s m e n t o f t h e P r o b l e m

The Town Engineer will identify the problem, determine the potential impact or harm to the environment and the cap system, and evaluate actions to contain the stormwater. It will be determined if additional engineering measures should be applied or if the area should be repaired to original status. Town forces or its contractors will be contacted to make any necessary repairs. N o t i f i c a t i o n

NYSDEC will be notified if the problem has affected the integrity of the cap system or has a potential impact or harm to the environment. M i t i g a t i o n o f t h e P r o b l e m

The initial response action will be to stop the offsite discharge by closing off culverts or inlet structures. Structures could be put in place to divert stormwater around the affected device or to dam water from offsite migration or that could damage the cover geosynthetics. T e r m i n a t i o n a n d F o l l o w - u p A c t i v i t i e s

The Town Engineer will determine when the emergency is over and the stormwater system operations have returned to normal. The Town Engineer will confirm that the problem has been remedied. If the NYSDEC had been notified, the Town Engineer will notify them that stormwater operations have returned to normal. 6 . 2 E R O S I O N C O N T R O L

Erosion of the cap soils, around stormwater collection devices, and at transitions between materials (e.g., soil to RCA at road edges) are a significant issue, if erosion causes exposure of the geomembrane liner, the runoff is no longer directed into the stormwater device or undermining of materials occurs. The Town Engineer will immediately be contacted and take the following actions. A s s e s s m e n t o f t h e P r o b l e m

The Town Engineer will assess the location of the exposed liner, the status of stormwater device and the transition area. The exposed geomembrane will be inspected for damage and the surrounding stormwater controls will be inspected for damage and effectiveness. It will be



determined if additional engineering measures should be applied or if the area should be repaired to original status. Town forces or its contractors will be contacted to make any necessary repairs. N o t i f i c a t i o n

NYSDEC will be notified if the problem has affected the integrity of the cap system and if repairs need to be made to the geomembrane that require oversight. M i t i g a t i o n o f t h e P r o b l e m

The initial response action will be to stop future erosion in areas around the exposed membrane. Erosion control measures will be implemented such as hay bales or diversion berms. Care will be used to protect the geomembrane with staked erosion control materials. The area will be restored to original grade according to the procedures described for the construction of the cap system. The area will be reseeded and fertilized and erosion control blankets installed. Periodic visits will be made to ensure growth of vegetation and that no further erosion has occurred. T e r m i n a t i o n a n d F o l l o w - u p A c t i v i t i e s

The Town Engineer will determine when the emergency is over and area is no longer susceptible to erosion. The Town Engineer will confirm that the problem has been remedied. If the NYSDEC had been notified, the Town Engineer will notify them that operations have returned to normal. 6 . 3 D I F F E R E N T I A L S E T T L E M E N T

Settlement and subsidence will be monitored on a quarterly basis. Settlement that occurs will be assessed immediately upon discovery and will be evaluated for its effect on the overall drainage of the storm water from the capped landfill. The need for cover repairs due to subsidence or settlement will be dependent upon whether the function of the cap has been impaired. Those areas where the integrity has been impaired will be restored to ensure the overall functionality of the cap is maintained.

6 . 4 G E O S Y N T H E T I C R E P A I R S

Damage to geomembrane layer or other cover materials must be repaired immediately. Repairs to the geosynthetics must be made in accordance with the Closure Document Specifications for geomembrane repair. The Town will coordinate repairs with the DEC to assure they completed properly and to allow inspection of the work. Repairs to the geosynthetics, gas vents, cap drains, stormwater structures, underlying soils and barrier protection soils on the side slopes will be performed by a contractor that has significant landfill construction experience and that is acceptable to the DEC. All repairs will be performed under the direction and supervision of a Professional Engineer. All repairs will inspected, documented and photographed and completed repair report will be submitted to the DEC by the Professional Engineer.



6 . 5 S L O P E S T A B I L I T Y

Reclaimed sand was used as the barrier protection layer of the landfill cap. The permeability of the reclaimed sand was variable over the course of the project resulting in the potential for perched liquid in the barrier sand above the geomembrane. Large displacements should be repaired by the installation of additional cap drains. The additional cap drains promote drainage within the barrier layer. The installation of cap drains will be performed by a contractor with significant landfill construction experience and under the supervision of a Professional Engineer. The additional caps shall be installed in accordance with the Contract Documents and as follows:

1. Carefully excavate and remove existing saturated barrier protection material so as to not disturb or damage the geomembrane.

2. Install new 6-inch diameter, corrugated exterior, smooth interior slotted HDPE pipe wrapped in 3 ounce fabric.

3. Backfill with dry, native sand material, not the reclaimed sand removed from the saturated trench.

4. Minimum slope of cap drains on steep slopes in 5 percent.

5. Tie-in slotted cap drain with existing solid pipe sections for drainage to existing stormwater features or install new solid pipe section to a depth of approximately 1 foot below grade.

6. Cap drain installation will inspected, documented and photographed and completed will be submitted to the DEC by the Professional Engineer.

6 . 6 F I R E S

It is unlikely that a fire within the landfill mass would occur. Brush fires may occur in extremely dry weather conditions. As a preventative measure to fires, the Town will:

1. Provide fire extinguishers accessible to Town forces for use in event of a vehicle or equipment fire.

2. Response to a fire emergency at the landfill that requires outside assistance will be made by the onsite observers by contacting “911” for dispatch of emergency personnel.

Public access will be restricted and care will be made to prevent the brush fire from spreading offsite.



6 . 7 L A N D F I L L G A S M I G R A T I O N

Landfill gases in the perimeter monitoring probes found in concentrations exceeding 25 percent of the the lower explosive limit (e.g., 1.25 percent methane) during quarterly landfill gas monitoring as described in Section 3, will be handled as follows:

1. The perimeter probes will be monitored one day after the initial reading. If still greater than the LEL, the nearby offsite structures will be monitored for landfill gases. Offsite structures should be less than 25 percent of the LEL.

2. Within 2 days of detection of gases exceeding the limits in paragraph 1, the Town Engineer will notify the NYSDEC. NYSDEC will be informed of the measured concentrations and the actions taken to ensure public safety.

3. Within 7 days, the Town will install a vacuum blower with generator power and connect the horizontal trench collector risers to the blower to induce a vacuum on the horizontal trench collectors. The blower will free vent gas extracted from the horizontal trench collector risers. The gas quality of the vented gas will be monitored on a daily basis.

4. Within 15 days of the detection of exceedance of the limits specified in paragraph 1,

the Town shall submit a schedule of implementation of the controls to the NYSDEC.

6 . 8 G R O U N D W A T E R A N D S U R FA C E W A T E R C O N T A M I N A T I O N

In the event that a significant increase in existing water quality levels is detected for one or more of the baseline parameters, the well must be re-sampled within 30 days. The regulatory limits for groundwater baseline parameters are listed in Tables 6.1, 6.2 and 6.3 below. If the re-sampling results continue to exceed the baseline parameters, contingency monitoring should be initiated. Prior to initiating contingency monitoring for a monitoring well or wells, the Town may request that a compliance conference be held with NYSDEC to discuss the need and scope of contingency monitoring. After conferring and determining that contingency monitoring is warranted, the affected monitoring well(s) and the appropriate up-gradient well(s) will be sampled and analyzed for the expanded parameters at the next event. If non-routine expanded parameters, or lead or cadmium are detected above the trigger value, a minimum of 2 independent confirmatory samples will be collected from the affected well(s) and appropriate up-gradient well(s) within 30 days of obtaining the results of the initial modified expanded parameters analysis. These samples will be collected within 2 weeks of one another, and my be collected on the same day but after separate well purging events. If the parameter(s) is not detected in either sampling event, the Department will be notified and it will be requested that the well be returned to the operational water quality monitoring. If an increase in the existing water quality values for any parameter in the up-gradient well(s) is detected, the existing water quality values for these parameters will be revised to be the arithmetic mean of the results for the contingency monitoring sampling events for the up-gradient well(s). After obtaining the analytical results from the sampling discussed above, the NYSDEC will be notified within 14 days of the significant detection for each sampling event.



The affected well(s) will then be re-sampled within 90 days and on a quarterly basis thereafter. In addition, all of the wells will be analyzed annually for the expanded parameters. The department may reduce this requirement based on site-specific conditions. A parameter may be removed from the contingency water quality monitoring program, pending approval from the Department, if the concentrations of the expanded parameters are shown at or below the existing water quality values for two consecutive sampling events.

Table 6.1. Regulatory Limits-Leachate Indicators

Parameter Regulatory

Limit (2)

Field Parameters pH 6.5-8.5 Eh -800 Field Observations(1) Turbidity 5 NTUs

Leachate Indicators

Total Kjeldahl Nitrogen Ammonia 2 mg/L Nitrate 10 mg/L Chemical Oxygen Demand Biochemical Oxygen Demand (BOD5)

Total Organic Carbon Total Dissolved Solids 500 mg/L Sulfate 250 mg/L Alkalinity Phenols 0.001 mg/L Chloride 250 mg/L Bromide 2 mg/L Total Hardness as CaCO3 Color 15 units Boron 1 mg/L



Table 6.2. Regulatory Limits – Inorganic Parameters

Parameter Regulatory Limit (2) Inorganic Parameters (mg/L)

Aluminum (3) 0.2 Antimony 0.003 Arsenic 0.025 Barium 1 Beryllium (3) 0.003 Cadmium .005 mg/L Calcium Chromium 0.05 Chromium(Hexavalent) 0.05 Cobalt Copper 0.2 Cyanide 0.2 Iron 0.3 mg/L Lead 0.025 mg/L Magnesium (3) 35 Manganese 0.3 mg/L Mercury 0.007 Nickel 0.10 Potassium Selenium 0.01 Silver 0.05 Sodium (3) 20 mg/L Thallium (3) 0.0005 Vanadium Zinc (3) 5

(1) Any unusual Conditions (colors, odors, surface sheens, etc.) noticed during well development, purging, or sampling must be reported. (2) from Table 1. Water Quality Standards Surface Waters and Groundwater for Class GA from NYCRR Part 703.5 unless noted otherwise. (3) Regulatory limit from Table 3 Groundwater Effluent Limitations, Class GA from NYCRR Part 703.5 or from Table 5 of the New York State Groundwater Effluent Limitations (Class GA) from Division of Water Technical and Operational Guidance Series (1.1.1) reissue date June 1998.



Table 6.2. Regulatory Limits – Inorganic Parameters

Parameter Regulatory Limit (2)

Organic Parameters Acetone (3) 0.05 mg/L Acrylonitrile (3) 0.005 mg/L Benzene 0.001 mg/L Bromochloromethane 0.005 mg/L Bromodichloromethane (3) 0.05 mg/L Bromoform; Tribromomethane (3) 0.05 mg/L Carbon disulfide 0.06 mg/L Carbon tetrachloride 0.005 mg/L Chlorobenzene 0.005 mg/L Chloroethane; Ethyl chloride 0.005 mg/L Chloroform; Trichloromethane 0.007 mg/L Dibromochloromethane; Chlorodibromomethane (3) 0.05 mg/L 1,2-Dibromo-3-chloropropane; DBCP 0.04 ug/L 1,2-Dibromoethane; Ethylene dibromide; EDB 6x10-4 ug/L o-Dichlorobenzene; 1,2-Dichlorobenzene 0.003 mg/L p-Dichlorobenzene; 1,4-Dichlorobenzene 0.003 mg/L trans-1,4-Dichloro-2-butene 0 .005 mg/L 1,1-Dichloroethane; Ethylidene chloride 0.005 mg/L 1,2-Dichloroethane; Ethylene dichloride 0.0006 mg/L 1,1-Dichloroethylene 0.005 mg/L 1,1-Dichloroethene 0.005 mg/L Vinylidene chloride cis-1,2-Dichloroethylene; cis-1,2-Dichloroethene 0.005 mg/L trans-1,2-Dichloroethylene; trans-1,2-Dichloroethene 0.005 mg/L 1,2-Dichloropropane 0.001 mg/L Propylene dichloride cis-1,3-Dichloropropene 0.004 mg/L trans-1,3-Dichloropropene 0.004 mg/L Ethylbenzene 0.005 mg/L 2-Hexanone; Methyl butyl ketone (3) 0.05 mg/L Methyl bromide; Bromomethane 0.005 mg/L Methyl chloride; Chloromethane 0.005 mg/L Methylene bromide; Dibromomethane 0.005 mg/L Methylene chloride; Dichloromethane 0.005 mg/L Methyl ethyl ketone; MEK; 2-Butanone(3) 0.05 mg/L 4-Methyl-2-pentanone; Methyl isobutyl ketone Styrene 0.005 mg/L 1,1,1,2-Tetrachloroethane. 0.005 mg/L 1,1,2,2-Tetrachloroethane 0.005 mg/L



Tetrachloroethylene; Tetrachloroethene; Perchloroethylene 0.005 mg/L

Toluene 0.005 mg/L 1,1,1-Trichloroethane; Methylchloroform 0.005 mg/L 1,1,2-Trichloroethane 0.005 mg/L Trichloroethylene; Tri- chloroethene (3) 0.005 mg/L Trichlorofluoromethane; CFC-11 0.005 mg/L 1,2,3-Trichloropropane 0.04 ug/L Vinyl acetate Vinyl chloride; Chloro-ethene 0.002 mg/l Xylenes 0.005 mg/L

(1) Any unusual Conditions (colors, odors, surface sheens, etc.) noticed during well development, purging, or sampling must be reported. (2) from Table 1. Water Quality Standards Surface Waters and Groundwater for Class GA from NYCRR Part 703.5 unless noted otherwise. (3) Regulatory limit from Table 3 Groundwater Effluent Limitations, Class GA from NYCRR Part 703.5 or from Table 5 of the New York State Groundwater Effluent Limitations (Class GA) from Division of Water Technical and Operational Guidance Series (1.1.1) reissue date June 1998.

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FIGURE 1: INSPECTION ZONE LOCATION MAP

Date: Inspector’s Initials:

FORM FCS-1

INSPECTION CHECKLIST

FINAL COVER SYSTEM

YOUNGS AVENUE LANDFILL, RIVERHEAD, NEW YORK

(Reference Drawing No. 1, Figure 1, Section 3.1, 4.1)

Item No. Item Title

Zone Number

1 2 3 4 5 6 7 8 9 10 11 12

1 Vegetative Growth

2 Woody Vegetation

3 Erosion

4 Surface Cracks

5 Settlement, Ponding

6 Slope Stability

7 Animal Burrows

8 Vandalism

9 Seepage

10 Cap Drains

Notes:

1 Use a check in the box to indicate that the specific item in the area has been inspected and no problems were noted. 2 Use “NS” (Not Satisfactory) where problems are noted. Mark location of NS condition on Drawing No. 1. 3 For boxes checked NS, provide, on Form DP-1, a description of the deficiency. Attach additional sheets, as necessary.


FORM SWS-1


STORMWATER BASINS

STORMWATER MANAGEMENT SYSTEM


(Reference Drawing No. 1, Section 3.2, 4.2)

Item No.

Inspection item Check Box

Item No. Inspection item CheckBox

Basin No. 1 Basin No. 21 Silt Accumulation 1 Silt Accumulation 2 Slope Erosion/Stability 2 Slope Erosion/Stability 3 Debris 3 Debris 4 Vegetation 4 Vegetation

Inlet Structure 1 Basin No. 3 1 Debris/Silt Blockage 1 Silt Accumulation 2 Connection to Pipe 2 Slope Erosion/Stability 3 Erosion around Structure 3 Debris 4 Spalling Cracking, etc 4 Vegetation

Inlet Structure 2 Inlet Structure 1 1 Debris/Silt Blockage 1 Debris/Silt Blockage 2 Connection to Pipe 2 Connection to Pipe 3 Erosion around Structure 3 Erosion around

Structure

4 Spalling Cracking, etc 4 Spalling Cracking, etc Inlet Structure 3 Inlet Structure 2

1 Debris/Silt Blockage 1 Debris/Silt Blockage 2 Connection to Pipe 2 Channel Lining 3 Erosion around Structure 3 Erosion around inlet 4 Spalling Cracking, etc 4 Vegetation

Inlet Structure 4 1 Debris/Silt Blockage 2 Connection to Pipe 3 Erosion around Structure 4 Vegetation

Notes:



FORM SWS-2


STORMWATER MANHOLES




Landfill Downchute Manholes

Item No. Inspection Item Manhole Number

DC-3 DC-4 DC-51 Debris/Silt Accumulation Inside 2 Pipe connections to manhole 3 Silt Accumulation at Discharge 4 Settlement 5 Vandalism 6 Weep holes 7 Grates 8 Spalling, Cracking 9 Erosion Around Structure

Youngs Avenue Manholes

Item No. Inspection Item Manhole Number

MHB MHC MHD MHE

1 Debris/Silt Accumulation 2 Pipe connections to manhole 3 Flow Through Manhole 4 Settlement 5 Vandalism 6 Grates 7 Other

Notes:



FORM SWS-3


STORMWATER OPEN CHANNELS WITHIN LIMIT OF FINAL CAP




Item No. Inspection item Check Box Item No. Inspection item Check Box

East Access Road Channel South Berm Channel

1 Overgrown Vegetation 1 Overgrown Vegetation 2 Standing Water 2 Standing Water 3 Sediment and Debris 3 Sediment and Debris 4 Erosion/Washouts 4 Erosion/Washouts 5 Culvert Inlet 5 Cap Drains 6 Culvert Outlet

East Channel Outlet Structure Walkway Bench Channel 1 Debris/Silt Blockage 1 Overgrown Vegetation 2 Connection to Pipe 2 Standing Water 3 Erosion around Structure 3 Sediment and Debris 4 Spalling Cracking, etc 4 Erosion/Washouts 5 Cap Drains

Main Access Road Channel West Side Access Road Channel (N)

1 Overgrown Vegetation 1 Overgrown Vegetation 2 Standing Water 2 Standing Water 3 Sediment and Debris 3 Sediment and Debris 4 Erosion/Washouts 4 Erosion/Washouts 5 Cap Drains

Main Access Road Channel Outlet Structure West Side Access Road Channel (S)

1 Debris/Silt Blockage 1 Overgrown Vegetation 2 Connection to Pipe 2 Standing Water 3 Erosion around Structure 3 Sediment and Debris 4 Spalling Cracking, etc 4 Erosion/Washouts

Notes: 1 Use a check in the box to indicate that the specific item in the area has been inspected and no problems were noted. 2 Use “NS” (Not Satisfactory) where problems are noted. Mark location of NS condition on Drawing No. 1. 3 For boxes checked NS, provide, on Form DP-1, a description of the deficiency. Attach additional sheets, as necessary.


FORM SWS-4


STORMWATER OPEN CHANNELS OUTSIDE LIMIT OF FINAL CAP




Item No. Inspection item Check Box Item No. Inspection item Check Box

Parking Area Channel Lower West Channel 1 Overgrown Vegetation 1 Overgrown Vegetation 2 Standing Water 2 Standing Water 3 Sediment and Debris 3 Sediment and Debris 4 Erosion/Washouts 4 Erosion/Washouts

Parking Area Channel Outlet Structure Lower West Downchute

1 Debris/Silt Blockage 1 Overgrown Vegetation 2 Connection to Pipe 2 Standing Water 3 Erosion around Structure 3 Sediment and Debris 4 Spalling Cracking, etc 4 Erosion/Washouts

Inlet Channel to Basin No. 3

1 Overgrown Vegetation 2 Standing Water 3 Sediment and Debris 4 Erosion/Washouts

Notes: 1 Use a check in the box to indicate that the specific item in the area has been inspected and no problems were noted. 2 Use “NS” (Not Satisfactory) where problems are noted. Mark location of NS condition on Drawing No. 1. 3 For boxes checked NS, provide, on Form DP-1, a description of the deficiency. Attach additional sheets, as necessary.


FORM SWS-5


DRAINAGE SWALES




Item No. Item Title

Drainage Swale Number

DS1 DS2 DS3 DS4 DS5 DS6 DS7 DS8 DS9 DS10 DS11DS12DS13

1 Overgrown Vegetation

2 Channel Lining 3 Standing Water

4 Sediment and Debris

5 Erosion/Washouts 6 Rip Rap

7 Downchute Inlet

8 Vandalism

9 Seepage Notes: 1 Use a check in the box to indicate that the specific item in the area has been inspected and no problems were noted. 2 Use “NS” (Not Satisfactory) where problems are noted. Mark location of NS condition on Drawing No. 1. 3 For boxes checked NS, provide, on Form DP-1, a description of the deficiency. Attach additional sheets, as necessary.


FORM LFG-1


LANDFILL GAS MONITORING SYSTEM

GAS VENT RISERS

YOUNGS AVENUE LANDFILL, RIVERHEAD, NEW YORK (Reference Drawing No. 1, Section 3.3, 4.3)

Item No. Item Title

GAS VENT NUMBER

GV1 GV2 GV3 GV4 GV5 GV6 GV7 GV8 GV9 GV10 GV11 GV12 GV13

1 Damage/Vandalism 2 Settlement 3 Accessibility 4 Stressed Vegetation

Item No. Item Title

GAS VENT NUMBER

GV14 GV15 GV16 GV17 GV18 GV19 GV20 GV21 GV22 GV23 GV24 GV25 GV26


Notes:



FORM LFG-2


LANDFILL GAS MONITORING SYSTEM

HORIZONTAL GAS VENT TRENCH RISERS AND GAS PROBES

YOUNGS AVENUE LANDFILL, RIVERHEAD, NEW YORK (Reference Drawing No. 1, Section 3.3, 4.3)

Item No. Item Title

HORIZONTAL GAS VENT TRENCH RISER NUMBER

GT1S GT2S GT1N GT2N GT3S GT4S GT3N GT4N GT5S GT6S GT5N GT6N


Item No. Item Title

GAS PROBE NUMBER

GP1 GP2 GP3 GP4 GP5 GP6 1 Damage/Vandalism 2 Settlement 3 Accessibility 4 Stressed Vegetation

Notes:



FORM AS-1

INSPECTION CHECKLIST FORM ANCILLARY SYSTEMS

ACCESS ROADS

YOUNGS AVEUNE LANDFILL, RIVERHEAD, NEW YORK (Reference Drawing No. 1, Section 3.4, 4.4)

Description Check Box

Status/Comments

Main Access Road (including parking area, south perimeter berm road):

- Condition of asphalt/gravel

- Rutting, washouts

- Guide rails, gates, bollards

- Depressions/settlement

- Walking bridge system

East Access Road (including south perimeter road):

- Condition of gravel

- Rutting, washouts

- Guide rails


- Culvert – inlet and outlet structure

West Side Access Road

- Condition of gravel

- Rutting, washouts

- Gate


Notes:

1 Use a check in the status/comments box to indicate that the specific item in the area has been inspected and no problems were noted.

2 Use “NS” (Not Satisfactory) in the status box where problems are noted. Mark location of NS condition on Drawing No. 1. 3 For boxes checked NS, provide, on Form DP-1, a description of the deficiency. Attach additional sheets, as necessary.


FORM AS-2 INSPECTION CHECKLIST FORM

ANCILLIARY SYSTEMS

YOUNGS AVEUNE LANDFILL, RIVERHEAD, NEW YORK (Reference Drawing No. 1, Section 3.4, 4.4)

Description Check Box

Status/Comments

Site Access :

- Front gates

- Fence

Lower Walking Path (along main access road and bench):

- Condition of asphalt

- Rutting, washouts


Upper Walking Path (landfill mound area)

- Condition of asphalt

- Rutting, washouts


Notes:

1 Use a check in the status/comments box to indicate that the specific item in the area has been inspected and no problems were noted.

2 Use “NS” (Not Satisfactory) in the status box where problems are noted. Mark location of NS condition on Drawing No. 1. 3 For boxes checked NS, provide, on Form DP-1, a description of the deficiency. Attach additional sheets, as necessary


FORM GMS-1

INSPECTION CHECKLIST GROUNDWATER MONITORING SYSTEM


(Reference, Figure 3.1, Section 3.5.2, 4.3)

Item No. Item Title

WELL NUMBER

S-73271 S-73270 S-112833 S-12834

1 Damage/Vandalism

2 Settlement

3 Accessibility

4 Vegetation

Notes:

1 Use a check in the box to indicate that the specific item in the area has been inspected and no problems were noted. 2 Use “NS” (Not Satisfactory) where problems are noted. 3 For boxes checked NS, provide, on Form DP-1, a description of the deficiency. Attach additional sheets, as necessary.

Date: Inspected by: Page of

Weather Inspector Signature:

FORM DP-1

DESCRIPTION OF DEFICIENCIES AND PROBLEMS

YOUNGS AVEUNE LANDFILL, RIVERHEAD, NEW YORK

Form No. Location Description of Deficiency Corrective Action Required Corrective Action Taken

FCS-1 Zone 2, sideslope Dead Vegetation Investigate cause, reseed No indications of LFG or

leachate, reseeded in accordance with 4.1.1

SWS-1 Basin 1, SE corner Debris [to be completed and submitted with subsequent quarterly report]

[to be completed and submitted with subsequent quarterly report]

Date: Inspected by: Page of

Weather Inspector Signature:

FORM DP-1 DESCRIPTION OF DEFICIENCIES AND PROBLEMS

YOUNGS AVEUNE LANDFILL, RIVERHEAD, NEW YORK

Form No. Location Description of Deficiency Corrective Action Required Corrective Action Taken

A p p e n d i x E

M o n i t o r i n g F o r m s

Date: Staff:

Wind Speed: mph

Barometric Pressure: Wind Direction:

CH4 (%) CO2 (%) N2 (%) O2 (%)0.0

(Fresh Air)

0.0(Fresh

Air)

79.1(Fresh Air)

0.0(Span Gas)

CH4 (%) CO2 (%) N2 (%) O2 (%)

50.0 35.0 15.0 20.9(Fresh Air)

Sample

Location

Perimeter Probes

GP-1

GP-2

GP-3

GP-4

GP-5

GP-6

Comments

LFG PERIMETER PROBE MONITORING DATA

Weather Conditions:

Field Calibration - Gas Composition Meter

Meter Manufacturer: Meter Model No.:

Span gas used as zero gas for O2

sensor.

Meter Serial No.:

Date/Time (Must be within 2 hours of reading date/time) : Performed By:

Calibration GasZero Gas Composition

Manufactured By: Manufacture Date: Expiration Date: Lot / ID Number

Span Gas CompositionManufactured By: Manufacture Date: Expiration Date: Lot / ID Number

Fresh Air NA NA NA

Comments

Fresh air used as span gas for O2 sensor.

Reading After CalibrationZero Gas Reading Span Gas Reading

CH4 (%) CO2 (%) O2 (%) CH4 (%) CO2 (%) O2 (%)

Date Time CH4 CO2 O2 Balance Static Comments

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SPRUCE DR

OFFICE OF THE TOWN ENGINEER

DATE: 6/20/2011Well locations are approximate.

Property Lines Courtesy:

Suffolk County Real Property Tax Service

COPYRIGHT (c) 2010 COUNTY OF SUFFOLK, N.Y.

0 160 32080

Feet

TOWN OF RIVERHEAD

200 Howell Ave.

Riverhead, NewYork 11901

GMP-6

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YOUNGS AVE LANDFILLONSITE MONITORING WELLS

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Text Box

LOWER WEST POND

ID Task Name

1 Youngs Avenue Landfill - GW Sampling Schedule2 Year 1 - 20133 Quarter 1 - Routine Sampling4 Quarter 2 - Routine Sampling5 Quarter 3 - Routine Sampling6 Quarter 4 - Routine Sampling7 Year 2 - 20148 Quarter 1 - Baseline Sampling9 Quarter 2 - Routine Sampling

10 Quarter 3 - Routine Sampling11 Quarter 4 - Routine Sampling12 Year 3 - 201513 Quarter 1 - Routine Sampling14 Quarter 2 - Baseline Sampling15 Quarter 3 - Routine Sampling16 Quarter 4 - Routine Sampling17 Year 4 - 201618 Quarter 1 - Routine Sampling19 Quarter 2 - Routine Sampling20 Quarter 3 - Baseline Sampling21 Quarter 4 - Routine Sampling22 Year 5 - 201723 Quarter 1 - Routine Sampling24 Quarter 2 - Routine Sampling25 Quarter 3 - Routine Sampling26 Quarter 4 - Baseline Sampling27 Year 6 - 201828 Quarter 1 - Routine Sampling29 Quarter 2 - Routine Sampling30 Quarter 3 - Routine Sampling31 Quarter 4 - Routine Sampling32 Year 7 - 201933 Quarter 1 - Baseline Sampling34 Quarter 2 - Routine Sampling35 Quarter 3 - Routine Sampling36 Quarter 4 - Routine Sampling37 Year 8 - 202038 Quarter 1 - Routine Sampling39 Quarter 2 - Baseline Sampling40 Quarter 3 - Routine Sampling41 Quarter 4 - Routine Sampling42 Year 9 - 202143 Quarter 1 - Routine Sampling44 Quarter 2 - Routine Sampling45 Quarter 3 - Baseline Sampling46 Quarter 4 - Routine Sampling47 Year 10 - 202248 Quarter 1 - Routine Sampling49 Quarter 2 - Routine Sampling50 Quarter 3 - Routine Sampling51 Quarter 4 - Baseline Sampling

Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Q2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 20

Task

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Project Summary

External Tasks

External Milestone

Inactive Task

Inactive Milestone

Inactive Summary

Manual Task

Duration-only

Manual Summary Rollup

Manual Summary

Start-only

Finish-only

Deadline

Progress

Youngs Avenue LandfillTown of Riverhead, NY

10-Year Post-Closure GW/LFG Sampling Schedule

Page 1

Project: YoungsAve_10-yearSampDate: Thu 1/31/13

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Routine Sampling

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Baseline Sampling

FPM group™

APPENDIX A PUMP SPECIFICATIONS AND

EQUIPMENT CALIBRATION INFORMATION

GRUNDFOS PRODUCT GUIDE

SQ, SQE, SQE-NE,CU 321

SQ, SQE.book Page 1 Wednesday, June 16, 2010 11:04 PM

Contents

2

Contents

Product introductionIntroduction 4Features and benefits 4Identification 6

ApplicationsSQ with pressure switch and pressure tank 7 Constant-pressure control with CU 301 - residential water supply 8Constant-pressure control with CU 301 - irrigation 9Maintaining a constant water table 10Emptying or filling a tank 11Pumping from one tank to another 12Setting of operating parameters 13SQE with manual speed control 14

Product overviewPerformance range 15

InstallationInstallation 16

Sizing and selectionSystem sizing guide 17

Cable sizingSQ, SQE, SQE-NE cable sizing chart 18

Curve charts5 SQ, SQE 1910 SQ, SQE 2015 SQ, SQE 2122 SQ, SQE 2230 SQ, SQE 2310 SQE-NE 2422 SQE, SQE-NE 25

Technical dataElectrical data 26Operating conditions 26Storage conditions 26SQ, SQE motor data 27SQ, SQE and SQE-NE dimensions and weights 28Materials of construction 29Material specification 30

Control unitsCU 301 31R100 menu structure for CU 301 control unit 32R100 menus for CU 301 33CU 300 34R100 menu structure for the CU 300 35R100 menus for CU 300 36Examples of R100 displays 37

CU 321 variable frequency driveFeatures 38Applications 38Components 38Sizing 38Performance curves - CU 321 variable speed 39

AccessoriesCU 321 variable frequency drive 41CU 301 Constant Pressure System 41CU 300 Status Box & R100 41SQ, SQE flow sleeves 41

Further product documentationWebCAPS 42WinCAPS 43


SQ, SQE, SQE-NE, CU 321

3

Mission

- It is our mission - the basis of our existence - to successfully develop, produce and sell high-quality pumps and pumping systems world-wide, contributing to a better quality of life and a healthy environment

• One of the 3 largest pump companies in the world• The second largest manufacturer of submersible motors in the world• World headquarters in Denmark• North American headquarters in Kansas City - Manufacturing in Fresno, California• 80 companies in 45 countries• More than 16 million motors and pumps produced annually worldwide• North American companies operating in USA, Canada and Mexico• Continuous reinvestment in growth and development enables the company to

BE responsible, THINK ahead, and INNOVATE

Bjerringbro, Denmark

Fresno, California Olathe, Kansas

Monterrey, Mexico Allentown, Pennsylvania Oakville, Ontario


4


SQ, SQE, SQE-NE, CU 321Product introduction

Introduction3-inch SQ, SQE submersible well pumpsfor 3-inch and larger wellsSQ, SQE pumps are suitable for both continuous and intermittent operation for a variety of applications:

• Domestic water suppy• light commercial• irrigation• tank applications.

Features and benefitsSQ, SQE pumps offer these features:

• Dry-run protection• high efficiency pump and motor• protection against up-thrust• soft-start• over-voltage and under-voltage protection• over-temperature protection• high starting torque.

Additionally, SQE pumps offer these advantages:

• Constant pressure control• variable speed• electronic control and communication.

SQ, SQE innovative motor technologySQ, SQE pumps feature an innovative motor design incorporating permanent-magnet technology. By combining permanent-magnet motors and a Grundfos micro-frequency converter, we are able to deliver unmatched performance and the ability to control and communicate with the pump in ways never before possible. A few of the features that result from this combined technology are Constant Pressure Control, Soft-Start, and Integrated Dry-Run Protection, but these are just a few of the features these pumps offer.

SQ pump models operate at a constant speed much like today’s conventional pumps. The difference is that SQ delivers the benefits of an electronically controlled permanent-magnet motor that cannot be achieved with a conventional induction motor.

SQ pumps are available for single-phase power; a simple 2-wire design makes installation easy.

SQE pumps are equipped with a Grundfos "Smart Motor." Like the SQ models, SQ pumps have a high efficiency permanent-magnet motor — but we add the ability to communicate.

The "Smart Motor" communicates via the CU301 status box through the power leads.

It is not necessary to run any additional wires down the well. Communication with the pump provides Constant Pressure Control and the highly useful ability to change the pump performance while the pump is installed in the well. Like the SQ motor, this is also a 2-wire motor designed for single-phase operation.

Dry-running protectionThe pumps are protected against dry running. A value of Pcut-out ensures cut-out of the pump in case of lack of water in the borehole thus preventing a burnout of the motor.

Pcut-out is factory-set both for the SQ and SQE, SQE-NE pumps.

Fig. 1 Pcut-out curve

High pump efficiencyThe hydraulic pump components are polyamidereinforced with 30 % glass fiber. The hydraulic design provides for high pump efficiency resulting in low energy consumption and therefore low energy costs.

TM01

275

1 22

98

H

Qcut-out

P

Q

P1Pcut-out

Product introduction SQ, SQE, SQE-NE, CU 321


High motor efficiencyThe motors are based on a permanent magnet rotor (PM motor) featuring high efficiency within a wide load range.

Fig. 2 Efficiency curves of Grundfos SQ motorversus conventional motors

Wear resistanceThe pump design features "floating" impellers (notfastened to the shaft). Each impeller has its owntungsten carbide/ceramic bearing. The construction and materials ensure high wear resistance to sand for long product life.

Fig. 3 Example of Grundfos floating impeller

Protection against upthrustStarting up a pump with a very low counter pressure involves the risk of the entire impeller stack being lifted, also called upthrust. Upthrust may cause breakdown of both pump and motor.

SQ, SQE, SQE-NE motors are fitted with a top bearing protecting both pump and motor against upthrust, thuspreventing breakdown during the critical start-up phase.

Excellent starting capabilitiesThe integrated electronic unit of the motor features soft starting. Soft start reduces the starting current and thus gives the pump a smooth and steady acceleration.

The soft starter minimizes the risk of wear on the pump and prevents overloading of the mains during start-up.

The excellent starting capabilities are a result of the high locked-rotor torque of the permanent magnet motor together with the few pump stages. The high starting reliability also applies in case of low voltage supply.

Fig. 4 Soft-start feature

Overvoltage and undervoltage protection Overvoltage and undervoltage may occur in case of unstable voltage supply.

The integrated protection of all motors preventsdamage to the motor in case the voltage moves outside the permissible voltage range.

The pump will cut out if the voltage falls below 150 V or rises above 315 V. The motor is automatically cut in again when the voltage again falls within thepermissible voltage range. Therefore no extraprotection relay is needed.

Overload protectionExposure of the pump to heavy load causes the current consumption to rise. The motor will automaticallycompensate for this by reducing the speed to 3000 rpm. Further overload will lead to stop.

If the rotor is being prevented from rotating, this will automatically be detected and the power supply will be cut out. Consequently, no extra motor protection is needed.

Overtemperature protectionA permanent magnet motor gives off very little heat to its surroundings. In combination with an efficientinternal circulation system leading the heat away from the rotor, stator and bearings, this ensures optimum operating conditions for the motor.

As an extra protection, the electronic unit has a built-in temperature sensor. When the temperature rises too high, the motor is cut out; when the temperature has dropped, the motor is automatically cut in again.

TM01

269

8 22

98TM

01 3

141

3498

200 250 300 350 400 450 500 550 P2 [W]

45

50

55

60

65

70

[%]Eta

Conventional 1 ph

Conventional 3 ph

MS 3

Conventional 3-ph.

Conventional 1-ph.

SQ.

TM01

347

9 41

98

Current [A]

DOL (direct-on-line starting)

Soft start

3 Time [s]

5

Product introduction SQ, SQE, SQE-NE, CU 321

6


ReliabilityThe motors are built for high reliability and feature:

• Tungsten carbide / ceramic bearings• thrust bearings protecting against downthrust• product life time equal to conventional AC motors.

Variable speedThe SQE motor enables continuously variable speed control from 3,000 to 10,700 rpm. The pump can be set to operate in any duty point in the range between the 3,000 and 10,700 rpm performance curves of the pump. Consequently, the pump performance can be adapted to any specific requirement.

The variable speed control facility requires the use of the CU 300 or CU 301 control unit.

For the calculation of pump speed, the program "SQE Speed Calculation" is available on CD-ROM as an accessory.

IdentificationType key example SQ, SQE, SQE-NE

10 SQ E 05 - 160 N E

Rated gallons per minute

Basic version (without communication)

Electcronic communication

Horsepower

Total Dynamic Head in (ft) at rated flow

Stainless steel 316

Environmental, PVDF impellers


SQ, SQE, SQE-NE, CU 321Applications

SQ with pressure switch and pressure tankSQ is ideally suited for domestic water supply in single- family dwellings or summer homes which are notconnected to municipal waterworks. SQ is easy to install and operate.

Fig. 5 Application example: SQ with pressure switch and pressure tank

SQ with pressure switch and pressure tank

TM01

244

7 17

98

17

14

22

2

3

4

12

1820

2117

31

30

31

1

1 Pump, SQ2 Cable3 Cable clips4 Pressure tank

12 Pressure switch14 Pressure gauge17 Isolating valve18 Tap20 Mains switch21 Mains connection22 Riser pipe30 Straining wire31 Wire clamp

Recommended min.20 inches (0.5 m)

Min. 20 inches (0.5 m)

Pos. Part Type No. of units Product number Unit price Total price1 Pump SQ2 Cable3 Cable clips4 Pressure tank

12 Pressure switch14 Pressure gauge20 Mains switch30 Straining wire31 Wire clamp

7

Applications SQ, SQE, SQE-NE, CU 321

8


Constant-pressure control with CU 301 - residential water supplyFeatures and benefitsThe system maintains a constant pressure within the maximum pump performance in spite of a varying water consumption.

The pressure is registered by the pressure sensor and transmitted to the CU 301. The CU 301 adjusts the pump performance accordingly.

FunctionWhen a tap is opened the pressure in the tank will start to drop. At a flow lower than approximately 1 gpm(0.18 m3/h), the pressure will drop slowly.

When the pressure in the tank is 7 psi (0.5 bar) below setpoint, the pump will start. The pump will run until the pressure is 7 psi (0.5 bar) above setpoint. This way of operation is called on/off operation.

At a flow higher than approximately 1 gpm (0.18 m3/h), the pressure will drop quickly and the pump will startimmediately and maintain a constant pressure.

During operation, the CU 301 will regulate the pump speed to maintain a constant pressure. If there is no consumption, the pump will boost the pressure to 7 psi (0.5 bar) above setpoint and stop after a few seconds.

Fig. 6 Application example: Constant-pressure control with CU 301 - residential water supply

Constant-pressure control with CU 301 - residential water supply

TM03

342

9 04

06

Pos. Part Type No. of units Product number Unit price Total price1 Pump SQE2 Cable3 Cable clips4 Pressure tank 2 gal (8 liters)5 Control unit CU 301

10 Pressure sensor 0 - 120 psi (0 - 6 bar)14 Pressure gauge30 Straining wire31 Wire clamp


Min. 20 inches(0.5 m)

1 Pump, SQE2 Cable3 Cable clips4 Pressure tank, 2 gal (8 liters)5 Control unit, CU 301

10 Pressure sensor, 0 - 120 psi (0 - 6 bar)14 Pressure gauge18 Tap21 Mains connection22 Riser pipe30 Straining wire31 Wire clamp



Constant-pressure control with CU 301 - irrigation

Features and benefitsThe system maintains a constant pressure within the maximum pump performance in spite of a varying water consumption.

The pressure is registered by means of the pressure sensor and transmitted to the CU 301. The CU 301 adjusts the pump performance accordingly.

FunctionWhen the sprinkler system is started, the pressure in the tank will start to drop.

At a flow lower than approximately 1 gpm (0.18 m3/h),

the pressure will drop slowly. When the pressure in the tank is 7 psi (0.5 bar) below setpoint, the pump will start. The pump will run until the pressure is 7 psi (0.5 bar) above setpoint. This way of operation is calledon/off operation.

At a flow higher than approximately 1 gpm (0.18 m3/h), the pressure will drop quickly and the pump will startimmediately and maintain a constant pressure.

During operation, the CU 301 will regulate the pump speed to maintain a constant pressure. If there is no consumption, the pump will boost the pressure to 7 psi (0.5 bar) above setpoint and stop after a few seconds.

Fig. 7 Application example: Constant-pressure control with CU 301 - irrigation

Constant-pressure control with CU 301 - irrigation

TM03

342

8 04

06

Pos. Part Type No. of units Product number Unit price Total price1 Pump SQE2 Cable3 Cable clips4 Pressure tank 2 gal (8 liter)5 Control unit CU 301

10 Pressure sensor 0 - 120 psi (0 - 6 bar)14 Pressure gauge30 Straining wire31 Wire clamp

Min. 20 inches(0.5 m)


1 Pump, SQE2 Cable3 Cable clips4 Pressure tank 2 gal (8 liter)5 Control unit, CU 301

10 Pressure sensor, 0 - 120 psi (0-6 bar)14 Pressure gauge18 Sprinkler system21 Mains connection22 Riser pipe30 Straining wire31 Wire clamp

9


10


Maintaining a constant water tableFunctioning and benefitsA constant water table can be maintained by adjusting pump performance. It may be important to maintain a constant water table, e.g. in connection with keeping out the groundwater on a building site or waterremediation projects.

The example shows how to maintain a constant water table by adjusting pump performance.

Sensors

Fig. 8 Application example: Maintaining a constant water table

Maintaining a constant water table

Level Description ReactionLevel sensor (pos. 11)

Warning (max.)Too high water level. Possible cause: Insufficient pump capacity.

Alarm relay operates.

Desired level The water level which should be maintained.

Warning (min.)Too low water level. Possible cause: Too high pump capacity.

Alarm relay operates.

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245

9 48

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22

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R1005

21 29

1

1 Pump, SQE2 Cable3 Cable clips5 Control unit, CU 300

11 Level sensor21 Mains connection22 Riser pipe29 Remote control, R10030 Straining wire31 Wire clamp

R100

Warning (max.)

Desired level

Warning (min.)Recommended min. 20 inches (0.5 m)

Min. 0.5 m

Pos. Part Type No. of units Product number Unit price Total price1 Pump SQE2 Cable3 Cable clips5 Control unit CU 30011 Level sensor 29 Remote control R10030 Straining wire31 Wire clamp



Emptying or filling a tankThe SQE pump with CU 300 is ideal for emptying orfilling a tank.

Fig. 9 Application example: Emptying or filling a tank

Emptying or filling a tank

TM01

864

9 48

01

Pos. Part Type No. of units Product number Unit price Total price1 Pump SQE2 Cable3 Cable clips5 Control unit CU 30011 Level sensor22 Riser pipe

27 Flow sleeve with strainer and supporting brackets

29 Remote control R10030 Straining wire31 Wire clamp

22

29

2

3

30

1

31

29

R100

2232

5

21

27

11

1

5

21R100

11


Recommended min. 20 inches (0.5 m)

1 Pump, SQE2 Cable3 Cable clips5 Control unit, CU 300

11 Level sensor21 Mains connection22 Riser pipe27 Flow sleeve with strainer and supporting brackets29 Remote control, R10030 Straining wire31 Wire clamp

R100 R100

Max. (start)

Min. (stop)Recommended min. 20 inches(0.5 m)

11


12


Pumping from one tank to another

Functioning and benefitsThe SQE pump is ideal for pumping water from one tank to another.

Sensors

Fig. 10 Application example: Pumping from one tank to another

Pumping from one tank to another

Level Description Light indication on CU 300

Level sensor (pos. 11, tank at top)

Max. (stop) When the water has reached this level, the pump stops.

Green indicator light in on/off button is flashing.

Min. (start) When the water has dropped to this level, the pump starts.

Green indicator light in on/off button is permanently on.

Level sensor (pos. 11, tank at bottom)

Max. (start) When the water has reached this level, the pump starts.

Green indicator light in on/off button is on.

Min. (stop) When the water has dropped to this level, the pump stops.

Green indicator light in on/off button is flashing.

TM01

245

4 48

01

Pos. Part Type No. of units Product number Unit price Total price1 Pump SQE2 Cable3 Cable clips5 Control unit CU 30011 Level sensor

27 Flow sleeve with strainer and supporting brackets

29 Remote control R100

22

3

2

1

27

11

21

5

11

R10029 1 Pump, SQE

2 Cable3 Cable clips5 Control unit, CU 300

11 Level sensor21 Mains connection22 Riser pipe27 Flow sleeve with strainer and supporting brackets29 Remote control, R100

R100

Max. (start)

Min. (stop)

Recommended min. 20 inches(0.5 m)

Max. (stop)

Min. (start)



Setting of operating parametersUsing the R100 and the CU 300 enables change of the motor speed and thereby setting of the pump to aspecific performance.

The software program "SQE Speed Calculation" has been developed for the calculation of the speed in order to obtain the required flow rate and head.

Dry-running protectionThe value Pcut-out, ensuring dry-running protection, is factory-set for the SQE pump.

If the speed of the SQE pump is reduced by more than 1000 rpm, the Pcut-out value must be readjusted by means of the CU 300 and R100.

Fig. 11 Application example: Workshop setting of operating parameters

Setting of operating parametersTM

01 8

650

4801

Part Type No. of units Product number Unit price Total pricePump SQERemote control R100Control unit CU 300SQE Speed Calculation program

Note: The SQE pump must not be started until the pump has been completely submerged below the water table. However, the change of the motor speed can be made even if the pump is not submerged.

R100

CU 300

SQE

13


14


SQE with manual speed control

Functioning and benefitsManual speed control of the SQE pumps is possible by means of R100 and an SPP 1 potentiometer.

This application is especially suitable for sampling from groundwater monitoring wells. The monitoring well is purged at high speed and the sample is taken at a low speed (quiet flow). For contaminated groundwater the SQE-NE type range is recommended.

In case frequent sampling is required, dedicated instal-lation of the pump is recommended, thus eliminating wear caused by frequent assembly and dismantling the installation.

Furthermore, dedicated installations saves the costs of assembling and dismantling the installation.

Important: Through dedicated installation the transfer of contamination from one monitoring well to another is avoided.

Dry-running protectionThe value Pcut out, ensuring dry-running protection, is factory-set for the SQE pump. If the speed of the pump is reduced more than 1,000 rpm, the value of Pcut out must be readjusted by means of CU 300 and R100.

Fig. 12 Application example: Sampling/manual speed control of SQE

Sampling/manual speed control of SQE

TM01

902

8 48

01

21

325

22

2

3

31

1

30

1 SQE pump2 Cable3 Cable clips5 Control unit, CU 300

21 Mains connection22 Riser pipe30 Stainless-steel straining wire31 Stainless-steel wire clamps, 2 per lifting eye32 Potentiometer, SPP 1

Recommended min. 20 inches (0.5 m)


Pos. Part Type No. of units Product number Unit price Total price1 Pump SQE2 Cable3 Cable clips5 Control unit CU 300

22 Riser pipe30 Stainless-steel straining wire31 Wire clamps 2 per lifting eye32 Potentiometer SPP 1


15

Product overview

Performance range

TM02

997

5 20

100 4 8 12 16 20 24 28 32 36 Q [US GPM]

30

40

60

80

100

150

200

300

400

600

800

[ft]H

0 2 4 6 8 Q [m³/h]

1010

20

30

40

50

60

70

80

90

100100

200

[m]H

SQ

ISO 9906 Annex A

SQESQE-NE

5 SQ

, SQ

E

10 S

Q, S

QE,

SQ

E-N

E

15 S

Q, S

QE

22 S

Q, S

QE,

SQ

E-N

E

30 S

Q, S

QE



16

Installation

InstallationThe SQ and SQE, SQE-NE may be installed vertically,horizontally or in any position in between.

Note: The pump must not fall below the horizontal level in relation to the motor.

The following features ensure simple installation of the pump:

• Built-in check valve with spring• low weight ensuring user-friendly handling• installation in 3" or larger boreholes• only on/off switch is needed, which means that no

extra motor starter / starter box is necessary.For horizontal installation a flow sleeve isrecommended in order to:

• ensure sufficient flow velocity past the motor and thus provide sufficient cooling

• prevent motor and electronic unit from being buried in sand or mud.

Fig. 13 SQE installation

TM01

137

5 14

98

Allowed

Not allowed



17

Sizing and selection

System sizing guideStep 1Calculate minimum head requirements at no flow conditions:

Hmax (required) = dynamic head + system pressure (in feet) + above grade elevation + friction loss

Step 2Select pump from chart as follows:

• Choose model family based on the desired flow rate (i.e. 15SQE for a flow rate of 15 gpm)• Select the first model with a value in Column 2 greater than the Hmax calculated in Step 1

(For example: the choice for a 22 gpm model with an Hmax of 140 ft would be the 22SQE-160).• Double check your selection in the performance curves; see Curve charts on p. 19.

Fig. 14 Recommended sizing

Note: All calculated head requirements must lie between the selected pump models minimum and maximum speed curves.

System sizing matrixColumn 1 Column 2

Pump typeModel B

Shutoff head (0 gpm)@ 3000 rpmmin. speed

Head @ rated gpm@ 10700 rpmmax. speed

TDH [feet] TDH [feet]5SQE-90 11 865SQE-140 17 1315SQE-180 22 1775SQE-230 28 2225SQE-270 34 2705SQE-320 39 3155SQE-360 45 3605SQE-410 51 4055SQE-450 56 450

10SQE-110 12 10510SQE-160 17 16410SQE-200 23 21510SQE-240 29 26710SQE-290 34 32810SQE-330 40 390

15SQE-70 10 7515SQE-110 14 12315SQE-150 19 16415SQE-180 24 20515SQE-220 29 24615SQE-250 33 28715SQE-290 38 328

22SQE-40 5 3622SQE-80 9 7722SQE-120 14 11722SQE-160 18 15922SQE-190 23 20022SQE-220 27 240

30SQE-40 5 3330SQE-90 11 8230SQE-130 16 126

TM01

854

7 04

00

Pump curveat 10,700 ft

Pump curveat 3,000 rpm

Max

. hea

d at

rate

d flo

w

Max

. hea

d at

no

flow



18

Cable sizing

SQ, SQE, SQE-NE cable sizing chart

Cable length in feet.

Note: shaded values do not apply when using a CU 301 as its max. recommended cable length is 650 ft.

Motor rating Copper wire size (AWG)Volts Hp Amps 14 12 10 8 6 4 2115 0.5 12 140 220 360 550 880 1390 2260

230 0.5 5.2 640 1000 1660 2250 4060 — —230 0.75 8.4 400 620 1030 1580 2510 3970 —230 1 11.2 300 460 770 1190 1890 2980 4850230 1.5 12 280 430 720 1110 1760 2780 4530



SQ, SQE, SQE-NE, CU 321Curve charts

5 SQ, SQE

TM04

746

3 20

10

0 1 2 3 4 5 6 Q [US GPM]

0

100

200

300

400

500

600

700

800

[ft]H

0

50

100

150

200

250

[m]H

5 SQ

ISO 9906 Annex A 5 SQE

-450

-410

-360

-320

-270

-230

-180

-140

-90

0 1 2 3 4 5 6 Q [US GPM]

0

8

16

24

[ft]H

0

2

4

6

[m]H

0.0 0.4 0.8 1.2 1.6 Q [m³/h]

NPSH

19

Curve charts SQ, SQE, SQE-NE, CU 321

20


10 SQ, SQE

TM04

746

4 20

10

0 1 2 3 4 5 6 7 8 9 10 11 12 13 Q [US GPM]

0

50

100

150

200

250

300

350

400

450

500

550

[ft]H

0

20

40

60

80

100

120

140

160

[m]H

10 SQ

ISO 9906 Annex A10 SQE

-330

-290

-240

-200

-160

-110

0 1 2 3 4 5 6 7 8 9 10 11 12 13 Q [US GPM]

0

10

20

30

[ft]H

0

4

8

[m]H

0.0 0.4 0.8 1.2 1.6 2.0 2.4 2.8 3.2 Q [m³/h]

NPSH



15 SQ, SQE

TM04

746

5 20

10

0 2 4 6 8 10 12 14 16 18 Q [US GPM]

0

50

100

150

200

250

300

350

400

450

500

[ft]H

0

40

80

120

[m]H

15 SQ

ISO 9906 Annex A15 SQE-290

-250

-220

-180

-150

-110

-70

0 2 4 6 8 10 12 14 16 18 Q [US GPM]

0

10

20

30

[ft]H

0

4

8

[m]H

0 1 2 3 4 Q [m³/h]

NPSH

21


22


22 SQ, SQE

TM04

746

6 20

10

0 4 8 12 16 20 24 28 Q [US GPM]

0

40

80

120

160

200

240

280

320

360

[ft]H

0

20

40

60

80

100

[m]H

22 SQ


-220

-190

-160

-120

-80

-40

0 4 8 12 16 20 24 28 Q [US GPM]

0

10

20

30

[ft]H

0 2 4 6 Q [m³/h]

0

4

8

[m]H

NPSH



30 SQ, SQE

TM04

746

7 20

10

0 4 8 12 16 20 24 28 32 36 Q [US GPM]

0

20

40

60

80

100

120

140

160

180

200

220

[ft]H

0

10

20

30

40

50

60

[m]H

30 SQ


-130

-90

-40

0 4 8 12 16 20 24 28 32 36 Q [US GPM]

0

10

20

30

[ft]H

0

4

8

[m]H

0 2 4 6 8 Q [m³/h]

NPSH

23


24


10 SQE-NE

TM04

746

8 20

10

0 2 4 6 8 10 12 Q [US GPM]

0

50

100

150

200

250

300

350

400

450

500

550

[ft]H

0

20

40

60

80

100

120

140

160

[m]H

ISO 9906 Annex A

10 SQE - NE

-340

-300

-260

-220

-180

-140

-100

0 2 4 6 8 10 12 Q [US GPM]

0

10

20

30[ft]H

0

4

8

[m]H

0 1 2 3 Q [m³/h]

NPSH



22 SQE, SQE-NE

TM04

746

9 20

10

0 4 8 12 16 20 24 28 Q [US GPM]

0

40

80

120

160

200

240

280

320

[ft]H

0

20

40

60

80

100

[m]H

ISO 9906 Annex A

22 SQE - NE

-210

-180

-140

-110

-80

-40

0 4 8 12 16 20 24 28 Q [US GPM]

0

8

16

24[ft]H

0

2

4

6

[m]H

0 2 4 6 Q [m³/h]

NPSH

25

26


SQ, SQE, SQE-NE, CU 321Technical data

Electrical data

Control units CU 300 and CU 301

Operating conditions

Storage conditions

Supply voltage: 1x200-240V +6%/-10%, 50/60 Hz, PE1x100-115V +6%/-10%, 50/60 Hz, PE

Operation via generator: As a minimum, the generator output must be equal to the motor P1[kw] + 10%Starting current: The motor starting current is equal to the highest value stated on the motor nameplateStarting: Soft StartRun-up time: Maximum: 2 seconds

Motor protection:

Motor is protected against:– Dry running– overvoltage– undervoltage– overload– overtemperature.

Power factor: PF=1Motor cable: 3 wire, 14AWG XLPE, 5 ftMotor liquid: Type SML 2

pH Values: SQ and SQE: 5 to 9SQE-NE: 2 to 13

Liquid temperature: The temperature of the pumped liquid must not exceed 86 °F (30 °C)Note: If liquids with a viscosity higher than that of water are to be pumped, please contact Grundfos.

Voltage: 1 x 100-240 V – 10 %/+ 6 %, 50/60 Hz, PEPower consumption: 5 WCurrent consumption: Maximum 130 mAEnclosure class: IP 55

Ambient temperature: During operation: –22 °F to +122 °C (–30 °C to +50 °C)During storage: –22 °F to 140 °F ( –30 °C to +60 °C)

Relative air humidity: 95 %.Pump cable: Maximum length between CU 300 or CU 301 and pump: 650 ft (198 m)Back-up fuse: Maximum: 16 A

Radio noise: CU 300 and CU 301 comply with EMC Directive 89/336/EEC.Approved according to the standards EN 55014 and EN 55014-2

Marking: CE, cUL (CU 301)Load: Max. 100 mA

Minimum ambient fluid temperature: +34 °F (+1 °C)Maximumambient fluid temperature: +86 °F (+30 °C)Well diameter: 3-inch or largerInstallation depth (maximum): 500 feet below static water level

Minimum ambient temperature: –4 °F (–20 °C)Maximum ambient temperature: +140 °F (+60 °F)

Frost protection: If the pump has to be stored after use, it must be stored at a frost-free location, or it must be ensured that the motor liquid is frost-proof.

Technical data SQ, SQE, SQE-NE, CU 321


SQ, SQE motor data

Pump type Hp VoltageFull load amps Overload amps Min.

welldiameter

Discharge230V 115V 230V 115V

5SQE05-90 1/2 230V / 115V 2.1 4.2 5 11 3" 1" NPT5SQE05-140 1/2 230V / 115V 2.9 6.0 5 11 3" 1" NPT5SQE05-180 1/2 230V / 115V 3.7 7.7 5 11 3" 1" NPT5SQE07-230 3/4 230V 4.6 - 8 - 3" 1" NPT5SQE07-270 3/4 230V 5.3 - 8 - 3" 1" NPT5SQE07-320 3/4 230V 6.2 - 8 - 3" 1" NPT5SQE10-360 1 230V 7.2 - 11 - 3" 1" NPT5SQE10-410 1 230V 8.1 - 11 - 3" 1" NPT5SQE15-450 1 1/2 230V 9.2 - 12 - 3" 1" NPT

10SQE05-110 1/2 230V / 115V 2.9 6.1 5 11 3" 1 1/4" NPT10SQE05-160 1/2 230V / 115V 4.1 8.6 8 11 3" 1 1/4" NPT10SQE07-200 3/4 230V 5.3 - 8 - 3" 1 1/4" NPT10SQE7-240 3/4 230V 6.0 - 8 - 3" 1 1/4" NPT10SQE10-290 1 230V 7.7 - 11 - 3" 1 1/4" NPT10SQE15-330 1 1/2 230V 8.9 - 12 3" 1 1/4" NPT

15SQE05-70 1/2 230V / 115V 2.9 6.0 5 11 3" 1 1/4" NPT15SQE05-110 1/2 230V / 115V 4.0 8.3 5 11 3" 1 1/4" NPT15SQE07-150 3/4 230V 5.1 - 8 - 3" 1 1/4" NPT15SQE07-180 3/4 230V 6.2 - 8 - 3" 1 1/4" NPT15SQE10-220 1 230V 7.4 - 11 - 3" 1 1/4" NPT15SQE10-250 1 230V 8.4 - 11 - 3" 1 1/4" NPT15SQE15-290 1 1/2 230V 9.7 - 12 - 3" 1 1/4" NPT

22SQE05-40 1/2 230V / 115V 1.9 3.9 5 - 3" 1 1/2" NPT22SQE05-80 1/2 230V / 115V 3.4 7.2 5 - 3" 1 1/2" NPT22SQE07-120 3/4 230V 4.9 - 8 - 3" 1 1/2" NPT22SQE07-160 3/4 230V 6.4 - 8 - 3" 1 1/2" NPT22SQE10-190 1 230V 7.9 - 11 - 3" 1 1/2" NPT22SQE15-220 1 1/2 230V 9.5 - 12 - 3" 1 1/2" NPT

30SQE05-40 1/2 230V / 115V 2.8 5.7 5 - 3" 1 1/2" NPT30SQE07-90 3/4 230V 5.2 - 8 - 3" 1 1/2" NPT30SQE10-130 1 230V 7.6 - 11 - 3" 1 1/2" NPT

27


28


SQ, SQE and SQE-NE dimensions and weightsSQ, SQE

SQE-NE

Model Hp Motorsize Discharge size

Dimensions in inches Approx. ship. wt.A B C D E

5SQ/SQE05-90 1/2 3" 1" NPT 30.4 19.8 10.6 2.6 2.9 125SQ/SQE05-140 1/2 3" 1" NPT 30.4 19.8 10.6 2.6 2.9 125SQ/SQE05-180 1/2 3" 1" NPT 31.5 19.8 11.6 2.6 2.9 125SQ/SQE07-230 3/4 3" 1" NPT 33.6 19.8 13.7 2.6 2.9 135SQ/SQE07-270 3/4 3" 1" NPT 33.6 19.8 13.7 2.6 2.9 135SQ/SQE07-320 3/4 3" 1" NPT 34.6 19.8 14.8 2.6 2.9 135SQ/SQE10-360 1 3" 1" NPT 38.2 21.3 16.9 2.6 2.9 165SQ/SQE10-410 1 3" 1" NPT 38.2 21.3 16.9 2.6 2.9 165SQ/SQE15-450 1 1/2 3" 1" NPT 39.3 21.3 18.0 2.6 2.9 16

10SQ/SQE05/110 1/2 3" 1 1/4" NPT 30.4 19.8 10.6 2.6 2.9 1210SQ/SQE05/160 1/2 3" 1 1/4" NPT 30.4 19.8 10.6 2.6 2.9 1210SQ/SQE07/200 3/4 3" 1 1/4" NPT 31.5 19.8 11.6 2.6 2.9 1310SQ/SQE07/260 3/4 3" 1 1/4" NPT 33.6 19.8 13.7 2.6 2.9 1310SQ/SQE10/290 1 3" 1 1/4" NPT 35.0 21.3 13.7 2.6 2.9 1610SQ/SQE15/330 1 1/2 3" 1 1/4" NPT 36.14 21.3 14.8 2.6 2.9 16

15SQ/SQE05/70 1/2 3" 1 1/4" NPT 30.4 19.8 10.6 2.6 2.9 1215SQ/SQE05/110 1/2 3" 1 1/4" NPT 30.4 19.8 10.6 2.6 2.9 1215SQ/SQE07/150 3/4 3" 1 1/4" NPT 31.5 19.8 11.6 2.6 2.9 1315SQ/SQE07/180 3/4 3" 1 1/4" NPT 33.6 19.8 13.7 2.6 2.9 1315SQ/SQE10/220 1 3" 1 1/4" NPT 35.0 21.3 13.7 2.6 2.9 1615SQ/SQE10/250 1 3" 1 1/4" NPT 36.1 21.3 14.8 2.6 2.9 1615SQ/SQE10/290 1 1/2 3" 1 1/4" NPT 38.2 21.3 16.9 2.6 2.9 16

22SQ/SQE05/40 1/2 3" 1 1/2" NPT 30.4 19.8 10.6 2.6 2.9 1222SQ/SQE05/80 1/2 3" 1 1/2" NPT 30.4 19.8 10.6 2.6 2.9 1222SQ/SQE07/120 3/4 3" 1 1/2" NPT 31.5 19.8 11.6 2.6 2.9 1322SQ/SQE07/160 3/4 3" 1 1/2" NPT 33.6 19.8 13.7 2.6 2.9 1322SQ/SQE10/190 1 3" 1 1/2" NPT 38.2 21.3 16.9 2.6 2.9 1622SQ/SQE15/220 1 1/2 3" 1 1/2" NPT 38.2 21.3 16.9 2.6 2.9 16

30SQ/SQE05/40 1/2 3" 1 1/2" NPT 30.4 19.8 10.6 2.6 2.9 1230SQ/SQE07/90 3/4 3" 1 1/2" NPT 30.4 19.8 10.6 2.6 2.9 1330SQ/SQE10/130 1 3" 1 1/2" NPT 35.0 21.3 13.7 2.6 2.9 13

10SQE-05-100NE 1/2 3" 1 1/4" NPT 30.4 19.8 10.6 2.6 2.9 1210SQE-05-140NE 1/2 3" 1 1/4" NPT 30.4 19.8 10.6 2.6 2.9 1210SQE-05-180NE 3/4 3" 1 1/4" NPT 31.5 19.8 11.6 2.6 2.9 1310SQE-07-220NE 3/4 3" 1 1/4" NPT 33.6 19.8 13.7 2.6 2.9 1310SQE-10-260NE 1 3" 1 1/4" NPT 35.0 21.3 13.7 2.6 2.9 1610SQE-10-300NE 1 3" 1 1/4" NPT 36.1 21.3 14.8 2.6 2.9 1610SQE-10-340NE 1 3" 1 1/4" NPT 38.2 21.3 16.9 2.6 2.9 16

22SQE05-40NE 1/2 3" 1 1/2" NPT 30.4 19.8 10.6 2.6 2.9 1222SQE05-80NE 1/2 3" 1 1/2" NPT 30.4 19.8 10.6 2.6 2.9 1222SQE07-110NE 3/4 3" 1 1/2" NPT 31.5 19.8 11.6 2.6 2.9 1322SQE07-140NE 3/4 3" 1 1/2" NPT 33.6 19.8 13.7 2.6 2.9 1322SQE10-180NE 1 3" 1 1/2" NPT 38.2 21.3 16.9 2.6 2.9 1622SQE10-210NE 1 3" 1 1/2" NPT 38.2 21.3 16.9 2.6 2.9 16



Materials of constructionSQ, SQE SQE-NE

TM04

752

2 21

10

Component Splined shaft Component Splined shaftValve casing Polyamide Valve casing PVDFDischarge chamber 304 stainless steel Discharge chamber 316 stainless steelValve guide Polyamide O-ring FPM rubberValve spring 316LN stainless steel Valve cone PVDFValve cone Polyamide Valve seat FPM rubberValve seat NBR rubber Top chamber PVDFO-ring NBR rubber Empty chamber PVDFLock ring 310 stainless steel Top bearing FPM rubberTop bearing NBR rubber Neck ring PVDFTop chamber Polyamide Lock ring 316 stainless steelGuide vanes Polyamide Guide vanes PVDF

Impeller Polyamide w/ tungstencarbide bearings Bottom chamber PVDF

Bottom chamber Polyamide Impeller w/ tungstencarbide bearing PVDF

Neck ring TPU / PBT Suction interconnector PVDFBearing Aluminum oxide Ring 316 stainless steelSuction interconnector Polyamide

Shaft w/couplingSintered steel

Ring 304 stainless steel 316 stainless steelPump sleeve 304 stainless steel Cable guard 316 stainless steelPressure equalization cone Polyamide Cable guard screws 316 stainless steelSpacer Polyamide Pressure equalization cone PVDFSand trap 316 stainless steel Valve spring 316 stainless steelShaft w/coupling 304 stainless steel Pump sleeve 316 stainless steel

Cable guard 304 stainless steelValve guide PVDFSpacer 316 stainless steel

Discharge sizes:1" NPT1 1/4" NPT1 1/2" NPT

5SQ/SQE10 - 15 SQ/SQE22-30 SQ/SQE

29


30


Material specificationPump

Pos. Component MaterialDIN

W-Nr.SQ/SQE

AISIDIN

W-Nr.SQ/-NE

AISI

1 Valve casing Polyamide 1.4301 304 1.4401 316

1a Discharge chamber Stainless steel1d O-ring NBR rubber2 Valve cup Polyamide

3 Valve seat NBR rubber4a Empty chamber Polyamide6 Top bearing NBR rubber

7 Neck ring TPU / PBT

7a Lock ring Stainlessspring steel 1.4301 310 1.4401 316

7b Neck ring retainer Polyamide9b Chamber top Polyamide9c Chamber bottom Polyamide

13Impeller withtungsten carbidebearing

Polyamide

14 Suctioninter-connector Polyamide

14a Ring Stainless steel 1.4301 304 1.4401 316

16 Shaft with couplingStainless steel 1.4301 304 1.4401 316Sintered steel

18 Cable guard Stainless steel 1.4301 304 1.4401 316

18a18b Screws for cable guard Stainless steel 1.4301 316 1.4401 316

30 Cone for pressureequalization Polyamide

32 Guide vanes Polyamide

39 Spring Stainlessspring steel 1.4406 316LN 1.4406 316LN

55 Pump sleeve Stainless steel 1.4301 304 1.4401 316

64 Priming screw Polyamide70 Valve guide Polyamide86 Lip seal ring NBR rubber

87 Cone for pressureequalization complete

Polyamide /NBR rubber

TM01

274

5 20

10Motor

Pos. Component MaterialDIN

W-Nr.SQ-SQE

AISIDIN

W-Nr.SQE-NE

AISI

201 Stator Stainless steel 1.4301 304 1.4401 316202 Rotor Stainless steel 1.4301 304 1.4401 316

202a Stop ring PP202b Filter Polyester203 Thrust bearing Carbon

205 Radial bearing Ceramictungsten carbine

220 Motor cable with plug EPR

222a Filling plug MS 3: NBRMSE 3: FKM

224 O-ring FKM

225 Top cover PPS

232 Shaft seal MS 3: NBRMSE 3: FKM

Motor liquid SML-2

1d

7a

1

70

2

39

3

1a

55

16

30

8687

6418

18b

18a

6

4a

9b

32

13

9c

7

14

14a

7b

202a

202

202b

222a

232

203

224

205

225

201

220


SQ, SQE, SQE-NE, CU 321Control units

CU 301The CU 301 is a control and communication unitdeveloped especially for the SQE submersible pumps in constant-pressure applications.

The CU 301 control unit provides:

• Full control of the SQE pumps• two-way communication with the SQE pumps• possibility of adjusting the pressure• alarm indication (LED) when service is needed• possibility of starting, stopping and resetting the

pump simply by means of a push-button• configuration with R100 remote control.The CU 301 communicates with the pump via mains borne signalling (Power Line Communication),meaning that no extra cables are required between the CU 301 and the pump.

The CU 301 features the following indications (see drawing in right column):

1. Pump running indicator2. System pressure setting3. System ON/OFF4. Button lock indicator5. Dry-running indicator6. Service needed in case of:

– no contact to pump– overvoltage– undervoltage– speed reduction– overtemperature– overload– sensor defective.

The CU 301 incorporates:

• External signal input for pressure sensor• connection to an operating relay for indication of

pump operation.

Optional R100 remote controlWireless infrared remote control of the CU 301 ispossible by means of the R100.

Using the R100, it is possible to monitor and change the operating parameters, see the R100 menu structure on page 32.

The R100 is a valuable tool in case fault finding is required.

Fig. 15 CU 301 control unit

Fig. 16 CU 301 entry ports

Fig. 17 CU 301 dimensions

TM03

342

6 04

06TM

02 3

427

0406

TM03

300

3 20

10

bar5.0

4.5

4.0

3.5

3.0

2.5

2.0

2 3

4

1

5

6

R 100R100

Pressuresensor entry

Power supplyentry

Submersible drop cable entry

Operating relay entry

9.13 in.(232 mm)

4.49 in.(114 mm)

7.68

in.

(195

mm

)

bar5.0

4.54.0

3.53.0

2.5

2.0

31

Control units SQ, SQE, SQE-NE, CU 321

32


R100 menu structure for CU 301 control unit

1.1

1.2

1.3

2.1

2.2

2.3

2.4

2.5

2.6

3.1

3.2

3.3

3.4

3.5

3.6

3.7

3.8

3.9

1.4

1.5

1.6

1.7

1.8

Note: This menu is an example, not the factory setting.

Start

ContrastSetting

Light

0. General 1. Operation 2. Status 3. Installation

3.10

USBversiononly



R100 menus for CU 3010. General

1. Operation1.1 Setpoint setting

1.2 Selection of operating mode

1.3 Alarm indication.

2. StatusThe indication of:

2.1 Actual operating mode

2.2 Actual pressure

2.3 Actual motor speed

2.4 Actual motor temperature

2.5 Actual power input and accumulated motor power consumption

2.6 Accumulated number of operating hours and accumulated number of starts.

3. Installation3.1 Sensor parameters

3.2 Choice of sensor

3.3 Setting of maximum pressure setpoint

3.4 Setting of automatic restart time

3.5 Setting of the dry-running stop limit

3.6 Setting of the maximum motor speed

3.7 Setting of the cut-in motor speed

3.8 Activating or deactivating the on/off-button and the buttons for system pressure setting on the CU 301

3.9 Indication of pump operation

3.10 Allocation of identification number.

33


34


CU 300The CU 300 is a control and communication unitdeveloped especially for the SQE submersible pumps for control applications other than constant pressure.

The CU 300 control unit provides:

• Flexible pump control based on various sensorinputs

• two-way communication with the SQE pumps• alarm indication of pump operation by LED’s on the

front• possibility of starting, stopping and resetting the

pump simply by means of a push-button• communication with R100 remote control. The CU 300 communicates with the pump via mains borne signalling (Power Line Communication),meaning that no extra cables are required between the CU 300 and the pump.

The following alarms can be indicated by the CU 300:

• No contact• overvoltage• undervoltage• dry running• speed reduction• overtemperature• overload• sensor alarm.

The CU 300 incorporates:

• External signal input for two analog sensors and one digital sensor

• relay output for external alarm indication• control according to the signals received, e.g. of

flow, pressure, water level and conductivity.

R100 remote controlWireless infrared remote control of the CU 300 ispossible by means of the R100.

Using the R100, it is possible to monitor and change the operating parameters, see the R100 menu structure on page 35.

The R100 is a valuable tool in case fault finding is required.

Fig. 18 CU 300 control unit with R100

Fig. 19 CU 300 control unit, external entry ports

Fig. 20 CU 300 dimensionsTM

01 2

760

4801

TM01

276

1 48

01TM

01 2

781

2010

LED alarm indication On/Off button with

red and green indicator lights

IR communication

R100

Power supply entrySubmersible drop cable entry

Extra cable entries

Fieldbus entry

Sensor entries

9.14 in.(232 mm)

4.49 in.(114 mm)

7.68

in.

(195

mm

)



R100 menu structure for the CU 300

1.1

1.2

1.3

2.1

2.2

2.3

2.4

2.5

2.6

2.7

2.8

3.1

3.2

3.3

3.4

3.5

3.6

3.7

3.8

3.9

3.10

3.11

4.1

4.2

4.3

4.4

4.5

4.6

4.7

4.8

3.12

4.92.9

4.10

1.4

1.5

1.6

1.7

1.8

Start

Contrast

Setting

Light

0. General 1. Operation 2. Status 4. Installation3. Limits

Note: This menu is an example, not the factory setting.

USBversiononly

35


36


R100 menus for CU 3000. General

1. Operation1.1 Setpoint setting

1.2 Selection of operating mode

1.3 Alarm indication.

2. StatusThe indication of:

2.1 Actual operating mode

2.2 Actual and external setpoint

2.3 Actual motor temperature

2.4 Actual motor speed

2.5 Actual power input and accumulated motor power consumption

2.6 Accumulated number of operating hours and accumulated number of starts

2.7 Actual values of sensors 1 and 2, respectively

2.8 Actual values of the digital input

2.9 Accumulated flow, and the power used to pump.

R100 offers the possibility of making a number ofsettings.

3. LimitsThe setting of:

3.1 Sensor 1 parameters

3.2 Min. and max. stop limits of sensor 1

3.3 Min. and max. warning limits of sensor 1

3.4 Min. and max. alarm limits of sensor 1

3.5 Sensor 2 parameters

3.6 Min. and max. stop limits of sensor 2

3.7 Min. and max. warning limits of sensor 2

3.8 Min. and max. alarm limits of sensor 2

3.9 Filling or emptying

3.10 Setting of the function of the digital sensorconnected to the digital input

3.11 The setting of the water quantity stop limit and the setting of the sensor to detect water quantity

3.12 The setting of the temperature warning limits of the motor electronics.

4. Installation4.1 Selection of controller — open loop, closed loop

4.2 Setting of external setpoint

4.3 Setting of automatic restart time

4.4 Allocation of individual start delays

4.5 Setting of the stop and run times for thedewatering function

4.6 Setting of the dry-running stop limit

4.7 Activating or deactivating the dry-runningprotection

4.8 Setting of the maximum motor speed

4.9 Activating or deactivating the on/off-button on the CU 300

4.10 Allocation of ID number where more than one CU 300 is installed.



Examples of R100 displays

Menu OPERATIONSetpoint setting

1.1From factory, the pump is set to maximum speed, 10,700 rpm. R100 makes it possible to reduce the pump speed by changing the setpoint. The speed can be set to 3,000 - 10,700 rpm, at 100 rpm intervals.

The unit of the setpoint is automatically changed according to the unit of the sensor connected to sensor input 1.

Example: Sensor input 1 is connected to a pressure sensor using the unit feet (ft) and the range 0-60.Consequently, the setpoint of display 1.1 can be set to between 0-60 ft.

Menu STATUSThe displays appearing in this menu are status displays only. It is not possible to change settings in this menu.

Accumulated flow

2.9In display 2.9, the water quantity (m3)* pumped is shown. The value shown is the accumulated flowregistered by the sensor selected in display 3.11.

The power used to pump 1 m3 is shown in the display as energy per m3 (kWh/m3).

It is possible to read the status of the accumulated flow and energy per m3 at any time.

*Water quantity in units of gpm can be chosen.

Accumulated number of operating hours and number of starts

2.6The number of operating hours and the number of starts are values accumulated from the time of installa-tion and they cannot be reset.

Both values are stored in the motor electronics, and they are kept even if the CU 300 is replaced.

The number of operating hours is registered every two hours of continuous operation.

Menu LIMITS

Sensor 1

3.1The setting of sensor 1.

Depending on the type of sensor, the following settings can be made:

• Sensor outputs:– (not active), 0-10 V, 2-10 V, 0-20 mA, 4-20 mA

• setting range unit: m3/h, m, %, gpm, ft• sensor minimum value: 0-249 (0, 1, 2, 3.....249)• sensor maximum value: 1-250 (1, 2, 3, 4.....250).

37

38


SQ, SQE, SQE-NE, CU 321CU 321 variable frequency drive

CU 321 variable frequency drive

Features• Complete solution from one manufacturer• Easy setup: simply select pump model and choose

pressure setpoint• Four pump choices: offered in most popular sizes,

both 3 and 5 hp: 15, 25, 40, and 75 gpm• Matched pump and motor: 3 hp pump on 3 hp motor

and 5 hp pump on 5 hp motor• Respects original operating designs; operates pump

and motor within its designed rpm and hp ratings• Built-in protection features: soft-start, dry run,

overload, over / under voltage, sensor alarm• Wide voltage range:

3 hp unit:Single or 3-phase 208-240 VAC (+/-10 %)5 hp input:Single or 3-phase 208-240 VAC (+/ -10 %).

ApplicationsFor 4" or larger wells. Main applications:

• Domestic and light commercial water supply• irrigation• livestock watering• water transfer.

Components• Compact, efficient, and reliable CU 321 variable

frequency drive• rugged stainless steel pump end and proven,

reliable, 3-phase 230V motor• pressure sensor• minimum 4 gal diaphragm tank (sold separately).

Fig. 21 CU 321 variable frequency drive and sensor

SizingStep 1Calculate maxiumum head requirements at rated flow conditions:

Hmax=dynamic head + system psi (in feet) +friction loss + above grade elevation.

Step 2Select pump from System Sizing Matrix as follows:

Select a model in which the calculated value of Hmax is below the value in Column 2.

ExampleThe choice for a 40 gpm model with an Hmax of 150 would be the 40S30-9.

TM04

751

0 21

10

System sizing matrix

Pump type

Column 1 Column 2Shutoff head (0 gpm)

@ 1500 rpmmin. speed

Head @ rated gpm@ 3600 rpmmax. speed

3 hp TDH [ft] TDH [ft]16S30-24 128 49025S30-15 80 30540S30-9 45 18575S30-5 30 1055 hp16S50-38 200 82525S50-26 105 53040S50-15 75 31075S50-8 45 175




Performance curves - CU 321 variable speed16 gpm - Model 16S30-24

16 gpm - Model 16S50-38

25 gpm - Model 25S30-15

25 gpm - Model 25S50-26

TM04

752

3 21

10TM

04 7

524

2110

0 2 4 6 8 10 12 14 16 18 20 22Q [US GPM]

0

50

100

150

200

250

300

350

400

450

500

550

600

650

700

750

[ft]H

0 1 2 3 4Q [m³/h]

0

20

40

60

80

100

120

140

160

180

200

220

[m]H

16S30-2460 Hz

55 Hz

50 Hz

45 Hz

40 Hz

35 Hz

30 Hz

0 2 4 6 8 10 12 14 16 18 20 22Q [US GPM]

0

100

200

300

400

500

600

700

800

900

1000

1100

1200

[ft]H

0 1 2 3 4Q [m³/h]

0

50

100

150

200

250

300

350

[m]H

16S50-3860 Hz

55 Hz

50 Hz

45 Hz

40 Hz

35 Hz

30 Hz

TM04

752

5 21

10TM

04 7

526

2110

0 5 10 15 20 25 30 35 40Q [US GPM]

0

50

100

150

200

250

300

350

400

450

500

[ft]H

0 2 4 6 Q [m³/h]

0

20

40

60

80

100

120

140

[m]H

25S30-15

60 Hz

55 Hz

50 Hz

45 Hz

40 Hz

35 Hz

30 Hz

0 5 10 15 20 25 30 35 40Q [US GPM]

0

50

100

150

200

250

300

350

400

450

500

550

600

650

700

750

800

[ft]H

0 2 4 6 Q [m³/h]

0

20

40

60

80

100

120

140

160

180

200

220

240

[m]H

25S50-2660 Hz

55 Hz

50 Hz

45 Hz

40 Hz

35 Hz

30 Hz

39



40


40 gpm - Model 40S30-9

40 gpm - Model 40S50-15



TM04

752

7 21

10TM

04 7

529

2110

0 5 10 15 20 25 30 35 40 45 50 55 60Q [US GPM]

0

20

40

60

80

100

120

140

160

180

200

220

240

260

[ft]H

0 2 4 6 8 10 Q [m³/h]

0

10

20

30

40

50

60

70

80

[m]H

40S30-960 Hz

55 Hz

50 Hz

45 Hz

40 Hz

35 Hz

30 Hz

0 5 10 15 20 25 30 35 40 45 50 55 60Q [US GPM]

0

50

100

150

200

250

300

350

400

450

[ft]H

0 2 4 6 8 10 Q [m³/h]

0

20

40

60

80

100

120

140

[m]H

40S50-15

60 Hz

55 Hz

50 Hz

45 Hz

40 Hz

35 Hz

30 Hz

TM04

753

0 21

10TM

04 7

531

2110

0 10 20 30 40 50 60 70 80 90 100Q [US GPM]

0

20

40

60

80

100

120

140

160

180

[ft]H

0 5 10 15 Q [m³/h]

0

10

20

30

40

50

[m]H

75S30-5

60 Hz

55 Hz

50 Hz

45 Hz

40 Hz

35 Hz

30 Hz

0 10 20 30 40 50 60 70 80 90 100Q [US GPM]

0

20

40

60

80

100

120

140

160

180

200

220

240

260

[ft]H

0 5 10 15 Q [m³/h]

0

10

20

30

40

50

60

70

80

[m]H

75S50-860 Hz

55 Hz

50 Hz

45 Hz

40 Hz

35 Hz

30 Hz


41

Accessories


CU 301 Constant Pressure System

CU 300 Status Box & R100

SQ, SQE flow sleeves

TM04

751

0 21

10

Description Hp Input Ph Input volts Product numberCU321 Constant Pressure Kit 3 1 200 - 240 96581690CU321 Constant Pressure Kit 5 1 200 - 240 96632970CU321 Constant Pressure Kit 5 3 200 - 240 96581691Sensor - - - 96437852Note: Kit includes CU321 and pressure sensor

TM04

750

9 21

10

Description Product numberConstant Pressure Kit(CU 301 and Transducer) 96438895

TM04

750

8 21

10

Description Product numberCU300 Status Box 96422776

Description Product numberR100(for wireless infrared communication with the CU 301 / CU 300)

96615297

TM01

329

2 37

98

Description Product numberSQ, SQE flow sleeve, complete 96037505

55050

88

650 100

50210

250max

. ø10

0

ø90


42


SQ, SQE, SQE-NE, CU 321Further product documentation

WebCAPSWebCAPS is a Web-based Computer Aided Product Selection program available on www.grundfos.com.

WebCAPS contains detailed information on more than 185,000 Grundfos products in more than 20 languages.

In WebCAPS, all information is divided into 6 sections:

• Catalog• Literature• Service• Sizing• Replacement• CAD drawings.

Catalog

This section is based on fields of application and pump types, and contains • technical data• curves (QH, Eta, P1, P2, etc) which can be adapted to the den-

sity and viscosity of the pumped liquid and show the number of pumps in operation

• product photos• dimensional drawings• wiring diagrams• quotation texts, etc.

Literature

In this section you can access all the latest documents of a given pump, such as• product guides• installation and operating instructions• service documentation, such as Service kit catalog

and Service kit instructions• quick guides• product brochures, etc.

Service

This section contains an easy-to-use interactive service catalog. Here you can find and identify service parts of both existing anddiscontinued Grundfos pumps.Furthermore, this section contains service videos showing you how to replace service parts.

Further product documentation



WinCAPS

Fig. 1 WinCAPS CD-ROM

WinCAPS is a Windows-based Computer Aided Product Selection program containing detailed informa-tion on more than 185,000 Grundfos products in more than 20 languages.

The program contains the same features and functions as WebCAPS, but is an ideal solution if no Internet connection is available.

WinCAPS is available on CD-ROM and updated once a year.

Sizing

This section is based on different fields of application and installa-tion examples, and gives easy step-by-step instructions in how to• select the most suitable and efficient pump for your installation• carry out advanced calculations based on energy consumption,

payback periods, load profiles, life cycle costs, etc.• analyse your selected pump via the built-in life cycle cost tool• determine the flow velocity in wastewater applications, etc.

Replacement

In this section you find a guide to selecting and comparing replace-ment data of an installed pump in order to replace the pump with a more efficient Grundfos pump. The section contains replacement data of a wide range of pumps produced by other manufacturers than Grundfos.

Based on an easy step-by-step guide, you can compare Grundfos pumps with the one you have installed on your site. When you have specified the installed pump, the guide will suggest a number of Grundfos pumps which can improve both comfort and efficiency.

CAD drawings

In this section it is possible to download 2-dimensional (2D) and3-dimensional (3D) CAD drawings of most Grundfos pumps.

These formats are available in WebCAPS:

2-dimensional drawings:• .dxf, wireframe drawings• .dwg, wireframe drawings.

3-dimensional drawings:• .dwg, wireframe drawings (without surfaces)• .stp, solid drawings (with surfaces)• .eprt, E-drawings.

0 1

43


44



45



46



47


GRUNDFOS Pumps Corporation 17100 West 118th TerraceOlathe, Kansas 66061Phone: +1-913-227-3400 Telefax: +1-913-227-3500

GRUNDFOS Canada Inc. 2941 Brighton Road Oakville, Ontario L6H 6C9 CanadaPhone: +1-905 829 9533 Telefax: +1-905 829 9512

Bombas GRUNDFOS de Mexico S.A. de C.V. Boulevard TLC No. 15Parque Industrial Stiva AeropuertoApodaca, N.L. Mexico 66600Phone: +52-81-8144 4000 Telefax: +52-81-8144 4010

www.grundfos.com

Being responsible is our foundationThinking ahead makes it possible

Innovation is the essence

L-SQ-PG-001 0610

USRepl. 02/06

© 2006, 2010 Grundfos Pumps Corp.

97526969

The name Grundfos, the Grundfos logo, and the payoff Be–Think–Innovate are registered trademarks owned by Grundfos Management A/S or Grundfos A/S, Denmark. All rights reserved worldwide.


The Grundfos Redi-Flo2® electrical submersible pump provides smooth, uninterrupted water flow during groundwater sampling to depths down to 280 feet (85m). Both high flow rates needed for purging and low flows rec-ommended for sampling are achieved with the same pump.

FEATURES• Chemically inert materialsMaximum sample integrity and easy decontamination

• 1.8 inch (4.6cm) diameterEasy access into 2" (5cm) or larger wells

• Flow rates range from 8 GPM (30 LPM) to as little as100ml ⁄minControlled with the simple push of a button

• Low velocities and agitationIdeal for sampling and purging

• Portable solid state converterEliminates the need for control valves

• Continuous flowEnsures a cleaner, simpler sample catch

• Dedicated or Portable configurations available

OPERATIONDesigned for long-term reliability in dedicated monitoring wells, theRedi-Flo2® provides optimal sample quality. Whether doing traditionalpurging prior to sampling or low draw-down passive sampling whenoperated with the Redi-Flo VFD (Variable Frequency Drive) flow controlis easy!

Purging and sampling with the same pump is extremely efficient. Theunique design and superior materials allow for easy operation, decont-amination and maintenance as well as disassembly and reassembly.

PERFORMANCE

CALL GEOTECH TODAY (800) 833-7958Geotech Environmental Equipment, Inc.

2650 East 40th Avenue • Denver, Colorado 80205(303) 320-4764 • (800) 833-7958 • FAX (303) 322-7242

email: [email protected] website: www.geotechenv.comgrundfos_redi-flo2.qxp 05/25/12

Electrical Submersible Sampling PumpGrundfos Redi-Flo2® Environmental Pumps

Add confidence using theGeotech all-in-one motor lead with integrated safety cable

Redi-Flo2® pump as a portable systemmounted on Geo Reel

Dedicated Redi-Flo2® pump setup with tubing, All-In-One motorlead and integrat-ed safety cable,and well cap

http://www.geotechenv.com/

CUSTOM ACCESSORIESProfessional accessories make your job easi-er, your equipment last longer, and protectyour investment!

Geotech has a shroud specifically designedfor use with the Grundfos Redi-Flo2® inwells 4" (10cm) in diameter or larger. TheRedi-Flo2® electrical submersible pump wasdesigned to stay cool by the action of thewater passing rapidly over the body of thestainless steel and PTFE pump. In 2" (5cm)diameter wells this is achieved automatical-ly. In larger diameter wells the pump mayoverheat, causing permanent damage tothe inner workings. The Geotech pumpshroud can help you avoid damage to yourRedi-Flo2® pump, and help you to protectyour investment, project after project.

If your site plan requires all the water pass-ing through your pump be disposed of andnot allowed to return to the well, ask yoursales representative about our customstainless steel check valve.

DIMENSIONS



email: [email protected] website: www.geotechenv.com

SPECIFICATIONS

ElectricFull Load Rating .5 HP/220V/3 PH/400 Hz/5.5A

Maximum Current (SFA) 5.5 amps

Motor Protection Thermal overload –Thermik Geratebau, Series SY6 (176°F/80°C)

Current Overload Incorporated into Redi-Flo VFD (9.0A for 10 seconds)

Piping ConnectionDischarge Port 1/2" Female NPT

Operating ConditionsMinimum Ambient Fluid Temp. 34°F (1°C)

Maximum Ambient Fluid Temp. 80°F (28°C)

Motor FluidMotor Lubricating Fluid Deionized (DI) Water

Dimensions & Weight(Pump & Motor)

Dimensions 11.3" L x 1.81" D (28.7cm L x 4.6cm D)

Net Weight 5.5 lbs. (2.5 kg), excluding motor lead

Lead LengthsStandard Lengths in Feet 30, 50, 75, 100, 125, 150, 175, 200, 250, 300

(9, 15, 23, 30, 38, 46, 53, 61, 76, 91 meters)

Custom Lengths Available in 1 ft. (0.3m) increments from 30 to 300 ft. (9-91m)


Redi-Flo2® Stainless Steel Check Valve

Redi-Flo2®Cooling Shroud



email: [email protected] website: www.geotechenv.com


PUMP COMPONENTS

Pos. Part No. Used PartNo. Description Per Pump Number1 Inlet Screen 1 1A00042 Pump Housing ½" NPT 1 1A00443 Guide Vane 2 See Service Kits4 Wear Ring 2 "5 Impeller 2 "6 Spacer Ring 2 "7 Wear Plate 2 "8 Motor Lead Assembly 4 See Pos. 13-189 Shaft, Rotor 1 Not Available*10 Suction Interconnector 1 1A500411 Stator Housing 1 Not Available*12 Set Screw 1 See Service Kits13 Ground Motor Screw 1 "14 Motor Lead Screw 4 "15 PTFE Washer 4 "16 Brass Washer 2 "17 Grommet 3 "18 Crimped Pin 3 "19 Motor Screw (long) 2 "20 Motor Screw (short) 6 "21 Filling Screw w⁄O-Ring 1 "22 Motor Thrust Washers 2 "23 Lip Seal 1 ID556624 Bearing Housing O-Ring 2 See Service Kits

*Not economical to replace, must purchase complete pump ⁄motor.

PARTS DESCRIPTION

5 Specifications

95

5 Specifications

Specification Basic valueModel

U-51 U-52 U-52G U-53 U-53G

Sensor probe

Measurement

temperature

range

10 C to 55 C

Maximum

sensor outer

diameter

Approx. 96 mm

Sensor length Approx. 340 mm

Cable length2 m (standard)

10 m/30 m (options)

Mass Approx. 1800 g

Auto

calibration

function

Uses pH 4 standard solution.

Measurement

depth30 m max.

Wet-part

materials*3

PPS, glass, SUS316L, SUS304,

FKM, PEEK, Q, titanium, FEP

membrane, POM

Waterproofing

standardIP-68

Control unit

Outer

dimensions

(W D H)

115 66 283 mm

115 66 335 mm

Mass Approx. 800 g

LCD320 240 mm graphic LCD

(monochrome) with backlight

Memory data

items10000

Communicatio

n interfaceUSB peripheral

Batteries C-size dry cells ( 4)

Waterproofing

standardIP-67

GPS unit

Reception method

(12 channel parallel)

Measurement precision

[With PDOP (high precision):

30 m or less (2 drms)]

Estimated

battery life*1 70 hours (no backlight)500 measurements

(no backlight)

Storage

temperature

range

10 C to 60 C

Ambient

temperature

range

5 C to 45 C

Ritu

Text Box

HORIBA U-52 FIELD SCREENING EQUIPMENT SPECIFICATIONS & CALIBRATION PROCEDURES

5 Specifications

96

pH

measurement

Two calibration

Measurement

methodGlass electrode method

Range pH 0 to 14

Resolution 0.01 pH

Precision*2 ±0.1 pH

Dissolved

oxygen

measurement

S a l i n i t y

conversion (0

to 70 PPT,

automatic)

A u t o m a t i c

temperature

compensation

Measurement

methodPolarographic method

Film thickness 25 m

Range 0 mg/L to 50.0 mg/L

Resolution 0.01 mg/L

Precision*2 0 mg/L to 20 mg/L: ±0.2 mg/L

20 mg/L to 50 mg/L: ±0.5 mg/L

Electrical

conductivity

measurement

Auto range

A u t o m a t i c

temperature

c o n v e r s i o n

(25 C)

Measurement

methodFour-AC-electrode method

Range0 S/m to 10 S/m

(0 mS/cm to 100 mS/cm)

Resolution

0.000 mS/cm to 0.999 mS/cm:

0.001

1.00 mS/cm to 9.99 mS/cm: 0.01

10.0 mS/cm to 99.9 mS/cm: 0.1

0.0 mS/m to 99.9 mS/m: 0.1

0.100 S/m to 0.999 S/m: 0.001

1.00 S/m to 9.99 S/m: 0.01

Precision*2 1% of full-scale (midpoint of two

calibration points)

Salinity

measurement

Measurement

method

Electrical conductivity

conversion

Range0 PPT to 70 PPT

(parts per thousand)

Resolution 0.1 PPT

Precision ±3 PPT

TDS (total

dissolved solid)

measurement

C o n v e r s i o n

c o e f f i c i e n t

setting

Measurement

method


conversion

Range 0 g/L to 100 g/L

Resolution 0.1% of full-scale

Repeatability ±2 g/L

Precision ±5 g/L

Seawater

specific gravity

measurement

t, 0, 15

display

Measurement

method


conversion

Range 0 t to 50 t

Resolution 0.1 t

Precision ±5 t


U-51 U-52 U-52G U-53 U-53G

5 Specifications

97

Temperature

measurement

Measurement

methodPlatinum temperature sensor

Range 10 C to 55 C

Resolution 0.01 C

SensorPlatinum temperature sensor,

JIS Class B ( 0.3 + 0.005 |t|)

Turbidity

measurement

Measurement

method

LED forward 30

transmission/

scattering method

Tungsten lamp 90

transmission

scattering method

Range 0 NTU to 800 NTU 0 NTU to 1000 NTU

Resolution 0.1 NTU 0.01 NTU

Precision*2±5%of readout or

±1 NTU,

whichever is larger

±0.5NTU

(for 0 NTU to 10

NTU measurement

range)

3% of readout or

1 NTU,

whichever is

larger

(for 10 NTU to 1000

NTU measurement

range)

Turbidity

sensor wiper

Water depth

measurement

Measurement

methodPressure method

Range 0 m to 30 m

Resolution 0.05 m

Precision*2 ±0.3 m

ORP (oxidation

reduction

potential)

measurement

Measurement

methodPlatinum electrode method

Range 2000 +2000 mV

Resolution 1 mV

Precision*2 ±15 mV

*1: Battery life is estimated under following conditions.

Continuous operation

Using batteries: C-size alkaline dry cells

Ambient temperature of the control unit: 20 C or more

Backlight off

*2: The precision is defined by measuring the standard solution in the following cases.

Turbidity and conductivity: after four point calibration

pH and DO: after two point calibration

Water depth and ORP: after one point calibration

*3: Metallic parts are made of stainless steel. Immersing in seawater may erode metallic

parts.


U-51 U-52 U-52G U-53 U-53G

6 Reference

98

6 Reference

6.1 Consumable parts

Sensor

Standard solution and inner solution

Name Model No. Description

pH sensor #7112 3014057312 Standard type pH sensor

pH sensor ToupH #7113 3200170923 Tough glass type pH sensor

ORP sensor #7313 3200170920

DO sensor #7543 3200170924

Reference electrode #7210 3200043582

R bush unit 3200043587 Reference electrode liquid junction

TURB cell U-52 #7800 3200172803 For U-52/U-52G

TURB cell U-53 #7801 3200172800 For U-53/U-53G

Membrane cap 3200170194 For DO sensor


pH 4 (For automatic calibration)

500 mL#100-4 3200043638 Standard solution for auto calibration.

Also used for manual pH span

calibration.pH 4 (For automatic calibration)

4 L#140-4 3200174430

pH 7 500 mL #100-7 3200043637Standard solution for pH zero-point

calibration.

pH 9 500 mL #100-9 3200043636Standard solution for pH manual span

calibration.

Powder for ORP standard solution

10 packs #160-51 3200043618

For ORP calibration.Powder for ORP standard solution

10 packs #160-22 3200043617

Inner solution for DO sensor, 50 mL #306 3200170938 Internal solution for DO sensor.

Internal solution for pH, 250 mL #330 3200043641Supplementary internal solution for pH

reference electrode.

6 Reference

99

Others

6.2 Options sold separately


Silicone grease 3014017718Silicone grease for coating sensor O-

ring.

Sponge brush unit 3200169531 Brush for cleaning sensor probe.

O-ring set for reference electrode 3200169376 O-rings for reference electrode.

O-ring set for DO sensor 3200169426 O-rings for DO sensor.

Rubber cap set for sensor guard 3200169428Rubber caps used between sensor

guard and sensor probe.

O-ring set for pH and ORP sensor 3200169520 O-rings for pH and ORP sensors.

Wiper unit 3200169789Rubber wiper for U-53/U-53G turbidity

sensors.

Protective cap (blk) for pH sensor 3200175019Cap attached to tip of pH sensor for

sensor probe storage.

Rubber cap (whit) for DO sensor 3200175020Cap attached to tip of DO sensor for

sensor probe storage.


Bag U-5030 3200174772Storage bag for sensor probes and flow

cell. Can be carried in one hand.

Flow cell assy 3200156570Used when collecting measurement

samples by pump.

Probe guard 3200167002

Used for taking measurements in

locations where there is a current or

where there is a thick layer of sludge.

Communication cable 3200174823A PC connection cable. Comes with

data collection software.

3 Basic Operation

39

3.3 Calibration

To obtain correct measurement values, the sensors need to be calibrated using standard

solution before measurement. You can select simultaneous auto calibration of the pH, COND

and TURB sensors in pH4 standard solution and DO and DEP sensors simultaneously in air,

or manual calibration of individual measurement parameters. You can check the result of the

previous calibration using the procedure on “ 3.5.4 Checking the calibration record ” (page

70).

Note

Wait at least 20 minutes after turning the system power ON before calibrating the DO sensor.

Make the DO and COND compensation settings before calibration since these settings are

applied during calibration.

You can select only the desired parameters for calibration and calibrate just those parameters

(see “ 3.2.4 Sensor selection ” (page 25)).

Use about 200 mL of standard solution in the calibration cup.

Calibration data is stored in the sensor probe.

3.3.1 Auto calibration

Tip

The following parameters are calibrated (at 25 C):

pH: Set to 4.01 (zero-point calibration); the span is adjusted to the factory default value.

COND: 0.449 S/m (4.49 mS/cm, span calibration); the zero point is adjusted to the factory default

value.

TURB: 0 NTU (zero-point calibration); the span is adjusted to the factory default value.

DO: 8.92 mg/L (span calibration); the zero point is adjusted to the factory default value.

DEP: 0 m (zero-point calibration); the zero point is adjusted to the factory default value.

If the air temperature changes, the readout value may not be stable. Ensure that the ambient air

temperature is the same temperature as the calibration solution, because the internal probe

temperature sensor and external temperature sensor (in the calibration solution) are used for the

auto calibration. Allow the probe and standard solution to equilibrate for 1 hour if a thermometer

is not available to verify that these temperatures are the same.

Do not hold the probe while performing the auto calibration. Body temperature may elevate the

internal temperature sensor measurement creating DO calibration error.

1. Remove the sensor guard and wash the sensor probe 2 or 3 times with deionized

water.

sensor guard

3 Basic Operation

40

2. Remove the transparent calibration cup.

3. Fill the transparent calibration cup to the line with pH 4 standard solution.

The transparent calibration cup has With TURB Measurement and Without TURB

Measurement gauge lines.

4. Press the control unit’s CAL key to set the calibration mode.

5. Press the down ( ) key to move the cursor to "Auto Calibration", then press the

ENTER key.

Transparent calibration cup

Without TURB Measurement gauge line

With TURB Measurement gauge line

3 Basic Operation

41

6. Immerse the sensor probe in the transparent calibration cup.

Check that the pH sensor, ORP sensor, reference electrode, COND sensor, TURB

sensor and temperature sensor are submerged in the pH 4 standard solution and

check that there are no air bubbles on the sensor.

7. With the sensor probe still in the transparent calibration cup, place the transparent

calibration cup into the black calibration cup.


Sensor probe

Black calibration cup


Sensor probe

3 Basic Operation

42

8. When all the sensor values have stabilized, press the ENTER key to start

calibration.

Note

Do not remove the sensor probe from the calibration solution. U-53 turbidity data will display “----”

until the calibration is completed.

Calibration is finished when the message "Cal complete. MEAS to measure." appears.

Press the MEAS key to set the measurement screen, then start measurement.

If a calibration error occurs, start calibration after first resolving the issue according to the

instructions in “ 4.6 Troubleshooting ” (page 89).

3.3.2 Manual calibration

The procedures below describe how to calibrate each sensor individually.

Note

The displayed units are the units set by selecting "Unit for report" in the "SETTINGS" screen.

Temperature (TEMP) calibration

1. Fill a bucket or similar container with water of a known temperature, and insert the

sensor probe in it.

Wait 5 minutes before starting calibration to allow the sensor probe temperature to

stabilize.


3. Press the down ( ) key to move the cursor to “Manual Calibration”, then press the

ENTER key.

3 Basic Operation

43

4. In the parameter selection screen, move the cursor to “Temp”, then press the

ENTER key.

5. Press the up ( ) and down ( ) keys to set the calibration value - the temperature of

the water containing the submerged sensor probe.

6. Check that “Measurement value” has stabilized, then press the ENTER key to start

calibration.

Calibration is finished when the message “Cal complete. CNT to measure.” appears.

pH calibration

Note

You can select one calibration point (zero-point calibration) or two calibration points (zero-point

calibration and span calibration). Carry out two calibration procedures to ensure good measurement

precision throughout all measurement ranges.

1. Calibrate the zero point. Wash the transparent calibration cup 2 or 3 times with

deionized water, then fill it to the reference line with pH 7 standard solution.

2. Wash the sensor probe 2 or 3 times in deionized water to remove any dirt, then

submerge the sensor probe in the transparent calibration cup.


4. Press the down ( ) key to move the cursor to "Manual Calibration", then press the

ENTER key.

3 Basic Operation

44

5. In the parameter selection screen, move the cursor to "pH", then press the ENTER

key.

6. Set the number of calibration points, then press the ENTER key.

7. Press the up ( ) and down ( ) keys to set the pH value of the pH 7 standard

solution containing the submerged sensor probe at the measurement temperature

8. Check that "Measurement value" has stabilized, then press the ENTER key to start

calibration.

Temp. ( C)pH 4 standard solution

Phthalate

pH 7 standard solution

Neutral phosphate

pH 9 standard solution

Borate

0 4.01 6.98 9.46

5 4.01 6.95 9.39

10 4.00 6.92 9.33

15 4.00 6.90 9.27

20 4.00 6.88 9.22

25 4.01 6.86 9.18

30 4.01 6.85 9.14

35 4.02 6.84 9.10

40 4.03 6.84 9.07

45 4.04 6.84 9.04

3 Basic Operation

45

9. Press the ENTER key to start the span calibration procedure when the message

"Cal complete. Press ENT to Span cal." appears.

10. Wash the transparent calibration cup 2 or 3 times with deionized water, then fill it to

the reference line with pH 4 or pH 9 standard solution.



12. Press the up ( ) and down ( ) keys to set the pH value of the pH 4 or pH 9

standard solution containing the submerged sensor probe at the measurement

temperature.


calibration.

14. Calibration is finished when the message "Cal complete. ENT to manual cal menu."

appears. Press the ENTER key to return to the calibration parameter

3 Basic Operation

46

ORP calibration

Note

If the prepared ORP standard solution is left in open air for one hour or more, the solution may be

transformed. For this reason ORP standard solution cannot be stored.

Calibrate within one hour of preparing the solution.

When measuring sample with low concentrations of oxidants and reductants after conducting an

operational check using a standard substance, the measured values may not stabilize or the

results of measurement might not be repeatable. If this is the case, start the measurement after

immersing the sensors in the sample water sufficiently.

Note that when measuring the ORP of solution with extremely low concentrations of oxidants and

reductants, such as tap water, well water, or water treated with purifying equipment, there may be

less responsiveness, repeatability, and stability, in general.

When alkaline ion water is left for 5 minutes, its ORP undergoes changes significantly. Always

measure alkaline ion water promptly.

1. Fill a clean beaker with one bag of ORP standard powder No. 160-22 or No. 160-51.

Add 250 mL of deionized water and agitate the solution thoroughly (there will be

some excess quinhydrone (a black powder) that floats on the surface when

agitating the solution). Fill the transparent calibration cup to the reference line with

this standard solution.





ENTER key.

5. In the parameter selection screen, move the cursor to ORP, then press the ENTER

key.

6. Press the up ( ) and down ( ) keys to set the mV value of the ORP standard

solution containing the submerged sensor probe at the measurement temperature.

3 Basic Operation

47

Table 1 Indicated value of ORP standard solution at various temperatures (mV)


calibration.


appears. Press the ENTER key to return to the calibration parameter selection

screen.

Temperature 160-22 16051

5 +274 +112

10 +271 +107

15 +267 +101

20 +263 +95

25 +258 +89

30 +254 +83

35 +249 +76

40 +244 +69

3 Basic Operation

48

Conductivity (COND) calibration

Note

To support a wide range of sample concentrations, electrical conductivity is divided into three

measurement ranges: 0.0 mS/m to 99.9 mS/m, 0.090 S/m to 0.999 S/m, and 0.9 S/m to 9.99 S/m.

When manually calibrating conductivity, you can select two calibration points (one zero-point

calibration point and a span calibration point for one of the three measurement ranges) or four

calibration points (one zero-point calibration point and span calibration points for all three

measurement ranges). Carry out the four calibration points to ensure good measurement

precision throughout all measurement ranges.

Make the compensation setting before calibration since this setting is applied during calibration.

(Refer to “ 6.5.3 Temperature coefficient ” (page 104)).

1. Prepare the standard solution. Dry Potassium chloride (KCl) powder (high-grade

commercially available) at 105 C for two hours, and leave it to cool in a desiccator.

2. Consult the following table and weigh potassium chloride (KCl), then prepare three

standard potassium chloride (KCl) solutions following the procedure below.

3. Dissolve the weighed Potassium Chloride (KCl) in deionized water.

4. Put the dissolved Potassium Chloride (KCl) into a 1 L measuring flask, and fill to

the 1 L mark with deionized water.

5. Calibrate the zero point. Wash the sensor probe 2 or 3 times in deionized water to

remove any dirt, then remove all moisture from the sensor probe (it will be

calibrated in air).



ENTER key.

Potassium

chloride (KCl)

standard

solution

Conductivity

(COND) value

Potassium chloride (KCl)

mass (g) at solution

temperature of 25 °C

Calibration range

0.005 mol/L71.8 mS/m

(0.718 mS/cm)0.373

0.0 mS/m to 99.9 mS/m

(0.00 mS/cm to 0.999 mS/cm)

0.050 mol/L0.667 S/m

(6.67 mS/cm)3.73

0.090 S/m to 0.999 S/m

(1.00 mS/cm to 9.99 mS/cm)

0.500 mol/L5.87 S/m

(58.7 mS/cm)37.2

0.9 S/m to 9.99 S/m

(10.0 mS/cm to 99.9 mS/cm)

3 Basic Operation

49

8. In the parameter selection screen, move the cursor to “Cond”, then press the

ENTER key.

9. Set the number of calibration points, then press the ENTER key.

The instructions below assume that four calibration points have been set.

10. Press the up ( ) and down ( ) keys to set the "Cond" value to 0.0 mS/m (0.000 mS/

cm).


calibration.

12. When the message "Cal complete. Press ENT to Span cal." appears, press the

ENTER key to start the first span calibration procedure.


the reference line with 71.8 mS/m (0.718 mS/cm) standard solution.



3 Basic Operation

50

15. Press the up ( ) and down ( ) keys to set the "Cond" value to 71.8 mS/m (0.718

mS/cm).

Calibration range = 0 mS/m to 99.9 mS/m (0 mS/cm to 0.999 mS/cm)


calibration.


ENTER key to start the next span calibration procedure.


the reference line with 0.667 S/m (6.67 mS/cm) standard solution.



20. Press the up ( ) and down ( ) keys to set the "Cond" value to 0.667 S/m (6.67 mS/

cm).

Calibration range = 0.100 S/m to 0.999 S/m (1.00 mS/cm to 9.99 mS/cm)


calibration.



3 Basic Operation

51


the reference line with 5.87 S/m (58.7 mS/cm) standard solution.



25. Press the up ( ) and down ( ) keys to set the "Cond" value to 5.87 S/m (58.7 mS/

cm).

Calibration range = 1.00 S/m to 10.00 S/m(10.0 mS/cm to 100.0 mS/cm)


calibration.



screen.

3 Basic Operation

52

Turbidity (TURB) calibration

Note

To support a wide range of sample concentrations, turbidity is divided into three measurement

ranges: 0.0 to 9.9 NTU, 10 to 100 NTU, and over 100 NTU.

When manually calibrating turbidity, you can select two calibration procedures (one zero-point

calibration procedure and a span calibration procedure for one of the three measurement

ranges), three calibration procedures (one zero-point calibration procedure and a span

calibration procedure for two of the three measurement ranges) or four calibration procedures

(one zero-point calibration procedure and span calibration procedures for all three measurement

ranges). Carry out the four calibration procedures to ensure good measurement precision

throughout all measurement ranges.

Always use the calibration cup provided. Using other containers can create effects from ambient

light that cause incorrect calibration.

Preparing the standard solutions

1. Weigh out 5.0 g of hydrazine sulfate (commercial special grade or above), and

dissolve it in 400 mL of deionized water. Dissolve 50 g of hexamethylene tetramine

(commercial special grade or above) in 400 mL of deionized water in anther flask.

2. Mix the two solutions and add deionized water until the total solution volume is

1000 mL, and mix well. Store this solution at a temperature of 25 C ±3 C for 48

hours.

The turbidity value (TURB) of this solution is equivalent to 4000 NTU.

3. Dilute 4000 NTU-solution 5 times (use a pipette to measure 50 mL of the 4000 NTU

solution and pour it into a 250 mL measuring flask, and fill up to 250 mL meniscus)


4. Dilute 800 NTU solution 10 times (use a pipette to measure 25 mL of the 800 NTU



5. Dilute 80 NTU solution 10 times (use a pipette to measure 25 mL of the 80 NTU



Note

Instead of the standard solutions above, you can use other standard solutions of known

concentration measured with other standard instruments.

U-52, U-53 turbidity calibration

Set the number of calibration points.

You can set between 2 and 4 points.



ENTER key.

3 Basic Operation

53

3. In the parameter selection screen, move the cursor to "Turb", then press the

ENTER key.

4. Press the up ( ) and down ( ) keys to set the number of calibration points, then

press the ENTER key.

The instructions below assume that four calibration points have been set.

5. Calibrate the zero point. Wash the transparent calibration cup 2 or 3 times with

deionized water, then fill it to the reference line with deionized water.



7. Press the up ( ) and down ( ) keys to set the "Turb" value to 0.0 NTU.


calibration.

3 Basic Operation

54


ENTER key to start the first span calibration procedure.


the reference line with 8 NTU standard solution, or a standard solution of known

concentration between 0.1 and 10 NTU.



12. Press the up ( ) and down ( ) keys to set the "TURB" value to 8 NTU, or to the

known concentration of the standard solution between 0.1 and 10 NTU. (Input

range = 0 NTU to 9.9 NTU (U-51) or 0 NTU to 9.99 NTU (U-52))

13. Check that "Current measurement value" has stabilized, then press the ENTER key

to start calibration.





concentration between 10 and 100 NTU.



3 Basic Operation

55

17. Press the up ( ) and down ( ) keys to set the "Turb" value to 80 NTU, or to the

known concentration of the standard solution between 10 and 100 NTU. (Input

range = 10.0 NTU to 99.9 NTU)


calibration.





concentration 100 NTU above.



22. Press the up ( ) and down ( ) keys to set the "TURB" value to 800 NTU, or to the

known concentration of the standard solution 100 NTU above.

(Input range = 100 NTU to 800 NTU (U-51), 100 NTU to 1000 NTU (U-52))


calibration.



screen.

3 Basic Operation

56

Dissolved oxygen (DO) calibration

Note

You can select one calibration procedure (span calibration) or two calibration procedures (zero-

point calibration and span calibration). Carry out the two calibration procedures to ensure good

measurement precision throughout all measurement ranges.

It is necessary to prepare new solution before calibration of the Dissolved Oxygen (DO) sensor.

The calibration cup (included) cannot be used to manually calibrate the DO sensor. Use asuitable bottle in which the DO sensor and the temperature sensor can be immersed.

Wait at least 20 minutes after turning the system power ON before calibrating the DO sensor.

Make the compensation setting before calibration since the setting is applied during calibration.

The DO sensor is affected by flow. When performing span calibration with saturated dissolved

oxygen water, move the cable slowly up and down (move the sensor probe at a rate of roughly 20

to 30 cm a second) or agitate the saturated dissolved oxygen water.

1. Prepare the standard solution.

Add about 50 g of sodium sulfite to 1000 mL of water (either deionized water or tap

water) and stir the mixture to dissolve the sodium sulfite in it.

Pour 1 to 2 liters of water into a suitable flask (either deionized water or tap water).Using a air pump, feed air into the water and aerate the solution until oxygen is

saturated.

2. First, calibrate the zero point. Press the control unit’s CAL key to set the calibration

mode.


ENTER key.

4. In the parameter selection screen, move the cursor to DO or DO%, then press the

ENTER key.

5. Set the number of calibration procedures, then press the ENTER key.

The instructions below assume that two calibration points have been set.

3 Basic Operation

57


submerge the sensor probe in the bottle.

7. Press the up ( ) and down ( ) keys to set the DO value to 0.00 mg/L or 0.0%.


calibration.


ENTER key to start the span calibration procedure.

10. Wash the sensor probe 2 or 3 times with deionized water to remove any dirt, then

submerge the sensor probe in the container filled with the span solution.

11. Press the up ( ) and down ( ) keys to set the DO value to the saturated dissolved

oxygen value (mg/L) of the water at that temperature or the dissolved oxygen

saturation ratio.


calibration.



screen.

3 Basic Operation

58

Amounts of saturated dissolved oxygen in water at various temperatures

(salinity=0.0%)

JIS K0101

ISO5814

Temp.

( C)DO (mg/L)

Temp.

( C)DO (mg/L)

Temp.

( C)DO (mg/L)

Temp.

( C)DO (mg/L)

0 14.16

1 13.77 11 10.67 21 8.68 31 7.42

2 13.40 12 10.43 22 8.53 32 7.32

3 13.04 13 10.20 23 8.39 33 7.22

4 12.70 14 9.97 24 8.25 34 7.13

5 12.37 15 9.76 25 8.11 35 7.04

6 12.06 16 9.56 26 7.99 36 6.94

7 11.75 17 9.37 27 7.87 37 6.86

8 11.47 18 9.18 28 7.75 38 6.76

9 11.19 19 9.01 29 7.64 39 6.68

10 10.92 20 8.84 30 7.53 40 6.59

Temp.

( C)DO (mg/L)

Temp.

( C)DO (mg/L)

Temp.

( C)DO (mg/L)

0 14.62

1 14.22 11 11.03 21 8.91

2 13.83 12 10.78 22 8.74

3 13.46 13 10.54 23 8.58

4 13.11 14 10.31 24 8.42

5 12.77 15 10.08 25 8.26

6 12.45 16 9.87 26 8.11

7 12.14 17 9.66 27 7.97

8 11.84 18 9.47 28 7.83

9 11.56 19 9.28 29 7.69

10 11.29 20 9.09 30 7.56

3 Basic Operation

59

Span setting values for calibration in air

The software should display these values when auto calibration is performed.

Use this table to input values for manual span calibrations in air.

Tip

The DO measurement value of air-saturated water and air are different. Due to the pressure difference against the membrane in air versus the membrane in water, the

measurement value in air is about 10% higher than the value of air-saturated water on average.

Amounts of saturated dissolved oxygen in air at various temperatures

Following tables are applicable only to the air calibration of the U-50 DO sensor. Do not use

them for other purpose.

Air calibration value in adopting evaluation based on JIS K0101

Air calibration value in adopting evaluation based on ISO5814

0 15.58

1 15.15 11 11.74 21 9.55 31 8.16

2 14.74 12 11.47 22 9.38 32 8.05

3 14.34 13 11.22 23 9.23 33 7.94

4 13.97 14 10.97 24 9.08 34 7.84

5 13.61 15 10.74 25 8.92 35 7.74

6 13.27 16 10.52 26 8.79 36 7.63

7 12.93 17 10.31 27 8.66 37 7.55

8 12.62 18 10.10 28 8.53 38 7.44

9 12.31 19 9.91 29 8.40 39 7.35

10 12.01 20 9.72 30 8.28 40 7.25

0 16.08

1 15.64 11 12.13 21 9.80

2 15.21 12 11.86 22 9.61

3 14.81 13 11.59 23 9.44

4 14.42 14 11.34 24 9.26

5 14.05 15 11.09 25 9.09

6 13.70 16 10.86 26 8.92

7 13.35 17 10.63 27 8.77

8 13.02 18 10.42 28 8.61

9 12.72 19 10.21 29 8.46

10 12.42 20 10.00 30 8.32

3 Basic Operation

60

Water depth (DEPTH) calibration

1. Calibrate the zero point. Wash the sensor probe 2 or 3 times in deionized water to

remove any dirt, then remove all moisture from the sensor probe (it will be

calibrated in air).



ENTER key.

4. In the parameter selection screen, move the cursor to "Depth", then press the

ENTER key.

5. Press the up ( ) and down ( ) keys to set the "Depth" value to 0.00 m.


calibration.



screen.

Y:\2016 RESOLUTIONS\04.05.16\204a - ENG k- AwardResoStLtTraffSignalParts 4 5 16 (002).doc

04.05.2016 160204

TOWN OF RIVERHEAD

Resolution # 204

AWARDS BID FOR 2016 STREET LIGHT AND TRAFFIC SIGNAL MAINTENANCE REPAIR PARTS



WHEREAS, that the Town Clerk did publish and post a Notice to Bidders for the 2016 Street Light and Traffic Signal Maintenance Repair Parts annual bid; and

WHEREAS, seven (7) bids were received, opened and read aloud on February 5, 2016 at 11:00 am in the Office of the Town Clerk, 200 Howell Avenue, Riverhead, NY 11901; and

WHEREAS, the bid were reviewed and a bid tabulation was prepared and presented to the Town Board for review.

NOW, THEREFORE BE IT RESOLVED, that the Town Board be and does hereby award the 2016 Street Light and Traffic Signal Maintenance Repair Parts as follows: City Energy Services – Item MC7 Schwing Electrical Supply Corporation – Item B1, B2, B3, B4, B5 B6, B7, B8, B9, B10, B11, B12, B13, B14, T1, T2, T3, T4, T5, T6, T9, T10, T11, T12, T13, T14, T15, MC4, MC5, MC6, MC8, MC9, MC16, MC17, MC18, MC19, MC20, MC21, BC1, BC2, BC3, BC4, BC5, TL1, FP1, FP2, FP3, FP13, FP14, FP15, FP16, FP17, FP18, FP19, FP20, FP21, FP22, FP22, BF2, RG1, RG2, FH2, FH3, FH4, ME1, ME2, ME3, ME7, ME8, ME9 Kelly & Hayes Electrical Supply of LI, Inc. – Item TB1, MC3, BF1, PD1, PD2, FH1 Intelligent Traffic Systems, Inc. – Items CA6, CA7, LTS7, LTS8, LTS9, LTS10, LTS11, LTS16, LTS17, LTS18, LTS19 New England Traffic Solutions – Items TB2, TS6, LL4, LL5, LL6, CA4, CA5, CA13, CA17, LTS2, LTS12, ME4, ME5 General Traffic Equipment – Items TS4, TS7, LL1, LL2, LL3, CA8, CA12, CA14, LTS3, LTS4, LTS5, LTS15 Traffic Systems, Inc. – Items TS1, TS2, TS3, LL8, CA2, CA3, CA9, CA10, CA11, CA15, CA16, LTS1, LTS6, LTS13, LTS14, LTS18, LTS20, LTS21 ; and

Y:\2016 RESOLUTIONS\04.05.16\204a - ENG k- AwardResoStLtTraffSignalParts 4 5 16 (002).doc

BE IT FURTHER RESOLVED, that the Town Clerk be and is hereby authorized

to forward a copy of his resolution to City Energy Services, General Traffic Equipment, Intelligent Traffic Systems, Inc., Kelly & Hayes Electrical Supply of LI, Inc., New England Traffic Solutions, Schwing Electrical Supply Corporation, Traffic Systems, Inc. all vendor addresses listed on the open bid report dated 2.5.16; and

BE IT FURTHER RESOLVED, that the Town Clerk be and is hereby authorized to forward a copy of this resolution to Engineering, Purchasing Department and the Office of Accounting.


THE VOTE




2160 STREET LIGHT AND TRAFFIC SIGNAL MAINTENANCE REPAIR PARTSITEM # DESCRIPTION CTY ENERGY SCHWING K&H INTELLIGENT NEW ENG GEN TRAF TRAFF SYS

BULBS – MEDIUM BASE

B1 50W HPS LU (C50S68) NB 5.99 NB NB NB NB NBB2 100W MH (M90)-(Court Parking) NB 8.5 NB NB NB NB NBB3 150W HPS LU (C150S68) NB 5.99 NB NB NB NB NBB4 150W MH (M102)-(Court Parking) NB 8.5 NB NB NB NB NB

BULBS – MOGUL BASE – HPS LU (CLR)

B5 70W (C70S62) NB 6.5 NB NB NB NB NBB6 100W (C100S54) NB 6.5 NB NB NB NB NBB7 150W (C150S055) NB 6.5 NB NB NB NB NBB8 250W (C250S50) NB 6.5 NB NB NB NB NBB9 400W (C400S51) NB 6.5 NB NB NB NB NBB10 1000W (C1000S52) NB 27.5 NB NB NB NB NB

METAL HALIDE

B11 175W (MH175/U) NB 8.75 NB NB NB NB NBB12 250W (MH 250/U) NB 9.25 NB NB NB NB NBB13 400W MH (H33)-(Municipal Garage) NB 9 NB NB NB NB NBB14 1000W (MH100/U) NB 21 NB NB NB NB NBB15 1500W (MH 1500/BU)-(Recreation) NB NB NB NB NB NB NB

HPS ULX

B16 215W (S65) NB NB NB NB NB NB NB

TRAFFIC SIGNAL BULBS

TB1 69W A21/TS SHORT STEM (120V) NB NB 2.8 NB 5.25 NB NBTB2 116W A21/TS SHORT STEM (120V) NB NB 6.45 NB 6 NB NB

TRANSFORMERS (ADVANCE MODELS ONLY)

HPS LU

T1 70W ADVANCE 71A7971001D NB 38.95 NB NB NB NB NBT2 100W (C100S54) NB 46.5 NB NB NB NB NBT3 150W (C150S55) NB 48.95 NB NB NB NB NBT4 250W (C250S50) NB 59 NB NB NB NB NBT5 400W (C400S510) NB 67.5 NB NB NB NB NBT6 1000W (C100S52) NB 118.95 NB NB NB NB NB

HPS ULX

T7 215W (S63) NB NB NB NB NB NB NB

2160 STREET LIGHT AND TRAFFIC SIGNAL MAINTENANCE REPAIR PARTSITEM # DESCRIPTION CTY ENERGY SCHWING K&H INTELLIGENT NEW ENG GEN TRAF TRAFF SYST8 150W 46135-67528-0 NB NB NB NB NB NB NB

METAL HALIDE

T9 100W (MH100)-(Court Parking)-MediumT10 150W (MH150)-(Court Parking)-Medium NB 49.5 NB NB NB NB NBT11 175W (MH 175/U)-Mogul NB 47 NB NB NB NB NBT12 250W (MH 250/U)-Mogul NB 32 NB NB NB NB NBT13 400W (MH 400/U) MULTI VOLT-Mogul NB 45 NB NB NB NB NBT14 1000W (MH 1000/U)-Mogul NB 47.5 NB NB NB NB NBT15 1500W (MH 1500/BU)-Mogul NB 86.5 NB NB NB NB NB

NB 134.25 NB NB NB NB NBMISC SUPPLIES FOR STREET LIGHTS

MC1 COPPER STAPLES 2 ½ X 1 1/16 X 3/16 NB NB NB NB NB NB NBMC2 SPAN TAP (S4P27A) NB NB NB NB NB NB NBMC3 PHOTO CELLS 6390 MULTI VOLT 7.45* 7.60* 5.4 NB NB NB NB

120/208/240/277 TWIST LOCK VOLTRANGE 105-308 (BROWN OR GREY)

MC4 PHOTO CELLS – AREA LIGHTING 7.90* 5.75* NB NB NB NB NBRESEARCH #AA-305

MC5 IGNITOR 35 THROUGH 400W 35-967410-51 18.5 16.38 NB NB NB NB NBMC6 TWIST LOCK REPLACEMENT SOCKET 14.85 7.5 NB NB NB NB NB

(FIXTURE M2ARSIN2LMS21)MC7 8’ LONG ALUMINUM ARM WITH 93.75 NB 105 NB NB NB NB

GROMMETS & GROUND LUGS, 18”RISE FROM RIGHT ANGLE

MC8 G.E. IGNITOR – 150W HPS 52-55VLP 18.5 16.38 NB NB NB NB NBMC8a G.E. IGNITOR – GE35-216702R22 12.5 10.3 14.35 NB NB NB NBMC9 HEX HEAD LAG BOLTS 3/8 X 2 ½” NB NB NB NB NB NB NBMC10 GALVANIZED MACHINE BOLT NB NB NB NB NB NB NB

5/8 X 10” THRU 5/8 X 18”MC11 GALVANIZED EYE BOLTS NB NB NB NB NB NB NB

5/8 X 10” THRU 5/8 X 18”MC12 GALVANIZED FLAT WASHERS NB NB NB NB NB NB NB

5/8 X 2 ¼ X 2 ¼ MC13 GALVANIZED GUY CLAMPS 2 BOLT NB NB NB NB NB NB NB

3 3/8 LN FOR 3/16 THRU 7/16 STRANDMC14 4 GAUGE AERIAL TRIPLEX 500’ REELS NB NB NB NB NB NB NBMC15 TAPS RICHARDS #SDC495 NB NB NB NB NB NB NBMC16 MULB 30862 TWISTLOCK RECEPTICAL 17.75* 7.5 NB NB NB NB NB

(ALR AM-2A)MC17 3M 1700 ELECTRIC TAPE ¾”W X 60’ (BLK) NB 0.7 0.88 NB 2 NB NBMC18 3M 1700 ELECTRIC TAPE ¾” X 60’ (RED) NB 0.75 0.88 NB 2.1 NB NBMC19 3M 1700 ELECTRIC TAPE ¾” X 60’ (WHITE) NB 0.75 0.88 NB 2.1 NB NBMC20 3M 1700 ELECTRIC TAPE ¾” X 60’ (BLUE) NB 0.75 0.88 NB 2.1 NB NBMC21 3M 1700 ELECTRIC TAPE ¾” X 60’ (GREEN) NB 0.75 0.88 NB 2.1 NB NB

BURNDY SERVIT SPLIT BOLTS & CLAMP

2160 STREET LIGHT AND TRAFFIC SIGNAL MAINTENANCE REPAIR PARTSITEM # DESCRIPTION CTY ENERGY SCHWING K&H INTELLIGENT NEW ENG GEN TRAF TRAFF SYSBC1 KS-20 BOLT NB 1.17 NB NB NB NB NBBC2 KS-23 BOLT NB 1.87 NB NB NB NB NBBC3 KS-25 BOLT NB 2.39 NB NB NB NB NBBC4 UC33R CLAMP NB 9.5 NB NB NB NB NBBC5 PARALLEL CLAMP (UC28RS) NB 6.65 NB NB NB NB NB

STRAND VISE

SV1 ¼” STRAND VISE NB NB NB NB NB NB NBSV2 7/16” STRAND VISE NB NB NB NB NB NB NB

SOLDER LESS TERMINAL LUGSTL1 SL-4 COPPER NB 1.69* NB NB NB NB NB

FIXTURES & POLES

FP1 20’ TEST POLE HIGHLINE (HL-100) NB 265.00* 348 NB NB NB NBBLACK

FP2 70W HPS LU TOWN & COUNTRY POLE 298.5 181 848.00* NB NB NB NBMOUNT FIXTURE WITH PHOTO CELL115 VOLT, HPF BALLAST

FP3 RCT4M100YE52BA (DOWNTOWN) NB 829.5 1160 NB NB NB NB

HADCO FIXTURES

FP3 VH65AB-3N-PE (175 MH) FIXTURE NB NB NB NB NB NB NBFP4 M0202-3A WITH PHOTO CELL (ARM) NB NB NB NB NB NB NBFP5 P1790-10A (POLE) NB NB NB NB NB NB NBFP6 HADCO – POLE BASE NB NB NB NB NB NB NB

STERNBERG FIXTURES

FP7 3-A840/50PM/A850PM/3910T/50HPSMH/120/RE5/VG 10 NB NB NB NB NB NB NBFP8 A850 – FIXTURE ONLY NB NB NB NB NB NB NBFP9 2-840/50PM/A850PT-POLE ONLY NB NB NB NB NB NB NBFP10 50PM ARMS NB NB NB NB NB NB NBFP11 GLASS REFRACTORS NB NB NB NB NB NB NBFP12 PARTY HAP BALLAST ASSEMBLY NB NB NB NB NB NB NB

GE FIXTURES (WITH PHOTO CELL & LEXAN REFRACTOR

FP13 70W HPS LU M2AC07SIN2LMS21 141.70* 119.26 149.8 NB NB NB NBFP14 150W HPS LU M2AC15SIN2LMS21 147.70* 124.58 158 NB NB NB NBFP15 35-962470-04 FLAT LENS GLASS 16.7 12.98 16.25 NB NB NB NBFP16 ERS20DXBX5405GRAY LED 150W 443.35* 386.66 488.00* NB NB NB NBFP17 ERS10AXBX540GRAY LED 70W 339.95* 295.19 377.00* NB NB NB NBFP18 EPAS-0-B5-A-41-B-2-F-BLCK-FT 1046.95* 922.41 1169.00* NB NB NB NBFP19 EPAS-0-D5-A-41-B-2-F-BLCK-FT 1046.95* 922.41 1169.00* NB NB NB NBFP20 T10R07S1H2LMS3BL EVOLVE LED POST TOP 750.70* 651.11 963.00* NB NB NB NB

2160 STREET LIGHT AND TRAFFIC SIGNAL MAINTENANCE REPAIR PARTSITEM # DESCRIPTION CTY ENERGY SCHWING K&H INTELLIGENT NEW ENG GEN TRAF TRAFF SYSFP21 EPAS4B5A41B2FBLCK (AVERY) 1046.95* 922.41 1169.00* NB NB NB NBFP22 EPAS4D5A41B2FBLCK (AVERY) 1089.95* 960.39 1169.00* NB NB NB NB

COOPER FIXTURES

FP22 COOPER LXC 70SR222U0024, 70 WATT, 298.5 181 NB NB NB NB NBCOLONIAL, MOGAL BASE, 120V, TOP MOUNTED TWIST ON PHOTO CELL

SPRING CITY FIXTURES

FP23 SPRING CITY APSOLD-18-12-TNO/O 323/ NB NB NB NB NB NB NB1NW-VG (POLES)

FP24 SPRING CITY AARFRX-2S-15-13-TN2. NB NB NB NB NB NB NB875-XX-M1-VG-DBL ARM

FP25 SPRING CITY ALMSHA-HP100/SV1/SM- NB NB NB NB NB NB NBPS11-FSB-VG POST TOPS (BOWL, LENSE BALLAST)

ANTIQUE FIXTURES

FP26 ANTIQUE STREET LAMPS L-7515A-CS NB NB NB NB NB NB NBES22ST-70S-GCF-SR4SC-TB1-SF-CRT-ANBK

FP27 ANTIQUE STREET LAMPS EPAX-16-S4 NB NB NB NB NB NB NB3-3/8T8-CRT-ANBK-FG-S-CS-CRT

FP28 LU70M/C SY LAMPS NB NB NB NB NB NB NBFP29 EAL4/1-PER-PE1-ANBK ARM NB NB NB NB NB NB NB

BOLLARDS

BF1 VISIONAIRE LGT BRONZE NB 935 855.00* NB NB NB NBOWK-3-8S42-COG-60L-LED-55KL-UNV-AB-VRB

BF2 ELE2-3-T3-144LC-5-4K-UNV-KM-BZ (1ST ST FLD) NB 1470 1581 NB NB NB NB

POWER DOORS FOR (GE) M2AR SIN2LS21

PD1 70W HPS LU 147.75 131.31 68 NB NB NB NBPD2 150W HPS LU 147.75 131.31 78 NB NB NB NB

REFRACTORS & GLOBES

RG1 850 GLOBE LEXAN (STERNBERG FIXTURE) NB 172 NB NB NB NB NB(FP118-8)

RG2 840 GLOBE LEXAN (STERNBERG FIXTURE) NB 131 NB NB NB NB NB(FP192-8PCC)

RG3 VH65AB-3N-PE REFRACTOR LEXAN (HADCO NB NB NB NB NB NB NBFIXTURE

FUSE & FUSE HOLDERS

2160 STREET LIGHT AND TRAFFIC SIGNAL MAINTENANCE REPAIR PARTSITEM # DESCRIPTION CTY ENERGY SCHWING K&H INTELLIGENT NEW ENG GEN TRAF TRAFF SYS

FH1 HEB-AA FUSE HOLDER 9.85* 9.36 8.7 NB NB NB NBFH2 KTK 15 AMP 600V MIDGET FUSE 4.65* 3.75 6.7 NB NB NB NBFH3 KTK 20 AMP 600V MIDGET FUSE 4.65* 3.75 6.7 NB NB NB NBFH4 KTK 30 AMP 600V MIDGET FUSE 4.65* 3.75 6.7 NB NB NB NB

TRAFFIC SIGNAL EQUIPMENT

TS1 8” STANDARD TRAFIC SIGNAL (R-Y-G) DIE NB NB NB 290 230 215 156CAST ALUMINUM HOUSING

TS2 SAME AS ABOVE WITH BACKPLATES NB NB NB 375 300 265 205TS3 12” STANDARD TRAFFIC SIGNAL (R-Y-G) DIE NB NB NB 316 255 290 171

CAST ALUMINUM HOUSING GLASS LENS WITHCUT AWAY OR TUNNEL SIGNAL VISOR YELLOWWITHOUT BACKPLATES

TS3a SAME AS ABOVE WITH BACKPLATES NB NB NB 405 315 335 220TS4 PEDESTRIAN SIGNAL: 2-69W INCANDESCENT, NB NB NB 290 205 200 NB

INTERNATIONAL SYMBOL, GLASS LENS, STANDARD TOP & BOTTOM MOUNT &YELLOW HOUSING

TS6 SIGNAL MOUNTING HARDWARE (IRON) NB NB NB 105 68 115 188FOR VERTICAL, SPAN WIRE & POST TOP

TS7 HARDWARE KITS FOR SIGNAL ASSEMBLY NB NB NB NB 180 10 NB

TRAFFIC SIGNAL LED LENS

LL1 8” DR4 GTFB-17A LED LENS (GREEN) NB NB NB 36 31 28 49LL2 8” DR4 YTFB-17A LED LENS (YELLOW) NB NB NB 36 31 28 56LL3 8” DR4 RTFB-17A LED LENS (RED) NB NB NB 36 31 28 56LL4 12” DR6 GCFB-17A (GREEN) NB NB NB 36 31 35 49LL5 12” DR6 YCFB-17A (YELLOW) NB NB NB 36 31 35 56LL6 12” DR6 RCFB-17A (RED) NB NB NB 36 31 35 56LL7 8” ARROW (GREEN/AMBER) NB NB NB NB NB NB NBLL8 12” ARROW (GREEN/AMBER) NB NB NB 120 85 85 84

CABINET ACCESSORIES

CA1 CABINET ACCESSORIES (NEMA) (Controller, PDC, NB NB NB NB NB NB NBConflict monitor, etc. Please provide list of items and Prices for each manufacturer)

CA2 CONTROLLER (ECONOLITE) NB NB NB 6,100 NB NB 3832MODEL # ASC/2-2100 S/N 7532

CA3 CONFLICT MONITOR (3 CHANNEL) NB NB NB 354 360 NB 324(EDI NSM 3L)

CA4 CONFLICT MONITOR (6 CHANNEL) NB NB NB 460 420 NB 494(PDC CM-82-06)

CA5 CONFLICT MONITOR (12 CHANNEL) NB NB NB 580 500 NB 569CA6 LOAD SWITCH (PDC SSS-86-3) NB NB NB 18 28 25 25CA7 FLASHER (PDC SSF-86-3) NB NB NB 19 28 35 25

2160 STREET LIGHT AND TRAFFIC SIGNAL MAINTENANCE REPAIR PARTSITEM # DESCRIPTION CTY ENERGY SCHWING K&H INTELLIGENT NEW ENG GEN TRAF TRAFF SYSCA8 FLASH TRANSFER RELAY NB NB NB 21.5 25 30 39CA9 DETECTOR WITH DELAY NB NB NB 125 150 NB 110CA10 DETECTOR WITHOUT DELAY NB NB NB 120 150 NB 90CA11 HARNESS FOR DETECTOR NB NB NB 35 40 NB 22CA12 PEDESTRIAN PUSH BUTTON STATIONS 9”X12” NB NB NB 80 400 70 166

ASSEMBLY WITHOUT CABLE GUIDE WITH LONG LIFE SWITCH ASSEMBLY: FEDERALYELLOW

CA13 8’ ALUMINUM POLE WITH 10” X 10” BOLT 425 NB NB NB 175 300 206ON BASE – PEDESTRIAN CROSSING SIGNAL(FOR McCAIN SERIES 1000 #101SP2

CA14 2 WAY UPPER & LOWER SLIP FITTER NB NB NB 125 195 120 211ASSEMBLY (IRON YELLOW) (FOR McCAINSERIES 1000 #101SP2

CA15 TRAFFIC SIGNAL PAINT (FEDERAL YELLOW) NB NB NB NB 34 NB 18 SPRAY CAN

CA16 30 OZ. TRAFFIC DETECTOR LOOP SEALANT NB NB NB NB 185 NB 50CA17 TRAFFIC SIGNAL VEHICLE PRESENCE SENSOR NB NB NB NB 5,100 NB 5800

FOR VEHICLE PRESENCE DETECTION

LED TRAFFIC SIGNALSLTS1 T7SS ENCOM SPREAD SPECTRUM NB NB NB NB 1,250 NB 1,150

COORDINATION UNITLTS2 T7SS ATENEX YAGI ANTENNA NB NB NB NB 110 NB 145LTS3 T10CB GEL CORE (2) PEDESTRIAN SIGNALS NB NB NB 300 200 100 269

COUNTDOWN, LEDLTS4 T10LA GEL CORE (4) PEDESTRIAN SIGNALS NB NB NB 300 250 100 238LTS5 T12LED GEL CORE (36)-12” BALL LED TRAFFIC NB NB NB 36 1,050 35 132

SIGNAL SECTIONSLTS6 T16 ECONOLITE 2070L S/N 8896 W/LB COM CRD NB NB NB NB NB NB 2617

8 TRAFFIC SIGNAL CONTROLLERLTS7 T16 PDC 200 (4)-LOAD SWITCHES NB NB NB 18 150 25 25LTS8 T16 PDC 204 (1)-FLASHER NB NB NB 19 40 30 25LTS9 T16 EDI 210E (1) CONFLICT MONITOR NB NB NB 402 685 NB 550LTS10 T16 EDI 222 (5)-2 CHANNEL LOOP DETECTOR NB NB NB 88 165 128 94LTS11 T16 GDI 242 (2)-2CHANNEL DC ISOLATION CRD NB NB NB 31 175 68 39LTS12 T16 GDI 4965A DATA TO FSK MODEM 9600 BAUD NB NB NB NB 475 NB 499LTS13 T19 GTT (1)-OPTCOM GPS PREEMPTION CARD NB NB NB NB NB NB 2,895LTS14 T19 GTT (1)-OPTCOM GPS PREEMPTION NB NB NB NB NB NB 2,815

SENSORLTS15 T24 PELCO (4)-PEDESTRIAN PB ASSEMBLIES NB NB NB 70 750 35 247LTS16 T24C PELCO (2)-COUNTDOWN PEDESTRIAN NB NB NB 120 650 100 247

PB ASSEMBLIESLTS17 210E SERIES TYPE 170/179 SIGNAL NB NB NB 402 700 NB 682

MONITORLTS18 LM222 SERIES TWO CHANNEL LOOP NB NB NB 88 200 128 88

MONITORLTS19 MODEL 242DC ISOLATOR NB NB NB 31 170 68 33LTS20 MODEL ATC2070 CONTROLLER ADVANCED NB NB NB NB 4,850 NB 2,617

TRANSPORTATION CONTROLLER SERIES

2160 STREET LIGHT AND TRAFFIC SIGNAL MAINTENANCE REPAIR PARTSITEM # DESCRIPTION CTY ENERGY SCHWING K&H INTELLIGENT NEW ENG GEN TRAF TRAFF SYSLTS21 CONTROLLER MODEL #2070 NB NB NB NB 3,550.00 NB 2,617

MISCELLANEOUS ELECTRICAL SUPPLIES

ME1 SPLICE BOX POLYETHYLENE, STEEL COVER NB 34.00* NB NB NB NB NB(FP-4124-IS-PH-GU

ME2 WEATHER PROOF PLUG END – MALE NB 3.25 NB NB 30 NB NBME3 WEATHER PROOF PLUG END – FEMALE NB 5.5 NB NB 30 NB NBME4 THHWN WIRE SOLID & STRANDED 10 GAUGE NB NB NB NB 165 NB NB

500’ ROLL (WHITE, BLACK, GREEN)ME5 THHWN WIRE SOLID & STRANDED 12 GAUGE NB NB NB NB 75 NB NB

500’ ROLL (WHITE, BLACK, GREEN)ME6 # 6 BARE COPPER WIRE 315’ ROLLS NB NB NB NB NB NB NBME7 WIRE NUTS 500 PER BAG – 3M R/Y BULK NB 33.95 69 NB 100 NB NB

RED/YELLOW SPRING ME8 WIRE NUTS 500 PER BAG –3M R/Y BULK NB 33.95 69 NB 110 NB NB

RED/YELLOW SPRINGMES9 WIRE NUTS 500 PER BAG – 3M O/B BULK NB 23.5 48 NB 125 NB NB

ORANGE/BLUE SPRINGME10 12/3 SJO-WA WIRE NB NB NB NB NB NB NBME11 RICHARDS # SDC 495 TAP CONNECTORS NB NB NB NB NB NB NB

TA 4-5-16 Authorize Addendum to Employment Contract/Resolution Setting Terms and Conditions of Employment

04.05.2016 160205

TOWN OF RIVERHEAD

Resolution # 205

AUTHORIZES THE SUPERVISOR TO EXECUTE AN ADDENDUM TO A RESOLUTION SETTING TERMS AND CONDITIONS OF EMPLOYMENT FOR

POSITION OF LEGISLATIVE SECRETARY



WHEREAS, the Town Board of the Town of Riverhead, on January 5, 2010, adopted a Resolution Setting Terms and Conditions of Employment for Legislative Secretary in the Office of the Supervisor; and

WHEREAS, the Town Board seeks to amend the terms and conditions set forth in such Resolution Setting Terms and Conditions of Employment.

NOW, THEREFORE, BE IT RESOLVED, that the Town Board hereby approves

and authorizes the Supervisor to execute the attached Addendum to Resolution Setting Terms and Conditions of Employment for Carol Sclafani/Legislative Secretary; and be it further


THE VOTE




ADDENDUM TO

EMPLOYMENT CONTRACT/RESOLUTION SETTING TERMS AND CONDITIONS OF EMPLOYMENT

This Addendum to the Employment Contract/Resolution Setting Terms and Conditions of Employment is made this _____day of ________, _____ by and between the Town of Riverhead (employer) and Carol Sclafani (Legislative Secretary/employee). The employer and employee hereby supplement the Employment Contract/Resolution Setting Terms and Conditions of Employment dated January 5, 2010 by adding and/or modifying the following provisions:

VACATIONS

1. The employee shall be entitled to 10 working days 15 working days of vacation per annum (January 1 to December 31).

4. The employee may carry over any unused vacation days from one (1) year into

the following year, but in no event shall the employee carry over more than fifteen (15) days sixty (60) days from one year to the next.

*strikethrough represents deletion

*underline represents addition The employer and employee acknowledge that the Employment Contract/Resolution Setting Terms and Conditions of Employment is being modified only by the above provisions and agree that nothing else in the Employment Contract/Resolution Setting Terms and Conditions of Employment shall be affected by this Addendum such that all other terms and conditions contained therein shall remain in full force and effect throughout the term of employment. In Witness Whereof the parties have caused this Addendum to be executed as of the date first written above. ___________________________(Supervisor) ____________________(Employee)

TA 4-5-16 Authorize Addendum to Employment Contract/Resolution Setting Terms and Conditions of Employment-Sclafani

04.05.2016 160206

TOWN OF RIVERHEAD

Resolution # 206

AUTHORIZES THE SUPERVISOR TO EXECUTE AN ADDENDUM TO A RESOLUTION SETTING TERMS AND CONDITIONS OF EMPLOYMENT FOR

POSITION OF TOWN BOARD COORDINATOR



WHEREAS, the Town Board of the Town of Riverhead, on April 16, 2013, adopted a Resolution Setting Terms and Conditions of Employment for Town Board Coordinator; and

WHEREAS, the Town Board seeks to amend the terms and conditions set forth in such Resolution Setting Terms and Conditions of Employment.

NOW, THEREFORE, BE IT RESOLVED, that the Town Board hereby approves

and authorizes the Supervisor to execute the attached Addendum to Resolution Setting Terms and Conditions of Employment for Carissa Collins/Town Board Coordinator; and be it further


THE VOTE




ADDENDUM TO

EMPLOYMENT CONTRACT/RESOLUTION SETTING TERMS AND CONDITIONS OF EMPLOYMENT

This Addendum to the Employment Contract/Resolution Setting Terms and Conditions of Employment is made this _____day of ________, _____ by and between the Town of Riverhead (employer) and Carissa Collins (Town Board Coordinator/employee). The employer and employee hereby supplement the Employment Contract/Resolution Setting Terms and Conditions of Employment dated April 16, 2013 by adding and/or modifying the following provisions:

VACATIONS

1. The employee shall be entitled to 10 working days 15 working days of vacation per annum (January 1 to December 31).

4. The employee may carry over any unused vacation days from one (1) year into

the following year, but in no event shall the employee carry over more than fifteen (15) days sixty (60) days from one year to the next.

*strikethrough represents deletion *underline represents addition

The employer and employee acknowledge that the Employment Contract/Resolution Setting Terms and Conditions of Employment is being modified only by the above provisions and agree that nothing else in the Employment Contract/Resolution Setting Terms and Conditions of Employment shall be affected by this Addendum such that all other terms and conditions contained therein shall remain in full force and effect throughout the term of employment. In Witness Whereof the parties have caused this Addendum to be executed as of the date first written above. ___________________________(Supervisor) ____________________(Employee)

TA RESOLUTIONS Authorize Publication of Help Wanted Ad for Town Building and Planning Administrator

04.05.2016 160207

TOWN OF RIVERHEAD

Resolution # 207

AUTHORIZES PUBLICATION OF HELP WANTED ADVERTISEMENT FOR SEASONAL PUMP-OUT BOAT OPERATORS



BE IT RESOLVED, that the Town Clerk is hereby authorized to publish the attached Help Wanted Advertisement for Seasonal Pump-Out Boat Operators in the March 24, 2016 issue of the News Review; and

BE IT FURTHER RESOLVED, that all Town Hall Departments may review and

obtain a copy of this resolution from the electronic storage device and, if needed, a copy of same may be obtained from the Office of the Town Clerk.

THE VOTE


Wooten Yes No Dunleavy Yes No

Walter Yes No


TA RESOLUTIONS Authorize Publication of Help Wanted Ad for Town Building and Planning Administrator

ADVERTISEMENT TO BE PLACED IN THE NEWS REVIEW The Town of Riverhead is seeking experienced personnel to employ as Seasonal Pump-Out Boat Operators from April 15 through September 15, 2016. All applicants must possess a valid certificate reflecting the successful completion of a boating safety course and have one (1) year of experience (or the equivalent thereof) operating an outboard motorboat. Pays $10.50 per hour. Interested parties please apply to Town of Riverhead Personnel Department, 200 Howell Avenue, Riverhead, NY 11901. Fax (631) 727-6152. Deadline for applying is April 15, 2016. EOE By Order of the Town Clerk Diane M. Wilhelm

Y:\2016 RESOLUTIONS\04.05.16\208 - PER - Res Beal retire.doc

04.05.2016 160208

TOWN OF RIVERHEAD

Resolution # 208

ACCEPTS THE RETIREMENT OF A SENIOR ADMINISTRATIVE ASSISTANT



WHEREAS, the Town has received notification from the New York State and Local Employees Retirement System of Susan Beal’s intent to retire effective March 31, 2016.

NOW, THEREFORE, BE IT RESOLVED, that this Town Board hereby accepts the retirement of Susan Beal.

RESOLVED, that the Town Clerk is hereby directed to forward a copy of this resolution to Susan Beal, the Highway Superintendent, the Personnel Officer and the Financial Administrator. Town Hall Departments may review and obtain a copy of this resolution from electronic storage device, and if needed, a certified copy of same can be obtained from the office of the Town Clerk.

THE VOTE



Walter Yes No


Y:\2016 RESOLUTIONS\04.05.16\209 - PER - Res Beatty retire.doc

04.05.2016 160209

TOWN OF RIVERHEAD

Resolution # 209

ACCEPTS THE RETIREMENT OF AN ACCOUNT CLERK TYPIST



WHEREAS, the Town has received notification from the New York State and Local Employees Retirement System of Diane Beatty’s intent to retire effective March 31, 2016.

NOW, THEREFORE, BE IT RESOLVED, that this Town Board hereby accepts the retirement of Diane Beatty.

RESOLVED, that the Town Clerk is hereby directed to forward a copy of this resolution to Diane Beatty, the Recreation Superintendent, the Personnel Officer and the Financial Administrator. Town Hall Departments may review and obtain a copy of this resolution from the electronic storage device, and if needed, a certified copy of same can be obtained from the office of the Town Clerk

THE VOTE



Walter Yes No


Y:\2016 RESOLUTIONS\04.05.16\210 - PER - Res Heinz resign.doc

04.05.2016 160210

TOWN OF RIVERHEAD

Resolution # 210

ACCEPTS THE RESIGNATION OF A HOMEMAKER



WHEREAS, the Town has received notification from Katrina Hintze indicating her intent to resign from the position of Homemaker effective April 8, 2016.

NOW, THEREFORE, BE IT RESOLVED, that this Town Board hereby accepts the resignation of Katrina Hintze.

RESOLVED, that the Town Clerk is hereby directed to forward a copy of this resolution to Katrina Hintze, the Seniors Program Director, the Personnel Officer and the Financial Administrator. Town Hall Departments may review and obtain a copy of this resolution from the electronic storage device, and if needed, a certified copy of same can be obtained from the office of the Town Clerk.

THE VOTE



Walter Yes No


Y:\2016 RESOLUTIONS\04.05.16\211 - PER - Res Obie resign.doc

04.05.2016 160211

TOWN OF RIVERHEAD

Resolution # 211

ACCEPTS THE RESIGNATION OF A PART-TIME CLERK



WHEREAS, the Town has received notification from Robert Obie, a Part-Time Clerk in the Scavenger Waste District, indicating his intent to resign effective April 18, 2016.

NOW, THEREFORE, BE IT RESOLVED, that this Town Board hereby accepts the resignation of Robert Obie.

RESOLVED, that the Town Clerk is hereby directed to forward a copy of this resolution to Robert Obie, the Wastewater District Superintendent, the Personnel Officer and the Financial Administrator. Town Hall Departments may review and obtain a copy of this resolution from electronic storage device, and if needed, a certified copy of same can be obtained from the office of the Town Clerk.

THE VOTE



Walter Yes No


Y:\2016 RESOLUTIONS\04.05.16\212 - PER - Res Ulmet retire.doc

04.05.2016 160212

TOWN OF RIVERHEAD

Resolution # 212

ACCEPTS THE RETIREMENT OF A PUBLIC SAFETY DISPATCHER



WHEREAS, the Town has received notification from the New York State and Local Employees Retirement System of Candee Ulmet’s intent to retire effective March 31, 2016.

NOW, THEREFORE, BE IT RESOLVED, that this Town Board hereby accepts the retirement of Candee Ulmet.

RESOLVED, that the Town Clerk is hereby directed to forward a copy of this resolution to Candee Ulmet, the Chief of Police, the Personnel Officer and the Financial Administrator. Town Hall Departments may review and obtain a copy of this resolution from the electronic storage device, and if needed, a certified copy of same can be obtained from the office of the Town Clerk.

THE VOTE



Walter Yes No


Y:\2016 RESOLUTIONS\04.05.16\213 - PER - Res Sweeney resign.doc

04.05.2016 160213

TOWN OF RIVERHEAD

Resolution # 213

ACCEPTS THE RESIGNATION OF A BINGO INSPECTOR



WHEREAS, the Town has received a letter of resignation from Theresa Davis-Sweeney indicating her intent to resign from the position of Bingo Inspector effective March 23, 2016.

NOW, THEREFORE, BE IT RESOLVED, that this Town Board hereby accepts the resignation of Theresa Davis-Sweeney from the position of Bingo Inspector.

RESOLVED, that the Town Clerk is hereby directed to forward a copy of this resolution to Theresa Davis-Sweeney, the Personnel Officer and the Financial Administrator. Town Hall Departments may review and obtain a copy of this resolution from the electronic storage device, and if needed, a certified copy of same can be obtained from the office of the Town Clerk.

THE VOTE



Walter Yes No


Y:\2016 RESOLUTIONS\04.05.16\214 - PER - Reso Bingo Inspector.doc

04.05.2016 160214

TOWN OF RIVERHEAD

Resolution # 214

APPOINTS A BINGO INSPECTOR


which was seconded by Councilman Wooten WHEREAS, a vacancy exists for the position of Bingo Inspector. NOW, THEREFORE, BE IT RESOLVED, that Nicole Buckner is hereby

appointed to the position of Bingo Inspector effective today, April 5, 2016, at the rate of $11.00 per hour.



THE VOTE



Walter Yes No


Y:\2016 RESOLUTIONS\04.05.16\215 - PER - Reso reappoints pumpout.doc

04.05.2016 160215

TOWN OF RIVERHEAD

Resolution # 215

REAPPOINTS SEASONAL PUMP OUT BOAT OPERATORS


which was seconded by Councilwoman Giglio NOW, THEREFORE, BE IT RESOLVED, that effective for the period of April 15,

2016 through September 15, 2016 this Town Board hereby reappoints the following Seasonal Pump Out Boat Operators:

Salvatore Calandra $12.25 per hour Richard Quick $12.00 per hour RESOLVED, that all Town Hall Departments may review and obtain a copy of


THE VOTE



Walter Yes No


04.05.2016 160216

TOWN OF RIVERHEAD

Resolution # 216

ADOPT AND AUTHORIZE SUPERVISOR TO SIGN NEGATIVE DECLARATION AND POST ENB NOTICE PURSUANT TO SEQRA REGARDING TOWN CODE UPDATES

AND AMENDMENTS


which was seconded by Councilman Hubbard WHEREAS, the Town of Riverhead has historically recorded its local laws in the

"Code of the Town of Riverhead" (Town Code); and

WHEREAS, the orderly collection and availability of Town legislation are maintained in the Town Code; and

WHEREAS, periodic updates are required to the Town Code to record new codes and updates to existing codes as adopted by the Town Board; and

WHEREAS, each updated code and or new code is subject to the State Environmental Quality Review Act procedures prior to decisions to adopt; and

WHEREAS, the 2015 republished Code of Town of Riverhead has been reviewed pursuant to the State Environmental Quality Review Act (SEQRA); and

WHEREAS, the proposed action to accept the 2015 republished Code of the Town of Riverhead is a Type I action pursuant to SEQRA 617.4 (b) (1); and

WHEREAS, the Town Board is the only involved agency and has assumed Lead Agency status; and

WHEREAS, a Full Environmental Assessment Form Parts 1, 2, and 3 have been prepared and are on file with the Office of the Town Clerk; and

WHEREAS, the Town Board finds there to be no adverse environmental impacts generated by the proposed action. Now,

THEREFORE, BE IT RESOLVED, the Town Board, as Lead Agency, issue a Negative Declaration the for the proposed action to accept the 2015 republished Code of the Town of Riverhead; and

BE IT FURTHER RESOLVED, the Town Board directs the Supervisor to sign the Negative Declaration; and

BE IT FURTHER RESOLVED, the Town Board directs the Office of the Town

Clerk to publish the notice of the SEQRA Negative Declaration in the Environmental News Bulletin (ENB) and post the notice of the Negative Declaration on the Town of Riverhead official website; and

BE IT FURTHER RESOLVED, all Town Hall Departments may review and obtain

a copy of this resolution from the electronic storage device and if needed, a certified copy of same may be obtained from the Office of the Town Clerk.

THE VOTE




Y:\2016 RESOLUTIONS\04.05.16\217 - PUR - 16 BID FOODMEAT PRODUCTS RESO.docx

04.05.2016 160217

TOWN OF RIVERHEAD

Resolution # 217

AUTHORIZATION TO PUBLISH ADVERTISEMENT FOR FOOD & MEAT PRODUCTS FOR THE TOWN OF RIVERHEAD



WHEREAS, the Town Clerk is authorized to publish and post a notice to bidders for proposals for FOOD & MEAT PRODUCTS 2016 for the Town of Riverhead and; WHEREAS, the Town Clerk is hereby authorized to publish and post the following public notice in the APRIL 14, 2016 issue of the News Review. NOW , THEREFORE BE IT, RESOLVED, that all Town Departments may review and obtain a copy of this resolution from the electronic storage device and, if needed, a certified copy of same may be obtained from the Office of the Town Clerk.

THE VOTE


Walter Yes No


Y:\2016 RESOLUTIONS\04.05.16\217 - PUR - 16 BID FOODMEAT PRODUCTS RESO.docx


Sealed bids for the purchase of FOOD & MEAT PRODUCTS 2016 for the use in the Town of Riverhead, Riverhead, New York will be received at the Office of the Town Clerk, Riverhead Town Hall, 200 Howell Avenue, Riverhead, New York until 2:00 PM on MAY 9th, 2016 at which time they will be publicly opened and read aloud. Specifications may be examined and/or obtained on APRIL 14, 2016 on the Town of Riverhead website at www.townofriverheadny.gov, click on bid requests. Each proposal must be submitted on the form provided in sealed envelope clearly marked FOOD & MEAT PRODUCTS 2016. Any and all exceptions to the specifications must be listed on a separate sheet of paper, bearing the designation ‘EXCEPTIONS TO THE SPECIFICATIONS’ and attached to the bid form. The Town board reserves the right and responsibility to reject any or all bids or to waive any formality if it believes such action to be in the best interest of the Town.

BY ORDER OF THE TOWN BOARD OF THE TOWN OF RIVERHEAD

Diane M. Wilhelm, Town Clerk

Y:\2016 RESOLUTIONS\04.05.16\218 - PUR - 16 BID SPORTING GOODS 2016 RESO.docx

04.05.2016 160218

TOWN OF RIVERHEAD

Resolution # 218

AUTHORIZATION TO PUBLISH ADVERTISEMENT FOR SPORTING GOODS 2016 FOR THE TOWN OF RIVERHEAD



WHEREAS, the Town Clerk is authorized to publish and post a notice to bidders for proposals for SPORTING GOODS 2016 for the Town of Riverhead and; WHEREAS, the Town Clerk is hereby authorized to publish and post the following public notice in the APRIL 14, 2016 issue of the News Review. NOW , THEREFORE BE IT, RESOLVED, that all Town Departments may review and obtain a copy of this resolution from the electronic storage device and, if needed, a certified copy of same may be obtained from the Office of the Town Clerk.

THE VOTE


Walter Yes No


Y:\2016 RESOLUTIONS\04.05.16\218 - PUR - 16 BID SPORTING GOODS 2016 RESO.docx


Sealed bids for the purchase of SPORTING GOODS 2016 for the use in the Town of Riverhead, Riverhead, New York will be received at the Office of the Town Clerk, Riverhead Town Hall, 200 Howell Avenue, Riverhead, New York until 2:05 PM on MAY 9th, 2016 at which time they will be publicly opened and read aloud. Specifications may be examined and/or obtained on APRIL 14, 2016 on the Town of Riverhead website at www.townofriverheadny.gov, click on bid requests. Each proposal must be submitted on the form provided in sealed envelope clearly marked SPORTING GOODS 2016. Any and all exceptions to the specifications must be listed on a separate sheet of paper, bearing the designation ‘EXCEPTIONS TO THE SPECIFICATIONS’ and attached to the bid form. The Town board reserves the right and responsibility to reject any or all bids or to waive any formality if it believes such action to be in the best interest of the Town.



Y:\2016 RESOLUTIONS\04.05.16\219 - PUR - printing reso.docx

04.05.2016 160219

TOWN OF RIVERHEAD

Resolution # 219

AUTHORIZATION TO PUBLISH ADVERTISEMENT FOR TOWNWIDE PRINTING 2016 FOR THE TOWN OF RIVERHEAD



WHEREAS, the Town Clerk is authorized to publish and post a notice to bidders for proposals for TOWNWIDE PRINT 2016 for the Town of Riverhead and; WHEREAS, the Town Clerk is hereby authorized to publish and post the following public notice in the APRIL 14, 2016 issue of the News Review. NOW , THEREFORE BE IT, RESOLVED, that all Town Departments may review and obtain a copy of this resolution from the electronic storage device and, if needed, a certified copy of same may be obtained from the Office of the Town Clerk.

THE VOTE




Y:\2016 RESOLUTIONS\04.05.16\219 - PUR - printing reso.docx


Sealed bids for the purchase of TOWNWIDE PRINTING 2016 for the use in the Town of Riverhead will be received at the Office of the Town Clerk, Riverhead Town Hall, at 200 Howell Avenue, Riverhead, New York until 2:10 PM on MAY 9th, 2016 at which time they will be publicly opened and read aloud. Specifications may be examined and/or obtained on APRIL 14, 2016 on the Town of Riverhead website at www.townofriverheadny.gov, click on bid requests. Each proposal must be submitted on the form provided in sealed envelope clearly marked TOWNWIDE PRINTING 2016. Any and all exceptions to the specifications must be listed on a separate sheet of paper, bearing the designation ‘EXCEPTIONS TO THE SPECIFICATIONS’ and attached to the bid form. The Town board reserves the right and responsibility to reject any or all bids or to waive any formality if it believes such action to be in the best interest of the Town.



Rec.Kelly.Call.in.clerk.Schmitt

04.05.2016 160220

TOWN OF RIVERHEAD

Resolution # 220

RATIFIES A CALL-IN CLERK TO THE RECREATION DEPARTMENT



WHEREAS, a Call-In Clerk is needed by the Riverhead Town Recreation Department. NOW THEREFORE BE IT RESOLVED, that effective March 30, 2016 this Town Board hereby ratifies the appointment of Courtney Schmitt to the position of Call-In Clerk to be paid the rate of $14.00 per hour to the Recreation Department and RESOLVED, that all Town Hall Departments may review and obtain a copy of this resolution from the electronic storage device and, if needed, a certified copy of same may be obtained from the Office of the Town Clerk.

THE VOTE




Rec. Liz- Call-In Rec. Bus Driver A. White

04.05.2016 160221

TOWN OF RIVERHEAD

Resolution # 221

APPOINTS A CALL-IN BUS DRIVER TO THE RECREATION DEPARTMENT



WHEREAS, a Call-In Rec Bus Driver is needed by the Riverhead Recreation Department for work in Recreation programs. NOW THEREFORE BE IT RESOLVED, that effective April 5th, 2016,this Town Board hereby appoints Anthony M. White Jr. to the position of Level I Call-In Rec.Bus Driver to be paid the rate of $15.00 per hour to the Recreation Department and RESOLVED, that all Town Hall Departments may review and obtain a copy of this resolution from the electronic storage device and, if needed, a certified copy of same may be obtained from the Office of the Town Clerk.

THE VOTE


Walter Yes No


Y:\2016 RESOLUTIONS\04.05.16\222a - SEW - Reso Auth Co TMDL Upgrade Contracts.docx

04.05.2016 160222

TOWN OF RIVERHEAD

Resolution # 222

APPROVES NO COST CHANGE ORDER FOR ADVANCED WASTEWATER TREATMENT FACILITY TMDL UPGRADE

CONSTRUCTION CONTRACTS – RIVERHEAD SEWER DISTRICT



WHEREAS, by attached letter dated March 30, 2016 H2M Group, consulting engineers to the Riverhead Sewer District, has recommended approval of no cost change order providing for extension of time for four construction contracts for the Advanced Wastewater Treatment Facility TMDL Upgrade.

NOW, THEREFORE, BE IT RESOLVED, that the Town Supervisor be and

hereby is authorized to execute no cost change order for Contract G, Contract P, Contract E and Contract H of the Advanced Wastewater Treatment Facility TMDL Upgrade, and

BE IT FURTHER RESOLVED, that all Town Hall Departments may review and obtain a copy of this resolution from the electronic storage device and if needed, a certified copy of same may be obtained from the Office of the Town Clerk.

THE VOTE




538 Broad Hollow Road, 4th Floor East tel 631.756.8000 Melville, NY 11747 fax 631.694.4122

www.h2m.com

EMAILED

March 30, 2016

Supervisor and Town Board Town of Riverhead 200 Howell Avenue Riverhead, NY 11901-2596

Re: Riverhead Sewer District Advanced Wastewater Treatment Facility TMDL Upgrade

Construction Contracts Time Extension Recommendation CWSRF NYSEFC Project No.: C1-5123-08-00

H2M File No.: RDSD 1401

Dear Supervisor Walter and Town Board:

The four construction contracts let for the above referenced treatment facility upgrade currently have a construction completion date of April 22, 2016. However, the limitations placed on the construction activity by the New York Department of Environmental Conservation mandated that major treatment process conversion work of the contract work that limited the ability of the treatment plant to process wastewater within its current permit levels were only allowed to be performed during the fall and winter months, October thru April. This limitation on major process conversion work also required that once the systems were converted, all new support systems required to operate the converted systems also had to be fully completed and operational in order to meet effluent permit limitations with these new systems allowing the remaining conversion work to be performed outside the NYSDEC interim limits.

The original contracts start date was April 2014 and there was not sufficient time in the first spring and summer to complete the necessary construction work and to secure the required equipment needed to ensure that all required support systems would be completed and operational for converted process systems to be started up within the first series of fall and winter months (2014-2015) in the contract period. The contractors worked diligently to get all construction and systems ready for the next fall and winter season of 2015-2016 to start the conversion work, which had been completed and the first half of the new systems placed online and operational. With these new systems on line and able to meet effluent permit conditions, the contractors are working on the remaining process tanks final conversion work to complete all the construction contract work.

Based on the remaining work to be completed and the experience of completing the first half of the process tank conversion work, it is expected that the construction contract wok will be completed by August 31, 2016.

There are no changes to the contract work to date that have caused an increase to the overall construction contacts cost. The extension of time for this contract work is proposed without any construction contract cost impact. Therefore, this change order would be processed as a no cost change order to the each of the four construction contracts: Contract G – General Construction, RJ Industries Inc.; Contract P - Plumbing Construction, RJ Industries Inc.; Contract E – Electrical Construction, Welsbach Electric Corp.; Contract H – HVAC Construction, Ahrens Associates.

Supervisor Sean Walter and Town Board Advanced Wastewater Treatment Facility TMDL Upgrade Construction Contracts Time Extension Recommendation March 30, 2016 Page 2 of 2

Please feel free to contact me at (631) 756-8000 (x1012) should you have any questions. We will be happy to meet with you to discuss this in detail.

Very truly yours, H2M architects + engineers

Christopher A. Weiss, P.E. Assistant Vice President / Wastewater Engineering

cc: John Dunleavy, Councilman

Jodi Giglio, Councilwoman Tim Hubbard, Councilman James Wooten, Councilman Diane M. Wilhelm, Town Clerk Superintendent Michael P. Reichel Jill Lewis, Deputy Supervisor William J Rothaar, CPA, Financial Administrator Richard A. Ehlers, Esq.

F. Russo, T. Nordberg

X:\RDSD (RIVERHEAD SEWER DISTRICT) - 10805\RDSD1401 TMDL CONSTRUCTION PHASE\04-_CORRESPONDENCE (CLIENT NYSDEC SCDHS)\2016-

0330 TMDL CONTRACTS TIME EXTENSION RECOMMENDATION LTR.DOCX | 2 | PD: 30-MAR-16 |

TA 4-5-16 Adopt Amendments to Chap. 48 Beaches & Recreation Centers

04.05.2016 160223

TOWN OF RIVERHEAD

Resolution # 223

ADOPTS A LOCAL LAW AMENDING CHAPTER 48 ENTITLED “BEACHES AND RECREATION CENTERS” OF THE RIVERHEAD TOWN CODE



WHEREAS, the Town Clerk was authorized to publish and post a public notice to hear all interested persons to consider a local law amending Chapter 48 entitled “Beaches and Recreation Centers” of the Riverhead Town Code; and

WHEREAS, a public hearing was held on the 15th day of March 2016 at 7:00 o’clock p.m. at Riverhead Town Hall, 200 Howell Avenue, Riverhead, New York, the date, time and place specified in said public notice, and all persons wishing to be heard were heard.

NOW THEREFORE BE IT RESOLVED, that a local law amending Chapter 48

entitled “Beaches and Recreation Centers” of the Riverhead Town Code be and is hereby adopted as specified in the attached notice of adoption; and be it further

RESOLVED, that the Town Clerk be and is hereby authorized to publish the attached notice of adoption once in the News Review, the official newspaper, and to post same on the signboard at Town Hall; and be it further

RESOLVED, that all Town Hall Departments may review and obtain a copy of this resolution from the electronic storage device, and if needed, a certified copy of same may be obtained from the Office of the Town Clerk.

THE VOTE





TOWN OF RIVERHEAD NOTICE OF ADOPTION

PLEASE TAKE NOTICE that the Town Board of the Town of Riverhead adopted a local law amending Chapter 48 entitled “Beaches and Recreation Centers”, of the Riverhead Town Code at its meeting held on April 5, 2016. Be it enacted by the Town Board of the Town of Riverhead as follows:

Chapter 48. Beaches and Recreation Centers

§ 48-1. Definitions. RECREATION CENTER OR FACILITY

An indoor or outdoor facility, which may involve large amusement areas, rides, playing fields, courts, arenas, stadiums or halls, designed to accommodate sports and recreational activities and including, by way of example but not by way of limitation, bowling, dancing, ice-skating and roller-skating and outdoor sports, recreational pursuit and athletic competitions generally. This definition shall include gymnasiums, health spas, shooting ranges, docks, boat launch and tennis facilities.

§ 48-7. Application for permit; fee to operate vehicle on Sound Beach. B. Permits shall be issued at a cost of $35 set by the Riverhead Town Board and shall run from January 1 through December 31 annually. The Town Board, by resolution, shall establish the annual fee for a permit to operate a motor vehicle on Sound Beach and determine the period of time a permit shall be valid. The applicant shall furnish the following information: D. The Recreation Department is hereby authorized to issue permits for the use or operation of a motor vehicle on the Long Island Sound beach to a duly organized fishing club. The club must be recognized and approved by the Town Board and certified by the Town Clerk. Said permit shall be issued for a fee of $100 set by the Riverhead Town Board per permit. The duly organized fishing club is authorized to receive permits equal to 10% of its active membership. The permit shall be conspicuously displayed on the dashboard of the motor vehicle being used by a club member. A fishing club permit shall allow parking in spaces provided during the hours of between 6:00 p.m. and 9:00 a.m. at any public bathing beach. A permit issued pursuant to this section shall not authorize the permit holder to park at any other time and, instead, a resident or non-resident parking permit is required for parking at all other times. E. The Recreation Department is hereby authorized to issue parking permits which allow parking in spaces provided during the hours of between 6:00 p.m. and 9:00 a.m. at any public bathing beach to a duly organized fishing club for a fee of $25. A permit issued pursuant to § 48-7D shall authorize the permit holder to park his vehicle at any public bathing beach between the hours of 6:00 p.m. and 9:00 a.m.

http://ecode360.com/print/RI0508?guid=6243241&children=true#6243243

http://ecode360.com/print/6243252#6243252







§ 48-9. Expiration of permit. All permits issued pursuant to this article shall expire on Labor Day of the year stated on the permit. The Town Board, by resolution, shall determine the period of time a permit shall be valid. § 48-12. Licensing of vehicles required Requirement for permit.

§ 48-13. Parking and permits related to use of recreation centers and facilities, parks, playgrounds, public bathing beaches, and dog parks. (1) Parking area at South Jamesport Beach., excluding area designated for use by residents with East Creek Docking Permit (East Creek Docking Facility and commonly referred to as East Creek Marina. (7) (Reserved) Parking area at Miamogue Beach. (10) Parking area at boat launching facility East Creek Boat Launch Facility, located at Peconic Bay Boulevard, South Jamesport (commonly known as South Jamesport Boat Launch). B. Permits. The Recreation Department is hereby authorized to issue a seasonal and daily parking permits for use at any public bathing beach, recreation center, park or playground.; night fishing permits; docking permits; boat launch permits; and permits for dog park and other areas designated for, or approved for, dog/animals. Seasonal parking permits for parking vehicles in the designated parking areas shall be issued as follows: (1) Seasonal resident parking permit. (a) A seasonal parking permit shall be issued to all persons who are qualified residents of the Town of Riverhead,. and it shall run from Memorial Day through Labor Day. The Town Board, by resolution, shall determine the period of time a seasonal parking permit shall be valid. Persons applying for a seasonal resident parking permit will be requested to submit for inspection one of the following as proof of residence: (d) There will be a cost of $10 for a seasonal resident parking permit. The seasonal resident parking permit fee for seniors 60 years of age and older shall be $5. The Town Board, by resolution, shall establish the fees for a resident seasonal parking permit and senior resident seasonal parking permit. (2) Senior citizen/handicapped seasonal resident identification permit (ID permit). The Recreation Department shall issue identification (ID) permits to senior citizens or handicapped residents who do not drive and need someone else to take them to the beach. These cards will grant access to any vehicle as long as the person is a passenger in the car. The card should be left in plain sight when the people leave the vehicle. In order to obtain access to recreation facilities, the senior citizen or handicapped resident must produce picture ID to the attendant. There will be a cost of $5 for the ID permit. The Town Board, by resolution, shall establish the fee for a senior citizen/handicapped resident seasonal identification permit














(3) Nonresident seasonal parking permit. (b) The fee for the issuance of a nonresident seasonal parking permit shall be $150 annually or $75 weekly or $25 daily. The Town Board, by resolution, shall establish the fee for non-resident seasonal parking permit. (c) Daily nonresident seasonal parking permits may be issued for the parking of vehicles, passenger vehicles and buses, at all Town beaches to any person by the attendant on duty at such parking areas. The Town Board, by resolution, shall establish the fee for a daily non-resident seasonal parking permit. (4) South Jamesport Boat Ramp parking permit. The fee for the issuance of a seasonal parking permit shall be $10 annually. C. Night fishing permits. (1) Resident fishing permits for fishing purposes shall be issued by the Riverhead Recreation Department to any vehicle with a valid seasonal parking permit and will entitle the vehicle to remain at the parking areas after 10:00 p.m. The Recreation Department is hereby authorized to issue a resident night fishing permit. Note, this permit is separate and distinct from the fishing club permit issued pursuant to §48-7. The Town Board, by resolution, shall establish the fee and determine the hours and period of time a permit shall be valid. (2) There will be no cost for a resident fishing permit. A resident must have a valid seasonal parking permit to qualify for a resident night fishing permit and possess a valid permit issued by the New York State Department of Environmental Conservation or such agency authorized to issue a New York State fishing permit. D. Dog park permits. (1) Permits for the dog park shall be issued by the Office of the Town Clerk upon proof of a current dog license, rabies vaccine certificate and health certificate. The Recreation Department is hereby authorized to issue a dog park permit and permit relating to dogs/animals in other designated public areas. Note, this permit is separate and distinct from dog licensing requirements set forth in other provisions of the Town Code. All owners shall be required to produce proof of a current dog license, rabies vaccine certificate and health certificate. (2) Fees for the year-round dog park permit are as follows: (a) Resident: $15. (b) Nonresident: $30. (c) Replacement of lost/damaged permit: $10. (d) Amended dog owner permit for each additional dog: $5. The Town Board, by resolution, shall establish the fee and determine the hours and period of time a permit shall be valid.


















E. Boat Launch Permit. (1) The Recreation Department is hereby authorized to issue a resident, non-resident and commercial boat launch permit for use at the East Creek Boat Launch. Note: Launching and recovery of boats/vessels with a motor vehicle shall be prohibited at Reeves Beach, except as may be deemed necessary, from time to time, by authorized Town of Riverhead personnel, including but not limited to lifeguards, police officers or the Bay Constable. In addition, parking of vehicles and/or trailers on the beach at Reeves Beach is prohibited. (2) A resident or non-resident seeking a boat launch permit must be 18 years or older and possess a valid seasonal parking permit to be eligible for a boat launch permit. (3) A resident or non-resident seeking a boat launch permit must provide a description of the boat/vessel make, model, year and registration number. The applicant must produce a valid registration for the boat/vessel evidencing that the applicant is the owner of the boat/vessel. (4) An individual seeking a commercial boat launch permit must provide name, address of company and a description of the trailer and registration number. (5) All resident and non-resident boat launch permits must be affixed to the boat/vessel and commercial boat launch permits must be affixed to the trailer. (6) The Town Board, by resolution, shall establish the fee and determine the hours and period of time a boat launch permit shall be valid. § 48-14. Vehicle restrictions in beach areas. Reserved. No vehicles shall be driven or operated over or upon the beach area nor stand at any public bathing beach between May 15 and September 15, both inclusive, in each year, from 9:00 a.m. to 6:00 p.m., inclusive, as follows: A. Reeves Beach: (1) Launching and recovery of vessels with a motor vehicle shall be prohibited, except as may be deemed necessary, from time to time, by authorized Town of Riverhead personnel, including but not limited to lifeguards, police officers or the Bay Constable. (2) (Reserved) (3) Parking of vehicles and/or trailers on the beach at Reeves Park is hereby prohibited. § 48-18. Dogs and other animals; destruction of property. A. No dogs or domestic animals shall be allowed on any public bathing beach or recreation center except service dogs, therapy dogs, working dogs or detection dogs as set forth in § 58-2B(2) or by permit of the Town Clerk Recreation Department as set forth in § 48-23 or designated dog park as set forth in § 48-24. § 48-20. Hours. A. All public bathing beaches of the Town of Riverhead shall be open only between the hours of sunrise and 10:00 p.m. The Town Board, by resolution, shall establish the hours and period of time a public bathing beach, recreation center, park, playground or dog park shall be open. Note, the Town reserves the right to limit or extend the hours for town sponsored and/or approved programs and in cases of emergency. B. All parks and recreation centers shall be open only between the hours of sunrise and sunset unless a town-sanctioned program is in progress.
















§ 48-23. Animals. No person owning or being custodian of any animal shall cause or permit such animal to enter any area designated as public bathing beach, recreation center or facility, park, or playground unless authorized by permit issued by the Town Clerk Recreation Department. Except as set forth in § 48-24, an owner or custodian of any animal who is issued a permit by the Town Clerk Recreation Department as set forth in Chapter 58 granting permission to enter the public bathing beach, recreation center, park or playground with an animal shall be required to keep the animal on a leash and restrained not more than six feet in length from the owner or custodian at all times and shall not permit the animal to defecate or urinate in the vicinity of other persons. If an animal defecates in any public bathing beach, recreation center or facility, park, or playground, the owner shall immediately collect the feces and remove it from the public bathing beach, recreation center or facility, park, or playground. § 48-24. Dog park. C. No dog shall be permitted to enter a Town-designated dog park without the owner obtaining the required permit from the Town Clerk’s Office Recreation Department.

Overstrike represents deletion(s) Underscore represents addition(s) Dated: Riverhead, New York April 5, 2016 BY ORDER OF THE TOWN BOARD OF THE TOWN OF RIVERHEAD DIANE M. WILHELM, TOWN CLERK





TA 4-5-16 Adopt Amendments to Chap. 56 Docks & Wharves

04.05.2016 160224

TOWN OF RIVERHEAD

Resolution # 224

ADOPTS A LOCAL LAW AMENDING CHAPTER 56 ENTITLED “DOCKS AND WHARVES” OF THE RIVERHEAD TOWN CODE



WHEREAS, the Town Clerk was authorized to publish and post a public notice to hear all interested persons to consider a local law amending Chapter 56 entitled “Docks and Wharves” of the Riverhead Town Code; and


NOW THEREFORE BE IT RESOLVED, that a local law amending Chapter 56

entitled “Docks and Wharves” of the Riverhead Town Code be and is hereby adopted as specified in the attached notice of adoption; and be it further



THE VOTE






PLEASE TAKE NOTICE that the Town Board of the Town of Riverhead adopted a local law amending Chapter 56 entitled “Docks and Wharves”, of the Riverhead Town Code at its meeting held on March 15, 2016. Be it enacted by the Town Board of the Town of Riverhead as follows:

Chapter 56. Docks and Wharves

§ 56-2. Daily period of use limited. Transient or daily use.

No person shall use any portion of said town dock for the purpose set forth in § 56-1 for a longer period than 24 hours, said period of 24 hours beginning at 6:00 a.m., Eastern standard daylight and savings time, each day unless they conform to the fees collected for overnight transient dockage. A permit is not required for use of a Town dock to receive or discharge passengers or short term transient docking defined as docking for a period of time less than three hours between 6:00 a.m. and 9:00 p.m. or at such times established by resolution of the Town Board subject to the regulations set forth in Chapter A113. All residents and non-residents must obtain a permit from the Town of Riverhead Recreation Department for daily or overnight docking available at the Riverfront Dock and East Creek Boat Launch Facility. Note, the Town of Riverhead reserves the right to limit the period of time any boat/vessel remains docked at any town dock.

§ 56-3. Penalties for offenses. A violation of this chapter shall constitute a misdemeanor and shall be punishable by a fine of not exceeding $10 for the first offense and by a fine of not exceeding $25 for each subsequent offense. A. All boats docked at a Town dock without a permit issued by the Town of Riverhead and/or in violation of the provisions of this Chapter or Chapter 113 A will be fined $10.00 per foot per day. The length of boat will be determined by the registration documents issued by the New York State Department of Motor Vehicles, such other governmental agency authorized to issue registration documents for the boat/vessel or by measurement of the boat/vessel. Boats docked without a permit for more than a week may be removed/impounded and the owner shall be responsible for all costs related to removal/impoundment and any and all other costs, including storage. B. Any person launching or utilizing the boat launch/ramp at East Creek Boat Launch Facility without a boat launch permit will be fined $100.00 per occurrence. C. Any person(s) failing to affix a permit to the boat/vessel or vehicle as required by this Chapter or such other applicable Chapters of the Town Code, including but not limited to Chapter 48 and Chapter A113, shall be fined $100.00 per occurrence, per day, that said boat/vessel or vehicle continues to remain at dock and/or parking facility.


http://ecode360.com/6243579#6243579






TA 4-5-16 Adopt Amendments to Chap. A113 Docking Facility Regulations

04.05.2016 160225

TOWN OF RIVERHEAD

Resolution # 225

ADOPTS A LOCAL LAW AMENDING CHAPTER A113 ENTITLED “DOCKING FACILITY REGULATIONS” OF THE RIVERHEAD TOWN CODE



WHEREAS, the Town Clerk was authorized to publish and post a public notice to hear all interested persons to consider a local law amending Chapter A113 entitled “Docking Facility Regulations” of the Riverhead Town Code; and


NOW THEREFORE BE IT RESOLVED, that a local law amending Chapter A113

entitled “Docking Facility Regulations” of the Riverhead Town Code be and is hereby adopted as specified in the attached notice of adoption; and be it further



THE VOTE






PLEASE TAKE NOTICE that the Town Board of the Town of Riverhead adopted a local law amending Chapter A113 entitled “Docking Facility Regulations”, of the Riverhead Town Code at its meeting held on April 5, 2016. Be it enacted by the Town Board of the Town of Riverhead as follows:

Chapter A113. Docking Facility Regulations

§ A113-1. General provisions. B. The "East Creek Docking Facility" shall be defined as the dockage located adjacent to the Town Beach at East Creek, Jamesport. C. The East Creek Boat Launching Facility Docks off Peconic Bay Boulevard, Jamesport, shall be defined as the floating docks, bulkheads, and the pump-out station adjacent to the launch ramps and the floating dock and associated bulkheads at the north side of the facility. D. All motor vehicles parked in the parking lot of the East Creek Docking Facility or the East Creek Boat Launching Facility in Jamesport must have a Riverhead parking permit sticker. E. All vessels docked at the East Creek Docking Facility in Jamesport must have a Riverhead docking permit sticker affixed to their vessel. B. The "East Creek Docking Facility" (also known and referred to as the East Creek Marina) shall be defined as the dockage located adjacent to the Town Beach at East Creek, Jamesport (also known and referred to as South Jamesport Beach). C. The East Creek Boat Launching Facility Docks (also known and referred to as East Creek Boat Launch Facility and South Jamesport Boat Ramp) located off Peconic Bay Boulevard, South Jamesport, shall be defined as the boat ramp, floating docks, bulkheads, and the pump-out station adjacent to the launch ramps.

§ A113-2. License required; regulations;fees. Docking permits.

A. All residents and nonresidents must have a license and/or docking permit to dock at any Town docking facility.

B. Transient docking is permitted only at the Riverfront Docking Facility and the East Creek Boat Launching Facility.

C. Seasonal docking is permitted only at the East Creek Docking Facility to boaters who have obtained a Riverhead docking license from the Recreation Department. D. The Town Clerk shall be authorized to collect all transient docking fees and distribute the docking permit sticker.





http://ecode360.com/6251886#6251886

http://ecode360.com/6251887#6251887







E. The Recreation Department shall be authorized to collect all fees and distribute permits in accordance with an approved docking license. F. No license shall be issued to anyone under the age of 18. G. Licenses and permits are nontransferable. H. The East Creek Docking Facility season shall be from April 1 to November 15. I. No transient vessel shall be permitted to dock overnight without prior approval from the Recreation Department. (See Chapter 56, Docks and Wharves). J. The Town Board shall establish fees each year for seasonal docking. K. All vessels docked at Town facilities shall comply with Riverhead Town Code Chapters 48 and 106, and all applicable U.S. Coast Guard rules and regulations, including inspections, if any. A. A permit is not required for short term transient docking (short term transient docking shall be no longer than three hours) between the hours of 6:00 a.m. and 9:00 p.m., or as otherwise established by resolution of the Town Board, at the Riverfront Docking Facility. All residents and non-residents must obtain a permit from the Town of Riverhead Recreation Department for transient daily (more than three hours) and overnight docking. Note, the Town of Riverhead reserves the right to limit the period of time any vessel remains docked at the Riverfront Docking Facility. B. (1) A permit is required to use the launch/ramp at East Creek Boat Launch Facility. The boat launch permit must be affixed to the vessel. (2) A permit is not required for short term transient docking (short term transient docking shall be no longer than three hours) between the hours of 6:00 a.m. and 9:00 p.m., or as otherwise established by resolution of the Town Board, at the East Creek Boat Launch Facility (i.e. a tie-up along the bulkhead after launching vessel with boat launch permit affixed to vessel). All residents and non-residents must obtain a permit from the Town of Riverhead Recreation Department for transient daily (more than three hours) and overnight docking. Note, the Town of Riverhead reserves the right to limit the period of time any vessel remains docked at the East Creek Boat Launch Facility. C. All residents must obtain an East Creek Docking Facility seasonal docking permit to dock any vessel at the East Creek Docking Facility and the seasonal docking permit must be affixed to the vessel. D. All residents and non-residents seeking a permit as described above (A113-2 (A) (B)(1)(2) and (C) must be 18 years or older to be eligible to obtain a permit to use the docking or ramp facilities described above.














E. A permit, be it a boat launch permit, transient docking, seasonal docking or seasonal parking permit, is not transferable and must be affixed to the vessel or vehicle. A permit may not be duplicated or copied and any such duplication or copy of a permit shall be deemed invalid and all penalty provisions of this Chapter shall apply to any vehicle or vessel in violation of the permit requirements. F. All vessels docked at Town facilities shall comply with Riverhead Town Code Chapters 48, 64 and 106, all applicable U.S. Coast Guard rules and regulations, including inspections (if any) and, to the extent applicable, Town of Riverhead Docking Agreement.

§ A113-3. Waste and debris. No owner or other person in charge of any boat, vessel or other watercraft shall empty, clean out, pump out or otherwise discharge water or waste material from the bilge holding tank(s) or toilets thereof into the waters.

§ A113-3. Vehicle Parking.

A. Parking at Riverfront Docking Facility All motor vehicles parking in the vicinity of the Riverfront Docking Facility, including Riverfront Drive, McDermott Avenue, and parking lot areas shall not require a seasonal parking permit however all motor vehicles shall adhere to all parking restrictions and regulations set forth in Chapter 101. B. Parking at East Creek Boat Launch Facility All motor vehicles parked in the parking lot of the East Creek Boat Launch Facility (also known and referred to as the South Jamesport Boat Ramp) must have a seasonal parking permit issued by the Town of Riverhead Recreation Department as set forth in Chapter 48. C. Parking at East Creek Docking Facility All motor vehicles parked in the parking lot of the East Creek Docking Facility must have a seasonal “East Creek Docking Facility” parking permit issued by the Town of Riverhead Recreation Department. Note, each holder of an East Creek Docking Facility seasonal docking permit shall be issued one East Creek Docking Facility parking permit and may obtain one guest seasonal parking permit for an additional fee. The East Creek Docking seasonal parking permit and guest permit is only valid for parking within that portion of East Creek Town Beach located in South Jamesport segregated as and for parking associated with the East Creek Docking Facility and a seasonal parking permit shall be required for parking of motor vehicles in all other areas designated as a parking-by permit only, including the parking area for the East Creek Town Beach as set forth in Chapter 48. § A113-4. Rights of Town Board. A. The Town Board or its representative can ask any vessel to leave the dock if that vessel is causing damage to persons or property.








B. Any representative of the Town Board shall have the right to board any boat in order to secure it or prevent it from bumping into or scraping other boats moored at any Town docking facility.

§ A113-4 Fees for transient docking, seasonal docking and seasonal parking permits. A. The Town Board shall establish fees each year for transient docking, seasonal docking and seasonal parking for residents and non-residents. B. The Recreation Department shall be authorized to collect all fees and distribute permits in accordance with an approved transient and seasonal docking permit and seasonal parking permit. The Town Board, by resolution, shall establish the period of time the seasonal permit, be it docking or parking, shall be valid for during the year such permit is issued.

§ A113-5. Mooring; tying; owner responsibility. A. Dinghies, rowboats, floats or any small craft, capable of being stored on a vessel and less than 12’ in length, which are usually tied to the stern of a larger boat, are not permitted, except when firmly secured to the upper deck of the accompanying boat or placed in the davits, typically used to support, raise and lower which are usually provided for on such boats. Dinghies, rowboats, floats or any small craft shall never be permitted to be located on the dock or at any boat slip overnight. Notwithstanding the above, the Town of Riverhead reserves the right to issue permits for overnight docking for such boats and all provisions of § A113-2 shall be made applicable to such permit. B. License holders are responsible for the appearance of the boat and docks in front of or adjacent to their berth. Any damage to the docks, pilings, bulkhead or neighboring boats is the boat owner's responsibility.

§ A113-6. Prohibited acts. A. Swimming is prohibited in the waters surrounding all Town docking facilities. B. No boat shall be operated at a speed greater than five miles per hour nor create a dangerous wake at any Town docking facility pursuant to § 106-8C.

C. No unleashed animals are permitted at any Town Docking Facility. No owner or other person in charge of any boat, vessel or other watercraft shall empty, clean out, pump out or otherwise discharge water or waste material from the bilge holding tank(s) or toilets thereof into the waters. D. No unleashed animals are permitted at any Town Docking facility. All owners and/or custodians shall be required to keep the animal on a leash and restrained not more than six feet in length from the owner or custodian at all times and shall not permit the animal










to defecate or urinate in the vicinity of other persons. If an animal defecates the owner shall immediately collect the feces and remove it.

§ A113-8. Penalties for offenses. A. All boats docked at a Town dock without a permit issued by the Town of Riverhead and/or in violation of the provisions of this Chapter or Chapter 56. A will be fined $10 per foot per day. The length of boat will be determined by the registration documents issued by the New York State Department of Motor Vehicles, such other governmental agency authorized to issue registration documents for the vessel or by measurement. Boats at the docking facilities without a Riverhead Town license and/or permits will be fined $10 per foot per day. Boats docked without a license and/or permits for more than a week may be removed/impounded at the owner’s expense. and the owner shall be responsible for all costs related to removal/impoundment and any and all other costs, including storage. B. Vehicles that launch boats at the Town boat launch ramp without a parking permit will be fined $100 per occurrence. Any individual who launches a boat at the East Creek Boat Launch Facility without a boat launch permit will be fined $100 per occurrence. C. The Town Board can revoke the license or permit of any person for any violation of these rules. Any person(s) failing to affix a permit to the vessel or vehicle as set forth in A113-2, with the exception of a guest parking permit, shall be fined $100.00 per occurrence/day and $100.00 per day for each day that said vessel or vehicle continues to remain at dock and/or parking facility without the proper permit affixed to the vessel or vehicle. D. Except as set forth in A113.8(a)(b)(c) or as otherwise set forth in Chapter 48, 64, 106 or in the Town of Riverhead Docking Agreement, any person violating any provisions of this Chapter shall be fined $100.00 per day.







TA 4-5-16 Awards Bid for Purchase of 2005-2010 Used Mack Granite Truck for Highway Department

04.05.2016 160226

TOWN OF RIVERHEAD

Resolution # 226

AWARDS BID FOR THE PURCHASE OF 2005-2010 USED MACK GRANITE TRUCK MODEL CV713 WITH ROLL-OFF CABLE HOIST OR EQUIVALENT



WHEREAS, the Town Board, by Resolution #148 adopted on March 1, 2016, authorized the Town Clerk to publish and post a notice to bidders for sealed bids for the purchase of 2005-2010 Used Mack Granite Truck Model CV713 with Roll-Off Cable Hoist or Equivalent; and

WHEREAS, one (1) bid was received, opened and read aloud on the 21st day of

March, 2016 at 11:00 a.m. at Town Hall, 200 Howell Avenue, Riverhead, New York, the date, time and place given in the Notice to Bidders; and

WHEREAS, the Town Highway Superintendent did review the bid in the amount

of $75,000.00 from Gabrielli Truck Sales.

NOW THEREFORE BE IT RESOLVED, that the Town Board hereby awards the bid for the purchase of 2005-2010 Used Mack Granite Truck Model CV713 with Roll-Off Cable Hoist or Equivalent to Gabrielli Truck Sales in the amount of $75,000.00 and be it further

RESOLVED, that the Town Clerk is hereby directed to forward a copy of this

resolution to Gabrielli Truck Sales, 3200 Horseblock Road, Medford, NY 11763, George Woodson, Highway Superintendent, and the Office of Accounting; and be it further


this resolution from the electronic storage device and, if needed, a copy of same may be obtained from the Office of the Town Clerk.

THE VOTE




TA 4-5-16 Authorize PAL Boys Lacrosse Referees 2016

04.05.2016 160227

TOWN OF RIVERHEAD

Resolution # 227

AUTHORIZES SUPERVISOR TO EXECUTE AGREEMENT WITH SUFFOLK YOUTH LACROSSE OFFICIALS ASSOCIATION (SYLOA) FOR REFEREE/UMPIRE

SERVICES FOR TOWN OF RIVERHEAD POLICE ATHLETIC LEAGUE BOYS LACROSSE PROGRAM GRADES 3-8 FOR 2016 CALENDAR YEAR



WHEREAS, the Town of Riverhead Police Athletic League is a non-profit organization that provides organized sports programs, activities, and education for children ages 5-13 designed with the intent of giving children healthy social and behavioral skills and the goal to reduce their susceptibility to gang involvement, alcohol and drug use and delinquency; and

WHEREAS, the Suffolk Youth Lacrosse Officials Association (SYLOA) provides professional officials to referee games; and,

WHEREAS, the Suffolk Youth Lacrosse Officials Association has offered to provide professional officials to referee games for the 2016 Boys Lacrosse program offered to boys in Riverhead as part of and affiliated with the Town of Riverhead Police Athletic League.

NOW THEREFORE BE IT RESOLVED, that the Town Board authorizes the

Supervisor to enter into an agreement with Suffolk Youth Lacrosse Officials Association for referee services for 2016 Boys Lacrosse program as part of and affiliated with the Town of Riverhead Police Athletic League in an amount not to exceed $3360.00; and

BE IT FURTHER RESOLVED, that the Town Clerk be and is hereby authorized to forward a copy of this resolution to the Town Accounting Department; and

BE IT FURTHER RESOLVED, that all Town Hall Departments may review and

obtain a copy of this resolution from the electronic storage device, and if needed, a certified copy of the same may be obtained from the office of the Town Clerk.

THE VOTE


Walter Yes No


AGREEMENT BETWEEN TOWN OF RIVERHEAD ON BEHALF OF TOWN OF RIVERHEAD POLICE ATHLETIC LEAGUE AND SUFFOLK YOUTH LACROSSE OFFICIALS ASSOCIATION

THIS AGREEMENT made and entered into this day of , 2016, by and between the Town of Riverhead, a municipal corporation duly existing under the laws of the State of New York, (hereinafter referred to as the "Town”), with its principal place of business located at 200 Howell Avenue, Riverhead, NY and Suffolk Youth Lacrosse Officials Association, having an address at 189 Hidden Pond Path, Wading River, NY 11792.

WHEREAS, the Town of Riverhead Police Athletic League is a non-profit organization that provides organized sports programs, activities, and education for children ages 5-13 designed with the intent of giving children healthy social and behavioral skills and the goal to reduce their susceptibility to gang involvement, alcohol and drug use and delinquency; and

WHEREAS, the Suffolk Youth Lacrosse Officials Association provides professional officials to referee games; and,

WHEREAS, the Suffolk Youth Lacrosse Officials Association has offered to provide professional officials to referee games for the 2016 Boys Lacrosse program offered to boys Grades 3-8 in Riverhead that are part of and affiliated with the Town of Riverhead Police Athletic League; and

WHEREAS, by Resolution #______ adopted on April 5, 2016, the Town Board authorized the Supervisor to enter into an agreement with Suffolk Youth Lacrosse Officials Association for referee services for 2016 Boys Lacrosse program as part of and affiliated with the Town of Riverhead Police Athletic League in an amount not to exceed $3360.00.

NOW THEREFORE, in consideration of the mutual covenants and agreements herein, the parties agree as follows: SECTION 1. Purpose: The purpose of this Agreement is to contract with Suffolk Youth Lacrosse Officials Association to provide and arrange for officiating services for the boys lacrosse program as part of and affiliated with the Town of Riverhead Police Athletic League to increase the public health, safety, and quality of life for the youth of the Town of Riverhead. The extent of the Town's payment for services hereunder to Suffolk Youth Lacrosse Officials Association is intended to provide social and recreational programs and services that enable youth, especially from poor or otherwise disadvantaged family backgrounds, to participate in these healthy and productive programs to reduce crime and increase youth opportunities for productive activities within the community. SECTION 2. Scope of Work: Suffolk Youth Lacrosse Officials Association shall provide and arrange for officiating services for the 2016 Boys Lacrosse program offered to the youth of Riverhead as part of and affiliated with the Town of Riverhead Police Athletic League.

2

SECTION 3. Duration of Contract: The term of this agreement shall commence on , 2016 and expire at the end of the 2016 Town of Riverhead Police Athletic League Lacrosse season. SECTION 4. Consideration: As consideration for the services provided, as specified in Paragraph 2, the Town will reimburse or provide *payment to the Suffolk Youth Lacrosse Officials Association for a sum of money not to exceed $3360.00 for 2016 Boys Lacrosse for 2016 Lacrosse Program to provide and arrange for officiating services for said program(s) that are part of and affiliated with the Town of Riverhead Police Athletic League during the contract period. Suffolk Youth Lacrosse Officials Association may submit vouchers seeking payment or reimbursement for monies spent on officiating services on a biweekly or monthly basis during the contract period. *To the extent that Suffolk Youth Lacrosse Officials Association seeks payment prior to completion of officiating services, Suffolk Youth Lacrosse Officials Association shall be required to provide the Town with documentation to substantiate costs related to such services within 60 days. It is agree and understood that consideration is limited to payment or reimbursement of monies/costs related to officiating services and no additional costs, charges, or fees are permitted under this agreement. SECTION 5. Relationship: The Town and Suffolk Youth Lacrosse Officials Association intend that an independent contractual relationship be created by this contract. The Suffolk Youth Lacrosse Officials Association is not considered to be an employee of the Town for any purpose and neither the Suffolk Youth Lacrosse Officials Association nor any employee of the Suffolk Youth Lacrosse Officials Association shall be entitled to any of the benefits the Town provides for the Town’s employees, including, but no limited to, health insurance, sick or annual leave, or workers compensation. The Suffolk Youth Lacrosse Officials Association specifically represents and stipulates that the Suffolk Youth Lacrosse Officials Association is engaged in the business of providing the services set forth in this contract, whether or not for profit, and that the Suffolk Youth Lacrosse Officials Association is fully registered and legally authorized to conduct such business, and pays all necessary taxes and assessments levied against such business. The terms of this agreement are not intended to create any duties, obligations or liabilities to any third parties. Neither party intends this agreement to create any third-party beneficiaries to this agreement. SECTION 6. Suspension, Termination, and Close Out: If the Suffolk Youth Lacrosse Officials Association fails to comply with the terms and conditions of this contract, the Town may pursue such remedies as are legally available, including, but not limited to, the suspension or termination of this contract. SECTION 7. Changes, Amendment, Modifications: The Town and Suffolk Youth Lacrosse Officials Association may, agree from time to time, to

3

change or modify the Scope of Work to be performed hereunder. Any such change, amendment or modification shall be in writing and signed by all parties. SECTION 8. Assignability: The Suffolk Youth Lacrosse Officials Association shall not assign any interest on this contract and shall not transfer any interest on the contract without prior written consent of the Town. SECTION 9. Reports and Information: The Suffolk Youth Lacrosse Officials Association at such times as and in such form as the Town may require, shall furnish the Town such periodic reports, including an accounting for the expenditures of Town funds, as it may request pertaining to the work of services undertaken pursuant to the contract, the costs and obligations incurred or to be incurred in connection therewith, and any other matters covered by this contract. SECTION 10. Liability and Indemnification: The Suffolk Youth Lacrosse Officials Association agrees to hold the Town harmless and shall indemnify and defend all claims, demands, or suits of law or equity arising from the negligent or intentionally wrongful actions or omissions of the Suffolk Youth Lacrosse Officials Association officials or agents in providing the services called for under this agreement. SECTION 11. Severability: If any portion of this Agreement is held to be invalid or unenforceable for any reason, such holding shall not affect the validity or enforceability of any of the remaining portion. IN WITNESS WHEREOF, the Town and the Suffolk Youth Lacrosse Officials Association have executed this contract agreement as of the date and year last written below: Town of Riverhead _____________________________________ __________________________________ Sean M. Walter, Supervisor Date Attest: _____________________________________ __________________________________ Town Clerk Town Attorney Suffolk Youth Lacrosse Officials Association _____________________________________ ___________________________________ Date

Y:\2016 RESOLUTIONS\04.05.16\228 - TA - 101-3stopsignGrummanBurman ado.doc

04.05.2016 160228

TOWN OF RIVERHEAD

Resolution # 228

ADOPTS A LOCAL LAW TO AMEND CHAPTER 101 ENTITLED “VEHICLES & TRAFFIC” OF THE RIVERHEAD TOWN CODE

(§101-3. Stop and yield intersections; railroad crossings; parking fields. (Burman Blvd. intersecting with Grumman Blvd., Calverton)


which was seconded by Drop Down for Councilperson

WHEREAS, the Town Clerk was authorized to publish and post a public notice to hear all interested persons to consider a local law amending Chapter 101 entitled, "Vehicles & Traffic” of the Riverhead Town Code; and

WHEREAS, a public hearing was held on the 1st day of March, 2016 at 2:10 o'clock p.m. at Riverhead Town Hall, 200 Howell Avenue, Riverhead, New York, the date, time and place specified in said public notice, and all persons wishing to be heard were heard.

NOW THEREFORE BE IT RESOLVED, that the local law amending Chapter 101 entitled, "Vehicles & Traffic" of the Riverhead Town Code is hereby adopted as specified in the attached notice of adoption; and be it further

RESOLVED, that the Town Clerk is hereby authorized to publish the attached notice of adoption once in the News-Review Newspaper and to post same on the signboard at Town Hall; and be it further

RESOLVED, that all Town Hall Departments may review and obtain a copy of this resolution from the electronic storage device and, if needed, a copy of same may be obtained from the Office of the Town Clerk.

THE VOTE




Y:\2016 RESOLUTIONS\04.05.16\228 - TA - 101-3stopsignGrummanBurman ado.doc


PLEASE TAKE NOTICE, that the Town Board of the Town of Riverhead

adopted a local law amending Chapter 101 entitled, "Vehicles & Traffic" of the Riverhead Town Code at its regular meeting held on April 5, 2016.

Be it enacted by the Town Board of the Town of Riverhead as follows:

Chapter 101

VEHICLES AND TRAFFIC ARTICLE III

Traffic Regulations

§ 101-3. Stop and yield intersections; railroad crossings; parking fields. A. Stop intersections. The following intersections are designated as stop intersections,

and stop signs shall be erected at such intersections as follows: Intersection Stop Sign On Entrance From Grumman Boulevard & Burman Boulevard North Burman Boulevard

• Underline represents addition(s) Dated: Riverhead, New York April 5, 2016


DIANE M. WILHELM, Town Clerk

Y:\2016 RESOLUTIONS\04.05.16\229 - TA - 101-10NoParkingSoundAve CR ado.doc

04.05.2016 160229

TOWN OF RIVERHEAD

Resolution # 229

ADOPTS A LOCAL LAW TO AMEND CHAPTER 101 ENTITLED “VEHICLES & TRAFFIC” OF THE RIVERHEAD TOWN CODE

(§101-10. Parking prohibited. – Sound Avenue & CR 105)



WHEREAS, the Town Clerk was authorized to publish and post a public notice to hear all interested persons to consider a local law amending Chapter 101 entitled, "Vehicles & Traffic” of the Riverhead Town Code; and

WHEREAS, a public hearing was held on the 1st day of March, 2016 at 2:05 o'clock p.m. at Riverhead Town Hall, 200 Howell Avenue, Riverhead, New York, the date, time and place specified in said public notice, and all persons wishing to be heard were heard.

NOW THEREFORE BE IT RESOLVED, that the local law amending Chapter

101 entitled, "Vehicles & Traffic" of the Riverhead Town Code is hereby adopted as specified in the attached notice of adoption; and be it further

RESOLVED, that the Town Clerk is hereby authorized to publish the attached notice of adoption once in the News-Review newspaper and to post same on the signboard at Town Hall; and be it further



THE VOTE




Y:\2016 RESOLUTIONS\04.05.16\229 - TA - 101-10NoParkingSoundAve CR ado.doc


PLEASE TAKE NOTICE, that the Town Board of the Town of Riverhead

adopted a local law amending Chapter 101 entitled, “Vehicles & Traffic" of the Riverhead Town Code at its regular meeting held on April 5, 2016. Be it enacted by the Town Board of the Town of Riverhead as follows:

Chapter 101

VEHICLES AND TRAFFIC ARTICLE V

Parking, Standing and Stopping

§ 101-10. Parking prohibited. The parking of vehicles is hereby prohibited in the locations as follows: Name of Street Side Location Sound Avenue South From its intersection with C.R. 105 continuing in an easterly direction for a distance of 400 feet

• Underline represents addition(s) • Overstrike represents deletion(s)

Dated: Riverhead, New York April 5, 2016


DIANE M. WILHELM, Town Clerk

TA 4-5-16 Authorize SWPPP Review Services-D & B Engineers and Architects, P.C.

04.05.2016 160230

TOWN OF RIVERHEAD

Resolution # 230

AUTHORIZES THE SUPERVISOR TO EXECUTE AN AGREEMENT WITH D & B ENGINEERS AND ARCHITECTS, P.C.



WHEREAS, the Town of Riverhead is desirous of retaining the services of an engineering and consultant firm for professional engineering, consulting and technical services in connection with administration of a portion of the Town’s storm water management program, specifically storm water pollution prevention plan review regarding construction activities; and

WHEREAS, D & B Engineers and Architects, P.C., is ready, willing and able to provide such services as desired by the Town of Riverhead pursuant to a fee schedule delineated in the attached proposed agreement.

NOW THEREFORE BE IT RESOLVED, that the Supervisor is hereby authorized to execute the attached Agreement with D & B Engineers and Architects, P.C., regarding storm water pollution prevention plan review services regarding construction activities pursuant to a fee schedule delineated in the attached proposed agreement; and be it further

RESOLVED, that the Town Clerk is hereby directed to forward a copy of this resolution to Steven M. Cabrera, D & B Engineers and Architects, P.C., 330 Crossways Park Drive, Woodbury, New York, 11797; Drew Dillingham, Town Engineering Department; Bill Rothaar, Town Financial Administrator; and the Office of the Town Attorney; and be it further


THE VOTE




1

CONSULTANT/PROFESSIONAL SERVICES AGREEMENT

THE TOWN OF RIVERHEAD

AND

D & B ENGINEERS AND ARCHITECTS, P.C.

AGREEMENT made this day of , 2016, between the TOWN OF

RIVERHEAD, with its principal offices at 200 Howell Avenue, Riverhead, New York,

11901, (hereinafter referred to as 'Town"), and D & B ENGINEERS AND ARCHITECTS,

P.C., with principal offices at 330 Crossways Park Drive, Woodbury, New York 11797

(hereinafter referred to as "Engineer/Consultant”).

WITNESSETH:

WHEREAS, pursuant to Town Board Resolution no. 824-2012, dated October 16,

2012, the Town of Riverhead was desirous of retaining the services of the

Engineer/Consultant for professional engineering, consulting and technical assistance in

connection with administration of a portion of the Town’s Storm Water Management

Program, specifically storm water pollution prevention plan review, and with services set

forth herein which will also be delineated in a Town Requisition/Purchase Order or Scope

of Work as approved in writing by the Town (herein referred to as “RPO” or "Scope of

Work").

NOW, THEREFORE, in consideration of the covenants and agreements herein

contained, to be performed by the parties hereto, and of the payments hereinafter agreed to

be made, it is mutually agreed as follows:

1. TERM OF AGREEMENT

The term of this Agreement shall be effective and deemed commencing on

January 1, 2016, and terminating on December 31, 2016. This Agreement may be

renewed, on the same terms and conditions, for a one year period as required for the

completion of professional services as authorized pursuant to written consent of all parties.

2

2. SCOPE OF SERVICES

The Engineer/ Consultant shall provide all required engineering, consultant and

technical services ON A NON-EXCLUSIVE BASIS, in connection with a portion of the

Town’s Storm Water Management Program, specifically storm water pollution prevention

plan review, for those construction activities requiring same, as follows, and as will be set

forth in an RPO or authorized Scope of Work:

A. The Engineer/Consultant shall undertake review of subject storm water pollution

prevention plans upon receipt from the Town Engineer/Storm Water Management Officer

and render appropriate and necessary directives concerning same. Services shall include,

but not be limited to:

Project management; attendance at all meetings including individual departments;

providing all necessary information; analyses; data; investigation; reports; correspondence;

support documentation; recommendations; preliminary reports and/or design; final reports

and/or final design; clarifications, interpretations and review and analysis of bid

submissions, if applicable; construction supervision and status reports of construction;

drawings and reports in electronic form such as CADD and word processing; and providing

technical assistance and qualified technical personnel for supplementation of Town

departmental staffs when required. Engineer/Consultant shall provide its services in a

timely manner.

B. Engineer/Consultant warrants, represents, agrees and declares that Engineer/

Consultant and its subordinates possesses the education, knowledge, training and

experience to administer and implement a portion of the Town’s Storm Water Management

Program, specifically storm water pollution prevention plan review, processing and

implementation, pursuant to the Town of Riverhead’s statutory and legal obligations as

contained in the Federal Clean Water Act, section 402, et seq.; Article 17, Titles 7, 8 and

Article 70 of the NYS Environmental Conservation Law; New York’s State Pollutant

3

Discharge Elimination System (SPDES), as authorized pursuant to Permit No. GP-0-15-

003, effective May 1, 2015 (and second modification effective January 13, 2016),

expiration April 30, 2017, and any subsequent amendments thereto; and Riverhead Town

Code Chapters 109 and 110 and sections 108-95 and 108-129. Engineer/Consultant

acknowledges, agrees and understands that the Town has relied on Engineer/Consultant’s

representations contained within this paragraph in awarding this Agreement to

Engineer/Consultant.

C. The Town shall have the right to modify the services, specifications and

time delivery requirements specified in the RPO or specified in the authorized Scope of

Work submission, including any timeframe set forth in any Schedule, subject to reasonable

notice to Engineer/Consultant.

D. Engineer /Consultant further represents, warrants and agrees that

Engineer/Consultant has read, is fully familiar with, and agrees to implement Stormwater

Pollution Prevention Plan review in compliance with the following documents which are

material terms of this Agreement, and acknowledged by all parties to have been previously

provided in the original agreement dated October 16, 2012, and incorporated by reference

as if recited in their entirely herein:

1) Schedule 1: Storm Water Pollution Prevention Plan Review Instructions

2) Schedule 2: Compliance Inspection Review Procedure

3) Schedule 3: Storm Water Management Plan Preparation and Review Checklist

4) Schedule 4: Erosion and Sediment Control Plan Review Checklist

E. All project schedules and deadlines, as established and accepted by the Town,

shall set forth in specificity the dates, task components, timeframes and deliverable dates of

completion, for each specific component of the project.

F. At the request of Town personnel, the Engineer/Consultant shall submit a project

proposal detailing the scope of services to be provided, the milestones and dates for

completion, the maximum estimated cost of the services provided for the project at an

4

authorized hourly rate pursuant to an approved RPO or written statement as to the

maximum fee for a specific project (lump sum) including milestones or portions thereof

pursuant to an approved RPO. No work is to be undertaken by the Engineer/Consultant until

the Engineer/Consultant receives a fully executed Professional Services Requisition Form

approved by the Engineering Department, the Finance Department and the Deputy

Supervisor.

3. PROFESSIONAL SERVICES

A. The Engineer/Consultant and Town agree that Kenneth J. Pritchard, P.E., an

employee with Engineer/Consultant shall be the individual directly performing or directly

providing supervision and overseeing the scope of services. At the request of the Town, the

Engineer/Consultant shall submit a list of other technical personnel providing services in

connection with the project.

B. The Engineer/Consultant warrants and represents that the final product will

substantially conform and be performed in accordance with the services identified in the

RPO or approved Scope of Work to the satisfaction of the Town. The Engineer/Consultant

agrees to correct or replace, within the timeframe established herein by the Town, at its own

expense without any cost to the Town, upon written notice, any final product, or portion

thereof, that does not conform to the specifications ("substandard services"). If the Town

has paid Engineer/ Consultant for any task or portion thereof, then Engineer/Consultant

shall perform such corrective services at its own expense. Should the Engineer/Consultant

be unable to cure/correct the deficiencies or render any project or portion thereof suitable

for the Town's purpose, herein defect, within the timeframe established, not to exceed ten

(10) days or additional time as may be authorized by the Engineering Department in

writing, or if the Town is unable to utilize any portion of the project deliverable as

presented, then the Town may terminate this Agreement and be entitled to receive a refund

of the monies paid regarding the project deliverable(s) within thirty (30) days.

C. The Engineer/Consultant shall not be liable to the Town for any damages arising

5

from the substandard services or defects without being given a reasonable opportunity to

correct the substandard services or defects in accordance with the above paragraph.

However, the failure to cure any substandard service or defect may result in the Town

taking further action consistent with this Agreement and/or pursuant to applicable statutory

authority.

D. The Engineer/Consultant agrees to report on a regular basis, and as often as

necessary, to appropriate Town personnel, for each particular project as requested. Any

work completed for each project deliverable shall be subject to the approval and to the

satisfaction of the Town Engineer/Stormwater Management Officer, Town Attorney or

designee and the Town Board of the Town of Riverhead.

E. The Town shall be deemed to be the owner and have all of the right, title and

ownership of any and all of the proprietary rights, copyrights for any and all work

performed and work product, for each particular project. Said work product shall be

deemed to include, but not be limited to, all documentation developed or pertaining to the

project, including the Engineer's/Consultant's preliminary, intermediate and final designs,

plans and reports, specifications, bidding documents, bid proposal documents; all drawings

including as built-drawings, analysis, designs, plans, and specifications. Drawings and

reports in electronic media form such as CADD and word processing shall be included.

F. The Engineer/Consultant warrants and represents that it has secured legally

sufficient and appropriate permission, including but not limited to licensing rights, as to any

and all work to be performed pursuant to this Agreement.

G. In connection with the services under this Agreement, if Suffolk County Real

Property Parcel Data is required, the Engineer/Consultant must provide to the Town, as

required, an executed Sub-license Agreement between the Town, Suffolk County Real

Property and the Engineer/Consultant authorizing the Engineer's/Consultant's use of Tax

Maps and Product/data known as Suffolk County Real Property's Geographic Information

System (GIS Basemap). The Engineer's/Consultant's use of the GIS Basemap shall be in full

6

compliance with the terms and conditions of the Sub-license Agreement and the License

Agreement between the Town and Suffolk County. Prior to utilizing the GIS Basemap, the

Engineer/Consultant shall be required to identify and notify, in writing, the Town of

Riverhead and Suffolk County Real Property Tax Service Agency, as set forth below,

of the project and scope of work that requires the Engineer's/Consultant's use of the

GIS Basemap. Written notification to the Town shall be to the attention of the Town

Engineer and written notification to Suffolk County shall be as follows:

Penny Wells LaValle, Director Suffolk County Real Property Tax Service Agency 300 Center Drive Riverhead, New York 11901-3398

Failure to provide the required written notification shall be a violation of this Agreement.

H. The Engineer/Consultant shall hold in confidence and not use or

disclose to others any confidential or proprietary information of Town which is

disclosed to Engineer/Consultant, including but not limited to any data, information,

plans, programs, processes, costs, or operations of Town, provided, however, that such

obligations hereunder shall not apply if such information (a) is available to the general

public or (b) is required to be disclosed pursuant to law, court order or subpoena.

I. The Engineer/Consultant warrants and represents that any and all work done

pursuant to this Agreement is that of the Engineer/Consultant, and not that of any other

consultant. The Engineer/Consultant must receive written approval from the Town before

engaging special consultants or any other professional services. Special consultants, as

authorized by the Town, shall be retained for a particular specialized portion of a project

and services performed by the special consultant will be under the direct supervision of the

identified person in paragraph A above. All provisions of this Agreement including but not

limited to wage rates and insurance requirements shall apply to approved special

consultants. Any approved special consultants shall be paid directly by

Engineer/Consultant and shall not constitute an additional cost to the Town unless agreed to

7

in writing.

J. The Engineer/Consultant warrants and represents that any and all work performed

by said Engineer/Consultant, and the approved special consultants for the project will be fit

for the particular purpose of said project and shall possess the necessary skill and

knowledge to perform the services. Furthermore, Engineer/Consultant realizes and

acknowledges that the Town is relying upon Engineer/Consultant's skill, expertise and

professional Judgment in the performance of said services, work, and that the services,

work will be specific to the Town's needs and intended use.

4. CONTRACTUAL RESTRICTIONS

The Engineer/Consultant retained by the Town of Riverhead for services in

connection with the review of storm water pollution prevention plans shall be prohibited

from performing any work or services for any entity, individual, property owner or other

involved governmental agency which may reasonably relate to the subject matter of the

Engineer's/Consultant's report. This prohibition shall be for a period of two (2) years, which

shall commence upon any action taken by the Town as a result of the Engineer's/

Consultant's recommendations. The Engineer/Consultant shall disclose in writing any and

all entities, individuals, property owners or other governmental agencies for which the

Engineer is currently providing or has previously provided services, which involve the

subject of the report.

5. PAYMENT

A. No work is to be undertaken by Engineer/Consultant until Engineer/Consultant

receives a fully executed Professional Service Requisition Form approved by the Town

Engineer/Storm Water Management Officer, the Finance Department and the Deputy

Supervisor.

B. The Town shall pay the Engineer/Consultant the following fee for the services

described in the approved PSR or authorized Scope of Work upon the Town's acceptance of

the work, on either a specific project, task/milestone, basis (lump sum basis) or an hourly

8

rate as set forth below.

C. Where the Professional Services Requisition (PSR) sets forth specific amounts

for either a project or for milestones or portions of a project, upon acceptance of the

services provided, the Engineer shall be paid the lower amount of either:

1) The specific amount for that project or milestone/portion of the project as set

forth in the PSR; or

2) The hourly billable rate for the project or milestone /portion of the project

(which hourly billable rate shall not exceed the amounts set forth in

subparagraph 5. E. below). The Engineer/Consultant shall set forth the

estimated maximum billable hours for each project or milestone/portion of the

project as determined by the Town to be reasonable and as stated in the PSR.

3) In no event shall the amount for the specific project, including

milestones/portions thereof, exceed the amount set forth in the approved PSR.

D. The Engineer/Consultant shall be paid for storm water pollution prevention

plan (SWPPP) review from initial application through post-construction management

practice, as authorized and directed by the Town, as follows:

E. The Engineer/Consultant shall set forth in Schedule 5 each employee's name,

title and billable rate as of January 1, 2016, which shall remain in effect for the entire term

of this contract. Schedule 5 may be amended to add additional employees at the billable

rates established for the various titles within Schedule 5. The hourly rates shall not exceed

the following:

1) For Kenneth J. Pritchard, P.E., the billable rate shall be $175.00 per hour

for the term of this Agreement.

2) For any other engineer or site inspection by any party (including but not

limited to Steven Cabrera, Christopher Clement, Jason Tonne, Steve

Patak, Meredith Byers, John Cammarano, Adam Silbert, Anthony

Raguseo and Phil Minicozzi), the billable rate shall be $110.00 per hour

9

for the term of this Agreement. However, commute time to and from the

6qinspection site shall be a non-billable cost.

F. The approved fee paid shall include the preparation and submission to

the Town of all required documents to the Town including but not limited to the documents

specified in section 2(D) above.

1) Non-billable costs shall include, but not be limited to, commute time to and

from any inspection site or Town facility/property, secretarial services,

drafting supplies, stenographic supplies, photocopy costs, postage (including

express delivery services except where requested and authorized by the

Town), typing and word processing costs, all other administrative costs and

travel expenses to and from the project site(s) or Town Hall or other locations

anticipated in the routine day-to-day accomplishment and completion of the

assigned tasks and/or Projects.

G. Engineer/Consultant may be additionally reimbursed for reasonable, unforeseeable

costs upon written approval of the Town.

H. The records and files of the Engineer /Consultant pertaining to this contract shall

be subject to audit by the Town.

I. Requests for payment for professional services under this contract shall be

submitted by the Engineer/Consultant on a Task completion basis no later than thirty (30)

days from the calendar month being billed; e.g., Tasks completed in January shall be

submitted no later than February. Requests for payment shall be in the form required by the

Financial Administrator including, but not limited to, supporting backup material

containing employees names, titles, dates and number of hours worked and brief

description of the work performed. Failure to submit the requests for payments within

sixty (60) days of completion may result in the Town denying payment. The Town shall

render payment to Engineer/Consultant within sixty (60) days of receipt of said statement

by the Town subject to receipt of all required, proper and appropriate documentation.

10

J. Invoices for services and reimbursable expenses shall contain the following

statement signed by Consultant or an officer or duly authorized representative: “I hereby

certify, to the best of my knowledge and belief, that this invoice is correct, and that all items

invoiced are based upon actual costs incurred or services rendered consistent with the terms

of the professional services agreement.” Each invoice for reimbursable expenses shall be

supported by: (a) an itemized description of expenses claimed; (b) pertinent information

relative to the expenses; and (c) attached receipts. Invoices shall reference this Agreement

or otherwise be identified in such a manner as Town may reasonably require.

6. INSURANCE

The Engineer/Consultant shall procure and maintain at its own cost and expense

professional errors and omissions insurance and such public liability and other insurance as

will protect the Town, its officers, employees and the people of the Town of Riverhead

from any claim or claims for damages to property and for bodily injury and personal injury,

including death, which may arise from or relate to the terms and conditions of this

agreement. Said policies or certificates of insurance shall be delivered to the Town with full

premiums paid, and shall be subject to the approval of the Town Attorney for adequacy and

form of protection. Said policies and certificates (other than the professional errors and

omissions insurance) shall name the Town of Riverhead, the Town Board, and its officers

as additional insureds.

The insurance provided shall include the following:

1) Comprehensive general liability on an occurrence basis:

a) General aggregate - $4,000,000.00

b) Products completed, operations aggregate - $2,000,000

c) Personal and advertising injury - $2,000,000.00

d) Each occurrence - $2,000,000.00

e) Fire damage - $50,000.00

f) Medical expense (any one person) $5,000.00

11

The foregoing aggregate limits shall apply on a per project basis.

2) Automobile liability:

a) Any auto coverage - $1,000,000.00

b) Hired autos - $1,000,000.00

c) Non-owned auto coverage - $1,000,000.00

3) Workers' Compensation Insurance and Employer Liability

a) Each accident - $100,000.00

b) Disease - policy limit $500,000.00

c) Disease - each employee $100,000.00

4) Disability Benefits - Liability (Statutory requirements)

5) Professional Errors and Omissions Insurance coverage of not less than

$1,000,000.00 per claim and $2,000,000.00 annual aggregate.

And/or

6) Excess Umbrella Liability Insurance Coverage addressing the above policy

limits subject to approval of the Town.

The Town may modify the insurance requirements, prior to the commencement of

services, if the Engineer/Consultant can demonstrate that the scope of services to be

performed does not warrant such coverage. The Town Attorney of the Town of Riverhead

shall be the stipulated recipient of said Certificate of Insurance. Insurance certificates shall

be subject to the review and approval of the Town's Insurance Manager. It shall be further

stipulated thereon that the Town Attorney of the Town of Riverhead shall be given at least

thirty (30) days notice of cancellation of said coverage, which shall be remitted to the Town

Attorney, 200 Howell Avenue, Riverhead, New York 11901. In the event that Engineer/

Consultant's insurance covers the actions of its special consultants, those special

consultants will not be required to meet the insurance requirements of this Agreement,

otherwise special consultants shall be required to provide insurance at the policy limits

specified above.

12

7. INDEMNIFICATION

The Engineer/Consultant expressly agrees that it shall protect, defend, pay,

indemnify and hold harmless, the Town of Riverhead, its officers, employees, agents,

servants, and/or independent contractors, from and against any and all claims, actions, suits,

arbitrations, judgments and/or executions, including appeals, plus attorneys' fees, for any

act or failure to act or liability of Engineer/ Consultant, its employees, officers, servants,

agents and/or subcontractors arising as a result of the negligent performance of work under

this Agreement, which shall be deemed to include but not be limited to bodily injury,

personal injury, wrongful death, property damages, any and all professional errors and

omissions, and any matters pertaining to royalties, licensing, patent infringement, and/or

copyright infringement. This provision shall be deemed effective when the

Engineer/Consultant first performs the work for the Town, and shall survive the

termination, expiration and/or renewals of this Agreement until the latter of either the

running of the applicable statute of limitations, or the final resolution of any outstanding

claims, actions, suits, liens, judgments and/or executions. As applicable, the Engineer/

Consultant shall defend, indemnify, and hold the Town harmless from claim or damage

arising out of (i) the lack of right or authority to use the Software, or (ii) infringement of

any U.S. copyright, trade secret, or patent known to Engineer/Consultants a result of the use

of any Software; the Town shall notify the Engineer/Consultant in writing of any such suit

or claim, and that Engineer/Consultant shall further defend, compromise, or settle same.

Engineer/Consultant will indemnify and hold Town harmless from and against any and all

claims, damages, liabilities, losses, judgments, costs and expenses (including without

limitation reasonable attorneys' fees) occasioned by or arising out of any claim by any third

party that the configuration of the software products as used by Engineer/Consultant or any

services provided by Engineer/Consultant infringe or violate any patent or copyright, trade

mark, trade secret, confidential information, know-how, trade secrets, moral rights, contract

13

or subscription rights, confidential and proprietary information protected under the contract

or otherwise under law, trade names, domain names, trade dress, logos, animated

characters, trademarks, services marks and other similar rights or interest in intellectual or

industrial property or infringement or other party intellectual or claims or royalties,

licensing, patent infringement or similar intellectual property right of any third party. This

provision shall be deemed to take effect when Engineer/Consultant first performs work for

the Town, and shall be deemed to survive the termination, expiration, and/or renewals of

this Agreement until the latter of either the running of the applicable statute of limitations,

or the final resolution of any outstanding claims, actions, suits, liens, judgments and/or

executions. Engineer/Consultant agrees that the Town may use counsel of its own choosing

regarding indemnification.

8. NOTICES

Any notice given under this Agreement shall be deemed given upon receipt when

sent by overnight mail or certified mail, return receipt requested, to the following addresses:

TOWN OF RIVERHEAD 200 Howell Avenue Riverhead, New York 11901 Att: Riverhead Town Attorney D & B ENGINEERS AND ARCHITECTS, P.C. 330 Crossways Park Drive Woodbury, New York 11797 Att: Kenneth J. Pritchard, P.E.

and such other Town departments or individuals that the Town of Riverhead subsequently

designates in writing to receive notice in addition to the Town Attorney.

9. ADDITIONAL RESPONSIBILITIES

A. Engineer/Consultant shall comply with all Federal, State, County and Town

statutes, laws, ordinances, codes, rules and/or regulations which pertain to Engineer/

Consultant's work under this Agreement.

B. Engineer/Consultant further warrants and represents that it has secured legally

14

sufficient and appropriate permission, including but not limited to licensing rights, as to any

and all work to be performed pursuant to this Agreement. Engineer/Consultant shall obtain

all necessary permits and approvals on behalf of the Town as required pursuant to Federal,

State, County and Local Laws in connection with all work under this Agreement. Upon

Town direction, it shall be an additional responsibility of the Engineer/Consultant to inspect

the applicant/developer’s site, post-construction, and/or undertake any Town-directed

bonding, payment, or maintenance agreement facilitation and/or recording.

10. TERMINATION

Either party may terminate this Agreement at any time for any reason, with or

without cause. In the event of termination the Town shall only be obligated to pay

Engineer/Consultant for the services completed prior to the date of the receipt by

Engineer/Consultant of the notice of termination. Notice shall be given in accordance with

the Notice provision of this Agreement. In the event that this Agreement is terminated, the

Engineer/Consultant shall immediately provide the Town with all documents, including but

not limited to any documentation, reports, analysis or data for the milestones and/or project

and make any required revisions, if any, of the tasks/milestones or projects currently being

addressed. Upon the Town accepting the tasks/milestones and/or project documents, the

Town shall render payment to Engineer/Consultant for the services provided and accepted

by the Town. 11. MISCELLANEOUS A. This Agreement shall be deemed personal and shall be non-assignable by either

party. Furthermore, this Agreement is solely for the benefit of the parties hereto, and not for

the benefit of any third parties. No persons other than the parties hereto shall have a right to

sue, or claim any rights under this Agreement.

B. If any term, provision, or portion of any provision of this Agreement shall be

deemed illegal, invalid and/or non-enforceable, the remainder of this Agreement shall be

15

deemed to remain valid and shall be enforced to the fullest extent permitted by law.

C. The Engineer/Consultant agrees that this Agreement shall not be pledged,

hypothecated or used as security for a loan.

D. Any waiver by the Town of any term, condition, covenant and/or provision of

this Agreement shall not be deemed as a waiver at any time thereafter of the same or any

other term, condition, covenant and/or provision of this Agreement. Moreover, a failure by

the Town to assert any right or privilege shall not be deemed a waiver or relinquishment

thereof. Except as otherwise expressly provided herein, any rights and powers of the Town

shall be deemed cumulative, and no one of them shall be deemed exclusive of any other

remedy provided by law, and exercise of any one, shall not impair the right to exercise the

other.

E. This Agreement shall be construed pursuant to the laws of the State of New York

and any action or proceeding shall be commenced in the County of Suffolk.

F. In the event of a conflict between the terms of this Agreement and the PSR

or approved Scope of Work, the terms of this Agreement shall control.

G. Each and every provision of law and clause required by law to be inserted in this

Agreement, shall be deemed to be inserted herein.

H. The foregoing Agreement embodies the entire Agreement between the parties

with respect to the subject matter stipulated herein. It shall not be changed or modified,

except in writing, and executed by both parties.

IN WITNESS WHEREOF, this Agreement shall be effective as of the date last

written below.

D & B ENGINEERS AND ARCHITECTS, P.C. TOWN OF RIVERHEAD

By: _________________________________ By: ____________________________ Kenneth J. Pritchard, P. E.,Vice-President Sean M. Walter, Town Supervisor

Date:________________________________ Date: __________________________

16

STATE OF NEW YORK) ) SS:

COUNTY OF NASSAU)

On the ___ day of ______________ , 2016, before me, the undersigned, a Notary Public in the State of New York, personally appeared Kenneth J. Pritchard, personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he/she executed the same in his/her capacity and that by his/her signature on the Instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument.

______________________________ Notary Public

STATE OF NEW YORK) ) SS: COUNTY OF SUFFOLK)

On the ____ day of ______________, 2016, before me, the undersigned, a Notary Public in the State of New York, personally appeared Sean M. Walter, personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he/she executed the same in his/her capacity and that by his/her signature on the Instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument.

______________________________

Notary Public

Y:\2016 RESOLUTIONS\04.05.16\231 - PUR - 16 BID HARDWARE AWARD (002).docx

04.05.2016 160231

TOWN OF RIVERHEAD

Resolution # 231

AWARDS BID FOR GENERAL HARDWARE ITEMS



WHEREAS, the Town Clerk was authorized to publish and post a notice for sealed bids for GENERAL HARDWARE ITEMS for the Town of Riverhead and; WHEREAS, 2 bids were received and opened at 2:00 pm on MARCH 29. 2016 at Town Hall, 200 Howell Avenue, Riverhead, New York, the date, time and place given in the Notice to Bidders. NOW THEREFORE BE IT RESOLVED, that the bid for GENERAL HARDWARE ITEMS for the Town of Riverhead be and hereby is, awarded to GRIFFING HARDWARE CO., INC. for 15% off the current ACE Hardware catalog. RESOLVED, that all Town Hall Departments may review and obtain a copy of this resolution from the electronic storage device and, if needed, a certified copy of same may be obtained from the Office of the Town Clerk.

THE VOTE



Walter Yes No


TA 4-5-16 Authorizes RFP-New Renewable Capacity & Energy (LIPA 2015 Renewable RFP)

04.05.2016 160232

TOWN OF RIVERHEAD

Resolution # 232

AUTHORIZATION TO PUBLISH ADVERTISEMENT OF A REQUEST FOR PROPOSALS FOR NEW RENEWABLE CAPACITY AND ENERGY

(LIPA 2015 RENEWABLE RFP)



WHEREAS, the Town of Riverhead seeks proposals for New Renewable Capacity and Energy as more fully described in LIPA Request for Proposals for New Renewable Capacity and Energy (“2015 Renewable RFP”) issued December 22, 2015, Addendum 1 January 15, 2016 and due June 1, 2016; and

WHEREAS, the intention of the Town is to enter into a lease agreement or

contract for sale of property with a qualified firm that will develop a Renewable Energy System as defined by the New York State Energy Research and Development Authority (NYSERDA) at various Town-owned properties; and

WHEREAS, the Town of Riverhead seeks authorization to publish and post a

notice to bidders for proposals for New Renewable Capacity and Energy. NOW THEREFORE BE IT RESOLVED, that the Town Board hereby authorizes

the issuance of a Request for Proposals for New Renewable Capacity and Energy; and be it further

RESOLVED, that the Town Clerk is hereby authorized to publish and post the following public notice in the April 14, 2016 issue of the News-Review; and be it further


THE VOTE




TA 4-5-16 Authorizes RFP-New Renewable Capacity & Energy (LIPA 2015 Renewable RFP)

NOTICE TO BIDDERS

TAKE NOTICE, that sealed proposals will be received by the Office of the Town Clerk at Riverhead Town Hall, 200 Howell Avenue, Riverhead, New York on or before May 11, 2016 at 11:00 o’clock am, prevailing time, for:

REQUEST FOR PROPOSALS The Town of Riverhead is seeking proposals for New Renewable Capacity and Energy.

Specifications and guidelines for submission of proposals will be available on April 14, 2016 on the Town of Riverhead website at www.townofriverheadny.gov, click on bid requests.

Each proposal must be submitted in a sealed envelope clearly marked “New Renewable Capacity and Energy” Proposals must be received by the Office of the Town Clerk by no later than 11:00 am on May 11, 2016. This RFP is not an offer or a binding commitment to contract on the part of the Town. The Town retains the right to postpone or cancel the RFP or to reject all proposals if the Town determines, in its sole discretion, that the best interests of the Town will be served thereby.

BY ORDER OF THE TOWN BOARD TOWN OF RIVERHEAD

Diane M. Wilhelm, TOWN CLERK

Y:\2016 RESOLUTIONS\04.05.16\233 - applehonda2016.doc

04.05.2016 160233

TOWN OF RIVERHEAD

Resolution # 233

APPROVES THE CHAPTER 90 APPLICATION OF APPLE HONDA

(Used Car Tent Sale - May 13, 2016 through June 13, 2016)



WHEREAS, on March 2, 2016, William Fields, on behalf of Apple Honda, submitted a Chapter 90 Application for the purpose of conducting a used car tent sale upon their property at 1375 Old Country Road, Riverhead, New York, commencing on May 13, 2016 and ending on June 13, 2016, between the hours of 9:00 a.m. and 8:00 p.m., Monday through Friday and between the hours of 9:00 a.m. and 6:00 p.m., Saturday and Sunday; and

WHEREAS, Apple Honda has completed and filed a Short Environmental

Assessment Form in accordance with 6 NYCRR 617; and WHEREAS, the Town Board of the Town of Riverhead has declared itself “Lead

Agency” in accordance with 6 NYCRR 617.6(b); and WHEREAS, a certificate of insurance has been received naming the Town of

Riverhead as an additional insured; and WHEREAS, the applicable Chapter 90 Application fee has been paid; and WHEREAS, the Town Attorney of the Town of Riverhead has reviewed all

documents regarding said application. NOW THEREFORE BE IT RESOLVED, that the Town Board of the Town of

Riverhead hereby determines the action to be an “Unlisted” action in accordance with 6 NYCRR 617.7(a) and hereby issues a Negative Declaration pursuant to 6 NYCRR 617.7(a)(2); and be it further

RESOLVED, that the Chapter 90 Application of Apple Honda for the purpose of

conducting a used automobile tent sale upon their property at 1375 Old Country Road, Riverhead, New York, commencing on May 13, 2016 and ending on June 13, 2016, between the aforementioned hours, is hereby approved; and be it further

RESOLVED, that any necessary tent permits must be obtained and the tent

installation and all electric shall comply with the applicable provisions of the Building and Fire Code of New York State and the National Electrical Code and National Fire

Y:\2016 RESOLUTIONS\04.05.16\233 - applehonda2016.doc

Protection Agency 102 (Tents & Membrane Structures); and be it further RESOLVED, that an Outdoor Public Safety Plan shall be submitted to the Fire Marshal’s office no later than April 15, 2016; and be it further

RESOLVED, that this approval is subject to the provisions of Riverhead Town Code

Chapter 108-56 - “Signs” and any other section of the Riverhead Town Code that may pertain to this event; and be it further

RESOLVED, that the Town Clerk is hereby authorized to forward a copy of this

resolution to Apple Honda, Attn: William Fields,1375 Old Country Road, Riverhead, New York, 11901, and be it further



THE VOTE




Y:\2016 RESOLUTIONS\04.05.16\234 - TA - EastEndTourismAlliance PaddleBattle 2016.doc

04.05.2016 160234

TOWN OF RIVERHEAD

Resolution # 234

APPROVES CHAPTER 90 APPLICATION OF EAST END TOURISM ALLIANCE (“Paddle Battle” Water Race & Craft Beverage Tasting Event – July 30, 2016)



WHEREAS, on February 12, 2016, Bryan DeLuca, on behalf of East End Tourism Alliance (hereinafter referred to as “EETA”) submitted a Chapter 90 Application for the purpose of conducting a canoe, kayak and stand up paddle board race entitled “Paddle Battle” on the Peconic River at the Peconic Riverfront, Riverhead, between the hours of 6:00 a.m. and 5:30 p.m., together with a craft beverage tasting event to be held on the lawns of the East End Arts Council’s property located at 431 East Main Street, Riverhead, New York, to be held between the hours of 12:00 noon and 5:00 p.m., on Saturday, July 30, 2016; and

WHEREAS, EETA has completed and filed a Short Environmental Assessment

Form in accordance with 6 NYCRR 61; and WHEREAS, the Town Board of the Town of Riverhead has declared itself “Lead

Agency” in accordance with 6 NYCRR 617.6(b); and WHEREAS, EETA has requested the Chapter 90 Application Fee be waived due

to its not-for-profit status: and WHEREAS, a certificate of insurance has been received naming the Town of

Riverhead as an additional insured; and

WHEREAS, the Town Attorney has reviewed all documents regarding said application.

NOW THEREFORE BE IT RESOLVED, that Town of Riverhead hereby

determines the action to be an “Unlisted” action in accordance with 6 NYCRR 617.7(a) and hereby issues a Negative Declaration pursuant to 6 NYCRR 617.7(a)(2); and be it further

RESOLVED, that the Chapter 90 Application of EETA for the purpose of

conducting a canoe, kayak and stand up paddle board race entitled “Paddle Battle” on the Peconic River at the Peconic Riverfront, Riverhead, to be held on Saturday, July 30, 2016, between the hours of 6:00 a.m. and 5:30 p.m., together with a craft beverage tasting event to be held on the lawns of the East End Arts Council’s property located at 431 East Main Street, Riverhead, New York, between the hours of 12:00 noon and 5:00


p.m., is hereby approved; and be it further RESOLVED, that approval for this event shall be subject to

• Receipt of required Suffolk County Department of Health permit(s),

including the Vendors Temporary Food Service Permit(s); • Receipt of required Public Gathering/Emergency Medical Services (EMS)

permit(s); • Receipt of an Outdoor Public Safety Plan to be submitted to the Fire

Marshal’s office; • Receipt of any permits as may be required by the New York State

Department of Labor; • Receipt of an acceptable Certificate of Insurance to include general

liability and liquor liability having acceptable limits naming the Town of Riverhead as an additional insured;

• Receipt of copies of valid certification cards for all TIPS certified waitstaff;

and be it further

RESOLVED, that all of the above permits, documentation and insurance are to be received no later than June 1, 2016; and be it further

RESOLVED, that this approval is subject to a fully executed license agreement,

together with the requisite license fee as stated in said license agreement, for purposes of the utilization of police personnel and patrol vehicles to assist with vehicular and pedestrian traffic, no later than May 30, 2016; and be it further

RESOLVED, that Chapter 46 of the Riverhead Town Code entitled “Alcoholic Beverages” is deemed to be waived for the service of alcoholic beer during the event provided further that service be by licensed alcohol service providers/TIPS-certified (Training for Intervention Procedures) waitstaff and properly identified individuals will be given a wristband for identification purposes; and be it further

RESOLVED, that this approval is subject to Riverhead Town Code Chapter 108-

56 entitled, “Signs” and any other section of the Town Code that may pertain to this event; and be it further

RESOLVED, that the necessary tent permit must be obtained and the tent

installation and all electric shall comply with the applicable requirements of the NFPA Life Safety Code (NFPA 101), the NFPA Temporary Membrane Structures/Tents (NFPA 102) and the Fire Code of New York State and the Building Code of New York State; and be it further

RESOLVED, that due to the applicant’s not-for-profit status, the Town Board of the

Town of Riverhead hereby waives the Chapter 90 Application Fee; and be it further

RESOLVED, that the Town Clerk is hereby authorized to forward a copy of this resolution to East End Tourism Alliance, 431 E. Main Street, Riverhead, New York,


11901, Attn: Bryan DeLuca; and be it further RESOLVED, that all Town Hall Departments may review and obtain a copy of


THE VOTE




Y:\2016 RESOLUTIONS\04.05.16\235 - TA - EEndArtsstreetpainting2016.doc

04.05.2016 160235

TOWN OF RIVERHEAD

Resolution # 235

APPROVES CHAPTER 90 APPLICATION OF EAST END ARTS & HUMANITIES COUNCIL, INC.

(20th Annual Community Mosaic Street Painting Festival – Sunday, May 29, 2016)



WHEREAS, on February 3, 2016, Patricia Snyder, on behalf of the East End Arts & Humanities Council Inc. (“EEAC”), submitted a Chapter 90 Application for the purpose of conducting their 20th Annual Community Mosaic Street Painting Festival having street chalk painting, music, arts and crafts exhibits and food concessions, to be held on EEAC grounds and parking lot and E. Main Street, between Roanoke Avenue and East Street, Riverhead, New York, on Sunday, May 24, 2015, having a rain date of Monday, May 25, 2015, between the hours of 8:00 a.m. and 5:00 p.m.; and

WHEREAS, EEAC has completed and filed a Short Environmental Assessment

Form in accordance with 6 NYCRR 617; and WHEREAS, the Town Board of the Town of Riverhead has declared itself “Lead

Agency” in accordance with 6 NYCRR 617.6(b); and WHEREAS, the applicant has requested the Chapter 90 application fee be

waived due to its not-for-profit status; and

WHEREAS, a certificate of insurance has been received naming the Town of Riverhead as an additional insured; and

WHEREAS, the Riverhead Town Attorney has reviewed all documents including the certificate of insurance regarding said application.

NOW THEREFORE BE IT RESOLVED, that Town Board of the Town of


RESOLVED, that the Chapter 90 application of EEAC for the purpose of

conducting their 19th Annual Community Mosaic Street Painting Festival having street chalk painting, music, arts and crafts exhibits and food concessions, to be held on EEAC grounds and parking lot and E. Main Street, between Roanoke Avenue and East Street, Riverhead, New York, on Sunday, May 29, 2016, having a rain date of Monday,

Y:\2016 RESOLUTIONS\04.05.16\235 - TA - EEndArtsstreetpainting2016.doc

May 30, 2016, between the hours of 8:00 a.m. and 5:00 p.m., is hereby approved; and be it further

RESOLVED, that this approval is subject to the obtaining of any permits as may

be required by the New York State Department of Labor and the Suffolk County Department of Health; and be it further

RESOLVED, that this approval is subject to receipt of an Outdoor Public Safety Plan, to be submitted to the Fire Marshal’s office no later than April 29, 2016; and be it further

RESOLVED, that the Town Board of the Town of Riverhead hereby waives the Chapter 90 Application fee due to the applicant’s not-for-profit status; and be it further




resolution to the East End Arts & Humanities Council, Inc., 133 East Main Street, Riverhead, New York, 11901, Attn: Patricia Snyder; and be it further


this resolution from the electronic storage device, and, if needed, a certified copy of same may be obtained from the Office of the Town Clerk.

THE VOTE




04.05.2016 160236

TOWN OF RIVERHEAD

Resolution # 236

APPROVES THE CHAPTER 90 APPLICATION OF RIVERHEAD ELKS LODGE #2044

(Lawn Mower Races and Children’s Bicycle Races – Sunday, April 17, 2016)



WHEREAS, on March 10, 2016, Theresa Hubbard, on behalf of the Riverhead Elks Lodge #2044 (Riverhead Elks) submitted a Chapter 90 Application for the purpose of conducting an event to include lawn mower races and children’s bicycle races to be held at the Riverhead Elks Lodge located at 1239 East Main Street, Riverhead, New York, on Sunday, April 17, 2016, having a rain date of Sunday, May 1, 2016, between the hours of 12:00 noon and 4:00 p.m.; and

WHEREAS, the Riverhead Elks submitted and completed a Short Environmental

Assessment Form pursuant to 6 NYCRR Part 617 identifying the potential adverse environmental impacts of the event; and

WHEREAS, the Riverhead Elks have requested the Chapter 90 Application fee

for this event be waived due to their not-for-profit status; and WHEREAS, a Certificate of Insurance has been received naming the Town of

Riverhead as an additional insured: and WHEREAS, the Town Attorney of the Town of Riverhead has reviewed all

documents regarding said application. NOW THEREFORE BE IT RESOLVED, that Town of Riverhead hereby


RESOLVED that the Chapter 90 Application of the Riverhead Elks for the purpose of conducting an event to include lawn mower races and children’s bicycle races to be held at the Riverhead Elks Lodge located at 1239 East Main Street, Riverhead, New York, on Sunday, April 17, 2016, having a rain date of Sunday, May 1, 2016, between the hours of 12:00 noon and 4:00 p.m., is hereby approved subject to the conditions set forth herein; and be it further

RESOLVED, that this approval is subject to receipt of an acceptable certificate of insurance to the satisfaction of the Town Attorney no later than April 8, 2016; and be it further

RESOLVED, that this approval is subject to receipt of an Outdoor Public Safety Plan, to be submitted to the Fire Marshal’s office no later than April 8, 2016; and be it further

RESOLVED, that this event shall be subject to the provisions of Chapter 46

(Alcoholic Beverages) of the Riverhead Town Code; and be it further RESOLVED, that the sale and/or consumption of alcoholic beverages shall be

strictly prohibited at this event; and be it further RESOLVED, that there shall be no music played out of doors before 12:30 p.m.

or after 5:30 p.m. on the day of the event, including music played from vehicles; and be it further

RESOLVED, that the applicant shall water down the lawnmower track area to

prevent excessive dust from the lawnmower races; and be it further RESOLVED, that due to the not-for-profit status of the applicant, the Town Board

of the Town of Riverhead hereby waives the Chapter 90 Application fee ; and be it further


Chapter 81 - “Noise Control”, Chapter 108-56 - “Signs” and any other section of the Riverhead Town Code that may pertain to this event; and be further

RESOLVED, that any necessary tent permits must be obtained and the tent

installation and all electric shall comply with the applicable requirements of the NFPA Life Safety Code (NFPA 101), the NFPA Temporary Membrane Structures/Tents (NFPA 102), the Fire Code of New York State and the Building Code of New York State; and be it further

RESOLVED, that should the conditions of this approval be violated that the

Riverhead Police Department shall have the authority to revoke the permit and require the public to vacate the premises; and be it further


resolution to the Riverhead Elks Lodge #2044, P.O. Box 688, 1239 E. Main Street, Riverhead, New York, 11901; and be it



THE VOTE



Y:\2016 RESOLUTIONS\04.05.16\237 - TA - HomeDepotPlants2016.doc

04.05.2016 160237

TOWN OF RIVERHEAD

Resolution # 237

RATIFIES THE APPROVAL OF THE CHAPTER 90 APPLICATION OF HOME DEPOT DEVELOPMENT OF MARYLAND, INC.

(Plants, Annuals & Tree Sale – April 1, 2016 through May 15, 2016)



WHEREAS, on March 17, 2016, Andrew Carbone, on behalf of Home Depot Development of Maryland, Inc., submitted a Chapter 90 Application for the display and sale of plants, annuals and trees in a designated section of their parking lot at their location of 1550 Old Country Road, Riverhead, New York, to be held on Friday, April 1, 2016 through Sunday, May 15, 2016, between the hours of 6:00 a.m. and 10:00 p.m.; and

WHEREAS, Home Depot has completed and filed a Short Environmental



Riverhead as an additional insured; and WHEREAS, that the applicable Chapter 90 Application fee has been paid; and WHEREAS, the Town Attorney of the Town of Riverhead has reviewed all

documents regarding said application. NOW THEREFORE BE IT RESOLVED, that the application of Home Depot

Development of Maryland, Inc. for the display of plants, annuals and trees in a designated section of their parking lot at their location of 1550 Old Country Road, Riverhead, New York, to be held on Friday, April 1, 2016 through Sunday, May 15, 2016, between the hours of 6:00 a.m. and 10:00 p.m., is hereby approved; and be it further

RESOLVED, that should tents be utilized, the necessary tent permit must be

obtained and the tent installation and all electric shall comply with the applicable requirements of the NFPA Life Safety Code (NFPA 101), the NFPA Temporary Membrane Structures/Tents (NFPA 102) and the Fire Code of New York State and the Building Code of New York State; and be it further

Y:\2016 RESOLUTIONS\04.05.16\237 - TA - HomeDepotPlants2016.doc

RESOLVED, that this approval is subject to the provisions of Riverhead Town Code Chapter 108-56 - “Signs” and any other section of the Riverhead Town Code that may pertain to this event; and be it further


resolution to Home Depot Development of Maryland, Inc., Attn: Suzanne Russo, 2455 Paces Fern Road, NW, Atlanta, Georgia, 30339 and Home Depot, Attn: Andrew Carbone, 1550 Old Country Road, Riverhead, New York, 11901; and be it further



THE VOTE


Walter Yes No


Y:\2016 RESOLUTIONS\04.05.16\238 - TA - IslandRunning2016.doc

04.05.2016 160238

TOWN OF RIVERHEAD

Resolution # 238

APPROVES CHAPTER 90 APPLICATION OF ISLAND RUNNING, INC. (Armed Forces Day 5k Run/Walk – Saturday, May 21, 2016)



WHEREAS, on February 29, 2016, Robert Beattie, on behalf of Island Running, Inc., a subordinate organization of the Road Runners Club of America, submitted a Chapter 90 Application for the purpose of conducting a 5K Foot Run/Walk event entitled “Armed Forces Day”, to take place at Calverton Enterprise Park (event to include use of the Veteran’s Memorial Park and the recreational path), to be held on Saturday, May 21, 2016 between the hours of 6:00 a.m. and 12:00 noon; and

WHEREAS, Island Running, Inc. has completed and filed a Short Environmental


Agency” in accordance with 6 NYCRR 617.6(b); and WHEREAS, Island Running, Inc. has requested the Chapter 90 Application Fee

be waived due to its not-for-profit status: and WHEREAS, a certificate of insurance has been received naming the Town of

Riverhead as an additional insured; and

WHEREAS, the Town Attorney has reviewed all documents regarding said application.

NOW THEREFORE BE IT RESOLVED, that Town of Riverhead hereby


RESOLVED, that the Chapter 90 Application of Island Running, Inc. for the purpose of conducting a 5K Run/Walk at the aforementioned locations to be held on Saturday, May 21, 2016, between the hours of 6:00 a.m. and 12:00 noon, is hereby approved; and be it further

RESOLVED, should it be determined that this event approval is subject to a fully

executed license agreement, together with the requisite license fee as stated in said license agreement, for purposes of the utilization of police personnel and patrol

Y:\2016 RESOLUTIONS\04.05.16\238 - TA - IslandRunning2016.doc

vehicles, it shall be received no later than April 1, 2016; and be it further

RESOLVED, that this approval is subject to Riverhead Town Code Chapter 108-56 entitled, “Signs” and any other section of the Town Code that may pertain to this event; and be it further



RESOLVED, an Outdoor Public Safety Plan shall be submitted to the Fire Marshal’s

office no later than April 1, 2016; and be it further RESOLVED, that due to the applicant’s not-for-profit status, the Town Board of the

Town of Riverhead hereby waives the Chapter 90 Application Fee; and be it further

RESOLVED, that the Town Clerk is hereby authorized to forward a copy of this resolution to Island Running, Inc., c/o Robert Beattie, 164 Oak Drive, Calverton, the Riverhead Foundation for Marine Research and Preservation, Attn: Robert A. DeGiovanni, Jr., 467 East Main Street, Riverhead, New York, 11901; and be it further



THE VOTE




Y:\2016 RESOLUTIONS\04.05.16\239 - TA - ManorvilleFD 2016.doc

04.05.2016 160239

TOWN OF RIVERHEAD

Resolution # 239

APPROVES THE CHAPTER 90 APPLICATION OF MANORVILLE FIRE DEPARTMENT

(Bush Truck Training Event – Sunday, May 22, 2016)



WHEREAS, on March 9, 2016, Thomas Costello, on behalf of the Manorville Fire Department, submitted a Chapter 90 Application for the purpose of conducting a bush truck training event, to include competitive events, (i.e., filling up trucks with water, pushing barrels with water from fire hoses), to be held upon the EPCAL property located at 5789 Middle Country Road, Calverton, New York, on Sunday, May 22, 2016, between the hours of 6:00 a.m. and 6:00 p.m.; and

WHEREAS, Manorville Fire Department has completed and filed a Short

Environmental Assessment Form in accordance with 6 NYCRR 617; and WHEREAS, the Town Board of the Town of Riverhead has declared itself “Lead

Agency” in accordance with 6 NYCRR 617.6(b); and WHEREAS, the applicant has requested the Chapter 90 application fee be

waived due to its not-for-profit status; and WHEREAS, a certificate of insurance has been received naming the Town of

Riverhead as an additional insured; and WHEREAS, the Town Attorney of the Town of Riverhead has reviewed all

documents regarding said application. NOW THEREFORE BE IT RESOLVED, that the Town Board of the Town of


RESOLVED, that the Chapter 90 Application of Manorville Fire Department for

the purpose of conducting a bush truck training event, to include competitive events, (i.e., filling up trucks with water, pushing barrels with water from fire hoses), to be held upon the EPCAL property located at 5789 Middle Country Road, Calverton, New York, on Sunday, May 22, 2016, between the hours of 6:00 a.m. and 6:00 p.m., is hereby approved; and be it further

Y:\2016 RESOLUTIONS\04.05.16\239 - TA - ManorvilleFD 2016.doc

RESOLVED, should it be determined that this event approval is subject to a fully executed license agreement, together with the requisite license fee as stated in said license agreement, for purposes of the utilization of EPCAL property and police personnel and patrol vehicles, it shall be received no later than April 1, 2016; and be it further

RESOLVED, that an Outdoor Public Safety Plan shall be submitted to the Fire

Marshal’s office no later than April 15, 2016; and be it further RESOLVED, that any necessary tent permits must be obtained and the tent

installation and all electric shall comply with the applicable provisions of the Building and Fire Code of New York State and the National Electrical Code and National Fire Protection Agency 102 (Tents & Membrane Structures); and be it further

RESOLVED, that the Town Board hereby waives the Chapter 90 Application fee

due to the applicant’s not-for-profit status; and be it further RESOLVED, that this approval is subject to the provisions of Riverhead Town Code



resolution to Manorville Fire Department, Attn: Thomas Costello, 14 Silas Carter Road, Manorville, New York, 11949; and be it further



THE VOTE


Walter Yes No


04.05.2016 160240

TOWN OF RIVERHEAD

Resolution # 240

APPROVES CHAPTER 90 APPLICATION OF MOUSTACHE BREWING CO., LLC (“Second Birthday Celebration” at Polish Town Civic Association Pavilion

(Saturday, April 30, 2016)



WHEREAS, on March 15, 2016, Lauri L. Spitz, on behalf of Moustache Brewing Co., LLC, submitted a Chapter 90 Application for the purpose of conducting an event entitled “Second Birthday Celebration”, to include music, food concessions and the sale and service of beer, to be held at the Polish Town Civic Association Pavilion located at 300 Lincoln Street, Riverhead, New York, on Saturday, April 30, 2016, having a rain date of Sunday, May 1, 2016, between the hours of 1:00 p.m. and 7:00 p.m.;

WHEREAS, Moustache Brewing Co., LLC has completed and filed a Short


Agency” in accordance with 6 NYCRR 617.6(b); and WHEREAS, Moustache Brewing Co. has paid the applicable Chapter 90

application fee for this event; and WHEREAS, a certificate of insurance has been received naming the Town of


documents regarding said application. NOW THEREFORE BE IT RESOLVED, that Town of Riverhead hereby


RESOLVED, that the Chapter 90 Application of Moustache Brewing Co., LLC,

for the purpose of conducting an event entitled “Second Birthday Celebration”, to include music, food concessions and the sale and service of beer, to be held at the Polish Town Civic Association Pavilion located at 300 Lincoln Street, Riverhead, New York, on Saturday, April 30, 2016, having a rain date of Sunday, May 1, 2016, between the hours of 1:00 p.m. and 7:00 p.m., is hereby approved; and be it further

RESOLVED, that approval for this event shall be subject to

• Receipt of required Suffolk County Department of Health permit(s),

including the Vendors Temporary Food Service Permit(s); • Receipt of required Public Gathering/Emergency Medical Services (EMS)

permit(s); • Receipt of any permits as may be required by the New York State

Department of Labor; • Receipt of a Certificate of Insurance to include general liability and liquor

liability having acceptable limits naming the Town of Riverhead as an additional insured;

• Receipt of copies of valid certification cards for all TIPS certified waitstaff;

and be it further

RESOLVED, that all of the above permits and insurance are to be received no later than April 11, 2016; and be it further

RESOLVED, that this approval is subject to a fully executed license agreement,

together with the requisite license fee as stated in said license agreement, for purposes of the utilization of police personnel and patrol vehicles to assist with vehicular and pedestrian traffic, no later than April 11, 2016; and be it further

RESOLVED, that Chapter 46 of the Riverhead Town Code entitled “Alcoholic Beverages” is deemed to be waived for the service of alcoholic beer during the event provided further that service be by licensed alcohol service providers/TIPS-certified (Training for Intervention Procedures) waitstaff and properly identified individuals will be given a wristband for identification purposes; and be it further

RESOLVED, should any tent(s) be utilized, the necessary tent permit(s) must be

obtained, and the tent installation and all electric shall comply with the applicable requirements of the NFPA Life Safety Code (NFPA 101), the NFPA Temporary Membrane Structures/Tents (NFPA 102) and the Fire Code of New York State and the Building Code of New York State; and be it further RESOLVED, that the Town Clerk is hereby authorized to forward a copy of this resolution to Moustache Brewing Co., LLC, Attn: Lauri L. Spitz, 400 Hallet Avenue, Suite A, Riverhead, NY, 11901 and the Polish Town Civic Association, 300 Lincoln Street, Riverhead, New York, 11901; and be it further



THE VOTE Hubbard Yes No Giglio Yes No



Y:\2016 RESOLUTIONS\04.05.16\241 - TA - PCRichardMay2016.doc

04.05.2016 160241

TOWN OF RIVERHEAD

Resolution # 241

APPROVES CHAPTER 90 APPLICATION OF PC RICHARD & SON, INC. (BBQ Tent Sale – May 27, 2016 through May 30, 2016)



WHEREAS, on March 23, 2016, Steven Zoine, on behalf of PC Richard & Son Inc., submitted a Chapter 90 Application for the purpose of erecting a tent for the display and sale of their products at the location of 1685 Old Country Road, Riverhead, New York, to be held on Friday, May 27, 2016 through Monday, May 30, 2016, between the hours of 9:00 a.m. and 6:00 p.m.; and

WHEREAS, PC Richard & Son, Inc. has completed and filed a Short




documents regarding said application. NOW THEREFORE BE IT RESOLVED, that the application of PC Richard &

Son, Inc., for the purpose of erecting a tent for the display and sale of their products at the location of 1685 Old Country Road, Riverhead, New York, to be held on May 27th through May 31st, 2016, between the hours of 9:00 a.m. and 6:00 p.m., is hereby approved; and be it further



RESOLVED, that the applicable Chapter 90 Application fee has been paid; and

be it further RESOLVED, that an Outdoor Public Safety Plan is to be submitted to the Fire

Marshal’s office no later than April 15, 2016; and be it

Y:\2016 RESOLUTIONS\04.05.16\241 - TA - PCRichardMay2016.doc

RESOLVED, that this approval is subject to the obtaining of any permits as may

be required by the New York State Department of Labor and the Suffolk County Department of Health; and be it further

RESOLVED, that this approval is subject to the provisions of Riverhead Town

Code Chapter 108-56 - “Signs” and any other section of the Riverhead Town Code that may pertain to this event; and be it further


resolution to PC Richard & Son, Inc., Attn: Steven Zoine, 150 Price Parkway, Farmingdale, New York, 11735; and be it further



THE VOTE




TA 4-5-16 FLUPSY-Aeros Cultured Oyster Company

04.05.2016 160242

TOWN OF RIVERHEAD

Resolution # 242

AUTHORIZES THE SUPERVISOR TO EXECUTE A LICENSE AGREEMENT WITH AEROS CULTURED OYSTER COMPANY TO ALLOW THE INSTALLATION OF

FLOATING UPWELLER SYSTEMS (FLUPSY) IN EAST CREEK


which was seconded by Councilman Wooten WHEREAS, the Peconic Estuary Management Conference has identified six

priority management issues facing the estuary, one of which is the threat to habitat and living resources; and

WHEREAS, the Peconic watershed contains a large variety of natural communities, all of which are important to the ecology and productivity of the ecosystem; and

WHEREAS, Aeros Cultured Oyster Company is in the business of cultivating oysters, scallops and hard clams for the purpose of providing cultivated shellfish to entities wishing to aid in the proliferation of shellfish; and

WHEREAS, Aeros Cultured Oyster Company wishes to install five (5) Floating Upweller Systems in East Creek for the purposes of cultivating shellfish and to use space approximately the same size of one FLUPSY for kelp cultivation experiments; and

WHEREAS, it is in the best interests of the residents of the Town of Riverhead to encourage such environmental companies to locate within the Township; and

WHEREAS, Aeros Cultured Oyster Company has agreed to provide monthly tours of its East Creek facility.

NOW THEREFORE BE IT RESOLVED, that the Supervisor is hereby authorized

to execute the attached License Agreement with Aeros Cultured Oyster Company; and be it further

RESOLVED, that the Town Clerk is hereby directed to forward a copy of this resolution to Aeros Cultured Oyster Company, P.O. Box 964, Southold, NY 11971, the Office of the Town Attorney and the Office of Accounting; and be it further



TA 4-5-16 FLUPSY-Aeros Cultured Oyster Company

THE VOTE


Walter Yes No


LICENSE

License (“License”), made as of the day of March, 2016, by and

between the Town of Riverhead, (“Licensor”) having and address at 200 Howell

Avenue, Riverhead, New York and Aeros Cultured Oyster Company (“Licensee”),

having an address at P.O. Box 964, Southold, New York 11971, a not- for-profit

corporation.

W I T N E S S E T H

WHEREAS, Aeros Cultured Oyster Company wishes to utilize Floating

Upweller Systems (FLUPSY) to be located at the northerly terminus of East

Creek, in Jamesport, for the purpose of culturing seed hard clams, bay scallops

and oysters set forth in the contract between the parties, and

WHEREAS, the Town of Riverhead wishes to grant the Licensor the right

to install and utilize up to five (5) FLUPSY tanks plus utilize a space the

approximate size of one FLUPSY for kelp cultivation experiments at the

aforementioned location.

NOW, THEREFORE, in consideration of the mutual agreements herein

contained, Licensor and Licensee, for themselves and their successors, hereby

agree as follows:

1. Licensing: Upon the terms and conditions hereinafter set forth,

Licensor hereby licenses to Licensee the right to use the licensed premises, a

copy of which is annexed hereto as Exhibit A.

2. Term of the License. The term of this License (the “term”) shall

commence on March 1, 2016 and shall end on December 31, 2016.

3. Condition of the License Properties. Licensee is familiar with the

licensed premises, has examined same and is aware of defects, if any, in it.

Notwithstanding the foregoing, Licensee agrees to accept the licensed

properties “as is”.

4. License Fee, Reimbursement for Electric Upgrade, Fee for

Electric & Water Service.

(a) License Fee Licensee shall pay to Licensor, upon the execution of this

agreement the License fee of $50.00 per month for each FLUPSY (5) plus space

the approximate size of one FLUPSY for kelp cultivation experiments (deemed

an additional FLUPSY site) installed at the Town’s site for the term of the

License, in full. The License fee shall be paid by check made payable to the

Town of Riverhead and delivered to William Rothaar, Financial Administrator,

at 1295 Pulaski Street, Riverhead, New York, 11901.

(b) Reimbursement for Electric Upgrade Licensee agrees to reimburse

Licensor for labor and material costs to upgrade the existing electric system in

an amount not to exceed $1000.00 to accommodate the additional FLUPSY.

Upon the completion of the electrical upgrade, Licensor shall provide Licensee

with an invoice setting forth costs for labor and material and Licensee shall

remit payment by check payable to the Town of Riverhead as and for

reimbursement of such costs within 30 days of receipt of said invoice to the

Engineering Department at 1295 Pulaski Street, Riverhead, New York, 11901.

(c) Fee for Electric & Water Service Licensee shall pay metered electric

and water charges related to use of the site. The monies payable by the

Licensee shall be paid by check made payable to the Town of Riverhead and

delivered to William Rothaar, Financial Administrator, at 1295 Pulaski Street,

Riverhead, New York, 11901.

5. Use of License Property. Licensee agrees to utilize the licensed

properties exclusively for the purpose of operating the FLUPSY and to provide

educational tours of the facility. The Town of Riverhead shall issue to the

Licensee four (4) temporary parking permits to enable Licensee, its employees

and agents to gain access to the East Creek Marina for the sole purpose of

accessing the FLUPSY dock and tanks located at the northern terminus of the

creek. The temporary parking permits shall be limited to the duration of this

License Agreement.

6. Repair, Maintenance and Inventory of License Properties.

a) Licensee agrees to maintain the licensed area free of trash and

debris.

b) The Licensee shall not be permitted to alter the licensed

property without the prior permission of the Licensor.

7. Damage to Property on Premises. Licensee agrees that all property

of every kind and description kept, stored or placed in or on the licensed

premises shall be at Licensee’s sole risk and hazard and that Licensor shall not

be responsible for any loss or damage to any of such property resulting from

the elements, electric or fire, whether or not originating in the premises, caused

by or from leaks or defects in or breakdown of plumbing, piping, wiring, or any

other facility, equipment or fixtures or any other cause or act and whether or

not resulting from the negligence of Licensor or other tenants of Licensor or

anyone for whom Licensor may be responsible.

8. Damage by Casualty. In case the licensed premises shall be

destroyed or shall be so damaged by fire or other casualty as to become un-

tenantable, then, in such event, at the option of Licensor, this Licensee shall

terminate from the date of such damage or destruction and Licensee shall

immediately surrender such premises and all interest in the premises to

Licensor, and Licensee shall pay rent only to the time of such surrender.

Licensor shall exercise such option to terminate this License by notice in

writing, delivered to Lessee within 10 days after such damage or destruction.

In case Licensor shall not elect to terminate this License in such event, this

License shall continue in full force and effect and Licensor shall repair the

licensed premises with all reasonable promptness, placing the same in as good

a condition as they were at the time of the damage or destruction and for that

purpose may enter such premises, and rent shall abate in proportion to the

extent and duration of un-tenantability. In either event, Licensee shall remove

all rubbish, debris, equipment and other personal property within five days

after the request of Licensor. If the licensed premises shall be only slightly

injured by fire or the elements, so as not to render the same un-tenantable and

unfit for the use described above, then Licensor shall repair the same with all

reasonable promptness, and in that case the rent shall not abate. No

compensation or claim shall be made by or allowed to Licensee by reason of

any inconvenience or annoyance arising from the necessity of repairing any

portion of the bulkhead, dock or the licensed premises, however the necessity

may occur.

9. Insurance. Aeros Cultured Oyster Company further agrees to

carry General Liability Insurance and in an amount not less than

$1,000,000.00 combined single limit covering bodily injury and property

damage per occurrence in a company(ies) acceptable to the Town of Riverhead,

in which policy the Town of Riverhead shall be named as additional insured.

Aeros Cultured Oyster Company shall furnish satisfactory evidence that such

insurance is in effect and will not be canceled during the term of this

Agreement without thirty (30) days prior written notice of such cancellation to

Licensor.

10. Indemnity: In addition to the Comprehensive General Liability

Coverage set forth in paragraph 9, if applicable Licensee shall carry worker’s

compensation insurance. Licensee shall indemnify and hold the Licensor, its

departments, officers, agents and employees harmless against any and all

claims, actions, liabilities, losses (including, without limitation, consequential

and special damages), costs and expenses (including, without limitation, court

costs and reasonable attorney fees and expenses), arising from or in connection

with the acts, omissions, or use of the licensed property by Licensee, its

employees, agents, or invitees.

11. Assignment. Notwithstanding anything to the contrary contained

in the License, Licensee shall not assign this License or otherwise transfer the

rights set forth in this License, in whole or in part, or permit Licensee’s interest

to be vested in any other party other than Licensee by operation of law or

otherwise. A transfer of more than fifty (50%) percent at any one time, or in the

aggregate from time to time, of the stock, partnership or other ownership

interests in Licensee, direct or indirectly shall be deemed to be an assignment

of this License.

12. Compliance with Laws. Licensee shall comply with all laws and

ordinances and other public requirements now or later affecting the premises

or the use of the premises, and save Licensor harmless from expense or

damage resulting from failure to do so.

13. Notices: Any notices to be given under this License shall be in

writing and shall be sent by registered or certified mail, return receipt

requested. If such notice is directed to Licensor, it shall be addressed to the

attention of the Riverhead Town Supervisor at 200 Howell Avenue, Riverhead,

New York, 11901. If such notice is directed at the Licensee, it shall be

addressed to P.O. Box 664, Southold, New York, 11971.

14. Miscellaneous: Merger. All prior understandings and agreements

between the parties with respect to the subject matter hereof are merged within

this agreement, which alone, fully and completely sets forth the understanding

of the parties with respect to the subject matter hereof. This License may not

be changed or terminated orally, or in any manner, other than in writing signed

by the party against whom enforcement is sought.

15. Cross Default. To the extent that the Licensor and Licensee are

parties to related agreements, any default under the related agreements shall

be deemed to be a default under this License, and any default under this

License shall be deemed a default under such similar agreements.

16. Approval by Town Board. This License is not effective until it is

approved by Resolution of the Town Board of the Town of Riverhead.

IN WITNESS WHEREOF, Licensor and Licensee do hereby execute

this License as of the date and year first above written.

TOWN OF RIVERHEAD By: _________________________________________ Sean M. Walter, Supervisor

AEROS CULTURED OYSTER COMPANY

By: _________________________________________ Karen Rivara, President

Y:\2016 RESOLUTIONS\04.05.16\243 - TA - Home Rule LawBill#S 3975B A 5474B.doc

04.05.2016 160243

TOWN OF RIVERHEAD

Resolution # 243

OFFERS SUPPORT TO NEW YORK STATE LEGISLATURE TO AMEND THE GENERAL MUNICIPAL LAW IN RELATION TO THE CREATION OF THE PECONIC

BAY REGIONAL TRANSPORTATION COUNCIL (Senate Bill #S.3957B/Assembly Bill #A.5474B)


which was seconded by Councilwoman Giglio WHEREAS, Senate Bill S.3957BA/A.5474B, has been introduced in the New York State Assembly, which is an act to amend the general municipal law, in relation to creating the Peconic Bay Regional Transportation Council; and WHEREAS, expanding traffic congestion in the Peconic Bay region has resulted in deteriorating traffic safety, declining air quality, parking problems and adverse impacts to the historical and rural resources of the areas and has impeded further growth and development in the region. In order to preserve the tourism industry and provide comfort for permanent residents of the region, the issue of traffic congestion must be addressed; and WHEREAS, as the unique geography of the region does not permit highway expansion, the solution lies with the expansion of the public transit system in the region. This legislation would create an entity to coordinate local governments, state government and federal government and other interested parties to create and establish a successful public transit initiative for the Peconic Bay region. Bringing the stakeholders and community members together in the development of the plan will ensure an open and comprehensive decision making process; and

WHEREAS, a Home Rule request has been received by the Town of Riverhead in support of the above captioned legislation.

NOW THEREFORE, BE IT RESOLVED, that the Town Board of the Town of

Riverhead hereby supports the efforts of the New York State Legislature for the creation of the Peconic Bay Regional Transportation Council; and be it further

RESOLVED, that the Town Board authorizes the Supervisor to execute a Home

Rule Request supporting this proposed State legislation; and be it further RESOLVED, that the Town Clerk is hereby authorized to forward a copy of this

resolution to Senator Kenneth P. LaValle, 28 North Country Road, Mount Sinai, NY, 11766, Assemblyman Fred W. Thiele, Jr., 2302 Main Street, P.O. Box 3062, Bridgehampton, NY, 11932; and be it further

Y:\2016 RESOLUTIONS\04.05.16\243 - TA - Home Rule LawBill#S 3975B A 5474B.doc


THE VOTE




TA\Z\Agreements\Ratifies.AREIS.SuffolkCounty

04.05.2016 160244

TOWN OF RIVERHEAD

Resolution # 244

RATIFIES EXECUTION OF A LICENSE AGREEMENT WITH SUFFOLK COUNTY REAL PROPERTY TAX SERVICE AGENCY



WHEREAS, the Town of Riverhead has used the Suffolk AREIS product offered by the County of Suffolk acting through its duly constituted Suffolk County Real Property Tax Service Agency (RPTSA); and

WHEREAS, RPTSA has offered a license agreement for use of the Suffolk AREIS

product effective through December 31, 2021 at no cost to the Town of Riverhead.

NOW THEREFORE BE IT RESOLVED, that the Town Board, be and hereby ratifies the execution of the attached License Agreement with RPTSA; and be it further

RESOLVED, that the Town Clerk is hereby directed to forward a copy of this resolution to the Riverhead Town Engineer, the Office of the Town Attorney and the Office of Accounting.


THE VOTE




z\ta\resolution Cody’s license

04.05.2016 160245

TOWN OF RIVERHEAD

Resolution # 245

APPROVES SUPERVISOR TO EXECUTE A LICENSE AGREEMENT WITH PB RIVERHEAD LLC



WHEREAS, by Resolution # 449 adopted on May 18, 2004, the Town Board of the Town of Riverhead authorized the Supervisor to execute a License Agreement with 65 East Main Street Corporation Inc. to utilize a portion of the Town of Riverhead parking facilities within the Town’s municipal Public Parking District #1 for placement of its liquid propane tanks; and

WHEREAS, by Resolution # 488 adopted on June 19, 2012, the Town Board of the Town of Riverhead authorized the Supervisor to execute a License Agreement with Downtown Riverhead Holdings, LLC to utilize a portion of the Town of Riverhead parking facilities within the Town’s municipal Public Parking District #1 for placement of its liquid propane tanks and use of deck constructed above in connection with the restaurant business known as Cody’s BBQ & Grill Restaurant; and

WHEREAS, PB Riverhead LLC is the current owner of the premises and operates a restaurant known as PeraBell Riverhead; and

WHEREAS, PB Riverhead LLC requires use of that portion of the deck and other improvements that encroach upon the Town of Riverhead Public Parking District # 1; and

WHEREAS, the Town determines that the property requested is not essential to the operation of the Town owned parking lot in that area and the placement elsewhere would be impracticable.

NOW, THEREFORE, BE IT RESOLVED, that the Town Board be and hereby approves the License Agreement with PB Riverhead LLC and authorizes the Town Supervisor to execute a License Agreement in substantially the same form as that attached; and be it further

RESOLVED that the Town Clerk is hereby directed to forward a copy of this resolution to PB Riverhead LLC, 69 East Main Street, Patchogue, New York 11772, the Riverhead Town Police Department, the Building Department, the Planning Department, the Office of the Town Attorney and the Office of Accounting and be it further RESOLVED, all Town Hall Departments may review and obtain a copy of this

z\ta\resolution Cody’s license

resolution from the electronic storage device and if needed, a certified copy of same may be obtained from the Office of the Town Clerk.

THE VOTE


Walter Yes No


LICENSE

License ("License"), made as of the day of April, 2016, by and between

the Town Board of the Town of Riverhead, as governing body of the Town of

Riverhead Municipal Parking District No. 1, ("Licensor") having and address at

200 Howell Avenue, Riverhead, New York 11901, and PB Riverhead LLC,

("Licensee”), having an address at 69 East Main Street, Patchogue, New York

11772, a New York Limited Liability Company.

WITNESSETH

WHEREAS, by Town Board resolution number 449, adopted on April 5,

2004, the Town Board of the Town of Riverhead authorized use of a portion of

the Town of Riverhead Municipal Parking District No. 1 property for the storage

and maintenance of liquid propane tanks used in connection with the existing

restaurant business at 65 East Main Street, Riverhead 11901, which premises is

also known as SCTM # 0600-128-06-76.1 (the “premises”); and

WHEREAS, by Town Board resolution number 488, adopted on June 19,

2012, the Town Board of the Town of Riverhead authorized the continued use of

the portion of the Town of Riverhead Municipal Parking District No. 1 property

(the “licensed premises”) for approximately 6.5 feet by 8.5 feet of the deck and

the storage and maintenance of liquid propane tanks used in connection with the

existing restaurant business at 65 East Main Street, Riverhead 11901; and

WHEREAS, the Licensee wishes to utilize the licensed premises which

measures about 6.5 feet by 8.5 feet and is depicted on Schedule A annexed

hereto from the Town of Riverhead Municipal Parking District No. 1 in

connection with its restaurant business known as PeraBell Riverhead; and

WHEREAS, the Town of Riverhead and the Town Board as the governing

body of the Riverhead Municipal Parking District No. 1 wishes to grant the

Licensor the right to so same.

NOW, THEREFORE, in consideration of the mutual agreements herein

contained, Licensor and Licensee, for themselves and their successors, hereby

agree as follows:

1. Licensing: Upon the terms and conditions hereinafter set forth,

Licensor hereby licenses to Licensee the right to use the licensed premises.

The licensed premises are described in Schedule A attached hereto.

2. Term of the License: The term of this License (the “term”) shall

commence on April , 2016 and shall continue to December 31, 2017, unless

extended in writing by mutual agreement.

3. Condition of the License Property. Licensee is familiar with the

licensed premises, has examined same and is aware of defects, if any in it.

Notwithstanding the foregoing, Licensee agrees to accept the licensed

property for use "as is” condition.

4. Insurance and Indemnification: Licensee will be responsible for

providing and maintaining comprehensive general liability insurance in

the amount of not less than $2,000,000 with a company or companies

reasonably satisfactory to the licensor. Licensee will provide certificates

of the foregoing insurance, showing the Town of Riverhead and the Town

of Riverhead Municipal Parking District No. 1 as additional insureds to

the extent of their interest Licensee agrees to indemnify and hold

Licensor and Town, and their respective officers, employees, agents,

representatives and officials harmless from any and all loss or liability

associated with the activities-described herein, including liability for

damages to property or for injuries or death to persons which may arise

from, or be attributable or incident to the use by Licensee and its

employees, agents, representatives and concessionaires, or attendees,

excepting liability caused by the negligence of Licensor or the Town or its

employees, agents or representatives. Without limiting the generality of

the foregoing, Licensee agrees to indemnify and hold licensor and the

Town harmless from any lien claimed or asserted for labor," materials or

services furnished to Licensee in connection with the use of the property. 5. License Fee: The fee for the license shall be $200.00 per year. For

calendar year 2016, the license fee shall be pro-rated to $150.00, which sum

shall be payable upon execution of the license agreement. The license fee

shall be prorated should the licensee purchase the licensed premises from the

Town.

6. Use of License Property: Licensee agrees to utilize the licensed

properties exclusively for the deck and the utilities described herein in connection

with the restaurant use.

7. Repair, Maintenance and Inventory of License Premises:

a) Licensee agrees to maintain the licensed area free of trash and debris

and to return the premises back to its original condition following completion

of the license term.

b) Licensee shall not be permitted to alter the licensed premises without

the prior permission of the licensor.

8. Assignment: Notwithstanding anything to the contrary

contained in the License, Licensee shall not assign this license, license

the licensed premises, in whole or in part, or permit Licensee's interest to

be vested in any other party other than Licensee by operation of law or

otherwise. A transfer of more than fifty (50%) percent at any one time, or

in the aggregate from time to time, of the stock, partnership or other

ownership interests in Licensee, direct or indirectly shall be deemed to be

an assignment of this License.

9. Indemnity: Licensee shall indemnify and hold the Licensor

harmless from and against any and all claims, actions, liabilities, losses ,

costs and expenses, arising from or in connection with the use of the

licensed premises.

10. Notices: Any notices to be given under this License shall be in

writing and shall be sent by registered or certified mail, return receipt requested.

If such notice is directed to Licensor, it shall be addressed to the attention of the

Riverhead Town Supervisor at 200 Howell Avenue, Riverhead, New York

11901. If such notice is directed at the Licensee, it shall be addressed to John

Peragine, PB Riverhead LLC, 69 East Main Street, Patchogue, New York

11772.

11. Miscellaneous: Merger. All prior understandings and agreements

between the parties with respect to the subject matter hereof are merged within

this agreement, which alone, fully and completely sets forth the understanding

of the parties with respect to the subject matter hereof, this license may not be

changed or terminated orally, or in any manner, other than in writing signed by

the party against whom enforcement is sought.

IN WITNESS WHEREOF, Licensor and Licensee do hereby execute

this License as of the date and year first above written.

PB RIVERHEAD LLC TOWN OF RIVERHEAD By: ____________________ By: ____________________

TA 3-15-16 Authorize ABL, Cyber Security & Policies

04.05.2016 160246

TOWN OF RIVERHEAD

Resolution # 246

AUTHORIZES THE SUPERVISOR TO EXECUTE AN AGREEMENT WITH ABL COMPUTING, INC.



WHEREAS, the Town of Riverhead retained ABL Computing, Inc. (“ABL”) to perform a “Risk and Security Assessment” of the Town’s s IT environment (the “Cyber Risk Assessment”); and

WHEREAS, by Resolution 186, adopted on March 15, 2016, the Town Board

authorized that a Professional Services Agreement be entered with ABL to provide and facilitate updates and additions to the Town’s IT policy based upon that assessment; and

WHEREAS, ABL has also proposed to provide professional services to carry out

the migration of emails exclusive of licenses for 185 users at a cost not to exceed $13,300.

NOW, THEREFORE, BE IT RESOLVED, that the Town Board hereby authorizes

the Supervisor to execute a Professional Services Agreement with ABL for a sum not to exceed $13,300 in a form approved by the Town Attorney in order to perform the migration of email as provided under the proposal; and be it further


THE VOTE




04.05.2016 160247

TOWN OF RIVERHEAD

Resolution # 247

AUTHORIZES EXECUTION OF CONTRACT WITH SEED CLAM ADMINISTRATOR



WHEREAS, the TOWN, in connection with its Municipal Operations, requires services consisting of the following: Seed Clam Administrator – Year 2016; and

WHEREAS, David Lessard, Contractor, is willing to provide the following

services to the Town: Description of Services: Administration of Seed Clam Program Date(s) and Hour(s) of Services: Year 2016

NOW, THEREFORE, BE IT RESOLVED, that the David Lessard is appointed Administrator of the Town of Riverhead Seed Clam Program – Year 2016; and BE IT FURTHER RESOLVED, that the Supervisor be and is hereby authorized to execute the attached agreement in connection with the administration services of the aforementioned individual; and

BE IT FURTHER RESOLVED, all Town Hall Departments may review and obtain a copy of this resolution from the electronic storage device and if needed, a certified copy of same may be obtained from the Office of the Town Clerk.

THE VOTE


Walter Yes No


AGREEMENT BETWEEN The TOWN OF RIVERHEAD, a municipal corporation with offices at 200 Howell Avenue, Riverhead, New York, hereinafter referred to as “TOWN” and DAVID LESSARD, a partnership/corporation/limited liability partnership, with offices at P.O. Box 139, Jamesport, New York, Vendor Number 029027, hereinafter referred to as “CONTRACTOR”

WITNESSETH

WHEREAS, the TOWN, in connection with its Municipal Operations, requires services consisting of the following: Seed Clam Administrator – Year 2016; and

WHEREAS, the Contractor, is willing to provide the following services to the

Town: Description of Services: Administration of Seed Clam Program Date(s) and Hour(s) of Services: Year 2016

IT IS HEREBY AGREED by the TOWN and CONTRACTOR as follows:

1. That CONTRACTOR shall provide and fully perform, to the TOWN’S satisfaction, the aforementioned services to the TOWN on the date(s) and times(s) stated above.

2. In return for CONTRACTOR’S services, the TOWN shall pay CONTRACTROR as follows: The sum of Five Thousand ($5,000.00) Dollars payable in half-payments of Two Thousand Five Hundred ($2,500.00) Dollars each in April, 2016 and September, 2016.

3. Administration shall include the bidding process and oversight of facilities to provide seed. The TOWN is responsible for the cost of repair and materials of their rafts, which contain the clams.

DATED: Riverhead, New York April_____, 2016 TOWN OF RIVERHEAD By:___________________________ SEAN WALTER, Town Supervisor CONTRACTOR By:___________________________ DAVID LESSARD

04.05.20.16 160248

TOWNOFRIVERHEAD

Resolution # 248

REAPPOINTS MEMBER TO THE BOARD OF ASSESSMENT REVIEW



NOW, THEREFORE, BE IT RESOLVED, that Judith O’Connell is hereby reappointed to the Board of Assessment Review, nunc pro tunc, for a term to commence on October 1, 2015 and continue through September 30,2020, in accordance with Section 523 of the Real Property Tax Law, at the annual salary established under Town resolution #2008-625; and be it further

RESOLVED, that the Town Clerk be and is hereby authorized to forward a copy

of this resolution to Judith O’Connell, 113 Wading River Road, Wading River, NY 11792, the Assessor's Office, Suffolk Co. Real Property Tax Service Agency, 300 Center Drive, Riverhead NY 11901, the Personnel Office, and the Accounting Department; and be it further



THE VOTE


Walter Yes No


TB Sets Date of Litter Awareness 2016

04.05.2016 160249

TOWN OF RIVERHEAD

Resolution # 249

SETS DATE OF ANNUAL RIVERHEAD LITTER AWARENESS AND SPRING CLEANUP DAY



WHEREAS, Riverhead Town has recognized and supported interest in continually improving the appearance of the Town of Riverhead; and

WHEREAS, each year a date is designated as “Litter Awareness and Spring

Cleanup Day,” whereby the community comes together and conducts litter patrols throughout the Town.

WHEREAS, this year volunteers will meet at Riverhead Town Hall on Saturday,

May 7 at 9:00am to assist with this year’s clean-up. NOW, THEREFORE, BE IT RESOLVED, that the Town Board designates

Saturday, May 7, 2016, as “Riverhead Litter Awareness and Spring Cleanup Day,” encouraging all residents to participate; and be it further

RESOLVED, all Town Hall Departments may review and obtain a copy of this resolution from the electronic storage device and if needed, a certified copy of same may be obtained from the Office of the Town Clerk.

THE VOTE




TB Sets 2016 Cardboard Boat Race

04.05.2016 160250

TOWN OF RIVERHEAD

Resolution # 250

SETS DATE AND TIME OF 7TH ANNUAL “GREAT RIVERHEAD CARDBOARD BOAT RACE”



WHEREAS, the Riverhead Town Board and the Riverhead Business Improvement District believe in promoting community events in Downtown Riverhead; and

WHEREAS, the Riverhead Town Board and the Riverhead Business

Improvement District have undertaken the task of organizing a riverfront event known as the “Great Riverhead Cardboard Boat Race”; and

WHEREAS, the Peconic Riverfront is an excellent location for a cardboard boat

race; and

WHEREAS, the interested parties may contact the Riverhead Business Improvement District, Councilman James Wooten or Councilman Tim Hubbard; and

WHEREAS, the Seventh Annual “Great Riverhead Cardboard Boat Race” will be

free of charge and open to all.

NOW, THEREFORE, BE IT RESOLVED, that the Seventh Annual “Great Riverhead Cardboard Boat Race” will be held on the Peconic Riverfront in downtown Riverhead at 12:00 p.m. on Sunday, June 26, 2016; and be it further

RESOLVED, that the Town Clerk is hereby directed to forward a copy of this

resolution to the Riverhead Business Improvement District, the Engineering Department, the Chief of Police, the Highway Superintendent, and the Chief of the Riverhead Fire Department; and be it further

RESOLVED, that all Town Hall Departments may review and obtain a copy of this resolution from the electronic storage device and if needed, a certified copy of same may be obtained from the Office of the Town Clerk.

THE VOTE



Y:\2016 RESOLUTIONS\04.05.16\251a - WTR - Reso Auth PH re lease Cing Wireless.docx

04.05.2016 160251

TOWN OF RIVERHEAD

Resolution # 251

AUTHORIZES NOTICE OF PUBLIC HEARING REGARDING LEASE BETWEEN RIVERHEAD WATER DISTRICT AND

NEW YORK CINGULAR WIRELESS PCS



WHEREAS, the Riverhead Town Board as governing body of the Riverhead Water District has entered into lease negotiations with New York Cingular Wireless PCS for premises located at 1035 Pulaski Street, Riverhead, New York, Suffolk County Tax Map No. 0600-124-01-27, and

WHEREAS, the Town Board desires to call a public hearing to consider said

lease. NOW, THEREFORE, BE IT RESOLVED, that the Town Clerk be and is hereby

authorized to publish and post notice of public hearing on this matter to be held on the 19th day of April, 2016 at 7:10 pm at the Riverhead Town Hall, 200 Howell Avenue, Riverhead, New York to hear all interested persons, and

BE IT FURTHER RESOLVED, the Town Clerk be and is hereby authorized to

publish and post a copy of this resolution in full without the attached lease in the April 7, 2016 edition of The News Review, and

BE IT FURTHER RESOLVED, that a copy of said lease is attached and

available for review at the Office of the Town Clerk, and

BE IT FURTHER RESOLVED, that all Town Hall Departments may review and obtain a copy of this resolution from the electronic storage device and if needed, a certified copy of same may be obtained from the Office of the Town Clerk.

THE VOTE




04.05.2016 160252

TOWN OF RIVERHEAD

Resolution # 252 PAYS BILLS



ABSTRACT #16-08 March 30, 2016 (TBM 04/05/16)

Grand

Fund Name Fund # Ckrun Totals

GENERAL FUND 1 1,397,691.93 1,397,691.93 RECREATION PROGRAM FUND 6 14,677.92 14,677.92 HIGHWAY FUND 111 187,652.28 187,652.28 WATER DISTRICT 112 165,128.94 165,128.94 RIVERHEAD SEWER DISTRICT 114 70,668.71 70,668.71 REFUSE & GARBAGE COLLECTION DI 115 2,461.89 2,461.89 STREET LIGHTING DISTRICT 116 13,766.89 13,766.89 PUBLIC PARKING DISTRICT 117 78.30 78.30 AMBULANCE DISTRICT 120 2,247.05 2,247.05 EAST CREEK DOCKING FACILITY FU 122 4,299.21 4,299.21 CALVERTON SEWER DISTRICT 124 1,672.05 1,672.05 RIVERHEAD SCAVENGER WASTE DIST 128 36,303.14 36,303.14 WORKERS' COMPENSATION FUND 173 4,093.24 4,093.24 CDBG CONSORTIUM ACCOUNT 181 10,000.00 10,000.00 WATER DISTRICT CAPITAL PROJECT 412 41,013.25 41,013.25 CALVERTON SEWER CAPITAL PROJEC 424 1,484.00 1,484.00 TRUST & AGENCY 735 835,039.40 835,039.40 CALVERTON PARK - C.D.A. 914 561.2 561.2 TOTAL ALL FUNDS 2,788,839.40 2,788,839.40

THE VOTE


Walter Yes No

The Resolution Was Thereupon Duly Declared Adopted

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