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2011-03-CEC-ATM-rpt
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2011-03-CEC-ATM-rpt
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Last modified
12/14/2022 4:16:21 PM
Creation date
5/6/2015 12:01:21 PM
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Year
2011
Author or Source
Capital Expenditures Committee
Department
Town Clerk
Keywords or Subject
Town Meeting CAPITAL EXPENDITURES COMMITTEE REPORT TO 2011 ATM
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CAPITAL EXPENDITURES COMMITTEE REPORT TO 2011 ATM <br /> there under Articles 16(b) & 17(c); funded there under Article 5). Funding for Phase 1, of a 3-phase <br /> implementation plan, was included in the FY2011 capital budget, but as that study had not been fully <br /> vetted, Town Meeting Indefinitely Postponed the Article. Funding for Phase 1 will not be requested in the <br /> FY2012 budget since the Town Manager deferred the project. <br /> Fire Hydrant System <br /> The Town of Lexington has approximately 1,500 hydrants in its fire-protection system. To maintain an <br /> effective system, approximately 25 hydrants must be replaced every year. <br /> Costs for hydrant replacement are evenly divided between Tax Levy funds and Water Enterprise Funds. <br /> (See Article 10(h)) <br /> Dam Repair <br /> The State Department of Conservation and Recreation mandates inspection every three years of dams that <br /> are rated significant hazard dams. The Butterfield Dam on Lowell Street is one such dam. The inspection <br /> in FY2011 led to the proposed capital project. (See Article 10(a)) <br /> Pedestrian Signal Improvements <br /> Many of the Town's pedestrian signals at street crossings are outdated and, sometimes,malfunctioning. <br /> FY2012 request for Town wide Signalization Improvements provides for updated pedestrian signals at <br /> Bedford Street/Hill Street/Revere Street intersection. (See Article 10(m)) There is also a project in the <br /> Traffic Mitigation arena that provides for installation of a high visibility pedestrian crossing on Waltham <br /> Street in the vicinity of Brookhaven. (See Article 10(n)) <br /> Storm-Water Drainage System <br /> Storm drains which line the Town's streets occasionally fail due to heavy loads passing over them and/or <br /> loss of supporting soil around them, creating holes in the street. In addition, as streets are repaired and <br /> repaved, it is frequently discovered that the storm-drainage system is seriously deteriorated. Concurrent <br /> drainage system repairs are required to prevent further deterioration of an unsafe condition and to protect <br /> newly paved secondary streets. It is also necessary, some times,to study and repair drains where overflow <br /> conditions develop and/or complaints are received. <br /> The FY2012 request funds such repairs and, also, works toward compliance with new Storm water Phase <br /> II regulations,which require increased monitoring and testing of storm water. (See Article 10(c)) <br /> Storm Water Management <br /> State Department of Environmental Protection (DEP) regulations require the Town to maintain its <br /> 18 brooks, three watersheds, and its numerous wetlands in a condition such that they do not reduce the <br /> volume of water that can be handled by our storm-drainage systems. Sediment and broken tree limbs <br /> impede the flow of water and cause flooding and damage to private property, thus creating liabilities for <br /> the Town. <br /> The FY2012 request is to begin the design of improvements to the Charles River Watershed as <br /> recommended in the engineer's report submitted at the end of phase one of the three-phase watershed <br /> study funded in FY2010 (described there under Articles 15(c)). (See Article 10(1)) <br /> Wastewater System <br /> The wastewater(sanitary-sewer) system, like the water-distribution system, has sections that date back to <br /> the early 1900s. Due to age-related deterioration, some sections are susceptible to storm-water infiltration <br /> and with deficient pumping causing overloading of parts of the system. There is an ongoing program of <br /> replacing and repairing sections of the system. <br /> 24 <br />
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