Facility Name:
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Winooski
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Caller Name And Title:
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John Choate, Utility Manager, Dept of Public Works
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Municipality:
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Winooski
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Location (street or site):
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West Canal Street near intersection with Mayo Street
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Incident Start Date:
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01/21/2016
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Incident End Date:
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01/25/2016
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Incident Start End Times:
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Estimated Duration Of Event:
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Nature Of Incident:
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Discharged untreated sewage
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Estimated Volume (gallons):
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1,000 to 10,000 gallons
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Cause Of Discharge:
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Crack/Hole in Pipe
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Type Of Obstruction:
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Point Of Discharge:
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Stormwater Collection System
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Corrective Action Taken:
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On 1/22/2016, City staff installed a sump pump in the upstream manhole to minimize the amount of sewage flowing into the 16 inch diameter brick sewer. In addition the manhole was cleaned by a vacuum truck each morning. The City retained the Hartigan Co. who were on-site early on 1/25/2016 to inspect and clear the brick sewer. Early in the afternoon the blockage was found and removed. The City will slipline the brick sewer asap.
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Waterbody Impacted:
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Winooski River
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Contact Name And Title For Public:
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John Choate, Utility Manager
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Call Date:
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01/22/2016
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WW Staff Called:
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Jeff Fehrs
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Type Of Notification:
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Phone
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Public Overflow Report For Web:
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Y
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Description Of Incident:
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On 1/21/2016, City staff became aware of sewage-like odors in the area of City Hall and West Canal Street. On 1/22/2016, the source of the odors was narrowed down to catch basins and where a stormwater systems discharges to the Winooski River downstream of the canoe access located near the CCRPC offices.
The source of the sewage was determined to be a 16 inch diameter brick sewer where a blockage caused by a combination of debris and grease caused ponded sewage (due to the blockage) to leak into the foundation drain of an adjacent apartment building. The foundation drain is connected to the stormwater collection system that discharges to the Winoosk River.
The start date is based on the date odors were first noticed. The end date is based on when the blockage was removed. The estimated volume is based on the possible number of connections to the sewer and the flow observed during the incident.
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