Loading...
HomeMy WebLinkAboutWQCS00312_NOI_NOV2020DV0263_Response_20200615CITY OF ARCHDALE 307 BALFOUR DRIVE P.O. BOX 14066 ARCHDALE, NORTH CAROLINA 27263 PHONE: (336) 431-9141 FAX: (336) 431-2131 June 15, 2020. Mr. Lon T. Snider, Regional Supervisor Water Quality Regional Operations Section Winston-Salem Regional -Office ((( Division of Water Resources, NCDEQ 450 West Hanes Mill Road, Suite-300 Winston-Salem, NC 27105 NC Department of Environmental Quality Received JUN 18 2020 Winston-Salem Regional Office Subject: Response to Notice of Violation & Intent to Issue Civil Penalty Tracking No.: NOV-2020-DV-0263 Sanitary Sewer Overflows — March 2020 Collection System Permit No. WQCS00312 Archdale Collection System Randolph County I acknowledge receipt of your Notice of Violation & Intent to Issue Civil Penalty regarding an SSO event on March 12, 2020. The NOV, dated 6/3/2020, was received 6/9/2020. The following bullet points, narrative, and attachments have been included to explain the cause of this event and the actions being taken to prevent future similar overflows. Incident Number 202001009: Thursday, March 12, 2020 • A sewer smell was reported by employees of a business along Cheyenne Drive. They were concerned there may be a sewer backup at their facility. • Staff reported to the scene and discovered that an overflow was occurring on the outfall line behind the business. Staff went to work diagnosing the situation and making repairs. When the overflow ended, City staff cleaned the immediate area and applied hydrated lime as required by the City of Archdale's Sewer Overflow Response Plan. N Narrative: Employees of a local business called about a sewage smell and explained they believed their facility was experiencing a sewer backup. They asked for assistance in determining what to do next. Staff reported to the building and ultimately discovered that the source of the smell was an overflow occurring at a manhole on the outfall line behind the business. The Public Works Director, Sewer System Supervisor (ORC), and necessary staff began the process of minimizing the impact of the overflow. Equipment was brought onsite to excavate a holding pond to limit the amount of overflow reaching the nearby creek. Meanwhile, the manhole was opened, and the line cleared to get the wastewater flowing. It was determined that roots had entered the line and caused the backup. In the process of clearing the vegetation, staff also found bricks (origin unknown) inside of the manhole. Staff utilized safety harnesses to enter the manhole and remove the bricks and remaining roots. Once the manhole was again operational, the holding pond was pumped back into the sewer line: The area was cleaned, and hydrated -lime was applied. When debriefing with staff after the SSO event, it was learned that we were unaware of this manhole prior to the overflow. The City's mapping showed this manhole further south than it is in reality. Additionally, the outfall line follows a Piedmont Natural Gas easement which is very well maintained year-round (picture included). Almost all of the manholes on this stretch are elevated cones rising 2'-4' above grade level. This manhole, and one directly adjacent are currently at grade and a few feet off of the mowed easement. It is unclear why these two manholes were not raised when constructed in the 1980's, as they are close to a tributary of Muddy Creek. In any case, vegetation had grown into the sewer system, which led to this SSO. In order to avoid this issue in the future, the locations of these two manholes have been updated in our GIS mapping system and specifically noted in our easement mowing schedule. Additionally, once the area has dried enough to access it appropriately, both manholes will be raised to increase visibility and limit potential impacts on the nearby stream during flood events. It was disappointing to learn that this backup could have been prevented. However, it highlights the fact that the City wishes to update our utility mapping. Great steps have been taken in our GIS over the years, but a full scale effort to map the water and sewer systems is in order. The City has applied 2 timesin recent years for AIA funding to assist with these costs. In the FY21 budget, we have included $50,000 as leverage towards our next application for funding assistance, and we hope to be successful. Ironically, one factor working against the City in prior applications was a lack of SSO events to report. In recent years, we have encountered more issues than ever in this regard and expect to score 'better as a result. It is also worth mentioning that the City continues to take an aggressive approach to maintaining existing sewer lines and pump stations. A quick review of our budget shows our commitment to maintaining what we have as a priority over adding new water and/or sewer lines. All pumps and generators receive annual PM, replacement pumps are planned for annually in the CIP, and temporary bypass pumps are brought in when deemed necessary due to pump station issues or when extreme weather events are forecasted. A reorganization of the City's Public Works Department took place in January 2019. One of the driving reasons for this change was a desire to have better accountability for Archdale's Water Distribution and Wastewater Collection permits. Inaddition to these organizational changes, several large expenditures are planned for the sewer system. For example, projects like a $300-400k electrical upgrade to the Weant Road pump station and the addition of a permanent generator at the Oak Forest pump station are nearing completion. Additionally, a $1.3M force main (16") is almost complete which will parallel the current 14" force main. This redundancy is imperative as the Weant Road pump station sends most of Archdale's wastewater along this route to High Point for treatment. And, it is just that, a redundant effort that specifically does not add new customers or revenue. It simply offers better options for maintenance, keeps our staff safe when doing work, and minimizes the chance of a major SSO in the event of a failure. The size of that investment for a community Archdale's size (with no revenue in return), should signal our good intentions to properly meet the requirements of the collection permit. Should you have questions or need further information about this matter, please let me know. I can be reached by telephone at (336) 434-7346 or by email at zholden@archdale-nc.gov. Sincerely, X14 Zeb Holden City Manager Cc: Lloyd Wilson, Public Works Director Chris Davis, Sewer System Supervisor, ORC Phillip Yates, Water System Supervisor Attachments: 1) Picture of easement maintenance. 2) Aerial image showing FEMA blue line stream and location of SSO. 3) Map of outfall line and manholes. Ha =e .. Disclaimer. Ibis map was compiled from recorded deeds, plats, and other public records and data. Users of this data are hereby notified that Map Scale = the aforementioned public information sources should be consulted for verification of the information. Randolph County, its agents and 1 inch = 333 feet employees make no warranty as to the accuracy ofthe ih formation on this map. 6/16/2020 FIX k •p iL 41 s<ra ,LUr 10 JL ! r'4 s iQ rE_i ear ! 1 Z;,s l 4 H -Q f4. I '--•L> >"'^fl•,w+.i'•+I+uF.�.l«':� ' r7d 1l _, ra la �ar,r5e` ! y Y j �. %j' LJ stir r.4 Two manholes at ground r level to be raised; located across ditch from where mapped 0�;.M X . riy Y r Map 611512020 ZH t l