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HomeMy WebLinkAboutNC0025453_NOV-2021-PC-0229_20210430Hayes, Mitch From: James O. Warren <jowarren@townofclaytonnc.org> Sent: Friday, April 30, 2021 12:55 PM To: Vinson, Scott Cc: Hayes, Mitch; Manuel, Vanessa; Rich Cappola; JD Solomon; Byron Poelman; William Simpson Subject: [External] NOV Reply Attachments: NOV Reply 4 1 2021.pdf CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to Report Soam. Mr. Vinson Please see the attached reply for the NOV-2021-PC-0229 issue to the Town of Clayton, I am forwarding the hard copy today. Please contact me at 919-553-1536 if you have any questions. Sincerely, James Warren Town of Clayton NC t "'LK\1(1. 1 1.E('71? I( SICI. '9 Oh 5c1.1530 \ EFIa Li: NIA1:', 11: `. I\( 1 ,91u);;1.14 Date; 4/30/2021 TOWN OF CLAYTON OPERATIONS CENTER Scott Vinson, Regional Supervisor Water Quality Regional Operations Section Raleigh Regional Office Divisior. of Water Resources, NC DEQ 3800 Barrett Drive Raleigh, NC 27609 L `.L1ra.`\if' 1 I'1 1:1 !s VI'PF t Re: Reply to Notice of Violation NOV-2021-PC-0229, Intent to Assess Civi: Penalties Dear Mr. Vinson: The Town of Clayton wou:d like to provide the following response to the NOV-2021-PC-0229, Intent to Assess Civil Penalties received by the Town of Clayton, NC on April 21, 2021. As previously reported the Town experienced a pipe fa:lure on the discharge side of the influent station, the incident was discovered by the on ca I operator who was performing the weekend plant inspection The operator contacted the ORC as required and informed the Water Sewer Maintenance Department of the need to mobilize. Theroot cause of the failure was a fissure in the twelve inch ductile iron pipe on the discharge side at the influent pump stat'on. The line is located four feet below grade under a 480 volt cement duct bank in a congested area. The area is located in one of the lower areas at the plant site and contains a great deal of stone placed during the initial construct:on of the pump station. The Town mobilized a crew of n.ne along with 2 vactor trucks, mini excavator, tandem dump truck and various equipment transport vehicles. The repa r was especially challenging due to the location of the break and soil conditions. The pump station eventually had to be turned off to allow for the safe repair of the break due to soil conditions. Godwin pumps was contacted in an effort to mobilize a temporary pumping scenario however, due to the diligence of the Town's water & sewer crew the leak was repaired prior to mobilization of a bypass pump. Remediation of the area occurred over a two day event. Crews removed spillage material from around the area and disinfected the ground with lime. A pump was set up downstream of where the storm water discharge enters the stream and crews flushed and pumped any materials that had deposited during the event back into the facility. Overall the cost of the repa r and cleanup was $ 11,535.34. This repair would have required an outside contractor several years ago without the Town's commitment to the environment through capital funding for equipment and staffing The Town is currently evaluating means to reduce the possibilities of having this type of failure to occur in the future The Town continues to implement an aggressive Capital Improvements Plan that includes the huilding and commissioning of a new 6.0 rngd water reclamation facility by December of 2023. The project includesa new off -site plant, two transmission projects, and the decommissioning of the current facility. Current estimates of the cost of the overall project is $120.000,000 The project represents to Town's commitment to provide exceptional service through infrastructure replacement and the need to provide for future growth. The new pump station scheduled to be built will have standby duty pumps, emergency diesel pumps, backup generator and a bypass connection The Town has also spent an estimated $1,100,000 to purchase two new vactor trucks, TV trailer, and a rubber tired back hoe in the past five years for the maintenance of water and sewer lines The Town of Clayton requests some consideration on the basis of our overall effort to reduce the frequency and impacts of the inherit nature of maintaining water and sewer lines. This event would have been very difficult to predict for any system, however we feel our response was very good considering the timing and difficulty of the repair. Please contact me directly at 919.553-1536 if you have any questions. Sincerely 4J4ames Warren, ORC Wastewater Treatment Superintendent Town of Clayton, NC