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HomeMy WebLinkAboutWQCS00013_NOV-2020-DV-0244 Response_20200610June 10, 2020 Mr. Scott Vinson, Regional Supervisor Water Quality Regional Operations Section Raleigh Regional Office Division of Water Resources, NCDEQ 1628 Mail Service Center Raleigh, NC 27699-1628 Location: 3800 Barrett Drive, Raleigh, NC 27609 UTILITIES DEPARTMENT CERTIFIED MAIL Subject: Notice of Violation (NOV-2020-DV-0244) — Sanitary Sewer Overflows — April, 2020, Collection System Permit No. WQCS00013 Dear Mr. Vinson: On May 26, 2020 the Town of Cary Utilities Department received a Notice of Violation (NOV) letter dated May 19, 2020 from the North Carolina Department of Environmental Quality, Division of Water Resources — Raleigh Regional Office for two sanitary sewer overflows (SSO) that occurred in the month of April 2020. The NOV letter required a written response within 60 business days from receipt of the letter with remediation steps taken to correct the noted noncompliance. The Town appreciates the opportunity to provide the following remedial actions performed as a result of the following SSO incident and includes actions to prevent future occurrences. Location incident # 1 Date 4/20/2020 Total Gallons 50 Gallons to Surface Water 50 DWR Action Notice of 105 Dundee Court 202001235 Deficiency 200 Block Chimney 202001253 4/26/2020 2,000 2,000 NOV Rise Drive NC Dept of KnAV01111101taf f�4anl�t+� JUN 15 2020 Raleigh Regional Offioo TOWN OfCARY 400 James Jackson Avenue - Cary, NC 27513 - PO Box 8005 - Cary, NC 27512-8005 tel 919469-4090 - fax 919469-4304 - www.townofcary.org NOV Response Letter INOV-2020-DV-02441 June 10 2020 Background and Follow Up Actions: 105 Dundee Court — On April 22, 2020 Town staff were notified of a sewer cleanout overflowing at 105 Dundee Court, Cary and immediately responded. The blockage was cleared in the sewer lateral and the cause was identified as root intrusion. The roots were cut out and removed from the service later. The sewer overflow reached a small unnamed tributary to MacGregor Lake that was approximately 20 feet from the sewer cleanout. Town staff used a conductivity meter to identify the distance the sewer spill traveled in the creek. Conductivity readings were performed in the creek flow with a measurement upstream of the spill site of 153 pslcm and a measurement approximately 250 feet downstream of 169 pslcm. Measurements in between had a maximum measurement of 225 pslcm. Town staff created a small temporary dam and pumped the water content of the creek and the sewer spill into the sanitary sewer system for treatment. There was recently a rainfall event that provided sufficient flow in the creek to flush residual wastewater to the pump for cleaning the creek. After pumping the stream flow a final reading was obtained at 161 pslcm matching closely to the natural water conductivity. No fish kill was observed with this event. All sewage debris was picked -up and powdered lime was applied on the ground around the spill site and raked in to treat the soil. The sewer main is vitreous clay pipe and is chemically treated for roots every two years. The root intrusion occurred within the 4-inch sewer lateral just downstream of the sewer cleanout. Following the removal of the roots from the sewer line lateral, the service was dug up and repaired to help prevent future root intrusion. 200 Block Chimney Rise Drive — On April 26, 2020 the Town received call of an overflowing manhole (SP75316121) and responded immediately. The sewer blockage was cleared shortly after staff arrived on scene. While hydraulically jetting the sewer line to clear the blockage, a large volume of sanitary wipes and paper debris accumulation was noted and identified as the primary cause for the blockage. The overflowing manhole is located approximately 250 feet from Kildaire Farm Lake in which an estimated 2,000 gallons of wastewater escaped and entered the lake. Cary staff performed the following conductivity testing after the overflow was stopped. Location (in Lake) Date Distance Conductivity Reading —Spill Entry Point Aril 26 0 315 Left of Ent Point Aril 26 25 290 Right of Entry Point Aril 26 25 150 Left of Entry Point Aril 26 50 180 of Ent Point (Upstream) Aril 26 50 140 Spill Ent Point Aril 27 0 180 Left of Entry Point April 27 50 140 As a result of the conductivity readings obtained and no sewage debris entering the lake, no water was pumped from the lake. No fish kill was observed with this event. There was no sewage debris that escaped the manhole to be picked up, powdered lime was applied on the ground around the spill site and raked in to treat the soil. Fecal coliform samples were collected and analyzed on May 11, 2020 as a water quality indicator and provided NOV Response Letter NOV-2020-DV-0244 June 10.2020 to members of the lake's homeowners association (HOA). An aerial map that includes testing locations and results is attached (Attachment A). Following the removal of the blockage, Cary staff performed video inspection and cleaned surrounding nearby sewer lines to help ensure there would not be another blockage. Information has been widely distributed on proper disposal of trash and sanitary wipes and asking citizens/public to put trash in a trash can not the sewer system in the last 3 months. Our contact with the Kildaire Farm Lake HOA was very much aware of the information and the education outreach on not using the sewer system as a trash can. Cary continues to use its communications and social media outlets to provide information to citizens and users of our sewer system on best practices and proper use of the sewer system. The Town of Cary appreciates the opportunity to provide additional information and remedial actions taken to prevent future occurrences of sewer overflows at this location. If we can answer any questions or provide additional information, please feel free to contact Donald Smith, Wastewater Collection System Manager at (919) 469-4095. Sincerely, Donald Smith Wastewater Collection System Manager/ORC Cc: Jamie Revels, Utilities Director Scott Hecht, Public Works Director Paul Campbell, Wastewater Collection System Operator Enclosed: Attachment A — Kildaire Farm Lake Fecal Testing Map/Results Collection System SSO Report #202001253 — Chimney Court Collection System SSO Report #202001235 — Dundee Court DWR State of North Carolina Department of Environment and Natural Resources Division of Water Resources Division of water Resources Collection System Sanitary Sewer Overflow Reporting Form Form CS-SSO PART I: This form shall be submitted to the appropriate DWQ Regional Office within five business days of the first knowledge of the sanitary sewer overflow (SSO). Permit Number: WOCS00013 iWQCS# if active, otherwise use WQCSD#) Facility: Ca Collection System Owner: Town of Cary Incident #: 202001235 City: Cary County: Wake Region: Raleigh Source of SSO (check applicable): 0 Sanitary Sewer ❑ Pump Station I Lift Station SPECIFIC location of the SSO (be consistent in description from past reports or documentation - i.e. Pump Station 6, Manhole at Westall & Bragg Street, etc): 105 Dundee Court Manhole #: Latitude (Decimal Degrees): Longitude (Decimal Degrees): Incident Started Dt: 04/20/2020 Time: 4:00 pm Incident End Dt: 04/20/2020 Time. 05:30 pm (mm-dd-yyyy) (hh:mm AM/PM) (mm-dd-yyyy) (hh:mm AM/PM) Estimated Volume of the SSO: 50 gallons Estimated Duration (Round to nearest hour): 1:30 hours Describe how the volume was determined: Visual observation of discharge from cleanout ~— Weather conditions during the SSO event: Partly Cloudy Did SSO reach surface waters? 0 Yes []No ❑ Unknown Volume reaching surface waters (gals): 50 Surface water name. MacGregor Downs Lake Did the SSO result in a fish kill? ❑ Yes oNo ❑ Unknown If Yes, what is the estimated number of Fish killed? 0 SPECIFIC cause(s) of the SSO: 0 Roots 24 hour verbal notification (name of person contacted ): Cheng Zhang Q DWR ❑ Emergency Mgmt Date (mm-dd-yyy): 04/21/2020 _ Time (hh:mm AM/PM): _ 12:50:00 pm If an SSO is ongoing, please notify the appropriate Regional Office on a daily basis until SSO can be stopped. Per G.S. 143-215.1 C(b), the responsible party of a discharge of 1,000 or more of untreated wastewater to surface waters shall issue a RMELEgtoM within 24-hours of first knowledge to all print and electronic news media providing general coverage in the county where the discharge occurred. When 15,000 gallons or more of untreated wastewater enters surface waters, a Rgk&ggo shall be published within 10 days and proof of publication shall be provided to the Division within 30 days. Refer to the reference statute for further detail. The Director Division of Water Resources maIf take enforcement action for SSOs that are re wired to be re orted to Division unless it is demonstrated that: 1) the discharge was cause by sever natural conditions and there were no feasible alternative to the discharge; or 2) the discharge was exceptional, unintentional, temporary and caused by factors beyond the reasonable control of the Permittee and/or owner, and the discharge could not have been prevented by the exercise of reasonable control. Part II must be completed to provide a justification claim for either of the above situations. This information will be the basis WHETHER OR NOT PART III IS COMPLETED A SIGNATURE IS RE UIRED AT THE END OF THIS FORM CS-SSO Form Page: 1 PART )I: ANSWER THE FOLLOWING QUESTIONS FOR EACH RELATED CAUSE CHECKED IN PART I OF THIS FORM AND INCLUDE THE APPROPRIATE DOCUMENTATION AS REQUIRED OR DESIRED COMPLETE ONLY THOSE SECTONS PERTAINING TO THE CAUSE OF THE SSO AS CHECKED IN PART I (In the check boxes below, NA =Not Applicable and NE = Not Evaluated) A HARDCOPY OF THIS FORM SHOULD BE SUBMITTED TO THE APPROPRIATE DWR REGIONAL OFFICE UNLESS IS Roots Do you have an active root control program on the line I area in question? Yes C] No NA F1 NE Describe We have a root control ro ram where we treat for roots eve 2 ears. The location where the root intrusion and blockac was on a service lateral and not in the sewer main Have cleaning and inspections ever been increased at this location because of roots- [0 Yes No 0 NA M NE Explain: Due to the sewer lines in the area bein vitreous c!a0111IDe we have it included in our root control ro ram What corrective actions have been accomplished at the SSO location (and surrounding system if associated with the SSO)? The service later was cleaned and roots cut out. Blocka a was removed_ What corrective actions are planned at the SSO location to reduce root intrusion? Additional video inspection will be Derformed on the service lateral to identiff cause for root intrusion and make a repair Has the line been smoke tested or videoed within the past year? Yes [0 No NA n NE If Yes, when? Comments: The root blockage occurred within a 4 inch sewer lateral between cleanout and sewer main at the residence. The sewer main was clear and unobstructed. System Visitation ORC Yes Backup Yes Name: Donald Smith Cert# 1001030 Date visited: 4/20/2020 CS-SSO Form Page: 2 Time visited: TOO Pm How was the SSO remediated (i.e. Stopped and cleaned up)? setuR awroximately 250 feet down stream of the ml site in the unnamed t butaill ilif�o. Natural ow in the tributa Awas wa um ed into the sewers stem for dis oral. Conductive readings were collected u stream and downstream of the spill location. Tribute um In occurred fora roximatel one and a half hours until conductive readin sat the Pumping sit was similar to u stream readin s. No solids or debris collected in the stream. Powdered lime was a lied and raked in at the cleanout SICIIIIIII site. AI1 tilumped contents were disposed of in the sanita f sewers stem. As a representative for the responsible party, I certify that the information contained in this report is true and accurate to the best of my knowledge. Person submitting claim: Donald Bradley Smith Signature: lieiepnone Number. _ r Date: 04/24/20 01:10 pm Title: ( +&P, Any addition information desired to be submitted should be sent to the appropriate Division Regional Office within five days of t knowledge of the SSO with reference to the incident number (the incident number is only generated when electronic entry of th form is completed, if used), CS-SSO Form Page: 3 DWR State of North Carolina Department of Environment and Natural Resources Division of Water Resources Divlslon of Water Resources Collection System Sanitary Sewer Overflow Reporting Form Norm CS-SSO PART I: This form shall be submitted to the appropriate DWQ Regional Office within five business days of the first knowledge of the sanitary sewer overflow (SSO). Permit Number: WQCS00013 (WQCS# if active, otherwise use WQCSD#) Facility: Cary Collection System Owner: Town ofCary Incident #: 202001253 City: Cary County: Wake Region: Raleigh Source of SSO (check applicable): C1 Sanitary Sewer ❑ Pump Station / Lift Station SPECIFIC location of the SSO (be consistent in description from past reports or documentation - i.e. Pump Station 6, Manhole at Westail & Bragg Street, etc): 200 Block Chimney Rise Dr. Manhole #. SP75316121 Latitude (Decimal Degrees): Longitude (Decimal Degrees): Incident Started Dt: 04/26/2020 Time: 6:53 pm Incident End Dt: 04/26/2020 Time: 08.13 pm (mm-dd-yyyy) (hh:mmAMIPM) (mm-dd-yyyy) {hh:mmAMIPM) Estimated Volume of the SSO: 2,000 gallons Estimated Duration (Round to nearest hour): 1:20 hours Describe how the volume was determined: Visual observation and calculated area of wastewater discharge Weather conditions during the SSO event: Cloudy/Overcast Did SSO reach surface waters? Q Yes ❑ No ❑ Unknown Volume reaching surface waters (gals): 2000 Surface water name: Swift Creek Did the SSO result in a fish kill? ❑ Yes QNo ❑ Unknown If Yes, what is the estimated number of fish killed? SPECIFIC cause(s) of the SSO: 0 Debris in line 24 hour verbal notification (name of person contacted ): Cheng Zhang Q DWR ❑ Emergency Mgmt Date (mm-dd-yyy): 04/27/2020 Time (hh:mm AM/PM): 09:10:00 am If an SSO is ongoing, please notify the appropriate Regional Office on a daily basis until SSO can be stopped. Per G.S. 143-215.1 C(b), the responsible party of a discharge of 1,000 or more of untreated wastewater to surface waters shall issue a ress release within 24-hours of first knowledge to all print and electronic news media providing general coverage in the county where the discharge occurred. When 15,000 gallons or more of untreated wastewater enters surface waters, a Public notice shall be published within 10 days and proof of publication shall be provided to the Division within 30 days. Refer to the reference statute for further detail. The Director Division of Water Resources maF take enforcement action for SSOs that are re uired to be re orted to Division unless it is d monstrated that: 1) the discharge was cause by sever natural conditions and there were no feasible alternative to the discharge; or 2) the discharge was exceptional, unintentional, temporary and caused by factors beyond the reasonable control of the Permittee and/or owner, and the discharge could not have been prevented by the exercise of reasonable control. Part II must be completed to provide a justification claim for either of the above situations. This information will be the basis WHETHER OR NOT PART III iS COMPLETED A SIGNATURE IS REQUIRED AT THE END OF THIS FORM CS-SSO Form Page: 1 PART 11: ANSWER THE FOLLOWING QUESTIONS FOR EACH RELATED CAUSE CHECKED IN PART I OF THIS FORM AND INCLUDE THE APPROPRIATE DOCUMENTATION AS REQUIRED OR DESIRED COMPLETE ONLY THOSE SECTONS PERTAINING TO THE CAUSE OF THE SSO AS CHECKED IN PART I (In the check boxes below, NA = Not Applicable and NE = Not Evaluated) A HARDCOPY OF THIS FORM SHOULD BE SUBMITTED TO THE APPROPRIATE DWR REGIONAL OFFICE UNLESS IS Debris in line What type of debris has been found in the line? Buildup of sanitary wipes and pager debris Suspected cause or source of debris. Increased use and dis osal of disinfectant/sanita wipes into sewers stem flushin down toilet Are manholes in the area secure and intact? Yes No NA NE When was the area last checked/cleaned? 01/28/2020 Have cleaning and inspections ever been increased at this location due to previous Yes No NA NE problems with debris? Explain: After clearing the blockage on 8-inch sewer main. We conducted a video inspection following the blockage to ensure the sewer line was free flowing. Are appropriate educational materials being developed and distributed to prevent futi 0 Yes F1 No ❑ NA ❑ NE similar occurrences? Comments - Cary has increased our Rublic service announcements at this time and during COVID-19 res onse with anticipation that disinfectant wipes and sanitary wipes will increase in use and Possibl find their wa into the sewers stem. We will continue our efforts in Providingawareness to the Public,especially duringthe COVID-19 response. System Visitation ORC Backup Name: Donald Smith Cert# 1001030 Date visited: 04/26/2020 Time visited: 9:00 PM 0 Yes ❑ Yes CS-SSO Form Page 2 How was the SSO remediated (i.e. Stopped and cleaned up)? round and raked in at the s ill site to treat the soil. As a representative for the responsible party, 1 certify that the information contained in this report is true and accurate to the best of my knowledge. Person submitting claim: Donald Bradley Smith Signature: Telephone Number. 11 . 4(A ,-A C% Date: 04/30/20 10:55 am Title: Any addition information desired to be submitted should be sent to the appropriate Division Regional Office within five days of t knowledge of the SSO with reference to the incident number (the incident number is only generated when electronic entry of th form is completed, if used). CS-SSO Form Page: