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HomeMy WebLinkAboutWQCS00280_S19-011 ad 1_20240111NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION COUNTY OF RANDOLPH IN THE MATTER OF ) NORTH CAROLINA ) SPECIAL ORDER BY CONSENT PERMITS ) EMC SOC WQ S 19-011 Ad, I WQCS00280 & WQ0003090 } HELD BY THE ) TOWN OF LIBERTY ) Pursuant to provisions of North Carolina General Statutes (G.S.) 143-215.2 and 143 215.67, this Special Order by Consent (SOC) is entered into by the Town of Liberty, hereinafter referred to as the Town, and the North Carolina Environmental Management Commission, an agency of the State of North Carolina created by G.S. 143E-21i , and hereinafter referred to as the Commission: 1. The Town and the Commission hereby stipulate the following: (a) The Town holds North Carolina non -discharge Permit No. WQ0003090 for the management and operation of an existing non -discharge wastewater treatment facility (WWTF) which employs wastewater irrigation for final disposal of the treated wastewater. The high flows that reach the WWTF result from inflow and infiltration (I&I) to the collection system, and the WWTF periodically receives flows in excess of the volumes it can manage and contain. The Town reported 38 bypasses of nontreated or partially treated wastewater from treatment units within the WWTF between January 2018 and March 2023, with approximately 15,729,175 gallons of the wastewater reaching the North Prong Rocky River, which is classified a WS-III (water supply) water of the State within the Cape Fear River Basin (Attachment A). (b) The Town holds North Carolina non -discharge Permit No. WQCS00280 for management and operation of an existing wastewater collection system but is unable to consistently comply with sanitary sewer overflow (SSO) prohibitions stipulated in Condition I.2. of the permit, due primarily to the introduction of large volumes of extraneous flow resulting from 1&1 throughout the collection system. The Town reported 122 SSOs between January 2018 and March 2023, with approximately 435,167 gallons of untreated wastewater reaching unnamed tributaries to the Rocky River, which are classified WS-III (water supply) waters of the State within the Cape Fear River Basin, during the majority of those incidents (Attachment B). (c) Attachments A and B to this Order list the SSOs from the Town's collection system and unpenmitted bypasses from the Town's WWTF between January 2018 and March 2023. (d) The unpermitted discharges of untreated and partially treated wastewater from the Town's collection and treatment systems to surface waters constitutes causing and contributing to the pollution of the waters of the State named above, and the Town is within the jurisdiction of the Commission as set forth in Chapter Article 21. (e) The Town completed a study of its collection system in 2019 which identified and categorized sources of I&I and established a priority list of actions (repair, rehabilitation, and/or replacement of collection system infrastructure) the Town shall undertake to reduce volumes of I&I. EMC SOC WQ S 19-011 Ad. 1 Town of Liberty Page 2 of 5 (f) The Town has secured, through grants and funding, finances for evaluating, planning, designing, and improving the wastewater collection system which, once complete and properly operated, will be sufficient to adequately convey all wastewater collected throughout the Town to the W WTF and reduce to the greatest practical extent the I&I flow it currently receives. Attachment C to this Order includes a list of funding sources and projects for the Town's collection system improvements. (g) Since this Special Order is by Consent, neither party will file a petition for a contested case or for judicial review concerning its terms. 2. The Town, desiring to comply with the permits identified in Paragraphs l (a) and 1(b) above, hereby agrees to do the following: (a) Undertake the following activities in accordance with the indicated time schedule: (1) Provide the Winston-Salem Regional Office with quarterly progress reports regarding improvements made to the collection system infrastructure. Reports are due within 30 days following the end of each calendar quarter. The first report is due April 30, 2021, for the January through March quarter (161 quarter), and the Town shall continue to submit quarterly reports throughout the life of this Order. (ONGOING) (2) On or before January 1, 2021, commence construction on the project awarded to the town in December 2019 and funded by the Golden Leaf Foundation (GLF) for $493,778. This project shall target repair of six of the worst defects identified through the Town's I&I study and includes rehabilitation of approximately 3,231 linear feet of sewer main repair, and replacement of all manholes and laterals within those system areas. (MET) (3) On or before April 30, 2021, commence construction on the project awarded to the Town in March 2019 and funded by the Community Development Block Grant (CDBG) for Infrastructure for $2,000,000. This project shall include replacement and/or rehabilitation of approximately 15,900 linear feet of 8-inch vitrified clay sewer lines, 72 brick constructed manholes and their related appurtenances, and 150 lateral line replacements in the southwest quadrant of the Town. (MET) (4) On or before June 1, 2021, complete the GFL grant -funded project noted in 2(a)(2) above. (MET) (5) On or before July 29, 2022, complete the CDBG-funded project noted in 2(a)(3) above. (MET) (6) Commence work on the Pre -Construction Planning project, approved by the Division of Water Infrastructure (DWI) in March 2023 and funded by DWI's American Rescue Plan Act (ARPA) grant for $400,000, with the following three goals: a. On or before June 30, 2024, evaluate the existing Liberty WWTF, including any needed repairs or rehabilitation, and evaluate existing and potential future spray irrigation sites for their ability to meet the Town's need in the next 20 years and beyond. (ONGOING) b. On or before August 31, 2024, evaluate any discharge locations which could be permitted through the National Pollutant Discharge Elimination System (NPDES) wastewater treatment technologies, and sewer pumping conveyance requirements for the potential construction of an active Wastewater Treatment Plant (WWTP). (ONGOING) EMC SOC WQ S 19-011 Ad. 1 Town of Liberty Page 3 of 5 c. On or before September 30, 2024, evaluate potential partnerships with neighboring local government units for sewer treatment. (ONGOING) (7) On or before November 30, 2024, utilize the results from the Pre -Construction Planning project noted in 2(a)(6) above to prepare an Engineering Report and alternatives analysis. (ONGOING) (8) On or before December 31, 2024, commence construction on the project approved in August 2020 and funded by the Additional Supplemental Appropriations for Disaster Relief Act of 2019 (ASADRA) project loan of $15,500,000. This project shall include the relocation of the Starmount lift station which is currently located in a 100-year floodplain, the rehabilitation of the Kinro Road lift station, the rehabilitation of approximately 8,000 linear feet of sewer line, and closed-circuit television (CCTV) inspection of approximately 40,000 linear feet of sewer line. (ONGOING) (9) On or before December 31, 2026, complete the ASADRA loan -funded project noted in 2(a)(8) above. (ONGOING) (b) No later than 15 calendar days after any date identified for accomplishment of any activity listed in Paragraph 2(a) above. the Town shall submit to the Director of the Division of Water Resources (DWR) a written notice of compliance or noncompliance therewith. In case_ of an the Town's notice shall include a statement of the reason(s) for noncompliance, remedial actions(s) taken or planned, and a statement identifying the extent to which subsequent dates or times for accom lishment of affected listed activities. 3. The Town, desiring to comply with the Permits identified in l(a) and 1(b) above, hereby agrees to the following settlement of outstanding penalties, an up -front penalty, and stipulated penalties: (a) The Town has outstanding civil penalty assessments that total $49,250. As settlement of all alleged violations for non -discharge Permit Nos. WQ0003090 and WQCS00280 prior to entering this Order, the Town agrees to pay an upfront penalty of $1,477.50 by check (MET), with the remaining amount of $47,772.50 held in abeyance until the successful completion of this Order. (b) Upon the successful completion of this Order, the Town shall pay the penalty amount held in abeyance ($47,772.50) by check. Should the Order not reach a successful conclusion, the full remaining penalty amount will be due immediately. (c) Unless excused under Paragraph 4, the Town shall pay the following stipulated penalties by check on a monthly basis for failure to meet deadlines set out in Paragraph 2(a) and for any SSOs or bypasses that discharge to surface waters: Violation Description Any reportable bypass from the WQ0003090 WWTF EMC SOC WQ S 19-011 Ad. 1 Town of Liberty Page 4 of 5 Stipulated Penalty $250 per bypass greater than 1,000 gallons and less than or equal to 100,000 gallons • $500 per bypass greater than 100,000 gallons Any reportable SSO from the WQCS00280 . $250 per SSO greater than 1,000 gallons and collection system I less than or equal to 100,000 gallons Failure to meet a schedule date Failure to meet quarterly report deadlines Failure to complete any project as described • $500 per SSO greater than 100,000 gallons $100 per day for the first 7 days, $500 per day thereafter $1,000.00 per report $1,000.00 per project (d) The Town shall make checks payable to the North Carolina Department of Environmental Quality and forwarded to the Director of DWR at 1617 Mail Service Center, Raleigh, North Carolina 27699-1617. 4. The Town and the Commission agree that stipulated penalties are not due if the Town satisfies the Division of Water Resources that the following solely caused the noncompliance: (a) An act of God; (b) An act of war; (c) An intentional act or omission of a third party, but this defense shall not be available if the act or omission is that of an employee or agent of the defendant or if the act or omission occurs in connection with a contractual relationship with the Town; (d) An extraordinary event beyond the Town's control. The Commission does not consider contractor delays or failure to obtain funding as events beyond the Permittee's control; or (e) Any combination of the above causes. Failure within 30 days of receipt of written demand to pay the penalties or challenge them by a contested case petition pursuant to G.S. 150B-23, will be grounds for a collection action which the Commission hereby authorizes the Attorney General to initiate. The only issue in such an action will be whether the 30 days have elapsed. 5. Pursuant to the provisions of Q.S. 143-215„67ib_,, the Commission allows the Town to accept 71,500 GPD of additional wastewater via permitted sewer extensions to the wastewater treatment system, while the Town is making improvements to the collection system. EMC SOC WQ S 19-011 Ad. 1 Town of Liberty Page 5 of 5 The nature of the additional flows is such that the waste characteristics do not exceed those generally associated with domestic waste or are pretreated to domestic strengths. The Town may accept waste of greater than normal domestic strength, if the Town can demonstrate to the satisfaction of the Director of DWR that additional waste will not adversely affect the treatment efficiency of the treatment system or result in the violation of any permit limitations. The Town shall control all new and proposed industrial waste tributaries to the system using all necessary mechanisms, including but not limited to the adoption and implementation of industrial waste control and pretreatment ordinances. The Town shall not accept any wastewater that will add toxic pollutants in quantities not generally associated with domestic wastewater characteristics unless the Town can support the acceptance of the additional wastewater through appropriate analysis to the satisfaction of the Director of DWR. 6. This Order and any terms or conditions contained herein, hereby supersede any and all previous Orders, Enforcement Compliance Schedule Letters, terms, conditions, and limitations contained therein issued in connection with Permit Nos. WQ0003090 and WQCS00280. 7. Any violation of the terms of this Order may terminate Paragraph 5 of this Order, and the Town shall not connect any authorized additional waste not previously connected to the system until the Town has completed and placed in operation the necessary sewer collection system improvements. 8. Noncompliance with the terms of this Order- is subject to enforcement action in addition to the above stipulated penalties, including injunctive relief pursuant to G.S. 143-215.6C. 9. The Commission may modify this Order its discretion, provided the Commission is satisfied that the Town has made good faith efforts to secure funding, complete all construction, and achieve compliance within the dates specified. 10. This Order shall become effective in accordance with state law. The Commission expects the Town, upon signature of this Order, to comply with all schedule dates, terms, and conditions of this document. 11. This Order shall expire December 31, 2026. FOR THE TOWN OF LIBERTY — Date Scott Kidd Town Manager FOR THE NORTH CAROLIN.A OVIRONMENTAL MANAGEMENT COMMISSION Date — Richard E. Rogers, Jr., Director Division of Water Resources fior Chairman of the Commission EMC SOC WQ S19-011 Town of Liberty WWTF Permit No. WQ0003090 ATTACHMENT A — Unpermitted Bypasses January 2018 — March 2023 Date Location Cause Volume Spilled:.. Volume Reaching _.. a Surface Waters al O1/30/2018 Pump station between influent bar Inflow & 400 0 screen and treatment lagoon Infiltration I& 09/17/2018 Pump station between influent bar I&I 342 0 screen and treatment la oon 04/13/2019 Chlorine contact chamber I&I 180,000 180,000 04/14/2019 Pump station between influent bar I&I 4,500 0 screen and treatment lagoon 01/03/2020 Chlorine contact chamber I&I 3,600 3,600 02/OS/2020 Pump station between influent bar I&I 400 0 screen and treatment lagoon 02/06/2020 Pump station between influent bar I&I 400 0 screen and treatment lagoon 02/06/2020 Chlorine contact chamber I&I 10,000 10,000 02/06/2020 Pump station between influent bar I&I 200 0 screen and treatment lagoon 02/06/2020 Pump station between influent bar I&I 200 0 i screen and treatment lagoon Pump station between influent bar 6,400 0 02/07/2020 Equipment screen and treatment lagoon Chlorine contact chamber 1 Failure I&1 02/21/2020 — 02/28/2020 996,000 996,000 05/26/2020 — 05/31/2020 Chlorine contact chamber I&I 348,000 1,837,500 348,000 06/17/2020 — 06/23/2020 Chlorine contact chamber Chlorine contact chamber I&I 1,837,500 08/17/2020 I&I 360,000 360,000 09/11/2020 Pump station between influent bar I&1 20,000 0 screen and treatment lagoon _ 12,000 09/17/2020 Pump station between influent bar Equipment 0 screen and treatment lagoon Failure I&1 Equipment ~ 454,400 09/18/2020 Chlorine contact chamber 454,400 10/12/2020 Pump station between influent bar 250 0 screen and treatment lagoon Failure 110/20/2020 10/20/2020 Chlorine contact chamber 1&1 1,176,000 1,872,850 1,176,000 1,872,850 10— 11/24/2020 /24/2 Chlorine contact chamber _ I&1 11/12/2020 1&1 0 Pump station between influent bar 31,500 screen and treatment lagoon 1,296,000 1,008,000 1,296,000 1,008,000 11/27/2020 — 12/10/2020 Chlorine contact chamber Chlorine contact chamber I&I 12/15/2020 — 12/29/2020 I&I 1 Page 1 of 2 EMC SOC WQ S19-Oil Town of Liberty WWTF Permit No. WQ0003090 ATTACHMENT A — Unpermitted Bypasses January 2018 — March 2023 Date Location Cause Volume Spilled Volumeeching Waters.. 01 /01 /2021- 01/14/2021 Chlorine contact chamber I&1 939,650 939,650 O1/03/2021 Pump station between influent bar 1&I 6,000 0 lagoon screen and treatment - Ov2g�2o21- 02/10/2021 Chlorine contact chamber I&I 954,000 954,000 01/31/2021 Pump station between influent bar I&1 4,100 0 screen and treatment la oon 02/12/2021 — 03/10/2021 Chlorine contact chamber I&I 1,512,000 1,512,000 03/19/2021— 04/09/2021 Chlorine contact chamber 1&I 1,605,550 1,605,550 09/22/2021 Pump station between influent bar 1&1 660 0 screen and treatment lagoon 01/03/2022 Pump station between,influent bar I&I 15,000 0 screen and treatment lagoon Chlorine contact chamber 99,000 O1/26/2023 — 1&1 99,000 1 /27/2023 02/01/2021— Chlorine contact chamber I&1 659,625 659,625 02/06/2023 02/13/2023 — Chlorine contact chamber I&I 201,000 201,000 02/15/2023 03/02/2023 Pump station between influent bar Equipment Failure 500 0 screen and treatment lagoon 04/07/2023 Pump station between influent bar Equipment Failure, I&I 1000 0 screen and treatment lagoon 04/10/2023- Chlorine contact chamber I&I 216,000 216,000 04/13/2023 Page 2 of 2 EMC SOC WQ S19-011 Town of Liberty Collection System Permit No. WQCS00280 ATTACHMENT B - Sanitary Sewer Overflows January 2018 - March 2023 Begin;pate End late Location Volume Volume Reaching :' Surface;Waters a Surface Waters al 1/28/2018 01/29/2018 Kinro Rd. Manhole 600 600 Rocky River 2/04/2018 02/04/2018 Kinro Road 205 205 Rocky River 8/06/2018 08/06/2018 Kinro Lift Station 4,260 1,800 Tributary to Rocky River 9/04/2018 09/04/2018 NewberFy Outfall 600 10,500 600 Rocky River 10,500 Tributary to Rocky 9/16/2018 09/17/2018 West Kime Ave. River 9/16/2018 09/17/2018 West Kime Ave. Lift Station 10,500 10,500 Rocky River 9/16/2018 09/17/2018 616 West Moffitt Rd. - 28,560 28,560 Tributary to Sandy Johnson Pump Station 25,500 25,500 Creek Tributary to Sandy 9/16/2018 09/17/2018 Starmount Ave, Outfall Kinro Road Creek 9/16/2018 09/17/2018 13,680 13,680 Tributary to Rocky East Lowe Ave. River Tributary to Rocky 9/16/2018 09/17/2018 21,600 21,600 River 9/17/2018 09/17/2018 East Butler Ave. 1,800 1,800 Tributary to Rocky River 9/17/2018 09/17/2018 East Brookwood Ave. 2,400 2,400 Tributary to Rocky East Brookwood Ave. River 9/17/2018 09/17/2018 2,400 2,400 Tributary to Rocky _ Kinro Rd., Liberty River 10/11/2018 10/11/2018 900 900 Tributary to Rocky River 11/05/2018 11/05/2018 West Kime Ave. Pump Station 1,200 1,200 Tributary to Rocky 1,200 1,200 River Tributary to Rocky 11/05/2018 11/05/2018 West Kime Ave. Manhole Kinro Road River 11/05/2018 11/05/2018 1,200 1,200 Tributary to Rocky 1,200 1,200 River Tributary to Sandy 11/05/2018 11/05/2018 616 West Moffitt Rd. - Johnson Pump Station Creek 11/05/2018 11/05/2018 Starmount Ave. 2,400 2,400 Tributary to Sandy 11/05/2018 East Lowe Ave. Creek 11/05/2018 900 900 Tributary to Rocky 4,800 4,800 River Tributary to Sandy 11/12/2018 11/13/2018 Starmount Ave. Outfall 1,350 Creek Tributary to Sandy 11/12/2018 11/13/2018 Johnson St. Lift Station 1,350 3,780 3,780 Creek Tributary to Rocky 11/12/2018 11/13/2018 _ West Kime Ave. River 11/12/2018 11/13/2018 1 West Kime Ave. Lift Station 4,830 4,830 _ Tributary to Rocky River Page 1 of 5 EMC SOC WQ S19-011 Town of Liberty Collection System Permit No. WQCS00280 ATTACHMENT B - Sanitary Sewer Overflows January 2018 - March 2023 Begin Date End Date:" Location Volume Volume Reaching Surface Watefs al Surface Waters.: al 11/12/2018 11/13/2018 East Lowe Ave. 8,400 8,400 Tributary to Rocky Kinro Road 4,800 4,800 River Tributary to Rocky 11/12/2018 11/13/2018 River 11/15/2018 _ 11/15/2018 StannountAve. Outfall 3,600 3,600 Tributary to Sandy 11/15/2018 East Lowe Ave. 720 720 Creek Tributary to Rocky 11/15/2018 River 11/15/2018 11/15/2018 Kinro Road 1,560 1,560 Roc River 12/14/2018 12/14/2018 Kinro Road 4,200 4,200 Tributary to Rocky River 12/20/2018 Kinro Road 12,000 12,000 Tributary to Rocky 12/21/2018 West Kime Ave. 2,160 2,160 River Tributary to Rocky 12/20/2018 12/21/2018 River 12/20/2018 12/21/2018 West Kime Lift Station 4,050 4,050 Tributary to Rocky River 12/20/2018 12/21/2018 East Lowe Ave. 7,500 7,500 Tributary to Rocky River 12/28/2018 12/28/2018 West Kime Ave. 600 600 Rocky River 12/28/2018 12/28/2018 East Lowe Ave. 975 975 Rocky River 12/28/2018 12/28/2018 West Kime Ave. Lift Station 600 600 Rocky River 12/28/2018 12/28/2018 Kinro Road 2,880 2,880 Rocky River 1/24/2019 1/24/2019 Kinro Road 1,500 1,500 Tributary to Rocky River 2/18/2019 2/18/2019 Kinro Road 1,200 1,200 Tributary to Rocky River 2/23/2019 2/23/2019 _ Kinro Road 2,700 2,700 Rocky River 3/21/2019 3/21/2019 Kinro Road 1,800 1,800 Tributary to Rocky River 4/12/2019 4/12/2019 West Kime Ave. 1,650 1,650 Tributary to Rocky River 4/12/2019 4/12/2019 Kinro Road _ 2,160 2,160 Tributary to Rocky Kinro Road 11,040 11,040 River Tributary to Rocky 4/13/2019 4/13/2019 River 4/13/2019 4/13/2019 West Kime Ave. 4,680 4,680 Tributary to Rocky River 4/13/2019 4/13/2019 Starmount Ave. Outfall 2,880 2,880 Tributary to Sandy Creek 4/13/2019 4/13/2019 Johnson St. Lift Station 675 0 None 5/29/2019 5/29/2019 South Greensboro St. 850 850 Rocky River 1/3/2020 1/3/2020 West Kime Ave. Lift Station 2,700 2,700 Rocky River 1/3/2020 1/3/2020 West Kime Ave. Manhole 2,700 2,700 Rocky River Page 2 of 5 EMC SOC WQ S19-011 Town of Liberty Collection System Permit No. WQCS00280 ATTACHMENT B - Sanitary Sewer Overflows January 2018 - March 2023 Begin Date End Date Location Volume al ..: Volume Reachuug:' Surface Waters.. Sur face': Waters...- 1/3/2020 1/3/2020 Kinro Road 1,200 1,200 Rock River 1/24/2020 1/25/2020 West Kime Ave. Lift Station 3,000 3,000 Tributary to Rocky River 1/24/2020 1/25/2020 West Kime Ave. 3,600 3,600 Rockv River 1/24/2020 1/25/2020 Kinro Road 5,490 5,490 4,725 Rocky River 1/24/2020 1/25/2020 Johnson St. Lift Station 4 725 Sandy Creek 1/24/2020 2/6/2020 1/25/2020 Starmount Ave, Outfall 4,005 4,005 Tributary to Sandy Creek 2/6/2020 West Kime St. 6,600 6,600 Rocky River 2/6/2020 2/6/2020 Kinro Road 3,000 3,000 Rocky River Rock • River 2/6/2020 2/6/2020 West Kime Ave. Lift Station 6,480 1,680 6 480 2/6/2020 2/6/2020 West Kime Ave. Lift Station 1.680 Rocjky River 2/6/2020 2/7/2020 Johnson St. Lift Station 14,850 14,850 Sandy Creek 2/6/2020 2/7/2020 West Kime St. 1,680 1,680 Rocky River 2/7/2020 2/7/2020 Kinro Road 2 340 2,340 Rocky River 4/30/2020 4/30/2020 West Kime Ave. Lift Station 2,850 2,850 Tributary to Rocky River 4/30/2020 4/30/2020 West Kime Ave. 2,850 2,850 Rocky River 4/30/2020 4/30/2020 Kinro Road 780 780 Rocky River 4/30/2020 4/30/2020 Johnson St. Lift Station 1,800 __1,800 4,200 Sandy Creek 5/21/2020 5/21/2020 #401 West Kime Ave. 4,200 Rocky River 5/21/2020 5/21/2020 West Kime Ave. Lift Station 4,200 4,200 Rocky River 5/21/2020 5/21/2020 Johnson St. Lift Station 6,600 6,600 Sandy Creek 5/21/2020 5/21/2020 Kinro Road 6,300 6,300 Rocky River 5/21/2020 5/21/2020 506A East Lowe Ave. 1,800 1,800 Rocky River 6/11/2020 6/11/2020 West Kime Ave. 1,200 1,200 Tributary to Rocky River 6/11/2020 6/11/2020 West Kime Ave. Lift Station 1,200 1,200 Tributary to Rocky River 6/11/2020 6/11/2020 Johnson St. Lift Station 6 000 6,000 Sandy Creek 6/11/2020 6/11/2020 Kinro Road 2,400 2,400 Tributary to Rocky River 8/3/2020 8/4/2020 West Kime Ave. 1,800 1,800 Tributary to Rocky River 8/3/2020 8/4/2020 West Kime Ave. Lift Station 1,800 1,800 Tributary to Rocky River 8/4/2020 8/4/2020 Kinro Road Manhole #500-13 1,200 1,200 Tributary to Rocky River 9/11/2020 9/11/2020 West Kime Ave. 900 900 Tributary to Rocky River 9/19/2020 9/19/2020 South Greensboro St. 400 400 Rock River 11/12/2020 11/12/2020 Kinro Road 3,150 3,150 Rocky River 11/12/2020 11/12/2020 West Kime Ave. Lift Station 5 400 5.400 1 Rody River Page 3 of 5 EMC SOC WQ S19-Oil Town of Liberty Collection System Permit No. WQCS00280 ATTACHMENT B - Sanitary Sewer Overflows January 2018 - March 2023 Begin Date End Date; :Location Volume Volume Reachingrface`Wnters:.: al '.SurfacQ Waters a 11/12/2020 11/12/2020 West Kime Ave. 5,400 5,400 Rocky River 11/12/2020 11/12/2020 Johnson St. Lift Station 1,350 1,350 Sandy Creek 11/14/2020 11/14/2020 South Greensboro St. 1,095 1,095 Tributary to Rocky River 12/14/20211 12/14/2020 Kinro Road 900 900 Tributary to Rocky _ River 12/16/2020 12/16/2020 West Kime Ave. Lift Station 807 807 Tributary to Rocky West Kime Ave. 960 960 _ River Tributary to Rocky 12/16/2020 12/16/2020 River 12/16/2020 12/16/2020 Kinro Road 975 975 Tributary to Rocky _ West Kime Ave. Manhole 3,360 River 1/3/2021 1/3/2021 3,360 Tributary to Rocky #400A River Tributary to Rocky 1/3/2021 1/3/2021 West Kime Ave. Lift Station - 3,360 3,360 Manhole #400A River 1/3/2021 1/3/2021 Kinro Road Manhole #50013 3,600 3,600 Tributary to Rocky River 1/31/2021 1/31/2021 West Kime Ave. Manhole 3,200 3,200 Tributary to Rocky #400A River 1/31/2021 1/31/2021 West Kime Ave. Lift Station - 3,200 3,200 Tributary to Rocky Manhole #400A River 1/31/2021 1/31/2021 Kinro Road Manhole #50013 3,520 3,520 _ Tributary to Rocky _ 2,250 River Rocky River 2/15/2021 2/16/2021 West Kime Ave. Manhole 2,250 #400A 2/15/2021 2,250 2,250 Rocky River 2/16/2021 West Kime Ave. Lift Station - Manhole #400A 2/15/2021 2/16/2021 Mnro Road 1,350 1,350 Rocky River 2/15/2021 2/16/2021 Johnson St. Lift Station 2,475 2,475 Tributary to Sandy 8/712021 Creek Tributary to Sandy 8/7/2021 West Kime Ave. Manhole 1,500 1,500 #400A Creek 8/7/2021 8/7/2021 West Kime Ave. Lift Station - 1,500 1,500 Tributary to Rocky Manhole #400A River 8/7/2021 8/7/2021 Kinro Road 2,100 2,100 Tributary to Rocky River 8/7/2021 8/7/2021 Johnson St. Lift Station 4,800 4,800 Rocky Creek 9/22/2021 9/22/2021 West Kime Ave. Manhole 900 900 Tributary to Rocky #400A River 9/22/2021 9/22/2021 West Kime Ave. Lift Station - 900 900 Tributary to Rocky Manhole #400A River 9/22/2021 9/22/2021 Kinro Road 750 750 I Tributary to Rocky I - ---- -_ River Page 4 of 5 EMC SOC WQ S19-011 Town of Liberty Collection System Permit No. WQCS00280 ATTACHMENT B — Sanitary Sewer Overflows January 2018 — March 2023 Begin Date End Date Location Volume Volume lk,- 11mg ; ;Surface Waters` fital)Surface :Waters al 9/22/2021 9/22/2021 Johnson St. Lift Station 900 900 Tributary to Sandy West Kime Ave. Manhole Creek 1/3/2022 1/3/2022 1,800 1,800 Tributary to Rocky #400A River 1/3/2022 1/3/2022 West KimeAve. Lift Station— 1,800 1,800 Tributary to Rocky Manhole #400A River 1/3/2022 1/3/2022 Kinro Road 4,320 4,320 Tributary to Rocky River 1/3/2022 1/3/2022 Johnson St. Lift Station 4,800 4,800 Tributary to Sandy South Greensboro Street Creek 1/24/2022 1/24/2022 950 950 Tributary to Rocky Creek 3/12/2022 3/12/2022 Intersection of Kinro Road & 1,200 1,200 Rocky Creek Old 421 Road 3/16/2022 3/17/2022 Johnson St. Lift Station 5,400 5,400 Tributary to Sandy Creek 3/16/2022 3/17/2022 Kinro Road 3,000 3,000 Tributary to Rocky River 7/27/2022 7/27/2022 Kinro Road 495 495 Tributary to Rocky River 10/1/2022 10/1/2022 6935 Kinro Road 1,800 1,800 Rocky River 10/20/2022 10/20/2022 Newberry Ave. Outfall 5,400 5,400 Tributary to Rocky River 1/25/2023 1/25/2023 Kinro Road 1,200 1,200 Tributary to Rocky 6894 Kinro Road River 3/2/2023 3/2/2023 310 310 Tributary to Rocky River Page 5 of 5 EMC SOC WQ S19-011 Town of Liberty Collection System Permit Nos. WQ0003090 & WQCS00280 ATTACHMENT C — Secured Funding Sources Source:: nioun Golden Leaf Foundation (GLF) Grant Community Development Block Grant (CDBG) for Infrastructure Additional Supplemental Appropriations for Disaster Relief Act of 2019 (ASADRA) Loan American Rescue Plan Act (ARPA) Grant through Division of Water Resources (DWI) Page 1 of 1 $493,778 $2,000,000 $15,500,000 $400,000