WQCS00280_S19-011 ad 1_20240111

NORTH 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