WQCS00297_Renewal (Application)_20240912

November 20, 2023
NCDEQ-DWR
Attn: PERCS Unit Supervisor
1617 Mail Service Center
Raleigh, NC 27699-1617
Dear PERCS Unit:
RECEIVED
S E P 2 0e"!
NCDEQIDWR/NPDES
Subject: Collection System Permit Renewal
Town of Lillington
Collection System WQCS00297
Harnett County
The Town of Lillington holds permit #WQCS00297 for the operation and maintenance of the sewer
collection system. The permit expiration date is July 31, 2024. The Town is submitting a permit renewal
application package. The renewal package includes one original and one digital copy of.
- Cover letter
- Completed Application Form CSA 04-16
- Pump station list
- High priority lines list
- Annual Budget for Collection System (Budget is for Water and Sewer combined)
- Response action plan
- Contingency Plan
- Sewer collection system map. (digitally)
If you have any questions, please call Skyler Russell: 910-814-7007.
Sincerely,
Joseph Jeffries, Town Manager
Town of Lillington

RECEIVED State North Carolina
DWR Department of Environmental Quality
Division of Water Resources
15A NCAC OSUO�VATEM-WIDE WASTEWATER COLLECTION SYSTEMS
Division of Water Resources INSTRUCTIONS FOR FORM CSA 04-16 & SUPPORTING DOCUMENTATION
Documents shall be prepared in accordance with 15A NCAC 02T .0100, 15A NCAC 02T .0400, and all relevant
Division Policies. Failure to submit all required items will necessitate additional processing and review time.
For more information, visit the System -wide Collection System Permitting website:
General — When submitting an application to the Municipal Permitting Unit, please use the following instructions as a
checklist in order to ensure all required items are submitted. Adherence to these instructions and checking the provided
boxes will help produce a quicker review time and reduce the amount of requested additional information.
The Applicant shall submit one original and one copy of the application and supporting documentation.
The copy may be submitted in digital format.
A. Cover Letter
® Submit a cover letter listing all items and attachments included in the permit application package
B. No Application Fee Required
➢ No application fee is necessary. The permittee will be billed an annual fee upon issuance of the permit
➢ The appropriate annual fee for systemwide wastewater collection system permits maybe found at:
➢ Annual Non -Discharge Fees
C. System -Wide Wastewater Collection System (FORM: CSA 04-16) Application:
® Submit the completed and appropriately executed System -wide Wastewater Collection System (FORM: CSA 04-
16) application. Any unauthorized content changes to this form shall result in the application package being
returned. If necessary for clarity or due to space restrictions, attachments to the application may be made, as long
as the attachments are numbered to correspond to the section and item to which they refer.
❑ If the Applicant Type in Section L3 is a Privately -Owned Public Utility, provide the Certificate of Public
Convenience and Necessity (CPCN) from the North Carolina Utilities Commission demonstrating the Applicant is
authorized to hold the utility franchise for the area to be served by the wastewater collection system, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area
or that franchise approval is expected.
❑ If the Applicant Type in Section 1.3 is a corporation or company, provide documentation if it is registered for
business with the North Carolina Secretary of State.
D. General Information:
➢ The Authorized signing official listed in Section I.4 should match with that of the Applicant certification page in
accordance with 15A NCAC 02T .0106(b). Per 15A NCAC 02T .0106(c), an alternate person may be designated
as the signing official if a delegation letter is provided from a person who meets the criteria in 15A NCAC 02T
.0106(b).
➢ NOTE - Public Works Directors are not authorized to sign this permit application, according to the rule,
unless they are formally delegated.
INSTRUCTIONS FOR APPLICATION CSA 04-16 & SUPPORTING DOCUMENTATION Page 1 of 5

E. Summary of Attachments Required:
® Instruction A: Cover Letter
® Instruction C: Application
❑ Instruction C: Ownership Documentation (i.e. CPCN) (If necessary)
❑ Instruction D: Delegation Letter (If necessary for signing official)
® Section IV.3 Pump Station List
® Section IVA High Priority Lines List
® Section VA Annual Budget for Collection System (Updated and Approved)
® Section V.6 Capital Improvement Plan (Updated and Approved)
® Section VI.2 Response Action Plan
® Section VIA Contingency Plan
® Section VI.6 Comprehensive Collection System Map
❑ Section VH Note Any Potential Compliance Issues
THE COMPLETED APPLICATION PACKAGE, INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO:
NCDEQ-DWR
Water Quality Permitting Section
MUNICIPAL PERMITTING UNIT
By U.S. Postal Service:
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
By Courier/Special Delivery:
512 N. SALISBURY ST. Suite 925
RALEIGH, NORTH CAROLINA 27604
TELEPHONE NUMBER: [phone]
INSTRUCTIONS FOR APPLICATION CSA 04-16 & SUPPORTING DOCUMENTATION Page 2 of 5

1. APPLICANT INFORMATION:
1. Applicant's name (Municipality, Public Utility, etc): Town of Lillington
2. Facility Information: Name: Town of Lillington Collection System Permit No.: WQCS00297
3. Applicant type: ® Municipal ❑ State ❑ Privately -Owned Public Utility
❑ County ❑ Other:
4. Signature authority's name: Joseph Jeffries per 15A NCAC 02T .0106(b)
Title: Town Manager
5. Applicant's mailing address: P.O. Box 296
City: Lillington State: NC Zip: 27546-_
6. Applicant's contact information:
Phone number: 919 422-8273 Fax number: (_) _ _ Email address: Heffries rQlillin onc.org
11. CONTACT/CONSULTANT INFORMATION:
1. Contact Name: Skvler Russell
2. Title/Affiliation: Assistant Public Works Director/ Collections ORC
3. Contact's mailing address: P.O. Box 296
4. City: Lillington State: NC Zip: 27546-
5. Contact's information:
Phone number: [phone] Fax number: (_)
Email address: srussell(d),lillingtonnc.org
III. GENERAL REQUIREMENTS:
1. New Permit or Premit Renewal? ❑ New ® Renewal
2. County System is located in: Harnett County
3. Owner & Name of Wastewater Treatment Facility(ies) receiving wastewater from this collection system:
Owner(s) & Name(s): Harnett county Harnett Regional
4. W WTF Permit Number(s): NCO021636
5. What is the wastewater type? 100 % Domestic or % Industrial (See 15A NCAC 02T .0103(20))
Is there a Pretreatment Program in effect? ❑ Yes or ® No
6. Wastewater flow:.665250 MGD (Current average flow of wastewater generated by collection system)
7. Combined permitted flow of all treatment plants: 7_5 MGD
8. Explain how the wastewater flow was determined: ❑ 15A NCAC 02T .0114 or ® Representative Data
9. Population served by the collection system: 4 735
IV. COLLECTION SYSTEM INFORMATION:
1. Line Lengths for Collection System:
Sewer Line Description
Length
Gravity Sewer
26
miles
Force Main
6.2
miles
Vacuum Sewer
0
miles
Pressure Sewer
0
miles
APPLICATION CSA 04-16 Page 3 of 5

2. Pump Stations for Collection System:
Pump Station Type
Number
Simplex Pump Stations(Serving Single Building)
Simplex Pump Stations(Serving Multiple Buildings)
Duplex Pump Stations
6
3. Submit a list of all major (i.e. not simplex pump station serving a single family home) pump stations. Include the following
information:
➢ Pump Station Name
➢ Physical Location
➢ Alarm Type (i.e. audible, visual, telemetry, SCADA)
➢ Pump Reliability (Can convey peak hourly wastewater flow with largest single pump out of service)
➢ Reliability Source (permanent/portable generator, portable pumps)
➢ Capacity of Station (Pump Station Capacity in GPM)
4. Submit a list of all high priority lines according per 15A NCAC 02T .0402(2) known to exist in the collection system. Head
the list with "Attachment A for Condition V(4)" and include the system name.
➢ Use the same line identification regularly used by the applicant
➢ Indicate type of high priority line (i.e. aerial), material and general location
V. COLLECTION SYSTEM ADMINISTRATION:
1. Provide a brief description of the organizational structure that is responsible for management, operation and maintenance of
the collection system.
Town Manager — PW Director — PW Assistant Director/ ORC — Supervisor — Utility technicians.
2. Indicate the current designated collection system operators for the collection system per 15A NCAC 08G.0201
Main ORC Name: Skvler Russell Certification Number: 1005824
Back -Up ORC Name: Ashley Wimberly Certification Number: 1010341
See the "WOCS Contacts and ORC Report" for a current listing of the ORC(s) the Division has on file for WQCS permit
3. Approximate annual budget for collection system only: $ 1,009,750
4. Submit a copy of your current annual budget.
5. Approximate capital improvement budge for the collection system only: $ 800,000
6. Submit a copy of your current capital improvement plan.
7. Is this collection system currently a satellite system ❑ Yes or M No
8. Do any satellite systems discharge to this collection system ❑ Yes or M No (If yes complete table below)
Information
Complete for Satellite Systems that have a flow or capacity greater than 200,000 GPD (Average daily flow)
9. List any agreements or ordinances currently in place to address flows from satellite systems:
N/A
APPLICATION CSA 04-16 Page 4 of 5

VI.
COLLECTION SYSTEM COMPLIANCE:
VII.
1. Is a Response Action Plan currently in place ® Yes or ❑ No
2. If Yes, submit a copy of the Response Action Plan or see table 6 below.
3. Is a pump station contingency plan currently in place? ® Yes or ❑ No
4. If Yes, submit a copy of the pump station contingency plan or see table 6 below.
5. Is a comprehensive collection system map currently in place? ® Yes or ❑ No
6. Submit a submit a copy of the collection system map (CD or hardcopy) or indicate a schedule for completion
7. Thoroughly read and review the System -Wide Collection System Permit Conditions. Typically compliance schedules
are only offered to NEW permit applicants and NOT permit renewals. Any compliance dates must be included within
the permit prior to issuance or the permit holder will be found in violation upon inspection.
Permit Condition
Current
Compliance?
If no, Indicate a
Compliance
Date
Typical
Compliance
Schedule
I(4) — Grease ordinance with legal authority to inspect/enforce
® Yes ❑ No
12 —18 mo.
I(5) — Grease inspection and enforcement program
® Yes ❑ No
12 — 18 mo.
1(6) — Tbree to five year current Capital Improvement Plan.
® Yes ❑ No
12 — 18 mo.
I(8) — Pump station contingency plan
® Yes ❑ No
3 mo.
I(9) — Pump station identification signs.
® Yes ❑ No
3 mo.
1(11) — Functional and conspicuous audible and visual alarm.
® Yes ❑ No
3 — 6 mo.
II(5) — Spare pumps for any station where one pump cannot
handle peak flows alone (in a duplex station, the 21 pump is
the spare if pump reliability is met).
® Yes ❑ No
6 — 9 mo.
II(7) — Accessible right-of-ways and easements.
® Yes ❑ No
6 — 12 mo.
II(9) — Response action plan with Items 9 (a — h).
® Yes ❑ No
3 mo.
III(3) — Comprehensive collection system map
® Yes ❑ No
10% per year
For conditions not listed, compliance dates are not typically offered. List any permit conditions that may be difficult for the
applicant to meet (attach clarification if needed):
APPLICANT'S CERTIFICATION per 15A NCAC 02T .0106(b):
I, Joseph Jeffries Town Manager attest that this application for Town of Lillington
(Signature Authority's Name & Title from Item 1.4)
(Facility name from Item 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed
$10,000 as well as civil penalties up to $25,000 per violation.
Signature: Date: �� ZZ a 3
APPLICATION CSA 04-16 Page 5 of 5

TOWN OF LILLINGTON
Public Works Department On -Call SOP
Updated October 17, 2023
Generator Model/Serial Numbers for Town of Lillington Lift Stations
LIFT STATION
GENERATOR
MODEL
SERIAL
1
McKinney Lift Station
Blue Star
431PCS6206
MT-0043918-0217
Permanent
2
Emilie's Crossing Lift Station
Caterpillar
D20-45
CATOOC22ANCB00419
Permanent
3
Shawtown Lift Station
Generac
2853440100
20706116
Mobile/Permanent
4
Vandercroft Lift Station
Caterpillar
C6.6
CATOOC66VN6DO0422
Permanent
5
Prison Lift Station
Cummings
SFAD-1056683
B120307438
Permanent
6
Creekside Lift Station
Blue Point
94AO4964-S
2016485
Permanent
Page 1 of 1

Pump station list
Mckinney LS
- 126 Alexander Dr. Lillington, NC 27546
- Audible, Visual, and Scada alarms
- Permanent generator
- 640 G P M
Emilies crossing LS
- 135 Emilies Crossing Way Lillington, NC 27546
- Audible, Visual, and Scada alarms
- Permanent generator
- 73 GPM
Shawtown LS
- Murchison Lane Lillington, NC 27546
- Audible, Visual, and Scada alarms
- Permanent/Mobile generator
- 160 GPM
Vanercroft LS
- 206 Vandercroft Way Lillington, NC 27546
- Audible, Visual, and Scada alarm
- Permanent generator
- 250 GPM

Prison LS
- 1108 E. McNeill St Lillington, NC 27546
- Audible, Visual, and Scada alarms
- Permanent generator
- 192 GPM
Creekside LS
- 103 Laura Lane Lillington, NC 27546
- Audible, visual, and Scada alarms
- Permanent generator
- 100 GPM

Attachment A for condition V(4)
Town of Lillington
High priority lines
1.) Duncan Street right of way behind Public Works shop crossing creek.
Type - RCP (Reinforced Concrete Pipe) Changed to DIP
Size - 18"
Length - 23'
Reason - The wastewater line handles more than 50% of the Town's flow and crosses
over a creek. Exposure to the elements. Trees surrounding line. Possible vandalism.
2.) Between East Front Street and East James Street adjacent to the railroad tracks.
Type - DIP (Ductile Iron Pipe)
Size - 8"
Length - 115'
Reason - Adjacent to the railroad tracks, possible vibration. Exposure to the elements.
Trees surrounding line. Possible vandalism.
3.) Right of way near intersection of East James and Yd Street.
Type - DIP (Ductile Iron Pipe)
Size - 8"
Length - 264'
Reason - Crossing over creek. Exposure to the elements. Trees surrounding line.
Possible vandalism.
4.) 130' Street & Hwy 421 N. On 130' Street side.
Type — PVC lateral to be replaced with ductile iron pipe. Changed to DIP
Size — 4"
Length — 60'
Reason — Crossing over ditch. Exposure to the elements. Trees surrounding line.
Possible vandalism.

Attachment A for Condition V(a)
Town of Lillington
High priority aerial lines
1.) Mckinney Parkway and Alexander Drive
culvert crossing
- 8" Ductile iron (15 Ft)
2.) 400 E Front St besides railroad tracks
- 8" Ductile iron (170 Ft)
3.) North Main Street bridge
- 8" Ductile iron (600 Ft)
4.) 3rd and Lofton St
- 8" Ductile iron (150 Ft)
5.) 13t" St and W Front St
- 4" Ductile iron (40 Ft)
6.) 210 Little river bridge
- 8" Ductile iron ( 190 Ft)
7.) 1301 N Main St
- 10" Ductile iron ( 20 Ft)
*** Note — High priority lines inspected monthly or
after major rain event.

• TOWN OF LILLINGTON Selected Department Page 1
09/09/24 Fiscal Year:2024 Encumbrances & Expenditure Statement (ALL) All Departments
08:01:26 Fiscal Month Range: 1-12 Period Ending: June 30, 2024
(D) 60 WATER & SEWER FUND
Budget Activity Expenditure Encumbrance Unecumbered %
Account Description Account No Amount This Period Year to Date Year to Date Balance Spent
DEPT (720) WATER & SEWER
SALARIES & WAGES
60-90-720-0200
801,000.00
769,249.66
769,249.66
0.00
31,750.34
96.03
OVERTIME
60-90-720-0230
0.00
559.19
559.19
0.00
-559.19
0.00
PROFESSIONAL SERVICES
60-90-720-0400
61,000.00
46,474.54
46,474.54
0.00
14,525.46
76.18
FICA
60-90-720-0500
61,300.00
57,835.87
57,835.87
0.00
3,464.13
94.34
INSURANCE
60-90-720-0600
132,000.00
107,659.03
107,659.03
0.00
24,340.97
81.56
RETIREMENT
60-90-720-0700
102,200.00
89,187.88
89,187.88
0.00
13,012.12
87.26
401(K)
60-90-720-0710
40,000.00
21,118.74
21,118.74
0.00
18,881.26
52.79
TELEPHONE & COMMUNICAT
60-90-720-1100
7,000.00
4,535.16
4,535.16
0.00
2,464.84
64.78
PRINTING & POSTAGE
60-90-720-1200
14,500.00
15,145.34
15,145.34
0.00
-645.34
104.45
UTILITIES
60-90-720-1300
24,000.00
22,529.21
22,529.21
0.00
1,470.79
93.87
TRAINING AND TRAVEL
60-90-720-1400
6,500.00
5,890.16
5,890.16
0.00
609.84
90.61
MAINT & REPAIR -WATER
60-90-720-1500
62,000.00
74,704.09
74,704.09
9.52
-12,713.61
120.50
MAINT & REPAIR -SEWER
60-90-720-1510
75,000.00
31,475.44
31,475.44
0.00
43,524.56
41.96
PUMP AND HAUL
60-90-720-1520
30,000.00
6,047.00
6,047.00
1,916.00
22,037.00
26.54
MAINT & REPAIR-EQUIPME
60-90-720-1600
30,000.00
28,292.12
28,292.12
0.00
1,707.88
94.30
MAINT & REPAIR - LIFT
60-90-720-1610
109,500.00
54,070.58
54.070.58
1,350.00
54,079.42
50.61
MAINT & REPAIR -VEHICLE
60-90-720-1700
22,000.00
9,297.83
9,297.83
0.00
12,702.17
42.26
MEDICAL SERVICES
60-90-720-2000
1,500.00
1,296.28
1,296.28
0.00
203.72
86.41
GAS & OIL
60-90-720-3100
27,000.00
26,100.63
26,100.63
0.00
899.37
96.66
CHEMICALS
60-90-720-3200
5,000.00
4,082.67
4,082.67
0.00
917.33
81.65
MATERIALS & SUPPLIES
60-90-720-3300
83,000.00
86,536.58
86,536.58
0.00
-3,536.58
104.26
WATER PURCHASES-HARNET
60-90-720-3310
488,000.00
492,637.00
492,637.00
0.00
-4,637.00
100.95
WATER METERS
60-90-720-3320
120,000.00
119,718.92
119,718.92
0.00
281.08
99.76
UNIFORMS
60-90-720-3600
7,000.00
8,315.83
8,315.83
0.00
-1,315.83
118.79
CONTRACTED SERVICES
60-90-720-4500
164,000.00
88,834.23
88,834.23
0.00
75,165.77
54.16
DUES & SUBSCRIPTIONS
60-90-720-5300
6,500.00
7,510.00
7,510.00
0.00
-1,010.00
115.53
WASTEWATER TREATMENT -
60-90-720-6000
625,000.00
653,518.51
653,518.51
0.00
-28,518.51
104.56
SHORT LIVED ASSETS
60-90-720-7300
0.00
0.00
0.00
0.00
0.00
0.00
CAPITAL OUTLAY
60-90-720-7400
48,000.00
134,402.88
134,402.88
0.00
-86,402.88
280.00

TOWN OF LILLINGTON Selected Department Page 2
09/09/24 Fiscal Year:2024 Encumbrances & Expenditure Statement
(ALL) All Departments
08:01:26 Fiscal Month Range:1-12
Period Ending: June 30, 2024
(D)
60 WATER & SEWER FUND
Budget Activity
Expenditure
Encumbrance
Unecumbered
%
Account Description Account No
Amount This Period
Year to Date
Year to Date
Balance
Spent
LEASE AGREEMENTS 60-90-720-7500
4,000.00 2,425.67
2,425.67
0.00
1,574.33
60.64
WATER CAPACITY 60-90-720-7600
15,000.00 0.00
0.00
0.00
15,000.00
0.00
SEWER CAPACITY 60-90-720-7650
100,000.00 107,906.84
107,906.84
0.00
-7,906.84
107.90
TOTAL DEPT: (720) WATER & SEWER
3,272,000.00 3,077,357.88
3,077,357.88
3,275.52
191,366.60
94.15
TOTAL FUND: (60) WATER & SEWER FUND
3,272,000.00 3,077,357.88
3,077,357.88
3,275.52
191,366.60
94.15
TOTAL EXPENDITURES
3,272,000.00 3,077,357.88
3,077,357.88
3,275.52
191,366.60
94.15

Town of Lillington Capital Improvements Plan
Project Location
Cost
Year 1
2022
Year 2
2023
Year 3
2024
Year 4
2025
Year 5
2026
Year 6
2027
Year 7
2028
Year 8
2029
Year 9
2030
Year 10
2031
COMPREHENSIVE SEWER REHABILITATION
$5,449,980
$475,400
$489,660
$504,350
$519,470
535 60
$551,130
567680
$584.690
602240
$620.3W
ANNUAL SEWER LINE MAINTENANCE
2980D0
$26PW
S27DW28000
$28,0XI
$29,000
30000
31000
32
33000
34000
ANNUAL SEWER LINE CCTV INSPECTION
497000
$43,000
5000
$46,WO
47000
9
$50,W0
52000
$53,0
$55,000
57
INCREASE CAPACITY OF UNDERSIZED SEWER LINES
3439 00
300000
309000
$318,270
$327,810
$337,650
$M7,790
358230
$368,970
$380040
391"0
LIFT STATION UPGRADES AND REPLACEMENTS
1 77960
318 70
579650
$380,040
TOTAL
$10962140
$8444W
$870,6W
$1 14,890
$922 80
$950,710
$1,558.570
$1D08,910
1038,660
$1,450,32
$1,102,740
Project Location
Cost
Year IS
2032
Year 12
2033
Year 13
20N
Year 14
2035
Year 15
2036
Year 16
2037
Year 17
2038
Year 18
2039
Year 19
2040
Year 20
2041
COMPREHENSIVE SEWER REHABILITATION
$5,759,050
$502,360
$517,430
$532,980
$548,940
$565,420
$582,400
$599,850
$617,830
$636,37D
655470
ANNUAL SEWER LINE MAINTENANCE
401000
5000
36000
37000
380DD
390DD
41000
42000
$43,OM
$46,OW
ANNUAL SEWER LINE CCTV INSPECTION
670000
$58,ODO
$60,000
62
$64.000
66
$68,000
70000
$72000
74
$76,OW
INCREASE CAPACITY OF UNDERSIZED SEWER LINES
$4,621,920
$403,170
41526
$427.740
40550
$453.780
46]400
$481,410
$495,840
$S10,720
526050
LIFT STATION UPGRADES AND REPLACEMENTS
$1,972280
$692,100
$453.780
826400
TOTAL
$13A24,250
$998,530
$1,720,79
$IP59,720
1 91490
$1,577,980
1158
1193 60
$2,055.070
$1 65090
11,303,520

TOWN OF LILLINGTON
Public Works Department
Updated November 15, 2023
Sewer equipment list
1.
International dump truck
2.
E55 Bobcat mini excavator
3.
Terex backhoe
4.
Single reel jet machine
5.
Dual reel jet machine
6.
Bobcat skid steer
7.
Arrow board
8.
CCTV main line inspection trailer
9.
Portable lateral inspection camera
10.
Portable whisper watt backup generator
Page 1 of 1

TOWN OF LILLINGTON
Public Works Department On -Call SOP
Updated October 17, 2023
Procedures for a Sanitary Sewer Overflow from a Manhole
1. When an overflow is first noticed, immediately cone off the area if the manhole is in the street.
Notify supervisors to make assessment of the spill and call backup personnel to assist you.
Call in this order:
A. Sewer ORC Skyler Russell 910-814-7007
B. Distribution ORC Hunter Barnes 919-914-1081
C. Director Ashley Wimberly 910-902-1368
2. Call one of the following septic tank companies to pump manhole out, in this order:
A. Gerald Temple Septic Tank Service in Bunnlevel 910-893-4953
B. RLT and Associates 919-552-4489.
C. Forever Clean 919-669-6207
3. Before leaving shop after calls have been made
A. Hookup up to water department trailer and get appropriate bags of lime to site.
B. Divert traffic away from seepage if possible by setting up traffic control or at least have traffic
slow down to avoid damage to vehicles.
C. If manhole is in right of way or near storm drainage try to divert flow away from raw water
source (stream, etc.) by digging trench for wastewater to follow if possible.
D. Wait for supervisor/backup/septic tank truck to arrive.
4. Once backup personnel arrive
A. Have someone go back to get the large jet machine and have it filled with water.
B. Have someone standing by to assist the septic tank truck.
C. Once supervisor has arrived, the supervisor has to assess the overflow to calculate the amount
of gallons that have spilled, if it reached a raw water source, determine if a fish kill has
occurred, record it and if necessary, contact NCDWQ. (North Carolina Division of Water
Quality) following SSO (Sanitary Sewer Overflow) regulations.
24 hour emergency number [phone]
Fayetteville regional office (910)-433-3300
5. Find the next manhole downstream from blockage that has little or no flow coming into it. Run jet
machine into it to unstop the blockage.
6. After the pump truck has finished and blockage has been cleared, clean up any solids that have spilled
and spread lime over the affected area and put manhole lid back on.
Page 1 of 1

F.
Pump Failure Response
Standard Operating Procedure for Lift Station Pump Failure
1. If there is a Lift Station pump failure, there are several questions that need to be
asked. Was the failure due to loss of power (i.e. downed power line, or another
source of power loss) ? Is the SCADA system working? Are the visual and audible
alarms operational? Was their damage done due to a storm?
2. Notify Sewer Department Supervisor. Get file from Sewer Dept. office that
Pertains to that lift station and look at the troubleshooting guide to get a better
Understanding of what is wrong while waiting for back up. Try to explain what
Happened if the problem is obvious, the supervisor may be able to talk you through
Some simple steps to get the pumps back on line while he makes his way in to make
an assessment.
Call in order:
A.) Assistant Director of Public Works/ Collection System ORC
Skyler Russell [phone] Home: [phone]
Hunter Barnes [phone]
Ashley Wimberly [phone]
3. If total power failure call Progress Energy @ 1-800-401-5401
4. If you can't get the pumps running to stop the chance of an overflow
Immediately call: (If the first person on the list does not answer call the next)
A.) Harnett County Public Utilities Cell [phone]
B.) Gerald Temple Septic Tank Service [phone]
C.) RLT Construction [phone]
5. If it's an electrical problem call:
Sanford Electric Office [phone]
George Gray Cell [phone]
6. If it's a pump problem call:
Charles R. Underwood Inc. (office) [phone]
(The number listed above contacts the on call person after normal business hours)
Pete Duty and Associates (office) [phone]
Ed Wheely (Smith and Loveless Specialist, Prison Lift Station) (Cell) [phone]
(Home) [phone]
Rick Jones Services Inc. (office) [phone]
7. Once wastewater is pumped out, clean up affected areas by picking up solids and
spread lime accordingly.
9.ORC/Supervisor must make assessment of spill if any occurred and make a report of it
to the following agency

1
NCDWQ at [phone] or [phone]
10.Once all repairs are made, make sure all switches are back on and if follow up is
required, do so accordingly.
Updated / Reviewed: 11/21/2023

Contingency Plan BL-01
Standard Operating Procedures for Sanitary Sewer Overflow from a Broken Line
1. If there is wastewater leak, there are a few things you must be able to identify. Is the
leak coming from a Gravity sewer line or a Force Main? A Gravity Line leak will
flow continuously. A Force Main leak will rise and fall with activation of the lift
station pumps. A collection system map will help identify where the problem is. Cone
off area immediately.
2. Divert wastewater away from raw water source where applicable by digging a trench
with a shovel for the wastewater to follow.
3. Notify ORC/supervisor to make assessment of spill and call back-up personnel to
assist you. Call in order: Collection ORC, Collection Supervisor, and
Director/Assistant Director of Public Works.
Sewer ORC/Assistant Director Skyler Russell
(Cell) [phone]
(Home) [phone]
4. Contact North Carolina One Call @ 1-800-632-4949 for a dig ticket.
5. Make sure utilities are marked before digging.
6. Set up traffic control and signs.
7. If pipe is located under a State road, contact D.O.T. [phone] and inform
them of the problem.
8. Look at Collection System map to determine line size and direction.
9. Cut asphalt around area determined to be the source of the leak.
10. Dig parallel with sewer line and have a spotter to insure sewer line and other utilities
are unharmed.
11. Make sure to place spoil pile 2 ft. from hole (minimum).
12. If hole is more than 4 ft. deep, place a ladder in the hole. (OSHA requirement.)
13. If hole is more than 5 ft. deep, use proper shoring equipment. (OSHA requirement)
14.Once line is uncovered and cleaned off, determine exactly what is to be used to make
repairs. Work safely, quickly, and efficiently, to make repairs. Insure no leaks exist.

15. Remove all excess water from hole.
16. Clean up all solids and spread lime accordingly.
17. Put fines under pipe, bedding it, compact fines.
18. Put fines half way along pipe, then compact.
19. Put ABC stone in hole and compact every foot of stone until top of hole is reached.
20. Clean up work area and street; reshape ditch line (depending on where work was
done).
21. If line was under road and road needs to remain closed overnight, get arrow board and
proper nighttime traffic control and set them up.
22. If not, get up all traffic control devices and open the road to the public.
23.ORC/Supervisor must make assessment of spill, make a report, and report it to
NCDWQ at [phone] or [phone]
Updated / Reviewed: 11/21/2023

Contingency Plan MH-01
Standard Operating Procedures for a Sanitary Sewer Overflow from a Manhole
If a manhole is overflowing when first noticed, if in the street, cone off area
immediately. Try to figure out what has happened. Notify Sewer Department
Supervisor. Try to explain what happened, the supervisor might be able to talk you
through steps to get the situation resolved while he makes his way in to make
assessments and reports of the spill. Call in order:
A.) Collection System Supervisor,
B.) Director of Public Works
Skyler Russell (Cell) [phone]
2. Contact one of the following septic tank companies to pump out manhole:
A.) Harnett County Sewer Department (Randolph) [phone]
B.) Gerald Temple Septic Tank Service [phone]
C.) RLT Construction Ricky [phone]
3. Before leaving shop after calls have been made, hook up to Water Department trailer
and get appropriate bags of lime to site and divert traffic away from site if possible by
setting up traffic control or at least slow traffic down to avoid damage to vehicles. If
manhole is in right of way or near storm drainage try to divert flow away from raw
water source (stream, etc.) by digging trench for wastewater to follow if possible.
Wait for ORC/supervisor/assistance/septic tank truck to arrive.
4. Once back-up personnel arrive, have someone get the large jet machine, if not already
on site, fill with water. Have someone standing by to assist septic tank truck if
needed. Once ORC/Supervisor has arrived, he must make assessment of spill, record,
and if necessary notify and report it to NCDWQ.
5. Find the next manhole downstream from blockage that is clear and proceed to jet line
until blockage is clear and normal flow has been restored.
6. After pump truck is finished and normal flow has been restored, clean up any solids
that have spilled and spread lime over affected area and put manhole lid securely back
in place.
Updated / Reviewed: 11/23/23

TOWN OF LILLINGTON
Public Works Department SOP for Major Utility Incident
Updated October 17, 2023
Purpose
A hands on document to be used in the field to resolve and document urgent/emergent water and sewer
breaks, backups, spills, leaks etc. with accuracy and efficiency utilizing a command structure. Follow the steps
below to manage the incident from start to finish.
IMMEDIATE ACTIONS
Notifv Management, call in this order
A.
Sewer ORC Skyler Russell
910-814-7007
B.
Distribution ORC Hunter Barnes
919-914-1081
C.
Director Ashley Wimberly
910-902-1368
D.
On Call cell Phone
919-902-1365
Notify
Lillington Fire Department, call in this order:
A.
Chief Atkins 910-242-2905
B.
Jamey Roberts 910-984-4876
C.
Fire Station 910-893-9342
2. Establish Chain of Command
A. Designated Team Leader/Supervisor is over the whole job and MUST Document and delegate
all tasks needed throughout the job.
B. Assess the problem.
C. Decide if in-house or contractor repair/remediation.
D. Select staff for the job and assign duties.
E. Create a work item for the incident in Mobile 311.
3. Get the "ON CALL BOOK" keep it with you and start taking notes immediately.
A. Follow SOP for specific problem(s) as required, including required forms and tools.
B. Once you arrive on scene make sure you follow the contingency plan for the
situation that exists.
4. Go to the iobsite manage the team and resolve the issues/problems.
A. Make list of equipment, tools and supplies needed.
B. When you leave the shop make sure you have ALL necessary equipment, tools and
traffic control devices, etc.; and you've contacted all the appropriate parties.
C. If you need an Emergency Dig Ticket call North Carolina 811. While you're getting things
together this ticket can be responded to by other authorities to complete their locating.
D. Locate valves to isolate the incident; paint closed valves PINK and open valves BLUE.
Page 1 of 3

TOWN OF LILLINGTON
E. ALL VALVE CLOSING AND OPENING SHALL BE COMMUNICATED TO THE TEAM LEADER SO
THEY CAN DOCUMENT WHICH VALVES ARE CLOSED.
F. Identify and inform customers that will be affected.
G. Continue to assess the situation for successful in-house repair or need to call in a contractor.
H. Prepare the site and implement traffic control as required.
I. Contact Harnett County non -emergency at 910-893-9111 for road closures and/or water
outages.
SHUTTING OFF A WATER MAIN
1. After receiving the work order from a supervisor, follow the SOP for public notification if the valve
operation will result in the loss of water service for customers.
2. Contact the Fire Department.
3. Locate and gain access to the valve box.
4. Remove the valve box lid.
5. Clean debris out of the valve box if it is necessary to access the operating nut.
6. Place valve key on valve operating nut.
7. Open or close valve as necessary making sure to note the direction and number of turns.
8. If there is any doubt about whether the valve is closed, flow hydrants to confirm the water
has been shut off.
9. Once the valve position has been confirmed, replace valve box lid and spray paint as follows:
A. If the valve is closed, paint the valve box lid PINK.
B. If the valve is open, paint the valve box lid BLUE.
EMERGENCY VALVE OPENING PROCEDURES
1. Upon determining where the leak or break is located, refer to the Emergency Valve Operating
Procedure Map.
2. On the map locate the valves closest to the leak or break and notify the following:
3. There will need to be 2 valves cut off:
A. The valve located upstream of the leak or break.
B. The valve located downstream of the leak or break.
4. At each of these 2 valves, proceed by removing the lid to the valve box. After the valve box lid is
removed, use the valve key to shut off the valve.
5. Paint every valve you cut off PINK and then repaint it BLUE once you open it.
6. Once repair has been made OPEN ALL VALVE BOXES and paint the valves BLUE.
AFTER HOURS
1. If an emergency situation arises after hours make sure to take notes during the work so that the
following day a complete report can be written. Include the following:
A. Location
Page 2 of 3

TOWN OF LILLINGTON
B. What Happened
C. Corrective Actions Taken
D. Follow Up Repairs
E. What Personnel Responded
F. Special Equipment Used
G. Contracted Services
H. Length of Time to Repair
I. Spill Report if Needed
J. Other Pertinent Information
2. Sign the report and turn it in to the appropriate supervisor.
3. If repairs are complete and you don't intend on returning the following day, ensure that the area
around the repair site is restored (as close as possible) to the way it existed before you arrived.
4. All debris and any excess dirt are hauled away as well as all materials no longer needed.
COMPLETION
1. Once you've completed all repairs and addressed the repair area ensure that you return all equipment
and materials to the shop.
2. File all appropriate paperwork, ORC/Supervisor must make assessment of the main break, make a
report, and report it to appropriate State agencies.
3. Before leaving the repair site make sure that appropriate safety precautions are taken to ensure public
safety:
A. Open trenches are clearly marked and cordoned off.
B. No keys are left in unattended equipment or vehicles.
C. All solids are removed if it was a sewer spill.
D. When leaving the site make sure that the public is made aware of any dangerous situation that
may exist and they are kept out of the area.
E. Communicate to the Fire Department that water has been restored.
F. Contact Harnett County non -emergency number if road was closed to let them know it's
reopened.
Page 3 of 3

TOWN OF LILLINGTON
Public Works Department on -call SOP
Updated November 15, 2023
Emergency / After Hours Contacts for Town of Lillington Lift Stations
NAME
PHONE NUMBERS
1
Gerald Temple
Pump and haul
910-893-4952
910-814-7313
2
RLT Construction / Ricky Temple
Utility contractor/ Pump and haul
919-552-4489
919-612-8843
3
Charles Underwood (pumps)
Lift station contractor
24-Hour/Call First 800-729-2463
Call Second 919-775-9618
4
XYLEM Pumps / Jim Lehmann
910-409-7975 Cell Phone
4
HCCF - Harnett County
Correctional Facility
910-893-2431
5
Temple Grading / Jonathan
Utility contractor
910-984-6084
6
Temple Grading / Joe Parda
Utility contractor
910-984-6079
7
Temple Grading / Mike Smith
Utility contractor
910-984-6083
8
NCDOT / Keith Anderson
910-890-6538
9
SCADA / Custom Controls
919-661-5556
10
Generator / KB Power
Shannon Bullock 252-236-1223
Dwayne 919-650-9711
11
Piedmont Natural Gas
GAS LEAK 800-752-7504
12
Forever Clean
919-669-6207
Page 1 of 1

DEPARTMENT OF ENVIRONMENTAL QUALITY
SYSTEM -WIDE COLLECTION SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
Town of Lillington
WQCS00297
FOR THE
operation and maintenance of a wastewater collection system consisting of, at the time of permit issuance,
approximately 31.54 miles of gravity sewer, approximately 7.06 miles of force main, 6 duplex pump
stations, and all associated piping, valves, and appurtenances required to make a complete and operational
wastewater collection system to serve the Town of Lillington and any deemed permitted satellite
communities pursuant to the application received March 21, 2016, and in conformity with the documents
referenced therein and other supporting data subsequently filed and approved by the Department of
Environmental Quality and considered a part of this permit.
This permit shall be effective from August 1, 2016 until July 31, 2024, and shall be subject to the following
specified conditions and limitations:
Page 1 of 7

PERFORMANCE STANDARDS
1. The sewage and wastewater collected by this system shall be treated in the properly permitted
Wastewater Treatment Facility Identified in the permit application and documented in the Division's
database. 115A NCAC 02T.0108 (b)]
2. The wastewater collection system shall be effectively managed, maintained and operated at all times
to prevent discharge to land or surface waters, and to prevent any contravention of groundwater
standards or surface water standards. In the event that the wastewater collection system fails to
perform satisfactorily, including the creation of nuisance conditions, the Permittee shall take immediate
actions as per the Response Action Plan (Condition II(9)), as well as any actions that may be required by
the Division of Water Resources (Division), such as the construction of additional or replacement sewer
lines and/or equipment. (15ANCACO2T.0108(b)]
3. The Permittee shall establish by ordinance, inter -local agreement or contract its legal authority to
require new sewers be properly constructed; to ensure proper Inspection and testing of sewer mains
and service laterals; to address flows from satellite systems and to take enforcement action as required
by Condition 1(4). [G.S. 143-215.911; G.S. 143-215.1(f)(1))
4. The Permittee shall develop and implement an educational fats, oils and grease program that shall
include at least semiannual distribution of educational material targeted at both residential and non-
residential users. The Permittee shall also develop and implement an enforceable fats, oils and grease
program for non-residential users under which the Permittee can take enforcement against users who
have not properly installed, operated and maintained grease traps or grease interceptors as directed
or otherwise violated the terms of the enforcement program pertaining to fats, oils and grease.
(15A NCAC 02T .0108 (b)]
S. The Permittee shall adopt and implement a Capital Improvement Plan (CIP) to designate funding for
reinvestment into the wastewater collection system infrastructure. The CIP should address the short-
term needs and long-term "master plan" concepts. The CIP should typically cover a three to five year
period and include a goal statement, description of the project area, description of the existing facilities,
known deficiencies (over a reasonable period) and forecasted future needs. Cost analysis is integral to
the CIP. [G.S. 143-215.9B]
6. Overflow piping from manholes and pump stations, excluding piping to approved equalization
structures, known or discovered after permit issuance shall be immediately removed or permanently
capped. Plugged or valved emergency pumping connections are allowable for portable pumping or
rerouting without intentionally bypassing the wastewater treatment facility.
115A NCAC 02T .0108 (b)]
7. The Permittee shall maintain a contingency plan for pump failure at each pump station. If one of the
pumps in a pump station containing multiple pumps fails, the process of repairing or replacing the pump
shall be initiated immediately and the new parts or pump shall be installed as soon as possible. The
permittee shall provide justification for delay in initiating the process for repair or replacement at the
Division's request. If the pump in a simplex pump station serving more than a single building or pump
stations not capable of pumping at a rate of 2.5 times the average daily flow rate with the largest pump
out of service fails, it shall be replaced immediately. [15A NCAC 02T.0305 (h) (1)]
Page 2 of 7

8. Each pump station shall be clearly and conspicuously posted with a pump station identifier and an
emergency contact telephone number at which an individual who can initiate or perform emergency
service for the wastewater collection system 24 hours per day, seven days per week can be contacted.
This emergency contact telephone number shall be coupled with instructions that the emergency
contact should be called if the visual alarm illuminates, if the audible alarm sounds, or If an emergency
is apparent. [15A NCAC 02T .0305 (h) (2)]
9. Pump station sites, equipment and components shall have restricted access.
115A NCAC 02T .0305 (h) (4))
10. Pump stations that do not employ an automatic polling feature (i.e. routine contact with pump stations
from a central location to check operational status of the communication system) shall have both
audible and visual high water alarms. The alarms shall be weather-proof and placed in a clear and
conspicuous location. Permits issued for the construction of pump stations that included high water
alarms in the description must maintain the alarms even if simple telemetry (i.e. notification of an alarm
condition initiated by the pump station control feature) is installed.
(15A NCAC 02T .0305 (h)11)]
11. For all newly constructed, modified and rehabilitated pump stations, all equipment and components
shall be sealed within a corrosion -resistant coating or encasement to the extent practicable and
equivalent to the minimum design criteria unless the permittee can demonstrate it is not practicable
or another form of corrosion resistance is employed. [1SA NCAC 02T.0108 (b)]
II. OPERATION AND MAINTENANCE REQUIREMENTS
1. Upon classification of the collection system by the Water Pollution Control System Operators
Certification Commission (WPCSOCC), the Permittee shall designate and employ a certified operatorto
be in responsible charge (ORC) and one or more certified operator(s) to be back-up ORC(s) of the
facilities in accordance with 15A NCAC 8G .0201. The ORC shall visit the system within 24 hours of
knowledge of a bypass, spill, or overflow of wastewater from the system, unless visited by the Back -Up
ORC, and shall comply with all other conditions of 15A NCAC 8G .0204.
(15A NCAC 08G .0200 et.seq.)
2. The Permittee shall develop and adhere to a schedule for reviewing all inspection, maintenance,
operational and complaint logs. If the review process results in the identification of any recurring
problem in the wastewater collection system that cannot be resolved in a short time period, the
Permittee shall establish a plan for addressing the pmblem(s). 115A NCAC 02T .010E (b)]
3. The Permittee shall develop and adhere to a schedule for testing emergency and standby equipment.
115A NCAC 02T.0308 (b))
4. The Permittee shall develop and implement a routine pump station inspection and maintenance
program which shall include the following maintenance activities:
a. Cleaning and removing debris from the pump station structure, outside perimeter, and wet
well;
b. Inspecting and exercising all valves;
c. Inspecting and lubricating pumps and other mechanical equipment; and
d. Verifying the proper operation of the alarms, telemetry system and auxiliary equipment.
115A NCAC 02T .0108 (b))
Page 3 of 7

5. For each pump station without pump reliability (i.e. simplex pump stations serving more than a single
building or pump stations not capable of pumping at a rate of 2.5 times the average daily flow rate with
the largest pump out of service), at least one fully operational spare pump capable of pumping peak
flow shall be maintained on hand. [15A NCAC 02T.0305 (h) (1) (A)]
6. The Permittee shall maintain on hand at least two percent of the number of pumps installed, but no
less than two pumps, that discharge to a pressure sewer and serve a single building, unless the
Permittee has the ability to purchase and install a replacement pump within 24 hours of first knowledge
of the simplex pump failure or within the storage capacity provided in a sewer line extension permit.
[15A NCAC 02T.0108 (b)]
7. Rights -of -way and/or easements shall be properly maintained to allow accessibility to the wastewater
collection system unless the Permittee can demonstrate the ability to gain temporary access in an
emergency situation where existing land -use conditions do not allow the establishment and
maintenance of permanent access. In this case, the Permittee shall continue to observe the lines
visually, utilize remote inspection methods (e.g. CCTV) and use the opportunity of drier conditions to
perform further inspections and necessary maintenance. (15A NCAC 02T .0108 (b))
8. The Permittee shall assess cleaning needs, and develop and Implement a program for appropriately
cleaning, whether by hydraulic or mechanical methods, the wastewater collection system. At least 10
percent of the gravity wastewater collection system, selected at the discretion of the ORC, shall be
cleaned each year. Preventative cleaning is not required for sewer lines less than five years old unless
inspection otherwise reveals the need for cleaning or cleaning is required by a sewer line extension
permit. [SSA NCAC 02T .0108 (b)]
9. The Permittee shall maintain a Response Action Plan that addresses the following minimum items:
a. Contact phone numbers for 24-hour response, including weekends and holidays;
b. Response time;
c. Equipment list and spare parts inventory;
d. Access to cleaning equipment;
e. Access to construction crews, contractors and/or engineers;
f. Source(s) of emergency funds;
g. Site restoration and clean up materials; and
h. Post-SSO assessment.
[15A NCAC 02T.0108 (b))
10. The Permittee, or their authorized representative, shall conduct an on -site evaluation for all SSOs as
soon as possible, but if feasible no more than two hours after first knowledge of the SSO. The Permittee
shall document in its 5-day report why it was unable to initially respond to any 550 location within two
hours. [15A NCAC 02T.0108 (b))
11. In the event of an SSO or blockage within the wastewater collection system,Permittee
muted shall
restorestore
re e
the system operation, remove visible solids and paper, restore any ground area
surroundings. (15ANCACO2T.0108(b))
If. RECORDS
1. Records shall be maintained to document compliance with Conditions 1(4),11(2) - II(4), 11(7) - II(8). IV131
and V(1) -V(4). Records shall be kept on file for a minimum of three years. (15A NCAC 02T.0108 (b)]
Page 4 of 7

2. The Permittee shall maintain adequate records pertaining to 55Os, and 550 or wastewater collection
system complaints for a minimum of three years. These records shall include, but are not limited to,
the following information:
a. Date of SSO or complaint;
b. Volume of wastewater released as a result of the SSO and/or nature of complaint;
c. Location of the SSO and/or complaint;
d. Estimated duration of the SSO;
e. Individual from the Division who was informed about the SSO and/or complaint, when
applicable;
I. Final destination of the SSO;
g. Corrective actions;
h. Known environmental/human health impacts resulting from the SSO; and
i. How the SSO was discovered.
115A NCAC 02T .0108 (till
3. The Permittee shall maintain an up-to-date, accurate, comprehensive map of its wastewater collection
system that also notes the locations where other wastewater collection systems become tributary. If
a comprehensive map of the collection system has not been established, a rough sketch shall be drawn.
The Permittee shall map approximately 10 percent of its existing collection system each year for the
next ten years beginning at the original permit issuance date, or until complete, whichever is sooner.
The comprehensive map shall include, but is not limited to: pipe size, pipe material, pipe location, flow
direction, approximate pipe age, and each pump station identification, location and capacity. [35A
NCAC 02T .0108 (b))
4. The Permittee shall maintain records of all of the modifications and extensions to the collection system
permitted herein. The Permittee shall maintain a copy of the construction record drawings and
specifications for modifications/extensions to the wastewater collection system for the life of the
modification/extension. Information concerning the extension shall be incorporated into the map of
the wastewater collection system within one year of the completion of construction. The system
description contained within this permit shall be updated to include this modification/extension
information upon permit renewal. [15A NCAC 02T .0108 (b)]
IV. MONITORING AND REPORTING REQUIREMENTS
1. In the event of an SSO the Division may require monitoring that is necessary to ensure surface water
and groundwater protection and an acceptable sampling and reporting schedule shall be Implemented.
175A NCAC 02T .0108 (c)l
2. The Permittee shall verbally report to a Division of Water Resources staff member at the Fayetteville
Regional Office, at telephone number [phone] as soon as possible, but in no case more than 24
hours following first knowledge of the occurrence of the following circumstances within the collection
system which is under the Permittee's ownership or maintained and operated by the Permittee through
a perpetual legal agreement:
a. Any SSO and/or spill over 1,000 gallons to the ground; or
b. Any 550 and/or spill, regardless of volume, that reaches surface water.
Voice mail messages or faxed information shall not be considered as the initial verbal report. SSOs (and
other types of spills) occurring outside normal business hours may also be reported to the Division of
Emergency Management at telephone number (800) SSM368 or [phone].
Page 5 of 7

Persons reporting any of the above occurrences shall file a spill report by completing Part I of Form CS-
SSO (or the most current Division approved form), within five business days following first knowledge
of the occurrence. This report shall outline the actions taken or proposed to ensure that the problem
does not recur. [G.S. 143-215.1C(al))
3. The Permittee shall meet the annual reporting and notification requirements provided in North Carolina
General Statute §343-215.SC.
V. INSPECTIONS
1. The Permittee or the Permittee's designee shall inspect the wastewater collection system regularly to
reduce the risk of malfunctions and deterioration, operator errors, and other issues that may cause or
lead to the release of wastes to the environment, threaten human health or create nuisance conditions.
The Permittee shall keep an inspection log or summary including, at a minimum, the date and time of
inspection, observations made, and any maintenance, repairs, or corrective actions taken by the
Permittee. [15A NCAC 02T.0108 (b)]
2. Pump stations that are not connected to a telemetry system (i.e,, remote alarm system) shall be
inspected by the permittee or its representative every day (i.e., 365 days per year). Pump stations that
are connected to telemetry shall be inspected at least once per week. [ISA NCAC 02T .0108 (b)]
3. A general observation by the permittee or its representative of the entire wastewater collection system
shall be conducted at least once per year. 115A NCAC 02T.0108 (b)]
4. Inspections of all high priority lines (i.e. aerial line, sub -waterway crossing, line contacting surface
waters, siphon, line positioned parallel to stream banks that are subject to eroding in such a manner
that may threaten the sewer line, or line designated as high -priority in a permit) shall be performed at
least once per every six-month period of time. A list of high -priority lines is presented as Attachment A
and is hereby incorporated into this permit condition. New high priority lines installed or identified
after permit issuance are incorporated by reference and subject to this permit condition until permit
renewal where they shall be referenced in writing in Attachment A. [15A NCAC 02T.0108 (b))
VI. GENERAL CONDITIONS
1. This permit is not transferable. In the event that the Permittee desires to transfer ownership of the
wastewater collection system orthere is a name change of the Permittee, a formal permit modification
request shall be submitted to the Division. The request shall be accompanied by documentation from
the parties involved, and other supporting materials as may be appropriate. Such request will be
considered on its merits and may or may not be approved. [15A NCAC 02T .0104; G.S. 143-215.1(d)(3)]
2. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to
an enforcement action by the Division in accordance with North Carolina General Statute §343-215.6A
through §143-215.6C, and a sewer moratorium may be established. [15A NCAC 02T .0104]
3. The issuance of this permit does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by other government agencies (i.e., local, state,
and federal) having jurisdiction. [G.S. 143-215.1(b)]
4. The issuance of this permit does not prohibit the Division from reopening and modifying the permit,
revoking and reissuing the permit or terminating the permit as allowed by the laws, rules, and
regulations or as needed to address changes in federal regulations with respect to the wastewater
collection system, in accordance with required procedures. [G.S. 143-215.1(b)(4)]
Page 6 of 7

5. The Permittee shall pay the annual fee within thirty (30) days after being billed by the Division. Failure
to pay the fee accordingly may cause the Division to initiate action to revoke this permit.
[15A NCAC 02T .olio (4))
6. The Permittee shall file an application for renewal of this permit at least six months prior to the
expiration of this permit. Upon receipt of the request, the Director will review the adequacy of the
wastewater collection system described therein, and if warranted, will extend the permit for a period
of time and under such conditions and limitations, as the Director may deem appropriate. [15A NCAC
02T .0109)
7. The Permittee shall notify the Division's Pretreatment, Emergency Response and Collection Systems
Unit in writing at 1617 Mail Service Center, Raleigh, North Carolina 27699 of any changes to the name
and/or address of the responsible party (i.e. mayor, city/town manager) of the wastewater collection
system. 115A NCAC 02T.0106 (c)]
8. Any duly authorized officer, employee, or representative of the Division may, upon presentation of
credentials, enter and inspect any property, premises or place on or related to the collection system at
any reasonable time for the purpose of determining compliance with this permit, may inspect or copy
any records that must be maintained under the terms and conditions of this permit, and may obtain
samples of wastewater, groundwater, surface water, soil, or plant tissue.
[15A NCAC 02T .0110 (3)]
9. The Permittee or their authorized representative shall have available a copy of this permit to present
upon request by any duly authorized officer, employee, or representative of the Division.
135A NCAC 02T .01041
VII. Special Conditions
1. This permit shall become voidable unless the agreement between the Town of Lillington and Harnett
County Public Utilities (NC0021636) for the NCAC collection
and
fi al treatment of wastewater is in full force
and effect.. 115A NCAC 02T.0108 (b):
Permit issued this the V' of April, 2016
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for S. Jay Zimmerman, P.G.
Director, Division of Water Resources
By Authority of the Environmental Management Commission
by Deborah Gore, Pretreatment, Emergency Response, Collection System Unit Supervisor
Division of Water Resources, NCDEQ
Page 7 of 7

�LI�-
TOWN OF LILLINGTON
Attachment A for Condition V(4)
Lillington Public Works
High Priority Lines Listing
Location Between Manholes Tvoe
at RR Tcks
3rd St. Tracks
MHID # 404 - MHID # 66
Aerial Line
3rd St at Kill igrey Dead
end
MHID # 69 - MHID # 378
Aerial Line
13th St. Lateral
MHID # 292 - MHID # 291
Aerial Line
Duncan St. to W WTP
MHID # 3 - MHID # 4
Aerial Line
Cape Fear River Brkiae
MHID # 183 - MHID # 235
Aerial Line
McKinney Parkway
MHID # 228 - MHID # 229
Aerial Line
nairy Freeze
MHID # 90 - MHID # 91
Aerial Line
Autumn Fem Trail
MHID # 90 - MHID # 91
Minimal Fall Gr2vttv
106 West Front Street a P.O. Bo: 296 a Lillingtoq North Carnlma 27546
Phone: [phone] a Fax [phone] a w .lnlingtonncsum

TOWN OF LILLINGTON
Attachment IV (.3)
Pump Station Listings
1. Wet Well Capacities
2. Creekside Lift Station Equipment Form
3. Prison Lift Station Equipment Form
4. McKinney Lift Station Equipment Form
5. Shawtown Lift Station Equipment Form
6. Vandercroft Farms Lift Station Equipment Form
7. Emilie's Crossing Lift Station Equipment Form
106 %%nt Front Street • Y.O. Bur 296 • LillinZon, North (amlim 27W
Phoor: (910189J34N • Fn [phone] • wnw.IiIhrgtunnc.coo,