WQCS00297_Renewal (Application)_20240104

ROY COOPER • 1p,�t
1
Governor (Q;•
ELIZABETH S.BISER n " "
Secretary
RICHARD E.ROGERS,JR. NORTH CAROLINA
Director Environmental Quality
January 08, 2024
Town of Lillington
Attn: Joseph Jeffries, Town Manager
PO Box 296
Lillington, NC 27546
Subject: Permit Renewal
Application No. WQCS00297
Lillington Collection System
Harnett County
Dear Applicant:
The Water Quality Permitting Section acknowledges the January 4, 2024 receipt of your permit renewal application and
supporting documentation. Your application will be assigned to a permit writer within the Section's Non-discharge
permitting branch. Per G.S. 150B-3 your current permit does not expire until permit decision on the application is made.
Continuation of the current permit is contingent on timely and sufficient application for renewal of the current permit. The
permit writer will contact you if additional information is required to complete your permit renewal. Please respond in a
timely manner to requests for additional information necessary to allow a complete review of the application and renewal
of the permit.
Information regarding the status of your renewal application can be found online using the Department of Environmental
Quality's Environmental Application Tracker at:
https://deg.nc.gov/permits-regulations/permit-guidance/environmental-application-tracker
If you have any additional questions about the permit, please contact the primary reviewer of the application using the
links available within the Application Tracker.
Sin rely
Wren Th dfor.
Administrative Assistant
Water Quality Permitting Section
ec: WQPS Laserfiche File w/application
C'� North Carolina Department of Environmental Quality Division ofv Water Resources
GrJ'— Jddd"'� Fayetteville Regional Office 1225 Green Street,Suite 714 Fayetteville.North Carolina 28301
°""" °"'e� 910.433.3300

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RECEIVED
December 20, 2023
JAN 0 4 2024
NCDEQ-DWR
Attn: PERCS Unit Supervisor NCDEQ/DWR/NPDES
1617 Mail Service Center
Raleigh,NC 27699-1617
Subject: Collection System Permit Renewal
Town of Lillington
Collection System WQCS00297
Harnett County
Dear PERCS Unit:
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)
- Capital Improvement Plan(20 year)
- Response action plan
- Contingency Plan
- Sewer collection map. (Located on Thumb drive.)
If you have any questions,please call Skyler Russell: 910-814-7007.
Sincerely,
Joseph Jeffries,Town Manager
Town of Lillington
L

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0400-SYSTEM-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 may be 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 I.3 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
p 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 IV.4 High Priority Lines List
Section V.4 Annual Budget for Collection System (Updated and Approved)
• Section V.6 Capital Improvement Plan (Updated and Approved)
• Section VI.2 Response Action Plan
® Section VI.4 Contingency Plan
• Section VI.6 Comprehensive Collection System Map
❑ Section VII 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: By Courier/Special Delivery:
1617 MAIL SERVICE CENTER 512 N. SALISBURY ST.Suite 925
RALEIGH,NORTH CAROLINA 27699-1617 RALEIGH,NORTH CAROLINA 27604
TELEPHONE NUMBER: [phone] TELEPHONE NUMBER: [phone]
INSTRUCTIONS FOR APPLICATION CSA 04-16&SUPPORTING DOCUMENTATION Page 2 of 5

- I. 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: X Municipal ❑ State ❑Privately-Owned Public Utility
❑County ❑ Other:
4. Signature authority's name: Joseph Jefferies per 15A NCAC 02T.0106(b)
Title: Town Manager
5. Applicant's mailing address: PO Box 296
City: Lillington State: NC Zip: 27546-
6. Applicant's contact information:
Phone number: [phone] Fax number: ( ) - Email address: Ileffries(ailillingtonnc.org
II. CONTACT/CONSULTANT INFORMATION:
1. Contact Name: Skyler Russell
2. Title/Affiliation: Assistant Public works Director/Collections ORC
3. Contact's mailing address: PO Box 296
4. City: Lillington State: NC Zip:27546-
5. Contact's information:
Phone number: [phone] Fax number: ( ) - Email Email address: [e-mail]
III. GENERAL REQUIREMENTS:
1. New Permit or Premit Renewal? ❑New X 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 Waste Water Treatment
4. WWTF Permit Number(s): NC0021636
5. What is the wastewater type? 100%Domestic or %Industrial(See 15A NCAC 02T.0103(20))
I
Is there a Pretreatment Program in effect?❑Yes or X 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: Skyler Russell Certification
ification Number: 1005824
Back-Up ORC Name: Ashley Wimberly Certification Number: 1010341
See the"WQCS 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: $ 1,009,700
4. Submit a copy of your current annual budget.
5. Approximate capital improvement budge for the collection system only: $24,386,390
6. Submit a copy of your current capital improvement plan.
7. Is this collection system currently a satellite system ❑ Yes or®No
8. Do any satellite systems discharge to this collection system ❑Yes or®No(If yes complete table below)
Satellite System Contact Information(Name,Address,Phone Number)
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:
APPLICATION CSA 04-16 Page 4 of 5

•
VI. COLLECTION SYSTEM COMPLIANCE:
1. Is a Response Action Plan currently in place Z Yes or D 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?Z 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? Z Yes(THUMB DRIVE) 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.
Current If no,Indicate a Typical
Permit Condition Compliance Compliance
Compliance? Date Schedule
I(4)—Grease ordinance with legal authority to inspect/enforce Z Yes D No 12—18 mo.
I(5)— Grease inspection and enforcement program Z Yes ❑No 12—18 mo.
I(6)—Three to five year current Capital Improvement Plan. Z Yes ❑No 12—18 mo.
I(8)—Pump station contingency plan Z Yes 0 No 3 mo.
I(9)—Pump station identification signs. Z Yes 0 No 3 mo.
I(11)—Functional and conspicuous audible and visual alarms. Z Yes D No 3—6 mo.
II(5)—Spare pumps for any station where one pump cannot
handle peak flows alone(in a duplex station,the 2°d pump is ®Yes ❑No 6—9 mo.
the spare if pump reliability is met).
II(7)—Accessible right-of-ways and easements. Z Yes 0 No 6— 12 mo.
II(9)—Response action plan with Items 9(a—h). Z Yes 0 No 3 mo.
III(3)—Comprehensive collection system map Z 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):
VII. APPLICANT'S CERTIFICATION per 15A NCAC 02T.0106(b):
attest that this application for Town of Lillington
Joseph Jeffries,Town Manager pp
(Signature Authority's Name&Title from Item I.4) (Facility name from Item I.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 wellcivil penalties up to$25,000 per violation.
t
Signature: k_ Date: /G — Z 0 — .Z 3
APPLICATION CSA 04-16 Page 5 of 5

TOWN OF LILLINGTON
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
Va n e rc roft LS
- 206 Vandercroft Way Lillington, NC 27546
- Audible, Visual, and Scada alarm
- Permanent generator
- 250 GPM

TOWN OF LILLINGTON
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

t)fYp►/:':1 TOWN OF I,ILI ING I ON Month Faecal Yoar ,"I►�' /
19:08:31b (D) EXPENSE WORKSHEET REPORT 10 2023 ►
Previous Year Current Expended/ % Est Annual Dept Manager Council
Account Number Actual Budget Budget Encumbered Spent Expense Request Recommend Approved
FUNI)(60)-WATER& SEWER FUND
(720) - WATER& SEWER
60-90-720-0200 SALARIES&WAGES
433,731.77 527,000.00 623,000.00 508,448.53 81.61 623,000.00 800,000.00 801,000.00
60-90-720-0230 OVERTIME
4.50 0.00 0.00 10.50 0.00 0.00 0.00 0.00
60-90-720-0350 SALARIES-EMERGENCY/FEMA
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
60-90-720-0400 PROFESSIONAL SERVICES
48,935.49 105,000.00 218,800.00 -17,021.15 -7.77 218,000.00 105,000.00 50,000.00
Water Model $35, 000
60-90-720-0500 FICA
34,482.43 40,500.00 48,750.00 34,484.76 70.73 48,750.00 61,000.00 61,300.00
60-90-720-0600 INSURANCE
89,681.68 99,000.00 101,000.00 90,020.03 89.12 101,000.00 135,000.00 132,000.00
60-90-720-0700 RETIREMENT
48,618.75 59,500.00 75,000.00 50,010.11 66.68 75,000.00 102,000.00 102,200.00
60-90-720-0710 401(K)
11,284.87 26,500.00 31,000.00 9,322.79 30.07 31,000.00 40,000.00 40,000.00
60-90-720-1100 TELEPHONE&COMMUNICATIONS
5,983.81 9,000.00 8,000.00 5,045.94 63.07 7,000.00 7,000.00 7,000.00
60-90-720-1200 PRINTING&POSTAGE
13,076.34 13,000.00 13,000.00 12,026.44 92.51 14,400.00 14,500.00 14,500.00 1
60-90-720-1300 UTILITIES
19,337.48 26,000.00 24,000.00 15,785.61 65.77 22,000.00 24,000.00 24,000.00
60-90-720-1400 TRAINING AND TRAVEL
5,732.71 5,500.00 6,300.00 4,078.78 64.74 6,300.00 8,600.00 6,500.00
60-90-720-1500 MAI NT& REPAIR-WATER
62,199.24 60,000.00 70,000.00 68,083.52 97.26 70,000.00 80,000.00 50,000.00
60-90-720-1510 MAINT&REPAIR-SEWER
73,739.45 100,000.00 60,000.00 54,513.50 90.85 60,000.00 60,000.00 50,000.00

644446611 ,34JJJJJJJ 11 J1JIJJJJJJJi3Ji i
06/21/23 TOWN OF LILLINGTON Month isc.'tl Year �,�����
19:08:35 (I)) EXPENSE WORKSHEET REPORT 10 .!0,,
Previous Year Current Expended/ % Est Annual Dept Managor Council
Account Number Actual Budget Budget Encumbered Spent Expense Request Recommend Approved
60-90-720-1600 MAINT&REPAIR-EQUIPMENT
21,811.02 15,000.00 20,000.00 11,237.66 56.18 20,000.00 20,000.00 20,000.00
60-90-720-1610 MAINT& REPAIR-LIFT STATION
53,550.63 49,000.00 86,000.00 75,437.06 87.71 86,000.00 82,600.00 66,500.00
60-90-720-1700 MAINT&REPAIR-VEHICLE
18,685.61 15,000.00 19,000.00 17,323.44 91.17 24,000.00 24,000.00 22,000.00
60-90-720-2000 MEDICAL SERVICES
1,019.00 1,500.00 1,200.00 1,000.00 83.33 1,000.00 1,200.00 1,500.00
60-90-720-3100 GAS&OIL
23,031.77 14,000.00 30,000.00 22,409.29 74.69 27,000.00 22,000.00 27,000.00
60-90-720-3200 CHEMICALS
0.00 3,000.00 3,000.00 3,531.47 117.71 3,000.00 5,565.00 3,000.00
60-90-720-3300 MATERIALS&SUPPLIES
66,259.86 75,000.00 75,000.00 78,212.27 104.28 75,000.00 81,790.00 75,000.00
60-90-720-3310 WATER PURCHASES-HARNETT CNTY
392,213.95 388,000.00 484,000.00 486,619.18 100.54 484,000.00 426,000.00 450,000.00
60-90-720-3320 WATER METERS
139,689.68 138,000.00 120,000.00 119,631.76 99.69 120,000.00 126,900.00 120,000.00
60-90-720-3600 UNIFORMS
5,621.34 6,000.00 5,000.00 5,255.94 105.11 6,500.00 6,970.00 7,000.00
60-90-720-4500 CONTRACTED SERVICES
69,516.38 64,500.00 127,350.00 73,291.22 57.55 127,000.00 162,222.00 164,000.00
60-90-720-4920 BAD DEBT EXPENSE
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
60-90-720-5300 DUES &SUBSCRIPTIONS
5,302.97 4,500.00 4,500.00 2,997.00 66.60 3,500.00 4,520.00 4,500.00
60-90-720-6000 WASTEWATER TREATMENT- HARNETT
496,346.40 540,000.00 550,000.00 358,459.49 65.17 310,000.00 400,000.00 425,000.00
60-90-720-6600 FEMA-EMERGENCY/DISASTER
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
60-90-720-7300 SHORT LIVED ASSETS
14,000.00 0.00 28,000.00 0.00 0.00 28,000.00 28,000.00 28,000.00

• 04 444JJJ J rJJJJJ1J1J 1JJJJJJ JJJliviin
•
rSW.'/i.'.( TOWN OF LILLINGTON Fiscal
Pi )H �•' it)► EXPENSE WORKSHEET REPORT Month Yoar / iqi, :i
Previous Year Current Expended/ % Est Annual Dept Manager Council
Account Number Actual Budget Budget Encumbered Spent Expense Request Recommend Approvoi
(iO4)0 /20-/350 _ SYSTEM MAINTENANCE -
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
60-90-720-7400 CAPITAL OUTLAY
129,824.62 184,000.00 196,000.00 109,567.63 55.90 90,000.00 543,000.00 15,000.00 _
Truck Lease
60-90-720-7450 CAPITAL IMPROVEMENTS
41,456.00 30,000.00 65,000.00 57,547.00 88.53 65,000.00 315,000.00 0.00
60-90-720-7500 LEASE AGREEMENTS
1,705.62 2,500.00 2,500.00 1,569.19 62.76 2,000.00 2,640.00 4,000.00
60-90-720-7600 WATER CAPACITY
0.00 15,000.00 15,000.00 0.00 0.00 0.00 15,000.00 15,000.00
60-90-720-7650 SEWER CAPACITY
0.00 15,000.00 15,000.00 0.00 0.00 0.00 15,000.00 15,000.00
60-90-720-7675 GOLDEN LEAF
516,519.17 570,940.00 0.00 0.00 0.00 0.00 0.00 0.00
60-90-720-7700 AIA-WATER
16,971.25 17,000.00 0.00 0.00 0.00 0.00 0.00 0.00
60-90-720-7750 AIA-SEWER
52,325.00 52,325.00 0.00 0.00 0.00 0.00 0.00 0.00
60-90-720-9800 DEPRECIATION EXPENSE
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
DEPT TOTAL(720)-WATER& SEWER
2,912,658.79 3,271,265.00 3,125,400.00 2,258,898.96 72.27 2,748,450.00 3,719,507.00 2,801,000.00

s
t Attachment A for Condition V(4)
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.) 13th 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.

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 3`1 Street.
Type - DIP (Ductile Iron Pipe)
Size - 8"
Length - 264'
Reason - Crossing over creek. Exposure to the elements. Trees surrounding line.
Possible vandalism.
4.) 13th Street& Hwy 421 N. On 13th 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.

Town of Lillington Capital Improvements Plan
Project Location Year 1 Year 2 Year 3 Year 4 Year 5 Year 6 Year 7 Year 8 Year 9 Year 10
Cost 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031
Sewer Improvements
COMPREHENSIVE SEWER REHABILITATION $5,449,980 $475,400 $489,660 $504350_ $519,470 $535,060 $551,130 $567,680 $584,690 $602,240 $620,300
ANNUAL SEWER LINE MAINTENANCE $298,000 $26,000 $27,000 $28,000 $28,000 $29,000 $30,000 $31,000 $32,000 $33,000 $34,000
ANNUAL SEWER LINE CCTV INSPECTION $497,000 $43,000 $45,000 $46,000 $47,000 $49,000 $50,000 $52,000 $53,000 $55,000 $57,000
INCREASE CAPACITY OF UNDERSIZED SEWER LINES $3,439,200 $300,000 $309,000 $318,270 $327,810 $337,650 $347,790 $358,230 $368,970 $380,040 $391,440
LIFT STATION UPGRADES AND REPLACEMENTS $1,277,960 $318,270 $579,650 $380,040
TOTAL $10,962,140 $844,400 $870,660 $1,214,890 $922,280 $950,710 $1,558,570 $1,008,910 $1,038,660 $1,450,320 $1,102,740
Project Location Year 11 Year 12 Year 13 Year 14 Year 15 Year 16 Year 17 Year 18 Year 19 Year 20
Cost 2032 2033 2034 2035 2036 2037 2038 2039 2040 2041
Sewer Imnrnvements
COMPREHENSIVE SEWER REHABILITATION $5,759,050 $502,360 $517,430 $532,980 $548,940 $565,420 $582,400 $599,850 $617,830 $636,370 $655,470
ANNUAL SEWER LINE MAINTENANCE $401,000 $35,000 $36,000 $37,000 $38,000 $39,000 $41,000 $42,000 $43,000 $44,000 $46,000
ANNUAL SEWER LINE CCTV INSPECTION $670,000 $58,000 $60,000 $62,000 $64,000 $66,000 $68,000 $70,000 $72,000 $94,000 $76,000
INCREASE CAPACITY OF UNDERSIZED SEWER LINES $4,621,920 $403,170 $415,260 $427,740 $440,550 $453,780 $487,400 $481,410 $495,840 $510,720 $526,050
LIFT STATION UPGRADES AND REPLACEMENTS $1,972,280 $692,100 $453,780 $826,400
TOTAL $13,424,250 $998,530 $1,720,790 $1,059,720 $1,091,490 $1,577,980 $1,158,800 $1,193,260 $2,055,070 $1,265,090 $1,303,520

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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
1. Notify 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 [phone]
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 jobsite, 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 and open valves BLUE.
Page 1 of 3

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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.
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
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 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

10 `,�.Q
CAa
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
nyou've completed all repairs and addressed the repair area ensure thatyou return all equipment
1. Oncep p q
p
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 3of3

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.

J ,
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(910)433-3300 or(800) 858-0368
Updated/Reviewed: 11/21/2023

Contingency Plan L-01
Standard Operating Procedures for a Sanitary Sewer Overflow from a manhole
1. If manhole is overflowing when first noticed, if in street, cone off area immediately.
Notify supervisor(s)to make assessment of spill and call backup personnel to assist
you. Call in order: Water/Sewer Supervisor/Director
Ashley (Cell) [phone]
Skyler(Cell) [phone]
Brian (Cell) [phone]
2. Call one of the following septic tank companies to pump manhole out:
RLT and Associates(919)552-4489. If no answer,
Gerald Temple Septic Tank Service (Bunnlevel) [phone]
3. Before leaving shop after calls have been made , hookup up to water department
trailer and get appropriate bags of lime to site and divert traffic away from seepage if
possible by setting up traffic control or at least have traffic slow 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 supervisor/backup/septic tank truck to arrive.
4. Once backup personnel arrive, have someone go back to get the large jet machine and
have it filled with water. Have someone standing by to assist the septic tank truck.
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.
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.

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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

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
Sigler Russell(910) 814-7007 Home: [phone]
Hunter Barnes [phone]
Ashley Wimberly(919) 902-1368
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(910) 893-4953
C.)RLT Construction [phone]
5. If it's an electrical problem call:
Sanford Electric Office(919) 774-4533
George Gray Cell(919) 708-2102
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

•
NCDWQ at(910) 303-0368 or(910)433-3300
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

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TOWN OF LILLINGTON
Public Works Department
Updated November 15, 2023
Emergency / After Hours Contacts for Town of Lillington Lift Stations
NAME PHONE NUMBERS
1 Gerald Temple 910-893-4952
Pump and haul 910-814-7313
2 RLT Construction / Ricky Temple 919-552-4489
Utility contractor/ Pump and haul 919-612-8843
3 Charles Underwood (pumps) 24-Hour/Call First 800-729-2463
Lift station contractor Call Second 919-775-9618
4 XYLEM Pumps /Jim Lehmann 910-409-7975 Cell Phone
4 HCCF - Harnett County 910-893-2431
Correctional Facility
5 Grading Temple Jonathan 910-984-6084
p g /
Utility contractor
6 Temple Grading/Joe Parda 910-984-6079
Utility contractor
7 Temple Grading / Mike Smith 910-984-6083
Utility contractor
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

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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

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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 CATOOC66VN6D00422
Permanent
5 Prison Lift Station Cummings SFAD-1056683 B120307438
Permanent
6 Creekside Lift Station Blue Point 94A04964-S 2016485
Permanent
Page 1 of 1

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TOWN OF LILLINGTON
Public Works Department On-Call SOP
November 15, 2023
Parts List for Creekside @ Sixth Lift Station
General Information
VENDOR Xylem Inc. dba Godwin Pumps
CONTACT Jim Lehmann [phone] cell [phone] office
EQUIPMENT (2) NC8OM 4" x 4" Critical option (2) CD100M 4" x 4" Critical
(2) Sets Primeguard Floats
NOTES Noise issues
16' Deep 107 Laura Lane
Parts List
QTY DESCRIPTION
4 4" x 20' QD Helix Suction Hose
2 4" MQD Sewer Suction Screen
3 4" Flange 90 Bend
4 4" x 20' Flanged Composite Hose
2 4" Flanged Check Valve
1 4" Flanged Tee
1 4" x 3" Flange Red ucer(concentric or eccentric)
1 4" Flanged Tee with 2" FC&G & ball valve (Vent)
1 2" MC&G ARI Vent
11 Sets 4" Flange Accessory Kits(gskt, (8) 5/8" x 4" studs & (16) 5/8" hex nuts/set)
Page 1 of 1

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TOWN OF LILLINGTON
Public Works Department On-Call SOP
November 15, 2023
Parts List for Emily's Crossing Lift Station
General Information
VENDOR Xylem Inc. dba Godwin Pumps
CONTACT Jim Lehmann [phone] cell [phone] office
EQUIPMENT (2) NC80 4" x 4" Critical option (2) CD100M 4" x 4" Critical
(2) Sets Primeguard Floats
NOTES Noise issues
14' Deep Avg 135 Emily's Crossing Way
Parts List
QTY DESCRIPTION
2 4" x 20' QD Helix Suction Hose
2 4" MQD Sewer Suction Screen
2 4" Flanged 90 Bend
3 4" x 20' Flanged Composite Hose
2 4" Flanged Check Valve
1 4" Flanged Tee
1 4" Flanged 90
1 4" Flanged Tee with 2" FC&G & ball valve (Vent)
1 4" x 3" Flange Red ucer(concentric or eccentric)
9 Sets 4" Flange Accessory Kit(Gskt, (8) 5/8" x 4" Studs & (16) 5/8" Hex Nuts/set)
1 Set 3" Flange Accessory Kit(Gskt, (4) 5/8" x 4" Studs & (8) 5/8" Hex Nuts/set)
1 2" MC& G ARI Valve
Page 1 of 1

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TOWN OF LILLINGTON
Public Works Department On-Call SOP
November 15, 2023
Parts List for McKinny Parkway Lift Station
General Information
VENDOR Xylem Inc. dba Godwin Pumps
CONTACT Jim Lehmann [phone] cell [phone] office
EQUIPMENT (2) CD103M 4" x 4" Open option (2) CD150M 6" x 6" Open
(2) Sets Primeguard Floats
NOTES No noise issues
12' Deep Avg flow rate 100-150k/day 126 Alexander Drive
Parts List
QTY DESCRIPTION
2 4" x 20' QD Helix Suction Hose
2 4" MQD Sewer Suction Screen
2 4" Flanged 90 Bend
2 4" x 20' Flanged Composite Hose
2 4" Flanged Check Valve
1 6" Flanged Tee
1 6" Flanged 90
1 6" x 10' Flanged Composite Hose
2 6" x 4" Flange Reducer(concentric or eccentric)
8 Sets 4" Flange Accessory Kit(Gskt, (8) 5/8" x 4" Studs & (16) 5/8" Hex Nuts/set)
7 Sets 6" Flange Accessory Kit(Gskt, (8) 3/" x 4 Y2" Studs & (16) 3 " Hex Nuts/set)
1 6" Flanged Flow Meter
1 6" Flanged Tee with 2" FC&G & ball valve (Vent)
1 2" MC&G ARI Valve
Page 1 of 1

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TOWN OF LILLINGTON
Public Works Department On-Call SOP
November 15, 2023
Parts List for Prison Lift Station
General Information
VENDOR Xylem Inc. dba Godwin Pumps
CONTACT Jim Lehmann [phone] cell [phone] office
EQUIPMENT (2) CD150M 6" x 6" Open
(2) Sets Primeguard Floats
NOTES No noise issues
18' Deep 1210 East McNeil Street
Parts List
QTY DESCRIPTION
4 6" x 20' QD Helix Suction Hose
2 6" MQD Sewer Suction Screen
2 6" Flange 90 Bend
4 6" x 20' Flanged Composite Hose
2 6" Flanged Check Valve
1 6" Flanged Tee
1 6" Flanged Tee with 2" FC&G & ball valve (Vent)
1 2" MC&G ARI Vent
12 Sets 6" Flange Accessory Kits(gskt, (8) %" x 4" studs & (16) 3/4" hex nuts/set)
Page 1 of 1

1 .•r-:.
16,
TOWN OF LILLINGTON
Public Works Department On-Call SOP
November 15, 2023
Parts List for Shawtown Lift Station
General Information
VENDOR Xylem Inc. dba Godwin Pumps
CONTACT Jim Lehmann [phone] cell [phone] office
EQUIPMENT (2) CD100M 4" x 4" Open option (2) CD103M 4" x 4" Open
(2) Sets Primeguard Floats
NOTES Noise issues
20' Deep Murchison Lane-dead end
Parts List
QTY DESCRIPTION
2 4" x 20' QD Helix Suction Hose
2 4" x 10' QD Helix Suction Hose
2 4" MQD Sewer Suction Screen
4 4" x 20' Flanged Composite Hose
2 4 Flanged Check Valve
1 4" Flanged Tee
2 4" Flanged 90
1 4" Flanged Tee with 2" FC&G & ball valve (Vent)
1 2" MC&G ARI Vent
12 Sets 4" Flange Accessory Kit(Gskt, (8) 5/8" x 4" Studs & (16) 5/8" Hex Nuts/set)
Page 1 of 1

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TOWN OF LILLINGTON
Public Works Department On-Call SOP
November 15, 2023
Parts List for Vandercroft Lift Station
General Information
VENDOR Xylem Inc. dba Godwin Pumps
CONTACT Jim Lehmann [phone] cell [phone] office
EQUIPMENT (2) CD103M 4" x 4" Open option (2) CD150M 6" x 6" Open
(2) Sets Primeguard Floats
NOTES No noise issues
20' Deep 205 Vandercroft Way
Parts List
QTY DESCRIPTION
4 4" x 20' QD Helix Suction Hose
2 4" MQD Sewer Suction Screen
2 4" Flange 90 Bend
3 4" x 20' Flanged Composite Hose
2 4" Flanged Check Valve
1 6" Flanged Tee
2 6" x 4" Flanged Reducer(Concentric or Eccentric)
1 6" Flanged Tee with 2" FC&G & ball valve (Vent)
1 2" MC&G ARI Vent
2 6" x 20' Flange Composite Hose
1 8" x 6" Flange Red ucer(concentric or eccentric)
1 6" Flange 90 Bend
9 Sets 4" Flange Accessory Kits(gskt, (8) 5/8" x 4" studs & (16) 5/8" hex nuts/set)
5 Sets 6" Flange Accessory Kits(gskt, (8) 3/" x 4 %" studs & (16) 3/" hex nuts/set)
1 Set 8" Flange Accessory Kit(gskt, (8) 3/" x 4 %" studs & (16) 3/" hex nuts)
Page 1 of 1

Charles R. Underwood Inc.
Municipal Pump Sales&Service
2000 Boone Trail Road Phone:[phone]
Sanford,North Carolina 27330 Fax:[phone]
Town of Lillington, NC
cfir...in
NC
Lift Station Information
Date: 03/19/2019
Prepared for: Mr. Ashley Wimberly
Prepared by: Charles R. Underwood, Inc.
�R U

Charles R. Underwood Inc.
Municipal Pump Sales&Service
2000 Boone Trail Road Phone: [phone]
Sanford,North Carolina 27330 Fax: [phone]
Index
-Creekside/Laura Lane Lift Station 3
-Emilies Crossing Lift Station 4
-McKinney Road Lift Station 5
-Prison Lift Station 6
-Shawtown Lift Station 7
-Vandercroft Lift Station 8
Page2of8

Charles R. Underwood Inc.
Municipal Pump Sales&Service
2000 Boone Trail Road Phone: [phone]
Sanford,North Carolina 27330 Fax:[phone]
Creekside/ Laura Lane Lift Station
Town of Lillington, NC
03.19.2019
Lift Station Name Creekside/Laura Lane lift Station
Lift Station Address Laura Lane
Lillington,NC 27546
Number of Pumps 2
Pump Information Myers,3HP,1750 RPM,Model:4WHV30M4-21
Enclosure:TenV,Type:Stamp 40,21 Amps
Electrical Voltage/Phase:230/1
Pump Breaker Square D,2 pole 30 Amp&40 Amp
Control Breaker Square D,10 Amp Single Pole
Starters Capacitors(listed below) _
Soft Starters N/A
VFD N/A
Bypass None
Size 3"Piping In Vault
Connection None
Additional Items
Generator MQ Power 45,240/1,Model:DB-0501I,Power Factor 1.0
26KW @ 240/1,108 Amps
Isuzu B-4BG1,4 Cyl,4 Cycle,55.2 HP,1800 RPM
4.3 Liter Disp,26.4 Gallon Fuel Capacity
Capacitors BMI,3266250,092A2708330DE2A,270-324UF,330VAC,50/60 Hz
Genteq,97F9610,30UF,+6%-6%,S10000AFC,23839A000,370VAC,50-60Hz
Relay GE,3ARRR3J3B3A,21990A4,Made in Mexico,9703
Page 3 of 8

Charles R. Underwood Inc.
Municipal Pump Sales&Service
2000 Boone Trail Road Phone: [phone]
Sanford,North Carolina 27330 Fax: [phone]
Emilies Crossing Lift Station
Town of Lillington, NC
03.19.2019
Lift Station Name Emilies Crossing
Lift Station Address 135 Emilies Crossing Way
Lillington,NC 27546
Number of Pumps 2
Pump Information Sulzer Piranha-PE35/2W-c-60FM
4.7HP,79GPM Max, 136.8'TDH Max
Electrical Voltage/Phase:240/1
Pump Breaker 50Amp 2 Pole
Control Breaker 15 Amp 2 Pole
Starters Capacitors/Relay(listed below)
Soft Starters N/A
VFD N/A
Bypass
Size None-Piping is 3"
Connection None-Piping is 3"
Additional Items
Generator CAT
Model:D20-4S
20 KW
260 Gallon Tank
Capacitors: BMI:3266216/092A216B330DE8A/216-259UF/330VAC/50-60HZ
CSC:325P606H37N36A4XN8
Relay Zettler:3ARR3BL364
Transformer: Micron: B15OMBT13XKF
Page 4 of 8

Charles R. Underwood Inc.
Municipal Pump Sales&Service
2000 Boone Trail Road Phone: [phone]
Sanford,North Carolina 27330 Fax: [phone]
McKinney Road Lift Station
Town of Lillington, NC
03.19.2019
Lift Station Name McKinney Rd.
Lift Station Address 126 Alexander Dr.
Lillington, NC 27546
Number of Pumps 2
Pump Information Vaughan S4V-123 Chopper Pumps
480/3Ph, 490 GPM @ 56PSI, 12.3" Impeller
Electrical Voltage/Phase: 480/3
Pump Breaker Square D PowerPact HD150 (100 Amp)
Control Breaker Square D PowerPact HD060 (15 Amp)
Square D PowerPact HD060(10 Amp) 120v
Starters Square D Size 3
Soft Starters N/A
VFD N/A
Bypass
Size (2); (1)4" Bypass and (1) 6" Bypass
Connection Blind Flanges Bolted on Now
Additional Items
Generator Blue Star, Model: PS150-01
Serial Number: 101043-1-1
150KW
Natural Gas
Page 5 of 8

Charles R. Underwood Inc.
Municipal Pump Sales&Service
2000 Boone Trail Road Phone: [phone]
Sanford,North Carolina 27330 Fax: [phone]
Prison Lift Station
(Town of Lillington, NC
03.19.2019
Lift Station Name Prison Lift Station
Lift Station Address 1108 East McNeill St.
Lillington,NC 27546
Number of Pumps 2
Pump Information Ebara Model:100DLMFU6184
25HP,460/3,60 Hz.Full Impeller
Electrical Voltage/Phase:480/3
Pump Breaker Square D GJL36050M05
Control Breaker Square D 15 Amp Single Pole
Starters Square D,Size 2,8536SD01S
Soft Starters N/A
VFD N/A
Bypass 6"Gate Valve
Size 6"Valve.
Connection 6"Valve, no blind flange currently
Additional Items
Generator Cummins: Model:DSFAD-10566834
Serial:B120307438 Spec E
460/3
60Kw/145 Gallon Tank
MTS Relays MOS-1PE/MO530000013261
Motor Saver Plus 777-P2
Protector SDSA3650 Square D
Surge
Surge Protector Emerson HSP-121BT1RU
Transformer Micron 1,5kva,cat#: B1K5BT213JKF Series 2
Page 6 of 8

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Charles R. Underwood Inc.
Municipal Pump Sales&Service
2000 Boone Trail Road Phone:[phone]
Sanford,North Carolina 27330 Fax:[phone]
Shawtown Lift Station
Town of Lillington, NC
03.19.2019
Lift Station Name Shaw Town Lift Station
Lift Station Address End of Murchison Road
Lillington,NC
Number of Pumps 2
Pump Information ABS,AFP1049-M75/4EX 1780RPM
230/3,180GPM @ 60'TDH, HP10
Electrical Voltage/Phase:230/3
Pump Breaker Square D,60Amp
Control Breaker Square D,15Amp
Starters Square D,Size 2
Soft Starters N/A
VFD N/A
Bypass None-Piping is 4"
Size None-Piping is 4"
Connection None-Piping is 4"
Additional Items
Generator Generac 2000 Series(50 KW w/115 Gallon Tank)
Model:2853440100
Serial:2070646
120/240 Volts/3Phase
Trash Basket 3'x 3'Hatch
Page 7 of 8

r
Charles R. Underwood Inc.
Municipal Pump Sales&Service
2000 Boone Trail Road Phone: [phone]
Sanford,North Carolina 27330 Fax:[phone]
Vandercroft Lift Station
Town of Lillington, NC
03.19.2019
Lift Station Name Vandercroft Lift Station
Lift Station Address 209 Vandercroft Way
Bunnlevel,NC 28323
Number of Pumps 2
Pump Information Zoeller,320 frame,design b,kva code f,insulation h,50 HP,
1725RPM,1.15SF,460/3,64 amps,id: 12314&12313
Electrical Voltage/Phase:480/3
Pump Breaker Square D PowerPact HD150(100 Amp)
Control Breaker Square D PowerPact HD060(15 Amp)
Square D 10 Amp(2 of these)
Square D 20 Amp
Starters Square D,Size 3
Soft Starters N/A
VFD N/A
Bypass 8"Gate Valve on top of grade
Size 8"Bypass Connection
Connection Currently Blind Flange installed
Additional Items
Generator CAT Model: D150-8
Serial:CAT00C66VN6D00422
Year:2008
150KW w/500 Gallon Tank
Page 8 of 8