WQCS00187_Renewal (Application)_20201201

RECEIVED
November 17, 2020
DEC 01 2020
NCDEQ/DWR/NPDES
NCDEQ-DWR
Attn: PERCS Unit Supervisor
1617 Mail Service Center
Raleigh,NC 26799-1617
Subject: Collection System Permit Renewal
Town of St. Pauls
St. Pauls Collection System
WQCS00187
Robeson County
Dear PERCS Unit:
The Town of St. Pauls holds permit #WQCS00187 for the operation and maintenance of the
sewer collection system. The permit expiration date is March 31, 2021. The Town is submitting
a permit renewal application package. The renewal package includes one original and one copy
of:
- Cover letter
- Completed Application Form CSA 04-16
- Pump station list
- High priority lines list
- Annual Budget for Collection System(Wastewater)
- Capital Improvement Plan
- Response action plan
- Contingency Plan
- Sewer collection map.
Comments related to the permit application include:
• The number of duplex pump stations has increased to eleven(11). There is still just one
simplex pump station.
• One high priority line has been rerouted and is no longer high priority.
If you have any questions,please call Tim Lyde at: 910-885-8780.
Sincerely,
ert Gi son, Mayor
Town of St. Pauls
A

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0400—SYSTEM-WIDE WASTERWATER 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 Pretreatment, Emergency Response, & Collection Systems (PERCS)
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.
A. Cover Letter
El 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:
El 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
❑ 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 I.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 1.4 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 Director's are not authorized to sign this permit application according to the rule
unless they are delegated.
INSTRUCTIONS FOR APPLICATION CSA 04-16&SUPPORTING DOCUMENTATION Page 1 of 5

E. Summary of Attachments Required:
El 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)
RECEIVED
• Section VI.2 Response Action Plan
DEC 01 2020
® Section VI.4 Contingency Plan NCDEQ/DWRINPDES
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
PERCS UNIT
By U.S.Postal Service: By Courier/Special Delivery:
Attn: PERCS Unit Supervisor 512 N.SALISBURY ST. Suite 925
1617 MAIL SERVICE CENTER RALEIGH,NORTH CAROLINA 27604
RALEIGH,NORTH CAROLINA 27699-1617
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 St.Pauls
2. Facility Information: Name: St.Pauls Collection System Permit No.:WQCS00187
3. Applicant type: ®Municipal ❑State ❑Privately-Owned Public Utility
❑County ❑Other:
4. Signature authority's name:Elbert Gibson per 15A NCAC 02T.0106(b)
Title:Mayor
5. Applicant's mailing address: PO Box 364
City:St.Pauls State:NC Zip:28384-0364
6. Applicant's contact information:
Phone number:[phone] Fax number: [phone] Email address:[e-mail]
II. CONTACT/CONSULTANT INFORMATION:
1. Contact Name:Timothy Lyde
2. Title/Affiliation:CS Operator in Responsible Charge/Town of St.Pauls
3. Contact's mailing address:PO Box 364
4. City: St Pauls State:NC Zip:28384-0364
5. Contact's information:
Phone number:[phone] Fax number:[phone] Email address:wwtp(a,ncrrbiz.com
III. GENERAL REQUIREMENTS:
1. New Permit or Premit Renewal? ❑New ® Renewal
2. County System is located in: Robeson County
3. Owner&Name of Wastewater Treatment Facility(ies)receiving wastewater from this collection system:
Owner(s)&Name(s):Town of St Pauls WWTP
4. WWTF Permit Number(s): NC0020095
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:0.35 MGD(Current average flow of wastewater generated by collection system)
7. Combined permitted flow of all treatment plants: 0.50 MGD
8. Explain how the wastewater flow was determined: ❑ 15A NCAC 02T.0114 or®Representative Data
9. Population served by the collection system:2332
IV. COLLECTION SYSTEM INFORMATION:
1. Line Lengths for Collection System:
Sewer Line Description Length
Gravity Sewer 17(miles)
Force Main 6(miles)
Vacuum Sewer NA(miles)
Pressure Sewer NA(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) 1
Simplex Pump Stations(Serving Multiple Buildings) NA
Duplex Pump Stations 11
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.
Mayor—Town Manager—Public Works Director—CS/WWTP ORC
2. Indicate the current designated collection system operators for the collection system per 15A NCAC 08G.0201
Main ORC Name: Timothy Lyde Certification Number: 1001621
Back-Up ORC Name: Danny Holloman Certification Number: 1004886
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: $ 145,000.00
4. Submit a copy of your current annual budget.
5. Approximate capital improvement budge for the collection system only: $46,100.00
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:
NA
APPLICATION CSA 04-16 Page 4 of 5

VI. COLLECTION SYSTEM COMPLIANCE:
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.
Current If no,Indicate a Typical
Permit Condition Compliance Compliance
Compliance? Date 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.
I(6)—Three 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.
I(11)—Functional and conspicuous audible and visual alarms. ®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 2nd pump is ®Yes ❑No 6—9 mo.
the spare if pump reliability is met).
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):
NA
VII. APPLICANT'S CERTIFICATION per 15A NCAC 02T.0106(b):
I,Elbert Gibson,Mayor attest that this application for St Pauls Collection System
(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 well as civil penalties up to$25, per violation.Signature: �'��"'"�~ Date: //—.L.2107C
APPLICATION CSA 04-16 Page 5 of 5

Town of Saint Pauls
Collection System Permit Renewal
Part IV - 3
WQCS00187
Pump Station List
Name Location Alarm Pump Reliability Reliable Source Capacity GPM
Lift Station#1 W. Broad St. (behind 101 S. Wilkinson Dr.) Audible,Visual,Telemetry Yes Generator 400
Lift Station#2 Butler St(end of) Audible,Visual,Telemetry Yes Portable Generator 140
Lift Station#3 N. 2nd St at McColl Page Plaza Audible, Visual,Telemetry Yes Portable Generator 150
Lift Station#4 W. McLean St at Lumbee Bank Audible, Visual,Telemetry Yes Portable Generator 140
Lift Station#5 Evans Rd at apartments Audible,Visual,Telemetry Yes Portable Generator 150
Lift Station#6 Veterans Rd at Foodlion Audible,Visual,Telemetry Yes Generator 250
Lift Station#7 W. Hwy 20 at Muller Steam Audible,Visual,Telemetry Yes Generator 150
Lift Station#8 N. Maple& E. Armfield Audible,Visual,Telemetry Yes Simplex,Storage and Pump 50
Lift Station#9 Gracie St. Audible,Visual,Telemetry Yes Generator 140
Lift Station# 10 N. Chapel St Audible,Visual,Telemetry Yes Generator 140
Lift Station#11 Hwy 20 at Sanderson Farm Rd Audible,Visual,Telemetry Yes Generator 140
Lift Station#12 Broad St at Pepsi Rd. Audible,Visual,Telemetry Yes Generator 186

Attachment A
Town of Saint Pauls
Saint Pauls Collection System
WQCS00187
Part IV.4
High Priority Lines
Number Type Location Pipe Type
Creek Bore 101 S. Wilkinson Drive Ductile 4"
2 Aerial 104 N. Wilkinson Drive Ductile 4"
3 Aerial Between 110 N. Wilkinson Dr and 126 N. Ductile 8"
Wilkinson Dr.
4 Aerial Church on S. Lafayette St. going east in front Ductile 8"
of 116 S. Lafayette St.
5 Aerial Ditch at 104 S. Wilkinson Drive Ductile 4"

Departmental Budget vs Actual
Town of St. Pauls
11/2/2020 9:23:18 AM Page 1 Of 1
Period Ending 6/30/2021
Department: 710 Sewer
Expenditures
Description Budget MTD YTD Variance Percent
60-710-0200 SALARIES 64,552 0.00 26,041.61 38,510.39 40%
60-710-0500 FICA TAXES 5,300 0.00 1,992.17 3,307.83 38%
60-710-0600 GROUP INSURANCE 13,000 0.00 4,152.98 8,847.02 32%
60-710-0700 RETIREMENT 9,700 0.00 2,330.71 7,369.29 24%
60-710-0701 RETIREMENT-401(K) 2,700 0.00 525.06 2,174.94 19%
60-710-1100 COMMUNICATIONS 8,500 0.00 7,660.52 839.48 90%
60-710-1200 OFFICE SUPPLIES& 500 0.00 0.00 500.00
PRINTING
60-710-1300 UTILITIES 38,000 0.00 14,712.30 23,287.70 39%
60-710-1400 TRAVEL 1,000 0.00 0.00 1,000.00
60-710-1450 TRAINING 3,000 0.00 85.00 2,915.00 3%
60-710-1500 MAINT& REPAIR- 4,000 0.00 109.01 3,890.99 3%
BUILDINGS
60-710-1600 MAINT& REPAIR- 40,000 0.00 11,085.34 28,914.66 28%
EQUIPMENT
60-710-1700 MAINT& REPAIR- 10,000 0.00 1,334.39 8,665.61 13%
VEHICLES
60-710-2600 ADVERTISING 500 0.00 0.00 500.00
60-710-3100 FUEL 5,500 0.00 1,405.52 4,094.48 26%
60-710-3300 DEPARTMENT SUPPLIES 45,273 0.00 18,889.79 26,383.21 42%
60-710-3600 UNIFORMS 2,200 0.00 242.67 1,957.33 11%
60-710-4500 CONTRACTED SERVICES 70,000 0.00 16,953.33 53,046.67 24%
60-710-5300 DUES& FEES 10,000 0.00 2,326.15 7,673.85 23%
60-710-5400 INSURANCE& BONDS 16,500 0.00 8,200.70 8,299.30 50%
60-710-5500 TESTING (SAMPLING) 21,000 0.00 5,543.00 15,457.00 26%
60-710-7300 CAPITAL OUTLAY- 46,100 0.00 11,680.00 34,420.00 25%
EQUIPMENT
60-710-8500 DEBT SERVICE 34,000 0.00 6,304.39 27,695.61 19%
60-710-8806 TANK REPAIR RESERVE 5,000 0.00 0.00 5,000.00
60-710-9900 CONTINGENCY 8,595 0.00 0.00 8,595.00
Total Expenditures for Department 464,920 0.00 141,574.64 323,345.36 30%

TOWN OF ST.PAULS WASTEWATER ASSET MANAGEMENT PLAN
8.0 Capital Improvements Plan for Wastewater Services
This section details the Capital Improvement Plan (CIP) that is an outgrowth of this Asset Management
Plan process. While the Town currently has previously had a CIP, the breadth and depth of the asset
inventory and assessment completed in 2017 and updated in 2020 better informs the Town of its capital
needs.
This Capital Improvement Plan (CIP) provides for the scheduling, financing, and implementing of future
capital projects over a 10-year horizon. It allows the Town decision makers- the Town Board of
Commissioners —to think over a longer, multi-year period, allowing costs to be spread over a number of
years so the no one budget year is overburdened. For the purposes of this CIP, the first five (5) years
address capital improvements for sewer assets determined to be in either "Poor" condition or having
reached the end of their useful life. Specific cost estimates are provided for capital project within this
time frame.
8.1 Introduction
The Town of St. Pauls is located in Robeson County in the northern part of the county. Robeson County is
located in southeastern portion of the State along the South Carolina line. (See Figure 26) The Town is
easily accessed on U.S. Highways 95 and NC 20. Neighboring counties include Scotland, Hoke,
Cumberland, Bladen and Columbus in North Carolina and Dillon County in South Carolina.
Figure 26. County Location Maps
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The Town has historically been a textile hub. Significant industrial growth in textiles and warehouse
infrastructure investment took place over the 20th century. Like most communities in this region, St.
Pauls is adjusting to the loss of much of this traditional industry and is seeking investments by newer 1
manufacturing.
31

TOWN OF ST.PAULS WASTEWATER ASSET MANAGEMENT PLAN
The Town's original collection system was constructed in the late 1890's and consisted of the lines in the
downtown district and adjacent neighborhoods. These pipes were, and many still are, of vitrified clay
material with brick manholes. Additions and alterations to the collection system appear to have begun in
the 1950's and extend until present day.
8.2 What is a Capital Improvement Project vs.a Rehab Project?
As defined by the CUPSS software, a capital improvement project creates a new asset that previously
did not exist. It can also provide an upgrade or improvement of an existing asset's capacity. Projects can
result from environmental,growth, or regulatory requirements, including the following:
- Installation of a new asset or improvements to an existing asset to meet federal and/or state
regulatory mandates (i.e., increased/tightened NPDES limits)
• Installation of a new asset or improvements to an existing asset that increases the original
design capacity
- Upgrades that increase the capacity of an asset
- Construction designed to produce an improvement in the standard operation of an asset beyond
present capacity
Capital improvement projects are not exclusive to the creation of a new asset. This CIP identifies capital
projects that involve the rehabilitation or replacement of an existing asset. Rehabilitation/replacement
planning provides the best opportunities for capital cost savings. By rehabilitating or replacing sewer
assets, the Town can automatically avoid costs such as emergency contractor fees, staff overtime,
unplanned repairs, and cleanup costs. Additional cost savings can be achieved through the coordination
of sewer projects with other construction projects, replacing longer segments, and phasing
improvements over a period of years.
Rehabilitation/replacement expenditures are directed towards capital projects that do not increase an
existing sewer asset's design capacity, but restores or enhances its original design capacity and/or
function. Sewer improvements that require more than simply restoring a sewer asset to its original
capacity are classified as a replacement project. Such projects include the following:
- improvements/upgrades that enhance an asset's performance, but do not increase its capacity
such as the installation of a SCADA system;
• Improvements that replace and/or realign/relocate an existing asset, restoring it to a "Like new"
condition such as the replacement of old gravity sewer lines.
8.3 Total Capital Need at 5 and 10-Year Marks
If the Town were to grapple with all suggested capital projects noted in the first five years of the CIP,
the Town would need to invest $11,724,875. In years 6-10, that total is $180,880 for a total 10-year
need of$11,905,755 as shown in the figure below.
32

TOWN OF ST.PAULS WASTEWATER ASSET MANAGEMENT PLAN
Figure 27. Five and Ten-Year Capital Improvement Needs
Amount Years 1-5 Amount Years 6-10 Total
2021-2026 2026-2031
Capital Need $11,724,875 $180,880 $11,905,755
Please note that any asset which has aged beyond its estimated useful life or service life shows to be
completed in 2021 to 2026 capital improvement year. Based upon the significant number of assets in
service beyond their expected useful life, the total for the first five years is significant. The Town is
currently seeking funding for the WWTP Improvements project and the ability to complete additional
work will depend on funding availability for that project. The Collection System Rehabilitation project has
been funded through Division of Water Infrastructure and includes a loan of approximately 1.1 million
which will impact the availability of funds for additional capital improvements also.
Priority projects for the Town include:
8.4 Collection System CIP Priority Needs
Priority projects for the Town's collection system include the rehab or replacement of the priority lift
stations, manhole rehab and rehab or replacement of the collection lines. The fact that the Town
operates with such a significant amount of clay pipe (56 percent of the gravity line inventory) is likely a
major cause of the Town's ongoing Inflow and Infiltration problems. Based on the evaluation of the
collection system assets, a listing of priority projects follows.
I. Wastewater Collection System Rehabilitation: The Town is currently in the bid phase of a
wastewater collection system rehabilitation project. The project includes the rehabilitation and
replacement of existing gravity sewer lines, manholes, wet wells and appurtenances within the
Town of St. Pauls' wastewater collection system. Gravity sewer construction includes
approximately, 3,500 LF of 8" gravity sewer, 10,000 LF of CIPP lining in existing 8" and 10" sewer
lines, precast concrete manholes, manhole rehabilitation and related appurtenances.
2. Lift Station Rehab or Replacement: The Town should conduct further evaluations on the lift
stations. The result of these evaluations should be both a short-term and a long-term program
for lift station component replacements or wholesale replacement of the stations. Further
evaluation is needed on the electrical panels and pumps and these evaluations need to be
completed by a licensed electrician. The Town completed a significant line rehab project which
includes the upgrades of lift stations#1 and#6 in 2016.These two lift stations are integral to the
delivery of wastewater from the industrial park located on Highway 20 to the Town's treatment
facility. The project through which they were being treated was funded through the Golden Leaf
Foundation ($820,000) and the State CDBG Program ($1,000,000).
The Capital Improvement Plan includes projects to address "Critical Needs" for eight of the ten
other lift stations as shown below:
a. Lift Station #2—South Butler Street: Pumps/wet well/ Miscellaneous Fixtures
b. Lift Station #3—North 2nd Street/McColl Plaza: Electrical Controls and Motors/Pumps
33

TOWN OF ST.PAULS WASTEWATER ASSET MANAGEMENT PLAN
C. Lift Station #4—West McLean at Lumbee Bank: Electrical Controls and Motors
d. Lift Station #5—Evans Road: Electrical Controls and Motors/Pumps
e. Lift Station #7—Hwy 20/Broad St: Pumps
f. Lift Station #8—East Armfield Dr.: Electrical Controls and Motors/Pumps/Wet well/
Miscellaneous Fixtures including guiderails, lift chains,hoist(if applicable), hood for
control panel, etc.
g. Lift Station#9—Grayce Street: Electrical Controls and Motors/Pumps/Permanent
Generator
h. Lift Station #10—North Chapel Street: Electrical Controls and Motors/Pumps/Permanent
Generator
Note: Lift Station#11 at the Industrial Park and Lift Station#12 at the Pepsi plant are new and in generally very
good condition.Lift Stations#1,#2,#3,#4,#6,#8 and#9 will need wet well improvements in the future.
3. Replacement of Vitrified Clay Collection Lines: Due to the amount of line inventory in vitrified
clay (56% of the gravity inventory), the Town will need to develop a long-term strategy for
replacement of this inventory. This entire pipe inventory is in poor condition and is aged well
beyond its useful service life. A planned strategy for treatment through CIPP or replacement is
being developed. Specific areas of concern based on work orders, video inspection and staff
knowledge include:
a. Wilkinson Drive (Britt Street South to Lift Station#1) -8"VC pipe A
b. Lafayette Drive-8"VC pipe. A
c. Stack Street—8"VC pipe. A
d. Clark Street_8", 10" and 12"VC pipe. A
e. Outfall Line to Plant- 12"VC pipe. A
f. Ross Street—8"VC pipe. A
g. Old Stage Road-8", 10" and 12"VC pipe. A
h. Elizabeth Street—8", 10" and 12"VC pipe. A
i. Shaw Street—8"VC pipe. A
j. Britt Street—8"VC pipe. A
k. Ballance Street—8"VC pipe. A
I. Cutlar Street—8"VC pipe. A
m. Wilkinson Drive (Britt Street North to Pool Street)-8"VC pipe e
n. North Railroad Street—6"and 8"VC pipe. 8
0.
2nd 3rd and 4th Streets—6",8" and 10"VC pipe. A
p. Bay Street—8"VC pipe. e
q. Blue Street—6" and 8"VC pipe. e
r. Broad Street—6" and 8"VC pipe. e
s. East Armfield Street_8"VC pipe. 0
t. Eure Street—6"and 8" VC pipe. 8
u. Powers Street_8"VC pipe. e
v. Brannon Street-8"VC pipe. 0
w. Seawell Street-8"VC pipe. 0
x. Butler Street—8"VC pipe. 0
Streets marked with a above have sections were rehabilitated or replaced in the Sewer
Rehabilitation in North Wilkinson Street Area project designed by McGill Associates in 2016
34

r
TOWN OF ST.PAGES WASTEWATER ASSET MANAGEMENT PLAN
and constructed in 2017.
Streets marked with a e are included in a rehabilitation project designed by McGill
Associates that is in the bidding phase as mentioned above.
4. Replacement of Brick and Block Manholes: The Town estimates an inventory of 207 brick
manholes co-located with VC pipe which are in poor condition. Manholes in the areas targeted
above require further evaluation to confirm replacement or rehab need.
5. Replacement of 2" and 4" force mains: There is an estimated 12,656 linear feet of 2" and 4"
force mains in the systems in poor condition which need to be upgraded to the appropriate force
main diameter.
6. Replacement of 4" gravity lines: There is an estimated 1,599 linear feet of 4" gravity line which
is undersized, in poor condition and should be replaced.
8.5 Wastewater Treatment CIP Priority Needs
The Town's wastewater treatment plant located southwest of Town on Elizabeth Street. The plant dates
to 1963 and is an oxidation ditch type treatment process which utilizes long solids retention times to
remove the organics. The system is fixed with dual aeration rotors that provide aeration and circulation.
Most of the plant assets are original to this date and have been in operation beyond their useful service
lives. The plant was constructed to handle 0.500 million gallons per day. Average daily flow in the last 12
months averages 0.388 MGD or about 78 percent of rated plant capacity. However, following periods of
heavy rain, flows have reached 1.2 MGD and during the recent hurricane (Matthew) the plant was
submerged.
1 I Photo: Flooded influent
' r _ screen channel at the WWTP.
f� '
_ _ --... ..._
-,,
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Managing the biological process at the plant is a continual challenge and has resulted in numerous permit
violations. Priority projects for the Town's wastewater treatment plant include:
35

TOWN OF ST.PAULS WASTEWATER ASSET MANAGEMENT PLAN
1. Oxidation Ditch: Ditch is original to the plant (circa 1963). One set of paddle cylinders, motors
and gears have been recently replaced;the other is original to the plant. (below left)
41,
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2. Bar Rake Basin/Electrical Control/Motor: Is aged beyond its useful life and should be replaced.
(above right)
3. Clarifier #1 Basin: Replacement of clarifier basin #1 is needed. It has exceeded its useful life
period and is an essential component to meeting the NDPES limits. (below left)
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4. Digester Basin/Electrical Controls/Motors: Rehab or replacement of the existing basin is needed.
It has exceeded its useful life period and is an essential component to meeting the NDPES limits.
(Above right)
5. Chlorine Contact Chamber and Equipment: While recently coated through a project by APWA,
the chamber has served beyond its useful life period. (below left)
36

TOWN OF ST.PAULS —_.____ WASTEWATER ASSET MANAGEMENT PLAN
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6. Influent and Effluent Pumps and Motors: While "workhorse" pumps, all six of these pumps have
now served beyond their useful life periods. The check and gate valves and motor controls are
aged and failing. (above right) Within the last year, the motors have been raised to a point where
they appear to be above the flood level experienced in Hurricane Matthew. (below left)
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7. WWTP Operations Building/Storage Buildings/Chemical Feed Building: These structures are
aged and have experienced frequent flooding. The Operations Building (above right) houses
equipment essential to the operation of the plant- including the electrical panels for all pumps)
and cannot be at risk of failure. The Chemical Feed Building (below left) is essential to the quality
of effluent produced by the plant. The pump storage trailer (below right) houses spare parts for
the influent and effluent pumps.
37

TOWN OF ST.PAULS WASTEWATER ASSET MANAGEMENT PLAN
a 1
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8. Wastewater Treatment Plant Relocation: In order to address these issues outlined in 1-7 the
Town proposes to abandon the existing wastewater treatment plant located within the 100-year
floodplain of the Big Marsh Swamp, construct a new pump station and force main to an
alternative site and construct a new wastewater treatment plant at the new site. The WWTP is
anticipated to be a field erect type plant with flow equalization, extended aeration, clarifiers,
sludge holding, tertiary filtration, and UV disinfection. A new lab and administration building are
also proposed to replace the existing facility that has been flooded multiple times. Effluent from
the WWTP would be returned to a discharge point within the Big Marsh Swamp closer to the new
plant site.
38

TOWN OE ST.PAULS WASTEWATER ASSET MANAGEMENT PLAN
Figure 28.St. Pauls Wastewater Treatment Plant Upgrades Cost Estimate
Item
Description Quantity Unit Unit Price TOTAL I
No.
1 Mobilization(3%of total construction) 1 LS $144,800.00 $144,800
2 12"PVC Sanitary Sewer 250 LF $75.00 $18,750 1
3 4'Dia SS Manhole with Watertight Lid and Vent 1 EA $5,000.00 $5,000
4 12"PVC Sewer Force Main 1400 LF $50.00 $70,000
5 18"PVC Effluent Sewer 1000 LF $140.00 $140,000
Submersible Sewer Pump Station Complete w/
6 Sitework,fencing,pumps,piping,electrical and 1 LS $450,000.00 $450,000
emergency generator
7 Mechanical Bar Screen and Channel 1 LS $150,000.00 $150,000
8 0.5 MGD Packaged Treatment Plant with Flow EQ. 1 LS $1,900,000.00 $1,900,000
Aeration,Clarifiers and Sludge Storage
9 Blowers and Piping 1 LS $140,000.00 $140,000
10 Concrete Foundations for Treatment Units 1 LS $250,000.00 $250,000
11 Tertiary Disc Filters 1 LS $400,000.00 $400,000
12 UV Disinfection System 1 LS $250,000.00 $250,000
13 New Operations Bldg w/Space for Future 1 LS $225,000.00 $225,000
Dewatering
14 Sitework,including Access Road 1 LS $150,000.00 $150,000
15 Yard Piping 1 LS $175,000.00 $175,000
16 Electrical 1 LS $475,000.00 $475,000
17 Erosion Control 1 LS $30,000.00 $30,000
39

TOWN OF ST.PAULS WASTEWATER ASSET MANAGEMENT PLAN
Figure 29. (Continued)St. Pauls Wastewater Treatment Plant Upgrades Cost Estimate
CONSTRUCTION SUBTOTAL $4,973,550
CONTINGENCY $497,400
GRANT ADMINISTRATION $25,000
ER/ED $40,000
SURVEYING $20,000
PLANNING AND ENGINEERING DESIGN $315,000
PERMITTING $2,500
BID AND AWARD $8,000
CONSTRUCTION ADMINISTRATION $157,000
EASEMENT PREPARATION $5,000
PROPERTY ACQUISITION $50,000
TOTAL PROJECT COST $6,093,450
8.6 Summary of All Wastewater CIP Needs
A summary of the known capital needs for the sewer system for the next 10 years are presented in
Figures 29 and 30 below. Due the high aggregate dollar amount of capital improvements needed —
approximately $12 million in a ten-year period — several of the critical assets have been selected for
further assessment to refine needs and the associated capital costs. Therefore, there are two figures —
one for assessments needed and one for estimated capital needs.
40

TOWN OF ST.PAULS WASTEWATER ASSET MANAGEMENT PLAN
Figure 30.St. Pauls Wastewater System Assessments
Type of Capital
Capital Improvement Project Total Cost Improvement Year to
Conduct
Project
Assess potential for developing a regional Support of
wastewater treatment facility in partnership Preventive
1 with Roberson County Landfill and Parkton. $50,000 Maintenance 2021
Assess clay lines for replacement or slip
lining through updated flow monitoring and
CCTV as needed. The quantity and poor
condition of these lines continues to
present operational challenges at the plant
and threat to the environment. Develop a Support of
planned multi-year program of addressing Preventive
2 the collection system line needs. $50,000 Maintenance 2017-2021
TOTAL FOR ASSESSMENTS $133,500
Figure 31.St. Pauls Wastewater System Capital Improvement Needs Years 0-10
Type of Capital 5-and 10-
Year to
Count Capital Improvement Project Total Cost Improvement Conduct Total by Year Year CIP
Project Totals
Wastewater Treatment Plant
1 Relocation $6,093,450 Rehab/Replace 2021
Wastewater Collection System
2 Rehabilitation $1,600,000 Rehab/Replace 2021
Lift Station#3(North 2nd
St/McColl Plaza)-Duplex $20,000 Rehab/Replace 2021
3 Pumps
Lift Station#7(Hwy 20/Broad
4 St.) Duplex Pumps $25,000 Rehab/Replace 2021
5 Ductile Iron 4"-Fair Condition $10,075 Rehab/Replace 2021
6 PVC 4"-Poor Condition $63,960 Rehab/Replace 2021
7 PVC 6"-Fair Condition $66,280 Rehab/Replace 2021
Lift Station#4(West McLean at
Lumbee Bank)-Electrical $20,000 Rehab/Replace 2021
8 Wiring/Motor/Motor Controls
Lift Station#10(North Chapel
St.) Duplex Pumps $10,000 Rehab/Replace 2021
9
Lift Station#5(Evans Road)-
Electrical Wiring/Motor/Motor $20,000 Rehab/Replace 2021
10 Controls
Lift Station#5(Evans Road)-
11 Duplex Pumps $20,000 Rehab/Replace 2021
Lift Station#8(East Armfield
12 Dr.) Duplex Pumps $10,000 Rehab/Replace 2021
41

TOWN OF ST.PAULS WASTEWATER ASSET MANAGEMENT PLAN
Lift Station#9(Grayce St.)-
13 Duplex Pumps $25,000 Rehab/Replace 2021
Lift Station#8(East Armfieid
Dr.)-Electrical $10,000 Rehab/Replace 2021
14 Wiring/Motor/Motor Controls _
15 Clay 12"-Poor Condition $189,480 Rehab/Replace 2021
16 Clay 10"-Poor Condition $152,130 Rehab/Replace 2021
17 Clay 8"-Poor Condition $1,746,760 Rehab/Replace 2021
18 Clay 6"-Poor Condition $567,240 Rehab/Replace 2021
Manholes-Poor
19 Condition/Brick $724,500 Rehab/Replace 2021
Lift Station#3(North 2nd
St/McColl Plaza)-Electrical $20,000 Rehab/Replace 2021
20 Wiring/Motor/Motor Controls
Lift Station#10(North Chapel
St.)-Electrical $10,000 Rehab/Replace 2021 $11,403,875
21 Wiring/Motor/Motor Controls
Lift Station#9(Grayce St.)-
Electrical Wiring/Motor/Motor $10,000 Rehab/Replace 2022 $10,000
22 Controls
Lift Station#10(North Chapel
St.) Permanent Generator $25,000 Rehab/Replace 2023 $25,000
23
Manholes-Fair
Condition/Block and Precast $266,000 Rehab/Replace 2025
24
Lift Station#2(South Butler $20,000 Rehab/Replace 2025 $286,000 $11,724,875
25 St.)-Duplex Pumps
Lift Station#9(Grayce St.)-
Permanent Generator $25,000 Rehab/Replace 2027 $25,000
26
Lift Station#8(East Armfield
Dr.) Wet Well $45,000 Rehab/Replace 2028
27
Lift Station#8(East Armfield
Dr.) Misc Fixtures(Valve, $30,000 Rehab/Replace 2028 $75,000
valve vault,rails,piping,hoist if
28 present)
Lift Station#2(South Butler
29 St.) Wet Well $50,000 Rehab/Replace 2030
Ductile Iron 4"FM Poor $880 Rehab/Replace 2030
Condition
30
Lift Station#2(South Butler
St.)-Misc Fixtures(Valve,valve
vault,rails, < <n hoist if $30,000 Rehab/Replace 2030 $80,880 $180,880
pip g,
31 present)
TOTAL $11,905,755 $11,905,755
42

Response Action Plan
VIMPOTP
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System Name: Town of St. Pauls
Permit Number: WQCS00187
Address: PO Box 364
City/State/Zip: St. Pauls, NC 28384
1 4
Phone Number: 910/865-5 6
Fax: [phone]
Email: debra@ stpauls.gov

CONTENTS
SECTION
I. Purpose
II. Objectives
III. Procedures
A. Receipt of Information Regarding a Sanitary Sewer Overflow
B. Dispatch of Sewer Maintenance Personnel to Site of Sewer
Overflow
C. Overflow Correction, Containment, and Clean Up
D. Overflow Report
E. Customer Satisfaction
IV. SSO Response Plan Maintenance
V. Appendices
Appendix A — Contacts
Appendix B — Spill/SSO Reporting Form

I. Purpose
This Response Action Plan has been prepared in accordance with Permit
WQCS00187 Part II (9) Operation & Maintenance Requirements. The purpose
of this Response Action Plan is to ensure proper sanitary sewer overflow (S SO)
reporting and minimize the adverse effects that may be caused by a Sanitary Sewer
Overflow.
This plan was revised on November 2020
This plan will be reviewed and/or updated annually to incorporate any changes in
contact information; system components; and/or personnel.
II. Objectives
The objectives of this plan are:
➢ To protect the public health and the environment
> To meet regulatory and permit requirements
> To develop and implement procedures to mitigate the effects of an SSO
➢ To protect the collection system and wastewater treatment personnel
> To ensure the longevity of the collection system and wastewater treatment
plant equipment
> To protect both public and private property
> To minimize regulatory enforcement and/or penalties, resulting from a
spill/SSO
➢ To provide appropriate customer service

III. Procedures
A. Receipt of Information Regarding a Sanitary Sewer Overflow
Sanitary Sewer Overflow's may be recognized and reported by system personnel
or by others. The System is responsible to act, in a timely manner, to all reports of
a possible SSO. Reports may be received via telephone, email, or by other means.
1. Typically reports received from the public will be received at Town Hall.
Personnel collecting information regarding a possible SSO, please obtain the
following:
a. Time and date call was received
b. Specific location
c. Description of problem
d. Time possible overflow was noticed
e. Reporter's name and phone number
f. Observations of the reporter
g. Relevant information that will enable system personnel to quickly locate,
assess and stop the overflow
2. Appropriate system personnel will be notified when a possible spill is reported.
All reports of a SSO must be investigated by staff within two hours. System
personnel must confirm the spill before it will be considered an SSO. Only after
confirmation by system personnel will a spill be considered an SSO.
3. As soon as possible, but no later than 24 hours of the confirmation of a reportable
Sanitary Sewer Overflow, the NC DWR Fayetteville Regional Office will be
notified according to the rules of NC Division of Water Resources. The rule is:
Sanitary Sewer Overflow (SSO) Reporting Requirements to the Division of
Water Resources
The Permittee shall verbally report to a Division of Water Resources staff
member at the appropriate Regional Office, as soon as possible, but in no case
more than 24 hours following first knowledge of the occurrence of either of the
following:
• Any SSO and/or spill over 1,000 gallons to the ground; or
• Any SSO 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 [phone] or [phone].

4. Spills that are fully contained and removed quickly and are less than one thousand
gallons that do not reach surface waters are not required to be reported to NC
DWR. However, a full spill report form will be filled out and kept on file.
B. Dispatch of Sewer Maintenance Personnel to Site of Sewer Overflow
Confirmation of a Spill / Sanitary Sewer Overflow will activate an immediate
response to isolate and correct the problem. Personnel and equipment shall be
available to respond to any and all SSO locations.
1. Dispatching Personnel Instructions
➢ When a spill/SSO is received by the system, Staff and equipment shall be
dispatched to isolate and correct the problem in a timely manner
➢ Staff will be dispatched by telephone or radio
➢ Dispatching personnel must verify that all notified staff have received the
message
2. Maintenance Personnel Instructions
➢ All dispatched staff should proceed immediately to the site of the spill/SSO.
Any delays and/or conflicts should be promptly reported to the manager
➢ Upon arrival at the site of the spill/SSO, staff will report any and all findings
to the appropriate supervisor. These findings should include damage to both
public and private property
3. Supervisor Instructions
➢ The Supervisor will dispatch additional personnel, supplies, and equipment
as needed or requested by dispatched staff
➢ The Supervisor will update the Public Works Director and/or Town Manager
on a continuing basis if the SSO and/or repairs are not easily abated and
fixed.
4. Initial Damage Assessment
➢ All dispatched staff must use discretionary action when responding to a
spill/SSO. Dispatched personnel must be aware that the System may be
responsible and/or liable for further damage to private property
➢ Dispatched personnel should not enter private property without authorization
from the Supervisor

> In order to thoroughly document the affected area, the dispatched staff will
take appropriate photos and/or video. Any photos and/or video will be
retained and filed with the spill/SSO report
5. Supervision and Inspection
> The Supervisor will ensure that the guidelines outlined in this SSO Response
Plan are properly implemented
➢ The Supervisor is responsible for properly notifying NC DWR Fayatteville
Regional Office within the amount of time specified within the reporting
requirement
➢ The Supervisor will coordinate with the Town Manager for the availability
of funds.
C. Spill/SSO Correction, Containment, and Clean-up
The objectives of the actions taken by system personnel are:
➢ To protect public health, the environment, and property from a spill/SSO
> To restore the surrounding area/property back to normal as quickly as
possible
> To establish an appropriate perimeter to contain the spill/SSO, using
equipment (traffic cones, barricades), existing infrastructure (fencing, etc.),
and/or natural boundaries(berm, ditch, stream, etc.)
> To notify the appropriate regulatory agencies within permitted timeframe
➢ To protect surface water from contamination
➢ To minimize regulatory enforcement and/or penalties, resulting from a
spill/SSO
1. Upon arrival at a spill/SSO, the dispatched system staff will perform the following:
> Determine the cause of the spill/SSO (collection line blockage, lift station
malfunction, line break, etc.).
> Report findings to Supervisor and identify or request additional personnel
and equipment to minimize the effects of the spill/SSO.
> Should it be determined the cause of the spill/SSO is not the responsibility
of the system, dispatched personnel will;
o Take appropriate action to protect public health, property (public and
private), and surface water bodies from immediate danger.

2. Containment of a spill/SSO will be of utmost priority and will include, but are not
limited to, the following measures:
➢ Determine the immediate destination of the spill/SSO (storm drain, water
body, ditch, etc.)
➢ Identify and request the necessary personnel and equipment to contain and
minimize the effects of the spill/SSO
➢ Take the appropriate, immediate action to contain the spill/SSO
3. Additional measures may be necessary to contain a prolonged spill/SSO. These
measures will be determined and implemented by the Supervisor.
4. Clean up of a spill/SSO will be prompt and thorough. The necessary measures will
be taken to eliminate any identifiable evidence of the spill/SSO.
➢ If possible, photos will be taken before and after clean up. Photos will be
filed with the spill/SSO report
P
➢ The affected area will be cleaned of any sewage and debris. All materials
collected will be properly disposed of
➢ The area will be secured to prevent public contact, until the affected area has
been thoroughly cleaned
➢ The spill/SSO site should be disinfected and deodorized, if appropriate
➢ If spill/SSO has affected a surface water body, the NC DWR Fayetteville
Regional Office will be contacted for specific instructions.
D. Overflow Reporting
A written report to the NC DWR Fayetteville Regional Office is required within
five days. The Supervisor will complete the required reports and submit them to
the NC DWR Fayetteville Regional Office. Additional reporting requirements to
the public may be required based upon volume discharged.

For accurate reporting purposes, system personnel should gather the following
information:
> Determine if the spill/SSO has affected any surface water bodies
➢ Estimate the start time of the of the spill/SSO:
o Date/time reported and confirmed by system personnel
o Visual observations
➢ Estimate the stop time of the spill/SSO:
o Date/time the blockage or equipment malfunction has been corrected
o Date/time system personnel arrived onsite, if spill/SSO stopped
before system personnel arrived
> Visual Observations
o Estimate the flow rate of the spill/SSO
o Estimate the volume of the spill/SSO
o Take photos for documentation
o Assess damage to public and private property (System personnel will
not enter private property to assess damage, unless authorized by the
Supervisor)
E. Customer Satisfaction
To ensure good public relations and customer satisfaction, the appropriate system
personnel will follow up with the reporting party. This follow up will include
either a personal visit or telephone call. The Supervisor will determine the
information to be disclosed to the reporting party.

IV. SORP Maintenance
This Sanitary Sewer Overflow Response Plan will reviewed annually.
Amendments may include:
➢ Changes in procedure
➢ Changes in contact personnel
➢ Changes due to regulatory requirements
V. Appendices
Appendix A — Contact Phone Numbers
Appendix B — Equipment List and Spare Parts Inventory

Appendix A
CONTACTS
Division of Emergency Management
800-858-0368
Contact / Affiliation Phone Email
Debra McNeill/Interim Town Manager- Clerk 910/865-5164 1 [e-mail]
Tim Lyde/CS ORC 910/885-8780 1 [e-mail]
-4-
Danny Holloman/Public Works Director 910/633-9432 [e-mail]
Benton Rogers/Asst. Public Works Director 910/633-1165 [e-mail]
Town of St. Pauls Police Department 910/865-5155
Fayetteville Regional Office 910/433-3300
McGill Assoc./David Honeycutt 910/690-2583
Fortiline 910/425-8100
Charles Underwood Associates/Russell
910/775-2462
Underwood
Allen Townsend Electric 910/733-0388
Progress Energy 1-800-419-6356
Lumbee River Electric Cooperative 910/843/4131

Appendix B
Equipment List and
Materials
Location and Materials
WWTP
6" Portable Pump
Discharge Hose/Suction Hose
Portable Generator
PS Spare Pumps
Lime
Dirt/Gravel
PS Electrical Parts
Public Works Bld.
6' Portable Pump
Discharge Hose/Suction Hose
3"Mudhog Pump with Hoses
Combination Truck
Sewer Jetter
Backhoe
Mini Excavator
Light Towers
Barricades, Signs, Cones
Dump Trucks
Sewer Camera
Pipe
Pipe Fittings/Repair Clamps
Valves
Hand Tools

Town of St. Pauls
Pump Station Contingency Plan
WQCS00187
The Town of St. Pauls operates and maintains eleven(11)duplex pump stations and one(1)simplex
pump station serving a single building. In the case of pump station failure,the following steps will be
taken:
• Type of failure will be determined: Mechanical or Electrical
• Electrical Failure
➢ Pump stations#1,#6,#7,#9,#10,#11,and#12 have permanent generators.
➢ Pumps stations#2,#3,#4,#8 and#5 have a hookup for a portable generator
➢ Spare parts—fuses,breakers,alternators,relays,etc.—are available for the more common
failures.
➢ Electrical contractor will be called as needed.
• Mechanical Failure
> Pump will be inspected to check for blockages
> Control floats will be checked
➢ Belts will be checked on belt-driven pumps
> Bypass pumping connections are installed at all pumpstations. The Town has three
YP P P g
portable pumps.
• Pump Failure
> If pump cannot be made operational on-site:
■ Pumps will be sent to pump/motor repair shop or pump repair company will be
contacted for on-site repair.
• If both pumps in the pump station fail or if the remaining pump cannot maintain the water level:
> The Town's vacuum truck will be utilized to pump the water level down.
> A septage hauling company will be contacted to pump out the pump station wet well as
needed.
➢ Bypass pumps are available as needed.

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