WQCS00007_Renewal (Application)_20220131

RECEIVED
E fl 0 7 2022
Fayetteville
Public Works Commission NCDEQ/IWR/NPDES
Collection System Permit
Application
January 2022

E P114‘
WADE R.FOWLER,JR.,COMMISSIONER • FAYETTEVILLE PUBLIC WORKS COMMISSION
EVELYN O.SHAW,COMMISSIONER � 955 OLD WILMINGTON RD
RONNA ROWE GARRETT,COMMISSIONER P.O.BOX 1089
DONALD L.PORTER,COMMISSIONER H ME OWN UTILITY FAYETTEVILLE,NORTH CAROLINA 28302-1089
ELAINA L.BALL,CEO/GENERAL MANAGER TELEPHONE[phone]
WWW.FAYPWC.COM
January 31,2022
Michael Montebello
Municipal Permitting Unit Supervisor
NC Division of Water Resources
1617 Mail Service Center
Raleigh,NC 27699-1636
Subject: System-Wide Collection System Permit Renewal Application
Fayetteville PWC Collection System
Permit No. WQCS00007
Dear Mr.Montebello:
Enclosed please find the completed form CSA04-16, System-wide Wastewater Collection System
Application for the Public Works Commission of the City of Fayetteville. PWC is hereby requesting
renewal of our collection system permit.
We have included a completed application form, pump station list, high priority line list, organizational
chart for the collection system department,the operating budget for fiscal year 2022, the approved Capital
Improvement Plan(CIP) for the PWC collection system that includes projections for FY 2022—2026,the
sewer overflow response plan,the pump station contingency plan,and a copy of our sewer collection system
map in digital form on a removal drive.
Please don't hesitate to contact us at mick.noland@faypwc if you need additional information. Thank you
for your assistance in this matter.
Sincerely,
PUBLIC WORKS COMMISSION
Mick Noland
COO Water Resources
Attachment
cc: Chris Rainey
Rhonda Locklear
Marty Tew
BUILDING COMMUNITY CONNECTIONS SINCE 1905
AN EQUAL EMPLOYMENT OPPORTUNITY EMPLOYER

State of North Carolina
Department of Environmental Quality
Division of Water Resources
DW R
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 dol�CV l /ED
The copy may be submitted in digital format. r �I�I�C
A. Cover Letter FEB 0 7 2022
0 Submit a cover letter listing all items and attachments included in the permit application aclN�E
Q/dWR/NPDES
B. No Application Fee Required
y No application fee is necessary. The permittee will be billed an annual fee upon issuance of the permit
Y 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
❑ 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:
Authorized signing official listed in Section 1.4 should match with that the• The onz d g g of 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)
El 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):Fayetteville Public Works Commission
2. Facility Information: Name: Fayetteville Public Works Commission Collection System Permit No.:WQCS00007
3. Applicant type: ®Municipal ❑State ❑Privately-Owned Public Utility
D County ❑Other:
4. Signature authority's name:Mick Noland per 15A NCAC 02T.0106(b)
Title:Chief Operating Officer Water Resources
5. Applicant's mailing address:PO Box 1089
City:Fayetteville State:NC Zip:28302-1089
6. Applicant's contact information:
Phone number:[phone] Fax number:[phone] Email address:mick.noland(a,faypwc.com
II. CONTACT/CONSULTANT INFORMATION:
1. Contact Name:Chris Rainey
2. Title/Affiliation:Water Resources Operations Manager
3. Contact's mailing address:PO Box 1089
4. City:Fayetteville State:NC Zip: 28302-1089
5. Contact's information:
Phone number:[phone] Fax number:[phone] Email address:chris.rainey(a,faypwc.com
III. GENERAL REQUIREMENTS:
1. New Permit or Premit Renewal? ❑New ®Renewal
2. County System is located in: Cumberland County
3. Owner&Name of Wastewater Treatment Facility(ies)receiving wastewater from this collection system:
Owner(s)&Name(s):Fayetteville Public Works Commission,Cross Creek WRF,Rockfish WRF
4. WWTF Permit Number(s): NC0023957,NC0050105
5. What is the wastewater type? 96%Domestic or 4%Industrial(See 15A NCAC 02T.0103(20))
Is there a Pretreatment Program in effect?®Yes or❑No
6. Wastewater flow:31.3 MGD(Current average flow of wastewater generated by collection system)
7. Combined permitted flow of all treatment plants: 46 MGD
8. Explain how the wastewater flow was determined: ❑ 15A NCAC 02T.0114 or®Representative Data
9. Population served by the collection system:221.705
IV. COLLECTION SYSTEM INFORMATION:
1. Line Lengths for Collection System:
Sewer Line Description Length
Gravity Sewer 1297(miles)
Force Main 59(miles)
Vacuum Sewer 0(miles)
Pressure Sewer 0.13(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) 0
Simplex Pump Stations(Serving Multiple Buildings) 0
Duplex Pump Stations 69
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
fr 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.
r' Use the same line identification regularly used by the applicant
r 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.
See attached organizational chart. PWC is owned by the City of Fayetteville. The Water Resources Constructions&
Maintenance Department is responsible for O&M of the collection system which includes a staff of approximately 100.
2. Indicate the current designated collection system operators for the collection system per 15A NCAC 08G.0201
Main ORC Name: Marty Wayne Tew Certification Number:CS4 991540
Back-Up ORC Name: Timothy Ramsey Certification Number:CS4 1003899
See the"WOCS Contacts and ORC Report"for a current listing of the ORC(s)the Division has on file for WQCS permit
3. Approximate annual budget for collection system only: $ 10,240,000
4. Submit a copy of your current annual budget.
5. Approximate capital improvement budget for the collection system only: $67,028,000
6. Submit a copyyour current capital im of 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)
See Attachment
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:
City of Fayetteville Sewer Use Ordinance;NORCRESS O&M Agreement;NORCRESS Sanitary Sewer Service Agreement;Stedman
Sanitary Sewer Service Agreement;_Hoke O&M Sewer Service Agreement;Hoke Sanitary Sewer Agreement; Eastover Sanitary
Sewer Wholesale; Kelly Hills Sanitary Sewer Service Agreement.
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 2"d 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):
VII. APPLICANT'S CERTIFICATION per 15A NCAC 02T.0106(b):
I,Mick Noland,WR Chief Operating Officer attest that this application for Fayetteville Public Works Commission
(Signature Authority's Name&Title from Item 1.4) (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$25,000 per violation.
Signature: ! Date: //3! 2,0,2
f
APPLICATION CSA 04-16 Page 5 of 5

Pump Station List
FY 2022

Station *Infow *Capacity *Total Flow Pump Run Portable
ID Station Name Duration Address Station Alarm Type Reliability By-pass On-Site Power Reliability Source
(gpm) (gpm) (gpd) day) Type Criterion Connection Generator
hours
( / y) Connection
002 AMBASSADOR 4 139 6,469 0.82 2025 EASTERN BLVD. Duplex SCADA YES Yes No Yes Portable Power&Pumping
003 PWC COMPLEX 11 156 15,815 1.68 989 COMMISSION DR. Duplex SCADA YES Yes No Yes Portable Power&Pumping
004 BORDEN CHEMICALS 64 513 13,512 0.44 1411 INDUSTRIAL DR. Duplex SCADA YES Yes No Yes Portable Power&Pumping
005 MONTGOMERY STREET 3 58 4,696 1.34 779 MONTGOMERY ST. Duplex SCADA YES Yes No Yes Portable Power&Pumping
006 FISHER STREET 20 137 27,605 3.37 201 MCDUFFIE ST. Duplex SCADA YES Yes No Yes Portable Power&Pumping
007 KING STREET 10 180 13,964 1.30 616 SOUTH KING ST Duplex SCADA YES Yes No Yes Portable Power&Pumping
008 BROAD STREET 29 323 42,150 2.42 304 POINT PL. Duplex SCADA YES Yes No Yes Portable Power&Pumping
009 DEEP CREEK 71 535 101,807 3.17 102 DUNN RD Duplex SCADA YES Yes Yes No On site generator&Pumping I
010 WASHERETTE - - - - 1520 CLINTON RD. Duplex SCADA YES Yes No Yes Portable Power&Pumping
011 NEAL STREET 110 475 163,372 5.73 325 NEAL ST. Duplex SCADA YES Yes Yes No On site generator&Pumping
013 EAST FAYETTEVILLE 683 2,547 983,575 6.47 2400 CLARK-WEST RD. Quad SCADA YES Yes Yes No On site generator&Pumping
014 BAYWOOD#1 65 180 101,846 9.52 873 THREE WOOD DR Duplex SCADA YES Yes Yes No On site generator&Pumping
016 NORTH STREET EXT 14 220 20,558 1.55 425 NEVILLE ST Duplex SCADA YES Yes No Yes Portable Power&Pumping
017 ORANGE STREET 4 144 6,185 0.74 302 PLUM ST. Duplex SCADA YES Yes No Yes Portable Power&Pumping
018 ELLIOTE HOMES 35 310 50,795 2.76 1353 BRIDGER ST. Duplex SCADA YES Yes No Yes Portable Power&Pumping
019 BAYWOOD#2 29 189 42,880 3,81 4401 GRIP DR Duplex SCADA YES Yes No Yes Portable Power&Pumping
024 DIXIE KIDS 1 51 1,357 0.43 382 TOM STARLING RD. Duplex SCADA YES Yes No Yes Portable Power&Pumping
025 WESTERN PUBLISHING 2 93 2,688 0.50 107 TOM STARLING RD. Duplex SCADA YES Yes No Yes Portable Power&Pumping
026 GOLDEN CREEK 84 284 121,510 7.15 3340 GILLESPIE ST. Duplex SCADA YES Yes No Yes Portable Power&Pumping
027 BLACK&DECKER 1 261 142 0.01 3036 GILLESPIE ST. Duplex SCADA YES Yes No Yes Portable Power&Pumping
028 SANDY RUN 82 530 118,047 3.72 2932 DOC BENNETT RD. Duplex SCADA YES Yes Yes No On site generator&Pumping
029 AIRPORT HANGER 6 108 8,314 1.28 411 HANGER RD. Duplex SCADA YES Yes No Yes Portable Power&Pumping
030 BALL PARK 28 375 40,949 1.82 187 ELM ST. Duplex SCADA YES Yes No Yes Portable Power&Pumping
031 MJ SOFFE 2 247 2,892 0.20 713 MIDDLE RD. Duplex SCADA YES Yes No Yes Portable Power&Pumping
032 GENERATION PLANT 1 36 1,055 0.50 2274 CUSTER AVE. Duplex SCADA YES Yes No Yes Portable Power&Pumping
033 CARGILL 433 2,332 623,361 4.47 1641 RIVER RD Duplex SCADA YES Yes No Yes On site generator&Pumping
034 LARRY SAUSAGE 12 294 17,488 0.99 1446 MIDDLE RIVER LP. Duplex SCADA YES Yes No Yes Portable Power&Pumping
038 QUICK STOP 1 131 2,051 0.28 2940 CUMBERLAND RD. Duplex SCADA YES Yes No Yes Portable Power&Pumping
040 MARK 1 TRAILER PARK 12 327 18,023 0.91 2229 GRAND PRIX DR Duplex SCADA YES Yes No Yes Portable Power&Pumping
041 LONGVIEW ACRES 53 190 82,970 7.92 4013 EASTDALE DR. Duplex SCADA YES Yes No Yes Portable Power&Pumping
042 LONGVIEW GARDENS 26 290 39,165 2.29 237 LAW RD. Duplex SCADA YES Yes No Yes Portable Power&Pumping
043 TARTAN PLACE 6 54 9,256 2.86 312 TARTAN CT. Duplex SCADA YES Yes No Yes Portable Power&Pumping
045 KINWOOD#1 9 176 13,468 1.28 257 LOFTON DR. Duplex SCADA YES Yes No Yes Portable Power&Pumping
046 KINWOOD#2 14 193 5,079 0.60 908 MARIPOSA DR. Duplex SCADA YES Yes No Yes Portable Power&Pumping
048 NORTH FAYETTEVILLE 798 1,895 1,150,266 10.13 7094 ZEPHER RD. Triplex SCADA YES Yes Yes No On site generator&Pumping
050 RIVERCLIFF#1 16 189 23,438 2.07 2779 RIVERCLIFF RD. Duplex SCADA YES Yes No Yes Portable Power&Pumping
051 RIVERCLIFF#2 8 222 2,400 0.22 2712 RIVERCLIFF RD. Duplex SCADA YES Yes No Yes Portable Power&Pumping
055 VILLAGE COMMONS 27 169 11,849 1.18 671 DAHARAN DR. Duplex SCADA YES Yes No Yes Portable Power&Pumping
056 SUMMERTIME 10 410 13,179 0.54 6517 JEFFEREY DR. Duplex SCADA YES Yes No Yes Portable Power&Pumping
057 BELKS 32 402 34,615 1.41 1930 SKIBO RD. Duplex SCADA YES Yes No Yes Portable Power&Pumping
061 N.G.ARMORY 3 248 4,661 0.35 449 EAST MOUNTAIN DR. Duplex SCADA YES Yes No Yes Portable Power&Pumping
063 LOCKS CREEK 59 1,753 86,476 0.82 300 SAMUEL ST. Duplex SCADA YES Yes Yes No On site generator&Pumping
066 HUNTING RIDGE 14 268 35,423 2.17 5902 HUNTING RIDGE RD. Duplex SCADA YES Yes No Yes Portable Power&Pumping
068 PINEWOOD LAKES 49 492 69,608 2.42 3425 HAWTHORNE ST. Duplex SCADA YES Yes Yes No On site generator&Pumping
069 THE COVE 1 233 2,018 0.26 3599 TREASURE CT. Duplex SCADA YES Yes No Yes Portable Power&Pumping

Station *Infow *Capacity *Total Flow *Pum Run
ID Station Name p y d Duration Address Station Alarm Type Reliability By-pass On-Site PortablePower Reliability Source
(gpm) (gpm) (gP ) day) Type Criterion Connection Generator
(hours
Connection
070 CALICO 212 1,075 314,336 4.88 4562 CALICO ST Duplex SCADA YES Yes Yes No On site generator&Pumping
071 SOUTH HAMPTON 45 122 10,910 1.29 5020 WOODSPRING DR. Duplex SCADA YES Yes No No Portable Power&Pumping
072 CYPRESS LAKES#1 162 257 42,608 2.77 1878 FENNELL RD. Duplex SCADA YES Yes No Yes Portable Power&Pumping
073 CYPRESS LAKES#2 32 427 46,167 1.80 5423 CORPERATION DR. Duplex SCADA YES Yes No Yes Portable Power&Pumping
078 COTTONADE 6 167 2,541 0.26 420 BRUNSWICK RD. Duplex SCADA YES Yes No Yes Portable Power&Pumping
080 BI-LO 20 332 28,416 1.47 1357 WALTER REED RD. Duplex SCADA YES Yes Yes No On site generator&Pumping
081 INVERNESS 17 259 37,453 2.49 818 DALMORE DR Duplex SCADA YES Yes No Yes Portable Power&Pumping
083 COLT CROSSING 4 352 6,235 0.30 5191 CLINTON RD. Duplex SCADA YES Yes Yes No On site generator&Pumping
085 PEARTREE 28 250 41,271 2.76 4130 REDSPIRE LN. Duplex SCADA YES Yes Yes No On site generator&Pumping
087 EASTOVER#1 8 140 12,268 1.51 5174 DUNN RD. Duplex SCADA YES Yes Yes No On site generator&Pumping
088 EASTOVER#2 114 496 40,165 1.40 3395 DUNN RD. Duplex SCADA YES Yes Yes No On site generator&Pumping
093 KELLY HILLS 8 140 21,581 2.59 355 BETHUNE DR. Duplex SCADA YES Yes Yes No On site generator&Pumping
095 CAMDEN WOOD 66 556 97,597 2.98 4136 NEWGATE ST Duplex SCADA YES Yes Yes No On site generator&Pumping
099 LANDFALL CONDOS 8 382 10,886 0.49 612 MARSHTREE LN. Duplex SCADA YES Yes Yes No On site generator&Pumping
100 STEEPLE CHASE 27 204 41,318 3.42 4471 JOCKEY WHIP LN. Duplex SCADA YES Yes Yes No On site generator&Pumping
101 MAPLE RIDGE 7 144 17,979 2.10 6855 BONE CREEK DR. Duplex SCADA YES Yes Yes No On site generator&Pumping
103 BAYWOOD VILLAGE 20 213 29,140 2.29 4209 RACCOON PATH Duplex SCADA YES Yes Yes No On site generator&Pumping
108 MILLSTONE 50 362 12,881 0.60 5857 CAMDEN RD. Duplex SCADA YES Yes Yes No , On site generator&Pumping
109 FLETCHER DR 22 221 32,590 2.46 7331 FLETCHER DR Duplex SCADA YES Yes Yes No On site generator&Pumping
111 ASTORIA 32 401 48,318 1.99 429 GRAND WAILEA DR. Duplex SCADA YES Yes Yes No On site generator&Pumping
112 VILLAGE OF ROCKFISH 32 232 45,443 3.31 TOM STARLING RD. Duplex SCADA YES Yes Yes No On site generator&Pumping
114 PRESERVE AT LAKE UPCHURCH 8 144 11,203 1.30 931 JOHNSON MILL ROAD Duplex SCADA YES Yes Yes No On site generator&Pumping
117 CAMDEN GLEN 13 280 17,877 1.07 3257 HUNTING LODGE ROAD Duplex SCADA YES Yes Yes No On site generator&Pumping
118 METHODIST COLLEGE 64 1,033 133,456 2.24 5400 RAMSEY STREET Duplex SCADA YES Yes Yes No On site generator&Pumping
* Pump Station operating data is derived from averages of the daily SCADA reporting for the period October 1,2021 through December 31,2021.

High Priority Lines List

WQCS00007 ATTACHMENT A: High Priority Lines for Condition (V) (4)
Aerial crossing location WAM ID# Main type Size and material WAM PM
1011 Hillsboro Street(behind house crossing drainage ditch) SGM016302 gravity 8"CI
1101 Mulberry Street(behind house) SGM008998 gravity 12"CI 2356
1103 Essex Place SGM025573 gravity 12"CI 2358
1401 Seventy First School Road(creek crossing) SGM030536 gravity 8"DI 2367
1504 Howell Street SGM013155 gravity 12"CI 2343
1607 Rogers Drive(behind house) SGM034332 gravity 16"CI 2355
207 Timberlake Drive(Devonwood) SGM015799 gravity 8"DI 2189
211 W.Summerchase Drive(behind house)(creek crossing) SGM021869 gravity 16"DI 2253
221 Mason Street(creek crossing behind Pheonix Lodge) SGM035230 gravity 12"steel
230 Waxhaw Drive(behind house crossing drainage ditch) SGM015046 gravity 8"DI 2351
2028 Litho Place(rear of property crossing drainage tributary) SGM034039 gravity 8"DI
2494 Downing Road(roadside ditch crossing) SFM000285 force main 6"DI Abandoned
2536 Tracy Hall Road,southeast of sewer treatment facility SGM024953 gravity 54"concrete 2257
2848 Coronada Parkway(creek crossing) SGM014994 gravity 8"DI 2167
2931 Hope Mills Road(creek crossing at bridge) SGM028567 gravity 8"DI
310 Hawthorne Road(behind house)(creek crossing) SGM013158 gravity 12"CI 2091
3295 Florida Drive(Greenbrier Hills) SGM006366 gravity 24"CI 2285
3305 Lake Bend Drive(behind house crossing stream downstream of
spillway) SGM016269 gravity 8"DI 2252
3414 Clearwater Drive(Hillendale)(behind house crossing old lake-bed) SGM011645 gravity 16"CI 2360
404 Southampton Court(south side of property crossing storm channel) SGM010309 gravity 8"DI 2384
404 Valley Road(left side of house) SGM011178 gravity 8"CI 2162
4674 Research Drive,west side of bridge(creek crossing) SGM007260 gravity 16"steel 2295
506 Glen Canyon Drive(left side of house across drainage ditch) SGM002397 gravity 8"DI Abandoned
517 Lamon Street,north of B Street(creek crossing) SGM021005 gravity 42"concrete 2088
5232 Foxfire Road(left rear of property)(creek crossing) SGM002402 gravity 8"DI 2346
5400 Ramsey Street(Methodist College,southeast of old gymnasium)(creek
crossing) SGM013713 gravity 8"DI 2345
5517 Raeford Road,west of Skibo Road(creek crossing) SGM025616 gravity 8"DI 2298
626 Winslow Street(creek crossing) SGM012543 gravity 8"DI 2357
633 Robeson Street @ MLK Freeway(creek crossing) SGM023065/SGM012572 gravity 18"CI 2185
707 Murchison Road(behind building)(creek crossing) SGM012158 gravity 24"DI
742 Buena Vista Drive(Woodcliff) SGM027880/SGM006309 gravity 18"CI
7208 Shelby Circle(across drainage ditch) SGM002101 gravity 8"DI
814 Shadowlawn Drive SGM010881 /SGM010845 gravity 8"CI/16"CI
836 Dunn Road SGM021797 gravity 8"DI
909 Washington Drive(creek crossing through drainage culvert) SGM012192 gravity 8"CI
Ann Street, north of Bow Street(creek crossings) SGM014294/SGM014291 gravity 15"CI/18"CI
Ann Street,south of Grove Street(creek crossing at bridge) SGM026819 gravity 8"DI
April Drive,approximately 2000'south of Cliffdale Road SGM006642 gravity 18"steel
SGM017787/SGM017788/SGM017761 /
Ballentine Street(Fairyway Forest)(creek crossing) SGM017763 gravity 8"DI/16"steel

WQCS00007 ATTACHMENT A: High Priority Lines for Condition (V) (4)
Aerial crossing location WAM ID# Main type Size and material WAM PM
Belvedere Avenue(Mazarick Park-middle of park) SGM010842 gravity 16"CI
Belvedere Avenue(Mazarick Park ranger station) SGM010926 gravity 16"CI
Bishamon Street(Fairway Forest)(creek crossing SGM017769 gravity 18"steel
Bragg Boulevard(Cross Creek crossing) SGM033894 gravity 12"steel
Bramblegate Road(Worthington)(creek crossing) SGM032892/SGM017588/SGM007257 gravity 24"steel/54"concrete
Buddingbrook Drive(Rayconda) SGM019309 gravity 24"DI
Campbell Avenue(creek crossing) SGM019903 gravity 12"DI
Clinton Road,north side of Lock's Creek Bridge(creek crossing) SGM014769 gravity 14"steel
Country Club Drive,east of Clearwater Drive(creek crossing) SGM011718 gravity 16"DI
Culloden Place(Southview Townhouses) SGM032970 gravity 48"concrete
Distribution Drive(behind old Cutler-Hammer building)(creek crossing) SGM007265 gravity 18"steel
Dobson Drive,south along railroad tracks(creek crossings) SGM007376/SGM007376 gravity 16"CI
SGM024794/SGM024793/SGM022494/
SGM022490/SGM022490/SGM022490/
East Cole Street(Hope Mills)(2 creek crossings) SGM022493 gravity 10"DI/12"DI/16"steel
Edgehill Road(Chestnut Hills)(creek crossing) SGM017504 gravity 8"DI
Evans Dairy Road,east of roadway(creek crossing) SGM007514 gravity 8"steel
Filter Plant Drive,between Glenville Lake dam and street bridge SGM012126 gravity 16"CI
Filter Plant Drive,east side of road behind electric substation SGM012146 gravity 24"CI
Golfview Road,south of Permastone Lake Road(creek crossing) SGM017790 gravity 8"DI
Gooden Drive(Lake Rim North)(creek crossing) SGM007950 gravity 8"DI
Grouse Run Lane(Hunter's Crossing)(creek crossing) SGM007945 gravity 12"steel
Gurley Street,east side at dead-end SGM012586 gravity 20"CI
Harrisburg Drive(Kensington Village-Hope Mills) SGM016705 gravity 12"DI
Hawley Lane @ bridge(creek crossing) SGM014301 gravity 24"CI
Headwind Drive(Gray's Creek Villas)(creek crossing) SGM026623 gravity 18"DI
Hillsboro Street @ Rowan Street access ramp(creek crossing) SGM013299 gravity 16"CI
Hoffer Drive,southeast of water treatment facility(river crossing) Facility ID 63 force main 12"DI Abandoned
Hoffer Drive,southeast corner of water treatment facility SGM033320 gravity 30"concrete
Kennedy Street,north of Adam Street(creek crossing) SGM035268 gravity 24"steel
Lakeview Road(downstream side of Hope Mills Lake Dam) SGM024214 gravity 48"steel
Larwood Drive(Country Walk) SGM023436 gravity 12"DI
Macon Drive,approximately 1600'north of Century Circle(across Little
Rockfish Creek) SGM030227 gravity 8"DI
Maiden Lane(creek crossing @ Systel building) SGM014965 gravity 8"DI Abandoned
Maple Crest Drive(Little River Farms)(creek crossing) SGM031996 gravity 8"DI
Melba Drive(Greenbrier Hills) SGM030047/SGM030048/SGM006330 gravity 21"CI
Melvin Place(behind apartment complex)(creek crossing) SGM012974 gravity 8"DI
SFM000307/SFM000303/SFM000306/
Methodist University,along railroad tracks SFM000304 force main 8"CI/20"DI
Morganton Road @ entrance to Vanstory Hills(creek crossing) SGM005083 gravity 8"DI
Murchison Road,south of FSU entrance drive(creek crossing) SGM012142 gravity 20"CI

WQCSO0OO7 ATTACHMENT A: High Priority Lines for Condition (V) (4)
Aerial crossing location WAM ID# Main type Size and material WAM PM
Nimocks Avenue SGM024202 gravity 8"CI
North Cool Spring Street @ Hawley Lane(creek crossing) SGM033906 gravity 12"steel
Old Raeford Road @ Lake Rim Fish Hatchery(creek crossing) SGM006981 gravity 24"steel
Pennystone Drive(Southwood) SGM007269 gravity 18"DI
Pennystone Drive, north side of Rockfish Creek SGM015075 gravity 54"concrete
Person Street,suspended from Cape Fear River bridge SFM000336 force main 12"DI
Person Street,west of B Street(creek crossing bridge attachment) 16379 gravity 8"DI Abandoned
Pinecrest Drive,approximately 200'east of road end(two ditch crossings) SGM010356 gravity 12"CI
Ray Avenue @ Mason Street(creek crossing west of bridge) SGM025487 gravity 8"DI
Rim Road, north of Maggie Circle(creek crossing) SGM006902 gravity 18"steel
Robeson Street,southwest of Commerce Street(creek crossing) SGM012554 gravity 8"DI
Rowan Street,east of Bragg Boulevard (creek crossing) 15175 gravity 12"CI Aicnrlonccd
St. Ives Court(wetlands/creek crossing) SGM032227 gravity 8"DI
Strickland Bridge Road @ Kerfield Court(Little Rockfish Creek crossing) SGM031975 gravity 12"DI
Sweetbay Circle(creek crossing) SGM035265 gravity 18"steel
Turnpike Road(drainage ditch crossing) SGM012399 gravity 8"CI 2730
Yadkin Road @ Brookfield Road,southeast corner of intersection SGM025733 gravity 12"DI
Washington Drive(creek crossing) SGM013284 gravity 8"DI
Weiss Avenue(creek crossing) SGM006273 gravity 8"DI

WQCS00007 ATTACHMENT A: High Priority Lines for Condition (V) (4)
Sub-stream crossing location Facility/Synergen/WAM ID# Main type Size and material WAM PM
117 East Loch Haven Drive(left side of property at/below spillway discharge) SGM003141 /SGM003114/SGM015970 gravity 8"DI/12"VCP/12" DI 2842
1108 Lake Stone Place(rear of property across drainage ditch) SGM028306 gravity 8" DI
1342 Bragg Boulevard(rear of property across drainage ditch) SGM010911 gravity 15"concrete
1741 Cedar Creek Road(front of property across Locks Creek) SGM007547 gravity 12"VCP
2198 Skyview Drive(behind house)(Lake Francis) SGM004419 gravity 12"DI
2415 Rosehill Road(rear of property across Cross Creek) SGM012898 gravity 8"DI
2447 Evans Dairy Road(rear of property across Locks Creek) SGM007252 gravity 48"concrete
2530 North Edgewater Drive(rear of property across Hybart's Branch) SGM005419 gravity 8"DI
273 North Windsor Drive(rear of property across drainage ditch) SGM030196 gravity 8"DI
2700 Preston Woods Lane(west of apartment building crossing ditch) SGM005740 gravity 8"DI 2663
2780 Rosehill Road,south side of bridge SGM011849 gravity 8"CI
2908 Ravenhill Drive(rear of property along drainage ditch to Branson Creek) SGM009217/SGM009216/SGM009215 gravity 8"conc/with CIP liner
342 Lansdowne Road(rear of property across drainage ditch) SGM000503 gravity 8"DI
3425 Clearwater Drive(left side of property as facing house) SGM011675 gravity 8"VCP
347 Edinburgh Drive(behind house)(Stratford Hills) SGM000007/SGM004634 gravity 8"/12"VCP
3620 Ridgecrest Avenue(right side of property crossing drainage ditch) SGM008213 gravity 8"concrete
3955 Hunting Path Drive(rear of properties-new storm water discharge at
Little Rockfish Creek) SGM015091 gravity 48"concrete
4409-4427 Clifton Drive(behind houses,paralleling creek) SGM022183/SGM023037 gravity 15" PVC Abandoned
4610 Bragg Boulevard(rear of property across drainage ditch) SGM023922 gravity 8" DI
500 Willow Bend Lane(from driveway crossing to Skye Drive, parallel to
Hybarts Branch) SGM017473/SGM008386/SGM024645 gravity 8"VCP
5117 Lake Valley Drive(Lake Valley) SGM002473 gravity 12" DI
5401 Fred Cates Avenue(south side of property crossing drainage ditch) SGM000522 gravity 8"VCP
5430 and 5438 Summer Duck Road(behind houses) SGM015969/SGM015971 gravity 8"DI/12" DI
5604 Cliffdale Road(west of cell tower crossing drainag ditch) SGM015712 gravity 8"VCP
5612 Birch Road(left side of property across drainage ditch tributary to the
Beaver Creek) SGM021216 gravity 8" DI
5774 Sonora Place(behind house)(Morgan Place) SGM002368 gravity 8" DI
6245 Cliffdale Road(behind house adjacent to private pond) SGM002326/SGM002327 gravity 8"VCP
6899 Green Creek Road(left side of property along drainage ditch) SGM007395/SGM007394 gravity 15"VCP
SGMOU2096/SGMOU2091/SGM002098/
SGM002099/SGM002100/SGM003258/
7225 to 7267 Ryan Street(Loch Lomond) SGM003259 gravity 8"DI
8529 Cartman Drive(rear of property across creek tributary to Little Rockfish
Creek) SGM019262 gravity 8"DI
8618 Amish Drive(rear of property across creek tributary to Little Rockfish
Creek) SGM019260 gravity 12"PVC
Sub-stream crossing location Facility/Synergen/WAM ID# Main type Size and material WAM PM

WQCS00007 ATTACHMENT A: High Priority Lines for Condition (V) (4)
JI�IVIVU3U25U/JUIVIUUJUtSJ/JI3IVIUU3UO3/
SGM006650/SGM006654/SGM006663/
SGM006672/SGM006677/SGM006683/
SGM006691/SGM006693/SGM006696/
All-American Expressway to Kinkead Court(parallel to west side of SGM006698/SGM006701 /SGM006705/
Buckhead Creek) SGM019950 gravity 8"VCP/15"VCP
Ann Street at entrance to landfill,east of truck turnaround SGM014208 gravity 36"concrete
Arbutus Trail to Lofton Drive SGM013646/SGM013647/SGM014426/SGM014422 gravity 8"VCP
Aster Court,northwest of Kornbow Lake(Julie Heights) SGM008104 gravity 15"concrete
Bowden Road,east side of Kornbow Lake SGM006347 gravity 15"concrete
Bragg Boulevard,approximately 233'west of Glenville Avenue(parallel to
storm drainage ditch) SGM029923 gravity 8"VCP
Bragg Boulevard to Havilah Road,north side west of Pilot Avenue SGM030654 gravity 8"DI
Brenda Drive,north side of Kornbow Lake SGM008820 gravity 18"concrete
SGMUU9U0//SGMUUYU08/SGMU0901 U/
SGM009010/SGM009012/SGM009077/
Cain Road to Acorn Street (Hazelwood Apartments/Eutaw Homes) SGM009078/SGM009079/SGM009082 gravity 8"VCP/CI/DI
JI.NIUU4OUb/JI.,IVIUU/U44/JbIVIUU/UO4/
SGM007059/SGM007063/SGM007066/
SGM007076/SGM011305/SGM011308/
SGM030337/SGM033858/SGM011312/ 8"/15"PVCNCP and
Camden Road to Old Moose Lodge SGM011313/SGM011314/SGM011315/ gravity 16"DI
Cape Fear River,approximately 7800'+/-southeast of 1-95 SFM000094 force 20"DI
Cliffdale Road,south side downstream of McFayden Lake SGM006645 gravity 27"DI
I,IVIULOU40/JUIVIUU(U I U/ U IO/
SGM007018/SGM007021/SGM022282/
SGM022283/SGM007037/SGM007062/
SGM007069/SGM007077/SGM007079/
Coventry Road to Lake Frances Place(parallel to east side of Buckhead SGM007085/SGM007087/SGM026026/
Creek with two creek crossings) SGM026069 gravity 8"DI/18"concrete
SGM008416/SGM008417/SGM008418/
SGM008419/SGM008420/SGM008421/
SGM008422/SGM008423/SGM025244/
SGM025243/SGM008424/SGM008425/
SGM008426/SGM008427/SGM008443/
SGM008447/SGM008454/SGM008455/
SGM008456/SGM008463/SGM008464/
SGM008465/SGM016293/SGM016294/
SGM016295/SGM016296/SGM016297/ 8"concrete/DI/CI/15"
Ellerslie Drive to Skye Drive SGM016298/SGM016299/SGM016300/ gravity concrete/16"DI
JVIVIV JJUyL/JU IVIUJJUJ/.SGIVIUZU'fLII I
SGM006740/SGM006745/SGM006747/
SGM023123/SGM006750/SGM021461/
SGM021460/SGM006757/SGM019720/
SGM006766/SGM006771/SGM006785/
SGM006786/SGM006787/SGM006788/ 30"CONC/36"CONC-
Gillespie Street to East Russell Street SGM013485/SGM013490/SGM013491 gravity CI
Sub-stream crossing location Facility/Synergen/WAM ID# Main type Size and material WAM PM

WQCS00007 ATTACHMENT A: High Priority Lines for Condition (V) (4)
J I�IVIUU3LUl�/JI�IVIUO I/DO/JL,IVIU3 I/JJ/
SGM015793/SGM015794/SGM015795/
SGM015796/SGM015797/SGM015798/
SGM015800/SGM015801/SGM024480/
Grande Oaks Drive to McFayden Drive(parallel to small chain of ponds SGM015818/SGM021398/SGM021399/
tributary to the Persimmon Creek) SGM021400/SGM021401/SGM021402/ gravity 8"DI/PVC/Cl/concrete
Harbour Pointe Place(McFayden Lake crossing) SGM002010 gravity 8" DI
Hoffer Drive,southeast of water treatment facility(river crossing) SFM000379 force main 16" HDPE
Kinkead Court(behind apartments crossing Buckhead Creek) SGM003309/SGM003314/SGM003317 gravity 8"DI/12"VCP-DI
Lake Club Drive(end of road across Blounts Creek) SGM011279 gravity 15"VCP-16" DI
Lands End Road to Lansdowne Drive(McFayden Lake crossing) SGM006592 gravity 12"DI
SUMU191/9/SGMU11450/SGMU12/39/
SGM012777/SGM012776/SGM016176/ 8"VCP/concrete/
Lionshead Road(behind condominiums along Lionshead Creek) SGM022126/SGM022113/SGM022117/ gravity folding-form liner
SGM00916U/SGMUU9163 1 SGMUU91/U/
SGM009171/SGM009172/SGM010271/
Mirror Lake Drive(downstream of dam, parallel to creek) SGM032852/SGM032853/SGM010272 gravity 24"concrete
Morrozoff Drive(Little Rockfish Creek) SGM007255 gravity 48"concrete
Murchison Road,southeast of Washington Drive SGM012153 gravity 24"CI
SUMUU2U62/SGM002063 I SGMU02U64 1
Riegelwood Street(parallel to drainage ditch from Brookford Court to SGM023936/SGM023936/SGM023931/
Irvington Court) SGM023931/SGM023935/SGM023938/ gravity 8"CONC/DI
/SGM009427/SGM009428/SGM009429/
Saddle Ridge Road to Shoreline Drive(paralleling and crossing stream SGM009430/SGM009431/SGM009432/ 8"concrete/folding-
tributary to Wooded Lake) SGM009433/SGM009434/SGM009435/ gravity form liner
Shortridge Road,approximately 725'east of roadway(creek crossing) SGM020528 gravity 8"DI
South King Street,approximately 300'south along railroad)(creek crossing) SFM000350 force main 10" HDPE
SGM006506/SGM006509/SGM006510/
South Reilly Road to McFayden Drive SGM006514/SGM006525/SGM006531 gravity 18" DI
SGM007416/SGM007417/SGM007418/
SGM007419/SGM007420/SGM007421/ 8"DI/15"concrete/
Stoneykirk Drive to Raeford Road(parallel to west side of Buckhead Creek) SGM007422/SGM007423/SGM007424 gravity 16"DI
Surrey Road(Gates Four) SGM020699 gravity 12"steel
J/,IVIUUOJ/y/JUIVIUUOJO//JUIVIUUOJOO/
SGM008589/SGM008590/SGM008591/
SGM008592/SGM008593/SGM008594/
SGM008631/SGM008632/SGM008633/
SGM008634/SGM008635/SGM008636/
Tallywood Drive to Swiftcreek Drive(Tallywood Lake) SGM008637 gravity 10"HDPE
U.S. Highway 301, north of Tom Starling Road SFM000073 force 6"HDPE
SGM001890/SGM001891 /SGM001892/
Waters Edge Drive(parallel to drainage ditch discharging to McFayden SGM001895/SGM001896/SGM001897/
Lake) SGM001907 gravity 8"concrete
Weiss Avenue,approximately 430' NW of bridge(creek crossing) SGM027022 gravity 24"DI
Sub-stream crossing location Facility/Synergen/WAM ID# Main type Size and material WAM PM

WQCS00007 ATTACHMENT A: High Priority Lines for Condition (V) (4)
SGM006799/SGM006804/SGM006805/
SGM006806/SGM012575/SGM012577/
Weiss Avenue to Robeson Street(north side parallel to Branson Creek) SGM012578 gravity 24"concrete
SGM000177/SGM000165/SGM000166/
Wilder Drive to Waters Edge Drive(parallel to stream tributary to Stewarts SGM000167/SGM000182/SGM026963/
Creek) SGM001876/SGM000183/SGM000184/ gravity 8"truss/conrete
J I�IVIUUJJJ.S/JUIVIUUJ iiL/JI,MUUJ,SJ I/
SGM003548/SGM003549/SGM027628/
SGM027632/SGM027631 /SGM027630/
SGM027629/SGM027636/SGM027635/
Village Drive, northwestern side of road behind properties,along drainage SGM003547/SGM003546/SGM003545/ 8"DI/PVC 12"
basin discharging to Buckhead Creek SGM003544/SGM003543/SGM003542 gravity DI/VCP

WQCSOOOO7 ATTACHMENT A: High Priority Lines for Condition (V) (4)
Exposed piping location WAM ID# Main type Size and material
1109 Topcon Street(east side of property at end of street)(Cliffdale Forest) SGM007946 gravity 8"DI
1238 Arailia Drive(behind house)(Hawthorne) SGM001535 gravity 8"DI
1514 Stansfield Drive(inside of Watershed property) SGM005250 gravity 12"VCP
1912 Swann Street(behind house,inside of Watershed property) SGM008906 gravity 8"CI
200 Grey Fox Lane(right side of property)(creek crossing) SGM005410 gravity 8"DI
2353 Rolling Hills Road(behind house)(Clairway) SGM011273 gravity 21"concrete
2450 Bragg Boulevard(Woodlea Apartments) SGM009098 gravity 8"CI
337 Porterfield Court(behind house)(Eastwood Village) SGM006386 gravity 21"concrete
3291 Florida Drive(right side of property crossing drainage ditch) SGM014573 gravity 8"CI
3501 Gables Drive(behind house)(Country Club Hills) SGM011658/SGM013050 gravity 12"DI/8"VC
374 Valley Road(behind house) SGM011130 I SGM011132 gravity 8"CI/10"CI
3926 Sarasota Drive(left side of property across drainage ditch)(Longview Gardens) SGM000338 gravity 8"DI
400 Oakland Drive(rear of property on West Drive side of property) SGM013135 gravity 12"CI
4017 Eastdale Drive(rear of property behind LS#41 across drainage ditch)(Longview Hills) SGM000334 gravity 12"DI
4123 Freedom Lane(behind house)(Creekbend) SGM018531 gravity 24"DI/PVC
510 Charleston Place(behind house)(Vanstory Hills) SGM024309 gravity 8"CI
5400 Ramsey Street(along Methodist College,southeast of old gymnasium SGM013714 gravity 8"DI
5490 Bellwood Court(rear of proeprty)(creek crossing) SGM002828 gravity 8"truss
646 Winslow Street(behind business),approximately 475'west of Winslow Street(ditch
crossing) SGM012573 gravity 16"DI
6881 Towbridge Road(behind house at edge of lrongate Lake)(Gates Four) SGM019840 gravity 12"CI
810 Westmont Drive(right side of house as facing property) SGM010923 gravity 15"concrete
987 Odom Drive(right side and rear of apartment,as facing property) SGM021374/SGM002882 gravity 8"DI/PVC
Belvedere Avenue(Mazarick Park behind picnic area right of ballfield) SGM010847 gravity 16"CI
Bragg Boulevard,south side west of Glenwood Drive SGM010916/SGM010921 gravity 15"concrete/16"CI
Gurley Street at dead-end SGM012549 gravity 8"DI
Neville Street,exposed in(2)locations-approximately 270'east of Thad Street and at the
intersection of Sewell Street(across drainage ditches) SFM000026 force 6"DI
Sherman Drive,north of dead-end,east of V.A. Hospital SGM006425 gravity 21"concrete
Strickland Bridge Road @ Kerfield Court(across drainage outlet) SGM031973 gravity 12"DI
Tom Starling Road,southeast of Corporation Drive SGM015274 gravity 18"DI

WQCS00007 ATTACHMENT A: High Priority Lines for Condition (V) (4)
Exposed piping location parallel to stream bank WAM ID# Main type Size and material
105 Lockwood Court&2519 Lockwood Road(behind houses) SGM005378/SGM006604/SGM029036 gravity 8"CI/15"concrete
1854 Cascade Street(behind house)(Holly Springs) SGM013029 gravity 24"concrete
404 Southampton Court(west side of property parallel to storm channel) SGM010363/SGM010364 gravity 12"CI
448 Person Street, behind restaurant adjacent to creek and under bridge 7748/16293 gravity 36"concrete Abandoned
5311 Sandstone Drive(behind house, north of power lines)(College Lakes) SGM011475 gravity 8"concrete
709 Wisconsin Drive(Greenbrier Hills) SGM030045 gravity 21"CI
Brainerd Avenue,southeast of dead-end, north of V.A. Hospital SGM014017 gravity 21"concrete
Cain Road to Acorn Street (Hazelwood Apartments/Eutaw Homes) SGM009009/#SGM009076 gravity 8"VCP/CI/DI
George Owen Road,east of Columbine Road SGM007224 gravity 30"concrete
Midred Street,east of dead-end along creek(Holly Springs) SGM012912 gravity 24"concrete
Mirror Lake Drive(downstream of dam) SGM009169 gravity 24"concrete
SGM012466/SGM025704/SGM025705/
Robeson Street to Winslow Street(at MLK Freeway) SGM012468/SGM012470 gravity 36"DI/30"concrete
South Cool Spring Street, northeast of Vanstory Street SGM006785 gravity 36"CI
Whitfield Street,east and west sides of street, north of Taft Street SGM016557/SGM016556 gravity 24"concrete

Sub-stream crossing location WAM ID# Main type Size and material 0&M system
Bridgeport lift station(rear of station across Stewart's Creek) SFM000217 force main 6"DI Hoke County
6178 Front Street, left side of property(across drainage ditch) SGM025985 gravity 8"PVC Norcess/Falcon
6184 Brooks Street, right side of property(across drainage ditch) SGM025925 gravity 12"PVC Norcess/Falcon
7743 Godwin-Falcon Road(north side of road across drainage ditch) SGM026229 gravity 10"PVC Norcess/Falcon
Brooks Street,approximately 180'west of North West Street(creek crossing) SGM025987 gravity 12"PVC Norcess/Falcon
Hudson Street,east side(creek crossings) SGM025923/SGM025937 gravity 12"PVC Norcess/Falcon
Hudson Street,west side(creek crossing) SGM025921 gravity 12"PVC Norcess/Falcon
3800 Barnsdale Drive, rear of property(across drainage ditch) SGM027281 gravity 12"PVC Norcess/Wade
7608 Sisk Culbreth Road(north side of road across stream tributary to the
Cape Fear River) SGM027110/SGM027168 gravity 8"/12" PVC Norcress/Godwin
434 Carol Street(west side of the road crossing under the Sandy Creek) SGM020804 gravity 8"DI Stedman

Aerial crossing location WAM ID# Main type Size and material 0&M system
Fayetteville Road at Hoke/Cumberland County line(across Little Rockfish Creek) SGM023576 gravity 16"DI Hoke County
164 Euclid Street(right rear of property)(across drainage ditch) SGM020839 gravity 10"DI Stedman

Exposed piping location WAM ID# Main type Size and material 0&M system
7059 South West Street(west side of road across drainage ditch-right side
of property) SGM025956 gravity 10"DI Norcess/Falcon

Collection System Operating Budget
FY 2022

Public Works Commission
Wastewater Construction ..
and Maintenance
Expenditures
•
FUND DIVISION/DEPARTMENT
002 0621 FY2019 FY2020 FY2021 FY2022 FY2022
COST TYPE/DESCRIPTION ACTUAL ACTUAL BUDGET RECOMMENDED ADOPTED
REGULAR SALARIES $2,432,390 $2,633,844 $2,776,800 $2,931,400 $2,931,400
FICA EXPENSE 211,833 230,633 223,700 229,700 229,700
BENEFITS 605,786 692,265 849,000 906,200 906,200
LABOR OVERHEAD 791,902 717,180 687,000 725,000 725,000
W/WW FACILITY MAINT.PERSONNEL CLEARING 143,279 171,144 387,700 424,900 424,900
TOTAL PERSONNEL SERVICES $4,185,190 $4,445,066 $4,924,200 $5,217,200 $5,217,200
0104 MATERIALS&SUPPLIES-WAREHOUSE $277,719 $261,999 $266,600 $271,500 $271,500
0106 MATERIALS&SUPPLIES 382,553 385,723 396,900 390,000 390,000
0108 FUEL GAS&DIESEL 0 0 200 200 200
0122 SALVAGE-SOLD FOR SCRAP (7,608) (4,567) (7,000) (6,000) (6,000)
0125 WATER METERS 51 54 200 200 200
0145 SAFETY SUPPLIES&EXPENSE 14,292 8,383 15,000 15,000 15,000
0146 EMERGENCY SUPPORT 96 54 100 100 100
0150 TOOLS 33,603 35,344 42,000 35,000 35,000
0152 EQUIPMENT&REPAIR PARTS 99,869 158,678 138,200 140,000 140,000
0156 CHEMICALS-WAREHOUSE 207 116 500 200 200
0157 CHEMICALS 7,562 2,136 6,900 7,600 7,600
0160 POWER COST 258,084 243,577 233,800 240,600 240,600
0401 OFFICE SUPPLIES 4,952 5,592 7,500 6,200 6,200
0402 POSTAGE/PRINT/STATIONERY 0 75 600 400 400
0405 VEHICLE ALLOWANCE 1,408 1,705 1,700 1,600 1,600
0409 TELEPHONE EXPENSE 19,018 19,999 20,300 20,500 20,500
0410 JANITORIAL SUPPLIES 2,103 1,845 2,000 2,000 2,000
0412 RENTAL OF EQUIPMENT 17,286 312 8,500 10,000 10,000
0414 DRAFTING SUPPLIES 0 0 100 0 0
0416 OFFICE FURNITURE&SMALL EQUIP. 0 0 2,300 2,000 2,000
0417 COMPUTER EQUIPMENT&SUPPLIES 4,480 13,426 43,500 66,400 66,400
0418 PHOTOCOPIER EXPENSE 1,567 1,683 1,400 1,700 1,700
0445 CUSTOMER CLAIMS 316 0 300 300 300
0452 MISC GENERAL EXPENSES 1,127 0 1,200 1,200 1,200
0453 DUES&FEES 83,483 88,107 98,700 86,000 86,000
0457 FREIGHT 8,874 7,037 24,000 20,000 20,000
0454 COMMUNITY RELATIONS 0 30 0 0 0
0462 LANDFILL EXPENSES 15,958 10,582 18,000 13,800 13,800
0463 WATER UTILITIES 8,994 10,403 9,600 9,500 9,500
0464 SEWER UTILITIES 1,267 1,449 1,300 1,300 1,300
0469 MAINTENANCE AGREEMENTS 544,843 567,280 634,000 564,900 564,900
0477 COMPUTER SYSTEM CONTRACTS 12,508 9,984 17,600 14,900 14,900
0497 SAFETY SUPPLIES&EXP.-WAREHOUSE 21,942 22,464 23,100 23,100 23,100
0503 EMPLOYEE WELFARE 1,296 1,553 2,000 2,000 2,000
0504 UNIFORM&JACKET EXPENSE 51,204 70,364 60,000 55,400 55,400
alb
PAGE 76

g
di
Public Works Commission
Wastewater Construction
and Maintenance
Expenditures
FUND DIVISION/DEPARTMENT
002 0621 FY2019 FY2020 FY2021 FY2022 FY2022
COST TYPE/DESCRIPTION ACTUAL ACTUAL BUDGET RECOMMENDED ADOPTED
0505 EMPLOYEE EDUCATION/SEMINARS 14,181 8,415 14,000 15,900 15,900
0524 PALLETS&OTHER DELIVERY EXP 50 0 0 0 0
0564 FACILITIES&GROUNDS MAINTENANCE 37,902 39,939 45,300 46,000 46,000
0701 FLEET SERVICES 17,965 21,669 24,600 25,000 25,000
0726 ALLOCATED FIBER 0 • 4,033 4,400 4,400 4,400
0814 WANW FACILITY MAINT.CLEARING 71,672 85,572 57,600 53,900 53,900
0850 VEHICLE&EQUIPMENT 820,643 997,398 694,900 860,900 860,900
0852 MATERIALS OVERHEAD 190,254 70,995 193,500 155,600 155,600
TOTAL OPERATING SERVICES $3,021,716 $3,153,410 $3,105,400 $3,159,300 $3,159,300
0435 CONTRACTUAL SERVICES $2,167,653 $1,595,661 $1,629,500 $1,863,000 $1,863,000
0438 SECURITY SERVICES 0 0 1,000 500 500
TOTAL CONTRACTUAL SERVICES $2,167,653 $1,595,661 $1,630,500 $1,863,500 $1,863,500
TOTAL OPERATING BUDGET $9,374,568 $9,194,137 $9,660,100 $10,240,000 $10,240,000
TOTAL CAPITAL BUDGET $0 $0 $0 $0 $0
TOTAL WASTEWATER CONST.&
MAINT.BUDGET $9,374,568 $9,194,137 $9,660,100 $10,240,000 $10,240,000
0
• •
PAGE 77

Collection System Capital Improvement Plan
FY 2022 - 2026
Forecast FY 2027-2031

FY 2022-FY 2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
FY 2022 WATER RESOURCES CIP BY ACCOUNT
Hoffer Plant Cross Creek Rockfish
0.69%
Glenville Lake Plant 3.65% 8 77%
0.89% Land&Land Rights
0.04%
Water Distribution
17.47%
Sanitary Sewer Collection
68.49%
FY 2022 FY 2023 FY 2024 FY 2025 FY 2026 FY 27-31 TOTAL 10 YEAR
Land&Land Rights 40,000 40,000 40,000 40,000 40,000 200,000 400,000
Water Distribution 17,097,000 23,566,000 37,001,000 28,492,000 44,615,000 141,938,000 292,709,000
Sanitary Sewer Collection 67,028,000 55,511,000 56,027,000 41,417,000 56,225,000 140,684,000 416,892,000
Glenville Lake Water Plant 869,000 991,000 0 0 0 0 1,860,000
P.O.Hoffer Water Plant 675,000 8,565,000 13,391,000 7,490,000 10,510,000 29,105,000 69,736,000
Cross Creek Treatment Plant 3,577,000 1,940,000 1,715,000 10,314,000 8,441,000 0 25,987,000
Rockfish Treatment Plant 8,584,000 8,598,000 25,293,000 27,829,000 17,401,000 0 87,705,000
Total 97,870,000 99,211,000 133,467,000 115,582,000 137,232,000 311,927,000 895,289,000
FY 2022-2031 WATER RESOURCES CIP BY ACCOUNT
350,000,000 7
300,000,000
•Rockfish Treatment Plant
250,000,000 7 Cross Creek Treatment
Plant
200,000,000 / •P.O.Hoffer Water Plant
/ •Glenville Lake Water Plant
150,000,000 f
IN Sanitary Sewer Collection
100,000,000 // ,„ ..
•Water Distribution
50,000,000 I I 111 •Land&Land Rights
0L1 pL'' 01-N 1.�L5 pL6 �ti
ci' c1' ci' c 1. k Fy L - "
F
PAGE 53

FY 2022-FY 2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
WATER RESOURCES FY 2021 CIP VS. FY 2022 CIP
70,000,000 7
60,000,000 /
SO,000 000 /
40,000,000 /
30,000,000
20,000,000 /
10,000,000
0
LAND&LAND WATER S/S GLENVILLE CROSS CREEK P.O.HOFFER ROCKFISH
RIGHTS DISTRIBUTION COLLECTION LAKE PLANT PLANT PLANT PLANT
■FY 2021 CIP 40,000 16,115,800 60,879,300 220,000 3,000 3,539,000 2,364,000
■FY 2022 CIP 40,000 17,097,000 67,028,000 869,000 3,577,000 675,000 8,584,000
FY 2021 CIP FY 2022 CIP
LAND&LAND RIGHTS 40,000 40,000
WATER DISTRIBUTION 16,115,800 17,097,000
S/S COLLECTION 60,879,300 67,028,000
GLENVILLE LAKE PLANT 220,000 869,000
CROSS CREEK PLANT 3,000 3,577,000
P.O.HOFFER PLANT 3,539,000 675,000
ROCKFISH PLANT 2,364,000 8,584,000
TOTAL WATER RESOURCES 83,161,100 97,870,000
FY 2021-2030 CIP FY 2022-2031 CIP
LAND&LAND RIGHTS 400,000 400,000
WA TER DISTRIBUTION 263,723,800 292,709,000
S/S COLLECTION 415,196,300 416,892,000
GLENVILLE LAKE PLANT 2,365,000 1,860,000
CROSS CREEK PLANT 22,088,000 25,987,000
P.O.HOFFER PLANT 65,855,000 69,736,000
ROCKFISH PLANT 84,149,000 87,705,000
TOTAL WATER RESOURCES 853,777,100 895,289,000
WATER RESOURCES COMPARATIVE TEN YEAR CIP
450,000,000 /
400,000,000 /
350,000,000 /
300,000,000 /
250,000,000 /
200,000,000 / _
150,000,000 II100,000,000 / _
50,000,000 III
LAND&LAND WATER S/S GLENVILLE CROSS CREEK P.O.HOFFER ROCKFISH
RIGHTS DISTRIBUTION COLLECTION LAKE PLANT PLANT PLANT PLANT
■FY 2021-2030 CIP 400,000 263,723,800 415,196,300 2,365,000 22,088,000 65,855,000 84,149,000
a FY 2022-2031 CIP 400,000 292,709,000 416,892,000 1,860,000 25,987,000 69,736,000 87,705,000
PAGE 54

FY2022 - FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY s TYPE PROJECT
WATER ADMINISTRATION 310000 Land and Land Rights Score Replacement
PROJECT TITLE High Expansion
Land and Land Rights-Sewer Medium X New X
Low Renovation
BID DATE
START CONSTRUCTION DATE BUDGET CODE
EXPECTED COMPLETION DATE CPR1000124
PROJECT DESCRIPTION&JUSTIFICATION
This project includes the costs associated with the acquisition of land and land ,```
rights due to wastewater treatment and collection system projects. The need
arises to purchase land and land rights for projects not associated with the
Capital Improvement Plan.
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Expenses
Land 15,000 15,000 15,000 15,000 15,000 75,000 150,000
Engineering - - - - - - -
Construction - - - - - - -
Equipment - - - - - - -
Personnel - - - - - - -
Other 5,000 5,000 5,000 5,000 5,000 25,000 50,000
Total 20,000 20,000 20,000 20,000 20,000 100,000 200,000
Pre-FY2021 Exp(Rolling 3 Yr Avg) 19,000
FY2021 Estimate 20,000
Total 239,000
FY2022 FY2023 F12024 Fl"2025 FY2026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund 20,000 20,000 20,000 20,000 20,000 100,000 200,000
Bonds - - - - - - -
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total 20,000 20,000 20,000 20,000 20,000 100,000 200,000
FY2022 FY2023 FY2024 F1'2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance (100) (100) (100) (100) (100) (500) (1,000)
Capital Outlays - - - - - -New Revenue - - - - - - -
Total (100) (100) (100) (100) (100) (500) (1,000)
*Priority Score: Med
WS 48
PAGE 74

FY2022 - FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement
PROJECT TITLE High X Expansion X
Medium New X
New Sewer Service Laterals and Sewer Main Extensions Low Renovation
BID DATE
START CONSTRUCTION DATE BUDGET CODE
EXPECTED COMPLETION DATE CPR1000125
PROJECT DESCRIPTION&JUSTIFICATION
This project includes the installation of new sewer services and new main
extensions by PWC and/or contractor forces to serve new customers.This project 1 l ` ! `
also includes the installation of parallel mains where needed. This project will
r.
add new customer base and provide system growth. An estimated 50 new 1 yr_
customers will be added each year.Revenue is based on 50 new customers times
the connection fee of$6,994 and 50 customers times the average bill of$36.70
times 12 months. _ r 11'
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Expenses
Land - - - - - - -
Engineering 60,000 63,000 66,000 69,000 72,000 378,000 708,000
Construction 260,000 273,000 287,000 301,000 316,000 1,659,000 3,096,000
Equipment 60,000 63,000 66,000 69,000 72,000 378,000 708,000
Personnel 100,000 105,000 110,000 116,000 122,000 641,000 1,194,000
Other - - - - - - -
Total 480,000 504,000 529,000 555,000 582,000 3,056,000 5,706,000
Pre-FY2021 Exp(Rolling 3 YrAvg) 409,000
FY2021 Estimate 480,000
Total 6,595,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund 480,000 504,000 529,000 555,000 582,000 3,056,000 5,706,000
Bonds - - - - - - -
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total 480,000 504,000 529,000 555,000 582,000 3,056,000 5,706,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance 4,000 4,000 4,000 4,000 4,000 20,000 40,000
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total 4,000 4,000 4,000 4,000 4,000 20,000 40,000
*Priority Score: Med
WS 49
PAGE 75

FY2022 -FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement X
PROJECT TITLE High X Expansion
Sewer Lateral Renewals(PWC Forces) Medium New
Low Renovation
BID DATE
START CONSTRUCTION DATE BUDGET CODE
EXPECTED COMPLETION DATE CPR1000126
PROJECT DESCRIPTION&JUSTIFICATION - �,_
This project will replace existing sewer laterals that have reached or exceeded ~i
their life expectancy and are not cost effective to repair.Renewing services defers 1 [
or reduces operating maintenance costs and reduces inflow and infiltration into . W
the collection system. This work is also coordinated with NCDOT and City 11�1
r
_
Street Resurfacing and Streetscape projects to avoid cutting pavement in streets __ Y
that have been recently resurfaced. `,Via"IPA" - '
FY2022 FY2023 F1202-1 FY2025 FY2026 FY27-31 Total
Expenses
Land - - - - - - -
Engineering - - - - - - -
Construction - - - - - - -
Equipment 400,000 410,000 420,000 430,000 440,000 2,265,000 4,365,000
Personnel 350,000 359,000 368,000 377,000 386,000 1,978,000 3,818,000
Other - - - - - - -
Total 750,000 769,000 788,000 807,000 826,000 4,243,000 8,183,000
Pre-FY2021 Exp(Rolling 3 YrAvg) 697,000
FY2021 Estimate 750,000
Total 9,630,000
FY2022 FY2023 F12024 FY2025 FY2026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund 750,000 769,000 788,000 807,000 826,000 4,243,000 8,183,000
Bonds - - - - - - -
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total 750,000 769,000 788,000 807,000 826,000 4,243,000 8,183,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance 1,000 1,000 1,000 1,000 1,000 5,000 10,000
Capital Outlays - - - - - -New Revenue - - - - - - -
Total 1,000 1,000 1,000 1,000 1,000 5,000 10,000
*Priority Score: Med
WS 50
PAGE 76

FY2022 - FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement
PROJECT TITLE High X Expansion
Sanitary Sewer Manhole Rehabilitation Medium New
Low Renovation X
BID DATE 9/1/2017
START CONSTRUCTION DATE 11/13/2017 BUDGET CODE
EXPECTED COMPLETION DATE 6/30/2030 CPR1000127
PROJECT DESCRIPTION&JUSTIFICATION : i it. '
This project will include labor and materials to rehabilitate deteriorated sanitary -
sewer manholes at various locations in the PWC collection system by contract. -
No new customers will be gained by this work.This work is needed to maintain ,'
the integrity of PWC's system.The budget will increase in order to rehabilitate or I ��
o —
replace 1/o of the system in accordance with the asset management plan. - - t � f
/-1-470
''. 116t -'
wpm ,
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Expenses
Land - - - - - - -
Engineering - - - - - - -
Construction 2,140,000 2,240,000 2,340,000 2,440,000 2,540,000 14,200,000 25,900,000
Equipment - - - - - - -
Personnel 60,000 60,000 60,000 60,000 60,000 300,000 600,000
Other - - - - - - -
Total 2,200,000 2,300,000 2,400,000 2,500,000 2,600,000 14,500,000 26,500,000
Pre-FY2021 Exp(Rolling 3 YrAvg) 1,874,000
FY2021 Estimate 2,100,000
Total 30,474,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund 2,200,000 2,300,000 2,400,000 2,500,000 2,600,000 14,500,000 26,500,000
Bonds - - - - - - -
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total 2,200,000 2,300,000 2,400,000 2,500,000 2,600,000 14,500,000 26,500,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 51
PAGE 77

FY2022 -FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement
PROJECT TITLE High X Expansion
Sanitary Sewer Main Rehabilitation Medium New
Low Renovation X
BID DATE 10/6/2017
START CONSTRUCTION DATE 1/15/2018 BUDGET CODE
EXPECTED COMPLETION DATE 6/30/2030 CPR1000128
PROJECT DESCRIPTION&JUSTIFICATION urn mprigv I L;,ks.: • r - PZ :;
This project will include labor and materials to rehabilitate deteriorated sanitary
sewer mains of various sizes and locations in the PWC collection system by _ t:
contract.No new customers will be gained by this work.This work is needed to �?
IP
maintain the integrity ofPWC's system.Additionally, deteriorated sewer laterals _
will be replaced/rehabilitated as part of this effort. The budget will increase in -�` x n _: �
order to rehabilitate or replace 1% of the system, in accordance with the asset - ` .
management plan. :rr
SANITARY SEWER MAIN REHABILITATION
FY2022 II2023 F1"2024 FY2025 FY2026 FY27-31 Total
Expenses
Land - - - - - - -
Engineering - - - - - - -
Construction 5,100,000 5,350,000 5,600,000 5,850,000 6,350,000 40,000,000 68,250,000
Equipment - - - - - - -
Personnel 220,000 220,000 220,000 220,000 220,000 1,100,000 2,200,000
Other 680,000 930,000 1,180,000 1,430,000 1,930,000 17,900,000 24,050,000
Total 6,000,000 6,500,000 7,000,000 7,500,000 8,500,000 59,000,000 94,500,000
Pre-FY2021 Exp(Rolling 3 YrAvg) 5,088,000
FY2021 Estimate 6,000,000
Total 105,588,000
FY2022 FY2023 FY2024 1:12025 FY2026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund 4,325,000 3,825,000 3,750,000 4,750,000 6,350,000 59,000,000 82,000,000
Bonds 1,675,000 2,675,000 3,250,000 2,750,000 2,150,000 - 12,500,000
Reserve - - - - - - -
NCDOT Reserve-W/W W - - - - - - -
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - - 1
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total 6,000,000 6,500,000 7,000,000 7,500,000 8,500,000 59,000,000 94,500,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 52
PAGE 78

FY2022 -FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement
PROJECT TITLE High X Expansion
Lift Station Rehabilitation Medium New
Low Renovation X
BID DATE 8/16/2017
START CONSTRUCTION DATE 1/15/2018 BUDGET CODE
EXPECTED COMPLETION DATE 6/30/2029 CPR1000390
PROJECT DESCRIPTION&JUSTIFICATION
The project involves the rehabilitation of various lift station wet wells utilizing
an epoxy coating. The wet wells are suffering from severe deterioration caused
by hydrogen sulfide damage and resulting in need for rehabilitation.This work is
necessary to maintain the integrity of the lift stations. �+
—3ElliftVC.—
�P...' ' •''J
H 0 df OWN UTILITY
FY2022 FY2023 FY2024 F12025 FY2026 FY27-31 Total
Expenses
Land - - - - - - -
Engineering - - - - - - -
Construction 600,000 600,000 600,000 600,000 600,000 1,800,000 4,800,000
Equipment - - - - - - -
Personnel 10,000 10,000 10,000 10,000 10,000 30,000 80,000
Other - - - - - - -
Total 610,000 610,000 610,000 610,000 610,000 1,830,000 4,880,000
Pre-FY2021 Exp(Rolling 3 YrAvg) 851,000
FY2021 Estimate 610,000
Total 6,341,000
FY2022 FY2023 F1"2024 FY2025 FY2026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund 610,000 610,000 610,000 610,000 610,000 1,830,000 4,880,000
Bonds - - - - - - -
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total 610,000 610,000 610,000 610,000 610,000 1,830,000 4,880,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 53
PAGE 79

FY2022 - FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement
PROJECT TITLE High X Expansion
Lift Station Electrical Upgrades Medium New
Low Renovation X
BID DATE 10/15/2023
START CONSTRUCTION DATE 2/15/2024 BUDGET CODE
EXPECTED COMPLETION DATE 2/15/2027 CPR1000442
PROJECT DESCRIPTION&JUSTIFICATION -E '; f i� .-.,..+—
This project involves replacement of the electrical and mechanical controls at the ;���a jr: A
o--.7 4
East Fayetteville Lift Station,Cargill Lift Station,and Locks Creek Lift Station. .k": ?�-j
All lift stations were constructed over 30 years ago and replacement parts for the ;+:;gym .,!-; _ r :,= y � �
electrical and mechanical controls are becoming obsolete. Additionally, PWC r ,2irs. ,-Yrq'�';, �
will look at upgrading to variable frequency drives to allow for smoother starts ' E- .tip'• 1'µ t^ �_ �Art f'��
and stops reducing stresses on the force mains and associated piping. The Cargill tootT11a� 4 +-
LS controls are subject to flooding which will be raised as part of this project. Ay� +,,.�, " / v
preliminary engineering report will be completed for each lift station in order to �� .� -`,
review options and determine a final design. This work is necessary to facilitate i •. .X,L" AZ
operation and maintenance of the lift stations. , Aillid&
**46 1 II k.a .
FY2022 1,12023 FY2024 FY2025 FY2026 FY27-31 Total
Expenses
Land - - - - - - -
Engineering" - 250,000 275,000 350,000 150,000 75,000 1,100,000
Construction - - 500,000 2,000,000 1,500,000 1,000,000 5,000,000
Equipment - - - - - - -
Personnel - 10,000 20,000 50,000 40,000 20,000 140,000
Other - - - - - - -
Total - 260,000 795,000 2,400,000 1,690,000 1,095,000 6,240,000
Pre-FY2021 Exp(Rolling 3 YrAvg) -
FY2021 Estimate -
Total 6,240,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund - 260,000 795,000 2,400,000 1,690,000 1,095,000 6,240,000
Bonds - - - - - - -
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total - 260,000 795,000 2,400,000 1,690,000 1,095,000 6,240,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 54
PAGE 80

FY2022 -FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement X
PROJECT TITLE High X Expansion X
North Fayetteville Lift Station Upgrades-Phase 4 Medium New
Low Renovation
BID DATE 12/15/2021
START CONSTRUCTION DATE 3/15/2022 BUDGET CODE
EXPECTED COMPLETION DATE 3/15/2023 CPR1000426
PROJECT DESCRIPTION&JUSTIFICATION '' _.
The electrical and mechanical controls at the N. Fayetteville Lift Station (LS I!
#48) are 30 years old, and it is becoming difficult to fmd replacement parts.
PWC completed the preliminary evaluation in FY2020, and design of the
selected option is expected to begin in FY2021. Construction is anticipated to
start in late FY2022 and be complete in FY2023. This project will install
mechanical and electrical upgrades that are needed to efficiently operate and •
maintain the lift station, as well as to serve the expected growth in the North _ -
Fayetteville area. - -�` =- - '
.
FY2022 FY2023 FY2024 FY2025 FY2026 Fl"27-31 Total
Expenses
Land - - - - - - -
Engineering 150,000 80,000 - - - - 230,000
Construction 550,000 2,300,000 - - - - 2,850,000
Equipment - - - - - - -
Personnel 10,000 10,000 - - - - 20,000
Other - - - - - - -
Total 710,000 2,390,000 - - - - 3,100,000
Pre-FY2021 Exp(Rolling 3 Yr Avg) 52,000
FY2021 Estimate 126,000
Total 3,278,000
FY2022 FY2023 F1'2024 FY2025 F12026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund - - - - - - -
Bonds 710,000 2,390,000 - - - - 3,100,000
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total 710,000 2,390,000 - - - - 3,100,000
FY2022 FY2023 FY2024 Fl"2025 F1'2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 55
PAGE 81

FY2022 - FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement
PROJECT TITLE High X Expansion X
Longview Lift Station and Force Main Upgrade Medium New
Low Renovation X
BID DATE 11/15/2021
START CONSTRUCTION DATE 2/13/2022 BUDGET CODE
EXPECTED COMPLETION DATE 11/10/2022 CPR1000311
PROJECT DESCRIPTION&JUSTIFICATION A
11
This project will upgrade the existing Longview Lift Station and Force Main.
The lift station currently operates at about 90%of capacity.The station is located
just south of Methodist University,east of Ramsey Street. This area is expected
to have continued growth.This service area includes Annexation Areas 30&31
which are scheduled to begin construction in 2023. This service area also :.,,. ,„..,,,,,c-,.,
includes at least one known development for a new shopping center. A project
preliminary engineering report was completed in FY19 with detailed design
slated for FY20 and FY21. Construction will begin in FY22 and wrap up in
FY23. 0
PP, .9
FY2022 FY2023 F12024 1:12025 FY2026 FY27-31 Total
Expenses
Land - - - - - - -
Engineering 40,000 15,000 - - - - 55,000
Construction 800,000 550,000 - - - - 1,350,000
Equipment - - - - - - -
Personnel 20,000 10,000 - - - - 30,000
Other - - - - - - -
Total 860,000 575,000 - - - - 1,435,000
Pre-FY2021 Exp(Rolling 3 Yr Avg) 19,000
FY2021 Estimate 40,000
Total 1,494,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund - - - - - - -
Bonds 860,000 575,000 - - - - 1,435,000
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total 860,000 575,000 - - - - 1,435,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays (163,000) (163,000) (163,000) (163,000) (163,000) (815,000) (1,630,000)
New Revenue - - - - - - -
Total (163,000) (163,000) (163,000) (163,000) (163,000) (815,000) (1,630,000)
*Priority Score: Med
WS 56
PAGE 82

FY2022-FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement X
PROJECT TITLE High Expansion
King Street Lift Station Replacement Medium X New
Low Renovation
BID DATE 10/15/2025
START CONSTRUCTION DATE 3/15/2026 BUDGET CODE
EXPECTED COMPLETION DATE 6/30/2027 CPR1000490
PROJECT DESCRIPTION&JUSTIFICATION , , 1 . J V�
This project will look to replace the existing King Street Lift Station with a ' rpal I ,ice,wJ 1 l _
larger, regional lift station. This regional lift station would provide additional - ���� ��
sewer service to the King Street/Old Wilmington Road service area, as well as �/�� 1 ,oi
11111,
potentially eliminate the PWC lift station. A preliminary engineering report `���Ii • l
(PER)will be prepared to determine the feasibility of a regional lift station, as kV . i
well as to examine the benefits and costs. Design and construction will followai BP . g
upon completion of the PER. It is anticipated that the PER will be completed in t
` n� _
Ti
FY2024, with design beginning in FY2025. Construction is anticipated to be 111
_✓
completed in FY2027. ��
`. 1
FY2022 FY2023 F12024 FY2025 FY2026 FY27-31 Total
Expenses
Land - - - - - - -
Engineering - - 200,000 75,000 100,000 75,000 450,000
Construction - - - - 500,000 1,500,000 2,000,000
Equipment - - - - - - -
Personnel - 10,000 10,000 10,000 20,000 20,000 70,000
Other - - - - - - -
Total - 10,000 210,000 85,000 620,000 1,595,000 2,520,000
Pre-FY2021 Exp(Rolling 3 Yr Avg) -
FY2021 Estimate -
Total 2,520,000
FY2022 FY2023 Fl"2024 FY2025 FY2026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund - 10,000 210,000 85,000 620,000 1,595,000 2,520,000
Bonds - - - - - - -
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total - 10,000 210,000 85,000 620,000 1,595,000 2,520,000
FY2022 FY2023 F1'2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 57
PAGE 83

FY2022 -FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement X
PROJECT TITLE High X Expansion
Medium New
Replace Lift Station#72-Cypress Lakes#1 Low Renovation
BID DATE 11/17/2022
START CONSTRUCTION DATE 2/15/2023 BUDGET CODE
EXPECTED COMPLETION DATE 10/13/2023 CPR1000498
PROJECT DESCRIPTION&JUSTIFICATION
The existing Cypress Lakes#1 Lift Station(PWC Lift Station#72)is presently
operating near maximum capacity.Recent and proposed residential development
in this service area requires the pump rate be increased to maintain regulatory -
compliance. This project will construct a new submersible pump lift station to
replace the existing above-ground configured station. Engineering will
commence in FY22 with construction in FY23 and FY24.
FY2022 FY2023 FY2024 F1'2025 FY2026 FY27-31 Total
Expenses
Land - 25,000 - - - - 25,000
Engineering 30,000 60,000 60,000 - - - 150,000
Construction - 500,000 475,000 - - - 975,000
Equipment - - - - - - -
Personnel 18,000 18,000 18,000 - - - 54,000
Other - - - - - - -
Total 48,000 603,000 553,000 - - - 1,204,000
Pre-FY2021 Exp(Rolling 3 YrAvg) -
FY2021 Estimate -
Total 1,204,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund 48,000 603,000 553,000 - - - 1,204,000
Bonds - - - - - - -
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total 48,000 603,000 553,000 - - - 1,204,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 58
PAGE 84

FY2022 -FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement X
PROJECT TITLE High Expansion
Replacement of HDPE-Lined Sewer Mains Medium X New
Low Renovation
BID DATE 5/15/2022
START CONSTRUCTION DATE 1/15/2023 BUDGET CODE
EXPECTED COMPLETION DATE 6/30/2027 CPR1000489
PROJECT DESCRIPTION&JUSTIFICATION
This project will replace various sections of high-density polyethylene-lined
sewer mains that are causing significant operation and maintenance issues for
PWC. Many years ago,PWC installed HDPE liners in sewer mains to address
structural issues. However, over time, these HDPE-lined mains have had .3ERilft.
maintenance issues due to grease blockages and flow capacity concerns. It is
anticipated that a design-build contract will be let to assist PWC in prioritizing ./t� O
etU�S
those areas that need replacing,as well as to expedite design and construction of
the replacement mains. The design-build RFQ is anticipated to be issued in late H fb40 OWN UTILITY
FY2022, with design and construction starting in FY2023. The design-build
contract is expected to be in place for a period of five(5)years.
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Expenses
Land - - - - - - -
Engineering - 100,000 200,000 200,000 200,000 200,000 900,000
Construction - 500,000 1,500,000 1,500,000 1,500,000 1,500,000 6,500,000
Equipment - - - - - - -
Personnel 10,000 20,000 20,000 20,000 20,000 20,000 110,000
Other - - - - - - -
Total 10,000 620,000 1,720,000 1,720,000 1,720,000 1,720,000 7,510,000
Pre-FY2021 Exp(Rolling 3 YrAvg) -
FY2021 Estimate -
Total 7,510,000
FY2022 FY2023 FY2024 FY2025 FY2026 F127-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund 10,000 620,000 1,720,000 1,720,000 1,720,000 1,720,000 7,510,000
Bonds - - - - - - -
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total 10,000 620,000 1,720,000 1,720,000 1,720,000 1,720,000 7,510,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 59
PAGE 85

FY2022 - FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement
PROJECT TITLE High X Expansion
Line 54"Outfall-Research Drive to I-95 Medium New
Low Renovation X
BID DATE 7/15/2021
START CONSTRUCTION DATE 11/15/2021 BUDGET CODE
EXPECTED COMPLETION DATE 6/30/2024 CPR1000194
PROJECT DESCRIPTION&JUSTIFICATION r
This project would line approximately 4,000 LF of 54-inch concrete outfall,from A Research Drive to I-95.Recent CCTV inspections indicate this section of outfallhas hydrogen sulfide damage and needs rehabilitation. Several sections have
PPolli
exposed rebar. Failure of this outfall would result in significant construction, 4�_
environmental and social costs. This project is the second of several that will
rehabilitate the 54-inch outfall from US 301 to the Rockfish Creek WRF. This ��
project includes the installation of two(2)bores underneath Research Drive and I•
'4
95 in order to bypass the sewer while the outfall is being lined. The construction
of the bores will occur prior to the rehabilitation project. Construction of the
bores is anticipated to start in FY2022,and the rehabilitation is scheduled to start
in FY2023.
FY2022 FY2023 FY202.1 FY2025 FY2026 FY27-31 Total
Expenses
Land 50,000 - - - - - 50,000
Engineering 50,000 20,000 - - - - 70,000
Construction 575,000 950,000 1,800,000 - - - 3,325,000
Equipment - - - - - - -
Personnel 20,000 30,000 30,000 - - - 80,000
Other - - - - - - -
Total 695,000 1,000,000 1,830,000 - - - 3,525,000
Pre-FY2021 Exp(Rolling 3 YrAvg) 26,000
FY2021 Estimate 55,000
Total 3,606,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund 695,000 - - - - - • 695,000
Bonds - 1,000,000 1,830,000 - - - 2,830,000
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total 695,000 1,000,000 1,830,000 - - - 3,525,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 60
PAGE 86

FY2022- FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement
PROJECT TITLE High X Expansion X
P
Rockfish Creek Basin Peak Flow Facilities Medium New X
Low Renovation
BID DATE 9/15/2020
START CONSTRUCTION DATE 1/15/2021 BUDGET CODE
EXPECTED COMPLETION DATE 4/10/2022 CPR1000135
PROJECT DESCRIPTION&JUSTIFICATION , \ t(` 1 I' '
"This project will construct improvements necessary to relieve portions of the l' '�„go V,
__
Rockfish Creek Basin interceptor system susceptible to surcharging and potential ~
overflows during periods of extreme wet weather.The first phase of engineering MIN
completed in FY 11 confirmed the location of collection system bottlenecks.The ; %Iiiiii, 4%.11
second phase of engineering started in FY17 and provided the updated basis of
design for a 3.5 MG offline Equalization and Pumping Facility located near the
junction of the existing 36" and 42" interceptor mains north of Camden Road
and west of George Owen Road.This project has been selected to be funded by 11.
the NCDEQ State Revolving Loan Program. Bids were received in September : 1`
•2020 and construction will commence in January 2021. 1 ,`
Maim. /rl;�/L -4
1 \‘_____celf:
FY2022 FY2023 FY2024 FY2025 FY2026 F127-31 Total
Expenses
Land - - - - - - -
Engineering 691,000 87,000 - - - - 778,000
Construction 8,378,000 - - - - - 8,378,000
Equipment - - - - - - -
Personnel 20,000 - - - - - 20,000
Other - - - - - - -
Total 9,089,000 87,000 - - - - 9,176,000
Pre-FY2021 Exp(Rolling 3 YrAvg) 2,061,000
FY2021 Estimate 446,000
Total 11,683,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund - - - - - - -
Bonds - - - - - - -
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund 9,089,000 87,000 - - - - 9,176,000
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total 9,089,000 87,000 - - - - 9,176,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance (20,000) (20,000) (20,000) (20,000) (20,000) (100,000) (200,000)
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total (20,000) (20,000) (20,000) (20,000) (20,000) (100,000) (200,000)
*Priority Score: Med
WS 61
PAGE 87

FY2022 - FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement
PROJECT TITLE High X Expansion
Freedom Town Center Sewer Replacement Medium New X
Low Renovation
BID DATE 1/15/2021
START CONSTRUCTION DATE 4/1/2021 BUDGET CODE
EXPECTED COMPLETION DATE 12/1/2021 CPR1000397
PROJECT DESCRIPTION&JUSTIFICATION I i /
This project will replace approximately 1,800 linear feet of 8-inch HDPE-lined
concrete sewer mains. Replacement of these mains will reduce the likelihood of '‘E
future sewer spills and facilitate maintenance activities. Engineering was started / /
in FY 2018 and the project is expected to be completed in FY 2022.
FY2022 FY2023 FY2024 FY2025 FY2026 F1'27-31 Total
Expenses
Land - - - - - - -
Engineering 40,000 - - - - - 40,000
Construction 850,000 - - - - - 850,000
Equipment - - - - - - -
Personnel 10,000 - - - - - 10,000
Other - - - - - - -
Total 900,000 - - - - - 900,000
Pre-FY2021 Exp(Rolling 3 YrAvg) 176,000
FY2021 Estimate 462,000
Total 1,538,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund - - - - - - -
Bonds 900,000 - - - - - 900,000
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total 900,000 - - - - - 900,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 62
PAGE 88

FY2022 - FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement
PROJECT TITLE High X Expansion
Phase V Annexation Medium New X
Low Renovation
BID DATE 6/1/2009
START CONSTRUCTION DATE 11/12/2009 BUDGET CODE
EXPECTED COMPLETION DATE 8/24/2028 CPR1000130
PROJECT DESCRIPTION&JUSTIFICATION �� ' . vf- ,-•1 r• -,.....A .
This project will provide sewer service to the construction areas for Phase V __`������ �
Annexation. These areas were annexed into the City of Fayetteville in 2005.
Design for construction areas began in FY09.Each fiscal year thereafter,the next ��� .o Ars
s �, ,
two consecutive construction areas will have sewer installed. Approximately = ���a V , j E
600 new sewer services will be added each fiscal year. Connection rates are f a��� .. r7 • ',4 E
assumed to be 50% firstyear, 10/o secondyear, and 5/o eachyear after. The ... �--1 1 . m. mr
51 1� a etG
assumed revenue per customer is$36.68 with no escalation of the revenue over _•�� �``-'A"-:�� §�• a = Q.
time. � ``� $ ��
fi..,,,I-we,,.:----
Phase V Annexation-Sewer Main Extensions
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Expenses
Land 1,655,000 828,000 675,000 667,000 104,000 - 3,929,000
Engineering 2,690,000 2,879,000 2,104,000 2,331,000 1,921,000 1,555,000 13,480,000
Construction 18,892,000 21,881,000 23,151,000 15,122,000 27,052,000 16,805,000 122,903,000
Equipment - - - - - - -
Personnel 1,000,000 902,000 673,000 903,000 744,000 595,000 4,817,000
Other 90,000 127,000 188,000 124,000 177,000 106,000 812,000
Total 24,327,000 26,617,000 26,791,000 19,147,000 29,998,000 19,061,000 145,941,000
Pre-FY2021 Exp(Rolling 3 YrAvg) 87,677,000
FY2021 Estimate 15,372,000
Total 248,990,000
FY2022 FY2023 FY2024 F1"2025 FY2026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund - - - - - - -
Bonds - - - - - - -
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund - - - - - - -
Annex V Reserve 24,327,000 26,617,000 26,791,000 19,147,000 29,998,000 19,061,000 145,941,000
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total 24,327,000 26,617,000 26,791,000 19,147,000 29,998,000 19,061,000 145,941,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance 2,185,000 2,448,000 2,798,000 3,164,000 3,523,000 20,203,000 34,321,000
Capital Outlays - - - - - - -
New Revenue (1,567,000) (1,769,000) (1,989,000) (2,240,000) (2,426,000) (15,483,000) (25,474,000)
Total 618,000 679,000 809,000 924,000 1,097,000 4,720,000 8,847,000
*Priority Score: Med
WS 63
PAGE 89

FY2022 - FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement X
PROJECT TITLE High X Expansion
Replacement of the Shadowlawn Aerial Sewer Crossing Medium New X
Low Renovation
BID DATE 7/30/2021
START CONSTRUCTION DATE 11/30/2021 BUDGET CODE
EXPECTED COMPLETION DATE 5/15/2022 CPR1000438
PROJECT DESCRIPTION&JUSTIFICATION
This project will replace the existing 8-inch and 16-inch cast iron aerial sewer r,•
crossings off Shadowlawn Drive. The 16-inch aerial crossing consists of
concrete piers supporting the 16-inch pipe. High stream flows during Hurricane
Florence caused the piers to become unstable, threatening the integrity of the
crossing. This crossing was initially constructed in 1952 and has reached the end / 1 of its service life. Replacement is necessary to ensure no additional damage ; °
occurs due to high flow events, and to minimize maintenance costs. It is
anticipated that FEMA will reimburse PWC for a portion of this cost. Design is
anticipated to start in FY2020,with construction occurring in FY2022. The 8- '"'"""
inch aerial crossing is also need of replacement in order to meet PWC's current N , a _ _
standards. Replacement of the 8-inch aerial crossing will not be reimbursed by f jJ
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Expenses
Land - - - - - - -
Engineering 110,000 - - - - - 110,000
Construction 850,000 - - - - - 850,000
Equipment - - - - - - -
Personnel 20,000 - - - - - 20,000
Other - - - - - - -
Total 980,000 - - - - - 980,000
Pre-FY2021 Exp(Rolling 3 YrAvg) 80,000
FY2021 Estimate 140,000
Total 1,200,000
FY2022 FY2023 F12024 FY2025 FY2026 F127-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund 980,000 - - - - - 980,000
Bonds - - - - - - -
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total 980,000 - - - - - 980,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 64
PAGE 90

FY2022 -FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement X
PROJECT TITLE High X Expansion
Lamon Street Aerial Sewer Replacement Medium New
Low Renovation
BID DATE 12/1/2023
START CONSTRUCTION DATE 3/1/2024 BUDGET CODE
EXPECTED COMPLETION DATE 5/1/2025 CPR1000443
PROJECT DESCRIPTION&JUSTIFICATION
This project will replace the existing 42-inch aerial sanitary sewer crossing near Ayr . .d
Lamon Street that discharges to the Cross Creek Water Reclamation Facility. i,AI I
This crossing has been damaged and the piers have been undermined multiple Am
times.Inspections prior to Hurricane Matthew and Hurricane Florence indicated 1, . 7,�
that repairs of the structure would be necessary. Inspections after each of the �''� .-�=
hurricanes revealed additional damages, necessitating replacement of the y� �t�q' 14 , is~
structure. The size of the sanitary sewer main will be increased as part of this ,�ti �.o�NW T1
project as well in anticipation for increased future flows.Engineering is planned � + '� `�� Or
for FY23 and construction is expected to be completed in FY25. ~`��,'j*•mp-41W ��
aritswilr r. , VP
At Sii in
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Expenses
Land - - - - - - -
Engineering - 175,000 175,000 120,000 - - 470,000
Construction - - 1,000,000 1,500,000 - - 2,500,000
Equipment - - - - - - -
Personnel - 10,000 10,000 10,000 - - 30,000
Other - - - - - - -
Total - 185,000 1,185,000 1,630,000 - - 3,000,000
Pre-FY2021 Exp(Rolling 3 Yr Avg) -
FY2021 Estimate -
Total 3,000,000
FY2022 FY2023 FY2024 FY2025 FY2026 F1'27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund - 185,000 1,185,000 1,630,000 - - 3,000,000
Bonds - - - - - - -
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total - 185,000 1,185,000 1,630,000 - - 3,000,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 65
PAGE 91 I

FY2022 -FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement X
PROJECT TITLE High X Expansion
McFadyen Lake Sewer Main Rehabilitation Medium New
Low Renovation X
BID DATE 1/30/2026
START CONSTRUCTION DATE 4/15/2026 BUDGET CODE
EXPECTED COMPLETION DATE 4/15/2027 CPR1000446
PROJECT DESCRIPTION&JUSTIFICATION A .1 '� 1 !-
This project would line approximately 6,000 LF of 27-inch concrete sewer main �, 1 .
from Youngberry Street to Cliffdale Road. This existing outfall runs along and J �=—
under McFadyen Lake. Recent CCTV inspections have found infiltration and ,I �A� '
deterioration of the concrete main. Given the location of the main and the �`z 4:.—
difficult access,it is anticipated that this project may be constructed as a design- .`w
build or a Construction Manager At Risk(CMAR)project. Design is anticipated
to be completed in FY 2026 with construction starting in FY 2026.
iri Eiallnellitre ../
Ilk 44,
' 'Y1 ! 1 . 'I'� ,` ,
FY2022 Fl"2023 I'l"2024 FY2025 FY2026 FY27-31 Total
Expenses
Land - - - - - - -
Engineering - - - 100,000 300,000 75,000 475,000
Construction - - - - 800,000 2,400,000 3,200,000
Equipment - - - - - - -
Personnel - - - 10,000 10,000 10,000 30,000
Other - - - - - - -
Total - - - 110,000 1,110,000 2,485,000 3,705,000
Pre-FY2021 Exp(Rolling 3 YrAvg) -
FY2021 Estimate -
Total 3,705,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund - - - 110,000 1,110,000 2,485,000 3,705,000
Bonds - - - - - - -
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total - - - 110,000 1,110,000 2,485,000 3,705,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 66
PAGE 92

FY2022 -FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement X
PROJECT TITLE High Expansion
Medium X New
Line North Street Outfall,Milan Road to Gale Street
Low Renovation X
BID DATE 4/15/2027
START CONSTRUCTION DATE 10/1/2027 BUDGET CODE
EXPECTED COMPLETION DATE 6/30/2028 CPR1000451
PROJECT DESCRIPTION&JUSTIFICATION J I .
This project will line approximately 5,400 LF of 21-inch and 24-inch clay sewer �I
main between Milan Road and Gale Street. Recent CCTV inspections have .;
indicated significant defects within this section of the outfall.This outfall serves
a large portion of central and northern Fayetteville.Failure of this main would
result in significant construction,social,and environmental costs.
le 1
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Expenses
Land - - - - - - -
Engineering - - - - - - -
Construction - - - - - 900,000 900,000
Equipment - - - - - - -
Personnel - - - - - 20,000 20,000
Other - - - - - - -
Total - - - - - 920,000 920,000
Pre-FY2021 Exp(Rolling 3 YrAvg) -
FY2021 Estimate -
Total 920,000
FY2022 FY2023 F12024 FY2025 1.12026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund - - - - - 920,000 920,000
Bonds - - - - - - -
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total - - - - - 920,000 920,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 67
PAGE 93

FY2022 - FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement X j
PROJECT TITLE High Expansion
Old Wilmington Road Sewer Replacement Medium X New
Low Renovation
BID DATE 12/15/2030
START CONSTRUCTION DATE 3/15/2031 BUDGET CODE
EXPECTED COMPLETION DATE 3/15/2032 CPR1000156
PROJECT DESCRIPTION&JUSTIFICATION �'� /v C�
This project consists of replacing the existing 21-inch and 8-inch sewer mains A �� .eks`v C��>_
with 24-inch and 12-inch sewer mains. This project is necessary to convey the s.
peak wet weather flows in this drainage basin.Further,the existing sewer mains /4*'1I,J/1,�.#I
are vitrified clay,and nearing the end of their service life.Approximately 4,900 Ar
, .
LF of 24-inch and 1,800 LF of 12-inch sewer mains will be installed. This 'i,,�r• Air Pi
project was identified and recommended in the 2008 Cross Creek Sanitary Sewerdipaosillwa* �� 1
Master Plan. fJ/
\
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 "I otal
Expenses
Land - - - - - 100,000 100,000
Engineering - - - - - 420,000 420,000
Construction - - - - - 450,000 450,000
Equipment - - - - - - -
Personnel - - - - - 30,000 30,000
Other - - - - - - -
Total - - - - - 1,000,000 1,000,000
Pre-FY2021 Exp(Rolling 3 YrAvg) 5,000
FY2021 Estimate -
Total 1,005,000
FY2022 Fl"2023 FY2024 Fl"2025 FY2026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund - - - - - 1,000,000 1,000,000
Bonds - - - - - - -
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total - - - - - 1,000,000 1,000,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 68
PAGE 94

I
FY2022 -FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
rownrooraz
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement X
PROJECT TITLE High X Expansion
Murchison Road Sewer Improvements,(Jasper St.to Murchison Rd.) Medium New
Low Renovation X
BID DATE 12/15/2022
START CONSTRUCTION DATE 3/15/2023 BUDGET CODE
EXPECTED COMPLETION DATE 3/15/2024 CPR1000139
PROJECT DESCRIPTION&JUSTIFICATION
This project involves the replacement of approximately 3,700 linear feet of 8- >A \
4
inch high-density polyethylene pipe (HDPE)-lined vitrified clay sewer mains -\
with new 12-inch sewer mains,and replace approximately 1,750 linear feet of fl-
inch and 10-inch sewer mains with new 12-inch ductile iron pipe sewer mains.
Replacement of the 8-inch HDPE-lined mains will reduce the likelihood of future
sewer spills and facilitate maintenance activities.Replacement of the 8-inch and
10-inch sewer main is necessary to convey the peak wet weather flows in this
drainage basin. This project was initially identified in the 2008 Cross Creek
Sanitary Sewer Master Plan. Recent flow monitoring and modeling confirmed
that the existing lines were unable to convey the peak wet weather flows. r
r
im
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Expenses
Land 10,000 - - - - - 10,000
Engineering - - - - - - -
Construction - 500,000 1,100,000 - - - 1,600,000
Equipment - - - - - - -
Personnel 10,000 10,000 10,000 - - - 30,000
Other 20,000 - - - - - 20,000
Total 40,000 510,000 1,110,000 - - - 1,660,000
Pre-FY2021 Exp(Rolling 3 YrAvg) 35,000
FY2021 Estimate 18,000
Total 1,713,000
F1'2022 FY2023 FY2024 FY2025 I12026 1.127-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund 40,000 510,000 1,110,000 - - - 1,660,000
Bonds - - - - - - -
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total 40,000 510,000 1,110,000 - - - 1,660,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med I
WS 69
PAGE 95 I

FY2022 - FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement X
PROJECT TITLE High Expansion
B Street Parallel Sewer Medium X New
Low Renovation
BID DATE 10/15/2028
START CONSTRUCTION DATE 3/15/2029 BUDGET CODE
EXPECTED COMPLETION DATE 3/15/2030 CPR1000140
PROJECT DESCRIPTION&JUSTIFICATION
This project will install approximately 2,100 LF of 30" sewer, parallel to the ''' ! ``' . •wc CKoaa CREEK WM'
•
existing 48"and 60"outfall that serves Cross Creek WRF.This parallel main is
necessary to convey peak wet weather flows within the Cross Creek basin.This �= ��
project was identified and recommended in the 2008 Cross Creek Sanitary Sewer 'I §, 40
All�—
Master Plan. °j
zii;it
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Expenses
Land - - - - - 120,000 120,000
Engineering - - - - - 250,000 250,000
Construction - - - - - 1,050,000 1,050,000
Equipment - - - - - - -
Personnel - - - - - 35,000 35,000
Other - - - - - - -
Total - - - - - 1,455,000 1,455,000
Pre-FY2021 Exp(Rolling 3 Yr Avg) -
FY2021 Estimate -
Total 1,455,000
FY2022 Fl"2023 FY2024 FY2025 FY2026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund - - - - - 1,455,000 1,455,000
Bonds - - - - - - -
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total - - - - - 1,455,000 1,455,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 70
PAGE 96

I
FY2022 -FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement X
PROJECT TITLE High Expansion
Branson Creek Interceptor Replacement,Phase I Medium X New
Low Renovation
BID DATE 2/1/2027
START CONSTRUCTION DATE 6/1/2027 BUDGET CODE
EXPECTED COMPLETION DATE 3/1/2028 CPR1000393
PROJECT DESCRIPTION&JUSTIFICATION
The project will replace approximately 2,600 LF of 8-inch and 12-inch vitrified - 1.111.k,„,,,
clay sewer mains between Cliffdale Road and Murray Hill Road.This section of
sewer has parallel mains, exposed pipe in Branson Creek, reverse slopes, and ,,..-
limited capacity during wet weather events.This project will replace the existing
mains with a new 12-inch main. The condition of the mains make them l
unsuitable for lining.Engineering is expected to start in FY2026,and the project `
is expected to be completed in FY2028. `
\��e��
f r'
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Expenses
Land - - - - - 100,000 100,000
Engineering - - - - 30,000 195,000 225,000
Construction - - - - - 950,000 950,000
Equipment - - - - - - -
Personnel - - - - 5,000 20,000 25,000
Other - - - - - - -
Total - - - - 35,000 1,265,000 1,300,000
Pre-FY2021 Exp(Rolling 3 Yr Avg) -
FY2021 Estimate -
Total 1,300,000
FY2022 F1'2023 Fl 2024 FY2025 FY2026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund - - - - 35,000 1,265,000 1,300,000
Bonds - - - - - - -
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total - - - - 35,000 1,265,000 1,300,000
FY2022 FY2023 Fl 2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 71
PAGE 97

FY2022 -FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement X
PROJECT TITLE High Expansion
Branson Creek Interceptor Replacement,Phase II Medium X New
Low Renovation
BID DATE 2/1/2028
START CONSTRUCTION DATE 6/1/2028 BUDGET CODE
EXPECTED COMPLETION DATE 12/1/2028 CPR1000394
PROJECT DESCRIPTION&JUSTIFICATION "i._:.:L----' 4 I
i :,
The project will replace approximately 4,000 LF of 15-inch concrete sewer main ! -!
between Murray Hill Road and Fairfield Road. This section of sewer has
exposed pipe in Branson Creek and limited capacity during wet weather events. --•- _ 4
0--
This project will replace the existing main with a new 16-inch main. The
condition of the main makes it unsuitable for lining. Engineering is expected to .-
start in FY2027 and the project is expected to be completed in FY2029.
Ali
Fl"2022 FY2023 FY2024 F12025 FY2026 FY27-31 Total
Expenses
Land - - - - - 60,000 60,000
Engineering - - - - - 360,000 360,000
Construction - - - - - 1,500,000 1,500,000
Equipment - - - - - - -
Personnel - - - - - 30,000 30,000
Other - - - - - - -
Total - - - - - 1,950,000 1,950,000
Pre-FY2021 Exp(Rolling 3 YrAvg) -
FY2021 Estimate -
Total 1,950,000
FY2022 F1"2023 F1"2024 FY2025 FY2026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund - - - - - 1,950,000 1,950,000
Bonds - - - - - - -
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total - - - - - 1,950,000 1,950,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 72
PAGE 98

FY2022 -FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement
PROJECT TITLE High X Expansion
Rehabilitation of the Blounts Creek Outfall,Campbell to Russell Medium New
Low Renovation X
BID DATE 10/15/2022
START CONSTRUCTION DATE 1/15/2023 BUDGET CODE
EXPECTED COMPLETION DATE 6/30/2023 CPR1000392
PROJECT DESCRIPTION&JUSTIFICATION -`.. ^....,
The project will line approximately 2,000 LF of 30-inch and 36-inch concrete ® I �;
.
sewer outfall between Campbell Avenue and Russell Street. This outfall serves a s
large portion of central Fayetteville. Recent CCTV inspections indicate that
deterioration from hydrogen sulfide and infiltration is occurring. Failure of this ---...,
main would result in significant construction,environmental and social costs.
\` ----: I
r c' •
___..
-/ _. •
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Expenses
Land - - - - - - -
Engineering - - - - - - -
Construction - 550,000 - - - - 550,000
Equipment - - - - - - -
Personnel - 10,000 - - - - 10,000
Other - - - - - - -
Total - 560,000 - - - - 560,000
Pre-FY2021 Exp(Rolling 3 Yr Avg) -
FY2021 Estimate -
Total 560,000
FY2022 FY2023 F1 2024 FY2025 FY2026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund - 560,000 - - - - 560,000
Bonds - - - - - - -
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total - 560,000 - - - - 560,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 73
PAGE 99

FY2022 - FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement X
PROJECT TITLE High X Expansion
Replacement of the Cross Creek Outfall,Greensboro Street to Medium New X
Hillsboro Street Low Renovation
BID DATE 10/7/2021
START CONSTRUCTION DATE 3/1/2022 BUDGET CODE
EXPECTED COMPLETION DATE 12/1/2022 CPR1000447
PROJECT DESCRIPTION&JUSTIFICATION (A
This project would relocate approximately 2,000 LF of 36-inch concrete sewer L` frie -
outfall between Greensboro Street and Hillsboro Street. During easement
negotiations for the rehabilitation of the Cross Creek Outfall, it was discovered
that PWC has an existing 10-foot wide easement through the middle of 601
Hillsboro Street.This easement restricts PWC's ability to perform operation and � vii goo
maintenance on the sewer main and the property owner was not willing to 44 , r _
renegotiate the easement. It was determined that installing a new sewer outfall
��
along the perimeter of 601 Hillsboro was the most feasible option for PWC. I• / ;�-�
Design is expected to be completed in FY2022 with construction starting in '
FY2022 FY2023 F12024 FY2025 FY2026 FY27-31 Total
Expenses
Land 90,000 - - - - - 90,000
Engineering 60,000 30,000 - - - - 90,000
Construction 1,400,000 2,900,000 - - - - 4,300,000
Equipment - - - - - - -
Personnel 15,000 10,000 - - - - 25,000
Other - - - - - - -
Total 1,565,000 2,940,000 - - - - 4,505,000
Pre-FY2021 Exp(Rolling 3 YrAvg) -
FY2021 Estimate 315,000
Total 4,820,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund - - - - - - -
Bonds 1,565,000 2,940,000 - - - - 4,505,000
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total 1,565,000 2,940,000 - - - - 4,505,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 74
PAGE 100

FY2022 -FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources ....-------
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement
PROJECT TITLE High X Expansion
Line Beaver Creek Outfall,Phase II Medium New
Low Renovation X
BID DATE 1/31/2023
START CONSTRUCTION DATE 5/15/2023 BUDGET CODE
EXPECTED COMPLETION DATE 2/28/2024 CPR1000291
PROJECT DESCRIPTION&JUSTIFICATION \A ��
This project would line approximately 4,800 LF of 42-inch concrete outfall,from
Blairwood Drive to Mango Circle. Recent CCTV inspections indicate that thiset
w
section of outfall has hydrogen sulfide damage and is in need of rehabilitation.
Further, modeling based on flow monitor data indicates that this section ofoutfall has a significant amount of groundwater infiltration.Failure of this outfall -"',
would result in significant construction,environmental,and social costs.
la :t5 il
I
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Expenses
Land - - - - - - -
Engineering - - - - - - -
Construction - 200,000 2,000,000 - - - 2,200,000
Equipment - - - - - - -
Personnel 10,000 10,000 10,000 - - - 30,000
Other - - - - - - -
Total 10,000 210,000 2,010,000 - - - 2,230,000
Pre-FY2021 Exp(Rolling 3 Yr Avg) -
FY2021 Estimate -
Total 2,230,000
FY2022 FY2023 FY2024 F1'2025 FY2026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund 10,000 - - - - - 10,000
Bonds - 210,000 2,010,000 - - - 2,220,000
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total 10,000 210,000 2,010,000 - - - 2,230,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 75
PAGE 101

FY2022 -FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement
PROJECT TITLE High X Expansion
Line the Beaver Creek Outfall,Phase III Medium New
Low Renovation X
BID DATE 11/1/2023
START CONSTRUCTION DATE 3/1/2024 BUDGET CODE
EXPECTED COMPLETION DATE 12/1/2024 CPR1000143
PROJECT DESCRIPTION&JUSTIFICATION i
This project will line approximately 3,800 LF of Beaver Creek Outfall. This
outfall is 42-inch concrete pipe and serves a large area west of Hope Mills Road.
Failure of this main would result in significant construction,environmental,and 1
social costs. A video inspection of the main indicates that deterioration and •
infiltration is occurring,and rehabilitation is necessary to maintain its integrity. r
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Fl"2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Expenses
Land - - - - - - -
Engineering - - - - - - -
Construction - - 500,000 1,200,000 - - 1,700,000
Equipment - - - - - - -
Personnel - 10,000 10,000 10,000 - - 30,000
Other - - - - - - -
Total - 10,000 510,000 1,210,000 - - 1,730,000
Pre-FY2021 Exp(Rolling 3 Yr Avg) -
FY2021 Estimate -
Total 1,730,000
FY2022 FY2023 FY2024 FY2025 FY2026 F1'27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund - 10,000 - - - - 10,000
Bonds - - 510,000 1,210,000 - - 1,720,000
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total - 10,000 510,000 1,210,000 - - 1,730,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 76
PAGE 102

FY2022 -FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement
PROJECT TITLE High X Expansion
Line Beaver Creek Outfall,Phase IV Medium New
Low Renovation X
BID DATE 11/15/2024
START CONSTRUCTION DATE 3/15/2025 BUDGET CODE
EXPECTED COMPLETION DATE 12/15/2025 CPR1000378
PROJECT DESCRIPTION&JUSTIFICATION -a—'
This project will line approximately 3,800 LF of the Beaver Creek Outfall from 1 , a‘sio /
Texas Circle to the Hope Mills Bypass(NC 162).This outfall is 42-inch concrete
pipe serving a large area west of Hope Mills Road.Failure of this main would \ "r
result in significant construction, environmental, and social costs. A video
inspection of the main indicates that deterioration and infiltration is occurring. + _ \
Rehabilitation is necessary to maintain its integrity. kk
r
1-c'' ... \\\ ate' €
T
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Expenses
Land - - - - - - -
Engineering - - - - - - -
Construction - - - 500,000 1,200,000 - 1,700,000
Equipment - - - - - - -
Personnel - - 10,000 10,000 10,000 - 30,000
Other - - - - - - -
Total - - 10,000 510,000 1,210,000 - 1,730,000
Pre-FY2021 Exp(Rolling 3 Yr Avg) -
FY2021 Estimate -
Total 1,730,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund - - 10,000 - - - 10,000
Bonds - - - 510,000 1,210,000 - 1,720,000
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total - - 10,000 510,000 1,210,000 - 1,730,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 77
PAGE 103

FY2022 -FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement
PROJECT TITLE High X Expansion
Line Beaver Creek Outfall,Phase V Medium New
Low Renovation X
BID DATE 11/15/2025
START CONSTRUCTION DATE 3/15/2026 BUDGET CODE
EXPECTED COMPLETION DATE 12/15/2026 CPR1000381
PROJECT DESCRIPTION&JUSTIFICATION , - 1
This project will line approximately 3,500 LF of the Beaver Creek Outfall from \lb t \ \
IA
the Hope Mills Bypass(NC 162)to Bloomsbury Drive. This outfall is 42-inch S"\--L ."
concrete pipe serving a large area west of Hope Mills Road.Failure of this main „..„
would result in significant construction,environmental,and social costs.A video " II l g
inspection of the main indicates that deterioration and infiltration is occurring. , #
Rehabilitation is necessary to maintain its integrity. li
1
FY2022 FY2023 FY2024 FY2025 FY2026 Fl"27-31 Total
Expenses
Land - - - - - - -
Engineering - - - - - - -
Construction - - - - 500,000 1,200,000 1,700,000
Equipment - - - - - - -
Personnel - - - 10,000 10,000 10,000 30,000
Other - - - - - -
Total - - - 10,000 510,000 1,210,000 1,730,000
Pre-FY2021 Exp(Rolling 3 YrAvg) -
FY2021 Estimate -
Total 1,730,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund - - - 10,000 - - 10,000
Bonds - - - - 510,000 1,210,000 1,720,000
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund - - - - - - -
Annex V Reserve - - - • - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total - - - 10,000 510,000 1,210,000 1,730,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 78
PAGE 104

FY2022 -FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement X
PROJECT TITLE High X Expansion
Line Beaver Creek Outfall,Phase VI Medium New
Low Renovation X
BID DATE 11/15/2026
START CONSTRUCTION DATE 3/15/2027 BUDGET CODE
EXPECTED COMPLETION DATE 2/15/2028 CPR1000448
PROJECT DESCRIPTION&JUSTIFICATION "il`; U l ' r"
This project will line approximately 5,600 LF of the Beaver Creek Outfall from ® j�1�A • �' a.
Bloomsbury Drive to Ole Bluff Mill Drive. This outfall is 42-inch concrete pipe ''rC ` , `:
serving a large area west of Hope Mills Road.Failure of this main would result in �r!,Mill ",'�
significant construction, environmental, and social costs. A video inspection of .f
the outfall indicates that deterioration and infiltration is occurring.Rehabilitation , "" ,
is necessary to maintain its integrity. The total anticipated project cost is ice% i �4,
4,6010
P 4..= .
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t ♦N'1 411104 .1
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Expenses
Land - - - - - - -
Engineering - - - - - - -
Construction - - - - - 2,500,000 2,500,000
Equipment - - - - - - -
Personnel - - - - 10,000 30,000 40,000
Other - - - - - - -
Total - - - - 10,000 2,530,000 2,540,000
Pre-FY2021 Exp(Rolling 3 YrAvg) -
FY2021 Estimate -
Total 2,540,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund - - - - 10,000 - 10,000
Bonds - - - - - 2,530,000 2,530,000
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total - - - - 10,000 2,530,000 2,540,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 79
PAGE 105

FY2022 - FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement
PROJECT TITLE High X Expansion
Line 54"Outfall-I-95 to Claude Lee Road Medium New
Low Renovation X
BID DATE 10/1/2024
START CONSTRUCTION DATE 3/1/2025 BUDGET CODE
EXPECTED COMPLETION DATE 12/1/2025 CPR1000195
PROJECT DESCRIPTION&JUSTIFICATION A
This project would line approximately 3,200 LF of 54-inch concrete outfall,from
Interstate 95 to Claude Lee Road. Recent CCTV inspections indicate that this
section of outfall has hydrogen sulfide damage and is in need of rehabilitation.
There are several sections of this outfall that have exposed rebar.Failure of this
outfall would result in significant construction,environmental,and social costs.
This project is the third of several that will rehabilitate the 54-inch outfall from
US 301 to the Rockfish Creek Water Reclamation Facility.
mad''
FY2022 FY2023 FY2024 FY2025 F1"2026 FY27-31 Total
Expenses
Land - - 20,000 - - - 20,000
Engineering - - 50,000 - - - 50,000
Construction - - - 700,000 1,400,000 - 2,100,000
Equipment - - - - - - -
Personnel - - 10,000 10,000 10,000 - 30,000
Other - - - - - - -
Total - - 80,000 710,000 1,410,000 - 2,200,000
Pre-FY2021 Exp(Rolling 3 Yr Avg -
FY2021 Estimate -
Total 2,200,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund - - - - - - -
Bonds - - 80,000 710,000 1,410,000 - 2,200,000
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total - - 80,000 710,000 1,410,000 - 2,200,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 80
PAGE 106

.0
FY2022 -FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement
PROJECT TITLE High X Expansion X
Line 54-Inch Outfall,Claude Lee Road to Pennystone Drive Medium New
Low Renovation X
BID DATE 11/15/2027
START CONSTRUCTION DATE 5/15/2028 BUDGET CODE
EXPECTED COMPLETION DATE 2/28/2029 CPR1000449
PROJECT DESCRIPTION&JUSTIFICATION
This project would line approximately 2,800 LF of 54-inch concrete outfall from
Claude Lee Road to Pennystone Drive. Recent CCTV inspections indicate that
this section of outfall has hydrogen sulfide damage and is in need of �`,.
rehabilitation. There are several sections of this outfall that have exposed rebar. .
Failure of this outfall would result in significant construction,environmental,and
social costs. This project is the third of several that will rehabilitate the 54-inch
outfall from US 301 to the Rockfish Creek Water Reclamation Facility. ` - r
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Expenses
Land - - - - - - -
Engineering - - - - - - -
Construction - - - - - 2,500,000 2,500,000
Equipment - - - - - - -
Personnel - - - - - 30,000 30,000
Other - - - - - - -
Total - - - - - 2,530,000 2,530,000
Pre-FY2021 Exp(Rolling 3 Yr Avg) -
FY2021 Estimate -
Total 2,530,000
FY2022 F12023 F12024 FY2025 F12026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund - - - - - - -
Bonds - - - - - 2,530,000 2,530,000
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total - - - - - 2,530,000 2,530,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 81
PAGE 107

FY2022 - FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement X
PROJECT TITLE High X Expansion
Line 54-Inch Outfall,Pennystone Drive to Laurelwood Place Medium New
Low Renovation X
BID DATE 10/15/2028
START CONSTRUCTION DATE 3/15/2029 BUDGET CODE
EXPECTED COMPLETION DATE 3/15/2030 CPR1000450
PROJECT DESCRIPTION&JUSTIFICATION •1�--;;_i v .-
This project would line approximately 2,800 LF of 54-inch concrete outfall from
&AlPennystone Drive to Laurelwood Place.Recent CCTV inspections indicate that
this section of outfall has hydrogen sulfide damage and is in need of
rehabilitation. There are several sections of this outfall that have exposed rebar. .
Failure of this outfall would result in significant construction,environmental,and ��
social costs. This project is the third of several that will rehabilitate the 54-inch Cl
outfall from US 301 to the Rockfish Creek Water Reclamation Facility. The ` y
estimated cost for this project is$2,530,000.
\r ! l .ir
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 "Total
Expenses
Land - - - - - - -
Engineering - - - - - - -
Construction - - - - - 2,500,000 2,500,000
Equipment - - - - - - -
Personnel - - - - - 30,000 30,000
Other - - - - - - -
Total - - - - - 2,530,000 2,530,000
Pre-FY2021 Exp(Rolling 3 YrAvg) -
FY2021 Estimate -
Total 2,530,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund - - - - - - -
Bonds - - - - - 2,530,000 2,530,000
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total - - - - - 2,530,000 2,530,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 82
PAGE 108

FY2022 -FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement X
PROJECT TITLE High X Expansion X
Big Rockfish Sanitary Sewer Outfall Medium New
Low Renovation
BID DATE 12/17/2020
START CONSTRUCTION DATE 3/29/2021 BUDGET CODE
EXPECTED COMPLETION DATE 12/10/2023 CPR1000310
PROJECT DESCRIPTION&JUSTIFICATION _ — - 1
This project will construct a new 24"-18" sanitary sewer outfall along Big A L '�� %%
Rockfish Creek and Stewart's Creek at the Cumberland/Hoke County line.This —`'' �r�.,��---� di ���
area is expected to see an increase in new development and sewer customers due I 4 _ 'i,.j f �r'.�a jc
to the planned I-295 Fayetteville Outer Loop and Annexation Areas 32 and 34. ...4 ` i10lir 4;:...!'. C %c
The proposed Outfall will eliminate the need for a future lift station to serve the r►� (7I
Annexation Areas.This project has been approved for funding through the Clean <, ' ��� '' a
Water State Revolving Fund(CWSRF). F A l�\ • r
''''''_.'....,'sv : A
_,, _____
_ ,
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Expenses
Land - - - - - - -
Engineering 901,000 297,000 150,000 - - - 1,348,000
Construction 13,592,000 3,981,000 1,834,000 - - - 19,407,000
Equipment - - - - - - -
Personnel 348,000 154,000 188,000 - - - 690,000
Other 145,000 22,000 3,000 - - - 170,000
Total 14,986,000 4,454,000 2,175,000 - - - 21,615,000
Pre-FY2021 Exp(Rolling 3 YrAvg) 1,947,000
FY2021 Estimate 3,343,000
Total 26,905,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund 493,000 176,000 191,000 - - - 860,000
Bonds 4,122,000 2,609,000 1,984,000 - - - 8,715,000
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund 10,371,000 1,669,000 - - - - 12,040,000
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total 14,986,000 4,454,000 2,175,000 - - - 21,615,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 83
PAGE 109

FY2022 -FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement X
PROJECT TITLE High X Expansion X
Big Rockfish Sanitary Sewer Outfall-Lift Station Eliminations Medium New
Low Renovation
BID DATE 8/15/2022
START CONSTRUCTION DATE 12/15/2022 BUDGET CODE
EXPECTED COMPLETION DATE 4/15/2024 CPR1000427
PROJECT DESCRIPTION&JUSTIFICATION A( \ -"tr
This project will construct new 12" - 8" sanitary sewer mains from the Big C
Rockfish Creek Outfall to 6 existing lift stations.This area is expected to see an
increase in new development and sewer customers due to the planned 1-295 t _
Fayetteville Outer Loop and Annexation Areas 32 and 34. The proposed mains
will eliminate 6 existing sewer lift stations. This project was approved for
funding through the Clean Water State Revolving Fund(CWSRF).
e .;0,-
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Expenses
Land - - - - - - -
Engineering 32,000 101,000 204,000 - - - 337,000
Construction 284,000 1,508,000 2,640,000 - - - 4,432,000
Equipment - - - - - - -
Personnel 38,000 132,000 137,000 - - - 307,000
Other 144,000 16,000 24,000 - - - 184,000
Total 498,000 1,757,000 3,005,000 - - - 5,260,000
Pre-FY2021 Exp(Rolling 3 YrAvg) 727,000
FY2021 Estimate 531,000
Total 6,518,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund 182,000 148,000 161,000 - - - 491,000
Bonds - - - - - - -
Reserve - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund 316,000 1,609,000 2,844,000 - - - 4,769,000
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total 498,000 1,757,000 3,005,000 - - - 5,260,000
FY2022 FY2023 F12024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 84
PAGE 110

FY2022 - FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY 'PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement
PROJECT TITLE High X Expansion
Sewer Main Rehab-Mintz Pond and Kombow Lake Medium New
Low Renovation X
BID DATE 10/15/2022
START CONSTRUCTION DATE 2/15/2023 BUDGET CODE
EXPECTED COMPLETION DATE 12/15/2023 CPR1000452
PROJECT DESCRIPTION&JUSTIFICATION Fr
This project will line approximately 15,000 LF of 8, 12, 15,and 18-inch sewer IA ,•
mains within the Mintz Pond - Kornbow Lake watershed area. Recent CCTV Y' 4 , f'
inspections have indicated serious defects within many sections of the sewer p `,I
mains. These mains are within PWC's Watershed area and completing
rehabilitation will ensure their integrity and minimize the risk of a sanitary sewer % , �`�, 4'_ ��
overflow. L%��� �� �.`p;� 7.\ ,
1
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Expenses
Land - - - - - - -
Engineering - - - - - - -
Construction - 400,000 700,000 - - - 1,100,000
Equipment - - - - - - -
Personnel - 10,000 10,000 - - - 20,000
Other - - - - - - -
Total - 410,000 710,000 - - - 1,120,000
Pre-FY2021 Exp(Rolling 3 YrAvg) -
FY2021 Estimate 5,000
Total 1,125,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund - 410,000 710,000 - - - 1,120,000
Bonds - - - - - - -
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total - 410,000 710,000 - - - 1,120,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 'Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - -
*Priority Score: Med
WS 85
PAGE 111

FY2022 -FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 351000 Cross-Creek WRF Score Replacement X
PROJECT TITLE High X Expansion
Cross Creek WRF Reliability Improvements Medium New
Low Renovation X
BID DATE 6/1/2024
START CONSTRUCTION DATE 10/1/2024 BUDGET CODE
EXPECTED COMPLETION DATE 6/1/2026 CPR1000454
PROJECT DESCRIPTION&JUSTIFICATION
This project will address reliability of the Cross Creek WRF by implementing ~ _- . _ .,
improvements to both the liquid and residual treatment processes. Existing
equipment that is approaching the end of its useful life will be replaced. The rr-j 1
project will not expand treatment capacity.
FY2022 FY2023 F1'2024 FY2025 FY2026 FY27-31 Total
Expenses
Land - - - - - - -
Engineering - 500,000 725,000 674,000 551,000 - 2,450,000
Construction - - - 9,625,000 7,875,000 - 17,500,000
Equipment - - - - - - -
Personnel - 10,000 15,000 15,000 15,000 - 55,000
Other - - - - - - -
Total - 510,000 740,000 10,314,000 8,441,000 - 20,005,000
Pre-FY2021 Exp(Rolling 3 YrAvg) -
FY2021 Estimate -
Total 20,005,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund - 510,000 - - - - 510,000
Bonds - - - - - - -
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund - - 740,000 10,314,000 8,441,000 - 19,495,000
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total - 510,000 740,000 10,314,000 8,441,000 - 20,005,000
FY2022 FY2023 FY2024 FY2025 FY2026 F127-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 86
PAGE 112

FY2022 -FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 351000 Cross-Creek WRF Score Replacement X
PROJECT TITLE High X Expansion
Replace Standby Power Generator at the Cross Creek WRF Medium New
Low Renovation
BID DATE 10/15/2021
START CONSTRUCTION DATE 12/14/2021 BUDGET CODE
EXPECTED COMPLETION DATE 6/12/2022 CPR1000455
PROJECT DESCRIPTION&JUSTIFICATION
The existing standby power generator at the Rockfish Creek WRF,installed circa '•••
2006, is reaching the end of its useful life. This project will replace that `'z' .
equipment with a new standby power generator and switchgear complete with w !tilt
Tier 4 engines that will allow for "peak shaving" operation. Engineering for ;.
preparation of"design /build" construction documents for soliciting bids and . : x "'~
project construction will be completed in FY22. :- - `l
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Expenses
Land - - - - - - -
Engineering 75,000 - - - - - 75,000
Construction - - - - - - -
Equipment 3,200,000 - - - - - 3,200,000
Personnel 20,000 - - - - - 20,000
Other - - - - - - -
Total 3,295,000 - - - - - 3,295,000
Pre-FY2021 Exp(Rolling 3 YrAvg) -
FY2021 Estimate -
Total 3,295,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund - - - - - - -
Bonds 3,295,000 - - - - - 3,295,000
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total 3,295,000 - - - - - 3,295,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 87
PAGE 113

FY2022 -FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 351000 Cross-Creek WRF Score Replacement X
PROJECT TITLE High X Expansion
Roof Replacement for the Thickening and Transfer Buildings at Medium New
Cross Creek WRF Low Renovation
BID DATE 12/15/2021
START CONSTRUCTION DATE 1/15/2022 BUDGET CODE
EXPECTED COMPLETION DATE 4/15/2022 CPR1000497
PROJECT DESCRIPTION&JUSTIFICATION
The roofs on the thickening building and transfer buildings at the Cross Creek
Water Reclamation Facility are nearing the end of their 20 year life expectancy 'I '_____
';:
and are in need of replacement. This project is to remove the existing roof ,v= lithe ",
membrane and any damaged insulation and replace it with a new thermoplastic 1;
polyolefm(TPO)roof membrane. `- r
ce
„,tr-.It -,�l^xF-,}..T"4TER 3 _ _ --•"Y.
FY2022 FY2023 Fl"2024 FY2025 FY2026 F1'27-3I Total
Expenses
Land - - - - - - -
Engineering 35,000 - - - - - 35,000
Construction 137,000 - - - - - 137,000
Equipment - - - - - - -
Personnel - - - - - - -
Other - - - - - - -
Total 172,000 - - - - - 172,000
Pre-FY2021 Exp(Rolling 3 YrAvg) -
FY2021 Estimate -
Total 172,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund 172,000 - - - - - 172,000
Bonds - - - - - - -
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total 172,000 - - - - - 172,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
CapitalOutlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 88
PAGE 114

FY2022 -FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 351000 Cross-Creek WRF Score Replacement X
PROJECT TITLE High X Expansion
Cross Creek WRF Pump Station#3 Rehabilitation Medium New
Low Renovation X
BID DATE 11/17/2022
START CONSTRUCTION DATE 2/15/2023 BUDGET CODE
EXPECTED COMPLETION DATE 10/13/2023 CPR1000499
PROJECT DESCRIPTION&JUSTIFICATION
Pump Station#3 at the Cross Creek WRF is in need of repairs. Assessment and f Illi ,`
preliminary engineering for rehabilitation of this facility, originally constructed ' _
•
circa 1972,was completed in FY20.The Technical Memorandum resulting from ; PtAisI
that work recommended replacing all five existing screw pumps and
r r w;
improvements to various mechanical and electrical components. Engineering rJ�7
design will commence in FY22 with construction to follow in FY23 and FY24. Ay,. ,.Y
: "
av�'
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Expenses
Land - - - - - - -
Engineering 100,000 165,000 60,000 - - - 325,000
Construction - 1,250,000 900,000 - - - 2,150,000
Equipment - - - - - - -
Personnel 10,000 15,000 15,000 - - - 40,000
Other - - - - - - -
Total 110,000 1,430,000 975,000 - - - 2,515,000
Pre-FY2021 Exp(Rolling 3 Yr Avg) -
FY2021 Estimate -
Total 2,515,000
FY2022 FY2023 FY2024 FY2025 FY2026 I'27-31 "I otal
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund 110,000 1,430,000 975,000 - - - 2,515,000
Bonds - - - - - - -
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total 110,000 1,430,000 975,000 - - - 2,515,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 89
PAGE 115

FY2022 - FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 353500 Rockfish Creek WRF Score Replacement X
PROJECT TITLE High X Expansion
Replace Clarifier#3 Mechanism at the Rockfish Creek WRF Medium New
Low Renovation
BID DATE 2/1/2022
START CONSTRUCTION DATE 4/2/2022 BUDGET CODE
EXPECTED COMPLETION DATE 6/1/2022 CPR1000457
PROJECT DESCRIPTION&JUSTIFICATION
This project will replace the existing steel mechanism in secondary clarifier#3 at
the Rockfish Creek WRF. This equipment was originally installed circa 2001 ,
and is nearing the end of its useful life.
ROCKFISH CREEK WATER.
RECLAMATION FACILITY-d--
I'rutrSIIit lOUt Water Qut,,
FY2022 FY2023 Fl"2024 F1"2025 FY2026 FY27-31 Total
Expenses
Land - - - - - - -
Engineering 30,000 - - - - - 30,000
Construction 125,000 - - - - - 125,000
Equipment 250,000 - - - - - 250,000
Personnel 30,000 - - - - - 30,000
Other - - - - - - -
Total 435,000 - - - - - 435,000
Pre-FY2021 Exp(Rolling 3 Yr Avg) -
FY2021 Estimate -
Total 435,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund 435,000 - - - - - 435,000
Bonds - - - - - - -
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total 435,000 - - - - - 435,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 90
PAGE 116

FY2022 -FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 353500 Rockfish Creek WRF Score Replacement
PROJECT TITLE High X Expansion X
Rockfish Creek WRF Expansion Phase 3 Medium New
Low Renovation
BID DATE 11/15/2022
START CONSTRUCTION DATE 2/13/2023 BUDGET CODE
EXPECTED COMPLETION DATE 2/12/2026 CPR1000324
PROJECT DESCRIPTION&JUSTIFICATION �%` r
The Rockfish Creek WRF is currently permitted for 21.0 MGD capacity. The ;.
current average daily flow (ADF) rate is approaching 15 MGD. Design for i
expansion is typically initiated when the ADF approaches 80%of the permitted ,i-_
treatment capacity which is 16.80 MGD. A Preliminary Engineering Report
addressing the Phase 3 Expansion of the Rockfish Creek WRF was completed in s?' '
FY20. Design will be initiated in FY22 with construction to follow in �YK.
subsequent years.
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Expenses
Land - - - - - - -
Engineering 3,589,000 738,000 1,583,000 1,809,000 1,131,000 - 8,850,000
Construction - 5,000,000 22,750,000 26,000,000 16,250,000 - 70,000,000
Equipment - - - - - - -
Personnel 20,000 20,000 20,000 20,000 20,000 - 100,000
Other - - - - - - -
Total 3,609,000 5,758,000 24,353,000 27,829,000 17,401,000 - 78,950,000
Pre-FY2021 Exp(Rolling 3 YrAvg) 320,000
FY2021 Estimate 5,000
Total 79,275,000
FY2022 FY2023 F1'2024 FY2025 FY2026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund - - - - - - -
Bonds 3,609,000 5,758,000 24,353,000 27,829,000 17,401,000 - 78,950,000
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total 3,609,000 5,758,000 24,353,000 27,829,000 17,401,000 - 78,950,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 91
PAGE 117

FY2022 -FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 353500 Rockfish Creek WRF Score Replacement X
PROJECT TITLE High X Expansion
Rockfish Creek WRF Screening Improvements Medium New
Low Renovation
BID DATE 10/21/2021
START CONSTRUCTION DATE 1/19/2022 BUDGET CODE
EXPECTED COMPLETION DATE 1/14/2023 CPR1000329
PROJECT DESCRIPTION&JUSTIFICATION rA `
Existing fine screens at the RCWRF headworks facilities are located immediately
downstream from the Influent Pump Station screw pumps. This equipment
requires excessive maintenance and downtime.The extreme wear has accelerated -k _ - --•-•
the useful life of this equipment. This project will replace the existing fine p �=
screens with equipment better suited for this rigorous application. Since ---. 11i
beginning work on the project Preliminary Engineering Report(PER),the scope C«,,,,-—.,,,,i
of work has been expanded to include Grit Chamber improvements,replacement
of two chemical storage tanks in the disinfection facility and replacement of--------5
distribution piping and diffusors in Sludge Holding Tank #3. Project bidding
will be deferred until FY22 with construction scheduled for FY22 and FY23. <-...
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Expenses
Land - - - - - - -
Engineering 75,000 75,000 - - - - 150,000
Construction 1,400,000 1,800,000 - - - - 3,200,000
Equipment - - - - - - -
Personnel 10,000 10,000 - - - - 20,000
Other - - - - - - -
Total 1,485,000 1,885,000 - - - - 3,370,000
Pre-FY2021 Exp(Rolling 3 YrAvg) 228,000
FY2021 Estimate 135,000
Total 3,733,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund - - - - - - -
Bonds 1,485,000 1,885,000 - - - - 3,370,000
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total 1,485,000 1,885,000 - - - - 3,370,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance (5,000) (5,000) (5,000) (5,000) (5,000) (25,000) (50,000)
Capital Outlays - - - - - -
New Revenue - - - - - - -
Total (5,000) (5,000) (5,000) (5,000) (5,000) (25,000) (50,000)
*Priority Score: kited
WS 92
PAGE 118

FY2022 -FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 353500 Rockfish Creek WRF Score Replacement X
PROJECT TITLE High X Expansion
Replace Rockfish Creek WRF IPS Screw Pumps#1 and#2 Medium New
Low Renovation
BID DATE 11/15/2022
START CONSTRUCTION DATE 2/13/2023 BUDGET CODE
EXPECTED COMPLETION DATE 5/14/2023 CPR1000459
PROJECT DESCRIPTION&JUSTIFICATION #m
There are four(4)screw pumps at the Rockfish Creek Influent Pump Station that
were installed circa 2005. All four are approaching the end of their useful life , Vim`
vi •' �;*
due largely to the corrosive wastewater environment typical of the facility
headworks. This project will remove and replace Screw Pumps #1 and #2.
Procurement will commence in FY22 with construction in FY23. ROCKFISH CREEK WATER -
M RECLAATION FACILITY a
Pro ling knit. gind,Li- .
Profaning .
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Expenses
Land - - - - - - -
Engineering - 15,000 - - - - 15,000
Construction - 310,000 - - - - 310,000
Equipment - 600,000 - - - - 600,000
Personnel 15,000 15,000 - - - - 30,000
Other - - - - - - -
Total 15,000 940,000 - - - - 955,000
Pre-FY2021 Exp(Rolling 3 YrAvg) -
FY2021 Estimate -
Total 955,000
FY2022 1 l21123 1 12024 FY2025 FY2026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund 15,000 940,000 - - - - 955,000
Bonds - - - - - - -
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total 15,000 940,000 - - - - 955,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 93
PAGE 119

FY2022 - FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT 1
WATER ADMINISTRATION 353500 Rockfish Creek WRF Score Replacement X
PROJECT TITLE High X Expansion
Replace Rockfish Creek WRF IPS Screw Pumps#3 and#4 Medium New
Low Renovation
BID DATE 11/15/2023
START CONSTRUCTION DATE 2/13/2024 BUDGET CODE
EXPECTED COMPLETION DATE 5/13/2024 CPR1000460
PROJECT DESCRIPTION&JUSTIFICATION
There are four(4)screw pumps at the Rockfish Creek Influent Pump Station that
were installed circa 2005. All four are approaching the end of their useful life ` .is
due largely to the corrosive wastewater environment typical of the facility 10 '' • -
headworks. This project will remove and replace Screw Pumps #3 and #4.
Procurement will commence in FY23 with construction in FY24. ROCKFISH CREEK WATER p'F' .
RECLAMATION FACILITY
Protecting lute liattr Qw
1,1 2022 FY2023 F12024 FY2025 FY2026 FY27-31 Total
Expenses
Land - - - - - - -
Engineering - - 15,000 - - - 15,000
Construction - - 310,000 - - - 310,000
Equipment - - 600,000 - - - 600,000
Personnel - 15,000 15,000 - - - 30,000
Other - - - - - - -
Total - 15,000 940,000 - - - 955,000
Pre-FY2021 Exp(Rolling 3 YrAvg) -
FY2021 Estimate -
Total 955,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 I otal
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund - 15,000 940,000 - - - 955,000
Bonds - - - - - - -
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total - 15,000 940,000 - - - 955,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 94
PAGE 120

FY2022-FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 353500 Rockfish Creek WRF Score Replacement X
PROJECT TITLE High X Expansion
Replace Standby Power Generator at the Rockfish Creek WRF Medium New
Low Renovation
BID DATE 10/29/2020
START CONSTRUCTION DATE 5/15/2021 BUDGET CODE
EXPECTED COMPLETION DATE 1/10/2022 CPR1000481
PROJECT DESCRIPTION&JUSTIFICATION '
The existing standby power generator at the Rockfish Creek WRF installed circa
2006 failed in FY20. This project will replace that equipment with a new
standby power generator and switchgear complete with Tier 4 engines that will
allow for future"peak shaving" operation.The project was engineered in FY20
and early FY21. A single bid was received in October 2020 that exceeded the z''�
budgeted amount.Hence,the project is being re-engineered for a potential re-bid0 ---�a«,.,<.< „.-„,,
in the first quarter of 2021.Most of the construction will take place in FY22.
Plir
FY2022 FY2023 FY2024 FY2025 Fl"2026 FY27-31 Total
Expenses
Land - - - - - - -
Engineering 25,000 - - - - - 25,000
Construction 3,000,000 - - - - - 3,000,000
Equipment - - - - - - -
Personnel 15,000 - - - - - 15,000
Other - - - - - - -
Total 3,040,000 - - - - - 3,040,000
Pre-FY2021 Exp(Rolling 3 YrAvg) 27,000
FY2021 Estimate 115,000
Total 3,182,000
FY2022 FY2023 F12024 FY2025 FY2026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund - - - - - - -
Bonds 3,040,000 - - - - - 3,040,000
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total 3,040,000 - - - - - 3,040,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Mcd
WS 95
PAGE 121

FY2022 -FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement X
PROJECT TITLE High Expansion X
Utility Improvements for City of Fayetteville Storm Drainage Medium X New X
Improvements-Sewer Low Renovation
BID DATE
START CONSTRUCTION DATE BUDGET CODE
EXPECTED COMPLETION DATE CPR1000141
PROJECT DESCRIPTION&JUSTIFICATION
The City of Fayetteville is planning various storm drainage improvement projects
throughout the City during the upcoming years.These projects will impact areas
containing PWC sewer utilities.PWC staff and City staff coordinate the planning ,;g' �;
and design of these projects and work to avoid conflicts where possible. Where ti
these conflicts are unavoidable, the City incorporates the necessary utility
adjustments into their contracts and the associated costs are paid by PWC.There cay of Fay a""'"'e
r Va ous SanMary Sewer System LocK ons iv
are situations where PWC determines that, due to aging infrastructure or l 111
operational issues, utility improvements are necessary. These improvements are r
the financial responsibility of PWC as well. See WS 29-CPR1000096 for the � - L� Z
water portion of this project.
Fl"2(122 FY2023 F1"2024 FY2025 FY2026 FY27-31 Total
Expenses
Land - - - - - - -
Engineering 10,000 10,000 10,000 10,000 10,000 50,000 100,000
Construction 180,000 180,000 180,000 180,000 180,000 900,000 1,800,000
Equipment - - - - - - -
Personnel 50,000 50,000 50,000 50,000 50,000 250,000 500,000
Other - - - - - - -
Total 240,000 240,000 240,000 240,000 240,000 1,200,000 2,400,000
Pre-FY2021 Exp(Rolling 3 YrAvg) 83,000
FY2021 Estimate 115,000
Total 2,598,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund 240,000 240,000 240,000 240,000 240,000 1,200,000 2,400,000
Bonds - - - - - -
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total 240,000 240,000 240,000 240,000 240,000 1,200,000 2,400,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 96
PAGE 122

FY2022 -FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement X
PROJECT TITLE High Expansion X
Utility Improvements for the Town of Hope Mills Stormwater Medium X New
Projects-Sewer Low Renovation X
BID DATE
START CONSTRUCTION DATE BUDGET CODE
EXPECTED COMPLETION DATE CPR1000155
PROJECT DESCRIPTION&JUSTIFICATION "" 9;: -' 0017
The Town of Hope Mills (TOHM) is planning various storm drainage '•'.N,,,„a-b _I -��� - Et'•
improvements throughout PWC's service area m the upcoming years. These- 7. rr - i nail °-• ,4, /ems
projects will impact areas containing PWC sanitary sewer utilities. PWC and �� '��" =
TOHM staff coordinate the planning and design of these projects and work to ,•-4,� r >- L. "'� .(<
avoid conflicts where possible. Where conflicts are unavoidable, the TOHM • , .. -r Y- -''�, ''1�'�l
1r H veM I r /tom /
incorporates the necessary utility adjustments into their contracts and pays the-r -,-t;` r } I ? .r
costs. In situations where PWC determines that, due to aging infrastructure or
�� r= 11re.
operational issues,utility improvements are necessary,PWC pays the cost. See, ,l AQ ��
WS 30-CPR1000105 for the water portion of this project. C.. 1 r+- 44,
FY2022 FY2023 F1'2024 FY2025 FY2026 FY27-31 Total
Expenses
Land - - - - - - -
Engineering - - - - - - -
Construction 20,000 20,000 20,000 20,000 20,000 100,000 200,000
Equipment
Personnel 5,000 5,000 5,000 5,000 5,000 25,000 50,000
Other - - - - - - -
Total 25,000 25,000 25,000 25,000 25,000 125,000 250,000
Pre-FY2021 Exp(Rolling 3 YrAvg) 90,000
FY2021 Estimate 2,000
Total 342,000
FY2022 I 2023 FY2024 FY2025 FY2026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund 25,000 25,000 25,000 25,000 25,000 125,000 250,000
Bonds - - - - - - -
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total 25,000 25,000 25,000 25,000 25,000 125,000 250,000
FY2022 FY2023 FY2024 FY2025 FY2026 F1'27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 97
PAGE 123

FY2022 - FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement X
PROJECT TITLE High Expansion X
Utility Improvements for NCDOT Resurfacing and Stormwater Medium X New
Projects-Sewer Mains Low Renovation X
BID DATE
START CONSTRUCTION DATE BUDGET CODE
EXPECTED COMPLETION DATE CPR1000154
PROJECT DESCRIPTION&JUSTIFICATION
The NCDOT is planning various storm drainage and road improvements
throughout PWC's service area in the upcoming years.These projects will impact F NoarN
areas containing PWC sanitary sewer utilities. PWC and NCDOT staff to
coordinate the planning and design of these projects and work to avoid conflicts t
where possible. Where conflicts are unavoidable, NCDOT incorporates the
necessary utility adjustments into their contracts. See WS 31 -CPR1000104 for 0 11 / i '1 S
the water portion of this project. J
H OWN UTILITY
OF TR
FY2022 FY2023 F1'2024 FY2025 FY2026 FY27-31 Total
Expenses
Land - - - - - - -
Engineering - - - - - - -
Construction 7,000 7,000 7,000 7,000 7,000 35,000 70,000
Equipment - - - - - - -
Personnel 3,000 3,000 3,000 3,000 3,000 15,000 30,000
Other - - - - - - -
Total 10,000 10,000 10,000 10,000 10,000 50,000 100,000
Pre-FY2021 Exp(Rolling 3 YrAvg) 4,000
FY2021 Estimate 2,000
Total 106,000
FY2022 F12023 FY2024 FY2025 F12026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund 10,000 10,000 10,000 10,000 10,000 50,000 100,000
Bonds - - - - - - -
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total 10,000 10,000 10,000 10,000 10,000 50,000 100,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 98
PAGE 124

FY2022 -FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement X
PROJECT TITLE High X Expansion
NCDOT U-6073 Fisher Rd.from Strickland Bridge Rd.to NC 162 Medium New
Bingham Dr.(Sewer) Low Renovation
BID DATE 10/20/2027
START CONSTRUCTION DATE 12/17/2027 BUDGET CODE
EXPECTED COMPLETION DATE 6/30/2029 CPR1000380
PROJECT DESCRIPTION&JUSTIFICATION X./ ^- ` -'--�' ''--
NCDOT plans to widen Fisher Road from Strickland Bridge Road to NC 162. - �' el are various water and sewer mains throughout the project corridor. These V Or ,
lines may be in conflict with NCDOT's proposed facilities and may be relocated. _
NCDOT plans to go to ROW in FY25 and start construction in FY28. See WS �ill._
4t NIto 34-CPR 1000372 for the water portion of this NCDOT project.
,
,I */* .
14‘. e ft..__
FY2
022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Expenses
Land - - - 43,000 30,000 - 73,000
Engineering - - 63,000 40,000 34,000 20,000 157,000
Construction - - - - - 449,000 449,000
Equipment - - - - - - -
Personnel - - 5,000 5,000 5,000 25,000 40,000
Other - - - - - - -
Total - - 68,000 88,000 69,000 494,000 719,000
Pre-FY2021 Exp(Rolling 3 Yr Avg) -
FY2021 Estimate -
Total 719,000
FY2022 F1'2023 FY2024 FY2025 FY2026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund - - 68,000 88,000 69,000 45,000 270,000
Bonds - - - - - - -
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - 449,000 449,000
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total - - 68,000 88,000 69,000 494,000 719,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 99
PAGE 125

FY2022 - FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement X
PROJECT TITLE High X Expansion
NCDOT U-2519B A/BB Fayetteville Outer Loop from South of US Medium New X
401 to South of Strickland Bridge Road(SR 1104)-Sewer Low Renovation
BID DATE 10/15/2022
START CONSTRUCTION DATE 12/15/2022 BUDGET CODE
EXPECTED COMPLETION DATE 3/15/2024 CPR1000350
PROJECT DESCRIPTION&JUSTIFICATION x
This project will extend gravity sanitary sewer to serve a portion of Phase V A ,.. ``� - ,, A
fil:Th'
/
Annexation Construction Area 32 that is affected by the proposed Fayetteville - j
Outer Loop corridor.A portion of the sanitary sewer main for the Big Rockfish r tr-- -
Outfall Project will also be installed as part of this project. Construction is \ ,, r �r
expected to begin in FY22 and be completed in FY24. An agreement with �® '
NCDOT is not in place at this time. However, billing is expected upon _. i�
completion of all highway work and to be made in one final payment. Total t
construction cost is estimated at$751,000. See WS 36 - CPR1000348 for the
water portion of this project. t "
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Expenses
Land - - - - - - -
Engineering - - - - - - -
Construction - - 751,000 - - - 751,000
Equipment - - - - - - -
Personnel 10,000 5,000 2,000 - - - 17,000
Other - - - - - - -
Total 10,000 5,000 753,000 - - - 768,000
Pre-FY2021 Exp(Rolling 3 YrAvg) 10,000
FY2021 Estimate 10,000
Total 788,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 'I otal
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund 10,000 5,000 2,000 - - - 17,000
Bonds - - - - - - -
Reserve - - - - - - -
NCDOT Reserve-W/WW - - 19,000 - - - 19,000
NC State Loan Fund - - 315,000 - - - 315,000
Annex V Reserve - - 417,000 - - - 417,000
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total 10,000 5,000 753,000 - - - 768,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 100
PAGE 126

FY2022 -FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement X
PROJECT TITLE High Expansion
NCDOT U-5015 Murchison Road(Langdon St to US 401)-Sewer Medium X New
Low Renovation
BID DATE 4/15/2030
START CONSTRUCTION DATE 7/15/2030 BUDGET CODE
EXPECTED COMPLETION DATE 7/15/2033 CPR1000496
PROJECT DESCRIPTION&JUSTIFICATION .4.
" ` 'r 0
NCDOT plans to widen Murchison Road from Langdon Street to the US 401 . ,:• -��'.��" 1� 1.-
Bypass.There are various sanitary sewer mains in this corridor.These lines may ,/` - E r a
be in conflict with NCDOT's proposed facilities and may be relocated.NCDOT �� �� �I l a +
plans to go to ROW in FY2029. The construction start date is anticipated to be /
FY2030 or beyond. PWC has estimated 80%of the sewer lines will be relocated !Lb �.� #%.*' :j ••.�
as part of this project. Construction of the utility improvements will be included 1 rl i,N
I in the NCDOT Construction contract.Reimbursement for this work to NCDOT ��` �sts•��' Wit`_
will be made at the end of the project. See WS 37-CPR1000495 for the watery. /� iik `.'5
portion of this NCDOT project. ♦ r�~` � �4 z:ter a
..... 4efur .414 _
•• • _ •y
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Expenses
Land - - - - - - -
Engineering - - - - - 150,000 150,000
Construction - - - - - - -
Equipment - - - - - - -
Personnel - - - - 10,000 30,000 40,000
Other - - - - - - -
Total - - - - 10,000 180,000 190,000
Pre-FY2021 Exp(Rolling 3 Yr Avg) -
FY2021 Estimate -
Total 190,000
FY2022 1,12023 F12112-1 FY2025 F1'2026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund - - - - 10,000 180,000 190,000
Bonds - - - - - - -
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total - - - - 10,000 180,000 190,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 101
PAGE 127

FY2022 - FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement X
PROJECT TITLE High X Expansion
NCDOT U-4900 Murchison Road Widening-Sewer Medium New
Low Renovation
BID DATE 5/21/2024
START CONSTRUCTION DATE 7/21/2024 BUDGET CODE
EXPECTED COMPLETION DATE 7/21/2027 CPR1000314
PROJECT DESCRIPTION&JUSTIFICATION v'
NCDOT plans to widen Murchison Road from the I-295 Fayetteville Outer Loop A *II 's,
to the US 401 Bypass.There are various smaller diameter gravity sewer mains in : .._• =. � I f
this corridor. These lines may be in conflict with NCDOT's proposed facilities --�""' 6•
and may need to be relocated.NCDOT plans to go to ROW in May 2022 and to --� ���` Q.O. `.7
start construction in 2024. PWC has estimated 70% of the sewer lines will be a�P � ,\�`
relocated as part of this project.Construction of the utility improvements will be ..0 ��
included in the NCDOT Construction contract.Reimbursement for this work to �j,�
NCDOT will be made at the end of the project. See WS 38-CPR1000306 for . fit► - ``-/•�s ))T
the water portion of this NCDOT project. 3••:•"• N`►+� •P,,�f� * 1 •Q
Aril-. , :y
FY2022 FY2023 F1'2024 FY2025 FY2026 FY27-31 Total
Expenses
Land - 25,000 25,000 - - - 50,000
Engineering 50,000 50,000 50,000 25,000 25,000 25,000 225,000
Construction - - - - 2,100,000 - 2,100,000
Equipment - - - - - - -
Personnel 10,000 10,000 10,000 10,000 10,000 10,000 60,000
Other - - - - - - -
Total 60,000 85,000 85,000 35,000 2,135,000 35,000 2,435,000
Pre-FY2021 Exp(Rolling 3 YrAvg) 64,000
FY2021 Estimate 16,000
Total 2,515,000
FY2022 FY2023 1,12024 FY2025 FY2026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund 60,000 85,000 85,000 35,000 35,000 35,000 335,000
Bonds - - - - - - -
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - 2,100,000 - 2,100,000
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total 60,000 85,000 85,000 35,000 2,135,000 35,000 2,435,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 102
PAGE 128

FY2022-FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement X
PROJECT TITLE High X Expansion
NCDOT U-5101(A)Shaw Rd Widening-Sewer Medium New
Low Renovation
BID DATE 11/19/2024
START CONSTRUCTION DATE 2/19/2025 BUDGET CODE
EXPECTED COMPLETION DATE 6/30/2026 CPR1000315
PROJECT DESCRIPTION&JUSTIFICATION _A
NCDOT plans to widen Shaw Road Shaw Mill Road (SR1614) from Bragg
Blvd.to Murchison Road. There are 16",8" and 6"water mains and 8"gravity
-..J
sewer throughout the project corridor. These lines may be in conflict with »E.,�„....
NCDOT's proposed facilities and may be relocated. NCDOT plans to go to
ROW in FY22 and to start construction in 2025. See WS 39-CPR1000307 for
the water portion of this NCDOT project.
e.
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Expenses
Land 25,000 25,000 - - - - 50,000
Engineering 150,000 50,000 20,000 20,000 20,000 - 260,000
Construction - - - - 400,000 - 400,000
Equipment 5,000 5,000 5,000 5,000 5,000 - 25,000
Personnel 15,000 5,000 5,000 10,000 10,000 - 45,000
Other 25,000 10,000 10,000 50,000 - - 95,000
Total 220,000 95,000 40,000 85,000 435,000 - 875,000
Pre-FY2021 Exp(Rolling 3 Yr Avg) -
FY2021 Estimate -
Total 875,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund 220,000 95,000 40,000 85,000 35,000 - 475,000
Bonds - - - - - - -
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - 400,000 - 400,000
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total 220,000 95,000 40,000 85,000 435,000 - 875,000
FY2022 FY2023 Fl"2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 103
PAGE 129

FY2022 -FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement X
PROJECT TITLE High X Expansion
DOTR U-5798 A-Gillis Hill Rd Widening-Sewer Medium New
Low Renovation
BID DATE 3/15/2022
START CONSTRUCTION DATE 5/15/2022 BUDGET CODE
EXPECTED COMPLETION DATE 5/15/2025 CPR1000316
PROJECT DESCRIPTION&JUSTIFICATION 4 It ���-
NCDOT plans to widen Gillis Hill Road from US HWY 401 Raeford Road to
Lindsey Road in Hoke County. There is a 16" water main serving the Hoke
County Water Booster Pump Station and gravity sewer mains in this corridor. 1
These lines may be in conflict with NCDOT's proposed facilities and may be
1114Noillmi.„
relocated.NCDOT is proposing to replace the bridge and approximately 6,000- 1
LF of road widening in the first phase of the project which includes the section4,1111111
from Raeford Road to Stoney Point Road.Scheduled let date is March 2022 with
construction starting in FY2022.See WS 40-CPR1000308 for the water portion 411.1111
of this project.
WI
FY2022 FY2023 F12024 FY2025 FY2026 FY27-31 Total
Expenses
Land - - - - - - -
Engineering 20,000 15,000 5,000 - - - 40,000
Construction - 725,000 - - - - 725,000
Equipment - - - - - - -
Personnel 10,000 5,000 5,000 5,000 - - 25,000
Other - - - - - - -
Total 30,000 745,000 10,000 5,000 - - 790,000
Pre-FY2021 Exp(Rolling 3 YrAvg) 27,000
FY2021 Estimate 18,000
Total 835,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund 30,000 20,000 10,000 5,000 - - 65,000
Bonds - - - - - - -
Reserve - - - - - - -
NCDOT Reserve-W/WW - 725,000 - - - - 725,000
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total 30,000 745,000 10,000 5,000 - - 790,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 104
PAGE 130

FY2022 -FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement X
PROJECT TITLE High X Expansion
NCDOT U-3422 Camden Rd Widening-Sewer Medium Rew
Low Renovation
BID DATE 10/17/2023
START CONSTRUCTION DATE 1/15/2024 BUDGET CODE
EXPECTED COMPLETION DATE 1/15/2027 CPR1000317
PROJECT DESCRIPTION&JUSTIFICATION - -ss
NCDOT plans to widen Camden Road from NC 59 to the new 1-295 Fayetteville A
Outer Loop. There are some intermittent small diameter sewer mains in this
corridor. These lines will be in conflict with NCDOT's proposed facilities and
will need to be relocated.NCDOT plans to go to ROW in August 2021 and start 1""{
construction in FY2024. PWC has estimated 100% of the sewer lines will bere0 '"'"
relocated as part of this project.Construction of the utility improvements will be 1
included in the NCDOT construction contract.Reimbursement for this work to M,,-,. „
NCDOT will be made at the end of the project. See WS 42-CPR1000309 for -
the water portion of this NCDOT project. '.
.
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Expenses
Land 50,000 50,000 - - - - 100,000
Engineering 30,000 30,000 30,000 50,000 50,000 25,000 215,000
Construction - - - - 200,000 - 200,000
Equipment - - - - - - -
Personnel 10,000 10,000 10,000 10,000 10,000 10,000 60,000
Other - - - - - - -
Total 90,000 90,000 40,000 60,000 260,000 35,000 575,000
Pre-FY2021 Exp(Rolling 3 Yr Avg) 21,000
FY2021 Estimate 10,000
Total 606,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund 90,000 90,000 40,000 60,000 60,000 35,000 375,000
Bonds - - - - - - -
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - 200,000 - 200,000
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total 90,000 90,000 40,000 60,000 260,000 35,000 575,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 105
PAGE 131

FY2022 -FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement X 1
PROJECT TITLE High X Expansion
NCDOT U-6072A SRl 112(Rockfish Rd)from Strickland Bridge Medium New
Rd.to Camden Rd.(Sewer) Low Renovation
BID DATE
START CONSTRUCTION DATE BUDGET CODE
EXPECTED COMPLETION DATE CPR1000379
PROJECT DESCRIPTION&JUSTIFICATION /ti^ p �i1• ✓4� �y at1
NCDOT plans to widen Rockfish Road from Strickland Bridge Road to Camden ( � ` '-N�1
Road.There is an existing 16-inch water main running the length of the project �'
corridor.This line may be in conflict with NCDOT's proposed facilities and may ,t•r F; �11* �.
be needed to be relocated.NCDOT plans to go to ROW in FY28, and to start �' .,y, "� ~7
construction beyond the current TIP. See WS 33 -CPR1000371 for the water j 0� �' 4 _
portion of this NCDOT project. ,�`�
U•'
4
..�(G I11' mflL
1;14 low , .yam
1'l'2022 FY2023 F12024 FY2025 FY2026 FY27-31 Total
Expenses
Land - - - - - 10,000 10,000
Engineering - - - - - 74,000 74,000
Construction - - - - - - -
Equipment - - - - - - -
Personnel - - - - - 11,000 11,000
Other - - - - - - -
Total - - - - - 95,000 95,000
Pre-FY2021 Exp(Rolling 3 YrAvg) -
FY2021 Estimate -
Total 95,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund - - - - - 95,000 95,000
Bonds - - - - - - -
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total - - - - - 95,000 95,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 106
PAGE 132

FY2022 -FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement X
PROJECT TITLE High X Expansion
NCDOT U-4405 Raeford Rd Median Improv,Hampton Oaks Drive Medium New
to Fairway Drive Low Renovation X
BID DATE 10/15/2021
START CONSTRUCTION DATE 12/15/2021 BUDGET CODE
EXPECTED COMPLETION DATE 11/15/2028 CPR1000268
PROJECT DESCRIPTION&JUSTIFICATION A l , -'r""a�t� I t- Z' <
This project will relocate water mains as necessary to eliminate conflicts with the j' i) h ;!-e Ate► { his
proposed NCDOT roadway construction. The new roadway work will be from "ram, ��g .r ..d = '�c1c?'?
ram. - _ y`c&
Hampton Oaks Drive to Fairway Drive along Raeford Road.Construction of the ` � lye 1� ..r- +.�t5
utility improvements will be included in the NCDOT construction contracts. cl :.rwi e �§►� ~L.."
NCDOT has decided to separate the project in three(3)phases.Reimbursement - zllr''`� ri7„In
for this work to NCDOT will be made at the end of the individual phases. �11119 r.- 7� J s_ e; !3s 'zi,
Completion of Phase 3 is anticipated to occur in FY2028. This project also ",,"1 -a -, i i:'� 141- 1"i� .. '. _'
P P v � -..�aVi7% ii .. j-:err �_
includes the Buckhead Creek Sewer Relocation, which will be completed in Z : ' ' c - �` �` •-�`,���'
FY2022 and constructed separately from the NCDOT project. See WS 35 .n w: w► ' w fM,- n,- -
CPR1000267 for the water portion of this project. `yJ r , - A�~ ��
.. .. raj , 4_•x
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Expenses
Land 30,000 - - - - - 30,000
Engineering 110,000 65,000 45,000 45,000 30,000 50,000 345,000
Construction 1,280,000 - 200,000 - 1,150,000 6,700,000 9,330,000
Equipment - - - - - - -
Personnel 30,000 30,000 30,000 40,000 30,000 50,000 210,000
Other - - - - - - -
Total 1,450,000 95,000 275,000 85,000 1,210,000 6,800,000 9,915,000
Pre-FY2021 Exp(Rolling 3 YrAvg) 378,000
FY2021 Estimate 148,000
Total 10,441,000
FY2022 FY2023 F1202-1 FY2025 FY2026 F127-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund - - - - - - -
Bonds 1,450,000 95,000 75,000 85,000 60,000 100,000 1,865,000
Reserve - - - - - - -
NCDOT Reserve-W/WW - - 200,000 - 1,150,000 6,700,000 8,050,000
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total 1,450,000 95,000 275,000 85,000 1,210,000 6,800,000 9,915,000
FY2022 FY2023 FY2024 Fl"2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 107
PAGE 133

FY2022 -FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement X
PROJECT TITLE High X Expansion
Medium New X
NCDOT U-4709 Rockfish Road,Golfview Drive to NC 59-Sewer Low Renovation
BID DATE 5/17/2022
START CONSTRUCTION DATE 7/17/2022 BUDGET CODE
EXPECTED COMPLETION DATE 7/31/2025 CPR1000398
PROJECT DESCRIPTION&JUSTIFICATION ,
This project will relocate approximately 2,000 linear feet of existing 8-inch
sewer mains in conflict with NCDOT's roadway improvements for Rockfish I
•
Road,between Golfview Drive and NC 59. Construction is anticipated to begin �' f
in FY23 and be completed in FY2026. An agreement with NCDOT is not in ----- ��
place at this time.However,billing is expected upon completion of all road work �v
and is anticipated to be made in one final payment. See WS 44 -CPR1000399 /
for the water portion of this project. - . '
1 ,
� - l ,
FY2022 F1'2023 F1'2024 Fl"2025 FY2026 FY27-31 Total
Expenses
Land - - - - - - -
Engineering 10,000 5,000 5,000 5,000 5,000 - 30,000
Construction - - - 825,000 - - 825,000
Equipment - - - - - - -
Personnel 5,000 5,000 5,000 5,000 5,000 - 25,000
Other - 10,000 10,000 5,000 - - 25,000
Total 15,000 20,000 20,000 840,000 10,000 - 905,000
Pre-FY2021 Exp(Rolling 3 YrAvg) 7,000
FY2021 Estimate 10,000
Total 922,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund 15,000 20,000 20,000 15,000 10,000 - 80,000
Bonds - - - - - - -
Reserve - - -
NCDOT Reserve-W/WW - - - 825,000 - - 825,000
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total 15,000 20,000 20,000 840,000 10,000 - 905,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 108
PAGE 134

FY2022 -FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement X
PROJECT TITLE High X Expansion
NCDOT U-4403(B)Ramsey Street Widening-Sewer Medium New
Low Renovation
BID DATE 12/15/2028
START CONSTRUCTION DATE 3/15/2029 BUDGET CODE
EXPECTED COMPLETION DATE 3/15/2032 CPR1000312
PROJECT DESCRIPTION&JUSTIFICATION _
NCDOT plans to widen Ramsey Street from Slocumb Road to Grove Street. A
This phase of the project is between US 401 Business (MLK Freeway) to US !:-
401 Bypass. PWC has extensive water and sewer facilities in this corridor. 441 �:t
These lines may be in conflict with NCDOT's proposed facilities and may be �: :' '�"
relocated. PWC has estimated that 80% of the sewer mains will need to be 1 ' •
replaced. NCDOT plans to start ROW acquisition in FY2026, and it ism - r,,,'
anticipated that construction will start in FY2029. It is anticipated that NCDOT �``�' r: r
will bill PWC for the utility work upon completion of the project. See WS 45- l - �' -.: rir
CPR1000293 for the water portion of this NCDOT project r:-+`'` - •._- PVP
-, -alit'--,.., "T$i "Irtri1.1
.•i•�..; '., ir.._ ice.. • ir
FY2022 FY2023 FV2024 FY2025 FY2026 FY27-31 Total
Expenses
Land - - - 100,000 100,000 200,000
Engineering 50,000 50,000 150,000 150,000 100,000 425,000 925,000
Construction - - - - - 3,200,000 3,200,000
Equipment - - - - - - -
Personnel 10,000 10,000 20,000 20,000 20,000 100,000 180,000
Other - - - - - - -
Total 60,000 60,000 170,000 270,000 220,000 3,725,000 4,505,000
Pre-FY2021 Exp(Rolling 3 YrAvg) 524,000
FY2021 Estimate 9,000
Total 5,038,000
FY2022 FY2023 FV"202-1 F1"2025 FY2026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund 60,000 60,000 170,000 270,000 220,000 525,000 1,305,000
Bonds - - - - - - -
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - 3,200,000 3,200,000
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total 60,000 60,000 170,000 270,000 220,000 3,725,000 4,505,000
FY2022 FY2023 FY2024 FY2025 FV'2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 109
PAGE 135

FY2022 - FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement X
PROJECT TITLE High X Expansion
NCDOT U-4403(C)Ramsey Street Widening-Sewer Medium New
Low Renovation
BID DATE 10/1/2028
START CONSTRUCTION DATE 1/15/2029 BUDGET CODE
EXPECTED COMPLETION DATE 1/15/2032 CPR1000487
PROJECT DESCRIPTION&JUSTIFICATION , wl,•-.-1- /
NCDOT plans to widen Ramsey Street from Slocumb Road to Grove Street. �A J % --�
This phase of the project is from US 401 Bypass to Slocumb Road. NCDOT 4
plans to go to ROW acquisition in FY2025, with an anticipated bid date in _ A.
FY2029. PWC has estimated that 80% of the sewer mains will need to be 1�`‘"
replaced as a result of this project. See WS 46 - CPR1000485 for the sewer `�fi - _ « " :��
portion of this NCDOT project. •`'y All- ��_ ' ' ��+�c
t.. 1r-
i WOO
:„. Ili gc
FY2022 FY2023 FY2024 FY2025 F1'2026 FY27-31 Total
Expenses
Land - 100,000 100,000 - - - 200,000
Engineering 50,000 50,000 150,000 150,000 150,000 600,000 1,150,000
Construction - - - - - 3,200,000 3,200,000
Equipment - - - - - - -
Personnel 10,000 10,000 20,000 20,000 20,000 100,000 180,000
Other - - - - - - -
Total 60,000 160,000 270,000 170,000 170,000 3,900,000 4,730,000
Pre-FY2021 Exp(Rolling 3 YrAvg) -
FY2021 Estimate 9,000
Total 4,739,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund 60,000 160,000 270,000 170,000 170,000 700,000 1,530,000
Bonds - - - - - - -
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - 3,200,000 3,200,000
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total 60,000 160,000 270,000 170,000 170,000 3,900,000 4,730,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: Med
WS 110
PAGE 136
i

FY2022 -FY2031
CAPITAL IMPROVEMENT PROGRAM
Water Resources
DIVISION ACTIVITY CATEGORY PRIORITY TYPE PROJECT
WATER ADMINISTRATION 341500 Sanitary Sewer Collection Score Replacement X
PROJECT TITLE High Expansion
NCDOT U-4403(A)Ramsey Street Widening-Sewer Medium X New
Low Renovation
BID DATE
START CONSTRUCTION DATE BUDGET CODE
EXPECTED COMPLETION DATE CPR1000488
PROJECT DESCRIPTION&JUSTIFICATION
NCDOT plans to widen Ramsey Street from Slocumb Road to Grove Street. ( �� moat ll . _
This phase of the project is from Grove Street to US 401 Business (MLK •','
Freeway). This phase of the project is currently outside of NCDOT's current 10- iir ;
year Transportation Improvement Program(TIP). It is anticipated that NCDOT ' •
will begin ROW acquisition in FY2031. PWC has estimated that 80% of the ! •', lk— 1----
sewer mains will need to be replaced as a result of this project. The anticipated �timp,
iiiiiconstruction cost is $1,700,000. See WS 47 - CPR1000486 for the sewer illh � ��
portion of this NCDOT project. ��� �.
al ..fli- --, I. .....
... ........,,,,z.
.... ....(4,
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Expenses
Land - - - - - - -
Engineering - - - - - 50,000 50,000
Construction - - - - - - -
Equipment - - - - - - -
Personnel - - - - - 20,000 20,000
Other - - - - - - -
Total - - - - - 70,000 70,000
Pre-FY2021 Exp(Rolling 3 YrAvg) -
FY2021 Estimate -
Total 70,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Funding Source
Electric Fund - - - - - - -
Water/Sewer Fund - - - - - 70,000 70,000
Bonds - - - - - - -
Reserve - - - - - - -
NCDOT Reserve-W/WW - - - - - - -
NC State Loan Fund - - - - - - -
Annex V Reserve - - - - - - -
Participation - - - - - - -
REPS - - - - - - -
Hurricane Matthew CPF - - - - - - -
Substation Rebuild CPF - - - - - - -
Total - - - - - 70,000 70,000
FY2022 FY2023 FY2024 FY2025 FY2026 FY27-31 Total
Impact on Operating Budget
New Personnel - - - - - - -
Operating/Maintenance - - - - - - -
Capital Outlays - - - - - - -
New Revenue - - - - - - -
Total - - - - - - -
*Priority Score: ?vied
WS 111
PAGE 137

Response Action Plan

Public Works Commission
of the City of Fayetteville, NC
SEWER OVERFLOW RESPONSE PLAN
(SORP)
Revised April 2021

Sewer Collection System Owner:
Public Works Commission
PO Box 1089
Fayetteville, NC 28302
Contacts:
Mick Noland, COO Water Resources
910-223-4733
910-797-7296 (mobile)
Chris Rainey, W/R Operations Manager
910-223-4718
910-237-3494 (mobile)
Regulatory Agency:
NC Division of Environmental Quality, Fayetteville Regional Office
225 Green Street,Suite 714
Fayetteville, NC 28301-5043
910-433-3300
Trent Allen, Regional Supervisor
910-433-3336
After Hours Reporting Number
800-858-0368 or(919)733-3300.
Revised April 2021

TABLE OF CONTENTS
SECTION DESCRIPTION PAGE
I. Authority& Responsibility 1
II. Objectives 2
Ill. Organizational Structure & Personnel 3
IV. Overflow Response Procedure 4
A. Activation
B. Response
C. Cleanup,Assessment, &Initial Notification
V. Notification and Reporting Requirements 6
A. Internal Reporting
B. External Reporting
Appendices
A. Emergency Contacts
B. SSO Flow Chart
C. SSO Report Form
D. SSO Report Form Guidance
E. Sewage Spill Notification Checklist &Templates
F. PWC Equipment List
G. Emergency Vendor List
I
Revised April 2021

SECTION I. AUTHORITY& RESPONSIBILITY
This Sewer Overflow Response Plan (SORP) is prepared pursuant to Permit Number WQCS00007
to facilitate proper response to and reporting of Sanitary Sewer Overflows (SSOs) occurring from
the Public Works Commission's sanitary sewer collection system.
The Chief Operating Officer for Water Resources (COO WR) is responsible for ensuring overall
compliance with this permit and ensuring all necessary resources are made available to PWC staff
to implement this plan.
The Water Resources Operations Manager (WROM) is responsible for ensuring this plan is
accurate, up to date, and implemented according to the procedures outlined herein.
Revised April 2021
1

SECTION II. OBJECTIVES
The SORP is designed to ensure that every report of a SSO incident is immediately dispatched to
the appropriate PWC staff for quick response, which will minimize the effects of the overflow
with respect to impacts on public health, safety, and water quality. The SORP further includes
provisions to ensure that notification and reporting is made to the appropriate regulatory agency
and the general public, where necessary.
The primary objective of the SORP is to protect public health and the environment, maintain
regulatory compliance and the collection system permit conditions. Additional objectives are as
follows:
• Respond to all SSOs in a timely manner;
• Adequately mitigate any negative environmental consequences;
• Protect collection system personnel;
• Protect the collection system and wastewater treatment facilities;
• Protect private and public property beyond the collection and treatment facilities.
is
Revised April 2021
2

SECTION III. ORGANIZATIONAL STRUCTURE& PERSONNEL
PWC is a water, sewer, and electric service provider with over 500 employees. PWC maintains
its fleet of vehicles, equipment, spare parts, personnel and funding to ensure adequate and
timely response to all sewer overflows.
The list of equipment maintained by PWC is found in Appendix F of this document. This
equipment is available 24 hours a day, 365 days a year.
Spare parts are maintained in inventory to repair virtually any size and type of sewer line that
might break. Pump stations are built with redundancy to prevent failures. Spare pumps and/or
parts are kept on hand for critical equipment to minimize any possible down time. PWC has
portable pumps and permanent on site generators equipped with Automatic Transfer Switches
(ATS) for use during power failures. Pump stations are also monitored remotely with SCADA
software.
The Public Works Commission (PWC) includes funding in its annual operating budget to cover
expenses related to SSOs. In addition,the PWC maintains a contingency line item in the annual
budget to cover unexpected emergencies.
The PWC Water Resources Department is fully staffed in a manner to appropriately respond to
emergencies on a 24 hour basis. (See W/R Organizational Chart in Appendix H).
Revised April 2021
3

SECTION IV. OVERFLOW RESPONSE PROCEDURE .'
A. Activation
During normal business hours, the W/R Construction Department is notified of overflows by the public,
Public Works Commission (PWC) staff members, or City staff members. Most commonly, these reports
are called into PWC Customer Service Representatives and are immediately forwarded to W/R
Construction office staff. Upon receiving these reports, initial notification is given to Emergency Sewer
Maintenance Personnel (ESMP)to investigate the report and expedite overflow response and recovery;
additional notification is made to the Operator in Responsible Charge (ORC), wastewater Senior Project
Coordinator(SPC), and Water Resources Operations Manager(WROM).
During off-hours, overflows are reported to the PWC Emergency Dispatch Center (EDC). The EDC
immediately contacts the Primary Wastewater Collection On-Call Personnel (PWC OCP)to investigate the
report and expedite overflow response and recovery.
B. Response
During normal business hours, ESMP are immediately dispatched to the location to investigate the report.
During off-hours,the PWC OCP is dispatched to the location to investigate the report and is to be onsite
within two hours of notification of the SSO. The primary objective of the PWC OCP is to protect public
health and safety by mitigating the impact of the overflow to the maximum extent possible. Upon arrival
at the SSO, PWC OCP should perform the following:
1. Document arrival time and flow in pipe downstream of SSO for use in calculating 5S0 volume on
work order.
2. Determine the cause of the overflow.
3. Identify and request assistance or additional resources to correct the SSO or to assist in
determination of its cause; (See Equipment List in Appendix F and Emergency Vendor List in
1 Appendix G). PWC spare parts/inventory is maintained at the PWC warehouse.
4. Take immediate steps to stop the SSO. In most cases,a combination vacuum/jetter truck is used
to clear the blockage. Additional ESMP are dispatched (as needed) to assist in clearing and
removal of the blockage,as well as recovery efforts.The On-Call Maintenance Supervisor(OCMS),
ORC,OM, and SPC are notified of the incident as applicable for normal business or off-hours.
5. Take steps to contain the sewage that has already been discharged.
Revised April 2021
4

a. Determine the immediate destination of the SSO, e.g., storm drain, street curb gutter, body
of water,stream bed,etc.;
b. Identify the necessary materials and equipment to contain or isolate the SSO.
c. Take steps to contain the SSO, e.g., block or bag storm drains, recover using vacuum/jetter
truck,divert into downstream manhole, etc.
6. If repairs will result in a prolonged SSO, set up a portable by-pass operation around the
obstruction.
a. Take appropriate measures to determine the proper size and number of pumps required to
handle the sewage flow.
b. Implement continuous monitoring of the by-pass operation.
C. Cleanup,Assessment, &Initial Notification
1. Overflow site shall be thoroughly cleaned immediately after a spill incident. The wastewater
residue shall be collected from the affected area by a vacuum/jetter truck, leaving no wastewater
residue for future rain events to carry away. Solids and debris are to be recovered and
transported for proper disposal. Where appropriate,the affected area shall be disinfected with
hydrated or pelletized lime. All sewer line segments involved in the overflow are thoroughly
cleaned,followed by CCTV inspections,and repairs initiated if necessary.
2. After flow has returned to normal, re-check flow in pipe downstream of overflow and document
(on work order)flow for use in calculating SSO volume.
3. Water quality monitoring shall be conducted if the SSO reaches surface water. In this case, the
PWC Watershed Specialist is notified via email that sampling is required. The PWC Watershed
Specialist shall collect water quality samples at a location above and below the SSO. Follow up
samples will be collected until such time as the downstream sample site has returned to levels at
or near background. The Watershed Specialist shall submit a summary of the water quality data
to the PWC Collection System ORC to be included in the file along with other reports and
documentation related to the spill.
4. Notification to the North Carolina Department of Environmental Quality Division of Water
Resources(NCDEQ/DWR), PWC's Communications/Community Relations Department(CCR),and
local storm water management is performed after the initial response but in no case later than
Revised April 2021
5

24 hours following discovery of the overflow. Notification shall be conducted in accordance with
the Notification and Reporting Procedures in Section V of this document.
SECTION V. NOTIFICATION AND REPORTING REQUIREMENTS
Any SSO potentially threatens the health and safety of the public and the environment. The PWC and
NCDEQ/DWR are charged with protecting the public from this potential harm. Therefore, it is required by
NCDEQ/DWR and is the PWC's policy to report any overflow and/or spill, regardless of volume, that
reaches surface waters or any overflow and/or spill of 1000 gallons or more.
A. Internal Reporting
1. The On-Call Maintenance Supervisor (OCMS), ORC, OM, and SPC are notified of the incident at
the time of initial assessment.
2. PWC's Watershed Environmental Technician is notified if the spill reaches surface water.
3. PWC's Communication/Community Relations Department(CCR)is immediately notified and
kept informed throughout the clean-up. Local storm water management is notified as soon as
practical.
4. If the overflow is grease related,the FS will provide notification to the System Protection section.
5. Communication/Community Relations Department will notify PWC Management Team, Risk
Management Department, PWC Customer Service Department, and PWC Commissioners. (See
Public Information Sewage Spill Announcement Checklist—Appendix E).
B. External Reporting
1. OCMS, ORC, OM, or SPC shall verbally report to a NC Division of Water Resources staff member
at the Fayetteville Regional Office, at telephone number 910-433-3300, immediately after being
mitigated, but in no case more than 24 hours following the occurrence or first knowledge of the
occurrence of either of the following:
• Any SSO and/or spill of 1,000 gallons or more;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
occurring outside normal business hours may also be reported to the Division of Emergency
Management at telephone number 800-858-0368 or 919-733-3300. Pertinent information such
k
Revised April 2021
6

as location,surface water destination,and quantities should be readily available when making the
verbal report.
I2. ESMP or PWC OCP will complete a PWC Work Order,initially documenting information necessary
for preparing the Collection System Sanitary Sewer Overflow Reporting Form (See Appendix C).
I
3. The ORC or back-up ORC will complete the Collection System Sanitary Sewer Overflow Reporting
Form (See Appendix C— Forms) and submit to the OM for review. Final written report will be
submitted to NCDENR/DWR within 5 business days of the incident occurrence. Web-based report
form may be substituted in lieu of written report;the PWC typically utilizes the web-based option.
I4. If the spill is grease related,System Protection personnel will conduct inspections at food service
establishments and distribute educational material to high density dwellings if they are in the
general vicinity of the overflow; in some cases, this will include the most upstream areas of the
affected sewer shed.
5. If the spill is grease related, CCR personnel will conduct a "Grease Callout Notification" via
recorded telephone message to all customers upstream of the spill location.
6. For spills of 1,000 gallons to 14,999, PWC's CCR Department will notify City Council,Cumberland
County,and do a press release to all print and electronic news media that provide coverage in the
county where the discharge occurred, setting out the details of the discharge within 24 hours.
(See Public Information Sewage Spill Announcement Checklist—Appendix E).
7. In addition to the notifications made in number 6 above,for spills of 15,000 gallons or more PWC's
CCR Department will place a paid public notice (See Appendix E — Sewage Spill Notification
Checklist &Templates) in the Fayetteville Observer and the newspaper of downstream county
within 10 days. Copies of the paid public notices are submitted to the Fayetteville Regional Office
of NCDEQ/DWR
i
is
is
Revised April 2021
li
7

APPENDIX A
EMERGENCY CONTACTS
f
Revised April 2021

Department Contact Internal Telephone Number FAX# Radio# Channel Home# Cell#
GENERAL MANAGER Elaine Ball 4002 223-4002 829-0207 830-305-0972 309-6411
W/R ADMINISTRATION Mick Noland 4733 223-4733 829-0207 484-8457 624-1228
Venus Durant 4001 223-4001 829-0207 480-1465 987-6961
ENGINEERING Misty Manning 4736 223-4736 829-0203 Office 3-B 263-2549 263-0438
_
John Allen 4734 223-4734 829-0203 423-5659 797-7296
Darrell McManus 3713 223-3713 829-0203 488-4499 263-4878
CONSTRUCTION Chris Rainey 4718 223-4718 829-0204 300 1-B 850-0491 237-3494
....................................................................
Kenny Hart 4721 223-4721 829-0204 302 1-B 323-9421 263-4911
John Junot 4726 223-4726 829-0204 307 1-B 257-7619 263-4893
Tim Ramsey 4725 223-4725 829-0204 305 1-8 527-1141 263-4917
Chastity Decatur 4715 223-4715 829-0204 Office 1-B
William McPhaul 4729 223-4729 829-0204 306 1-B 483-7135 263-4088
Marty Tew 4761 223-4761 829-0204 301 1-B 864-4320 263-9163
Kevin Hawley 4720 223-4720 829-0204 303 1-8 237-7994 263-4913
Martine Coyne 4717 223-4717 829-0204 Office 1-B
Carla Jackson 4716 223-4716 829-0204 Office 1-B
ENVIRONMENTAL Rhonda Locklear 4702 223-4702 484-1228 987-0221 797-4203
Wendy Dunaway 4760 223-4760 483-1952 551 6-B 487-3259 263-4895
CENTRAL MAINTENANCE Tracy Dowd 4697 223-4697 483-4362 866-4914 813-1388
... ............................................................
Joe Davis 4871 223-4871 483-4362 531-4632 263-4899
......................... ..... ... .. .... ..........
Daniel Simpson 4895 223-4895 483-4362 309-4486 263-4943
Camie Home 4790 223-4790 483-4362
. . ................................. ..................
Mike Wright 4750 223-4750 483-4362 485-2269 263-5116
Orville Wint 4895 223-4895 483-4362 922-9248 237-9438
Winn Jenkins 4707 223-4707 483-4362 364-2618 263-4907
RISK MANAGEMENT Ike Copeland 4116 223-4116 483-7313 919-359-0062 257-1129
PUBLIC RELATIONS Carolyn Justice-Hinson 4015 223-4015 829-0207 423-5940 263-5090
Nicole Stiff 4022 223-4022 829-0207 813-3297 263-5010
NC DWR Regional Office 433-3300
Trent Allen 433-3326
After Hours Reporting 800-858-0368
Stedman Martin Jones 323-1892
NORCRESS Amy Hall 678-7637
Kelly Hills Amy Hall 678-7637
Revised April 2021

•
APPENDIX B
SSO FLOW CHART
Revised April 2021

PWC Sewer Spill Response Procedure
This also covers Norcress,Kelly Hills,and Stedman
Step 1 —Initial Assessment
• Document Response Time
• Inspect Area,Determine Spill Boundary, and Estimate Spill Volume using attached chart or other means.
Step 2--Determine Reporting Requirements
Did spill reach a creek, stream, lake, or ditch with existing water?
no
Notify PWC's Environmental Did Spill Equal or Exceed •
Department. (See Attached Yes/Maybe 1,000 gallons?
Contact List.)
1
no
i
Proceed to step 3
Step 3— Spill Clean-up /Notification
• PWC's W/R Construction Department shall notify NC DWR and PWC CCR Department of all
reportable spills within 24 hours.
• Remove blockage and make necessary repairs.
• Remove all visible debris and ponded wastewater.
• Apply lime to affected area(not to surface water.)
• If area is publicly accessible, erect a barrier such as colored tape to prevent public access/contact
•
with affected area.
• If necessary, initiate erosion control measures.
• Complete Collection System Sanitary Sewer Overflow Report Form and send to the Department
Manager within 24 hours.
• ORC or Back-up ORC shall submit written report to NC DWR within 5 business days. If it is a
reportable spill, Web-based SSO reporting form may be substituted in lieu of written report.

•
APPENDIX C
Collection System Sanitary Sewer Overflow Report Form
it
Revised April 2021

State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
DiIR
Collection System Sanitary Sewer Overflow Reporting Form
Division of Water Resources Foiin CS-SSO
PART I:
This form shall be submitted to the appropriate DWR Regional Office within five business days of the first knowledge of the
sanitary sewer overflow(SSO).
Permit Number: (WQCS#if active,otherwise use WQCSD#)
Facility: Incident#: Owner:
Region: City: County:
Source of SSO(check applicable): ❑ Sanitary Sewer ❑ Pump Station/Lift Station
SPECIFIC location of the SSO(be consistent in description from past reports or documentation-i.e. Pump
Station 6,Manhole at Westall&Bragg Street,etc.):
Manhole#:
Latitude(degrees/minute/second): Longitude(degrees/minute/second):
Incident Started Dt: Time: Incident End Dt: Time:
(mm-dd-yyyy) (hh:mm)AM/PM (mm-dd-yyyy) (hh:mm)AM/PM
Estimated volume of the SSO: gallons Estimated Duration(round to nearest hour): hour(s)
Describe how the volume was determined:
Weather conditions during the SSO event:
Did the SSO reach surface waters? ❑ Yes ❑ No ❑ Unknown
Volume reaching surface waters: gallons Surface water name:
Did the SSO result in a fish kill? ❑Yes ❑ No ❑ Unknown
If Yes,what is the estimated number of fish killed?
SPECIFIC cause(s)of the SSO:
❑Severe Natural Conditions ❑ Grease ❑Roots ❑Inflow&Infiltration
['Pump Station Equipment Failure ❑ Power Outage ['Vandalism ❑ Debris in line ['Pipe Failure(Break)
['Other(Please explain in Part II)
24-hour verbal notification(name of person contacted):
❑DWR ['Emergency Management Date(mm-dd-yyy): Time:(hh:mm AM/PM):
Per G.S. 143-215.1C(b),the owner or operator of any wastewater collection system shall:
In the event of a discharge of 1,000 gallons or more of untreated wastewater to the surface waters of the State,issue
a press release to all print and electronic news media that provide general coverage in the county where the
discharge occurred setting out the details of the discharge. The press release shall be issued within 24 hours after
the owner or operator has determined that the discharge has reached surface waters of the State.
In the event of a discharge of 15,000 gallons or more of untreated wastewater to the surface waters of the State,
publish a notice of the discharge in a newspaper having general circulation in the county in which the discharge
occurs and in each county downstream from the point of discharge that is significantly affected by the discharge. The
Regional Office shall determine which counties are significantly affected by the discharge and shall approve the form
and content of the notice and the newspapers in which the notice is published.
WHETHER OF NOT PART II IS COMPLETED,A SIGNATURE IS REQUIRED SEE PAGE 13
Form CS-SSO Page 1

In order to submit a claim for justification of an SSO,you must use Part II of form CS-SSO with additional documentation as
necessary. DWR staff will review the justification claim and determine if enforcement action is appropriate.
PART II:
ANSWER THE FOLLOWING QUESTIONS FOR EACH RELATED CAUSE CHECKED IN PART I OF THIS FORM AND
INCLUDE THE APPROPRIATE DOCUMENTATION AS REQUIRED OR DESIRED
COMPLETE ONLY THOSE SECTONS PERTAINING TO THE CAUSE OF THE SSO AS CHECKED IN PART I
(In the check boxes below,NA=Not Applicable and NE=Not Evaluated)
A HARDCOPY OF THIS FORM SHOULD BE SUBMITTED TO THE APPROPRIATE DWR REGIONAL OFFICE UNLESS
IS HAS BEEN SUBMITTED ELECTRONICALLY THROUGH THE ONLINE REPORTING SYSTEM
Form CS-SSO Page 2

Severe Natural Conditions(hurricane, tornado, etc.)
Describe the"severe natural condition"in detail:
How much advance warning did you have and what actions were taken in preparation for the event?
Comments:
{
(
Form CS-SSO Page 3

Grease(Documentation such as cleaning, inspection, enforcement actions, past overflow reports, educational
material and distribution date,etc. should be available upon request.)
When was the last time this specific line(or wet well)was cleaned?
Do you have an enforceable grease ordinance that requires new or retrofit of
grease traps/interceptors? ❑Yes ❑ No ❑ NA ❑NE
Have there been recent inspection and/or enforcement actions taken on near-
by restaurants or other nonresidential grease contributors? ❑ Yes ❑ No DNA ❑ NE
Explain:
Have there been other SSOs or blockages In this areas that were also caused
by grease ❑ Yes ❑ No DNA ❑ NE
When?
If yes,describe them:
Have cleaning and inspections ever been done at this location? ❑ Yes ❑ No DNA ❑ NE
Explain.
Have educational material about grease been distributed in the past? ❑ Yes ❑ No DNA ❑ NE
When:
and to whom:
Explain:
If the SSO occurred at a pump station,when was the wet well and pumps last checked
for grease accumulation:
Were the floats dean? ❑ Yes ❑ No DNA ❑ NE
Comments:
Form CS-SSO Page 4

Roots
Do you have an active root control program on the line/area in question? ❑Yes ❑ No ❑NA ❑ NE
Describe:
Have cleaning and inspections ever been increased at this location because
of roots? ❑ Yes ❑ No ❑NA ❑ NE
Explain:
What corrective actions have been accomplished at the SSO location(and
surrounding system if associated with the SSO)?
What corrective actions are planned at the SSO location to reduce root intrusion?
Has the line been smoke tested or videoed within the past year? ❑ Yes ❑ No ❑NA ❑ NE
If Yes,when?
Comments:
Form CS-SSO Page 5
rSr

Inflow and Infiltration
Are you under an SOc(Special Order by Consent)or do you have a schedule ❑ Yes D No DNA ❑ NE
in any permit that addresses III?
Explain if Yes:
What corrective actions have been taken to reduce or eliminate I&I related overflows this spill location
within the last year?
Has there been any flow studies to determine Ill problems in the ❑ Yes ❑ No DNA ❑ NE
collection system at the SSO location?
If Yes,when was the study completed and what actions did it recommend?
Has the line been smoke tested or videoed within the past year? ❑ Yes ❑ No DNA ❑ NE
If Yes,when and what actions are necessary and the status of such actions:
Are there Ill related projects in your Capital Improvement Plan? D Yes ❑ No DNA ❑ NE
If Yes,explain:
Have there been any grant or loan applications for Ill reduction projects? ❑ Yes ❑ No DNA ❑ NE
If Yes,explain:
Do you suspect any major sources of inflow or cross connections ❑ Yes ❑ No DNA ❑ NE
with storm sewers?
If Yes,explain:
Have all lines contacting surface waters in the SSO location and upstream ❑ Yes ❑ No DNA ❑ NE
been inspected recently?
If Yes,explain:
What other corrective actions are planned to prevent future Ill related SSOs at this location?
Comments:
Form CS-SSO Page 6

Pump Station Equipment Failure(Documentation of testing records, etc should be provided upon request)
What kind of notification/alarm systems are present?
Auto-dialer/telemetry(one-way communication) ❑ Yes
Audible ❑ Yes
Visual ❑ Yes
SCADA(two-way communication) ❑ Yes
Emergency Contact Signage D Yes
Other ❑ Yes
If Yes,explain:
Describe the equipment that failed:
What kind of situations trigger an alarm condition at this station(i.e. pump failure,power failure,high water,etc.)?
Were notification/alarm systems operable? ❑ Yes ❑ No DNA ❑ NE
In no,explain:
If a pump failed,when was the last maintenance and/or inspection performed?
What specifically was checked/maintained?
If a valve failed,when was it last exercised?
Were all pumps set to alternate? ❑ Yes ❑ No DNA ❑ NE
Did any pump show above normal run times prior to and during the SSO event? ❑ Yes ❑ No DNA ❑ NE
Were adequate spare parts on hand to fix the equipment ❑ Yes ❑ No DNA ❑ NE
Was a spare or portable pump immediately available? ❑ Yes ❑ No DNA ❑ NE
If a float problem,when were the floats last tested? How?
If an auto-dialer or SCADA,when was the system last tested? How?
Comments:
Form CS-SSO Page 7

Power outage(Documentation of testing, records, tec., should be provided of alternative power source upon
request.)
What is your alternate power or pumping source?
Did it function properly? ❑ Yes ❑ No ❑NA ❑ NE
Describe?
When was the alternate power or pumping source last tested under load?
if caused by a weather event,how much advance warning did you have and what actions were taken to prepare for the
event?
Comments:
}
Form CS-SSO Page 8

Vandalism •
Provide police report number:
Was the site secured? ❑ Yes ❑ No ❑NA ❑ NE
If Yes,how?
Have there been previous problems with vandalism at the SSO location?
If Yes,explain:
What security measures have been put in place to prevent similar ❑ Yes ❑ No ❑NA ❑ NE
occurrences in the future?
Comments:
Form CS-SSO Page 9

Debris in line(Rocks, sticks, rags and other items not allowed in the collection system, etc.)
What type of debris has been found in the line?
Suspected cause or source of debris:
Are manholes in the area secure and intact? ❑ Yes ❑ No ❑NA ❑ NE
When was the area last checked/cleaned?
Have cleaning and inspections ever been increased at this location ❑ Yes ❑ No ❑NA ❑ NE
due to previous problems with debris?
Explain:
Are appropriate educational materials being developed and distributed ❑ Yes ❑ No ❑NA ❑ NE
to prevent future similar occurrences?
Comments:
Form CS-SSO Page 10
L

Other(Pictures and police report, as applicable, must be available upon request.)
Describe:
Were adequate equipment and resources available to fix the problem? ❑Yes ❑ No DNA El NE
If Yes,explain:
If the problem could not be immediately repaired,what actions ❑ Yes ❑ No DNA ❑ NE
were taken to lessen the impact of the SSO?
Comments: •
•
Pa e I I
Form CS-SSO g

Pipe Failure(Break)
Pipe size(inches)
What is the pipe material
What is the approximate age of the line/pipe(years old)
Is this a gravity line? ❑ Yes ❑ No ❑NA ❑ NE
Is this a force main line? D Yes ❑ No DNA ❑ NE
Is the line a"High Priority"line? ❑ Yes ❑ No El NA ❑ NE
Last inspection date and findings
If a force main then,
Was the break on the force main vertical? ❑ Yes ❑ No ❑NA ❑ NE
Was the break on the force main horizontal? ❑ Yes ❑ No DNA ❑ NE
Was the leak at the joint due to gasket failure? ❑Yes ❑ No DNA ❑ NE
Was the leak at the joint due to split bell? ❑ Yes ❑ No DNA ❑ NE
When was the last inspection or test of the nearest air-release valve to determine if operable?
When was the last maintenance of the air release performed?
If gravity sewer then,
Does the line receive flow from a force main immediately upstream D Yes ❑ No DNA ❑ NE
of the failed section of pipe?
If yes,what measures are taken to control the hydrogen sulfide production? •
When was the line last inspected or videoed?
If line collapsed,what is the condition of the line up and down stream of the failure?
What type of repair was made?
If temporary,when is the permanent repair planned?
Have there been other failures of this line in the past five years? ❑ Yes ❑ No ❑NA ❑ NE
If so,then describe
Form CS-SSO Page 12
I'.

System Visitation
ORC ❑ Yes
Backup ❑ Yes
Name:
Certification Number:
Date visited:
Time visited:
How was the SSO remediated file. Stopped and cleaned up)?
As a representative for the responsible party, I certify that the information contained in this report is true and accurate to the
best of my knowledge.
Person submitting claim: Date:
Signature: Title:
Telephone Number:
Any additional information desired to be submitted should be sent to the appropriate Division Regional Office within five
business days of first knowledge of the SSO with reference to the incident number(the incident number is only generated
when electronic entry of this form is completed, if used).
Form CS-SSO Page 13

APPENDIX D
SSO REPORT INSTRUCTIONS
3 I
ll
j
3s
Revised April 2021

Instructions for Documentation to Submit with a 5-Day Report
The permittee, ultimately having ownership, and responsibility for the operation and
maintenance of the collection system will submit any relevant information about the event in
the 5-Day Report,provided by the State, to be evaluated by the Division of Water Resorces on
whether an enforcement action should be taken.
Calculation of Spill Volume:
W/R Engineering will provide assistance in calculating the volume of the overflow for the 5 day report.
Information to be submitted includes the duration of the SSO,pipe size,and estimated fullness of the pipe
in downstream manhole prior to and after clearing of the blockage (see HOW TO ESTIMATE SSO
VOLUME later in this Appendix). Pictorial reference flow charts are also utilized in calculating the
volume of the overflow for the 5 day report. Best professional judgment and experience of
operators on site and eyewitness comparison with pictorial reference flow charts are acceptable
forms of spill calculation (see Reference Sheet for Estimating Sewer Spills from Overflowing
Sewer Manholes later in this Appendix).
Causes: Please remember when selecting an SSO cause to ensure that you first have determined the
main or most contributing factor to the SSO.
Severe and Natural Condition:
Please select Severe and Natural Condition as the cause on the 5-Day Form,and either provide a written
explanation in the Comment section of the form, or as an attachment to be submitted with the report
including but not limited to the name of the storm, the specific damage done to the system that led to
the Sanitary Sewer Overflow(SSO),amount of rainfall,duration of the Severe and Natural Condition,what
repairs have been or will be made,any upgrades to or redundancy added to the system to help prevent
future system failings due to Severe and Natural Conditions,the operation and maintenance logs verifying
compliance with the schedules for proper operation and maintenance as defined in your collection
systems permit, any other relevant supporting documentation,etc...
Inflow and Infiltration(I&I):
Please select Inflow and Infiltration as the cause on the 5-Day Form, and either provide a written
explanation in the Comment section of the form, as an attachment with the report including but not
limited to the age of the infrastructure that failed, the specific cause of the Inflow and Infiltration i.e.
sagging line, misaligned pipe joint, fractured pipe, any smoke testing completed or scheduled to be
completed,any flow studies completed or scheduled to be completed,any repairs and/or upgrades being
Revised April 2021

done or scheduled to be done to the section of infrastructure thought to be the cause of the I&I, any I&I
work identified in your CIP relevant to the event, any Special Order By Consents tracking number that is
relevant to the section of infrastructure thought to be the cause of the I&I,the operation and maintenance
logs verifying compliance with the schedules for proper operation and maintenance as defined in your
collection systems permit,any other relevant supporting documentation,etc...
Vandalism:
Please select Vandalism as the cause on the 5-Day Form, and either provide a written explanation in the
Comment section of the form, or as an attachment with the report including but not limited to pictures,
Police Report, why any system put in place previously to safeguard from vandalism had failed, any
upgrades to prevent re-occurring damage from vandalism,any other relevant supporting documentation,
etc...
Grease:
Please select Grease as the cause on the 5-Day Form, and either provide a written explanation in the
Comment section of the form,or as an attachment with the report including but not limited to the specific
cause of the grease build up i.e.sagging line,misaligned pipe joint, root intrusion causing grease build up,
whether there was grease accumulation on pump station floats(if the spill originated at a pump station),
non-compliant grease contributors covered under the permittees Sewer Use Ordinance,any enforcement
including fines or surcharges that has or will be taken against aforementioned grease contributor/s,the
future inclusion of aforementioned grease contributor/s into the permittee's sewer use ordinance, any
repairs and/or upgrades being done or scheduled to be done to the section of infrastructure thought to
be the cause of the grease build up, any education material distributed in the grease affected area,the
operation and maintenance logs verifying compliance with the schedules for proper operation and
I maintenance as defined in your collection system permit,any increases in the frequency of line cleaning
and chemical treatment in the grease affected area,any other relevant supporting documentation,etc...
Pump Station Equipment Failure:
Please select Pump Station Equipment Failure as the cause on the 5-Day Form, and either provide a
written explanation in the Comment section of the form, or as an attachment with the report including
but not limited to,the operation and maintenance logs verifying compliance with the schedules for proper
operation and maintenance as defined in your collection system permit,the age of the infrastructure that
failed,what repairs have been or will be made,any upgrades needed to help prevent future system failings
if applicable, an indication if adequate spare parts were on-hand for this repair, any other relevant
supporting documentation,etc...
Debris in Line:
Revised April 2021

Please select Debris in Line as the cause on the 5-Day Form, and either provide a written explanation in
the Comment section of the form, or as an attachment with the report including but not limited to the
specific cause of the debris in line i.e. sagging line, misaligned pipe joint, root intrusion causing debris
build up,any repairs and/or upgrades being done or scheduled to be done to the section of infrastructure
thought to be the cause of the debris build up,the operation and maintenance logs verifying compliance
with the schedules for proper operation and maintenance as defined in your collection system permit,
any increases in the frequency of line cleaning in the affected area, any other relevant supporting
documentation, etc...
Roots:
Please select Roots as the cause on the 5-Day Form, and either provide a written explanation in the
Comment section of the form,or as an attachment with the report including but not limited to the specific
cause of the root intrusions, any repairs and/or upgrades being done or scheduled to be done to the
section of infrastructure thought to be the cause of the root intrusion, the operation and maintenance
logs verifying compliance with the schedules for proper operation and maintenance as defined in your
collection system permit, any increases in the frequency of line cleaning and chemical treatment in the
root affected area,any other relevant supporting documentation,etc...
Power Outage:
Please select Power Outage as the cause on the 5-Day Form,and either provide a written explanation in
the Comment section of the form, or as an attachment with the report including but not limited to the
cause of the power outage i.e. storm damage, equipment failure, any repairs and/or upgrades being
done or scheduled to be done to the section of infrastructure thought to be the cause of the power
outage, the operation and maintenance logs verifying compliance with the schedules for proper
operation and maintenance as defined in your collection system permit, any other relevant supporting
documentation,etc...
Pipe Break:
Please select Pipe Break as the cause on the 5-Day Form,and either provide a written explanation in the
Comment section of the form, or as an attachment with the report including but not limited to, the
operation and maintenance logs verifying compliance with the schedules for proper operation and
maintenance as defined in your collection systems permit,the age of the infrastructure that failed,what
repairs have been or will be made, any upgrades needed to help prevent future system failings if
applicable,any other relevant supporting documentation,etc...
Other:
Revised April 2021
4

Please select Other as the cause on the 5-Day Form, and either provide a written explanation in the
Comment section of the form,or as an attachment with the report including but not limited to the specific
cause of the SSO i.e., third party damage, vehicle accident, and any other relevant supporting
documentation,etc...
Revised April 2021

HOW TO ESTIMATE SSO VOLUME
ESTIMATED FLOWS IN SANITARY SEWERLINES BASED ON 2.0 FPS
(IN GALLONS PER HOUR)
ASSUMPTIONS: n=0.013 for VCP and DI,ALL FLOWS AT 2 FPS
FLOW IN PIPE 6" at 0.52% 8" at 0.40% 10" at 0.25% 12" at 0.19% 15" at 0.14% 18" at 0.11% 21" at 0.09%
2 FPS 2 FPS 2 FPS 2 FPS 2 FPS 2 FPS 2 FPS
1/2 FULL 5,400 9,600 15,000 21,250 33,350 50,000 66,650
1/3 FULL 2,500 4,600 7,100 10,000 15,850 22,900 30,250
1/4 FULL 1,500 2,650 4,150 5,850 9,150 13,350 18,350
1/10 FULL 250 400 650 _ 900 1,400 2,000 2,700
1. Look in the line downstream of the blockage prior to clearing and estimate depth of flow (see figures below) and find the corresponding
flow value. After unstopping,washing the line, and allowing the flow to equalize, estimate the normal flow depth in the line and find the
corresponding flow value.
2. Subtract your estimated flow values before and after unstopping. Multiply this flow per hour by the estimated number of hours the
overflow has been occurring to get an estimated overflow volume. Hours the overflow has been occurring is calculated from the time
PWC was notified of the overflow until PWC staff have stopped the overflow.
EXAMPLE:An 8-inch sanitary sewer line is overflowing. PWC received notification at 4 PM and the overflow was corrected by 8 PM (4 hours).
The line is partially blocked and is flowing 1/10 full in a manhole downstream of a blockage. After unstopping, cleaning, and allowing the flow to
equalize,the normal flow in the pipe is about 1/3 full. Subtracting the 1/10 flow volume (400 gph)yields approximately 4,200 GPH overflowing.
Since the overflow occurred for 4 hours,the volume is approximately 16,800 gallons.
(111i1) (;) © 0
Revised April 2021 1/2 Full 1/3 Full 1/4 Full 1/10

r----
Reference Sheet for Estimating Sewer Spills
z- City of Snan Diego from Overflowing Sewer Manholes Wastewater Collection Division
Metropolitan Wastewater Department All es.imates are calculated in gallons per minute(gpm) [phone]
:---
.jr: a
r
, .- - `? _ - �.
, ..ram`
O
5 gpm 25 gpn 50 gpm
s tr •'_ 1, ' .9 3 m. to
-
• ^
-
13
- P.P.
• _ - ..
_ -
100 gpm 150 gpm 200 gpm N
-
•
r ..
}
- i., - - a! '. ��^ ,•'ramf—•--- _ +.X'l- - T •� •t' •�. -•�
�.. lit • � ! f3- --:--4.„,'4 ii' •._t. -I "i. -4, _
•
t - -am
225 gpm 250 gpm 275 gpm
A;:photos were taken dunnq a dernorsuatior using metered water from a hydrant in cooperation with the City of San DiegosWarr.%opartman?
w ^r,�-c
Revised April 2021

•
•
APPENDIX E
SEWAGE SPILL NOTIFICATION CHECKLIST & TEMPLATES
Revised April 2021

Sewage Spill Announcement Checklist Date
PWC Public Information Responsibilities Details
1,000 gallons-14,999 gallons(issue within 24 hours)
1. Receive notice from W/R
2. Send news release with deliver/read receipt confirmation (Sample 1)
o Sewer Spill-Internal Notification email distribution list
■ Chief Officers/Management Team
■ Risk Management
■ Customer Service
■ W/R employees(i.e.construction,environmental,WR Facilities)
■ PWC Commissioners
❑ Sewer Spill-External Notification email distribution list
■ City Council via email to Jennifer Lowe/Nathan Walls
■ Cumberland County via email Sally Shutt
■ Fayetteville Observer via email
■ Local Radio via email(WFNC,WIDU,WFSS)
❑ Division of Water Resources via email [e-mail]
3. Keep copy of Email confirmation to media,etc.
15,000 gallons or more(issue with 24 hours)
1. Receive notice from W/R
2. Send news release with deliver/read receipt confirmation (Sample 1)
❑ Sewer Spill-Internal Notification email distribution list
■ Chief Officers/Management Team
■ Risk Management
■ Customer Service
■ W/R employees(i.e.construction,environmental,WR Facilities)
■ PWC Commissioners
❑ Sewer Spill- External Notification email distribution list
■ City Council via email to Jennifer Lowe/Nathan Walls
■ Cumberland County via email Sally Shutt
■ Fayetteville Observer via email
■ Local Radio via email (WFNC,WIDU,WFSS)
o Division of Water Resources via email [e-mail]
3. Keep copy of email confirmation to media,etc.
4. Place Paid Public Notice MUST APPEAR WITHIN 10 DAYS(Sample 2)
o Fayetteville [e-mail]; Acct: 060020004,Password: PW580
a Newspaper of County downstream
-Bladen County Journal via fax[phone])publishes Tues/Fri
5. Copy of Paid notices
❑ Mail to local Division of Water Resources Representative
Revised April 2021

PWC
SEWAGE SPILL NOTIFICATION SAMPLES
Required information For Notifications
• Name of utility/facility
• Location of discharge
• Estimated volume of untreated waste entering water source
• Time and date discharge occurred
• Duration of discharge
• Water body that the discharged in to, including creek and river basin if applicable
• Action taken to prevent further discharge
• Contact person and phone number
MEDIA RELEASE(SAMPLE 1)
For Immediate Release- [date]
Notification of Discharge of Untreated Sewage
House Bill 1160, which the General Assembly enacted in July 1999, requires that municipalities, animal
operations, industries and others who operate waste handling systems issue news releases when a spill of 1,000
gallons or more reaches surface waters.
In accordance with that regulation, the following news release has been prepared and issued to media
in Cumberland County:
On [date]the Fayetteville Public Works Commission responded to a sewer overflow at [location,address]. The
overflow was a result of[description] and lasted approximately [length of time]. An estimated [amount] gallons
of diluted wastewater entered [tributary] in the Cape Fear River.
PWC cleaned and treated the affected area and the Division of Water Resources was notified of the event.
PWC Media Contact:
[name]
[title]
Fayetteville Public Works Commission
[phone]
PAID NOTIFICATION(SAMPLE 2)
Notification of Discharge of Untreated Sewage
The Public Works Commission of the City of Fayetteville had a discharge of approximately
[amount] gallons of untreated wastewater from its collection system at [location] on [date]. The
discharge was the result of[description].The discharge began at approximately [time] and lasted for
[length] minutes. Untreated wastewater entered into [tributary] in the Cape Fear River Basin.
Appropriate measures were taken by PWC to clean and treat the affected area. This notice was required
by North Carolina General Statutes Article 21 Chapter 143.215.C. For information, contact, [PWC
Water Resources Environmental Program Contact], [phone].
Revised April 2021
I _

APPENDIX F
PWC EQUIPMENT LIST
►
i I
Revised April 2021

0620-WATER RESOURCES CONSTRUCTION MASTER ASSET LIST
Asset# License Serial Number Year Make Model Department
MISC SMALL
620 N/A N/A 2004 N/A EQUIPMENT 0620 -W/R
MISC SMALL
621 N/A N/A 2004 N/A EQUIPMENT 0620 - W/R
10396 N/A R1025 2007 MIKASA MTX-60 0620 - W/R
1 10399 N/A R1146 2007 MIKASA MTX-60 0620- W/R
10582 N/A S-1857 2008 MIKASA MTX-60 0620 - W/R
11736 N/A V-6873 2011 MIKASA MTX-60 0620 - W/R
12336 N/A ACN006662862 2012 MIKASA MTX-60 0620 - W/R
12364 N/A 42410111710 2020 STIHL BR-430 0620 - W/R
12452 N/A 176184793 2012 STIHL TS 700 0620 - W/R
12843 N/A 177367146 2013 STIHL TS-420 0620 - W/R
14091 N/A EACT-1188228 2015 HONDA EU2000i 0620-W/R
14557 N/A 186917679 2015 STIHL TS 700 0620 - W/R
14644 N/A 183050219 2017 STIHL TS 700 0620 - W/R
14767 N/A 20180300008 2020 HUSQVARNA FS350 HUSQVARNA 0620 - W/R
14768 N/A MQD3HM3824 2018 MULTIQUIP MQD3H 0620 - W/R 1
14769 N/A MQD3HM3825M 2018 MULTIQUIP MQD3H 0620 - W/R
14785 N/A MQD3HM3810M 2018 MULTIQUIP MQD3H 0620 - W/R
15083 N/A 183989347 2018 STIHL TS440 0620 - W/R
15656 N/A 186463604 2019 STIHL TS 700 0620 - W/R
15690 N/A E3059 2019 MULTIQUIP MTX6OHD 0620 - W/R
15765 N/A 6202727 2019 HONDA WDP3OXK2AT 0620 - W/R
15772 N/A 184966420 2019 STIHL TS 700 0620 - W/R
15780 N/A 11111161 2019 WACKER BS60-4AS 0620 - W/R
15864 N/A 184182453 2019 STIHL TS 700 0620 - W/R
15865 N/A MQD3HM4368M 2019 MULTIQUIP MQD3H 0620 - W/R
15866 N/A MQD3HM4369M 2019 MULTIQUIP MQD3H 0620 - W/R
15882 N/A 5100018324 2019 WACKER WP 1550 0620 -W/R
15993 N/A 522127169 2020 STIHL MS-170 0620 - W/R
15994 N/A 187433473 2020 STIHL MS-362 0620 - W/R
15995 N/A 186995375 2020 STIHL MS-311 0620 -W/R
15996 N/A 522565569 2020 STIHL BR-430 0620 - W/R
15997 N/A 186646348 2020 STIHL TS-420 0620 - W/R
15998 N/A 440872814 2020 STIHL TS-420 0620 - W/R
16012 N/A 1034646 2020 HONDA WT3OX 0620 - W/R
16013 N/A E-2661 2020 MIKASA MTX80 0620 - W/R
16014 N/A 184966416 2020 STIHL TS 700 0620 - W/R
16015 N/A 187471763 2020 STIHL TS-420 0620 - W/R

16269 N/A 20194600003 2019 ICS 695XL 0620-W/R
16270 N/A 20194600046 2019 ICS 695XL 0620 - W/R
16271 N/A MQD3HM458OM 2020 MULTIQUIP MQD3H 0620-W/R
16296 N/A 20194600003 2019 ICS 695XL 0620-W/R
17119 N/A 188119960 2020 STIHL TS 700 0620- W/R
17120 N/A 251614-F-2051 2020 MULTIQUIP MTX-70 0620-W/R
17163 N/A 188123131 2020 STIHL FS 360 C 0620-W/R
17203 N/A 187309221 2020 STIHL TS 700 0620-W/R
D56 N/A 311374-1-1-0909 2010 DETROIT DIESEL 650RXC6DT2 0620-W/R
2049 N/A G170215204 2018 CUMMINS C100D6C 0620-W/R
210 86584T 75 2009 FORD F450 S/D 0620 -W/R
2305 85014-1 68 2010 FORD F250 SD 0620-W/R
2309 32278-V 030 2012 INTERNATIONAL 4400 0620-W/R
287 63183-T 22 2008 CHEVROLET C4500 0620-W/R
301 63161-T 970 2007 CHEVROLET 7500 CHEVROLET 0620-W/R
1GNDT13S1722461 TRAILBLAZER
3302 32259-V 67 2007 CHEVROLET CHEVROLET 0620-W/R
3308 86599T 58 2008 FORD F750 0620-W/R
3314 32295-V 263 2009 INTERNATIONAL 7400 0620 -W/R
3315 N/A 32508 2008 LAY-MORE 8HC 0620-W/R
3317 86561T 57 2009 FORD F250 SD 0620-W/R
3318 86562T 08 2009 FORD F250 SD 0620-W/R
3321 63154-T 27 2009 FORD F450 S/D 0620-W/R
3323 86581T 122 2010 FORD F450 0620-W/R
3323G N/A D160944471 2016 ONAN 7HGJAE-2132E 0620-W/R
2NKHHN7X5BM27
3325 32182-V 9400 2011 KENWORTH T370 0620-W/R
3326 86600T 58 2011 FORD F750 0620-W/R
3327 86579T 18 2011 FORD F350 0620-W/R
3328 86592T 98 2011 FORD F550 0620-W/R
3329 86531T 94 2010 FORD F150 0620-W/R
3330 865827 47 2011 FORD F450 0620-W/R
3330G N/A G150847147 2015 ONAN 7HGJAE-2132E 0620 -W/R
3331 86601T 37 2011 FORD F750 0620-W/R
3332 86602T 38 2011 FORD F750 0620-W/R
3333 75527-V 716 2012 INTERNATIONAL 7400 0620 -W/R
3334 32297-V 028 2011 INTERNATIONAL 7400 0620-W/R
3335 63237-T 25 2012 FORD F250 SD 0620-W/R
3336 32298-V 135 2012 INTERNATIONAL 7400 0620 -W/R
3337 86603T 950 2011 FORD F750 0620-W/R
3338 86403-T 08 2013 FORD F450 0620-W/R
3339 85007-T 05 2012 FORD F250 SD 0620-W/R
I
r

3340 69778-V 76 2012 FORD F750 0620-W/R
3341 52784-V 14 2013 FORD F750 0620-W/R
3342 53224-1 51 2013 FORD F750 0620-W/R
3344 70672-V 83 2014 FORD F250 SD 0620 -W/R
3345 68477-V 80 2015 FORD F750 0620-W/R •
3346 68478-V 81 2015 FORD F750 0620-W/R
3347 68476-V 34 2014 TOYOTA TACOMA 0620-W/R
3348 71761-V 393 2015 FREIGHTLINER 114SD 0620 -W/R
3349 75826-V 86 2015 FORD F550 0620-W/R
3350 75757-V 629 2015 FORD F450 0620-W/R
3351 75825-V 957 2015 INTERNATIONAL 7400 0620-W/R I
3352 75642-V 955 2015 INTERNATIONAL 4400 0620-W/R .
3353 83050-V 076 2016 INTERNATIONAL 7400 0620-W/R
3354 83048-V 078 2016 INTERNATIONAL 7400 0620-W/R
3355 83049-V 077 2016 INTERNATIONAL 7400 0620-W/R
3356 76146-V 190 2016 FORD F450 0620-W/R
3ALACXCY9GDHGO
3357 76106-V 017 2016 FREIGHTLINER M2-106 0620- W/R
1FVHG3CY9GHHC2
3358 88492-V 762 2016 FREIGHTLINER 114SD 0620-W/R
3359 88705-V 464 2017 CHEVROLET COLORADO 0620-W/R
3360 89006-V 896 2017 INTERNATIONAL 7400 0620-W/R
3361 94580-V 497 2017 FORD F350 0620-W/R
3362 95262-V 74 2017 FORD F350 0620- W/R
3363 94796-V 6 2018 FORD F150 0620-W/R
3364 94797-V 7 2018 FORD F150 0620-W/R
3365 13856-W 266 2018 FREIGHTLINER 122SD 0620-W/R
3366 13946-W 2 2018 FREIGHTLINER M2-106 0620-W/R
3367 15522-W 22 2018 FORD F250 SD 0620-W/R
3368 15523-W 23 2018 FORD F250 SD 0620-W/R
3369 20343-W 04 2018 NISSAN FRONTIER 0620-W/R
1 FDNW7DCXKDFO
3370 23421-W 3088 2019 FORD F750 0620-W/R
3371 23461-W 90 2019 FORD F250 SD 0620-W/R
• 3372 31188-W 812 2020 FORD F450 0620-W/R
3373 32375-W 15 2020 FORD F250 SD 0620-W/R
3374 32376-W 14 2020 FORD F250 SD 0620-W/R
3375 31187-W 77 2020 FORD F450 0620 -W/R
3HAEJMMR3ML62 •
•
• 3376 32717-W 4589 2021 INTERNATIONAL HV607 0620-W/R
I 3377 32754-W 780 2020 FREIGHTLINER M2-106 0620-W/R
3378 32755-W 781 2020 FREIGHTLINER M2-106 0620-W/R

3379 31300W 172 2021 FREIGHTLINER 114SD 0620 -W/R
3HAEJMMR3ML26
3380 35809W 5633 2021 INTERNATIONAL HV607 0620-W/R
356 63152-T 983 2007 CHEVROLET 7500 CHEVROLET 0620-W/R
367 32299-V 623 2008 INTERNATIONAL 7400 0620-W/R
389 32264-V 848 2000 KENWORTH W-900L 0620-W/R
4109 N/A L120428051 2013 CUMMINS CUMMINS 0620 -W/R
448 86550T 97 2005 FORD F250 0620-W/R
6442 86621T 001 2007 HUDSON HTD20C 0620-W/R
6443 86617T 001 2008 HUDSON HSE 18 0620-W/R
6444 86618T 002 2008 HUDSON HSE 18 0620-W/R
665 N/A 182006223 2006 BULLDOG TR24R 0620 -W/R
671 N/A N/A 2003 ISUZU 4060IMH 0620-W/R
696 N/A 1.0154E+11 2003 BOMAG BT 65/4 0620-W/R
698 N/A 1.0154E+11 2004 BOMAG BT 65/4 0620-W/R
7001 N/A 104101X179808 2010 JOHN DEERE 4101 0620 -W/R
7002 N/A 28 2010 CATERPILLAR 430E 0620- W/R
7003 N/A 201 2010 CATERPILLAR 430E 0620-W/R
7004 N/A A9J413043 2011 BOBCAT CT235-13 0620-W/R
7005 N/A 063 2011 HYUNDAI HL757-9 0620-W/R
7006 N/A 329 2011 TEREX PT100G FORESTRY 0620-W/R
7006E N/A PRSSDB000263 2011 CATERPILLAR CATERPILLAR 0620-W/R
7007 N/A 083 2011 HYUNDAI R110D-7A 0620-W/R
7008 N/A 32 2012 CATERPILLAR 420F 0620-W/R
7009 N/A 552 2012 CATERPILLAR 430E 0620 -W/R
701 N/A 37 2007 VERMEER BC 1500 0620-W/R
7010 32160-V NCX1067280 2001 SHOP MADE SHOP MADE 0620-W/R
7011 N/A 554 2012 CATERPILLAR 430E 0620-W/R
7012 N/A 120701 2012 MULTIQUIP AR13D 0620-W/R
{ 7013 N/A 20159221 2013 WACKER RT 82-SC 0620-W/R
7014 N/A 32 2013 CATERPILLAR 305E-CR 0620-W/R
( 7015 N/A 689 2013 CENTAUR 954DT 0620- W/R
7016 N/A B34T11237 2014 BOBCAT E-85 0620- W/R
7017 N/A 23 2014 JOHN DEERE 410K 0620-W/R
7019 N/A 1406FB106 2014 DENIS CIMAF DAF-180 0620-W/R
7020 32161-V NCX710800 1988 SHOP MADE SHOP MADE 0620 -W/R
7021 N/A 13 2017 ASV RT120F 0620-W/R
7022 NC-9391P XMPC592XA717 2017 ZODIAC ERB310 0620-W/R
7023 97829-V 8 2018 Load Rite 14F1000WT 0620 -W/R
7024 N/A 21187 2018 KUBOTA RTV-X1120D 0620-W/R
7025 N/A 5 2018 WANCO WISP 0620--W/R

7026 15525-W 02 2018 HUDSON HTD2OB 0620-W/R
7027 15945-W 33 2019 KAUFMAN EN 0620-W/R
JJGN59SNLKC7650 CONSTRUCTION
7028 N/A 40 2019 EQUIPMENT 590SN 0620-W/R
7030 32162-V NCX717975 1988 SHOP MADE SHOP MADE 0620-W/R
7031 N/A 162272 2019 DIAMOND CC3537J 0620-W/R
7032 23340-W 02 2020 HUDSON HTD2OB 0620-W/R
7033 23341-W 03 2020 HUDSON HTD2OB 0620-W/R
7034 23339-W 04 2020 HUDSON HTD2OB 0620-W/R
7035 N/A 484 2019 HYUNDAI HX235 LCR 0620-W/R
7036 28513-W 16 2020 HUDSON HD14 0620-W/R
7037 N/A 24 2020 KUBOTA KX080-45 0620-W/R
7038 N/A 9 2020 JOHN DEERE 410L 0620 W/R
7039 N/A 162302 2020 DIAMOND CC9074DK-54 0620- W/R
7040 32301-V 40 2003 TEXAS BRAGG 20BP 0620-W/R
7041 N/A 17 2020 KUBOTA KX080-452 0620-W/R
7042 32378-W 05 2020 HUDSON HTD2OB 0620-W/R
7043 32377-W 06 2020 HUDSON HTD2OB 0620-W/R
7044 N/A 38613 2020 AGRIMETAL GA 130S 0620-W/R
7045 N/A 1.01881E+11 2020 BOMAG BW 120 AD-5 0620-W/R
FNHOB95CNZHHO3
7046 N/A 578 2020 NEW HOLLAND B95 0620- W/R
7047 N/A 41 2021 JOHN DEERE 410L 0620- W/R
1MV4212MLMG01
7048 N/A 0030 2021 VERMEER VX50-500 0620 -W/R
708 32271-V 42 2002 WACHS TRAV-L-VAC 0620-W/R
7090 86612T 60 2004 HUDSON HD14 0620-W/R
7120 32163-V NCX642199 1984 SHOP MADE SHOP MADE 0620-W/R
7140 32165-V NCX01004043 1997 SHOP MADE SHOP MADE 0620-W/R
7160 32253-V NCX01010301 1997 SHOP MADE TRAILER SHOP MADE 0620-W/R
1 720 N/A 063 2016 GODWIN CD100M 0620-W/R
721 N/A 90 2006 THOMPSON 6TSC 0620-W/R •
722 n/a 3777 2006 JET AWAY JAJ-600R 0620-W/R
727 N/A 1 2001 GODWIN CD200M 0620-W/R
7280 32168-V N.C.X. 1061113 2001 SHOP MADE SHOP MADE 0620-W/R
7303 32254-V 04 1999 RAVENS 226A6054 0620-W/R
•
733 N/A 752 2016 CENTAUR 954DT 0620-W/R
7330 86615T 65 2006 HUDSON HSE 14 0620- W/R
734 N/A LV0790G794937 2004 JOHN DEERE 790 0620-W/R
7389 32185-V 4 2003 TALBERT TALBERT 0620-W/R
739 N/A 260375UKG327 1996 RAND P185WJD 0620-W/R
741 N/A 71 2016 JOHN DEERE 410L 0620-W/R

742 N/A 31062671 2007 NEW HOLLAND B95 0620-W/R
744 N/A 31062679 2007 NEW HOLLAND B95 0620-W/R
746 63165-T 60 2008 TRAILER JET 747-FR/PR 2000 0620-W/R
748 N/A 3272X2104 1997 LEROI Q185DJE 0620 - W/R
749 N/A 3272X180 1994 LEROI Q185DJ 0620 -W/R
754 N/A n90110046 2004 HYUNDAI R320LC-7 0620-W/R
7840 86930-T 006 2000 HUDSON HTD20C 0620-W/R
7860 32169-V NCX389250 1969 SHOP MADE SHOP MADE 0620-W/R
7890 86928 T 007 1999 HUDSON HTD20C 0620 W/R
8001 86927-T 001 2010 HUDSON HTD20C 0620- W/R
8002 32184-V 41 2010 TALBERT T3DW-50SA 0620 - W/R
8003 86926-T 001 2011 HUDSON HTD20C 0620-W/R
1S9HU161XBC3811 EQUIPMENT
8004 32157-V 35 2011 COMPANY RODDER 444 0620- W/R
8005 63171-T 78 2011 KAUFMAN B 0620-W/R
8006 N/A 97 • 2011 CATERPILLAR 420E 0620 -W/R
8007 32257-V 021 2012 HUDSON HTMBK 0620 -W/R
8008 32256-V 022 2012 HUDSON HTMBK 0620-W/R
8009 32123-V 002 2013 HUDSON HTD2OB 0620-W/R
8011 32134-V 003 2013 HUDSON HTD2OB 0620 - W/R
8013 N/A 54 2013 WANCO WISP 0620- W/R
8014 70524-V 22 2014 ROAD KING RKT 14 0620-W/R
8015 N/A 3 2014 WANCO WISP 0620-W/R
8016 71938-V 004 2015 HUDSON HTMBK 0620-W/R
1 8017 75775-V 1 2015 PRO-PATCH TM 425-80-DH 0620-W/R
8018 80521-V 76 2015 ANDERSON LS 6X12 0620 -W/R
8019 76167-V 58 2016 KAUFMAN FXSLP-7K-14D 0620-W/R
808 N/A JJ451047 1989 MILLER BIG 40 0620-W/R
8100 32170-V NCX754509 1991 SHOP MADE SHOP MADE 0620- W/R
8111 86925-T 003 2009 HUDSON HTD20C 0620-W/R
813 N/A 086 2003 BOBCAT BAP 185 0620-W/R
824 N/A N/A 1989 RAND P175BWD 0620-W/R
8280 86900-T 56 1967 STEVENS M416 STEVENS 0620-W/R
829 N/A HOL605970 1999 ATLAS XAS90JD 0620-W/R
8304 N/A 5365053 2003 WACKER PDT3A 0620 -W/R
I 8350 86899-T 1489 1966 STEVENS M416 STEVENS 0620-W/R
846 N/A 47 2008 WANCO WISP 0620-W/R
8510 32267-V 939 1992 WELLS CARGO TW121 M 0620-W/R
8520 32172-V NCX01041094 1999 SHOP MADE SHOP MADE 0620-W/R
860 N/A 43009 2009 WHEELER REX 564000D 0620-W/R
868 N/A 43009 2009 WHEELER REX 98003 0620-W/R
869A N/A N/A 2009 MUDD-OX TRAILER MUDD-OX 0620-W/R

873 N/A 7 2005 VERMEER 275 SJV 0620-W/R
874 N/A 5758685 2007 WACKER RT 82-SC 0620-W/R
879 N/A 65 2008 THOMPSON 6TSC 0620-W/R
880 N/A LD0710043 2008 HYUNDAI HL757-7A 0620-W/R
884 N/A 76 2008 CENTAUR 950DT 0620- W/R
8871 N/A 5448530 2004 WACKER PDT3A 0620-W/R
9010 86613T 004 1992 HUDSON HD14 0620- W/R
9075 N/A 5503528 2005 WACKER PDT3A 0620-W/R
9076 N/A 5503516 2005 WACKER PDT3A 0620-W/R
9079 N/A 5490802 2005 WACKER PDT3A 0620 W/R
9311 N/A 365736UAQ297 2006 RAND P185WJD 0620-W/R
9320 86619T 14 1993 HUDSON HSLG12 0620-W/R
93314 N/A 6085002 2008 VACCON VT-V312LHAE-1300 0620-W/R
93322 N/A 409013UGT297 2009 RAND P185WJD 0620-W/R
93326 N/A 101-620-02-8868 2011 BOMAG BW55E BOMAG 0620-W/R
93334 N/A 7115941 2011 VACCON VT-V312LHAE-1300 0620-W/R
93348 N/A 8146922 2014 VACCON VT-V312LHAE-1300 0620-W/R •
93349 N/A 29 2015 US JETTING 4025-600 0620-W/R
93358 N/A 9167633 2016 VACCON VT-V312LHAE-1300 0620-W/R
93370 N/A 4.51403E+11 2019 PIPE HUNTER 7733TM 0620 -W/R
93380 N/A 5100018324 2021 WACKER WP 1550 0620-W/R
934 N/A N/A 1992 MCELROY MCELROY 0620-W/R
9590 86620T 07 1988 HUDSON HT20 0620-W/R
9693 N/A 5615993 2006 WACKER PDT3A 0620-W/R
9780 86616T 35 1994 HUDSON HSE 14 0620-W/R
98017 N/A 30080297 2015 WACKER WP 1550 0620-W/R
9900 32767-W NCX788077 1993 SHOP MADE SHOP MADE 0620-W/R
991 N/A N/A 1993 HURCO 4400 CFM 0620 -W/R
992 N/A N/A 1993 HURCO 4400 CFM 0620-W/R
993 N/A N/A 1993 HURCO 4400 CFM 0620-W/R

APPENDIX G
EMERGENCY VENDOR LIST
1
II
E
III I
Revised April 2021

Emergency Materials
Company Name Contact Name : Business Address Contact Number •
Infrastructure Solutions 8383 Old Richfood Road 804-730-4040 office
Group Reed Davis Mechanicsville,VA 23116 803-459-6511 cell
Public Works Equipment& 4519 Old Charlotte Highway 800-222-6803 office
Supply Larry Davis Monroe, NC 704-622-1285 cell
Raleigh Durham Rubber and 1682 Middle River Loop 910-486-0001 office
Gasket Co., Inc. Chris Carter Fayetteville, NC 910-977-5342 cell
Raleigh Durham Rubber and 1682 Middle River Loop 910-486-0001 office
Gasket Co., Inc. Shannon Powell Fayetteville, NC 910-261-5161 cell
P.O. Box 2577 800-293-2012 office
I
Rodders&Jets Supply Co. Mike Butner Sumter,SC 336-681-3840 cell
10612-D Providence Road#231
Safety Concepts Inc. Gary Blazek Charlotte. NC 704-577-3985
888-856-3556 office
P.O. Box 1854 803-358-0221 office
SouthernVac Gary Yoder Lexington,SC 919-406-4308 cell
11 902 South Eastern Boulevard 910 485-2221 office
Waterworks Supply David Wilkie Fayetteville, NC 919-795-7480 cell
902 South Eastern Boulevard
Waterworks Supply Josh Grice Fayetteville, NC 910-485-2221 office
902 South Eastern Boulevard 910-485-2221 office
Waterworks Supply Roy Lowder Fayetteville, NC 910-813-0381 cell
Revised April 2021

I
Pump and Haulers
Company Name Contact Name Business Address Contact Number
4800 Front Street 910-483-8873 office
301 Environmental Chip Humphrey Stedman, NC 910-237-3523 cell
260 Bullard Circle
Cape Fear Pumping Scott Autry Fayetteville, NC 910-425-1201
P.O. Box 1173
Clinton Road Septic Billy Mercer Fayetteville, NC 910-483-5867
205 McDuffie Street 910-433-4468 office
Dana Transport Mike Johnson Fayetteville, NC 910-237-7031 cell
I
126 Commerce Street
Hydrostructures, PA Mark Barnett Pittsboro, NC 910-690-0310
P.O. Box 1359
Porter Scientific, Inc. Jeff Jacobs Pembroke, NC 910-785-5724
2337 Smith Mill Road
Quality Septic,LLC Michael Carter Lumberton,NC 910-740-0688
1161 Wilkes Road
Tidewater Transit John Hart Fayetteville, NC 910-483-5314
0
Revised April 2021

Horizontal Directional Drillink Contractors
I
Company Name Contact Name i Business Address Contact Number
P.O. Box 219 601-683-0879 office
Delta Directional Randy Alford Newton, MS 601-527-3906 cell
56113 State Highway 56 507-527-2294 office
Ellingson Companies Matt Lawrence West Concord, MN 507-358-1507 cell
528 Hughes Road
Environmental Crossings Greg Horn Traverse City,MI 231-929-1242
P.O. Box 30430
Hi-Tech Construction Jim Thomas Myrtle Beach,SC 843-215-2579
2031 Humble Place Drive
Laney Directional Drilling Co. Kent Humble,TX 281-540-6615
14411 West Road 281-448-2488 office
Mears Group, Inc. Greg Bosch Houston,TX 630-432-3193 cell
817 West Main Street 920-583-1460 office
Michels Corporation Kevin Schaefer Brownsville,WI 920-428-0870 cell
Ralph Hodge P.O.Box 1179
Construction/Boremaster Ryan Walser Wilson, NC 252-237-3663
ISandy's Hauling&Backhoe P.O.Box 1156 910-525-4262 office
Service, Inc. Arnold Sandy Roseboro,NC 910-590-9675 cell
P.O.Box 1087
I
Sunland Construction, Inc. Ben Aton Eunice,LA 337 550 2103
P.O. Box 907
Utility Services Authority David Carpenter Belleville,MI 734-481-0872
I
Revised April 2021

Emergency Clean Up Companies
Company Name Contact Name Business Address Contact Number;
4800 Front Street 910-483-8873 office
301 Environmental Chip Humphrey Stedman,NC 910-237-3523 cell
3434 Black and Decker Road, 910-484-7000 office
CCI Environmental Services Mark Vestal Fayetteville, NC 910-322-5000 cell
Environmental Hydrogeological P.O. Box 902 910-843-4456 office 910-850-
Consultants, Inc. Thomas Ammons Red Springs,NC 4299 cell
9844 West Reeves Bridge Road, 910-980-1880 office 910-850-
Excell Inc. Robert Farr Linden, NC 7258 cell
I4350 Golf Acres Drive 704-393-3345 office 704-264-
Rain for Rent Mike Haleycell Charlotte,NC 9004 cell
Southeast Response& 4920 Highway 421 North 910-763-6274 office
Remediation Bill Murrell Wilmington, NC 800-310-6757 emergency hotline
318 Eastern Boulevard 910-323-4416 office
Sunbelt Rentals Rob Nelson Fayetteville, NC 910-237-0122 cell
I 2820 Superior Drive 919-570-7050 office
illSunbelt Rentals Mike Rosbrook Wake Forest,NC 919-697-0389 cell
,
Revised April 2021

Rental Equipment& Service Companies
Company Name Contact Name Business Address
_ Contact Number
1100 Robeson Street 910-485-2135 office
Barnhill Contracting Skip Partington Fayetteville, NC 910-904-3034 cell
1100 Robeson Street 910-485-2135 office
Barnhill Contracting Bruce Taylor Fayetteville, NC 910-303-9207 cell
1100 Robeson Street 910-485-2135 office
Barnhill Contracting Steve Waters Fayetteville, NC 910-978-2412 cell
140 Pepsi Lane
Neff Rentals office Fayetteville, NC 910-323-3418
2246 Angelia M Street 910-323-5300 office
Southland Rental Co. Matt Tullos Fayetteville, NC 910-818-8770 cell
2246 Angelia M Street 910-323-5300 office
Southland Rental Co. Andy Howard Fayetteville, NC 919-412-8980 cell
318 Eastern Boulevard 910-323-4416 office
Sunbelt Rentals Rob Nelson Fayetteville, NC 910-237-0122 cell
2820 Superior Drive 919-570-7050 office
Sunbelt Rentals Mike Rosbrook Wake Forest, NC 919-697-0389 cell
432 Rankin Street
United Rentals office Fayetteville, NC 910-485-4124
Revised April 2021

By-pass Pump Vendors
Company Name Contact Name Business Address ` Contact Number
4350 Golf Acres Drive 704-393-3345 office
Rain for Rent Jeff Carpenter Charlotte, NC 704-604-2671 cell
4350 Golf Acres Drive 704-393-3345 office
Rain for Rent Mike Haleycell Charlotte, NC 704-264-9004 cell
318 Eastern Boulevard 910-323-4416 office
Sunbelt Rentals Rob Nelson Fayetteville, NC 910-237-0122 cell
2820 Superior Drive 919-570-7050 office
Sunbelt Rentals Mike Rosbrook Wake Forest, NC 919-697-0389 cell
300 Sigma Drive 919-661-6061 office
Xylem Dave Donahue Gardner, NC 919-427-9551 cell
910-383-1106 office
Xylem Jim Lehmann 4113 US 421 Highway,Wilmington,NC 910-409-7975 cell
Revised April 2021

Downstream Water Users
Company Name Contact Name Business Email Contact Number
910-862-3114 office
Bladen Bluffs Surface Water 910-862-3146 office
Treatment Plant James Kern [e-mail] 910-785-5099 cell
Brunswick County Water
System Thad Hill [e-mail] 910-371-3490 office
Brunswick County Water
System Glenn Walker [e-mail] 910-371-3490 office
910-332-6565 emergency
Cape Fear River Kings Bluff John Malone [e-mail] 910-515-6143 cell
910-332-6565 emergency
CFPUA-Wilmington John Malone [e-mail] 910-515-6143 cell
910-332-6565 emergency
CFPUA-Wilmington Beth Eckert [e-mail] 910-332-6723 office
International Paper Company Pat Soles [e-mail] 910-617-5419 cell
International Paper Company Ken Meiers [e-mail] 910-617-1408 cell
International Paper Company Nelessa Lewis [e-mail] 910-512-0660 cell
1
1
Revised April 2021

APPENDIX H
W/R ORGANIZATIONAL CHART
I �
I
I I
Revised April 2021

W/R Operations
Manager
Work
Office Planner/Schedulers(2) Management
Assistants(2)
Acat
Specialipplistion
Field Supervisor Field Supervisor 1 Field Supervisor
i
Utility Dump Hydrant/Velvet
I Right of cis'Team C51 Team CSI Team; Truck Asphalt Lateral Lateral Lateral Lateral
Locators Crew Crew Senior PC Crew Crew#4
Senior PC May Crew #1 #2 i #3 senior!i (3) -, Drivers(2). Crew#2' Crew#3
Vactor
�Truck#1
Const.Crew#1 a Maint.Bus#1
Vactor
H
Truck#2
Const.Crew#2
re Maint.Bus#2
Vactor Const.Crew#3
Truck#3
Distribution
Techs(7)
Vactor
Truck#4 .—a Const.Crew#4! —y
Night Crew
CC V Van
#1
HCCTV Van
#2
Sewer
Lateral
Truck
Sewer
Trouble
Truck

Contingency Plan

Public Works Commission Pump Station Contingency Plan
Pump Station Monitoring
All of PWC pump stations are monitored remotely by our scada/telemetry
system that is setup to transmit a signal in the event of an alarm such as power
failures, high wet wells, pump failures, communication failures etc. The scada will
trigger a modem to dial the phone numbers listed for the on-call person and
describe the alarm status of that station.
Response
Once an alarm occurs and a notification is made to the on-call personnel, the
on-call personnel notifies the senior person or supervisor who will make the
decision whether to dispatch additional personnel or equipment such as
portable generator or vactor trucks from our construction department,
depending on the type of station failure.
Emergency Contact Numbers
See attachment
Simplex Pump Stations - PWC has no simplex pump stations
Duplex/Triplex/Quad Pump Stations - Redundant on-site pumping is used as
back-up in case of pump failure. PWC's lift stations are designed with pumping
capacity to pump peak flows with the largest pump out of service.
In the case of a total power failure, PWC has installed standby generators at
critical pump stations and uses portable generators, portable by-pass pumps,
and/or vactor trucks to maintain flow until power is restored.
Pump Station List
The following table provides relevant information on pump station location,
back-up power, bypass pumping, station/pump capacity, etc..

PUMP STATION CONTINGENCY PLAN EMERGENCY CONTACTS
1-800-452-2777 PROGRESS ENERGY
STATION AREA LOCATION ACCOUNT# METER#
HUNTING RIDGE HOPE MILLS HUNTING RIDGE DR 5757061410
PINEWOOD HOPE MILLS HAWTHORNE ST 6029011373
THE COVE HOPE MILLS TREASURE CT. 4142350760
CALICO HOPE MILLS CALICO ST 3236448571
NC 24 STEDMAN HWY 24 2608568545 S64429
CAROL ST STEDMAN CAROL ST 8850249684 S38478
BLAKE RD STEDMAN BLAKE RD 8045780494 S64432
COTTONADE WEST FAYETTEVILLE BRUNSWICK RD 6426959117 EF 7743
DUDE CT WEST FAYETTEVILLE DUDE CT 8384651199
DAK WELLMAN CEDAR CREEK CEDAR CREEK RD. 8605876468 TE 6070-LR1 /23704948
WADE#1 WADE OFF RIVER RD. 28228714
WADE#2 WADE OFF 301 NORTH S49283
EASTOVER#1 EASTOVER 301 ELEM SCHOOL S38913
FALCON FALCON LUCAS ST. S49354
KELLY'S HILL NORTH FAY. BETHUNE DR. 7687305727 TS2191
BAYWOOD VILLAGE VANDER OFF BAYWOOD RD. 494191290 S90109 _
ROCKFISH COVE HOPE MILLS OFF RESEARCH DR.
MILLSTONE HOPE MILLS OFF CAMDEN ROAD S95763 -
# 109 FLETCHER DR. FAYETTEVILLE OFF DECATUR DR.
SOUTH RIVER 483-1010 436-1666 1-800-338-5530
STATION AREA LOCATION ACCOUNT# METER#
1 BAYWOOD#1 EAST FAYETTEVILLE THREE WOOD DR 50289622001 999978
BAYWOOD#2 EAST FAYETTEVILLE BENT GRASS DR 50289622101 9991082
CYPRESS LAKE# 1 HOPE MILLS CYPRESS LAKE RD 220475000001 8880273
CYPRESS LAKE#2 HOPE MILLS CORPORATION DR 220206500001 88943501 or 8880530
FORTE RD STEDMAN FORTE RD. 170065000002 79635805
INVERNESS NORTH FAYETTEVILLE DALMORE DR 273173000001 59250
COLT CROSSING VANDER RIDDLE SHOP CNTR. 40304904801 8880402 or 84854577
I EASTOVER#2 EASTOVER ARMSTRONG SCHOOL 109228 17224446/8880442
GODWIN GODWIN OFF BURNETT RD. 8800449

PUMP STATION CONTINGENCY PLAN EMERGENCY CONTACTS
LUMBEE RIVER 843-4131
STATION AREA LOCATION ACCOUNT# METER#
SOUTH HAMPTON HOPE MILLS WOODSPRING 116097200 28054915
HOKE COUNTY HOKE COUNTY 401 RAEFORD RD. 9796234501 5145062
PEARTREE HOPE MILLS OFF CAMDEN RD. 9796654101 28021654
WEST GATE _HOKE COUNTY OFF ADCOX RD 28287152
CAMDEN WOODS HOPE MILLS OFF WALDO'S BEACH C20400
BRIDGEPORT HOKE COUNTY OFF ADCOX RD 95914933
STEEPLECHASE HOPE MILLS 147JOCKEY WHIP LANE. 28021651
HOKE CO. REGIONAL HOKE COUNTY 931 JOHNSON MILL ROAD
P.W.C. 323-4245 CHANNEL 1A
NAME RADIO CELL Personal cell HOME _
PWC Dispatcher CHANNEL 1 -A 323-0178or 323-4494
Majid Abraham 436-7B 263-4907 423-4342
James Tyndall 434-7B 263-4905 578-2812
Tracy Dowd 414-5B 813-1388 866-4588
Mike Wright 432-7B 263-5116 867-0257
Orville Wint 438-7B _263-4800 339-0642
Jr. Phillips 527-4B 237-9431 303-8599
Thomas Urbanek 416-4B 263-0457 860-5485
Pwc ID56-6000841

Collection System Map

N PWC Sewer Collection System
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.1
ire .ti
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/
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Legend 1 e
iJ Fort Bragg Boundary r'
_.....
PWC Llestations
PWC 0/M LinstaLons
■ Setenaeuaatations ROBESON
—Sewer Force Man
—Sewer Gravity Main
1 Lakes B Rivers " x,.
,!Towns
Y NAME .,-__.
''ayettevale `...
Hope Mills
Eastover11
Stedman
-Wade
.
I.Falcon
1 Inch=5,000 feek
-Godwin
urn aaana ortI I Spring Lake
1

Satellite Contact Information

Satellite 0 M Systems Contact Information
Average
Flow
System System # MGD Contact (name, title, and address) Phone# Email
Christy Home (Town Clerk/Finance Officer) P.O.
Town of Stedman WQCSD0537 0.139 Box 220 Stedman, N.C. 28391 [phone] [e-mail]
Amy Hall (Cumberland County Public Utilities Department)
NORCRESS WQCS00353 0.120 P.O. Box 1829 Fayetteville, N.C. 28302 [phone] [e-mail]
Amy Hall (Cumberland County Public Utilities Department)
Kelly Hills 0.017 P.O. Box 1829 Fayetteville, N.C. 28302 [phone] [e-mail]